03/01/2001.
,
. ,., . -. ,
. ' . � .C::: _ . . . . ._ . . . . .
�
� . 1 ' . . ' . ' . . . ' . ' ' . . . . .
� , , , � , .' . � � � ' ' , ' � _ . '
' • .. ' . . " . . . .
_ a �
O
;
:. ,. :
� ; , . ' �,
_ ,
. .. ;: :: .
�
:. ,.
,: :
i
: , : ; ` ': . ,
l
. .. j
,:: :,. , t ` _ . `
_
,
,
,
... ..�-.�.-�. �.�- .� . .: ���� .... . .. . , ,_.. �.. . �. .. , .- . �.. . .. �� : � �.� : , ....�.` . i
. � . . .. , . ... .. ... ... . . :' : .. ,..:..: . . . . , . . _ . . , .. .. .. ._ t
';.: . .� �' .�.:.. . .':'.. ., .�.•".: �. ..:-:.. : :�' ' : ."..:`.�' . . � . . , . . . . �
... � .. . :� �. ..'... ,.. . � . . . . . . . .. . ..
�.�� . . .': : : ' ..:... ;. : .. � � _ .. . . . . .
.. „ ., .� ,' :
,
..; _. ; . . ... : ' ' .. . ., .:. . � : � .. ' � .. . . . . : .... .. ' -. .' .-.. , . . . . . . . . . _ _ _ ' ' ' , . ' �
. . ,. , . . . . , .
...:. .. _.. ... . .. �:.:: � -' � _ . . . - . .. .
..: .:� . : . �.... ''���� �:�..: ..
' ...;:. ' .'.:
�. .� , � .. ..,, . ..,�. ��..., , , . . .
:�. '.. . �. . , ,. .� . . _ � .. . .,� ' . " � � . . ��! � " . � � . .
, .. .. ..,..-..� , .. :.... .'. , . .. . . . .
. . . . �. . ." ;.. .0 ,�,-.� . . . .�.' .i: :
'. .,', ,. '. ' .- _' .. � '
...,.� .�:'��..�, .. '.
i
. , .. , . . ' .. . ' . . . ' ' . , . � ' � �#
.. . .. � .. .. . � . ,
.,. . , ; � � ,. "; . � _ �
:.
� ., , . . . '...i . . . .. � . .
{' . ' .� - . _ . _ , . . .... . �
'. . � ' .' � .. _ '
�, , . .., . . . . .
.
,'.'. ':. " ..; ..{': .�....:' .. : " . . , ' .. � . . �
;�.. ,� � '. .e: '...;. . , .� . '-.� - . ' ' . . . �
J�..'. .., t . �. �.:' :.. .. , . ,
.� . . . :. �... � ., .
� ' �J�: - . ., ., ' . . . '
�ilT ....: '� '� . ., � :. . '.: . ' . � .
I • �.,
�.f,+; .. . . �'- :. '. ,�:' . �
}
g , ._: .�. . . �- .. . _
� f,� .1 � . ,_ .i- .:�. ' � � . .
�' �r�:� � ' }` . .
�.
r' �. . . ,. . . �.
� .. �., ., .; ,
..
=+.L '..' �' . , . . . . . . ::� . . y
i ^
+ ; t: � .3 r � ; . .. _ _ _ . . , . {{
? }�
F ` : + X
� . , � _ .; t , ,: �. : . . L
� f �
: • ... .,.. t- .
a . . ' , ' . `, . ., .' .' .
.. .z t ,_ �;� �� . .
` �'
t �'S .� _ _ . , �
� ' ." �.:` �.=f : 1 . : .:' r . , ' . . '
`�' _: '.. ::'- { ..: .. �..' ' , '
� . ;� ; . " : . . . , .�:� �{'� .
. 5. . " �... t ' ...
5 .� t " t . � : : : . � .. . �
?�., . �. . : ' '
3�� I ' ' � 4 - J .
, .
'`�'�C-t � . . . :. �. 7 �� ; i, � _ . i . .
� � .. .. ,-. _ �. :..; .
., . _ . .. ��.:;
f . -.. ..s . . ',.�.
-
r . .: .. ..::. .. 1
i� _
�� s `
� :i .. ...; ' .{. -' :,�
� .. . . ., _ , ,. . . �.
.... . :.� � . . . �- , ,� ..r. . � .
� ' . � - .. �� � '
� • �.. .: .. _
.; �, r . . ,.,
. .. , y �. :: .
��. ..: .�. . . :. . . . .
. . . . .. . - _ . .
... ., . � : ..� , . .
f. '.. . . ..:� . . . .
.i - ���'; .. .... . . .
�. ' �s , c
.:
�� .�}� k ' • � ' . � � . _, t
,
.. ._ ... . .. .
, . �. .. . �.. . ;.: , .. : _ . . .. _ . . . _ . . . _ .
,
. .. .. . �. �- .. � . �-,� .
, , _�
.�.: �.� , �.... �.; � t . . . ..i . . �.. :� -. . . .
. , ., . . .; .: . .
�. .�,_ �: .: ,��. ' . .. � .
} _. .
. �.. . , � : ��.._ . . . .
. . . .. .. � ,: -.
,.,.. �_ . � .. ..� �. � . . . � : . � . . . .
. ._,, . . . . . .:: ., . � .. . ,. .� . . . _ . . . .
. �, . .�. �.. �� �.�� -
;' ..
�,
� �
. . . .. , . ... . . . . . .
t . +. } �`" "
., ,
,
, ; ,
, , . i` "
�
�.. , . , ,
,. '
, . . ,. . . ,: �
_ �
, , _ ,_:, .;.: : ..
;
,: _.
,
. . _
,.. _ . . r
,.
,. , �
. �,r., � :. ' . . . � . . �. .. , . .' . . � . . . � . . . ,. , . � ' . . . . � � . . . p:
i ���-�. ;�
, .
E ,
..� : . � ��:... . . ..
.:.�.. K _
. ��,�.�� . , _ ___. �.
-�.�
_ o • e
;
�
•
z -
. ��
�
�:..: , ., ;
�
�
_' . . > ;�': : � ': , ' .e. .� _ . , �
; : ;�,. , ,:.; ` .,
:
,
� ,,::: , , : -
,:: . _ i
. ;
no►te: 2-26-01 Preliminar•y (Worksession) Agenda and paperwork that was ;
�� in package initial�y but then not continued onto �hursday's agenda is at �
; the back of this agenda pack. . �
;:
�
, . _
� � �
- �, . _
,. : _ _ .
� . � .,
�? z - �.
� � _
� �
:, _ , �
p.'. : �:1 •: . �: i. . ,
,
� . . . . � �. - '
7 �
. s •� ' . ' _ - .
. .. ..' ' . _ �
�' - ' � ' t . . . ..'� .
' : : —
� � �. .: .. . -�. - .
..: , i' � • _
. y. _ -. _.
; - � '
,
. , ,± '.,'4 ..�,_° .. _ . .
�.. . . . � - �:. ' '
# ' �: � .'': :. . , . . � . . . " �
�.,� .. � . . p . , �
.: , .
::
.. . . ., •;, 7
i,
�
,-�;{ " . . , �
..
.
,�� . �'. . . .. . . . .
. ti
{ '..; ' . � . ,: .'' ..� ..,. f
F. '�. . .. , ... . r . '- . .
,� .. - �r r - � , �
, .. '::, .�'t , '�4 � , Z
' {
{ ..'_ .� .. ' - }S . t � �.. .:. � ° " , i
�
� � t i� -
,
�
'� : . � E . .. -•. .
. : � 4 . ,- r. Y
y . .
r
r i
1' : `: , s � : �., i ' � ' r
h i . �. - : �,; _ ..
: h
t t .� ..4F �.
�
i.'�.�. : �. "i .' ` . �. . . .. �
i .
� ',�
� � �
,-:_ ; � :
� �.+ 3 i
. , ,.
4�{. -. . . _,�. , s.. ... .._ ,,�� .
x � ` _ �
�
. . - ;
<
, . ,.. ,. ,, .
�:
,. . .. .-, _
. '..
_ . .., .. •,
.
;; ,.
<._... . e.:..•.,, : ,:: .. ., ... ,
—... _ _ .. ;..
. .: _ ,. . .
;;
. _ _. _,...... , .. .,: .
,: �, ;
, t : r: : %° :.; '„ _ ' �
,i .. , ' , —
.
: , `
1 �
� � �� � �
,
S + f
, �. ,:
,
.
,
_ . =
.
, ., . . ..... _ _. . ..,._� . :.:
i �
_ •A y � �
_ •` , �
1
� k
���i � �
�:
ACTION AGEiVDA - C�EARWATER CITY COMMlSSION MEETING
Thursday, March 1, 2001 - 6:00 P.M. - Commission Chambers
1. Invocation - Rabbi Arthur Basernan, T�mple B'Nai Israel.
2. Pledge of A1legiance - Mayor.
3. Service Awards - None.
4. Introductions and Awa�•ds
a► P�ociamation: Celebrate Clearwater Neighborhoods Week - 2/'25-31 /01
5. Presentations - Given.
a1 Library Foundation report on fundraising - Julie Lewis
6. Approval of Minutes - Regular Meeting 2/15/01 & Special Meeting Z/26/01 lattorney/client) -
Approved as �ubmi#ted.
7. CitiZens to be heard re items not on the Agenda
Jeff Jacobson alleged that City poticemen are hired by Scientolagists a+�d that the City is helping
to promote Scientology's agenda.
Ed HooQer thanked Commissioners Johnson, Clark, and Hemerick for their service to the City.
Socrates Charoc thanked the Comrnission for their service. He urged the Commission not to
forgef do�►vntown.
Earlv Sr�renson said development increases costs to the people who liv� in Clearwater.
Jack Alvorci express�d concern that the Commission has not placed public health and safety as
its number one priority.
Joe Evich thanked Commissioners Johnson, Ctark, and Hemerick for their service to the City, He
encouraged the Cornrnission to appoint Interim City Manager Sill Norne as City Manager. He said
staff needs to better inform the Commission.
PUBLIC H�ARINGS
Not Before 6:00 P.M.
8. Public Hearing - Declare surplus for purpose of leasing to PACT, Inc. (Ruth Eckerd }-IaIE), portion
of Sec. 9-29-16, containing 41 acres rnol; approve lease and facility use agreement with PACT
for initial 30 year tPrm, for total rent of 5100 payable in advance, subject to and conditioned on
Cit�r obtaining title to property (PR)
ACTl�N: l�eclared surplus. Approved as ar�aended.
9. Public �-learing - Res. #U'l-06 - approving C�eveloprnent Agreernent with Clearwater Seashell
Resart L.L.C. (Kirnpton�(PLD) �
ACTION: App�oved. Resolution adopted.
10. (�ont. from 2/15/01) Public Hearing & First Reading 6rd. #6641-01 - Relating to DownYown
Clearwater Periphery f'lan; �dapting an arnended periphery plan (PLDi -�'o be Continued
ACTI�ON: Contir�ued.
11. (Cont. fram 2/15/01► Public Hearing & First Reading Ords. #6639-Q1 �c #66�40-01 - Downtown
Zoning for Northwest & Southwest Expansion Areas of Periphery Plar� (PLD) - To be Continued
ACTION: Continued.
�/'! /01
1
Public Hearing - Second Reading Ordinances
12. Ord. #6�45-01 - Annexation (& redefining boundary lines of City to include said addition), Town
of Bayview Sub., Lots 2& 3 and va�ated portion of CR31 (Laura Nall Connolly Trust)
ACiION: Ordinance adnpted.
13. Ord. #�646-01 - Land Use Plan Amendment to Residential/Office Limited, Town of Bayview
Sub., Lots 2& 3 and vacated portion of CR31 AND change of Land Use Designation for Myron
A. Smiths Bayview Sub., Tract A to same (Laura Nall Connolly Trust)
ACTION: Ordinance denied.
14. �Ord. #�66�47-01 - Office Zoning, Town of Bayview Sub., Lots 2& 3 and vacated portion ofi CR31
AND rezoning IVlyron A. Smiths Bayview Sub., Tract A to same (Laura Nall Coi-�n�olly Trust)
ACTION: Ordinance denied.
15. Ord. #�681-U1 - Annexation (& red�fining boundary lines of �ity to include said addition), Sec,
24-2J-15, M&B 11.01, proposed 2100 Lakeviev►� Fioad (City)
ACTION: Ordinance adopted,
16. Ord. #6682-01 - Lanr� Use Plan Amendment to Preservation, Sec. 24-29-15, M&B 1 1.01,
prop�sed 2100 Lakeview Road 1City)
ACTION: Ordinance adopted.
17. Ord. #6683-01 - Preservation Zoning, Sec. 24-29-15, M&B 11.Q1, propose�! 2100 Lakevi�w
Road (Cit�o)
ACTION: Ordinance adop#ed.
18. Qrd. #6688-01 - Vacating west 5' of 10' Drainage & Utility Easement lying along east side of Lot
40, Countryside Tr�ct 6 Replat (Ryan, V2001-0 � 1
ACTlON: OrdinanCe adoRted.
19. Ord. #�6�2-01 - Amending S�c. 32.374f 1), providing for metering of non-irrigation reclaimed
water service users; creating Sec. 32.373(3), requiring backup potable �vater system� for certain
reclaimed water cusiomers; amending Art. XXV(3)If� of Appen�ix A, as arnended by Ord. #6587-
00, providing fees for non-irrigation reclaimed water us� (prnviding for metering of reclaimed
onrater service for air conditioning reuse, changing rate sfiruc�ur•e)
ACTION: Ordir�ance adopt�d.
24. Ord. #6695-01 - increasing domestic, lawn water & wastewater c�llection utility rates by 7%
each year over the next 5 years beginning 7/1 /01 with subsec�uent increases to be effective
4/ 1/02, 1/ 1/03, 10/ 1/03 & 10/ 1/04
A�CTION; Qrdinance adopted.
3/1/41
2
CITY MANAGER REPORTS
CONSENT AGENDA (Items #�21-30) - Approved as submitted.
The following items require no fnrmal public hearing and ara subject to beir�p �pproved iri a sinc�ie
motion. However, any City Commissioner or the City Man�ger may romov� an it�m frorn the Consenti
Agenda to allow discussion and voting on th� item individually.
21. Approv�i of Purchases per Purchasina Momorand�atn:
1) Alltel, cellular digital packet data service, 3l2/01-2/2g/02, S 135,OfJ0 (PD1
2) Hughes Supply Inc., 12 spun concrete light poles, � 26,160 IP�►
3� Communications International, 1 st extension, mobile r�tifo batterios & Ericsson r�dio parts,
550,�00 (GS1
4) Sheehan Pontiac-GMC, Inc., oree 2001 GMC S�vc�iin� �600 C�rgo Van with options,
replacement, $17,69�; financing to be providod under City's Mastor Lease-Purchase Agreement
(G�)
51 Ericsson, Inc., 1 st extension, repair of portable & mobile radios, 4l7/01-4/30/02, 550,000
(GS).
6) Kaiser Pontiac, one 2007 GMC Sierra 350+Q cab & chassis v�eith optian, replacement, 530,921;
financing to be provided under City's Master Lease-Purchase Agreement (GS)
7) Leahchem Industry, Inc., 1 st extension, aluminum Chlorhydrate, 5/1 /01-4/30/02, $120,000
(PW)
�) Bobcat Company, lease-purchase f6nancing for 'i 2l12/00 approved purchase of a 2001
Bobtrack 864 loader with attachments, $36,331 (GS)
9) Parsons Engineering Science, EQR, e�ngineering design re intersection Bayshore Blvd. & SR60,
$56,663,�0 (PV1/) .
22. Agreement with National Deveiopment CounGil, 1/1 /Q1-12/31 l�1, develop & assist in
impiementation of City's community � econarnic devefopment pragrams, $40,500 (EI3) �
23, Accept $100,000 Pinelias Public Library +Coopetativr grant to bP us�d far construction of new
IVorth Greertwood Branc� Library (l.iB�
24. Lease Agr�ement v�rith Civi! Air Patral 5EFi FL043, an auxili�ry of US Air Force, use of city
property at Clearwa�ep Airpark, 10nQ N. Herculss Ave., far term 1/'1 /01-12/3 �/03, for $1 (MR)
25. Clearwater Po1iGe SupplQrnentary Pension Plan Board of TrustePS - confirm appointment of James
M. O.uinfan (PD)
26. Agreement with �Jistrict Board ofi Trustees of St. Petersburc� Junior Coilege & City's Police
Department, r,�sh match funding of $ 39,O�J0 for 1/1 l01-12/31 /01, AmeriCorps - Pinetlas Project
fior suppart o# mambersliip (RD►
27. At�thoriz� Parks �nd Recreatio� Board to solicit public inpu� for r�arning of new recreation �
a�quatics c�nte� to be construct�d an N. Gr�anwoad Ave. (Ray Green Field site) and to have
board for�mui�t�s a r�c�mmend��kion on �aropose� name to p�ovide to Cs�mmission for fina( decision
tP�l
2�, Work 4rder to Tamp� B�a�� Enginaering, Inc., enqin�ering & architectura! design services, new
�and Key Fire Ste4fon, 898,300 (P1N1
29. Ratify & Confirnl increas� of purch�se order to Leachem Industries, lnc., cher�icals for WPC,
irom $7�,400 to � 118,O�q tPVU1
30. Authorize �accapt�nce of �40,000 sottlement offer rQ Short v. City (CA)
�/1101
�
OTHER ITEMS ON CITY MANAGER REPORT
31. Res. #01-07 - Establishing intent to reimburse certain Water & Sewer project costs incurred with
proceeds of future tax-exempt financing (F(Vi
ACTION; ARprov�d. Resolution a�opted.
32. First Reading Ord. #6762-01 - Amending Sec. 3 of Art. XIX of Appendix A, relating to parking
fees (increase from $10 to S 12.50 per day for use of revenue generating/tirned parking spaces at
beach)(PdU)
ACTION: Approved. Ordinance passed 1 st reacling.
33. Agreement with Harvard Jolly Clees Toppe Architects, architectural seraices for new Main
Library, basic services for 51,213,500 and an additiona! services allowance of $359,200 for a
total amount not to exceed 51,572,700, increasing current r�ot to exceed amount of $1,104,364
by $468, 336 (!L!B)
ACTION: Rpproved.
34. Amendment to 1/21 /99 Agreement with State of Florida Dep�rtment of Managementi Servi�es/
Building Construction Division (DM�), re project management services for new Main Library,
increasing current agreement amount of $170,626 by $88,864 f�r new total $�59,490 (LIB)
ACTION: Approved.
35. Approve a Sports Facility Developrnent �greement w6th Phiia�ielphia i�hillies listing property
located at 2465 Drew Streefi (corner of Drew St. & Old Coachman Rd.) as priinary project site;
approve renaming of capital project to "Community Sports Complex Developm�en� and
Construction"; approve allocation of 52,695,Q00 of unrestricted r�tained earnings of Central �
Insuranr,e Fund; allow $4•55,000 remaininy which was pr�viously funded to the project per the
SPJC acquisition agreement to remain in the project to ensure sufficient funding through the
construction of the cornplex (GS)
ACiION: �Approved.
36. Lease Agreernent with Philadelphia Phillies for Carpenter Field Training Complex (PR►
ACTION: Approved.
37. Work Order to MGKirn & Cr�ed, engineering serviGes for construction of INPC Consolidated
Labora�to�y to be located at Marshall Street Advanced Pollution Control Facility, $77,400 (PW)
�iCTIORi: Appro�ed.
38. Cantract to Angie & Schmid, Inc,, construction of WPC Consolidated Laboratory,
�2,119,683.28; approve subsequent Chang� Order to deduct $96,349.24 (50%) from the
contingency, for net amaunt 52,023,334.04 (P1IV)
ACTION: App�oved.
3/ 1 /01
�.
: z ,,: ..
f�.: . .. ... �
39. Contract to McKim & Creed, construction engineering & inspection (CE&1) services for both
Northeast Advanced Wastewater Treatment Plant improvements & Northeast Reclaimed water
storage and pumping expansion, 5270,400 (PW)
ACTION: ppproved.
40. Contract to Westra Construction Corporation, construction of Northeast A►civanced P'olluteon
Control Facility improv�ements & reclaimed expansion, 59,410,000 (PW)
ACTION: Approved.
41. Nlarine Advisory Board - 1 appointment ICLK)
ACT10N: Appoir�tec; Ed O'Br�en.
42. Other Pending Matters - None.
CITY ATTORNEY REPORTS
43. i7ther City Attorney iterr�s - None.
44. City Manager Varbal �i�ports
City iVlanager extended his sympathies to Parks and Recreation Director Kevin Dunbar for the
passing of his father. He reported the trip to Washington D.C. by the Mayor, Interim City
Manager, Assistant City Manager, and the City Clerk was worthwhile. The administration is =
pleased that legislators are listening and supporting the needs of Clearwater. !
�
45. Other Carnmission Action
AunQSt congratulated the Clearwater High School Boys soccer team who vuon their
ch�rn.pionship. He thanked everyone who participated in tonight's meeting.
Hart explained ±he letter regarding the Kapok Mobile Home Park from Largo Commissioner
Shelby.
Johnson said he attended the Kennpdy School today for the selection of 2 children who will
participate in the Special Olympics in Anchorage, Alaska. He mentioned he would not be on the
Commi�sion after tonight.
46. A�ljournment - 12:07 a.m.
�/9 /01 5
CITY OF CLEARWATER
Interdepartmental Correspondence
TO: Mayor and Commissioners
FROM: Cynthia E. Goudeau, City Clerl: �`'
SUBJ]ECT: Follow up from Febr.uary 2G, 2001 ��/ork Session
COPIES: William B. Horne, Interim City Manager
DA'I'E: February 27, 2001
In response to questions raised at the February 2G, 2001 Work Session, the follo�ving answers are
provided in final agenda order:
Item #9 — Kimpton Development Agreement - Time frames for speakers on administrative
public hearings are outlined on agenda cover sheet. �
Item #30 — Setilernent of Short versus City - item is provided.
Item #33 — Agreement with Harvard Jolly Clees Toppe Architects — Architectural Service
Contract is included with item.
Item #35 — Sports Facility Development Agreement �vith Pl�iladelphia Phillies —�nvironmental
coverage of �5,000,000 has a�SO,OOQ deductible amount.
Note: Agenda items regarding VG'ork Orders and Contracts (Iteins 37-40) fur t�Uater Pollution
Control Consolidated Laboratory and Northeast Advanced Pollution Control Facility are not on consent
because the second reading of Ordinance 6695-01 needs to take place first.
���
rl
,�
17�V 1 l� .1--(_ OO I�S
` ;� � � c� � � t� '�- �_ : �2 ��
FOR IMMEDIA'fE IaELEAS� Contact: David Hooks
(727) 449-8800
JAIVIES HA�tP�R NAMED CI.EAR�V�1.T]ER
�,IBRARY C.A�PI'I'AL, CAIVIFAIGN CHAiRIVIAN
(:LEAR�VATEff2, �lurida� —(March 1, 2001) — Well-known Clearwater native, business
leader and philanthropist, James R. Harper, has accepted an invitation from the Greater
Clearwater Public Library Foundation to lead its ef�orts in raising a�5 million
contribution toward building a new ma.in library in downtown Clearwater, The $5
rnillion will be used in combination with a�l 5 million commitment from the City of
Clearwater for the $20 million project.
"We could not hope for someone with t�etter credentials and enthusiasm to lead
this important effort," stat�;d Julie Lewis, executive director of the Foundation. Jim is
certainly well known for his generous contributions of time and money to worthwhile
causes. He has a long and distinguished record of leading many oi the community's
highest profile fixndraising efforts." -
"Clearwater deserves a first-rate main library to serve a11 of its citizens,"
commented Harper. The existing facility, vvhich was built in 1916 from a gift by Andrew
Carnegie, has been patched up too many tirnes and needs more work ta bring it up-to-date
than is economically justifiable. There is elearly tremendous support for this. project
across th� corrnnunity and we are pl�ased to now be in a positian to move ahead. �'he
next coUple of manth.s will be spent getting organized, working with the design and
development team and the library's numerous support groups to develo� and execute our
campaign. Ttus is an extremely excitin� and important unciei-taking for all of Clearwater
and I am proud to have been asked ta participate. We wiil do our job."
(m�re)
SU I��71.1't'I 1 I`I'. I t.�ltl:.!tiON ,\Vli.. ,l ll'�'ti ? I•�
CI.I:A1�1`.':\'I'I:R, fl. ?3i�G
(727)-•E•19-titi011 I�r1`: �7?i)-•�.}q-1�?I�)
�:'1�'lf:�i.: �7�"��7U�\.�C��I�AI�'�I'7��i/���.�Z��.LI!i�i
�� ��
I-Tarper Named Chairman
March 1, 200 l
Page 2
Born in Clearwater, Jim Harper is senior vice president of Acordia, Inc., and has
been in the insurance industry since 1963. Active in numerous civic activities over many
years, Harper served as a volunteer with Ruth Eckerd Pez-forrning Arts Center for 12
years and has been both president and chairman of Ruth Eckerd's board. He is a past
� president of 1Vlease Hospital & Clinic Foundation. He has received the Suncoast
YMCA's highest honor, "The Red Triangle" awarded for his work with the "Y." Harper
is also chairman of the capital campaign for the Clearwater Family YMCA, Currently he
is a member of the board of directors of Morton Plant Mease Health System, past
chairman of the board of directors of Morton Plant Mease, chairman of the Morton Plant
� 1VIease Primary Care board of directors, and a member of the Morton Plant Mease Health
System finance committee. Harper is a member of the board of directors of �ayCare
Health System and also a mernber of its finance cornmittee. Harper is co-chairman of the
University of Florida Capital Campaign for Tampa Bay, raising in excess of $50 million.
� He is a graduate of the Uni�versity of Florida where he majored in marketing and
advertising. . �
- end - �
,�
«
�
�I, *
9 �= pQ�
�y'�T ��.
�
Cl�a,rwater City Comsnission
Agenda Co�er N�emorandum
Worksessi�n Item #�:
Fina) Agenda Item #
Meeting Date:
�
3 . . ��
SUB)EC�/RECOMN9ENDATION: Declare as surpius for the purpose of leasing to PACT, Inc. ("PACT")
a portion of the South '/� of ti�e North '/2 of Se�tion 9, Township 29 South, Range 16 East, Pinellas
County, Florida, confaining 41 acres, more or less, and approve � lease and facility use agreement
with PACT for ac� initial term of 30 years for a total rent of $10a.00 payable in advanc2, subject to
other terms and conditions ofi the lea�e, and su�,ject to and conditioned on the City obtaining title to
the property,
� and that the appropriate officials be authorized to execute same.
SUMMARY:
o In 1977, the City accepted a land donation from Kapok Tree Inn, Inc. (Resolution 7�'-133) for the
development of a performi�g arts center.
• On June 4,1581, the City canceled it's original lease agreement with �'ACT and sold the properties
d�scribed on attached Exhibit "B" transferring and conveying to PACT, subject tv a right of reverter
back to the City upon payment of bond indebtness which was required to pay for the iniiial
construction, and the baiance of the lands remaining continued to be ovrrned by the City.
• PACT, Inc. is planning on paying off all of the underlying bond indebtness, which consistent with the
original bond issue and agreement, will result in the r�verter of fee sirnple title on the properties
described on Exhibifi "B" to the City such that the City is the fee simple title owner of the entire parcel;
including the performing arts facility, parking lot, enfiry roads, and other �ssociated properties
pertaining to the performing arts cenfi�er.
e PACT, Inc. has indicated willingness and � de�ire to continue to operate the arts facility, to continue to
soiicit funds, to rnain#ain, repair and otherwise use and develop the site.
• Among enhanced provisions ofi the 30 year lease and facility use agreernent:
o Pact will be respansible for all maint�nance, repairs and care of the site including ali Pxterior
and interior areas as well as pay all utilities charges.
o City to provide annual funding to pACT begin�ing with $412,000 for fiscal year �000-Z001 and
to continue such payrnents, adjusted for inflation on an annuai b�sis during the term of the
facility use agreemen#, subject ta approual af the annual City budget.
o The �ity of Ciearwater for the Clearwater Community Chor�as and for Clearwater City Players;
or other City funded organizati�ns as designated by the City shall be provided up to 12 uses per
ye�r of Ruth Eckerd Hall for rehearsals and/or performances with no rental feP charged an� up
to 20 uses of Studio One for rehearsals and/or performances per year at no rental charge.
o PACT, Inc. shall provide rnarketin� support for City sponsored even�s at Ruth Eckerd Hali as
normally provided to rsnters of the facility.
0 1f not in default at the end at the lease term, PAC�' shall have the right and optian to extend the
term of the lease for an additionai period of 30 years.
• PACT, inc. is planning a major invesfiment in the renovation of Ruth Eckerd Hal! and an addition to �he
facilit� which will primarily be funded through private donations.
Reviewed by: ��
Legal L
B udget �;
Purchasing A
Risk Mgmt
info Srvc
Engineering
ACM
Other
Submittes! by: �
City Manager � ���,N.,Z..,
Printed on recycled paper
N/A
� C
N/
4riginating Dept:
Parks & Recreation De
Kevin Dunbar, Direeto
User Dept.
Parks & Recreation De
Attachments:
❑ None
r�ment
�
rtment
Cosis
Total N/A
Current FY N/A
Funding Source:
CI
OP
Other
Appropriation Code: None
Rev. 2/98
S�"�
,�I, ,�
� i� 4
�y'ArEn.E��
1 �
��
�
Clearwater City Commission
Agenda Cover Memorandum
A
Worksession Item #
Final Agenda Item #
I��Ieeting Da!F;
March l. 2001
SUBJECT/RECOIVIM�NDA�'ION:
Review and approv�l of a development agreement between the Clearwater Seashell Resort L.L.C. and the
City of Ciearwater.
MOTION: APPROVE a development agreement between the Clearwater Se3shell Resort L.L.C. and the
City of Clearwater and ADOPT Resoluti�n No. O 1-06.
❑ and that the appropriate officials be authorized to execute sanie.
SUMIYIA]l2I':
o The subject site is 1.63 acres in area and is lacated on either side of 3`d Street b�tween South Gulfvie�v
Boulevard and Coronado Drive. It is located within an area identified for a catalytic project by Beach hy
.�esign and is a priority candidate for redevelopment on Clearvvater Beach.
p The applicant is proposing to construct a 250 room resort hotel 150' feet in height. The proposal also
inciudes 35,000-50,000 syuare feet of retail/restaurant space and an 833 ± space garage.
o The proposal requires use of 184 hotel rooms from the density pool created in Be.ach by Desig�z and the
vac�tion of 3`d Stre�t and South Gulfview.
• The applicant is proposing to begin construction as snon as practical upon approval of the development
agreement and commits ta the following:
o Construction of improvements and participation in th.e financing �f S. Guifview Boulevard fio
credte Beach Walk generally between ls` Street ar�d the South �each Pavilion;
o Dedication of ten (10) feet for use as public right-of-way abutting Coronado Drive; and
Rewiewad �� Oriyinating DQpartment: Costs: Cnmmission Action:
by:
Legal Planning and Development l� Approved
Budget N/A Gina L. Clayton Tota� p Approved with
Conditions
Purchasing N/A User D�pa ❑ Denied
Risk Mgmt, N/A Current Fiscal Year p Continued to:
IS N/A Funding Source:
ACM N/A ❑ Capitallmprovement:
Other N/A Advertised: ❑ Operat�ng:
Date: ❑ Other. Attachments:
Paper: Development Agreement
Submitted O Not Required Appropriation Code Resoiution No. 01-06
bY. � � Affected Parties
L7 Notified
City h4anager I � Not Required O None
� Pr�nted on recycled paper
a
�
o Availability of 400 parking spaces in the private garage will be made available for public use.
• The proposal is in cornpliance with the standards for deve�opment agreements and is consistent with
Beaclt by Design.
o The Cornrntinity Development Board reviewed the proposed application for fleYible development
approvai at a.meeting on February 20, 2001 and approved unanimously the site plan. The Community
Development Board also unanimously reeommends approval of the Development Agreement by the City
Commission.
, .
, _ ;: ,y
{
� _ t -
. ,.: .
_.. , . ,
,. . , � ,
_. _
,,
_ ; i, _
2 _.
�
��
�
RESOLUTION �lO. 01-06
A RESOLUTION OF THE CITY OF CLEARWATER,
FLORIDA APPROVIN�G A DEVELOPMENT AGREEMENT
BETWEEN THE CITY OF CLEARWATER AND THE
CLEARWATER SEASHELL RESORT L.L.C.; PROVIDING
AN EFFECTIVE DATE.
WHEREAS, the City of Clearwater is desiraus of entering into a development
agreement with the Clearwater Seashell Resort L.L.C; now, therefore,
BE IT RESOLVED BY THE CITY COMMI�SION OF THE
CITY OF CLEARWATER, FLORIDA:
Section 1. The Development Agreement betwe�n the City of Clearvvater and
Clearwater Seashell Resort L.L.C., a copy of which is attached as Exhibit "A" is hereby
approved.
Section 2. This resolution shall tak� effect immediately upon adoption.
PA�SED AND ADOPTED this day of , 2001.
Approved as to forrr�:
�
Pa"rt�ela K. Akin
City Attorney
Brian J. Aungst
Mayor-Commissioner
Attest:
Cynthia E. Goudeau
City Clerlc
Reso(ution No. 01-OG
• • �
1 1�1��. �
� � �.C��'1
• • s
�'V'�.� ��V1 l
� '��T 1
�
.
1 � � � �ll°1
.
�� 1C1�, �CO� �
.
� � S �. l� S
;s
.,
�
r�-
M1�CF'ARLANT � + RGU�ON � N�CMULLEN
900 HIGHPOINT CENTER
�06 EA9T COLLEOE AVENUE
TALLAH^SSEE, FLORtDA 3E301
(960) 601-7�Jfl1 FNC (p50) BAt•t�291
�a �-
\ ��1r, M
°�``
VIE4. HAND DELIVEFtY
ATTORN EYS AN D COU N SEl.ORS AT LAW
Mayor B�ian .Aungst, Chair
� Clearwat�r City Commission
Cleauvvat�r City Hall
112 S. Osceola Ave.
Clearwater, FL 33756
���
400 NORTH TqMPN S7REET, SUITE 231�0
P,O, BpX 1631 (21P J3E0� )
TNMP.�, FLORIDA 33602
(BIJ) 273•4200 F/JC tB13127'.�-�39B
February 28, 2001
Re: Clearwater Seashell IZesort/ Proposed Project and
Proposed Resolution on Development Agreement (No. 01-06)
Al-Nayem International Inc. and Kandiah P. Thavabalasingarn
Dear I�Iayor Aungst:
626 COURT STREET
P. O. BOX 1669 (21P 33767>
C�EiViW/�TER, FLORIOA 33756
(Y27) 441-8966 FAX (727) 442-8470
IN REpLY REFER TO;
Tampa
COPIES T0:
COMMISS(ON
MAA - T 2001
PF#ES3
CI,�'RK / ATTORN�Y
On behalf of A.P. Mar, Inc. (d/b/a Port Vue), Antonios Markopoulos (d/b/a Day's Inn), Kolossos
Inn, Inc. (d/b/a B�ach Tawers), T.M. Megas, I,.C.C. (dlb/a Spy Glass) and T.M, Megas, L.C.C.
(d/b/a Golden Beach}, (and with full reservation of rights as mare fu11y s�t forth in our Motion to
Cancel Hearing and previously filed objections), we are writing to advise tl�at it is our clients'
position that the proposed develaprnent agreement is not in coanpliance with the xeq�irements of
the Florida Lo�al Development Agreement Aet, Se�tions 163.3220-32�3, Florida Statutes, The
statute is un�quivocal—a deve7oprnent agreement rnust be consistent with t�e comprehensive plan
and Iand deveiopment regulatioiis. The proposed development agreement, by its very ternis,
recognizes ghat this is not the case.
In addition, I have enclosed herewith an analysis prepared by Engelhardt, Hammer and
Associates which provides that the proposed project is not consisten� with the comprehensive
plan and land development regulations, including Beach by Design standards. I have also
included a package of graphics and exhibits which dernonstrates the inappropriateness of the
proposed project. I hope these materials clarify why our r.lient is objecting to the proposed
development.
.:.... ..: ..:... �
�
�
�::�,
0
�
Mayor Aungst
February 28, 2001
Page 2
While our clients are supportive of the Beach by Design stand�rds, it simply makes no sense that
two weeks after adopting Beach by Design standards, an applicant is proposing a project that
violates a majority of those standarc�s. Moreovers the proposal would have a substantial adverse
effect on the cuarent uses on my clients' property and would negatively impact the future
redevelopment of my clients' property. Furthermore, given that Third Street is a public right-of-
way, it is inappropriate to be considering the proposed project before halding public hearings on
the issue of whether eliYninating a public right-of-way to the Beach, without relocating it, is
appropriate or, for that matter, is even perrnitted.
In conclusion, we respectfull� suggest that the appropriate course would be to canceUrescind all
proceedings relating to the proposed project, pending c�nsideration of appropriate
comprehensive pIan amendrnents as well as the appropriateness of the proposed right-of-way
vacation, and if those actions ar.e taken, that the applicant be asked to redesign its proposed
project in accordance with Beach by Desi� standards and in a manner that ensures compatibility
with surrounding properties, now and in the future. We are providing a copy of this
correspondence to all mernbe?-s of the City Commission as well as to the Clerk for filing.
Resp lly subrnitted,
.
,
,r-�' �,
- '� Gordon J. Schiff �
cc: Mernbers of Clearwater City Commission (w/encl.) via hand delivery
Pamela K. ,Akin, Esq. (w/encl.) via facsimile
Clerk, City of Clearwater Commission (w/encl.) via hand delivery
. , .
.
__ .. ,. . .. . . . . . . . .
. ;«_ _ �.=: ,; .., _
; � � ,�. � � �f , � � . ��,��.. �,� , �� t� �``�� �y
, ,_:. „ , h ,, . � .
r�} .►�� ' r �, � � ': 5: z4 � ' � �
• . �, � (� , Q �J i, . ' ,� ` MR' ,i fi � ,�
',�, , r i . ` ;J . � � �` <t�4 ,,.� a : .
�i. `' • J � 1 . " . . ' {� � � � �1 } �' ., ; .
�� � ' 1 � � " � ! � �.�. �-f . i r � s ,
�'., `' �'� '►'�"' � � ; y • �' .' a 1 , � �,-�-.
, i ♦ � �t ' � �!E ' ' �, .i
' ��; % ,i., ... � , i .�•�' �,�1 • �.,
� ±' .
�� • �1'L ,} a
£� . � . � t'' . .' � � � } y �a
' � ' 7 ' �
'4' , . � � s� d ^.` -
; .;��� ,�..... �� �.�' i..�� Y,
� � i � i � :.o; � : �� '. � ' ± yt C 4,� .e�t
'' 3 '„z
. . '� � �r � � C11 � . ��, ; ; n. :
.{ ' 'l�, ,1 [ ,�3 „ C:
.f �� .�/ .� ��
. 1 � :�. /1 :a
�' * r. tif� ^ . � L �,
� • .�• .� ��• �
C : ' �
�. � .. ' ' . � •
' r{ —
i a �. .s,,• ti �.r�1�� ;:�
; ,.:. � 1 - � �at �' h�ri � . �
,4„ �� ,��rE�•. � .�� y"}s� : �
� r .� «I `T�� l� •• . ,� F �. �
• j t ,+�.•' I
� :1 ., � ,/. ' '`� ' . +�. , j''
�, 7 '� i,` i ',1.."�� . � �,1�,
t �1• r �'..� � .� ;K; ,; ;�' �:,� ';
, � , .r;
� : :., : � .�> . . , �� ��:�
`i . ;�:... � + . . � .� ��
, � f�a.l ' � � t. 'j�, "' � ,"�.ir"' :,�1 k
�{I,f t, {:-• ' �__ x.. ...`
�( � ��'�� � � ��
E j ���� .�� G
.� . � � . �,A..f,�s�,r�?e„�ty,�;, •�y`, �'! i� 1.. ,j�- .
, �- r��t` '�i , � l �,q ' M 5.�/► � �' S
y,A � �'.'t .�� + • * 1 Sy' ' � ` ��
I_ �'>''��.4 v � � .,!{ r�.,* t i �' i ' I � '" ♦ �, i
rY ., ' '�
� � fi ,� �. y�`�" Y ♦ � � Y'• '
� « �+�. ly � � y, � s., . ; � ,: a
� R
f ' t a � � "� ..�
P, ' i �L
.`.. ��
;"���� � i � ��t ��. .� i{ +�41'
# . ►� � � � 'M ' V� ;� " • '� �`',
.r,r. ' ,1�. �` � � '`�'.� �•' ��;.�
r��'_���' '�� '. � s��.i ..�' ..i.
i' Y� , � �
�� �' ,� , i��;'� _I :;
, , . . 4`# : �
. � � �
Y�i. �� .'�: ,�'� . �t
,� A `
`�' � ; ,
�' R .�� �� ��� r �
� j'' ' 4�
, '� ,.!•�y� �
� ,. '. : � � :'t ,
. ' ' .��� �i, ` '
! � (
_ ` �`t -• `r�•, '�� �(
„�` , ` ' i t . n.,�' \\ 1
Yi � . Y �� i� •ri'�� � � ,d�,# i .�
III` , `�y•. . . .. ' ^�'� h '� .
� ,' . . . `�., - ♦ ,�.
I' , � ' � . . . .. . � �. �. .�� �.� 1J�+ ', ' �
i' /��. . ',., . - � ����� ,�� r•.
h`;,• i•�' ,.�� ' {'• y��i � � ��� � . :
I' '� . t • � ` '�h �u, e� �
It ' �� ����"'>.�.�
h.
.it �- °�
� '�^ I '. � ' �l�- ' �
��� � _ � �-:� : � � � ;
.� , .
,� :r. � � <<
t .. _ . .. - .�;- �: . :�
� � �+
�., ti , •;
:�. � �;,►� � i
� ��;�
.�
; • � "�+ , �
it� �'. X'; r - .. _i,�`�:
t ....- / �.�1►� � �
:� �, �^, • j\' :
•� �'��, .�� y� 7 '!.� � � '��
' � ��' Y � 4 MI � ' �. . .
' ,�.�.a�l :: {� `` � . "' . �l ►''�`��:�:Rxk: :�-{+..
�
� ;�y
� +l;
� Y`i
,, ,'
•`A
� �< +
�+1'
:.� �
�.� .. ,:!
:�''
. . . �� ��I��.
J�k
a �'� �
�;� �* �; ?
� r 4
Y�1 � • � �,
, t �`.7
s�� � i #, � '� � �
r ' �, �
� �.. �+�� `��
�j' � y
��4i �� �
•$ . _ .�! � !i,
r ��r ���
i.� •
, ;�,�:�
� ��'. � F� t ;
`. :
/ ;�
� t ��� �.
�
.i • �
• ��
y '•Y _}��
. t ._ . . a _. .,
� �!i;s::e�.+�
, , �, �
� �r
.�� : ..
. ,� ,
� ;�i'f
� .':
� 4.'
`•�r�
� � � ' �. l
. a; �_.
}.
�+
� 4 F
i
.iy. t
; �
.y
.� � ,'
, '
�:��iK;.�.
1� S
'• ti'
t� `.r
1 ,� 4 ..r�
��
�
? •
�� � i
in ,��
4
tt ,: : �
�`+ . � i
�,:n�� t
� �;�� X
, �i
¢� �i
;5� ��
�1i 'f
���.,., ,
��:sa '
. [
k t
i�
' f.ti�
,•. . , • )
5 � . 1.
,�
� ;
�
j� t
��.�-w
F
• s i.
,.� ,,,,
�� �
�, �
�� fi
N��
"',.sa`a". - 1 I�.
�*.
�
�.�� r
�
`�� r
r�#'�'� �
� y�+��
»�,;; e,
t�; .. �
c•{����
� t�
� -�
� � ,
3' ,. '�
�
4 .,
` i , .�
F .1
t
� �'�l�
. �V� ��;
_�, .
f �
µy�' � • i
�T� i
'4� ' � .�
3C
y'� '
A ��
1 ' A
f.`.,�.i'.\ �'. v
�JT
� '
�
r
; ' ' ' ..
t ;' .;
4 � ?
��.
�,-: -.
�.
.
�,
�,
r ; ,. .
� ..
s4.
:� � �
r'' � .
¢
�� ,
. ..• . . . . �. � . . _ ,._ ._ . ... •. �. .- . . , .. .
r'
�
�� Y ,
'� ..,.
irR, Y i
• p.;,,
� �
, ; �.�
� -� .
' :.r.�..�
' ``' % ' " s�+'
: �� �� � »:+� . �i.,�' �
! �1,. `�' E�i.
1. � . :�f .. Tr
t. "���':--`i `�. �t;�.` +..'r
'�•:+�:F�� .���
; 1�` - ',�f.`� *,T:
''i.—
;
. ��
��S,�r`�^,�, i�^,
�� �. �
�r � � � � ��.. .
� �
i,�,$ Tk. �:
frx:.:r:.:r-_,.s�� ^ 'R,.'',k: �,k'��3.:. .
t-�
�-` '
t�'�''. _ �,,
. ' ` i� '
��--�_s :°,�,� �� �'•; � �
. _;Y�� . �: ���
,� . ; :a"*'y�"�':^ .. � • 1 i �h
.. , 1}.i: n��;.+ �-� i� { '` �, h .
�:�nL... �, ;�� � ; � � .
, � : ,��1. ,:',-{,.'t � •
. �� .���, .�
, � ;��rt��_ � �
¢" .�+�:,sY _ .�.� � �...
I++i : i �''i. s :
� r�
' 1� .
�• ,.
��..� �•',''.
.�'.:;,.: �'-
ri'
i
�
�' , ,
i'�,, r
��
i�. �
� , � :� . .
::''x. :;
!�, s
_� .t�, f�
��
� :r'° ��
� ¢ � .{„ T �
�f� � �
'�j • �.
r � , ; ..�,;
i� �:� �
, ��
�;��'�
r ��
'��..;�ks__. �� .
_;.:�+��: � .
0
0
� .a
I� ��, i � .
�" '
,f � �
�,� .
i
, � � '�, : �
, �' ,
�- � d ,
:::� � , ..�. --t; .
x ,� r �� �
� M �
� � �.
�' , '��
,: Q :�:�v
O �T ..,�,�,. ,.�.:;. t s :
,: � t �`�'�*�+ 3rd Street � •, ' '� `:
�� � °� �
O �� � .. �'��
V : d �} 1@r�'"'�'���� .
t �.. ���:;�.
� : ,-- :.:.�
. � .•4 i n •
Y
� ' -
� r . i J .
i
., � �
� ' 1 ��,�_ -.� i� � � �
� � � � �,� * ; � �„ ,. f. ,�,, �� .
.
f 4 � �+�' - � - '. t
: i i � a.�
s� `'�,_ _ � � '� �S � i � :
� � '' } • �, � 'I
'�� ( � . � � .,,� L'f 1
� , . �;; � �'� fi;°` � '' .
� � t `. 5�
` � . � ♦ � ! �� J l.
i F,� {� �.� � � . 1�µ y� yy, � �i
.j; R. ,��,�,. f': ����y:,_ � � ' � , i
.'�S � , . .. �' YSi�
�; . �', ,Y.*i �� tte�.`•■ (�',�.���i�* ~F.a1�
:� . ( � � r ( � 7� +ir .�
. . {, �� r �� �rt��
k ;R':� `a ��,;�� , � ' � '.�`IR �;�:,a .. �
��$� � M1-4� : ! � ,����?�r� � f` , s�lf ?� �
r ' �,� ` �•p i .
` �� u • n� E �.f ��-" � �•,,, �
:i. �Y' '^1' . '{�' :.�} ^°•�� J
t��'n ,r;�' �.�'`�� � ` � � �
� � .�� ; �}'��.��'�`�,o!" ,
� '� . ��E�� �r�i�
.� • , � r �� �;�'� :- � �
�, �' `._;�a � , � 4 :�, l��.•I �i �� /��. �
{ � �� ' '43� � R: t� �
, C ` �,. ,
"j a� ,... G� �i. ;
` .;��� l `' � [,._1,� �'�x 4";
� �"i� , �
�]8�•l .. ...
4,. ,� ♦ �yA `y1. � � 1� ■ V �
.[-�c,� � �,� � ��f�.
��,, , `�'� `�- � . � , - � �'� ) ��
.� ti .�. � �i,� .; : - ( � ��
� ..'', �t
�. � ti �,�- � �
o.;. � , �,.,�
t ��, ` ' . ' ' � -� ,�a
� 5 �" , r 4 � '��
. �4��t� ���'� ��
X, � �
� �
� . � �� �i� "
, � t '���; `.
� � � -�
-�• �.� ;; . _ ' . �
�yr ._,
r !� : t ;� � ,
�•ji ' . ` �`:
� . _ . -�' � .�i
;Ar ,r
/ �� {
. .
:.
I � �r`.
�'y� � ��,i4
r �'� :;
� �.� .` �
,; :,,,,�'�,.�
-
:�� `'wt
t
l
�'
t� 1 �
t
.
`:
�
i�
i�i
- �
i � , �' �:'�'�. " .
_ �. ;�`" �' :�:`".
, . � � ,��tfi
' _� � �, � _���, �
� �F � Y yl , �+L��� �
� . , � f' : k i�T '�' A
4 ��. ; «, �?::
;;;' �r ''r � {�#
r 4� . �'/i t ���:
,�;� � ,�, .
, ` � ;���;d , ,, � � ;.
, � � t- . ��, .. ,�. .� � .
, � 7�� � ��
N k x .
N y ye
� � �� �1^t.'
� � 4� �.
'��' . �,,� f,,.� t'.x
._.�.
; � ``��. � ,� :
:�� ��� �� .
i� �• � � �I'^� �_
-°�� ,r
, ���f` . � �
'�`"" � � + ,
= F f . �',F;; r ;�:�` : � `,,*
� ....
.� �_
�' _ ��
� , �:'. ` , � '_.,�, � ;�
_' ,� • � r ` y�t'rt: d',� � JJr � y�
., � � � k� { . � � I / .�"
� ,� � r+
� .�zF�� � .� , . �
:�= .+.� . �+ � � ,� "r"y' z
_ �/ ���� � % � . J 7r�
. " �i � r � �
I1 � . ,.►-' :s � t..
i i � � / ,�p� �
�. ,�,�� �� r � . e�
, �� � � I �:
i •� � �_
'` 'g � � ,
�` . -� ��1 ' .
t� '' ~ ♦
� � � .
♦
�
',j ►� � ��
� � � , '�'j-'• .
� ��
'' _ �` ,� .�.
' . J�� � ,. ' �h
� + � b
t�• � : —•�
� :
' �a/� ...I�. �
� m �
.� : � '` A
` � q
I ��� + , � R
`- /
1
-� � � ' -: . �
��"j � � � � � �..
#�. ` : ' �
� --'` B "'`��
�--- � � _ ` �,
, �p � ,— , �.
_ � �
�
I
�
�A
�
��.� , �
Y , .�
i�;�'t � , j
t •;� P � �
, � �,
e � �
'», ��• � ».,',��.�""'t�'�r �j,'
.�: . . �.� ,
'. ,..,i' ' � � • y ^ •
t �.''i��'(Y�'�,� 1 • -1 `i � i
w
al��yi}��� " ��� ; �� r ,w
t
���?���IY� 1.
-e .ert
. }r:.-�°� .:,,�,^.'? � ' :` : .
�. � � T�:�f. ;�� �� +.�3�. �r„ � � .
. ' • fi.�_+�'t�ir .:1 _ _. �v p ��'� 'i
��
�
...�, .
, �
�� �
% �
�
��,• �, .
` � A
� f �
����
�� f 4
>�M�;;' ,�,�
;_;, � . ,�� � ..,• �
;= t r � .: .
3. •
�j� �}
i�� /'�
�
�� �
.� ,
r:
,. �
r ' � �
. �'
v"�� , . f'fr� ,� � � fI'..*,
1. t ,� � -2,,- .� -
..' �+� ���
. rk}m . � ' '�'�-,•'
( j �`'':, �� �r M� ������ f
�
� .;��,'� � �
r �{
�• �Y � }� =� � � ,�,/' 1"
��i � , ; �r� r'9�" f �:
.� �: ; ,r.
�.�; �� ��r',�,� �' '� �
�, . � �•i.� $ �
• � ..� � ! - ,�
• ` �.q'" . ��� ....
'»�i' r . ': s
� ��':� r ;.� , .
r;��'� � ',�
�r ! � Y/ t . V , ,
. r �.� .
4
a i� . =:..
�� �„ , -.i
.
�
; � . �,, :
� �
� ! � ��.. ".� ;� , .
,/" � �•'
'� �1n� :
��, _'� �; 'z
�r-- � • •��
� • �'•
� - �,;,..X , . � E
�, �� _ .� �: , ..
. ��' . ' °-
� _. � • �
�►--,�� �. . �; • `�
`K � "'o
�: � ti. , � �
� •„� .... � : ..�- �,
. � � �- V �.
�r_ � ;
� . 2 �
. �.", "'- I�
• . ��♦ '
.. , .. .... . . . . . � . � . . . . . . • . . . � ' .. ' . .. . . e . �. . . � . ' . . .. . . . I . .. ..
� �—. {� ^ . �'i f ' 4`�li�i i � s ;�� �
' �+�"1 �, x.r � „+ .
��� !. " !� , • � +� ' — � e 1" � J
� �� � . � z .'� � w � ' ,L � F
�•;� � , .. �' �( ,*- ..�
�' , �,' . �' . ,1'' � , �; e�
� � , . �
i'f ! r� %�., �i .� s
�: . , .r, � � % , , ` ��.� .. . /1• �� #' � i <j C :,' �'
►; '�' . � , • � � � �`';� ,'•.� �� ; 1
�^• ��, �. �.`t 1y. . ' i ,t ���.. � �{! �'� r yr"�
• ,� • I,� �T � ' � � � _ {... ;� • .{ �
'�r'`,.'{` • '.•S' �. r '�.. .. •.� ' .• .t . . . !�
� � . . `~ �, f � ' � . • � ~,� �'� �x .��
� , . � . , :� , �,
" , �`. : � � �f +.. , � � .j� �
' i �! • , � � ; .��, '� r' P
. . ' •'�' ��, � , f�^+' ����
' y� t. .��� f -. �
t � , .; � '# t
',� , �� � � »� � ��
�.
. R ��� ��. `4 ` ` �{, � n�
. . F �: ' ` 'r., �` �nr� :. �1 ;'`� �
, . ' + � ` ..�� +?
✓ .� � ' f . i)��,�•���"y. • ` S ;, r-
' ' ' } 4' �'1�+' j"'t..i` 1 . � � �' � ' ! �: � `
� ' C'� ,^ • . ► : 3'�� ; �s�
' � = _ �.� �� � •�
� � •4
,�� 1 ��'..�� � yi •�'� +.7 � 'f
' }� � � i � „ ' � r. �'�6, � ��• � 2"� -
,, f f• -;�. �' � i�3 ��;i= R'�`.
�� 1 �� , I'� �'�J. ,;' �'` �` �% ��`
. � , r :�; , - i� : ��: � *
+ �y �1• ��' � � w♦ � } �*�
- E i , y�r"� � ' , i�� � ' � ` + �!�`� ' '...., `� �' �:f'; ,
. . ���l �, !`;'; � '.!' .�1�� t v yt � n,'a+ '�r
• �- ��f F�, ,:r: � ��� .I �a
: ���"� ' _ �,��y �� 'i�,{':� r � • '.: .
�. x�� �`r�3,. � ��•?��,. , ,�,
:�' '' 4 t�.v f�F :1 . y� � �`, t. ' L'
� . /i
�.,. �a `� : � � R; ���- `�:� i �. �� . � . ' �: YV�',, � 1 � .`j.
. � f � �' .r � .� `' .t � • � r.
.A �t, s , � � 1,;�" .. •-. � . ` . . � .
.. �t: '�r�y •��` ��� ,�5�' � l� � �.�:.
•f , � i - � , � F T ;` �, - # . •i. � ;,.
�. + 1
� c ,� '�. _ f�` ,�5�,' '. � . F�
.. � �� ..i �4'�%' � .� G.
F ��. ,, �� .. .1� ' ��' �":2
i� � i�- � ' ? � � ' �.z3 � w`' �'
,� ?< <�' . ' �; _ , � .
. �; � .i: # . �;��1' t
� , 'OYI !.r �� � '' ' a �'�
. ,. . ��{� �i; 1 at } ���1•, r.
� t. !, . . ��• • ; .' ',�' . ' -. ' f
�: �' �t. f' � � ,. . � �
}, � / . , �t � �' ���.�.�y . �� ;�i '
� � . , � �- •"s' - � ' � .t .
'r'' . - j� �I 't�, '�". F �t � �� f �
A.. . „ ' • � :� t`, '+ Y y :� �
,�� . . . r `� ' £�. (� � `
' . � y . �. �: :' ' `, '� t �..; , �y. ?�
' , • i w'z�;�'� � •+�+ ! � � '�i 1: �.,�
, , _ ;.?� �,' t �� � , •� .3` : � �
• , , �� ;� . x ��,: i :..j -s�,
r , . � �� t+� ; �
� t , � � 4^+E� ��„ : ' �' � �
� . � ' p ' �� � � ���'vC . . 7�. ' �
, i . �+ '� - � �' 7
, `�.�. � _ s �
. !, ���Kl1i'"=• . ..
, . �y . V. h. . '.:
� + � � ' " ��� � , ,�_Y
, . , 1 �.
�1��:`� � � � •.� ' t' .�, ..y p�.
_ 4 -.
4 h` / . � � .1 i`I
. + .� � � •� � `� � ��
- ; - ;a �, .
.�:.; �� .:. .
���: .t:;- +� :�� � �'
: . ;��� .��� ��
..{ :,. J„ rt . ; � }. • t� , `;,� p,
� F �" .. �'.
�' � � ` :,;-. .,a��r '+ � ' Y . 7 � (�- �� �.
. �� ' .1: ` � � f � �y
G�,� �� � � � ~4 t J �, `\.
;�.�3`�� �:' +`I,� ` 1 � ..�, ` � +. `L��F '�
.�r: � � ~�� � • ,fi'�
�' k`���� �. �� �. �l : i�"��.*`�T-:�:�. �•;�. :°
;.
�
f�
C:'
�, �
. ��
:.,; .
'.:'r
. .. .. .. . , , .
..,
` . .. ,��t'. � �. �/ .
-t
^: � , i
��' �.
. 4 �
.✓t� t
i.l' 4
.f �. �
�•� `
� � �¢1
, �: �
�;
��• , i
�"r::
: �� � �
�
� �1t
t��* ,
.� � ,
�,� �
i -
�Y .'l.t�
°kq'�j�.'i y i�,�
�y yr � '�. �.
� � �+
� j���
�i� i
n . `Fr�
�a -� `
� r.
� � :r
`L!3 1
ii�
4
2.a(�f .
7 � .
r �
�''t •
�� f e
r,,`
�
r
� J ;
�t � �- t
rs .y
r 'i
�
.,
�35t +S
�� �. t
'ix���.. '�
¢y. c
L� 1 �
f� .� yy
�', ��
�t`
� {
A�t r .
w ��� .
a, �
r,�'J'�,. �
��;
! t�`
��y �F
�t ..F
� F • ,- �
E.,' ��`�, '
� _
� � .'� 1
.+s
v� .
�s, k .
C�� °
G�
��,. � ' �
r
,�t{ � :
d'
�
K.
l� �
�
� ��
'\
( �. .�.
�
'?.1 :' � �• . ..
T� y
J
,'Y , ,.l
.���:� � � � �.
:� ��;
�`.
i
v
��
�t Frr}� , :'
�r�t�"' `Lf`.
�
�
� ,�t1
, ��.,.
� ���.=� �
� �
#
t �.t r
� i �� '' �� :�
,:v ��N�t..
� C, �� : i .�. �:5 .-k ' t
� }� � L '�Y ��':%�"t1��,�,��1
�%�� �Nr _ ,� ��, �� ��
� . ' • �,s 'U..i
.. . ' � . ��:Y a
- . ' • ;C!';.� ,. a
%� �1J� . .�. � 3 . - ���i
.. - ° '"r�` � i± �6 �-" * � � .; ',�
�:*-- . ; ::.y .
"` , j �:" y. - --� , � .
_ 1I, ' ; _
« . ♦ ,1�;� . � i '' .'' ` '
. y �y �� � �Y�� �.b��'�
., � p_..,� l' �
. �T ' ¢ ; 1' C >r j,��e3
. '�„". � . ;i+. � �'�'}* � �
S - . !� ' �ie�' � li a. � r ` 4~F ���'
�r. ����'� �'� �'��
•i �', ::�,'
�1 4 " � � �'�Ci s. �
� � � w . � ,�j'� �, �
'� r"'_� F� �,.___�. ����, � (� ,�.
Q- .� � � �'� ;' ,:�
,''t r.:�`', , !� - „ �` f
. t �• ��� ', $. - j ��r' .
�' t
. + � �`.�r�,�: , i •
� � ¢� .
_ ' ` '�r , ....... �'J
t� � }w,~ �w� (.� � ` - .
_ � s _.9: . � � «
, 4+ ;:.._..,. _, ..,i'"� �,
+(r-"'". ' . ,,
1 � " j+ s w,
. ' ' 1 !""'� y f ' .
: � .. �'1Jl ���? '�} :,i' '�1Erisw.�
x..�•- . 4 ��� � ;�� ' ' L'
. �.� � � t� ���
'�� �,���t� � R..�'`n • ,���
� �
1�' '� •`
�j�'� ,.'i
� ,��� .�..,, � .,. ?da.i�..
� $ � . � � A � -a�?
. � � � a�-,� ` ,� �
. �
. �� ��; .
� _ �' . �; t
:��
t l i �. _ � � '�t�.
s } '� � j`� � ' �=��
�-- �
�S � ` � � 't tt`r.
{� "^ i
;,;• :+ ' � «it�,.* l .t .
� f- ' " '�� ±� �'�,: .� .� i ; � '�
(, � �'�, �� ,� �y L � u
, � - t: _ ,�.. ; ` ,:
� ��
� . 1�'"_ .. - (�� , , � 'a
"� ,�. g. _� a �. ' '� i'�'; y4.� T -cs�,
,. �,,.!�; S ;. ,�� �
r s; �
� : � �' � � � *'�. �;$.�, '�-
, ; � �` j � �`ji � 4
�-- . ^` `� �. ��
.. • - � i k
�' ' d � ' ''".--"; �,� ' �. ��'
}l ��;,t `� � � �.,
y
. �- J Y �s ��. ^�;ii.
, � ' y.' r� �� x.'x
r {,,.4.-' ,,�,4�.
i * f ~ ��� i
�y_ w1 + �''T' � 5 .� ' �
'yAC J ♦ f<'�" �'� ♦ ��
t.,y; ,;:�.�' � �.:a*�� Y r�., � � �� �:j;
r ; '�� 1 � .<;�'
_. w
��� � � . � ��
�. �
: ���°� f t$
:Y..,�;"'��� � ;. '1�
� : 4'
,"c�fv�'.��� �", `: #
j!'._! ;��'�. � 1�.. �'t `�
'r_, :•�` ,};'A
�' •• •7 � :. � N
�a �.� �i �,
'�" �,.. $����
� '.;. '� �' �
Y� .�` ,'+ ;'�;�
I f ,A. �
'�..
�'�� '�*..
�' `
,
��'.
�! _
� �� � �
. ,..4� : �
a t �'�--' ' R
. r ,;� �.,�.�, y
� t µ � , � ..I. �': �N. � yp�� t4
! ` � � � ��:
.. �_. . �y� �_6 e�. ��
t'. ��� .rj` �
.(� � � ' �
+ .f11'1
� � �� � .Tf , �' :
. '.. y��} .:��
.!
-,.f � � � ;�-: . � -�;-
' ' >s t� . � ;ra� � #. � "'
f�.. � . `s ;i:
.�. . � «:��`.. ��'—'^— � � , *.
I f , . �; � � �� ,#,,., . � •�
i, � �-- f �r`i f�' ��
4-..�' � ? �: �� � �,,a.
'� 1 16 �-f`-..- .. 1 " E v 5� ��':1
� �- `� , J = �"� ,
�1 �`c � •'� i ��T,''.�'J; �;:,
' ,:.. _ .� .' � • . . .. .e �. r^ ` . � , ���
� �, �'r � �\ � ` �., � �t � .:..7r" �..
-...�, � � . �,,��,. .
.� ��; �� �_ - � �=� . -
� ` ;�� �, { � .,:
, �� ��- , ��
�� �
� �j � � �� r �,.._.:- _. . `�� : � .
t? ..r p ^ {�`���: � , ,
' ' � ��' �'r� � �` � ' a
, + ` _°6' �\�y� . '..�
� �` - (Z'•. _- .... .i "i� ..
, C_r.- . Y..
i�� �
�' �. N M
� ' • t ��f , f' �7f L- et. �$a,e_
r " .�>
+R ^!'; ��; � .
' �� +.� p �1--; j,. � i y , ..��t - ., l :
��. �.�*�r i'`,�'n.�:,�i.
.�i xp }�{ IZ� ..-- �.-'�` . ..�� tY��
` �1T � . } : �,.
!? � � t� . .r � a ! ��� �
. ry � � �'� � : � �'i�y,�U�
. . � : t��....
. � ���� �r �
L�
"�. . Y. "�
!' � a
,f �� � � . ��, '�' �� ��.
; �+. :— • . �. .�. .
+; � , .. ,> � t�;a . , �s�c
, Q=�-.''_� ..� �� �,�r� ,�� �r�a � `.,���
� � �� ' ' z
1 �w •Y ���`�, � X ". i f +1
t {�.,' � F
� t "�''-- '• � • ; �
1�'-...y ,��� . � � �
. � .�. r �,
. �, . y�...:` � , yt:
i' �. f- �.. � � �s ``��" � ; ��=1.� ,�'.r
� � � � ��� .� h �<
« .. � � � � , �y �..
.� �"� �� '
- • '� �
T��. � r `��� -',�: � � � . ' ..
� t ~ �„�- �, fi •
. i' &� ` L.:o..�a / Y'� • , ��k�iJ,
}. �' y . �_' �
,�++ !.
*, .. rr '7r � � %
'� ` i
� ,,..• � + ���� .. � ,�
� � , ,. ; � `.
.; . �` . �T� r ir '' `
��'.•e''�'-^'s.. �•�.r ` y . �..
S �' �' ; � ^"' �}, S T"3;
���"y.� . ' .<r , �``�'.�.
, z =
R � ��4 :
�
Y� �
S�
�
,�.
��
_ .
�:.,
,..
'.' � �
, �''` J � � -' .
P � - �;��,��.
R �
►8`� � ! � . ♦ i .`"'. �..' _
I .. � �
, ,
f P
4 �
� j ��'i'.� � ,'x
:! � � ��
�, .P °' "' �
��. 1 � ��� ,
� �" �`h' �
�� i
� , � �� �,. E
��
. :��,�:_ �.
. �
: �� ' � � .
,� ,�-�,. . fr. .
� � `` �i�k' .
r ' ' ,+ ,
f *Y a
♦ ._-�• ,
.. , t s
�...
.t` � �_��7► —r�,,,y_ • ,7
�: ,.� ":r''� i ` -_
>�� r � �; �a � .
� � �:� �
t /j M
�) `.(� 1 h4Y i
'� ,� -.r� � .x�,v 1� Y
� d � .. J�� � � � � ,
R,,. _..�.� ,,�,,q�,��► ,�` '
.. •
-� _:�`� �'� , �S
f-._ - ,. � , �
.� ¢
,. � ���
�. ���,�� .
t� �� . . � ,.
�:�,. . _ . ��-
: ` ��
� d/�: � � �' , '
+� '" '�
.,�lf ' .� 1 � �• •
�` . ,• + .�,�''S �'� -
t � � � �� �' '
r
� ' �
.� �� � I
t±���r r• � • .
� Y F .
� �p � ; �`
�� r���• .
a , �,,, .. ,,_ .
� s. y , a .� � �
i� ,�+� V r
� � " � . �'��`
� ; .�� :� ,�;,,r , `a'
; '�� � �` � .�
_ 1 �' � , `r
,.. � . �-+Q '°�' - �
� 't ��Y .i:'� �°
�� p,. �.•.
�- r, � � . - t� ' .
� � i, .� :.� �,�:
� .4s �
� • � �� 1
� � , � � . .�•-�'
'� _:,�' � . � �x �
�. ��. ���: . � ,�
� ...... _ p,�..
� � �
r
�
�
-�
! �
`��.
� �� "
�
�
,
,
0
r
�
0
s'
� ��� I � I
� �
4t
i F }.:� 4,
'J :
i;. .,....L�� Y .�s
� � . . � l • ' � r t
, 1: ,„ .
�;;;:::��.�;; , .,
�., ; p�� w. �
'r �.a
�.. �... ...... .... {�rt
r�` a;:;; �....�
r, , a:_.
'�� y �R 1�i _' ^ ;�
,,�, Y„ . .
� ��•Y �
�
r, �:;��
� .x, �
�' Fp �
M�
�.r�ww - ("b +fl.� ...
,..r x�p i Y
nrr�aw�� ' f r' �
tij •�� .
.c , `,;�
�
t L�•� .
wy ...{ +ir
. �,��+-� �
� � �
'� �i'ti � ►±s:
�� }'? Mt�aM4' s
c+��u ` �;�� - 'E1
4
�' a� �
.�
� '
� ' � ��
"'� .y .t � x t
r,. �,. �.`'.
.'
:;-i, �
} � .�
'��.'�3.'S.R�N:� . •✓ . .
�� � 1 _ �` � � � �.: �'�.�.. .
; = �,�.�_�.�.�-�.�_,�.:.�,�
�� � �.�� �:
��t���� �-�,�,. ,
� � �.�� � �
�,. g :''�"=�=���-
; � �,`.�. � � � � �' �.
4 � � � � � � � � � ..
_ �aj���:'�'1�'��
, �..- °� �
.� ,. ��.�.
� ��
:.`y`w� � � � �g' +►'.. k" .
�'i
I , ; ,.��j;, _ •�� �
� ,�� ti
y �:'..
�*' :g, . � ��,�' ; � ��� � :
�e'4�� � � � � '
� s ��,
4 �
. . `4�.
, ;,� �
i?; °t �(a��� � � '':C �
� ��.�� '
_ .�..�
;�
-,�'�' • ` _ eP'"�
,� •�
..�•-
T �M �_yR
��� . ' ��
. .i� .. . A�,,.
!
� �' ,y`"� '�.
�"'� . �a.,.� �T �il�*
w�� ,i
� � � � �yti:
'��„r ���
*�� �.
�11' P
✓"�� n` �
Y �' ,�s�'� � " j
• �..ii�/„ �'" y�'+
i ,. , `
, ,,;
, ' .,r+'�' w
c '�. '
� � ,� � . ^ l,'
��. �
C Y'��
� ,��.
� �
� �� .' r . -
t �,� �
. r � � .,' �
F t
� � . , �..
r
�� � � a
,�,,.. � , ��. �. :
� `
� �w .
' ..+r�"'r� w . ,�
. � M
� ** r
���
f� �' -s :
��i •k� � 4� ..
� �._
. ' . . . 4 . � . . , . . I'. � . . � . . .. ..,� i. , . ' � .
•,����• ' �• .'�� �' .� ��• (f`r t '���� .�
''�, u .; . � `. 1 � E " � � . �. .r t-
�` ��' . � .��� i�. �:r�:�J "�"
�' rf . ...,�7i 1 r.l S�t. r_ yr
` � . .. j ., � �w' �� : �
. .. ' { _ . � �. '` ., v-;
. � � , � I .'►� ;f .
, :: � 1 ' , �: j � `tt1 . � j �
.+ . � s- . . ,�, f _ � '�
� � _ . �{ ± . � t, • 't� �:.^
,.� � �.. - . � , . ��'I'" �. f+ i'.�: *�c r
,,r. . �� _ =� �. � � -�.�.� •�, ,
;� � ' � ��j;,.' , �: •� "-.. � ,;4..�� `.
,_:.;. ;�. ,; � ��� . �-i1� �I� �:��- x � �.:. Y�`
�. , �. , � L� �:..�..
. `�,. �, . � � ::r, ,�-1., . f no . ��, � 5'� * � ' . � Y ' ,
r . .k� *�= � ra:t,��yi�..;t Jy',;x �i.�'-�T:.%�,�.$�� �xr "Mx j .
1 9 . �-�...�'.fi_g �, ua a.��'��` , :. L :,
.� ';� „�� � � s�� '�
r . . ` . . y.r«��� 4 s�.w ,ti. . � n E� � i f, i �•"a'�•"F�-Ca� � ' � ,`� � .
� �"?`�";'+,, '.`�'�s�ti� ��"J � 4Y��� �� ��; ��i�" � i .a ri 1i ,
� i�� • � '. � . � �' � �r i�`�t�:Z+SF3�.xi 1 X� ��a.� � Y
. � . �?+;���° �. � � .: �sr.t � , ��r"� �m7ea�tiar.ce� �5 j
. ' j � •. �;, et-ti "� � S� a}..R+y a !- �. i �
. . . ' ���L�, .� �. . � . �� .
. . . .. . - . + ��! �����+ ��{�'��� . 'f.
l n � � ? /Fi !E }* 4
. . � — ,, : � �� . � :���� � .: `� r ` . ��.
, '�'�'�'� sk�. �.`�. �p�"T^+yMc�at�wa i`�:.c., av:
�, ,A,,,���e � 1. .�;;���. � .
,, ` ;ue � �� r. �*, r dP &E ,;. 7c'
.,F��„ r <: 3� �'^�; w .-Y , : ..�+� � r -
p�� ✓, �lS4S;'��,.�t;��,,:..,�':�= � � u,j ��
x �� ,.
(� � � .
�� z y , ; h?pljS�tx.,H"�SL���',:b's,:n d,�'..
. J`�. .11di��.�h M ���tf �„
�� ', � �1'�+i�F �l�y.� �Jii4 ! ` -
7 '� F '��mttrx�±aa2tc.c�=r+
�' ' . , � sL''� .p � i';rxH� �'� t <�:;: ,.�.,,;c�sr'��i:�?°�r s: � ♦ .
. s s�:.. . �' =�j .
. . , . . . ' �r� �.. � � , . .
. �ta.` ��' : i.�
a ,� =
., '�e�� ��r
. ., .. . � .�, � .i
.. . � �i :,'y,+:v 3 •'��.
�
. ,. �. '.�`.� y� :%� i. .
� . � 1,^,; � ��n i',:� .. n,.w Lc��w.. fr `: : � �. .t. �f 3 i �. . : �` .
i � � ��� ..�e'",;,"'� � .t a��.,� y'��v,..t��lr�isi". ' .
.If � ��If r V�. M»�...�� �}l41�4%L) W911i SSp . f . X'.
� . Qi t �i ��'-�Y.t� Cr#;f, j1�! � f. +�rD � �.'.
'�6.. .. �.: _ �r�-ti"� �:i.� i. U?Z.S�_+',;,�;.•:M'�ea';,' r�'` ;v� ,� �,
%t`-' n• ,'���. r i .
^ � v"1' t.Wrytw. AYy�nf� S t f
t.. �'�LYt C714[� iTBij ��'•.
� rt !,d tiV- rtz.�+4:s s�
� - �; � �, �
�:�. .�� �� • ?ip�� � :� E fx � ".iC
z
� ._ �� � � . =�3 � �;. -,
1
� , +...
.. �Nt. Y : . .�. S .''1 ti � *t r v, r ' .
I . T°'z. yyi3�w.''}� .ir �t .a'.��.y�-<.$ y4��,.�r.
; � w., .. � 45;'�`.�'p�p,'�i'h r�a� � ` `� �ir.":..*��t�:�i::, �,i..�� �.'.
t�-�p. ��. Y�'� ' .;v' 7: �. ._. _ _ .
' � �. � � .t �s�"k.v'�b ;'3t
. i . r i , r�, ._ 7x � -- "'� v '�
.i `S,�r� �ei�""� tj,{y
_s. - ��wa;k, ;�qi:
�t' .,- . �:. %..�1.''S:'1 >.:.;� . ., r.+ , � .
� T,�
cY � E � i 1 .
� r�, t
��ftl�. `' .. �,�� ¢ � . ,�
r+ ,
...�' 1� _ Y �. ,
, � �..�� � , �,�
��,� � �j �� +�� � �
��� ,:� �rT��
+��;�• �i ��� � y`T � : • i � j�t t
� ,S i � v � � d�'�� 7 :
� ��� ��t�F �� ~ � 1 �����F�'� ' .x�.
.�µ� y y ..' . V �� I S �
� -'' 1`�< �' :�
a,•.: ,l ..�`_ . rii' �._ ' s
J',��i :�2. � l R ��"'�. �T�!�� • 1�
�t�ft y. �.}� T''. I,.���yei,+�- .�,j.`rF�a.�:.�F4^i.� iahr.T^:i .J
L ,i �
�' f 1t_ �.i.�� �; F � i t} ry ..
�-i l � �l. � 'XC19 4#� k k _ 'l.;i..
' S.� YJ ��- 1;���w+1 �` yt ��'.
R vy
� �r .�' : ,Y..'�'�;�' 3'+ is' . �
� t � t t � C2
. ' � 1 ,�i ar 1^v �
It � ;r y,� �� ' ; Sr �� + ..��i
�f �2 � ` �.�^�. y...r,;.
3`^ t. '} f n F '. Y ,, � 1
� ^ � i y �� • � �� •'�'
t. � ,' ' '�� ��F � .e: ;!' •` �1 .ii ��
�
',y y r� s �'�.''.y 's;,� , ��. , LL
«.. � � �,..
.'C � 4 � . .� . �
' r 1 '�•� '�';.J.. ..
. • ��, � � ��� �
A . �� . . � �, �
�r I� ►;'• . ,t. ' + ``, �.
: �i / 1 ; ►� • � Q� 1:
!�, . �� �( • i 1 � � � � � � •
t,�l�'� • ' ^ " :� � J • t • ( ' � �
� � � • .`i� ` ; _.,� •� a �7 � Ap i
�` �
f ' i '�r�'. '�, � �. � N
' ,�� _ ly��, � II i I „�„ � � .,� .
1
��
a' . %�
'I � .
,`
t
.t �, �,
.
�
#�,� �
�
, &. ':in: .
� }
y � �
..:eif;(. �`' a�
. .�
"�i ;'t1'�r rx ' �i•.
�I�� I� �
" .�. �r` `y .
. 't};..,�.., y � .
�����
. ��� . f � �
,� 4
.9t ..�.
r
,��
v
:� � � ��
� � �
ti . � �
�� � � /
'� �sy� i�
� �` �
.�# � �
� � � �
...� � �. �� _'� : �
����` � "��:.:.�
� ���
.tj• h � ,�'
S k • � � �.
• L + , r
i
' b., .
: ��
. I r. �
� i�
` `b � �
s .
.. �. �
�
7 ��
`;4. �
. . , , . . . . . . • � r . . , :. . . . . � _ .
�iii`�q3����' � . � ^ � � .;,.f1:1 u+i�...`�,5.. rt :���a+Zt+ir}".`�.�t� Y „ � h.. '.ry�:.:,._.{,�,�'C�,.;. ,r,.�,�, #" r 1;,:: • v�'� �xo :r.,� rr�' ,:....:. . �;�+ ' . „ r-: � � qt �..
.�i.aalL�ir._.�. a.•;l�_.,. ..�. _..��..... �r.z.�s�.r_. ....i.ti...�.i.....:7V4r�E.i�$'t�a'��1i'e_�i.4�.�C��v4�+�`..��.�ri�3��1e . �� Y I%`_�'�_'�
�iwe+�T
; }k�,'Yi4:
�
S '
� . . i � w .. �''.,: " . �!�!7'� ."k:� r i' v � k � J�,� � t°� j� , � � • �4 `�.iY'��".'4j` � .
� .,� � , -�; i+ �i"4r"' ii� f � �. � t � i � � ii-� �r��k.'y:!µ.`��y.'�`
-'� � .�r ��� �' � .+.i�s t�y� � rt j }17L �� •i, -t$.'r fs� + +^ ,�{, ��43 �ig,.`�"m�,` .
� �' r �� ` _ � ` � . � . i,�'J.. ,�+�� _ y _ ��-�.'Y"Y t* . �+9 �� 4��`'
:t e X � �7; ��5 M'i� {.yq�
f i�. i�.
` � '�'q f�' r ,� " t qY `� 1"y. :-t�'tC:'s % A ' l • �
t �i�� F �, �-.n�".-ia�r i��c-3� .t�� ��k��..Y � .h, '•��.�y�.,# �r�•,,r,?�����r .
n�*{.t! 'tte .�t ��i � a� �t, ,�j_ � �j ;4���C}r�.�
� l. . t' �j,l. ,�� �'��LN 1JfYh �'l�'iF7vhl. �l �M �' . `{r �* •�� ���}fo*.
� � ii ' � �"Lt � t � +, � �t k S�� � �s lw�v x� �v�, l�rqr}
I' i � � .�,:. � � 1 . }� Y�t �t�T � i �'t���,� ��'.t� K 3;i' k ,M�:• � . ^, t 3�� ���..'cy . ��
I i �� '•{ai . i�r t tJ.l� y 1"� t F�',��,�e;"- .�� ,P� , kr r. _ � � .'^+� � i �„�.�, �.1 . .
� ., �'� � ' ��t"� !� F �,, .: � r .. � ��i ;, .
�.,�,t r r �,,� � :h. f '��3fh1�N, 1 _�1y f,4�
( -�•.�'. ? ��i� �+.y.v^,'.�.,�,��'}�SFT. �'f!�'iM��Y �! F�,�t}��'�"T'.�k' rS' ��.
4�� '� 't
. i,..b ,i' i�'� ��4 -
F �� � . �
�t!v . ,,..,�. ifr
i s : � u� a
� '�..� . �`�' .
. ;�". �: :�� , ..,: .� „ " "FS'� j' i� 'I�y ,y�� �t � .-.;
( 'j .�,��56'+'${[ yc} F ��r:. Wj� t.�'�"„R'� . .3, 1�t. . �lJb'i� T �i:�ri� � �pyJ1�r. t'�"5�'', r.
Y
I � ' • y � '��7� ,�fi�� i:�,1�� y: �'i`- �'� :{t ..,,s � �'7 �.��{�'`+ • /�`� �y�(-. "V ^4..�i�1
�/ py.�� `'4� -I., i
I. � )_ �% y w' M .h � 4�' �_y ' Ot�:��•4 •l•y.�w� � i S
I . � :�-' ,-y �.:,:• ���Y, �r��j'�k ✓�i�n�rr�.ji�.�f7is � �,�'�y� �q�g.,.�,,�ri��"„i,�'.•�� '
V 1S ," r r � :,1� tj' T }� � � '•`T � ��'y, ��r L ��+� i t'<.
� ' . ��: i � .J�. T . ' �i q�C`'��' : jn St aa�c. r �a er dM�"x i�': � '
�'. = ',r:y � . 'S � � � ♦ t . ' 'Yi � �� �.F�3�� �.�' � .x�: ���iJR"�,�+ �-�t� � .�
f , ' ' .� �. ! � . �yy .^'�"y}., ' a �. r��'.1� �`.t .,C it �`I y4"'4 'a � i.rf`sX: � t��^ As� �
� ,.: 4f 7 r�t�. a L'•wTt rt�� �,, +� . S��ya,,.�; '3'2" �". e:f.T'� ��j s,. K
I. ;!. ,^ . x 3 `�t^'��AY �,+-W�,�!'}�-:.�z, r�C i�11' t . r .} r . `1'� � ''"`*���'t'�' ' ta�J„�" � ,,"�..� �i : `� , 'k' �.;���
w�e� Y �-� { ��'• �� .
� . �( r�S'� }*�. � �+ ♦ °� � � .��; � +' t 1: Yrt,: �'.y e� �'�'Y � y�r �+'G'�'.i�i� '+`^` ' 1" �'°•F;y*�'
I jf'( ' �!r'y���"rTi,',�`�, f �1 .� � �,�.. ti'N i �:�.'•ft;��..a '_'Ti'r �T•�v 7 '�
tr. ° z5.i�+7 �.%,.". t �y,� a„ ; '� s ,� � � '� �r �i �n�� �� a.
� �x�F;t� . ��.� i. � � , ].. `'$'i P. . SFS� �a t �.g. ,
� '�`'?� .�,�.'hJ7'tt:. t � { . ii. ^Fr t `�
It . ,�,.�E� �i* �rv�, �. �V t ���. ��: ��yJ � . �. r1�' ,y.,,���q��, i�: � .
I n . < i a 4 4 "g'uj`++.t: 4 � 3 �, �'� 5 "`� � 1� �. �� t .� ��i�Y'�Ys ;�,.:
- � �^ J �,*-�1 "T , . ��i. ] � Q .�s�`"r.�,y. .ri' ri+� xsi � M'F�i
> i _y a"' a� r Y ;'fz ,L,t .�.�.#M/' `l '�• ., , �` �ryyr'��� YZN �i•' f ���r',t�
� � 1� Z�� �: r � �.i e�f . i'n �a�C y. Y � .�i�'r; �,+�'� i �Y« y����;�� ♦
. � o- �t- 11 yty. ;, .�. e,� ��c.: w,a i:�� � r �` , .
" •.��. � ,�. `' ` '` r �, #,.: �?ry �, .: ' r 4�
''�"" � 6 s� �S} 1�, s�.r�'� +.,,���"t'�' s; '4 _ �.��y�f�,v� {i:S=i' p, �
d ' � �x,�1. '� �y . � .�y k :, r . 4 } ,.�+ .+ 4 �.�� �;x,t�l't r+k'..��s:�'�,t t:!�... � �L°',
f ..:, ,�'� 1� �� ' *� ?� k `� r<y � it ?. !�c� ,,.,_a'a ;a� � � �x . � '"3S�r.' ^; ; r �: � r;:
�.; (�-`'� .�� .�� = ti {„t �: � 1Htx1� ..i?.., a�, tr���' 3f�°'� � h4� . .
� ... � 4-t r Pre s.. "` k:t�` � +y,1. � ..���" �y a �"i/,� �.� i 1..
f '�;� ,`�'�C''�P�y. 7..� 1Y'� ''� Ha 7j Y � r a ���, a"Yr+..H�S'�S� yty i�� � 7�'a't'ir fi�� /
,}�. k a?�; W
I ' � � '��i}; '"+ �?� # ! f �%f ��r. < r ��b�� � .i .t i". C .�.5{. Y v.. �',
� i £.: a � ..,� � 3Yp 'i P �� Nx' F',}; � .-+t 3 � 1 �,!'v" ' '��..r J.i
r ' 4t^'yy�t+•t s�I;14 t � na 'i,}=r= 1� r s�{� " GE
� f . i •'��� 1:$.ta�7r' �t,�'d � � .�'. � i� "`��•t j 'y t � t'S=n.,,
(F .�x +^� rJt�ui �'`� "}s'� i.i i , ,�{ � ,� e �+t� 'hYF� � �! 4 r, ;
� { {. ,� 1 1 ./ �' ' !t . . P ' i A' ..
.`; �,,�� r � • i „� rd. d S�w` � x .t .4.� a. �, s . .:�,� :sH eti. r.., '� , } t °t .
t �y' ?.-, y-i: � � �, a'i 4 ,' �rk. r `,t.+h rt a, y .t x ,,1% s. � :. r� i p' M � +. � �.. � s ' . f .
i : t � ',Y �k�+4t^� A 1;•'Si-t,. � .. t � r.., ti 3 �j'�',y,1'"r, a -�k, Y;iiF �i�* � r„ $..' �,?
� � . �:n�''�- 'a � x �t� ���s�� w .:a . �,�. 2 `�'� ��• � � � � r '� r%k`�.s �',t e�t -
I . . _ ` xfr,i`�� �y -�."rl ""AiP,�' ,'�t �i ! � ��^�aa *" 4i . l�.,-�i
! s'�` 'U����kE2}'� _`,^�re}�`�k�'�'� a . i . � * ",�4`-'1'"�� tt '�'�}5 .,
� , ' t � ,� ,, ' .`��.+�.�t� t �'�i�'��'�, ' � A! �'��c .. rY 4 � " �' � � •y�� �'{
yw� • '�" � NtC* ' . 3S� �' k � ^4� -t�
f � rt :4T. ' Rf�. .�+ '(if"�F.' . ' � • i4 i y. � 7 . f . ' :: �, � "' � ,r �7 �'...
I' i .` �='���b F�4i.�.�.i� tyj# S�f�� 7 � � i1��
s ,�' �`»�z`�, �'� � �- °�-7' �:.
� . � �� `"`
� �{�,,�;'� � �M �� '). .lvfElt �w
' �',�-�� rfl`h ,�,ti`'Y �f' r�� rr�� f i 5•
:i i �� �;� t'�.• Y , r . �yi� *�'���,..,/ �•;':: f��3-�y»�+�' ..;r, � �
.. ;e`�i•� �.�.y�i. � C :. � . � ' . �,� � � Y+i �i
( .'� '''� J:'NV £�' jia+ �;~'� _ a: j C, .a�i��. . �`3.�" �b
{ 7 � �*r',�L�' �'�+ ' r . ,r. '��+;#' %l�w y'". . �. ..v� �i�'`�,
� s Y�,� '� � " w '� < . �i -a a � aL2`.�'y�,S� ..
� � �� � ;����� ' r � � ' p � ��' ' .
,it '� ' �` V li. ..� v�r ,, i"t's�.
r�` t�• � y� � «,
't • Y i S'"' .'ii �c�A��� y� L z.-,�`.�x' n � i� �
4 lfyj
j � 5°'M�. '�'}�` � F+^ '(,'7„1i �' �
�,, ,a �"' st �5 t- .t "'s y, q
�f:s - � cr �`-'�' f�sia t ���
,, ��.Y"" � ° �,
=�i ,� „" ..:�.t;:,^*ya�i"�'.
ti ' . L .t. �'t r+�> n?!r�. .;n'a�`•:�f f +.n <
' • � l t ��, ' ` +��y�;,�.
1 � Sii"" M �* ' ��' �} ,�j •.}
� i:i�*:^r;. ,� A . i �
-�r'{:[2' ' .; ��'.�ri.:;: j N
' � y !: 'ii �!!�. :l� ., '`t .�f. 1 � '
. / .1 i�i~' T�r' " " r . ~' ' .� 1� t �� 1 Ti . �
f •..��f `.�a�,l� L. '.i tis �� ' � �` . .
,' �i'�i F:, � iF i� 'I,+. ?� t ~ 1 '.�� � � , ' �77�? �*V~ 4 �� ,:F.'� "� .
� ����, 4r1 '1 .ji .,.:��i 7F � a, � ` �` � �. w � �„� .'' � �
(� ✓+'z r ''�- � �� �y.�l�' ���
�� � i ; ' . ,.." _� s.� ,�, r
�� �• � �z 't .r t. �,�� ��''
t , -. iw �;i}y �, af� ' � �q r . st y`'� � +��'i� h ;v
t ��,s-�,�y, 7' �} �Y i *.i�'{'�� . tS' i 1. . �y : , r .
i ��N,h T.{."�'�}'1 r� �1r' ��,��,Xi�f '�!� �', i.� V S �7f�..�i w 1� '
� .i.��S,'�� t,°r� p; , Y `� � ict� ry���w .-v ��",f
A v dl_' . �iS ���i���`a 4 i�Sq� �� �Ye++�� , r�fli. �
' �y, '? n 11' .� ''�^�i�i4��y. ::..,. t�+ � �Ot"r'� , r � L' ;1� )'t,� �3�,
�iR �} ir. .'� �v,�i ✓ ,i� � �. I � � X♦ ..
x .�r�?C v_£ i �.♦ ' ^ir � S � . �,�,,,,�. � 1
. . �,* ` � ` _ < ,«�,' i.�f.. S �''` -q� ,, � -�X f+ f
. � �; . s,, � �.,� � ♦ : .j s �c M +��. ir��� � , c� 4
r� .k tf.j:~ . �r' '. � M» � � � . � . .�` a n` F F�. `¢ +'�-
! W T ..�� . t � �}� � ,i �.Z t :
�sx. „ �f `�I�....`::' �G +�t,''F. }�n{.�. �� .,�.
rk R st; F .�..?' Zt�'i � �j. t � "'f' yg*�tq,�- - z �
'r �x y °�` +.i '.l } . ^�+�sfkRil
.� �`�'� ��j ;` �!R�. ;i ���� , . "� . �� `� t� � gY,���` r ��''�' �1•,�;
. ' . r��ij � .�. „ ry�y f^ ,Y: "F r':� ���z�:"C�� r f" ��6 � � � ,., � ��.
� � t�. �1� ,�,� ' � A �F �r.k
. } L'Ja �ti';s� � �.Y •�� �j'�f��l r �y��,i�9 f . .Y i { � ,
, 'li��,� J+.�; .., v: '.� ��` `� �p "rl ���� `' �' ;r .
. .. , � � � '�.�. .�( .K i,if � �L y� f��y`� � y'1. �1 ..
+ M
.7 '4' •; ���� � � �� { ,�,ra e .
1 .1` f-� �. ♦ {, b � i;,.N�Y: � i�S'r' ` ' ' y. �
�t'1 fA � Sjr
✓�p`"�r��� ♦ �}�t��b.�,q�'t�a�5'� x� ' :+ ft1� �.
I � � 'E � K',�A �k,� T��✓ _ ..j;,��:
' i . . • eC7 U a"i�,:: � i•, ,i - �.,.: v .
. � � .'t iY:� .
� �* �F . :,[�
:4. h � f',~:�?h��t'� '
, �'�� � o°Y�.�• - _'/s"''
' � � . �� . },, . �. ,
� �r a:
'' � ;i +y�« 4'♦ '��ti'.?;'
� .. -. 't . �� �� ^i' .� .}'
i
I � ��� .'Tf` �F`r�,� ��'
I'. , i, y�+� �f T � '
� .'
. -� . . . . _ _ . . , . �
i„ . . . .. � � ._ . `,� � +; . . ��� ' .
�.. ..y ..•• ... . ;.� � .,� i' .' , .�. . ' ' .
y� i � .' � �. .
_. , ,., , . .,
� . . �.� ._.....d..�........+".-,-� ..�-...`��^'o�r'r,q'wbLtY`i.�.a�.-.+a•:.,r.-- �. , . .
r� J 1� ...
_ �. : .. � , :. . . , a L t . _ _ _ t.� Fsi'���T,`�':.
�— ri'" " `� � u `` �' ` lp , f1
,, . .. . y 1 .� ��{r'� . . � �y�± � '. , �N,�,y,^=,
. . ' � . - , - - •'.�a, f ° ri / '..'�'*'"\.: , .�. ' �.J+.-+b • �i � r�y i ) A . . q.ji�'`�t . .
i �w" s
. .
• � .
, -. � . . � . � �
. .. . ,
� ,, � . . _ � � � . . .._ . _.._ � �. __. � ( e,: ..__.. — _ � .
_ . .
. -. .
:•
, .. .
. .
, '. . � �..—,�.�_....:.�. �. .._. - .�, : L�•�'�," t .,::.�, �t= ���:. e�?.;�����'�` �}�i F� ���
. _— . — _�___,.__. __.. .__ 2
� . f r. � �.. . :� `�� ..� � " � �v_ � C 1 . -� ` .
Y � � ; .•. ; f- i � �, I_' _
i. c. � �
! . � E.,_-...; �`''---_._, , ri � l ( '"---�--�-�,,�� i ti._� � �..
� C �. � ���� ic � �
j � � t ! � �, �' .iS �.,, ; '`- ' - � _"�-, + � ~`�--•-..__
� C,� �•-..�.,��� � � r'�'--r...��� � r,� G� I ' �� c i % t '� _.
� �� 1' r � i� r .. �r � ;, `��_ �� ��.. c� 1 � c ,�� ,- '` r'. � 7 . _�
+� J s =S S'9S � �+ �i � � ',` ' C �i u� �.� C ``..�,,�.,.,,�_ t i .�„'-:`!}, .k. �""�,' � (iF�.""`�--�_�� �.
S' 9, � C { C ' � = f r, i e+.. ° � '-- -`_" '�
� 1' ft�, I : "-+-:_ � �r'-+.� `�''�,- � ` -• � ^ � rr i-� �'' F � � ^...,,_��` C" ' � -ti.' ' '
,`y�- ---_,,,.,t f�' jC, ` "'__t_�, � --� ! �. ,_.�,,' r -�"'--�_ a',
�. c T`'�--_ " _�-�.� ; C u; cr �--�... 1 r �: i E c C i � �`�--.��_ '.
C- S fi C5 r B•f: -�--~.� v � Cn: '- '4 �, r r ...�_ � 1 ,� � ,
-�
J i � y t o �---`''--_-� I ';'� :" '--�; `�-�.,,--�! =. t� r- � �
� i�.: r �' 1 i '' � r ; � r^ �..�-�
� 1 i � �� � r, a-:. ' r� � G i
( t ! � � �L � ; � .`�, � "� � � �. ---_. � ' � t i l• `�-�.._,�
_ C � ! --�.,_
S ` ~ ' � , t. [ 1 i ? �' ' ; � ����-,..,�,� `'' �� y' � 5 i . '� r ``„ �„' , i�-�.�.""'-,-'�-�` ^: � _�
( r � ;� ) ' J � G q 1�,�•-,' ' -"'�- �'~ �-�_ i �. G O ' � '� � -�..�,``-�.�-
, j 5 r � s , ' � �.� r c ; �} �:1 I ; --� ` �� t ; ,
c '` f � i . ---_.. ,"-4.�
Grl r ��` � � j_ [. ~ I ,�:,'�_� Z,��;i �' r' _.�.,�� . _
1 � i i~._..�`'�"�IC.�1 _`� `'1 U ' � �' � G j �� i+ V~ 1' �"'`--�._ �
� i `J S � 'r r --1 )( � � � ' +, i t' �' i' t' � �, "' -
t t IC�, r� �'-�� , .
.i5' t r , ' �. , '�-"�� _ `"�` i, "(�'-_�`Y�.,'` ;
,, i � l^ "�'..`--�.
�� .�� � t `+'��l`` ��r� 'r"`-.� � i' � r `; � � ' i i j I � �_..�
r S. !�r t �• .--=`� „ ,� `, � __�_ _�+------..` �'-�-�---.__,' � C � �.
'� • l %•` � '� c , , ' `"r: ��, ; --
' ` `� ,� ''--�- , ' . �. ' ;---__y-
� ;'� ; • � -`-_-.` � (�''�;;.-� .. , � �.�'`;; ' 1
:-._ r_„_� ; :�• ;�r` �r ;� ,.�---..�- r�--�,� •ti�� _� � ---.
` j � �--""�,-.� :� � _ `ti y ' ___ � "'�-� c � .
' � � ;J; __ � j', :- � i r' "1'---��
�� ^� ( �'-----..._r�. ' + . �' ;�'' 1 j !�' r'"' -�-��`"-�-..
�� , �~�•` � � o' ° ' ' �~T�_. ' � ' � C - I"� � - '
L'�-; .' -�,,,,�-.,,T-^'�� �%� 11v ' f; :-___� f',. r��-:_`".....
.1; � �c ; ~ '.�, r l,� ; ,' �,1; �; ---._--...__, ! r:—..,_,_L 1_ � _ .
�' :a ' �' +''---= =: - •-._.____--. ;;'' � ?�; „": - _ .
� j :`. 1 v` cs -"1' `1- • _ '-, - _ - ' ' ! . 4
�r i • +_-_1y �
y�, i � L i � '� C' � !' r ' �'^' _� _.� - - .
1 1' v �. a -� � � � �`�-`,-_ . 1 , �-�-.�_.. ' , " "�`'�^-�'_-�ti
� � � � -' ' � -- -~ ' �` �''�- t -`•_ ' �Z. i �_
` � t � .._i '� �i, i C ��i � ' � ^- ' �. • `. `
i ' ^ :• i
t't , '1 1 � , �--�-._, _ c � '----__,_ �
��`- 7'' ( _ � ;1,�. '""i ., -``�; _ i
I � � 1--�� i ; _ I � � G , ? --'-_
� : �' � a � V ---^�-� r'_'� . • „ � � ', + , '
� J � 1 Ir f .Ji r I i. � .
� � � ' . . ^'L- '�. . . . ' it 7. fr-� I ; � ^ ;
,;�� G� f� G,. f a t�~; � f�+ �"� '`1 '�-�'�-..__ �� �
) � D.: t '.� t , ' � �,,,_._:
� p., „�. •':� .. [� 1 � . 4
s Q: / f 4 9 C �� ` -) � � � � �� . .:.. ' � +' ; `�'_'_`�'-�----��_ , . ' I� ti
�y:' J � JL � + ` � �'. t � � t _, :
f� 0 r � � f 9 � � r` v,;-""�-,---..�.,, ':� � '=�`' + �.. I
c,� i ,- i G%�. ; c -� . �--______--_. ` E
l` � J 5 r ".: °` ' —�-' -- � --�—_
j` �/�n` % �S ���r•� r.y---. os � ' �,,�= + � ; / �; ; "------_ `,�
��� � f0` i l Ii r��G �-- .'' -.�= � ; . f ' f � � 1
,, f : C' , � ' ,r C C ''� ;' � � ` '`��.�.,�� � � � � `�`� i � �'-�._"^_,_ ; ,
• � � �'�1�; YJi S � �
Y / �' �s l
r l.� � GS f �� � ( cr � ��'' "----- �_�, c •; -+ . ,� � � n � � �
� ' J.� ^`-� ,,_ / � � j c ! E �, �T` ---�-._: _ . M ; � i � �,.
�` �`/~ �, 'y``� f f G _��-_�`J .,_.. �- � �� ~ -" . "��-_""-.�..
, py lT�� \4` s' t� ( ' �`{I: ; G:; ' `. -.,-+1._ -{j % r� --�-.-.,,,,1
I, U- ` 1 ` � f,.' �"�-S"'^-. �__,_,;.!��ti '� C. D. 4 4 F "''. `. (
1 y / � C ~� � � / - `-„� ��: C;.. �""'�_ �
�, /,c. 4 , 0 � ' ��;. �r � � � � �.-. �
� �y �,` � %\ � � ,-._. �tf � �, ` � � ;_�. — ; ? � `--3
� � „ _ ��, .� F � �
[� . c ^'---.-t. ' a' 1 ` i �---�.,.�_
t� tt� � ` �i'`,�� ,,�\ 1 1� /� ±_f =• I �. � �Q � ' ' ' -�..^�-.-._.,,, '�
/� % � .\ , I : � .`_��. I �� .J.y ' - q r- � � f
E � L ; 4c` '� � � r : -'" ;� ---- � , '� -----; �.. ; s r ; ` ,
� s ,
� -`-�---`
' .^ �' s�i� � �-�. ;---,."r`'`---��---_! i � ` - � �� ; j�`�""-_`'_'--� ;
rx� � G % � i ¢ —. , ; , G � i � 'F-----�.''�- � _ G . � ! �" .,., '
f , ( c : ` c. y "'-,-�---ti , , o
1 � � C �} � � � �� . : r. e I!
y s �. � i �., `: : L ' '-'"~-. : C, ` 4 �
} ` � � . . ,. �-- � , , , H �.--.�'_ "--. _�,� I` ? C ..�.,,I
' �, Z G' � v j ,, '�.� � • V � � 4 � i r _ �--�t��__�
�� i f U r ` � � ; ' ' i ' y- `",-----t i
y 1�-�--� �� i �►' � � : � G � ` ' �. �+.�--�ti
.�_�ti K � �� `
P �%. P� f, i f � d-�tn�.�'�, � � Gi�, ' r-.�M� S. !
c'' .+. ..`. _� � 4 ..^'tit-Y-�..�,� '� �_"'�_. �
�p, � ��,� •�+ , -�---
4 -_._.,,__ � , ' , . .�,.._ r
c� , ��' � A� � '.�."-'w-.--.-�_ y � . r
`', i, � j �'�'� • �-t-�, �----.:.�--.._.�
y� /"�•-, i �`-a- t - I
`�� ' �,_,,,, �'� ; G : ; j � � ( , � '" , ' ' �-----.�
r, � � /' � G ': ; �. , `-�^'J � ' � � j ' � � , � y }--.__ � �r
,�. .r.� „ ��: �� ,�` `-•� __ ''� t'` � 4' :1'r � : E�' �.. '� fifi .. Y r.1' 1 � 1� � "'--�-�-_'_- �y� .
, � � J" & I � y , �` �,. ':J I 116 i i I �
_ C� ` 1 r'. ..'; � r � � x v'!". `"` . '� :s,>: •, , �.• ,. , t r9. -�-�; E : y --.. __ .___�
� �.Y._�nf3i��.-��b'�-4'l�' . � (
- .�._ t-.,4 ~-- r �-�C .� �: � 7 , { ' � � � i � .��r � � i
f ` �.._ ` .+i..:i:1' _ � "1 G ' ' � �' .'� ' � _. ,7. ` �� � J ; I a � C� ; �.
� �~ ; i
t.. E, i ; Y fi � i �, �, Jt,' �
:;-, �,r . � i
y t,� � � 1 i
i S' ;. �- � ,' � � f �
-`r ,
�
� _
#
'""'� _
..�
'""�!
� ,
�
:.� " �
�
� - . �
Clearvvater Seashelf
Resor� Planning Analysis
�
, : ;. `
� :
� . � ., _ _
.
: ,.
: �, _ _ ,
� _ .' .
� _
� � , .
� _ . _,
. . . _ .
. -. .
. _ 4 .,.,:� ..�'..... :...... .;__... �. .. �.� - . . . . . . _ . . . . . ' .
� , . . .. � . � . . . � � . . �
, �, . ��. . � . . . . .. . . . .. . ..
Pw � ' _ . . . . . .
.� . _. .., .. . ' . . . .. .. .. .
.... . . . . � . . . ..
.` , ._ . . : . ._ ._ . . ". " �� .' . . . . . . . .. • . ' ' � ' . .. . . . , �
.���: .' �.. .� �...:. �' : . .:�-..�.. . .'.:.. ._. .... ., �. , . � . . . ;..t� ; .
.'., .. �. . .: . . '. � ..�_ . . . � . . . , ' . . . . .. . . . .
�� . .. � � . .. .. . . , . . . . . . . , _
� �.. ��� � :��� :� ' .. . . . , .. � . . . .. . � . . " .
P�repared by '
" °�' Engelhardt, Hammer & As�aciates, Inc.
� '
5444 �ay ��r�ter Drive, Suit�e 'i22
^s; rs . Tarro pa, F L 33609 _
� .
}�� z
�
t:;i
s
�
� ,�
}�,.�
ENGELHARDT, HAMMER & ASSOCIATES
� Urban Planning Sereices
',���
! :M'�
� February 28, 2001
�::�1
� City Cornrnission
: �.�
City of Clearwater
Clearwater, FL 33758 . �
� Re; Clearwater Seashell Resort
Dear Commission Members:
< � vlaete roosedCerwt
Our firm has been retained to review and e a u t h p p I a a er Seashell
Resort, and det�rmine its compliance and consistency with the City of Clearwater
;'°'� Comprehensive Land Use Plan, the recently adopted Beach by Design plan, and ihe
'� City of Clearwater Comrnunity Development Code.
The attached analysis is inc0uded for yaur review and consideration relative to your
� deliberations on the proposed project.
r �
�
� Sincereiy, _
� _
r�� ., ..
ka� .. ..
• '
Ethel Hammer
` Principal _ ..
�
�' _
��� .
�
�:. � , :
, , ; ;
,,
�`
�
S4,ta Bay Center Drive, Suitt 122, Tumpa, FL 33609, 7'elephone 813 282-3855, Far. 813 286-2308
�
�
�
�
��
t
,
,
,
Analysis of Project Inconsis#encies �nrith �each Bv Desiqn
S�andards
' Policy Statements
Page 2-GulfviQw/Coronado Hotel/Retail Development
�� "The design of buildings in this area should aflow greater height while
,
j maintaining hurnan scale at pedestria�n levet and maintainir�g light, air and
view cor�•idors."
R�
i
s
��,
i
a
��,
i
�
,.�.�
;�
n��
; ..:�
,
.:�
::�
,,:�
.�
i
,� �
,1
.�
.r
�
�
..�
�
t
�a
�
t�
�
�+
-a
�
�
�
=
Light, air and view corridors are not maintained with the proposed building design.
These aspects of site design are not possible with 0' setbacks on all property
boundaries, and with the praposed vacation of Third Street. With no repfacement
of tl�e Third Street right-of-way, air, light and view perspectives for the general
public have been e{iminated.
Density
The gross density af residen#ia! development sinall not exceed 30 dwelling
units per acre, unless addiiional density is transferred frorn other locations
Clearwater Beach. Ordinarily, resort density will be limited to 40 units per
acre. Hawever, addit9onal densety can be added to a resor�t eith�r by
transferred development rights or if by way of the provisions of.the
community rAdevelo�rr�ent district (CRD) desic�nation. tVonresidential
clensity is limited by Pinellas County Planning Cauncil intensity standards.
The proposed density of the project is 153 units per acre, ass�aming the vacation of
Third Street. (If Third Street is not vacated, the proposed density of the project is
250 units per acre). This densi�y exceeds thz density permitted under the Resort
Facilifiies High cornprehensive land use plan category, and it exceeds the densities
referenced in the Beach by De�iqn guidelines. According to Beach by Desiqn, the
density for a project can be increased through transfer of development rights or by
designation of the �ite as a Community Redevelopment Qistrict (CRD). There has
been no proposal for transfer of development rights to this site from any other site,
nor has th� site been designated as a CRD through the appropriate governmental
procedures.
Height
One hundred feet (100') iS the maximur� permissible building height, exc�pt
that the height limitatior� may be increased to one hundred fifty feet �150') if:
The proposed building design exceeds the maximum building height of 150 f�et.
The Clearwater Community Development Code specifies that height must be
measured from existing grade to the midline of the roof; therefore, th� h�ight of the
building from existinq grade to the midline of the highest roaf is approximately 168
feet.
-,
�
�
,
�
�
i
�.�
�
,
._�.,�
�
.j
... �
;�
,;�
: ��
1, additional density is allocated to the developrnent either by transferred
development rights or with bonus hotel units pursuant to the CRD
designatian;
Additional density has not been allocated to this project through the transfer
of developrnent rights nor has a Community Redevelopment District been
established through the appropriate governmental procedures.
2. poe�tions of any structures which exceed one hundred fePt (100') are
spaced at teast one thundred feet (100') apart (w3th no more than two (2j
structures which exceed one hur�dred feet ('t00') within five hUndred
fieet (500') or four (4) structures which exceed one hundred fset (100')
within eight hundred feet (800') sa long as the elevations of al(
structures which exceed one hundred fieet (100') when such structures
are viewed fram the east do not occupy a total of fo�ty percent (4a%) of
a north south vertical plane which is parallet to th� alignmenti af
Coronado a�d North Mandalay of the building envelope above one
hur�dred feet (100');
The project, as designed, doe� not meet this height standard (Exhibit A).
Most of the building cross section is designed to exceed 1 a0 feet in height.
The two main towers exceed 100 feet, but the portion of the building
separating the towers also exceeds 100 feet in height. This is not permissible
under the Code.
3. the� floorplafe of any �ortion of a building that exceeds forty-five feet
(45') in height is limited as follows:
'`� a. between forty-five fee� (45'j and one hundred feei (100'), the
��Y� floorplate will be no greater than 25,000 square feefi except for
parking struct�res open to the public;
�
,:.:.�
.�
�
_�,;
;
i
�
��
:�.�
�
��
�
1
��
�
��
�"�l
�
The applicant, in the proj�ct submittal dacuments, states "[t]his design
constraint cannot be accommodated in the subject parcef due to the
establishment of parking on levels 2 fihrough 7 of the structure." No
waiver or varian �e to this requirernent was requested by the applicant
as part of the site plan review process before the Cornrnunity
Development Board (CQB). The entire parking structure is not open to
the public.
between one hundred feet t100') antl one hundred fifty feet (154'),
the floorp�ate wii! be r�o greater than 10,000 sqcaare feet;
The project design does not meet this requirement. The applicant
stated in their application that the buiiding v�ould have varying floor
plates ak�ove the sev�nth level. Accnrding to the building floorplans, the
floor plates between the seventh floor ana tl�e eieventh floor are each
over 30,000 square feet, wrii�h substantially �xceeds the 1fJ,000 square
foot standard. Thos�e floor�s (7-11) are Incated between 100 feet and
'150 feet, and therefore, the building does not comply with the adopted
design requirements.
..
C
�
m
F:
m
f.
�
�
•
i ia .��. [��
I�'� -
�
�
,,
.� , r
C/' i
�� `
'. r
�
lf �� ia
:.� � �
_�
as�a� ".
�f t7/ ./,f� . '`
�'�.` �.� -
k �t :'�
r�► �.
i�uu .�:'.
��t�+n•.
1� . � : :'.
�.` .-'.
tli�RL'� ? ;
I�E1+�11 � �;'.
Ii��C!�JL � .�,�
i�u�� :
�
° — ;.�'
til�l��1 . :^'
I�l�ll� ,
t�l�ll+�l :
11���� :
;!R --.-��� �
�r
.� -, ,
•t';'..':,r'
:.� I
� I �.
( �� ,
I,:
1, �,J� �-�,
r:i� � :'
�,�r� �.,:,
.�. ;;. .
-
' 1... /�� 1� V■ 1 • ♦ !
�
(
�
�
i
,
;
�
„�
�
�
�
��
� �
N�
G. Design, Scale and Mass of Buitdings
3. At least sixty percent (60%) of any elevation will be covered with
windows or architectura! decoration. For the purpose of this standard,
an elevation is that portion of a building that is visible frorn a particular
point outside the parcel proposed for development.
The building design, as shown in the applicant's elevatior.�, does not meet
this requirement on either #he north or south sides of the proposed building.
4. No rnore that sixty percent (60%) �f the theoretical maximum building
envelope located above forty-two feet (42') will be occupied by a
tauilding. For the purpose of tfnis standard, theoretical maximum
builaing envetope is the maximum perrr�itted building volume that could
be theoretically occupied by a building and occupied by a buifding
incfudes any portion of the maximurn poss�ble building envelope that is
not visible from a public street.
�� The building design does not meet this standard. The b�ailding occupies
� almost 80°l0 of the building enveio�e above 42 feet, as shown on Exhibit B.
Because Beach bv Desiqn lirnits the building to 60% of the building envelope
� at this 1�vei, the building design does not comply with this standard. There is
�� nothing in the Beach bv Desiqn standards that suggests that only levels
above th� parking garage should be calculated in this analysis.
���
:
��
y�� _ .
,
:.� . ,
� v�j , _
: � , _ . `; ,
, �� . _ .
, ,
� .;.� - .
�'� . . _
..�. _.
_, .�
..�
� ` ;
�
�
.
�
i
�
i
3
�
�
.� 1
�
�
.:!
�
�
<z:
�
��
�
t'=
�
�
,�
E�
,�
r�
�
�
��
t>
Z
O
>
w
J
W
W
�
Z
W
Q
O
0
¢
Z
�
O
U
�
W
Q
�..
U
�
�
�
Q
�
W
. �
�
x
H
�
Q
x
�
W
z
W
F_XHIBIT B
h
d
V
.�
ti
V
C7
�
C
fi
C
d
�
fi
C
-C
�
�
�
--•
�
�
r�
i
�
��
a
�
Analysi� ofi project Inconsi�tencies vvith City of Clearwater
Fut:�re Land Use Element of Comprehensive Plan
A. lnconsistent with Standards for Pr4perty Pian Classificafiion of Resort
Facilities Hi�h (�FH)
1. Floor Area Ratio (FAFt) Sta�dard.
The Land Use �lement establishes a maximum FAf� for the Resort Facilities
� High (RFH) land us� category of 1.2. The FAR calculation for this project,
� excluding the parking garage, is approximately 3.6, approximately three times
a
� the allowable intensity in the land use category.
�
,�
2. Impervious Surface Ra#io (ISR) Standard.
The Land Use Element establishes a maximum ISR for the RFH fand use
� category of 0.95. The proposed project has an ISR of 1.Q, which exceeds the
�-' rnaximum permissible within the land use category. �
W.,:,.�
�
. r,��
3. Overniqht Acc�mmodation.Densi�v Standard.
The Land Use Element establishes a maximum density for hotel rooms of 50
r`� � units per acre. The proposed project has a density of 153 units per acre,
�:LL� assuming the vacation of Third StrEet. (If Third Street is not vacated, the
density 4vould be 250 units per acre).
�
�:�
,-�
���
...�,f
. •i
►
w�i
�
e,�
�
�
t.�
+ :i
�
��
�
�
�
�
�. Inconsistent with Adopted Goals, Objectives and Policies of the
Comprehensive Plan
Future Land Use Elernent
1. Gual -- The City of Clearwater shall continue to protect natural
res�urces and systems throughout the City and ensure that these
resources are successfully integrated into the urb�n environment
through land dev�lopmeni regulations, management programs, and
�oardination with future lanci use intensities and categories. (pg A-3)
View corridor of the G�If can be deemed as being a natural r�source.
�acating without r�locating Third Street and allowing setbacks of 0' along the
interior side yards eliminates the viev� from Coronado Street. This resource
is therefore not protected.
2.2 Objective - The City of Clearwater shai� continue to support innovative
ptanned development and mixed land use de�relopment techniques in
order to promote infill deveiopment that is �onsisten� �and compatible
with the surrounding environment. (pg. A-5)
�
s
�
�
,
, _
"�
., :�
�
,�i
.�
� -
4. Goal — The City of Clewrwater shall ensure that ali developrnent or
redevelopment initiatives mePt the safety, environmental, and aesthetic
needs of the City through consistent implementation of the Community
Development Code. (pg. A-11)
A view corridor to the Gulf of Mexico would definitely be considered an
aesthetic need of the City. Setbacks of 0' elimin�te this view carridor and do
not further this goal. .
Recreation and Upen Space Element
Policy 24.1.7 — Preserve beach accessways through development
co�ntrol and preservatian of accessible street ends,
;�<,:
The request proposes to vacate Third Street (without relocation), thereby
elirninating a public right-of-way, which is a view corridor to the Gulf of
� Mexico.
� '
- _ . ;
� _
, ,., , _ ;
,
., .
.
:
i �� �. {
<- .m�d ' '
.. , _:. .
, � :
_;... .. . .
. . � ,: .,f.
�_
' . f .' " ...,: .. . .: , � -��.:. .'.'��:' .,�..� . . . ... . . . .
� . . ... . � . . . .. . ,.
' .' �.. 'es '
.. .. i. . . . - . .
' ' ' . �..� ' . � . ;•._ .. : J . . _ .
. .� •' .. , . .
�
' f+� � . t ' . ' . . � . . �
1 � ... .;. � .
� :. .: , '�:. . . . . , .�
.. . .. �> . . .. . .
�ww{ � . . . . .
. .. . . . . . .. . ., �
. . . . . .' ,. ..
. . ... . , . ,.,' . . '.' . . . . . . _
. . . -: . :.�: '� : � .
� . . : . . .. . . . . . ... . _ ''.� :. �_...' ' . . .
... . . : .. ' .. . : .
. -. . . . . ' • . �' . . '. ' . '..
. � �. . t � � . , . _ � . ' . . . . . �
� . . .. .� : : ' � . � _ . _. . .
� . . .. � ' .. .
� . �
` e : r � , : , .. - ._; '., , ` :.: . . : :
. , ,
,
•r;� ;,: �
,. }
� 'r
�� } � _ _
,.
� _ ., � :
,
�. , . , , ... _
.
, �. . . .
,, _
_
�.. �
.:,: . _ . . , _ ,
.-.'.. _.. ,..
. _ _ , :., . _
�
� � ,. '
.
,._�,
� _ - .
. . .. � � . � . � . . .. . . . . . _ r.
�
-�,
�
�
�
t
�
Ana�ysis of Project Inconsistencies with �ity of ��earwater
Corr�munity Develapmer�t Code
Generai Standards for level one and level two a�pproval conditions
1. The proposed development of the land wili be in harmany with the
� scale, bulk coverage, density and Gharacter of adjacent propertie5
; in which it is located. �
~°•� A 150' tall structure, most particularly the portion of the structure which is
; seven stories at a 0' interior side setbaek, is not in harmony with the
character and sc�le of surrounding properties. None of the properties in the
..�,� immediate vicinity are of a scale and height comparable to the proposed
� project.
�
,�� 2. The proposed developr�ent wili not hinder or discourage the
� approp�iate development and use of adjacent land and buildings
-�� or s�gnificantly impair the value thereof,
��;�
r S.:'�
_��
S,'.�
-,
,
� ���
.��
: _�:�
�
,�
�
,��
�
�
�
,
;
zt �
The proposed development will most definitely hinder the appropriate
develapment of adjacent land. "Beach by Design" states that one its
purposes is to encourage design of buildings at Gulfview/Coronadn that
allows greater height whiie maintaining human scale at pedes#rian level and
maintaining light, �ir and view corridors. NQt only does the proposed project
not retain any light, air and view corridors on that property, but it also
negatively impacts �he light, air and view corridors on all adjacent properties.
With the proposed zero setback, this development is "wall to wall" from a view
corridor perspective on Coronacio and Gulfview. 7his is a small property that
is proposed for deuelopment too intensive for the site, setfing a negafive
precedent for inappropriate overdeveiopment along the entire Clearwater
�each Gulf frontage.
The fact that the pro�osed project has two portions of the building taller than
100' located on each end of th� sit� servPS to severely restrict developrnent
taller than 100' on adjaceni properti�5. The allotment of two towers to this
property gives an undue allatment to one praperty owner, anrl ar�ain r�stricts
the design, scale and height af development on adjac�nt properties.
�. The proposed deyelc�pment i� con�ist�nt with the community
chacacter of the im!m�diatP vi�inity of tt�e parcel propo�ed for
development.
See #1.
�-.
.��,
. 6. The design of the proposed development minimizes adverse
effects, including vi5ual, acoustic and otfaCto�y and hours of
`" operat�an impacts, an adjaceni properti��.
' The design of the development does not meet this stand2rd. One of fihe
'"� design guidelines in "Beach by Design" is to "avoid fu� ther "walling off° of the
; Gulf of fVlexico and the intracaasfal Waterway with "rows" of high rise
buildings." Approving this project, with Q' setbacks and fhe vacat;on of Third
� Street (with no renlacement of the Third Street view corridor) creates the wall
� that the design c�uidelines sp�cify should be avoided. Affording every
redevelopment project alor�g the beach the amount of setback variation and
::�� right-of-way vacation proposed in this instance would result in a solid wal! of
� development on the east side of Gulfview.
;
�
;.
�
B. Flexibility Crit�ria For Comprehensive Infill Redevelopment Project�
.,,�
� 'i. Th� development or redevelopment of the parcei proposed for
� i develc�pment Bs otherwise impractical without deviation� from the use,
intensity and deyeioprnent standarcis;
�
�
...a
,<:�
�
�,�
:..�
�
�;::�
:.;��
.;.�
��
�
....�i
�
P�
Although it is understandable that some deviations firom the standards of the
district are appropriate to develop this site for a resort praject, the degree to
which #he stanr�ards are being waived is e�xtreme. To approve a project that
has an Irnpervious Surf'ace Ratio of 1.0, no setbacks from any propErty
bound�ry, and a height, in the form of towers, that usurps develapment
options on adjacent properties is, in a word, unreasonable. Development on
this site would be practical, and possible, with smaller, �nd more reasonable
deviations from the development standards.
The uses ar mix of uses wi#hin the Compr�hensive 9nfill Redev�lopment
ProjeGt are compatibfe with adjacent land uses;
The intensity �f this project is not compatib(e with surrounding land uses.
This is the result of attempting to put too large af a project on too sma11 of a
parcel of !a�-�d, part of which is public �ight-of-way to be vacated by the City. it
is the intensity of the proposal that makes this project incompatible.
3. 5uita6le sites for develapment or redevelopment of the u�es or mix of
'�� uses v�6thin the Compreher�siv� Infiil! Redevelopr��nt �'roject are nat
� otherwise a�ailable in the City of Cle�rwater;
,�
�
��
�
��
�f
�
�
�
�
Obviously there are other sites that m�y be more suitable, based upon their
size, and the ability to develop a project withnut vacating a public �treet.
4. The desigr� mf th� proposed Comprehensive infill Redevelopment
Project creates a forrn and function *Nhich enhances �he community
clharacter af the immediate vicinity afi the parceP praposed for
developmen# and the City af Clearwater as a whole;
�
�
�
.�
The design of the project will not enhance the community chara�ter, due to
the combination of all the waivers that are being requested. In fact, this
� � project s�ts a very negative precedent, in that it provides absoluteiy no green
• space, no setbacks, and eliminates the light, air and view corridors for the
public along the project frontage. ihis is not a good statement for future
�_ praje�ts along the beach front�ge.
5. Flexibi[ity wiih regard to lot width, required setbacks, height and off-
;� stree� parking are justified by the benefits to cornmunity character and
the irnrnediate vicinity of the parcel proposed for developmen4 and the
� .
City of Clearwater as a whole;
' x`�� - Application of this goal must be done in concerk with what is reasanable, and
what is compatible with the character of the area and sur�aunding
development. The degree to vvhich the setbacks and the height have been
:� " s h c u i
flexed on this parcel would not be viewed as benefit to t e ornrn n ty
character and the immediate vicinity".
� .
� �
�t
� , - _
��.
.� - ,
,
.
M
.
� ` � .. . . ' � .. � ... .
.�� . . . .,. '� . � . . . " .
. � . �. :. . �. , . . ... . . . _}�_� "' ...,.: .
�
. . . , .. . � ..: .. _.� � '.,. .�., .. " e.'; . � � .
1, '. � . ,. . . .., . '� . `.�.� �..
.
. . . . .. ' . . _ . .
� _
. a�.+� : .. . ' : . . ' .. . ' .
' � ..' �... . ' :.e .. ..
�, ' �. � � . ... ..., r . .
. .. . .. . .. �. n : . ,•�� �
. .':. . � :. .:.. :.. . . .
' . t . ':: '�, . .�. ..� . ... ..t . . �. :'
'. : ( ' '. � ��' . �� �.
..
� .. : . . .. ' - � .
. .�:. ... .: ' . �. '. . .
. � � ,' �"_; . . . ••( j .•� ..' . '
�•� ' � .• . : �.� . .� , � . . . .. . .'
;. "��' ,''. } . d'e. " � ��� ' , -
�� �. :�:.�t �� ::.: '..� ��:;. - . , . .
..: � "�':. . ' .:. � ' ' " ' ..1 � � . . ..
�� ;
� ... . �.., . .
�
... .. •r y . ':` ..:� ' ;
.. ': • ". � � . '
' .. � .. ' , �. . .
. . . : . . ; '.::.. ..: ' . . .. .: r . '::.:
5. .. . .� , . . _ - _
�.. �.:.. ....
• � � yp� �.. ' . .;' '. '. �� . �. . .. _ . . .. . .
� � . ' ��t�� . . � � ,
� s � � :4:�� . . ; . . . _ � . .. � . .
..'.'-� ab.,. �'. �.�� ,, �. -� ..:.' : `'. �� . :; ... . . � .. ' , �. . . .. .. ' . .
. � ' . t '. �. . ,.:, ' ..
.� � . . ' '� �� ��.� ' � � ' . . " ' � �
i,'., '...` .;.'�.' ..'::3. �:�,�. .' ,. � .. , .. _ . . . ,. . . . ' .. .. . . '.. ... ' . . . � . . � . .
� � � ' _ , . . . _ . . � , . . .. - .. .
ti. ...
:. - _ -
,_ .
, . _
,.
� �f�,. '. '.... �' _. ,�.. . �. ,: . . ' . . . . . . . . . .
' Y .. .. . .. . . ' , � ' . � .. ' . . . . , � � .. .
. . . .. .. , . .. . , .
. . : . � ' . .' . .. . i , . . . . . .
. �, ::. . . . . :. � .
'_' . . . �.: .. . ' '' ' _. ' ' :' . - . '. � . . ' . " ;:� ' � . . . .
:. �.f . . � .. . . _ . . . . . ' � ' . � .. � ' .
� .. . . . , . . . .
�
�
ay
�
��
�
S
�
.�
:�
��
�
�
t�;:�
i
..E.�
R.�
a
,
;
���1
:k��
�
,
�t��r�
ENGELHARDT, HAMMER & ASSQ�CIATES
Urbart Planning Ser�•ices
�thel D. hl�mrner
Ethei D. Hammer has over twenty-four years experience in the field of planning and
public administration. Her experience as the Director of Planning for a pre-eminent land
use law firm provides a practical as well as legal perspective to land use plani�ing at
Engelhardt, Hammer & Associates, Inc. Ms. Harnrner was the Principal Planner in
c{�arge of short-range �lanning for Hillsborough County and was responsible for a staff
of nine County employees. She also was the Chief Environmental Planner for
Hillsborough County while ernployed at the Hillsborough County Plar�ning Cammission.
Ms. Hammer has testified as an expert witness on land planning issues at the Circuit
Court level in Florida. Ms. Hammer has superior writing and presentation skills and has
rnade numeraus public presentations before local and state government officials.
Professional Experience
Presid�nt, �ngeihardt, Hammer & Associates, Inc., Tampa, Florida--
Responsible for administration and management of consulting firm
specializing in land planning, eminent domain consulting, zoning,
perrnitting, appraisal support, and other land use-related services.
Director of Plann�ng, 3'aub & Williams, P.A., Tampa, Florid�--Responsible for
�:� the coordinati�n of all land use-related activities, including zoning
�},� petitions, site plans and Development of Regional Impact.
�s,� Pr�ncipal Planner and Se�ior Planner, Hiilsboraugh Cau�ty D�partment of
� Deveiopment Coordina#ion, Tampa, Florida--Responsible for short-
`� range planning in Hillsborough County. Supervised and coordinated the
planning analyses of rezoning petitions, su►adivision plats, site pians, and
�{�� other land development proaosals. Supervised a staff of nine
1•���+ p�ofessional and technical employees.
`; �nvi�onrnental Pianner, Hillsborough County planning Corr�mission,
,,,� Tampa� Florida--Providecl environmental revi�w af applications for
subdivisions, site plar�s, and rezoning petiti�ons. Reviewed phosphate
�� mining activiti�s. Served as official Development of Regional Impact
� Coordinator for the Planning Commission, and co�ducted environmenta!
'� reviews of all DRI applications.
�
;�
�
�
, :�
�
�0
�
�
5444 Bay Center Drive, Sufte 122, Tampa, FL 33609, 7"elephone 813 282-3855, Fax 813 286-2308
�
�a
i
�
..a
�
.,,q
�
-_�
Eihel D. Harnmer (page 2�
Representative i'rojects
_?� e Veterans Ex resswa Multi le Eminent Domain Plannin Anal ses
p Y, ( P 9 Y )�
Hillsborough County, Florida
� • Florida Department of Transportation, (Multiple Eminent Domain Planning
% Analyses), Hillsborough, Pasco, Polk and Pinellas Counties, Florida
� o Florida's Turnpike, (Polk Parkway Eminent Domain Planning Studies and Expert
� Witness Testimony), Polk County, Florida
��:}�
• T. J. Maxx (Rezoning) Pasco County, Florida
� s CF Industries, (Rezoning/DRI/Plan Arnendment), Hillsborough County, Florida
• Luria's, Inc. (Rezoning), Tampa, Florida
'� • Chick-fil-A, Inc. (Rezoning), Hillsborough County, Florida
• Operation PAR, Inc., (Rezoning), Pinellas County, Florida
� � Publix Supermarkets, Inc., (Rezoning), Tampa, Florida.
Professionai Credits
� �
Undergraduate Degree, Biology, Juniata College
Graduate Degree, Environrnental Planning, University of Pittsburgh
Post-Graduate Studies, University of Pittsburgh
� e ber H'llsborou h Count Develo ment Re ulations Task Force
IVI m , i g Y P 9
Merr�ber, American Planning Association
`"� Member, League of Women Voters
�
�
��
� .
,� �
,� -
�
�
{,
�.
�
�:
.1 .
J
�-�'� 3�' I ° �
� � C-
\�
ME�C�IA►NI� leTUCCIO BENTLEY �VI]LLIAM[S & gIEARNE
A PROFESSIONAL ASSOCIATION
ATTORNEYS AND COUNSELORS AT LAW
BANK OF AMERICA PLAZA, SUITE 3140
101 EAST KENNFDY BOULEVARD
TAMPA, FIORIDA 336Q2
INTERNETADDRESS: http://www.floridalandlaw.com
MARK BENTGEY
ANGELA CARTER CABASSA*
T. TRUETi GARDNER
FRANK l.. HEARNE'
CAROLE T. KIRKWOOD
DAV1D M. �AECtiANIK
VINCENT L. NUCCIO, JR,
. J. MEREDITH 1IVES'T�R'
GREGORY L. WILLIAMS
VYA HAND D�LIVERY
Mayor Brian Aungst, Chair
Clearwater City Commission
Clearwater City Hall
112 S. Osceola Avenue
Clearwater, Florida 33756
Re:
March 1, 2001
TEL: 813 / 276-1920
F�1X: 813 / 276-1560
E-MAILADDRESS: MNBWH@floridalandlaw.com
'NORTH TAMPA OFFICE:219 CRYSTAL GROVE �LVD.
LUTZ, FLORIDA 33549
REPLY TO: ■ TAMPA
❑ NORTH TAMPA
Clearv�,�ater Seasheil ResortlProposed Project and Proposed Resolution on
Development Agreement (No.01-06)
Dear Mayor Aungst:
On behalf of Clearwater Seasheli Resort, L.C., we are writing to respond to the legal
camments made by Gordon T. Schiff, Esquire, dated February 28, 2001, on behal.f of his clients,
A.P. Mar, Inc. (dlh/a Port Vue), Antonias Marlcopoulos (d/b/a Day's Inn), Kolossos Inn, Inc. (d/b/a
Beach Tawers), T. M. Megas, L.C.C. (d/b/a Spy Glass) and T. M. Megas, L.C.C. (dIb/a Go�den
Beach� (hereinafter collectively re�'ened to as "1V�arkop�ulos"), in coruiection with the above
referenced matter.
1. 1Vlarkopoulos argues that the proposed Development Agreernent is not
consistent �vith the comprehensive plan and land development regulations,
thereby rendering the �Development Agreement not in compliance with the
requirements of t}�e Florida Local II�evelopment Agreement Act, Secfions
163.3220-3243, F[orida Statutes. •
;�
:�
i1
.. ` y
Mayor Brian Aungst, Chair
Niarch 1, 2001
Page 2
.
Response: The City of Clearwater staff has determimed that the Development Agreement
2.
is consistent with the cornprehensive plari and land development regulations
and such finding is re�lected in the proposed Development Agreement being
considered be%re th�e City of Clearwater City Comrnission. Testirnony will
be presented at today's hearin� wh.ich supports these findings.
Markopoulos states that 7Chird Street is a p�blic right-of-way and that it is
inappropriate to be considering the proposed project before holding public
hearings on the issue of whether eli�iaating a public right-of-way to the beach,
witho�t relocating it, is appropriate or even per�itted.
�� Response: There is no legal requirernent that the vacating of a public right-of-way must
precede the approva� of a developrnent agreernent. Moreover, the
Development Agreernent does not predetermine the outcome of any future
vacating procee3ing. Thus, Mr. Schifi's clients vvill have any legally
available oppartunity to participate in such fu±ure proceeding.
We respectfully submit these responses for consideration by the City of Clearwater City
Commission.
Respec ly submittee�,
�
. J
�
David M. Mechanik
DMM/aaz
cc: Members of the Clearwater City Commission (via hanc� delivery)
Painela K. Akin, Esquire (via hand delivery)
Clexk, City of Clearwater Commissi�n (via hand delivery) �
� .�
' ' r�-�..tr ,. .:_. ..., � � . ; . . . � ' .
� � . . L s � Y � �' {, :.. . ,. �. . ' . � ' � . .
, . � . r S . �,.� ' ' " `
. . :'�� .�. : . . . . . . . . .
�.{ �"i . ... \.:..:.y ',. ,.. . � ::.�.. �.f''. _ . ' ' - . . • ' . ' . ' .
_ . . . � . � � - � � � . . � . � � . . . � . � � . , i
. . � � . . � .. � . . , . . � � . � � � � � �. . � � � . . � . ._ � ' � . . � � .. � ' � �
:. �. ,. .. � . . . . . .
_ .::: :.. � ...� . . ., .. . . . ,. .. . . . . . . , , �... .:�� f
' . . , .: . " � � ' . . . � . . � .. , . . � .. . . . . . . � . �
, . . ,. �: .�,. � . . � . . . , . . . ..
�.'.�. � ,..` � :�;..: -_.,,: .._: -,: �:.�� . , .. . . . . . � � . � .. . .. . . � � . . , e . . ; � . ., ;" . �.' .
.. . � . � � � . . . � � :. . .� . � � ... �.
... , : .. . . .,. . . � .. .. . .. . - .; ". ... �� .. �: ._.. . ,.: .
...:.,. , , .. . . . ... . _. . . _ ..:. � . .. � �. . . . � �� ..
. " � , . -. . . � i
- . ' � . . . . . . . . . . . . . . . , � � � , . . . . . . . . . . � . i
. ..... : . ... . : . �: ;.,..;::.. � . . . � . � � . � . . ... . . . . ,
. . .. ..... .';��.. .. .. . . � . .� .�.'� � ..' ' � .'..�.' .. t
' � . � .'. '�. : � � ' . . . . . . . ., .. :' . .. ., .
�` _,,.' . ",. .:' • '�.�':_ � . . ' ' . ' � . .
' . ' ' , ' ' . " . _ . . . . ' . . . � � � �
. . . , . . . � • .. . � . . . .
..,. . '. . _ _ .. . ..� .. . . . . . . . . . .
�.. .. . ,: .. .. �: . .. . _ . . .: �..-. � '. � . . . . . � � .. � . . . . .
. . '� .. � , .,
. . . ... � � . . . . . ' . .. , ;: .
,
, . . _ .,. . . .. . . . . .
i-;:. .. .. . . . _� . . . , :...': '.. r'' � _ . ' .. . ' . . . . . . . . . . . . � . . � . . �
� . . :<� . . � ,. .. .. ... . . � � . . . . . . .
. .. � . . � . : - � ;. . . . ':.. . . . . . _ . � . . ,... • .
:�... : : . , . . .
. .. �.. , . � . . . . . , . �l . ' � � : � ., .. : �
' �`. ��.., '. .
.c. . � . . ':_. �: � �. .. . .. ., . . . � . . . .
+,.: � . . , . .� '�, ' . � . . . ' ' .
. . .. . . . .� . . . _ . . _ ..
_ .;
. ,.. � . `' � '. . . ., ` _ : : .. " . ' ' . ' . . . . ' � . ' . .. . .
._ _ . �.. . � .. . �..
: .. .. . .: ,.. . ,-�' �� _ � . ..
... �..' .. .. ,,, '.. '.. . . ... ,. . '+ ` .. . . . . .. . .. . �
,
,. .'�� :'... �. . . ....
.�. � .. .. ... ..... . '... ... _ . . . ...� ..� .. . . .. .�� . ; .
�
;�, �� . ', :. >: . . . . . ' .
k . " ' . , . . . . . . . . . . . . � ' ' . . . !
,c . .. . .�. ,,
i. . �. ... .. _�� .. , . . .
.. ' , � .. ' �:.�. .... . ' . . � . . . .
. . . , � ; -.. . . . . _ _ ' '. . . .
p .��..: . � � .. .:.. . . ; ;�. ... -.:. . :. i.. .. . . .
..... ..�" ',�'� ,
' ..". ':� �, � ,.
� . �. ..� ' . :'
...�.'.. �.. � e .:. �.� ._ .
+...,,:�' .. �.� . ..::.�...�. ..��_. ' '��.. .. . .
. ...,. .. . . .. . ...
•
. . .. . .,. -... � ' � ,�. . .. � � . .. ::. . ... .. ..�., �,. . .
a' ' . . . . .. ' . . �
. ;� �:: .; , . `." . : ' _ . _ . .. ' . '
i : �. .._ .. .':. '�: ., .
. , . . .. .. . . ...
� �'.." .': ..; .; .: ��' . . . . . . _ ,
.�. . - .; � ... � . . . . , .
. . _ : .. �� . � .
..
j'�.'�� :. :, . . .: .' ., %': .. �
. .> . .,.. . . . .. „ �, .
,
, "'
: . . .. , .. . . " .:. �: . . �.. . . .
... ...... .,.. :� : . .. � .
, �.�
�.:. .' r � � � �:' r� ' 3 �:.. "'��' 'y ' �
. . . . .. . ,- . _ .
. i . � . . � . . ? �. . v :': . . .
�
.. .. t.... S. � .�. .: ':� . . �
... ... .. � r
• :. '.: �y :: .� ::... .
� . � �' � �: . - . � .
�
5
_ } �.
i . ry
-
., . . . . � . .. .
f'� .. .:::. '._� ', ., .;.'.
..: '. .'.. �.. ''^
�.,. ;:. . � ' : , �.
.. . . � . r . _ .
.. .__, :._ �. . _
.
a .:��, .: ': �.z ''.:�.� :�.�. � �„ .. . .
.. . . �.; ... . '
� ..: ":.�, ..: . ' �. '-� �."
c.. . ,` `.:' '.:, . ..: .. „ '; ' , .
y� � i` :.: ���.; . "� � �� � - .
,�. . ..> . ..i . .
�::.i ; - ,�'. �.:- "�+. ' " .
i
k . ..r " ..�'. ._ .: . _ .
� t
, � _
, �. ; .. ., . .
. . . .[, � � . � . '.
, .. : . . . � _ - .
.�, :.� . _ _ � _ _ _ . ..
�. . �. �. . ..:r .
,� � . . �<� _ .• � ,.,. . . ;�.' ` _
,'.
'- • ' e�.. •:. , ., -� .
, r . _ .. ,: . ....,. .:
t
CX �.. : f ! ' _ .
y
t , . ,. �: .. .
t (
.. ..�.: ..� .;.; . . ,: ...: . . .
... " .,�� .�.�.
... � ,_. . .. � � � . .
.__, . ., . ,.. �..,r. , . � ..
,... ., _; . . .
...• ... , . - �� - - .
� . � - � � . , ..
�� . . . ., .., . .
,.
t. , . .. . . : . .
_ � - -, . . � . .
� � {t -�"'',' ..'f _ _
�..�. ; .. . . : .
,� - . �. -� a�, � � �. _ ' .
, a ` ,�
. . :.. } ... ., � �.
.. :,�. �..�.. ..
.
>' :
:.;
! .,. ._ . . , - �,a " -
�.,c :.. �' �..;: �. . � . ,. '_�
� f �� 't `;` � E f x — -�
g r # � _,f_ k t � ' �
� � .'/. t f. � �v� _ _ . t.
_ {q y - _ ���.
6
Ji - Y f. — . - . ' {
.. �: _ f � . .,t: .
�
. _ ..., '.. . . '� � ' . .
�'
� . ._.,� .. � � �.... �. _�:� ..'.. �:. � : .. . . .
>
�, .. .. �.' .., � . ,.
'. :. .. . . . ' ,
� �...:. . . . . ... ..k.i . � . , � ,: . . _ .
.. .:�..: �-.
t i �'
. , . ;. .�: ' '
� `_:: .:�., `. . .., :.� - '
:
' . , ' ._ 's . . '.: � _ ..
.��, . . . � �.�� . . �
.
,
. .� ��. .. ,� ,: . : . .. .. .
_
�x. . �.,... :' , . _ . .. . . .
a. r � +
,
,..
� ., . ... .. ....
. -.,� ..: . � . . .'. ... ';' . - - '
; ' ., . ' ' � '.. : . .,;. , . _. � . .. _
�: :
.. �..�.. . .. � �:
F .. ..., � ', . . _
. ..�,-� , .... '.�.., � .. .'.� .. �.. _.t �;.: ' '
.. :.. ,. . "�:
�. _.. -:._.. .. . ...,'. .:. _
,'
, _.
:t
.�
k ..:� '� , '.�, � ��:. �:: . : _ ° . _ ' 3: _ - . .
� �.
� .. ., r . � . ... . .
{ 1' � - - ' �
�
f
, . . ,.
, ..,, . . �.y :. ... ' . ,". ,', _ . . - .
�.' � . : .., x: . . �.... ' -.
. '.: � ' . : p. • - ' �
.
:
.: . ..; � ._ . �' �.
r..'�... , .. i' . . .. ' ' . �.
. .
. .-. � �� - ���.. .: :' .
_
' „ ., .. . . .. . : .... ' . .
: : ..,.., .: : ...� .. ._ .. . ; :: �. . . _ . : . _ . .. . . . w . .
. . ,. . . .. : _.: . �' ` ' . .. . !. -
".'
., . :...., .� _ . .....� . :'. � ' '' . ' ..
:.:..�„�, � . ... . . ,.. . .. . . ..: .:: .'� ,.: � . .. . . . �
. , . ,. S : � .�.
. . � - . . , ..' ... . . �-:. . ` .:.',. .,: .. -..�. . , '" . ,. ,
r
...' �.-.: .''�'.: > .."'' � , . "��� �. ..:: .._ „ ... _ . , . , _ ` ' . . #
. . . , � �. . �. �.: , .. , . . . . . . � . � .
k
�, . : ... 1 ,� � �:: . . ' . . .. ' � '
�`� � � - �'. '. . . .. , '.' ' �" . . . .. . . . . . . . . . . . . . . . }
,. .' .. . ..� .. ' . . . . . . . , , $
�,.'. . ' . . . .".. . . . . ._. : �... . � . ,;'t .. . . . . ' . � . _ . , '
. , '.z ' :� , �
�.,. . . . . . . . ;:.,..- . � � l:� � ... ' ' ' �' , � ' . , , ' , �
t.
5' . . � . . ' . � . . . . . . .
. . � ' . . . . . . . . � � . • . ' . . ' . . �.
. �i��� �
a�d�.
OI�DINANrE NO. 6645�01
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
ANNEXING CERTAIN REAL PROPERTY CONSISTING OF A
PORTION OF 603 MEADOWLARK LANE LOCATED
�PPROXIMATELY 275 FEET SOUTH OF GULF-TO-6AY
BOULEVARD, ALSO KNOWN AS L�JT 2, TOWN OF BAYVIEW
SUBDIVISION, AS SET FORTH IN PLAT BOOK 1, PAGE 51, OF
THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY,
FLORIDA; ,q PORTION QF 3012 COUNTY ROAD 31 LOCAiED
APPROXIMA"fELY 260 FEET EAST 4F BAYVIEW AVENUE,
ALSO KNOWN AS LOT 3, TOWN OF BAYVIFW SUBDIVISION,
AS SET F4RTH IN PLAT BOOK 1, PAGE 51, OF THE PUBLIC
RECORDS OF HlLLSBOROUGH COUNTY, FLORIDA; AND A
VACATED PORTION OF COUNTY ROAD 31 APPROXIMATELY
470 FEET EAST OF BAYVfEW AVENUE, 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 awner of the real property described herein and depicted on the map
a�ttached hereto as Exhibit A has petitioned the City of Clearwater to annex the property into the
City pursuant to Section � 71.044, Florida Statutes, and the City has complied with all applicable
requirements of Florida law in connection with this ordinance; now, therefore,
BE IT ORDAINED 8Y THE CITY COMMISSION OF THE CITY OF
CLEARI/VATER, FLOR(DA:
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 as Exhibit B. (� 99-14)
Sec#ion 2. The provisions of this ordinance are found and determined to be consistent
with the City of Clearwater Comprehensive Plan. Thz City Commission hereby accepts the
dedication �f all easements, parks, rights-of-way and other dedications to the pubfic which have
heretofore been made by plat, deed or user. within the annexed property. The City Engineer, the
City Clerk and the Planning and Develc�pment Services Aciministrator are directed to include and
show the pr�perfy dzscribed herein upon the official rnaps and recards of the City.
Section 3. This ordinance shall take effect immediately upon adoption. The City Clerk
shall file certified copies of this ordinance, including tfi� map attached hereto, with the Cl�rk of the
Circuit Court and with the Cnunty Administrator of Pinellas County, Florida, within 7 days after
adopti�n, and shall file a certifed copy with the Florida Departmsnt of State within 30 days after
adoption.
Orc�inance No. 6645-Q1
PASSED Of� FIRST READING
_- PASSED ON SECOND AND FINAL
READiNG AND ADOPTED
Approved as fio form:
� � ,,, �
, . �
► -. .►.� . ,.� .:,-�
February ,15, 2001
Brian J. Aungst
Mayor-Commissioner
Attest:
- 4 . - Cynthia E. Goudeau
Assistant City Attomey City Clerk
;.
,. �
, :. -
s. ..
,,_
.
_:.: _
.
.
,. ., ; ,
; ;
, . .. , : ,.
y'.. .. ' .: . . ' �. �. �' . �" . . . .
. . .. . . . . . .
.. .�. . ', . .. ��':.. ��_:, S, '. ' , � .
.., ,. . . .�.. _. � .
'.. " �. �. 'y -" ..'. �.�., .e '� •.' . ..;.� ':..' . , . � .. � . . . . � .
t '., . .. � . ... .. .. ' .: . .. . _ � . .
.. . . ' .... . ,
^_. �
� ,
_.:' , : . . .. . . ... � i� : :' _ . . ' � .
� . . . . ... . .. � . . .. . .
.,.' . .... . . :. '. ... � .:; .� . ' .. . . .. . . ... .
.'� ': �. ".. . , .. :� :. .:;:.., �::�'� � ..�. 4� � . . . _ . .. .. . . � . . . . . .
. . . .'. �. . . . ' .. t . .. .. . " .. .
.. ' . ' .:.'. .'. :.'�' .. . .
: : . . .. . _ .'_: . ' ' , .:: ' .. �. . :. '. '� . . , .
' .'. .�.. .':
... . . , ... ' ' � . ' .
, . . . .. . �.,. '.'.. (:.' : ... �.. . �.. "..._ .... . . - .
.
: � ..� ' .. � +�
'
. . .: . ' � �'.. . _ . � . . .. . -�i . . :" � ' �
�i
.. .� . . � � ' '.. �:1''' � 'c . . . ' . . . .. . . ' . . . .
. .' " .. �. '� .�::� . .....�...t...,.�; : ...��� .'_... . ' . .. . .
' _. sy . . � ; .. , �. � . � '. � : . ,
'... . '. �.... . '... .._ .. .. ...... ... ..' . . . , � . . . . . . . .
. . ' . . i f� .. � . '
. . . . .... .. : �. . �
__
. . '.: . � .. . . ... . ' . . .
�. .� ..: ' r " . ' ., �
�. ' .' . . . � ..:.. . :' ' . ' � . . . . . .. . . . . . .. . . . . . '
. . . ... : . : '' ' .. SJ� �. � � .:. . . : .. .. ". ' " .'.', � : . . . . . . . . .
. � : _ .... . : �.: �. .' . .' ' ' �- ' '� :... � ' : � : � . � . : , � ' ': . ' � . .� .. . . . . . . . . . . . . . . . . . . . .
., , .. ... ; . . . . . . .. . .
. .. . . � .. �' � .. . . . . . . .
. . � .'.�.:.�
.. .� . ..' .. . : . ' � _ . . ' . . .
,.' �.:. . .:.f � .'..r .�.',.... : .`.'.. .�. :.'.' . . ....�. . �'_...'�",'..'�'...:.�� �.'_.'.'' ' '. : � '' ..". .. ' ' . .
� Ordinance No. 6645-01
r
�
�
;1
!�
��
.. _�.�.��w� �
EXHIBIT B
A portion of the land described in warranty deed recorded in O.R. Book 2586, Page
360, Public Records of Pinellas County, Fiorida, further described as follows:
Commence at the SW corner of the SW'/4 of the NW'/ti of Section 16, Township 29
South, Range 16 East, Pinell�s County, Florida, thence S 89° 27' S6" E, a distance of
401.99 feet to a point; thence S 00° 32' 04" W, a distance of 50.00 feet to a point;
thence S 21 °� 6' 48" E, a distance of 281.80 feet to a point; thence N 69° 34' 59" E, a
distance of 10.00 feet to the Point of Beginning; thence N 69° 34' S9" E, a distance of
99.48 feet to a point; thence S 21 ° 30' 31 " E, a distance of 194.98 feet to � point;
thence S 69° 34' 59" W, a di$t�ance of 100.80 feet to a point; thence N 21 ° 06' 49" W, a
distance of 191.96 feet t� the Point of Beginning
and
All being in Section 16, Township 29 South, F�ange 16 East, Pinellas County, Florida
and being more particularly described as follows: �
Commence at the northwest corner of Tract B of Myron A. Smith's Bay View
Subdivision, according to the map or plat thereof as recorded in Plat Book 25, Page 57
of the Public Recards of Pinellas County, Florida, said point being on the southerly
right-of-way of County Road #31, thenc;e run N 67° 29' 05" E, along said southerly right-
of-way, 100.00 feet t� the Point of Beginning; thence N 21 ° 30' 31" W, 66,01 feet to a
point on the northerly right-of-way of said County Road #31; run thence along said
northeriy rigiit-of-way, N 6?° 29' 05" E, 251.7� feet; run thence.S 22° 30' S5" W, 66.00
f�et to a point on the southerly right�of-way of said �ounty Road #31; run thence S 67°
29' 05" W, along said southerly right-of-way, 252.90 feet to the Point of Beginning.
Qrdinance No. 6645-01
� � '•. Vnlunl ', 1�. 1y_. ' .. ALMI�'(.}C )f.Y'�.....�... ,., -^ ...
� �' • - s, ` � � :� " � �- ---- ,-- . T...... ._.._.._._.-- --•-- ..___. ..._. '� • .1•�s.;,,c
r�i :_.i ` • �. ..�.___.• + ''r, � -.i' Se'r;,RJ . ... ..� r ^' ��._._.
. ti •r� ,r '`' +. 7 ' .
�y�i 't^ . '�„'^'�� ' . , . 'i'� T,�,'i`:,i '"f , ' . .
� ' ' i' w,. '`• ' _'.__....._�.. .
�rt�. ' .__�- �— : � .�T:'� f�'��' `� . ' ' ' ' ' .
_�`vri; , :,_' �' r: _�. � �� .�l;:i,�;'Y' � - � , ' ?:1`�lT�'N _„ _ __.._.M�, , ;
y �.... I �,...,.,1
;--,_�;,- _ -� . _' _4�{;;; .CW�.,� �=,;;' � .__ . �._. _-- _' r; •' _ --•---- '_; „ .
�°_, � �'� - .. ��, n~�i'�' � ~ � N1 =�-- ' .. .. � .,
;— -�� ; �;; f,. ,� , _; ; . �; ,
_ �.r� �^.; � ,: �� _.�.... . T��:?:1C*;
: � , ;. ..; - :. _�� `. ':��'� � ..., � •�: � � '�
. -----'_"" .. . � .�:��... �.-..__— .... � .C'.dl.:t+ -'_-.___-._�
--"_"' ..��� �-~ �-, �..--- �y �• �'.: . • '+`, � ���:.. '��...ii� � `�� ��`�•� -j • � •i . .; . ' ' i..�.:"�!. •
�" —`�._.--- •,�_. �± _ `c . t .1.� �. �'��'�.,.� . .AV.�.+V���� .
i 1 ' ^..-._ ^ r ` � . •"'n `. �_� if^ ;. ^.-r-�� i . i � . . ��?':a'.�C. ^�r ._. �' ^
^t � .b�'. _ > t �. .. '� . ' •r•, i ..� ' - � - ' t `I�;�.i �: ; f'�� �: �'.-. j� �1-`• _ p
' ' 1 �f" � •�-t.,•L. . '',�•���4I�'�: ,�� „ V,,
.�V `�,^�
�I� '� , �.(�' I .��'��: :��'�:.t: ° �, ��' 1,''.r ,'.':i.. .d,` �3 -. .,
, L `' '}`. , , � �.
. .•i � �,f��, �••�.� } .,`7 i • • fz.._1::a; � -_�•r. 1 ., j, .�'� • ` - : " � .
4 ,'l-_._.. � 1 1.1'.�'�. � �! z'' != :l _ �:I.��:� '`:�.�L����' 2�Lur �6.' ' w— Ov =.� cj
� y �..._. _ L . ' • ' _.�.y _ - {'' , ._�_---- -- � , .,
i �,-. _j �, �-�• _:, . �'� –_-•-•. �_. ., ,. �.' - " ,
, � •..: i -�'r-:�;
I:
�; �a ��:;F+�i�,>, ;• :,.
'w,: �>>,. :s'� :�:,
Y�n;. '.�,;�\: .,7
�L•• � V
. �; - :77 :t��
1' , + �
�� �• '�:
„
�' � ''' � �7h17�I�110T�
L_ - ^�_...�� —':uavKv
�''-: .._ .: �;i�?i.,�v3i::� ±:;�>.,
�
y � � :. ��, ; �. .+ � . ,.; � � _ _._ .. ._ . _ iS��i.+�f{�j 1 .. 'S�:•' �i"qi sYt .;,..�..`��',��
' ' ` ' '. .i _ v ;2_�4 .`% ,. .. -... •.�,__ a� ='�:;:�����,.�� ,�r.�� �:,7 r:'�}:�.
j .i . _ t.3��� �. � v^t�y � i , k.l2vOR � i .,r't .:.� , _,+ ,i3'..:t�...r, .;�.c�
�.; t 5 -, �:1��.r : , �: . i<.�r`�'-riC � 37-84 I {r;
� �� . � --------.---._.'_.�. ' ,�,L�`_l�_.._- b _ i - j� , dJ7 ��J ' �5.;
� '�, -Z,� },��.t 7 t �_� . .. , _ � _ ; , . I j � J.'
� � �: � - c,�:�cuv,� ^ a.Fh�E . .�,�_-,; � �i ;� �, � ;s,
. i �a.� � -,':r. "`, i� _ .., ' "', ^ . --- +I �.��IL� .�" 1 `1 ; 77* ''''�`��
� (\ � � : � ~ .
, :a� � c•,,�;. <t ., ' - _ . . .. . ; , � ` , ', �—
. -�� i � ���. , i �nl� = � __ ._ ,j
� .v`rI' �,,,� � � _ _^13 _ S'� CJ G' -- , _ `
, � `. :�: ; �: -- �. � : � j ,
,' i t' '�, ., . _ , _ `, �--=-- — �c_:_ 7 �� � r'r�fC'{ , " ; �� _.t, �� _ ..
� i I � '%� ' ' , ' i _.� � ,� � H� � _ I
1-'1y -� -,�' .�. _, .,.. ;:� - .J . �_.._ _ ��..�-.�_, i �f � ' I '^
_ . {1 ` '-..'�---�-.��.
y � J. tZ. .�'�.� J ^ �V�l' ��: � �1 �� „ it
� �U , ;I�AY 9CUl_YARD '
C:� , , i:., �,�,� -... �, ,. Ja.r e•, 4 � ;
*� . , � :; �.j ._y.11�^r�_-' � = � ;� ; �' ,� �+taivt[-atlittTTS-r�Trt:ta-attrs�ra -� �a�
� �.�;1,� i I • j�� a I'�O.ZI . � . r ^sC7T �..�•�� Y ,.,,� � ,..
`�'i,' /;,. :'11��v I �:� .�! � ,n w\ , a,`� ,L � O' � A � - ^'\ i
<�( �' .' �, �.i ��� ''—�' -'' ' r .��� / �TOufY :, �-�,4 ,, � � � . �_ �� \ f! ,.
!:iyv,� f 1' . ''/. :,;3�i':,; I . � ,^ � ` s ?' ,� 'r,`,6� `� � � � , �
•/j � : � � 'r�.� r � I .� .''._'__' ! ` \ \�� �to r �i `' �C � � 4 �
�1,�;� �.. ;,` � 1 1 : � i �� �L�� � •,,�. �:;ac- :, �, ; ; M f
';� '�-=.°-;�-' �„' =`1 `; ] � � � : � -� � �"� ji ' l
r�:-�=!-;,:�i';�;�-„; � �n ,, z s -�
, � ' � ~�, �a f �,\� ,
���c-��� :I ` �' �'., ��--�' ,, =� ; aar, ,,,.-�; - ,,� �,. '' � r �`� I R��W.r�� i �
�.� : r�;r;� , . . ,�,
r� ��%♦ I. ��.�:i r r�l
=� � �=-: �,� `+ I : �" I ,',-r--,��-,--� t;r
: f3CC�$ J'�� 1 Q
�C/t7 �':C� � �—' i :3� .:+�)
C�.71'J , �.j � �� i �
1R t;_� 5 �:
�'s l�ii��zr ;'' I%�?
�r J:J 1 � =+g) �" i ��-.-T.� � ;
'�s�`ti ��`--j �=3 ` � ;
�S? � `J"� �
�„ �� �,." j i��� ='� � � L_,ll�.°�=� , !
. �� �
9 � J V � ':t { I� _,�Q �
_ � '= ��:�� �:3 � r/� �_:� :_� i
o s�v 1 , �
� " �Sl r_� 1 � ' �9^--f .-_,o t'
e ! �.—�3 �--! ! �j, ; =.: i j
�0 � ff �iy.3�Y:7, I — ----
< :.i �
1, S'.�, �'� i •'.� �'. ' `:��: Y• � ` � •�'��.�•� L�7�� �
'�� � ^ •C �-g�,s�s'���it'"�,�`���` r�A,►•..• Y� ~J y�`(�
,r=�%:.;..
w � �j ',�r'�";�cz: -'ri,� �� .�r. y. � ��4.ft_i',`{._ �
� � i�DJ1i�+-� �.�iG: ?�1p:�- r'i�� � �i_'s.p•�. �i.�",-'�
�. h ��1: ' \�: r, ��, ��+vi o�. i. _�'.�,,f��,�:., 4 ,.a.
F7 C QS-� , `.t��?P'.,'«,^�'r�-"� \S � ^ '`'_ -� -` ri� %,�i,'`r�������`'
� r��? �:,� 7 Sc\` 5u� �\> i� ��ru�y, . y�,S., 'k i
`r�,.�.',�?'�..i�'r�a \\ ' � ° '��`:*'T�` ��+:+ p
-� ��;�`i���,wt.�r �f \�v o `N�. . •
G�r�; �. "�s�..,� i;.7 .— ra. / � ..: . � �t .
�.`f.,Sl"'��1:•j'+�' � ✓, '� :o \"5nt, . �
�.
�;w `,�e;✓ \ � Cy J � � ��ti�?„' x¢��' 5,��, ..L!i,. .
��s����' ~ � 't�' ^ • ,\ ^ i�YD'�- 3. . '
� - , 'i����� �.
j���,�� ,u~�� \�� 3 � � � `�d'� C�`' ����j'L +
� � � �� �• '•/ P�'� �G�� �'�-l�F .
`�\ �s 7-� . `\ ^sO .�� `�, ... 7
\, �` � ✓�,, •�?' „r+ `'�' ; •
� ���.-�_ �^, ,1 � � �
�� �1+\
17 �.�.,Z. �
\ ��y •{.
� �J .Ll �'1i+``� � `.775-�_J �� � `\
.r: � „o� �`'s �.�':;: '= �c' '= h
r>i�:•^•• �;;::�.::�.: � /,�
� °?%i�f=�7� '.,� C4� .f, �-�- ' � fF^�
� r� � �..�'•.^.• `..z: %� �'�'"? [}.ti (�� '+..,
'y -'nsti` ;%�Fti-�i �v �_ir,
���jJ.���': ' �..�^;� k :,:~�L.�"3 �', ::,��t`%
..�' ��•':.+� .�J, �i.��T � � „.� � t,�
-'���'.".'.�-I•',i�'i�`�'= ,'?a : t �:�.��•i•y`�`�' �;�� ' };;��i �
z ��}7!��..1Xr1i �, .��. 2` ��~I �\" ' �'���1
' .��i'�y� w.l' "�° rY.}{¢`'�' , �i' "`' .^ i.r :." k�\..
� .i� ��:.Y�'L,i �� �,�-�''�,�� .S'�S~' ��}'�+1 � v' ��,�
.. �',,i _�{F � ___ f.f'�.�:: _ .. fti�`��::�1,.
� �• ,
`+ .r
S �
�a+ +� � �
, ,�% ^r;���� �
V`l �`'� "�
��� �d.
,�='= ��.� .:?5 ,,
;��,�h���: �i['
�yr�'��r-i��'��i�'
a.�. ,�t us!t;av's: , �
�'R�PC7��D ��a�IE;CA i 1C�� ,���D ZOi�ll�lG CLAS���IGATIJI�
OW�IER: Laura ��all Co�noliy Trust �
� CASE ANX 99-14
SITE: 3U35 Guli ?o aay 3cul���ard ; PR4PcRTY S1Z� (ACqcS�: 4•��
� 20`JING � ~ L�NQ U3E ; p��,j: �g/�g/78/8�10 9/0 0 010100
FAOM: +�'•� ��IHP Res�dantial Urban ! Raaidnntlal l.ow !,lodium
TO: Otltco Office � ATLAS 301A
� A�GE:
Ordinance No. 6645-01
�-.
�
�
�..
Ftoric�ac Departm�nt of Trcxnspurtation
JF:U Bt�$H n„c�o�w p[t.t�T�1r.�Yf OF TKAIv�rORiA7tOrn � �t2bi �'. Mr.KfN1.tY D]l, M� �-sN � �tf3) Yfs�a.0
t; UV £E2 N( iK
^
{ViA F�7i and 1KA�IY.) , p� ,�`l�
^ � - �y �_��"
���
y)AT1E: August 2, 1999
T[y:
FR�M:
COPI�S:
Mr. Niike Gust, Traf�c Opetations Engineer
Yvcn e . �ens, I.C'jCP Co�rdinator
�ilc
���. �� 3 � , ��r
�� z
THl)MA..ti f: BAItI{Y.16t.
S�CKET.IRY
��s���
Si1�.IECT: Levoi of Scrvice (LOS)
SR 60 from Hxmpton Road t� f'R 611 (IV�cMullen Booth �toad)
Pea- correspondence datcd 7unc 23, l 999 sent b' the D�partment statcd the caiculated L.OS for
the above me�ttioned roadway was LOS af C. �n further evaluation and fieJd confirmation,, the
i3eparcme:�i has tound tt�c s�ction o� SFL 60 frutn ton Road to CR 611 is s�gnalized, not
un�n er p a c pr v� ' n ln �cat arcV_, in m�� one messag oe f�
st 2 1�199, bascd on thc u c cu atio� the �.OS for this section of SR 60 is a t.�S of F.
This levet of s�rvice was calcutated using the meth� o ogy �n e I998 Ftorids Deparcment o
7ransportation �Ygl of Ser,ric�H ndboo . We apologize for any in�nvcnience this may have
caused you. Sh�uld you have any questioas, please fcel �ree to contact me at (813) 975-6444.
��m�n...�,+o...�a
, .�
: ' ;: '
_ � WtiNW.l�Ot.5t8t�.f .uS
�% AFC:vr.lFnn�nFn
r
s
r
¢
�
�
(�. < <��.. 3 I � 1 � �
PIf�ELLAS COUNTY � �� �'
METROP(iLITAN PLANNING ORGANIZATION
14 South Fort Harrison Avenue Clearwater, Florida 33756 (727) 464-4751 Phone
(727) 464-4155 Fax
�ebruary 27, 2001
Mr. Breck Parker
716 Bayview Avenue
Clearwa�er, FL 33759
Dear Mr. �arker:
Attached are some pages excerpted from the 2000 MPO Level of Serv�ce Report pertairiing to Gulf-
to-Bay Boulevard frorn U.S. Highway 19 to Bayshore Boulevard. This segment is currently
operating at peak hour level of service (L05) F with a volume-to-capacity (v/c) ratio of over 1.25
(i.e., 125 percent of the road's physica( capacity). A portion of this segment, from Landmark Drive
to U.S. Highway 19, is shown in the report to be operating at peak hour LOS D. However, as I
mentioned in our conversation, the entire aggregated segment, from U.S. Highway 19 to Bayshore
Boulevard, would need to be considered in evalu�ating the tra�c impacts of a develapment project
, within this carridor. �
Pl�ase feel free to contact rne at 464-4751 if you have any other questions on this subject.
Sincerely, ,
r
Al Barto�otta
Principal Planner _ _ �
. � Pinellas County
�
:. Metropolitan Planning Organization _ _
AB:ck
:, Attachmer�ts ,
.;. :
F:\users\cendocs\tnpolcorresp.ckg 38. , .
_� .
PIId€LL�►S AREA TRANSPORTATION STUDY
MPO WEBSiTE: www.co.pinelias.fl.us/mpo
a���,
ORDINANCE NO. 6646-01
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
AMENDING THE FUTURE LAND USE PLAN ELEMENT OF THE
COMPREHENSIVE PLAN OF THE CITY, TO DESIGNATE THE
LAND USE FOR CERTAIN REAL PROPERTY CONSISTING OF
A PORTION OF 603 MEADOWLARK LANE APPROXIMATELY
275 FEET SOUTH OF GULF-TO-BAY BOULEVARD, ALSO
KNOWN AS LOT 2, TOWN OF BAYVIEW SUBDIVISION, AS SET
FORTH IN PLAT BOOK 1, PAGE 51, OF THE PUBLIC RECORDS
OF HILLSBOR4UGH COUNTY, FLORIDA, AND A PORTION OF
3012 COUNTY ROAD 31 APPROXIMATELY 260 FEET EAST OF
BAYVIEW AVENUE, ALSO KNOWN AS LOT 3, TOWN OF
BAYVIEW SUBDIVISION, AS SET FORTH IN PLAT BOOK 1,
PAGE 51, OF THE PUBLIC RECORDS OF HILLSBOROUGH
COUNTY, FLORIDA; A VACATED PORTION OF COUNTY ROAD
31 �OCATED APPROXIMATELY 47U FEET EAST OF BAYVIEW�
AVENUE, UPON ANNEX/aTiON INTO THE CITY OF
CLEARWATCR, AS RESiDENTIAL/�FFICE LIMITED; AND TO
CHANGE THE LAND USE DESIGNATION FOR CE�TAIN REA�
PROPERTY LOCATED SOUTH OF GULF-TO-BAY E30ULEVARD
AND WEST OF MCMULLEN-BOOTH ROAD, CONSISTIfVG OF
T�ACT A, MYRON A. SMITHS BAYVIEW SUBDIVI�ION,
WHOSE POST OFFiCE ADDRESS iS 3035 GULF-TO-BAY
BOULEVARD, FROM RESIDENTIAL LOW MEDIUM TO
R�SIDENTIAL/OFFICE LIMITED; PRGVIDING AN EFFECTIVE
DATE.
..�
� J
WHEREAS, the amendment to the future land use pian elemsnt of the comprehensive
plan of the Gity as set forth in this ordinance is found to be reasonable, proper and appropriate,
and is consistent with the City's comprehensive pian; now, therefore,
BE IT ORDAINED BY THE CITY COMMISSION UF THE CITY
OF CLEARWAT�:R, �LORIDA:
Section 1, The future land use plan efernent of the comprehensive pian of the City of
Clearwat�r is arnended by designating th� land use category for the hereinafter described
property as follo�vs:
Prope�
Parcels 1�and 2 described in Exhibit A
attached her�ta.
Parcel 3 described in Exhibit A attached
hereto.
(LU� 99-001)
Land Use Cateqory
Upon annexation: Residential/Office General
Frorn: Residential Lnw Medium
To; Residential/Office Limited
Ordinance f�o. 6646-01
Section 2. The City Commission does hereby certify that this ordinance is consistent
with the City's comprehensive plan.
Section 3. This ordinance shall take effect immediately upon adoption, contingent upon
and subject to the adoption of Ordinance No. 6645�01, and subject to the approval of the {and
use designation by the Pinelfas County Board of County Cornmissioners, and subject to a
determination by the State of Florida, as appropriate, of compliance with the applicable
requirements of the Local Government Comprehensive Planning and Land Development
Regulation Act, pursuant to § 163.3189, Florida Statutes. The Adrninistrator of Planning and
Development Services is authorized to transmit to the Pinellas County Planning Council an
application to amend the Countywide Plan in orcer to achieve consistency with the Future Land
Us� P{an Element of the City's Comprehensive Plan as amended by this ordinance.
PASSED ON FIRST READING FeUruary 15, 2001
P.qSSED ON SECOND AND FINAL
READING AND ADOPTED
App oved as to form•
'� ,
Leslie Dougal!-Side
Assistant City Attorney
�
Brian J. Aungst
Mayor-Commissioner '
Attest:
Cynthia E. Goudeau
C�ty C{erk
Ordinance No. 6646-01
�:�:.
EXHIBIT A
PARCEL 1:
A portion of the land described in warranty deed recorded in O.R. Book 2586, Page
360, Public Records of Pinellas Cour�ty, Florida, further described as follows:
Gornrnence at the SW corner of the SW ;�a of the NVV'/.: of Section 1E, Tawnship 29
South, Range 16 East, Pinellas County, Florida, thence S 89° 27' S6" E, a distance of
40'1.99 feet to a point; thence S 00° 32' �04" W, a distance of 50.00 feet to a point;
thence � 21° 16' 48" E, a distance of 281.80 feP�t to a point; thence N 69° 34' S9" E, a
distance of 10.00 feet to the Point of Beginning; thence N 69° 34' S9" E, a distance of
99.48 feet to a point; thence S 21 ° 30' 31 " E, a distance of '194.98 feet to a point;
thence S 69° 34' S9" W, a distance of 100.80 feet to a point; thence N 21 ° 06' 49" W, a
distance of 19'f.96 feetto the Point of Beginning
and
PARCEL 2:
All be�ing in Sectio� 16, Township 29 South, Range 16 East, Pineilas County, Florida
and being rnore particularly described as follows:
Cornrnence at the northwest corner of Tract B of Myron A. Smith's Bay View
Subdivision, according to the map or plat thereof as record�d in Plat Book 25, Page 5'
of the Public Records of Pirellas County, Florida, said point being on the southerly
right-�f-way of County Road #31, thence run N 67° 29' 05" E, along said southerly right-
of-way, 100,00 feet to the Point of BPginning; thence N 21 ° 30' 31" W, 66.01 feet to a
point on the northerly right-of-way of said County Road #31; run ther�ce along said
noril�erly right-of-way, N 67° 29' 05" E, 251.74 feet; run thence S 22° 30' 55" W, 66.00
feet ta a point on the southerly right-of-way of said County Road #31; run thence S 67°
29' 05" W, alang said southerly right-of-wa�, 252.90 feet to the P�int of Bec�inning. _
Page 1 of �
4rdinance No. 6G46-01
PARCEL 3:
A portion of Tract A, Myron A. Smith's Bay View Subdivision, according to plat thereof,
as recorded in Plat Book 25, Page 57, Public Records of Pinellas County, Florida, in fihe
S'/2 of Fractional Section 16, Township 29 South, Range 16 East, being described as
follows:
Commencing at the West '/4 Corner of said Fractiona{ Section '16, run
thence S 89° 27' S6" E along the East and West centerline of said Section
1 G, for a distance of 401.99 feet; thence S 00° 32' 04" W, for a distance of
50.00 feet to a point of aforesaid Tract A and the POINT OF BEGINNING;
thence S$9° 27' S6" E, 243.22 feet to a point on curve; thence 100.68 feet
along the arc of a curve, concave southerly, through a central angle of 00°
45' 36" W, radius ot 7591.44 feet, and a chord bearing of S 87° 05' 12" E,
'100.68 feet, to a point of Reverse Curvature; thence 135.23 feet along the '
arc of a curvE, concaue northerly, through a central angle of 00° 40' 24", a +
radius of 11,507.1� feet, and a chord bearing S 87° 02' 36" E, 135,23 feet;
thence S 02° 37' 12" W(radial) for a distance of 5.00 feet; thence S 87° 23' .
34" E for a distance af 5.01 feet; thence N 02° 35' 42" E(radial) for a
distance of S.OQ feet; thence 10.53 feet along the arc of a curve, concave
northerly, through a central angle of 00° 03' 09", a radius of 11,507,16 feet, �
and a chord bearing S 87° 25' S2" E, 10.53 feet; thence S 22° 30' 54" E,
274.4� feet; thence S 67° 29' 13.5" W, 351.74 feet; therice N 21 °�0' 31" W,
191.95 feet; thence S 69° 34' S9" W 109.48 feet; thence N 21 ° J6' 48" W,
281.80 fe�t to the POINT OF BEGINNING. Containing 152,225.91 Sq. Ft.
or 3.49 Acres.
Page 2 of 2
Ordinance No. 6646-01
uvai.al.� '1 �_.,., _: " ri'tN TUC1:7 'i. ••r.:s'-`���n ---- -- — -- — -- -
: • ._ ci ` �_ �� ' ,�. ' . �.t'� ---._ .__"_----' i • ' a�.t.`��'c
�, � � `, ' . --' - � - ' 2s ~ I.i'• i p.-. I ' ... .,., .. . - ._�..
� •��,•.`• �� '�. {!1'.it;��'��i` � ,
.. II•f� . ;. .� ' e ' . . .�+', ,7���,•: .I, � ..__��_�__"� r.� � _ _
�� - i,.t .
�� ��� � - '�;� ii';��;•.�J • - ; � � ' ~'.1T:' , . .
� �� ��, ',.�' -- = : � —" _ :-�:�..s��:�(�., r�::.��. . - --� ; � --� A � �'N ^ �'' ' ; -
L �� y � � ; � - --� : i . _ . ; y ''((� , ;y.. :� � J -- ti""" L •-�_.�_. _ _ _"""" ^ �i y ,
i .�!_,'�:y;'. .L�fI.J�. j - � - �
S �+�! - ,�l "( ]i.•'i'1: `Z'� i�v�'4.,1: K . . �'n�J y�i ._ " '�
� �-�---_., �; �. �± .� . - . ,-�` ti. �% ^�„ .Y;T�, .._.—_ I ' �' � , _. 1L�:Z:��.i:1
� 'y.. -
� - —•—'—� � �'�c' '`.' ; '. •-"__"'-' ' . .
"'�- ' �� • _�_.. .1 �;�_i:I j ...�."��i .
• . . '1 '.t�. ,CC.I'4l` .
� ., ._.�..' ,,. .,}��NE�� ,l'•;.%:i _. . �:�'�4j;✓-��j, `- ; ...;i:��.t_�j-A1��UU���� _
"_^—'—�—�---"'�__s�" 'l. ^`' _ ' �.Y:�.!?3--�t^r+--'+�-•t- J +.�` '"�H'`'. .i. • � � " _
ci�'o;l:�rl - :�'�. .. .� i. .i _ _ _ . ,.,1 , .I 5� ��4 ���-�!} ,. o
, - "' •r''•t' .. � � _• _ 1C9 • � ;�i.; �. . Vi1 0 'i;}('.•'rl,• ,,.� 87
� '� r� J ?'r ` : �> ` �'� ` �
- �'-`yt� , ��_7: :�' ' •.}.��� [�;�?�S� �.r_���i�.,� 1
__�_ . -i � � j j }�* ' ` ' � • � _ .1 ' {-`'' ' . _ :Y
..1� ` f '� .l.f" _.L1^ 3 ::1� G . � ..', '3.. `. •l,:
�-t' 7". l::2bc3�;::6:'�� 1�— =;' , �
, � � .�� �• ��. �' -: ��:. _._.:.L.. � � 3
' _ .'- W ---- �1f• _• ._,._1.._.��:=.�._c:._..�rt - .. �__ ;
.�•^ '� '� • .. .1�'�11 , C`l-%` '4u , , �C •1:?' � �
� :�"I � �I � :,, - , � � �
�; �� ,�, � _ _ ; ::� ���'Lhlb,'. , ,�_"���..� :�' ���.:o:i's �
� . , 't�.: :c � ;f.�NOR
��• I . ; _ ?, ? ::lC�� f'�:=,1, _ nti�� m
- _ � � ,: ,;� z�- ; K:=,�CK � 3�-a.�
„r� ,� = ' ; ss��i' � _=' •— . _ _ . . .
' i ��`j j r• _ �.i1.4Cl.NA -1a�.,'.L._I`r�Vl.�t _� .^c .. .- ?s '
� � J �. i ^i'r' ,i t: _ ... � '----�--li`�'.N�/�.. � __. .i
��1i..5.. _.� { C''1r'�'��t�\ � �� �- �1,, 1 - ' " • , - � l��r�l� �� ��/ �-,.� " .
� � C�• �/ \ �) 9�-4�, ' J�:�: _ � � -- ; i
� Gv ,�.1. � • _' - - 3 -.�'c'= ---- — r• ^� � I : -`} �7 ..� � �'� � i
""" � - �^ - � J ' - -- :I J ? �~'l.� .il _ �__.__ �,� i
�o-:u y ',-:i.---,,.. ,._ -. S. R. 9C . ` GI:LF �Q ' '
. � � �...
°,�'!,,.—_� j.;�. � � ;•o+r�:::o: � � � � ,.aari:�ew ,�aa�+r��r:mrrz�s4�rnr�:sr�t. ,
*q J i �.�,7,�- � i ~� , .� : �C�'v -----�.___� J�.ba�
�V { , � � ^-j ��� i Z. :]+ , \ � • 7 � ^ �.`_.�`� aritao
�V'I�/ I'•, r"tii `'' I^~-TS��'� �:s � � �\ '`" =�a ` yY �Q ' � I` ,�_ .,\.
;i:l �10. � f • '�`�T + '� � � \ ,� �^ L �,\ (/'
`` 1 li�r� �^°��f .� � ��::o - y }� :�o , \, j3 _ \3� � :� `�' �-,,G� � .,,�4ric� � i � �
I1 • T�+ ` -
, ;,�,,�;,�:,�:;:,, , .._ , � �� �-�� � ��. .:�L " �� '�' , , �
+`I I/�lJ��r, .t�� '�i5 :il yi • ►� �i r w �O S� / � i
� ,- �r / i '--t� _ � J� � � „�' = . • r I
�� ��v:�� ,/�,� �,' � ;,i- � ,i� � � �. `a '��' B�`r '' .;>> � � �� r: �
I^�i;� � i_;.y C�I�wAti
�.�_I� y .. � 1r /_..? r "' � 1�'_-`���-�'- '�� � t'!7
;� ��I I �: �1ti1 I "1 i � I =: l •- l °ti.
_ ROGE4S STft�.�°'`.T �
,! �:o� h---t , ; I':� �_:,� �
a s,n � I. �- ,� = 4 � I
,b r;�. j i I f„` I
��, i I � = ' I
r :, � � �
�, az� : � � � _:5 I � � �''�'-i
° ta :� i.3 :'I i7t�i, ^ �
'fi �=3 �' ! -^•I � i'?(/)��':� �
vl t3 �':� 131 �• I '� ' �
' 9�J_. ��7C� �� i �� I�5�� Z.—�-_.6 �
�2�C L � r-
O ��` � { it_:CL{ _.9 � ;
.,':v �'',� � --._SSI i --j �
� ;
, +_� ,:,o ;,
�- � ! N.1-13 ' ; � •�� � :�_ i I
� o � „ t._.—:_
,f<_a �. �l_�. I
� \
� C
� �
� �
� � Q'�
�;1c2
�
�
� ;�.%''.!'''` fi !
p���..5a1� � \' a
� fi� �'�
� v�
\ y't�C '
��`� \ r-
\\ 7J�
� \
,.
,�
��, ��
� �
` �i
��\ ��,�
i: '��3 �
t.y.'-.�+'.j�t.�- 1T� 7�d
LJ
"`-.-�' !+`S�`+S . 3?; C.
', �{'�`1�'�':S,'`)r.+•• L.
','.V'�Y'i�11, �l.. "y
,��,.K a at,
.;:�� t; � Z � ;'
�,`,:.+%.�+=. ; e�
1
4T � fi. :
�/i ' oN, _ a l}ti�4i
�9 L.T�
QR �` �� �
' \ '� „ ��l�P"� \`'�•'�.��i�
.; , r �
'� :�/ t�' �-�t�>'"-.
�` � ��~�\� ` a
�,_.,�,\ ��,�' �� � �...
� �,
�-''' �.<_,
J ,3; � ���L�
' _�_3•r�t ��
_ 5,� �r. v
.=w'u. �,!, �
�l'1� ��t% Si°S 1 S � �
i\ 1w��;a �� ;�,:,. , � j � /f-
' � . :�?i; ,g�Z' n� /�}
��.,he:�_ ���w,r^�,.1�� f � . J«�„
��� �w�?w'a,�' ,t /�T�='s1jV
. : ; . t.CLi t.P'E" � t �i}' ` '�''e-�-
';;��T` �::��'• C���y� �� ii'�r� ���,�
F�� :�!�•, t- �- ; �i�'°F'
:;.ti'� c..G�p
� : :' f
�.y:,
__
i L_
�;�C'_'�':!•�t'%y�;I��f�:!' .1r7
:07.. t;y,t�- i�;�y�•,;�s :'r
_ �' _ . F r q '?.
. .. ..� . :I'J
; _ ., :rs
�� . Vfh191���0T,
- _-..=^� SURVEY
i � ,'rii ` ,�.,
� ':I --
, i(-' ��,
;;� i� ' �,-.
�-� ��
�1 ; .
f' �
;��AY �
� :;
,:; �� -
:��
:r �wy
J5�
��,
1�9
: _ .. �
� ^
---'----�.�
� BCUL.:YARO �°
f �.
f ' . � �
��:,1� � �' ��! �: �
4 � �'�l' 1• �"- �
�;r���;����a,.����
`��ai u�i•��F,,?�s ._ �a-�,��.,r:
�`RS� �.,;;�,�:�-�`i��;���;�:�
j ��,�k.,t��'i' �4w3ti•_. "i-��
kt.`�i�Ys'�_r3�.�w��'v�{�.':Z.�a:�'..��'3�f�- rs_ 1
PR4°OS�D ANNE��1T10� ���D Z0�1�1�G CLA�SiFICAi'i�N �.
C�1rVN�R: Laura Nall Connoily Trust ! G
: CAS� AUX 99-14
S� ��: 3035 Guff To 8ay Boul2vard ; P�OPE�TY S1ZE {ACRES): 4•47
^ �ONING � � L��ND U5E ' ��N: td/2 9/10/8 310 9 /0 00 /0100
FAGUM: a'a � Nf�� Aa.9fdontlal Urban I Raeidontiai Low '.lodium 'L
Td: Oflico Olficu �T=�� 301A
; PAGE:
�
Ordinan�e �10. 664b—Ol
�
C� Q�' Q�
Yr ��
�
�� �
SN1'I)i:FZ �•. T30AKU UF C;()IJIV'I'�' C()Ai'[ZS
Cltexs595 So.2d 65 (I�I++.App.Sllist. 1991)
ers, 2G4 Or. 579, �i07 P.Zd 23 (1 J73) (cn there is le�;islative action;
banc). determinaCion is satisfied,
'. 44
In Fasa�to, Lhe Board uf C;vur�ty' C(llTliT115•
sioners had rezoned tliirty-t�a� acres of
land zoned sinfile-farnily residenLi,il to
pla»ned resid�ntial �t�hici� allowc.d thc con-
SL7'UCi,IOIl Of S mot�ile home park. `I'he adjc�-
cent horrieowners unsuccessfu115� opposed
the rezonin�. On appeal to'the Or��gon
Supreme Court, thc comrnissioners ar�ued
that the comrnissioners' decision was pre-
sumptively valid and thaL the homeowners
had t.o show the decision was arbitrary and
capricious to obtain relief.
The Oregon Suprerne C',ourt rejected this
argument, stating:
At this jcncture we feel �-e «�ould be
ignoring reality to ri�idly view all zonin�;
decisions by loc:al governin� bodies as
legislative acts to be accurded a fuli pre-
sumption of validity and shielded from
less tt�an constitutional scrutiny by thc
4.heory of separation of powers.'3
The Fasan.o court reversed, holding the
action was judicial in nature because it did
not entail the development of a general
policy applicable to a lar�e portion of the
public but the application of a genera! poli-
cy to specific identifiable parties and inier-
ests. The court used the foltowing test to
distinguish judicial from legislative actions:
Basically, this test involves the deterrni-
r�ation of tvhether action produces a gen-
e�-al rule or policy which is applicable to
an open class of individuals, inter�sts, or
situations, or whether it eritails tl�e appli-
cation of a general rule or policy to spe-
cific individuals, interests ur situations.
If the former det.�rmina#.ion is satisfied,
�s. fasa,ro, sm r.za �� zb.
44. Id. at 27 (quoting "Co�iirnen: 'l.oning Amend-
ments--The Praduct of Judic�al or Quasi-]udi-
cial Action;' 33 Ohio St.l_.1. at 13?).
�i5. Id. at 28.
46. Id. at 3U.
47. Ratl�k�pf, supra, § 27A-33 tlir<�ug1� § 27A-
43.
48. Flenri�rg v. Ciry o� Taconca, 81 Wash.2d 292,
502 f'.2d 327, 331 (1972).
qu.isi-�udicial.
r���. 77
if Lhe latter
t�lE' 1lCLIUiI lti
The court found Lhe princiF�al legisla(ivc
documents wcre the cornprehensi��e plan
and the overall ?.011111�,* ordinances enacted
t� carry out the cam�rehensive plan.
The burden of pr�of, ihe Fas¢no coui-t
said, was on the rezoning applicat�t to show
Lhe change w:3..5 in conforrnancr with the
camprehensive plan. Relevant in meeting •-
this burden was a showin� t,hat there was a
rnistake in the original ordinance or the
are�i had physically changed.'`'
The Fasano court reasoned that even
thaugh applying a greater scruliny to re-
zoning actions might mean county commis-
sioners could not adjust as freely to
changed conditions, the "dangers of mak-
ing desirabl� change more difficizlt" was to -
bc less feared than "the dangers of the
almost irresistible pressures that can be
assert,ed by privat,e economic interests on
local government."'6 �`Phe court concluded
an adequate record ���th findings of fact
rnust support a rezoning decision.
An increasin� number of jurisdictions
have eit}ier adopCed the Fasano standard
or accepted it in ]imited f�rm." Besit�es
Oregon, the supreme courts in the follow-
ir�g staLes have adopted the Fasano ap-
�roach: Washington,'t8 Idallo,''� Kansas.�'°
The District of C'�olumbia uses the quasi-
jurli�ial approach to rezunings as.the result
of legislation.s' States t}�at have accepted
the doctrine in limit,ed form or expressed
an inclinat,ion ioward quasi-judicial review
of rezonings are Virginia,5z Nevada,53 IIIi-
49. Cooper v. B�! o/ tbunty Comm is, 1�D1 Idaho
407, 614 Y.2d 947, 950-951 (1980).
50. C;oldcn v. City oJ Oti�erland I'ark, 224 Kan.
591, 597, 584 Y.2d 130, l3S (197t3).
51. Dist. of Colun�bia Ad�ninistra�ive Proccdure
Act.
52. doard oJ Supervisors v. S�rell C�ns[. Corp.,
214 Va. 655, 202 S.I:.Zd 889 (1974).
53. Forrnan v. F.agle� 77rri/:y Dnegs nnd Markeis,
89 Ncv. 533, 516 P.2d 1234, 123b (1973).
i:
�;
�
�
r�
.\ � V
�� `
�\�
` `T
n
� \�
�Nl'I)I:►t v. f3()AIt1) <)I� COLJNT�' t;O111'K�
Cllc nc 59S tio.2d 65 ([�Ia.App. 5 i)(sL IN'll)
intent cv;iti noC ta pernt.inc�r�Ll}' E�rccltid� �ro►•c�d b}� the �,rf:3ilClllk;
rnore ir�tcnsivc de��elo��li�ent t�iit t� .icjo��t :i reznnin� i•equcsC.
,� .. 'L d - � ,�� � tt't d � t i t} � l.
FIa
or clenial nf
73
the
u a� an �c.�. ,i i il c c�« <►rc �� c�- In tt�is eoritext, loeal �,To��ernri�ent�s frc��
rection of fulure dc��clo�m�ic�it. �'���St quentl�� �ise �overnmf�nt�il authority Lo
�;overnment offlc�als h.lve little tnoti�•at,�an '
to incur the "w�r�ith of nei�;hhors l�y zonin� make a rezonin�,* decisi�n as levera�e in
vacant land for industrial, conunercial, or �rder to ne�;otiate, impose, coerce and com-
intensi��e residential de��elo�inent in ,id- I'el concessions and conditiotis on t}ie devei-
vance of an act,t�a1 proposal fcfr de��elop- °F'�r.z5 S�.�ch tec}iniques usec� l�y �local zoc�-
rnenL." �1 ing officials as 'Yloatin� •r.ones," = or "con-
„
In reaiity, therefore, at �he inceE�tic�ri of
zoning most land was zoned accoi•din� Lo
its then use, exceptions were �rrancifa-
thered in and rnost vacant land was under-
zoned or "short-zoned." 23 In order for de-
velopment to proceed, rezonin� becomes
not the exception, but the rule. The bur-
den is thus then placed on the lando�•ner,
who wishes t,o exercise i�is constitutional
right ta use his vacant property ur make a
more int�ense use of his underzoned lar�d, to
first obtain permission from Lhe �overn-
•-'' ment. W}iereas ��rior to zaning the burden
was on government. t,o allege and prove
that protection of the ��ublic required a
�restriction on the use of private property,
� after znning is adopted the roles are re-
versed and use of land is not anly fro7,eri
but the burden is shifted to the landown�r
to obtain gov�rnmental perntissic�n t,� use
privately owned �raperty. Furthermore,
rezoninb is granted not solely on the basis
o� the land's suitability Lo the rie•.v zoning
classification and compatibility w•ith ti�e use
of surrounding acrea�;e, but, also, and per-
haps foremost, on local political considera-
tions inr,lvding who LhN ownc r is, w}�o the
' objectors are, the parti;.�ular ;ind exact land
� impr�vement and use that is intended t.o be
,�� t�'made 24 and whose ox is l�ein� fattened or
then in use was placed in an interim district
entilled "GU" (Gcncral Usc) which permittcd a
very restrictivc use to a singl�e family dwcllin�.
Currently therc arr. sc�rnc 29 ca;egorics or dis-
tricts. Bccausc cach parccl of laf�d can bc in
but one zoning zatcgory, and normally canno�
bc used for an}'thing �ermitted in othcr c:ate6o-
ries, the rnore zoning categories that are crcated
results in gr�atcr restriction on the usc of land
in cach catcgor}'.
22. Rattikopf, sr�pra, 27tl-1i.
?3. Rathkopf, supra, 27A-5.
24. See Bnilcy i�. Ci�y o/ SI. Aubusli�ie Beach, 538
So.2d SO (Fla. Sth 1)CA 14A9), rcv. cic�ti�d, 545
tnict or cond►t�onal zon�n�; are more analo-
gous to administrati��e or executive deci-
sion-making than Ic�;islaCive ��olicy-makin�
anc3 would be immediately� and justifiably
candemned in any proper judicial forum as
bcing unjust and unfair if not extc�rtion.
The issue on such a rezoning request is
essentially between the landowner and the
governmental zoning authority and its
agency and it is the government,al •r,oning
authority or it agencies that effect,ively es-
tablishes the procedure, formulates the is-
sues and makes the decisions.
Whcn land is restricted and re�ulat,�d by
zonin� ordinances sc��•eral thinbs occur.
Immediately and over time land that can be
useci more freely under zonin� increases in
market value as compared to similar land
the use of whi�h is tr�ore restrict.ed t}y
zoning. The value of land zoned '3IlC� used
for residential ��ur��oses is �further en-
hanced bec�iuse of the spaciousness occa-
sioned by the non•use of nearby land, the
use c�f which is restricted by zoning.
For these and other reasons persons
owning or using land naturally prefer that
nearby lands n��t be used at all and that
their use be cont.inued to be restrictQd by
zoning regulations. The legislative and ex-
5o.2ci 1366 (FIa.I989); Flox�ers 13aking Cn. v.
Ciry o/ Afcllwuntc, 537 So.2d 1040 (Fla. Stti DCA
1989), rcv. deniF�cl, 545 Sc�.2d 13G6 (F�(a.1989);
Pnrpoise Point Yart�rerchip v. S1. !oJrru Cvu�rty,
53z So.2d n7 (i�la. Sch Dcn t9s°).
25. Sc.e e_�., Porpoisc Point.
26. A"tloating zone" is an c�rdinance creating a
r.oning classification authorizcd for futurc u:,e
but not placed on the zoning map ur�til its use at
a particular location is approvcd. Sec fcuano ►�.
13oard of Cuunt,y Conrmissroners, 264 Or. 574,
507 1'.2d 23 (Ore.1973).
I�
��
►,
�
�. ;
��
Q1
k ��
I
�
a "� �2 .
ORDiNA,NCE NO. 6647-01
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
AMENDING THE ZONING ATLAS OF THE CITY BY ZONING
CERTAIN REAL PROPERTY CONSISTING OF A PORTION OF
603 MEADOWIJ�RK LANE LOCATED APPROXIMATELY 275
FEET SOUTH OF GULF-TO-BAY BOULEVARD, ALSO KNOWN
AS L�T 2, TOVVN OF BAYVIEW SUBDIVISION, A� SET FORTH
IN PI..AT BOOK 1, PAGE 51, OF 7HE PUBLIC RECORDS UF
HILLSBOF�OUGH COUNTY, FL4R(DA; A PORTION OF 3012
COUNTY ROAD 31 LOCATED APPROXIMATELY 26� FEET
EAS7 OF BAYVIEW AVENUE, ALSO KNOWN AS LOT 3, TOWN
QF BAYVIEW SUBDIVISfON, AS �ET FORTH IN PLAT BOOK 1,
PAGE 51, OF THE PUBLIC RECOI�DS OF HILLSBOROUGH
COUNTY, FLORIDA; A�JD A VACATED PORTI(�N OF COUNTY
ROAD 31 APPROXIMATEL'� 470 FEET EAST OF BAYVIEW
AVEP�UE (ALL UPON ANNEXATION INTO THE CITY OF
CLEARWATER) AS OFFICE (0); AND REZONING PROPERTY
LOCATED SOUTH OF GULF-TO-BAY BOULEVARD AND W�ST
OF NiCMULLEN-BOOTH ROAD, CONSISTING OF TRACT A,
MYRON A. SMITHS BAYVIEW SUBDIVISION, WHOSE POST
OFFICE ADDRESS !S 3035 GULF-TQ-BAY BOULEVARD, FRC)M
MOBILE HOME PARK (MHP) TO OFFiCE �O); FR4VlDIt�G AN
EFFECTIVE DATE.
WHEREAS, the assignment of a zoning district classification as set forth in this ordinance
is found to be reasonable, proper and appropriate, and is consi�tent with the City's comprehensive
plan; naw, #herefore,
BE IT ORDAINED BY THE CITY COMMISSfON OF THE CITY OF
CLEARWATER, FLORiDA:
Section 1. The foliowing described property located in Pineilas Coun#y, Fiorida, is hereby
zoned as indicated, and the�zaning atlas of tha City is amended, as follows:
Pro ert
Parcels 1 and 2 described in Exhibit R
attached hereto.
Parcel 3 described in Exhibit A, attached
hereto.
(A 99-1 }
Zaning District
Upon annexation: Office (0)
From: Mobile Hame Park (MHP)
To: Office (0)
Section 2. The Pla�ning and Development Services Administrator is directed to revise the
zoning atlas of the City in accordance with the foregoing amendrnent.
Section 3. This ordinan�e shall take effect immediately upon a�optior�, contingent upon
and sub�ect to the adoption of Ordinance No. 6645-01 and Ordinance No. 6646-01.
Ordinance No, 6647-01
: PASSED ON FIRST READING February 15, 2001
PASSED ON SECOND AND FINAL
READING AND ADOPTED
Brian J. Aungst
Mayor-Commissioner
Approved as to form: = Attest:
,
,
�
Leslie K. Dougall-Si e Cynthia E. Goudeau
� Assistant City Attorney City Clerk
.
.
_ i
. . �
. , i
, �
� �
{ �
_
_ ;
. ;
` `'' .
,
� _ �
.
. ...� . � �� ,�'.. ,..:. ....� ....� .. �' � _ek .
..;.. ..: .�. .,. . . � . . ,. .: . .. . ��„ � .
,
�: ::'�.: _..: ... �, .� .
-: ''� �:.�: -.
., . .. .. . ,.. .,.. . � .. . . _ ..
,.... �� ..: . .-.:. .�,. ... .. . ... ... . . . .
�° ����:..,. : ;� . ... � .�
.. . ,. �.. ; .. ��. . _ . . "
,� .:. .;_ ;� ... .. . �- . �. :.: � � .,; � , .
.. � � ......
. . � ... .. ..., �... _ . . . �. ,� -
, .. , . .,� . . . �... ,.: _ . ,;.,, " . .: � -
- .. .., ... �.. .,..> . ._ .. _.-..;,�
.. . . .,� ,...�_. ..
,,
, • '.
i � 3
. �.
.., .. : ._ . j ..� .
7 ,
< <
. . , -, _ . . _ _
�
; . ., ;' ;'� : : .• ' .
1F. � �. ' .:• ."; { iy ;J, ' " _ .... � _ , . .. . ..
2j.... " + �.. � .:<" � ..�s:.'� „�fx'��-� .. :....:a ,: .. ..
�. , e. ... ,. .- . _ . . .
� : ':, � - y : � � '� `�� . . .
.� ''�': : ;�-: :. , ' f> �, :t. .. . . .
. �� ..� ... .
{�
,
av� .::. �.: �� ,� , : 't. . . ..
{-. � i
..-
, '
f , ,
, �
:.
, � - ����
;
,.
�
,. ;
�
" �;. '.. _ .
. ,
, -
,
;
,. , , .- ...
:�." .. : , . , . .,. .. ,:_ . _: . '
; :-.:.
..,
_
,-.. _. , - , . .. �. : : , .
, _ :.
�._ ..: _ ... .:.:.. . � �, ;. , : , -
,,, -.
,:.
� �
y
_ �. _
, ..,
.. ,
...
k
. .. . rs � . � . . . . � - . � .. � . . . � .. . �. �� . . ' . �
.
. . . . :. ,. .. - _ . . ._ . . . . � .. � . . .
... . . . . _s . .. . �. . . . . . . .
,
, . .kr . . . . � . .' , � : � , � � . . � . . . . � . � . . . . . . ,
Ordinance No. 6647-d1 �
. �
EXHIBIT A
PARCEL 1:
A portion of the land described in warranty deed recorded in O.R. Book 25$6, Page
360, Public Records of Pinellas County, Florida, further described as follows:
Commence at the SW corner of fihe SW'/4 of the NW °/4 of Section 16, Township 29
South, Range 16 East, Pinellas County, Fiorida, thence S 89° 27' S6" E, a distance of
�01.93 feet to a point; thence S 00° 32' 04" W, a distance of 50.00 feet to a point;
thence S 21 ° 16' �48" E, a distance of 281.80 feet to a point; thence N 69° 34' S9" E, a
distance of 10.00 feet to the Point of Beginning; thence N 69° 34' S9" E, a distance of
99.48 feet to a point; thence S 21 ° 30' 31" E, a distance of 194.98 feet to a point;
thence S 69° 3�' S9" W, a distance of 100.80 feet to a point; thence N 21 ° 06' 4g" W, a
distance af 191.96 feet to the Point of Beginning
��
PARCEL 2:
All being in Section 16, Township 29 South, Range 16 East, Pinellas County, Florida .
and being more particularly described as follows:
Commence at the northwest �orner of Tract � of Myron A. Srnith's Bay View
Subdivision, according to the map or plat thereof as recorded in Plat Book 25, Page 57
of the Public Records of pinellas County, Fiorida, said point being on the southerly
right-of-�vay of County Road #�1, thence run N 67° 29' 05" E, along said southerly right-
of-way, 100.00 feet to the Point of Beginnin�; thence N 21 ° 3U' 31" W, 66.01 feet to a
paint on the northerly right-of-way of said County Road #31; run thence along said
northerly right-of-way, N 67° 29' 05" E, 251.74 feet; run thence S 22° 30' S5" W, 65.00
feet to a point on the southerly right-of-way of said �ounty Road #31; run thence S 67°
29' 05" W, along said sautherly right-of-way, 252.90 feet to the Po�nt of 3eginning.
Page 1 of 2
Ordlnance No, 6n47-01
PARCEL 3:
A portion of Tract A, Myron A. Smith's Bay View Subdivision, according to plat thereof,
as recorded in Plat Book 2�, Page 57, Public Records of Pinellas County, Fforid�, in the
S%z of Fractional Section 16, Township 29 South, Range 16 East, being describec� as
fiollows:
Comrnencing at the West '/ Corner of said Fractional Section 16, run
thence � 89° 27' S6" E along the East and West centerline of said Section
16, for a distance of 401.99 feet; thence S 00° 32' 04" W, for a distance of
50.00 feet to a point of af�resaid Tract A and the PQINT OF BEGIiVNING;
thence S 89° 27' S6" E, 243.22 feet to a point an curve; thence 100.68 feet
afong the arc of a curve, concave southerly, through a central angle of 00°
45' 36" W, radius of 7591,44 feet, and a chord bearing of S 87° 05' 12" E,
100.68 feet, tQ a point of Reverse Curvature; thence 135.23 feet along the
arc of a curve, concave �ortherly, through a central angle of 00° 40' 24", ,a
radius of 11,507.16 feet, and a chord bearing S 87° 02' 36" E, 135.23 feet;
thenc� S 02° 37' 12" W(radial) for a distanr,e of 5.00 feet; thence S 87° 23'
34" E fior a disfiance of 5.01 feet; thence N 02° 35' 42" E(radial) for a
distance of 5,�0 feet; thence 10.53 feet along the arc of a curve, concave
northerly, through a central angle of 00° 03' a9", a radius of 11,507.16 feet,
and a chord bearing S 87° 25' 52" E, 10.53 feet; thence S 22° 30' 54" E,
Z74.45 feet; fihence S 67° 29' 13.5" W, 351.74 feet; thence N 21 ° 30' 31" W,
191.95 f�et; #hence S 69° 34' �9" W 10�.�48 feet; ihence N 21 ° 06' 48" W,
281.80 feet to the POI�IT OF BEGINNING. Containing 152,225.�1 Sq. Ft.
or 3.49 Acres.
Page 2 of 2
Ordinance No. 6647-01
ORDINAiVCE NO. 6681-U1 �
a "�'� .
AN ORDINANCE OF TFIF_ CITY OF CLEARWATER, FLORIDA,
ANNEXING C�RT�IN REAL PROPERTY LOCATED ON THE
NORTH SIDE OF LAKEVIEW ROAD, APPROXIMATELY 660
FEET WEST OF SOUTH BELCHER ROAD, CONSISTING OF
M&B 11/01 IN SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15
EAST, WHOSE PQST O�FICE �1DDRESS IS 2100 LAKEVIEW
ROAD (PROPOSED), INTO THE CORPORATE LIMITS OF THE
CITY, AND REDEFINING THE BOUNDARY LINES OF THE CITY
TO INCLUDE S�lD ADDITION; PROVIDING AN EFFECTIVE
DATE.
WHEREAS, the �wner of the real property de�cribed herein and depicted on the map
attached hereto as �xhibit 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 COMMISSION OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. The following-described property is hereby annexed into the City of Clearwater
and ihe boundary lines of the City are redefined accordingly:
Lega! Description attached hereto.
(ANX 01-11-0 � )
Section 2. The prov�sions of this ordin�nce are found and determined to be consistent
with the City of Clearwater Comprehensive Plan. The City Commission hereby accepts the
dedicatian af ali easements, parks, rights-of-way and other dedi�ations 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 and Developrnent Services Administrator are directed to include and
show the property described herein upon the official maps and records of the City.
Section 3. This �rdinance shall take effect immediately upon adoption. The City C1erk
shall file Certifi�d copies of this ordinance, including the rnap attached hereto, with the Clerk of the
Circuit Court and with the County fOdministrafor of Pin�llas County, Florida, within 7 days after
adoption, and shall file a certified copy with th� Florida Department of State within 30 days after
adoption.
PASSED ON FIRST READING
P�SSED 4N SECOND AND FINA,L
READING ANQ ADOP7ED
Approved as t� form:
�
Le�lie K. Daugall-Sid s
Assistant City Attorn�y
February 15, 2001
Brian J. Aun�st
Mayor-Commissioner
Attest:
Cynthia E. Goudeau
City Clerk
drdinance No. 6681--01
, _., ,
, ,.
. , ' � '.�',� Y -'..;'. �.' . :: � ...' :, . . ' ' ' ". . ' " . . . . �" ' .
. . . .. . . .... .,. . .. .
� . .'. .' �.. � .. . ' : � . . . .. . . . , . . � � ' . . . ' ' . . . . . . . .
� . ; � - {�' � , . . � .. . . . . . . . . . ,
EYHIBIT «A»
_ Lega1. Descri.ption : _
�
;
-' The South 1/4 of the Northeast 1/4 of the Northeast 1/4, Less the East 675 feet ,
thereof in Section 24, Township 29 Svuth, Range 15 East, Pinellas CounLy, Florida. ,
� �
• ;
. , � � � • � s
.
,
:
. �
,
. .
.
, .
. - , . - �
_
_ , - _
. . .
:
. , ,, ; .
..
. .
. _ , �. .
. �� � �
. � �
� ; _ . : . �
, .:
.
. _ _
: . y ;, , _
� .-
:
:
,
_
., _ . . ,
. :.
.. _ . _
._ _ _ :. .: _
_ , _ �
,, . �
• �
: ,:
:
. _
: ; '
; , . . .. . .,_ . .. . .. _. .. ... � . :
1
I , t
. . �A'� ' ' ' 1
. ... ._ , , ..
. _ . �
(' ,
. .. ..' .:. ..r " .
, .,": . . . .�r. _ . .
�::
': . . ':t' ..� .. . .�. � .
. . , � . .. ..:�.: �... . . �.' . .:... :.'r. ..'.�.- ..� i.:. - ....
. . ': � �. : . .�. :.•A ..'.• . ...: ; :..
:. . ., . ::, . ��, � . :
3
- � . . � - - - . � . � j
„� . , .
. �
,
.:: .,� � "a: ..�. -.:� ��
, . .
, ,.
.. ,i.;. ;,, ,; .. .; _ . .
,
. .. . ��.. , .. .
.. .,. � ., . . .
. � ,- .. �... � . . . '; . .
; .. , ;. :,, .: _ .
, < . .�:. (....,. ��.,.. ....� .. �`,. .
�i `
z ' . .
; - .'. : �. v ;. Y
_.. , _ _
xi - i'. �
.
.
, ,
,. ,r. z : ; , '
. . "_ � r �. ' ' . ..
... . .. . ., ,.' . .
— .. � '� .. . ' : . � .. ', . _ . . .: l:. .
. } ' - "_ - " " ,- . . �
}:
. . ' q .} ._ . _ . �. �
�. �.� :w .: y.; ..
� � � , ..-. ; . . . � : �. �' '."; t ' ... . . t
..` .. ;� :::.
� -
' ' �': ' {. � ,. ':..-:� ., ' ' �
,� .. _ .: .. �:.. ...0 .
''. - ' ..._ '��' : '}' . ' ' • �'..�..:r. , �'�' - � ' �
, . . � .. . .- .. . .
_ d �
. �- ':: .�". .'; ..'� ' ' ' .. .
. ._,' . : ; _ .
� �.'. ." .: �: . . . .�:, .
: . . .. . '... �.. .., ... ��� �� .
. .. �., . . . . : ..� . '.��" :'. :: .
v ..
.. . ��' . . :_� : . . .� . : , .,;'.�
' ' ` ::.. : :.:. .
,'�''... . �. . . _ .. +
' �
t
�'.
'. .. ��''.. . ..j . .,. '. .. .. _
���p ..; ,::.
� . . . ': . : : ; � , : . �'. ;; � , � �. � ��:. � � . " . . '
�-..� _ . .,:' ,, ,.. .. � j
.._ . :.. . , .. '. . . , ,. ' .. ., . . . : .. . � .: .
.. .., '.. ."' ; ;t�. �, ;,�... � . �.
t
.. ' "" .' .., ''' �" _ ' ' _ ' ' . . . �
.� ' - '.. :.; .:t � . .
.. . -: '... 'e . . . . . .. . .
. _, . . � , . .. .. .
. �. . . ::. . . . . .
..
. . �. .. .'.: � ', .
� . '� :: �.. ., .: . :_ . .
. .. �:�.. , . �: . '�:. . ..; . ,... _ '
P... . ... 'w :��.." .,�....:: .
..�. , , . � .. ...� . � ., . .
: .. . ' . _.... �.,.: :; ,.- -.. ...... .. � � :.- .. . '... . . i
S 7
. v e
.. : . . , . . ' . ..
. : ...i. .. , • • ' _
.. ::� �' �. .�.; .!.. �. ..;.. ..
� '.. ;: , . ". ., �. . . . . . .
- ' . . .: � . �. � . . . . �: .h� � :... . . . ... , . . .
. . . . ' - .� .. ��� �����. . . .. ... .. . � . �
�. ... . r .. . . .
. � :. ...,. ._ . . .... '.� _ .. . ..
�. . ..:. ,. . ,.. , . . , �. . . � . . ' . . . . ,
., . .� . � . . . . . , . . . .. .. . _ _ . .. . .. -� •
. . . . � : . ..... . . . , . . . . � .. . . � . . .
'� ' 'r..; ... .� ' . ... ,.. '�� . '' . ' � . .I . . � . . . �
.. . ' � . � . . . . . . . . 1 . � . � , . . � . . . � �
.. � . �.t. . � . .. � .. . . � . . . '- ' � 1 . . �. . � . .. � 1 . ' . . . � : .
>TREET �..__Y_..i1 , � .�.._�.-.—_.. � .,_ , i
f,� ,r ,o , •� ? , v :,rr , � ,
� i) ?, n � °( � i � �'� ° � � �l. �
, 36' � �SS � ; ::i � i = ;� � '�
+ � ' .,r, --------��_I
� �,t 1 ! �r�.,,eORNICE .^�_ �._ �,r.—_.�,:t.�'—
� iI ��' ' � ' ! �.. � � ^ � �..,Ur�ir ^ :i- ' 1 -.7 f�
; i � i ' ��� � ^ - ' I ''v � � �.'v i :1's . ' � n
`i! jl•'v . • , I _��: __' , ~ � • � i � ' � i ! I �
_..� .-- .� � � - -. � ; I ' ", � C 1
��' �i � � : \1 �� `` ! � r:: s� � �i i ( ����--'� � • ' ''; i�_`
. _ � �� —i� ���1� t i��� �_'�V �
, �� � � +� `� � . �� � y� � S � , � 0 1
oi.5`•i . iG0 �/,�,�, �:_-7 ��i � '\ �`� �
n � '� - ---
1
v ; i � ,\
" `: � � r ,._' , J � r-- ^ .... . _ • OR1�� � 1
n �'� � ;t a•i ! _ / ,-- I
'� .;079 7 '_— .' j' �i n 6l1 T(� A� . e� � �n � � t
(� { � -------� � � � � . � I —' . � V �� ry ��f =C �
, ��^��� Wi� �.'� �� � .Ed �i �', I • 'u�_`_ "' ��' ?r��,v l�e y � , 1% i(} 1 f� V) i
, � ' �G` �� � � 1 t _ � ..�r �S+ I.S 1�l 1'J � t6 I � y.�L. . �
' E3 I c� � " f _ ,i i w , ! ;
_ _ '' i � :,, _ ���_:�a_ _ ` . L i��'D R ': � ` � , �. �
� i `' % �=+ �so ,�, ��� i �.r_+ � tci �15 ` 1 t� 13 � Y ;f �
� ? 1 � ' `r �v _ ,� :`'`� � 1 ► Q . .. y �
r,� � � t sO . I '� / � � � _ . / ' . . . � � � �•� u
\ �\ d . � i i `y t�`�'i � PARKWAY ' t 3 � i 2 , . . . u
zos - : � �� /�.S '� ��t . � , o
r. 1 3 �' � . W �� . / ' i .1 � . � '; . �," `� . . . �
N
� �7
LN}CEtiIEW
i
,�0�
,c�•_�c�
^:C�-t7'
:ia9-59:
:5M-la4
�
,z/a,
♦
`e -i�t
� v�
� '�LI�IIYR ' N s 9� " �,,o" .;,\ � - - �
�> �. � > i - I . . .
; I � �. . .. .
wi-swas-assa�His�t#-wu+sNSSa`sa�s+aMS � -
■ ■ � �__ r_sz •
o • ■. " . - '
■ - . � • :-' _ •'
1 • -. � �,�� � -a:�os i.�/os ,i jo�: .
o �..` R �� . _
■ �' -
n n . • •. . � � � �.�. . •1 .
� . .��/�1�. . . -./. D�� -
* . . .. . . . * . : . -, •' . . . ; ��-" . �'�.. : , ` _ . .'. ,: �;-•:_. O
� , t10 �'-5G5.�- , � .' O ., }1lOZ` .11��0 � ���11�Q7 ` ZT�1_Q'..�;: fQt
■ , :. �
� : �' ': . n
� � : .. .�: .'v, ' .:_,." ; '. o - � � .'?. ' .:.
=i-saa-a Mara+ta�sa r ae �ia raiafa� wts�-as�r
r_
_+e�-:�5 UKEYIEW ROAD ' I
!60 = ' c� ''-'' ;�'o j � n ( � �
` � `r C�1 � I � �^ li r� �
1 t �soo I f 0 3 ?�i �� I�• 5~ ��� 3� _ 1 v i��o
f? I i I � � � v^ � I
� �� �� .� , , � � I
�'-'�\ 13JZ � I�= j I � I 3 . ��� J
� � ;'� :t i {C, � c 1 ^� ol� ! .`� Z �� 1
�11 I I ;71� - � I 1�90 �
��� \ i .° �VIOIA• RSVE �o' a/rr n•
�` i��: ' t-- � ^ )
- - �� �L__t1� ^ � i� i ld -il 19 ( �Ci �I �i y v' � a �5 `�1 `5 �'I
�5� ���0� _��.� W /�9af 1 �~1' � +17 ` � �t � 7. �� ° � ��
r � � '` � tJSI I .. �
U � � ,ia '' �� �S 5rI � �� :5 I __ � �•1 �_ �?" 31 ?0 Z9 I �3_� 27
� 231 � :.3� °3' I _3» ?35 I ?.2.0 � 23'I� 33 I ?�y � � •;� __�, .. I , � { � "� ,i �� :.'� :� :` �) jy ' �
Q1 � O '� � ♦ •b � ♦ .� / L�G II - `�' 1� �
L o � u � � � � = �� j o i �' -i ( _�J� ° (�20���c �!� �RI•G Jv'I/1 L6
�; 'ti c• � r' f� I�� l � ��`�.-r--� i 7lit� '•l•+i�t1 I DRf� �
� �T�Q� , LI`E�'�� �3� *--�-�- ' � ,
? Lr1N N 1 �� `I �" -'v� �� ^'I `� =.1 I ;I ;, �'� " �) �
� '� � ^ iC �I .' :i � i �75:5 �41 li .10 � �:l Jr~� �1 ' ,.. +f GZ j �s � �5' I :5 + y7 ~I SRv� °_•�~� ,� •I ;�l °�
v •, ? 1� til �` I . � f � . � � �
5 23� Z3 �<' I_Zt I_�0 �:t9 I Ztc� •j ?t7 i R _ , s. `
" � � 1 � ��� 177� � i�.+� � I t
,� � � i � 1
1 � 105 lAQ i57 I I j , 19j ! �,�i 1 G i �,.� (04'
` � °' ,°� �'�° :13G it91 �j'9:�,, ��� � !r7�3 " �
�
0o a o �c I ?j ? :.l0 1 i�
=0�
DRIVE ,� ;�sr j I 1
, , �
� �".. i _ , r � .. , _ , _ � - – ----- � - -
7
ExhibiC "A" Orciinactce No, b681—01
�nd�.
ORDINANCE NO. 6682-01
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
AMENDING THE FUTURE LAND USE PLAN ELEMENT OF THE
COMPREHENSIVE PLAN OF THE CITY, TO DESIGNATE THE
LAND USE FOR CERTAfN REAL PROPERTY LOCATED ON THE
NORTH SIDE OF LAKEVIEW ROAD, APPROXIMATELY 660
FEET WEST OF SOUTH BELCHER ROAD, CONSISTING OF
M&B 11I0�1 IN SECTION 24, TOWNSHIP 29 SOUTH, RANGE 15
EAST, WH05E POST OFFICE ADDRESS IS 2100 lJ�KEVIEW
ROAD (PROPOSED), UPON ANNEXr1TION INTO THE CITY OF
CLEARWATER, AS PFtE�ERVATION; PROVIDING AN
EFFECTIVE DATE.
WHEREAS, the amendment to the future land use plan elemznt �fi the comprehensive
plan of the City as set forth in this ordinance is found to be reasonable, proper and appropriate,
and is consistent with the City's comprehensive plan; now, therefore,
BE IT ORDAiNED BY THE CITY COMMISSlON OF THE CITY OF
CLEARWATER, FLORIDA:
Section 1. The future land use plan element of the comprehensive plan of the City of
Clearwater is amended by designating the land use category for the hereinafter described
property, upon annexation into the City of Clearwater, as follows: '
Property
Legal Description attached h�reto
(ANX 01-11-01)
Land Use Categorv
Preservation
Section 2. The City Commission does hereby certify that this ordinance is consistent
with the City's comprehensive plan.
Section 3. This ordinance shal! take effect immediately upon adoption, contingent upon
and subject fo the adoption of Ordinance No. 6681-01, and subject to th� approval of the (and
use designatir�n by t�te Pinellas County Board of County Commissioners, and subject to a
determination by the �tate of Florida, as �ppropriate, of comp�iance with �he applicabl�
requirements of the Local Governrnent Comprehensive Planning and Land Develuprnent
Regulation Act, pursuant to § 163.3189, Florida Stafiutes.
PASSED ON FIRSi READING
PASSED 4N SECOND AND FI�JAL
READING AND ADOf'TED
Appr ved as to form:
. � ,-
Leslie K. Dougall-Side
Assistant City Aitarney
February 15 , 20C11
Brian J. Aungst
Mayor-Commissionpr
Attest:
Cynthia E. Goudeau
City �lerk
Ordinance No. 6682-01
�
�
�. ,
. . j ...:� ' : . .. . . ' . . � ' . .
- EXHIBIT "A," :
Legal Description
, The South 1/4 of the Northeast 1/4 oithe Northeast 1/4, Less the East 675 feet
1
thereof in Section 24, Township 29 Soutb, Range 15 East, Pinellas County, Florida.• <;
�. . , . .
,
. _, _ .
.
,.
:�, . . .. . . .
. ,
,
. , . ,
_. ,: . , ;:.
, , . _
, `, ; .
.
. . .: 4 - � . . � .. �.. ...::, � .';�. �� ..,: . . . �� .
... ° } � . � .. � . �
_
.,.
. . . ..� .,� . .� ;:
. 4 � , .. r .. ; �.; .. ,: ' -.:: : . .
� � , � � � . - ' � �
� .. . > � �. .. .
.. : _ - :. . � �:. _ ..
�_
.. . �.. : . .. � , a �._ . � �. ,�. .: -
� .. � � .. � . � , - �. . �
.. .�;, :.. .::- ..:;� .
. . ., . ' � ��...� �.:_ ��.' �.:. -:< - -- - .
. . ., . . . . :: .�.t _ .
.
.
_ �.
;.
.� .� �:.,: . ���. ..., - �.
� . ���:. . _ �... .. :. �" , .`., ,:� i
, � . ,._: �. .
. . . .i:� - � . .
r - '
� r
�
:. . . �_ ..� .r _ -
..; . _ ._:.. , . . `}� _ .,, ,
_,.
� . - t ' - - .i; �
,. .
. ,. ;: , . . F . .
F
t
. � . CY �k 1 � � y .���. - - - . yA���. .� .
- � .� � �' � ..
.. .. ' � '. ,. :: .; . ; . .
; . . . y ., :�-; . .' - '
�
� 1 �� 7 '
. - ,.
�,,. ,
_,.; ..;. : _ ..
.F
_.. .:.
; _ . , �
:
,� : . .... ' ' ..4�. �. . .
. , . . .� .« . .
, � '- , ��. . -., - . ,
.
} ` '
'.1...a� � . ��` -
', .�.': ..e . . ,.. , .
.'. . " ..rv :.,.^ k '..� . ..; .., ...�. . .
�
f �-
. ,
' .. . . . . .. . .. . �, . ' - -
' . .,,'.. .. '..� 5fi: �:� ..,'
.. � j . ' 1 - . .
�. . , �-, ... . .. .
� . .. -. � .. . :.. ... . .
. .. : .. ', :- :. ,..., s�..:_::1 :',.� ' .. .
; . ' '. :' ' : ...: -.. : ' _ ��..� �.._�'.�. � � '.' - .
. . . � ., . .,. _�.. ,. . "� i� �'�.';� "..�� .�� . .
�. .'... _. � . . .:� - ..
. �.. .J :..� .. ..: . . .: . � . .
..
.. . ... �i . .�' � : .: �. : . �',.� � ; � � . ... �� .. , ...v. .... .
',;�si ..�. �..., .. : .
i
, � . . . . . _ _ . .. .. . . . . .. . .. . . . ' �,. .. ...., � .�� '.
l ��
. . . ... � . t . .
. . . '..: _ � , .:. . . . �: �
'.: ' :: ' , . .. ' � �:.. . . ., �,: .�'.' ,
.
.
. . ' . : ' .' : '.:'., �... . : � . � ' .
' . ._ .. ... } . . :: � .. ' . . ' . . .
. . . e .. .�.' .. : .; � . :: � :.'. ' .. �..: '. ... : : "' '
� . . . a . '. .. ,
' . . .. . ' .. ... - . � . ' . : _ .
. . . . � .. . . . .
�
'. . ., . . '. : _
.. . . �.� . :. . .. ::�;�.. Y � ".. ,';. .': .
� � + � ' . ' , ' � . ' � � . . . . . ' . . . � � ' �
. ' � 1 � . . � , � . . - •. • . .
i'
�
�
____ r
EE7 '— i � i �""' ,,, -� ^ � , I {--- ,, ;,�,-•--
�o , �, i �� � 7 1 � g �r'� .'� � � . �� t i I - i ' ' [{i 9 i 9��f � p- , t ' _ � � � �
136'i �35 "� ° r �I � .� ' � : � I j �? �i, � j t.t,q„�S i :� � :I ;� ^_��I.�i,'1.���'1t��� � 5� �+' -; ; �
� ° c� '° ' 'v I '�� v � "L���i_�_..._=1__=�! '�'-'_.1..__�r� 'vl ; ,I :ao �
j,t�!i � � � BvRNIC° ? � ��V ___ � r.Ma.e��,.�� �'t� .� �..QRIL�_��-l�i-�-.:�^,
/ .�.`u, .
1 I(',��' i_�� I:C9` Y� `;' i�•:.;N:Y��f -�'' ; �'� .� : '� ''�^~',+�� ^Ni � � NI � = � •J.�I ; �
r,/ ��� i' F .I I . I � :I: .v .0 .. ^ � n y h � J .v . �:. f t::U
/'%`7� 1� -1 ` V I � ' n ' l � �� �7 ry�� .. , ..i�`.:• ~ S= �'i �`
� ! ` 'o � r � r � t . � ' t � 1 �1 I �? ` �3 � ?.. � ?g �`� 27 :8 ?9 �„ 30 ,� ` � �
i t9 � �.ia� !i i::s��' 9 I\ `� � � �'-� ,� �"'_--{ x � . � �! i ., a � : � � �` y � � ;� 5 � .
,_��+� � � i I / � ' 3 I l� Z . . . . � , 4 . , ,� " , ; .
� ac�, r �. � �'� , � ° .� � . � � nas �s �io�'
�'i' 3 � �l� L �? � ��� .��j. � � '�' �`I '� h _. QI. ,i u .,l�' ' 4 :ili�iE:
ol��J �bl,� (^�.11� ....7 � �'��Oi�� `\ ...� �„ `v "' n i L �`_r. ^' n`� nf h� . '„ ....._.1. ~ �~ � '� —
_;_t �� y, � ,::�� _ �1 ' � ,, • . � � , .. . . - • OR1�� • . °
o t o ? � •i � � p� �----x �
� ;7J� � •� ��_ `. � �7 �R w ''n- � a h � . .�. . � '
(D � , . ri . . n . 4 � �n ;y •.. t
� �. li ' . � i � ' .i I.� ' � N. 'I , , IV . N ry 1� �I ��.� .�C ��
. \ ►-• J:taJ ��1 :1B 4i � 'a o ,. ) � $ � t7' tB� ..I9'
_ ; f � „ ,� 1,3 ,.s. ;5 ,�: . �,
,es ^: ��� � � _ , t ! _ � ?��c ; -� .
v , � ::, �n .
�_„ �
_ ��scy ' ? L iYT'D R � . -� . �' . . . . � ' . ' , � .
o'c �JY"< /`'� I—� ;�ny ~J IH �15 "'( (•� �,^ /. ' . . _ Y i
" � / cf` _ � -�'_ 1 -iL �vl.��"�-.�.� . , �T�jo. .� x'
l�� ���� �O � : �f� . . 4,���; . PAR1C'NAY' i2 . -.0 �.
` : g �� �:.
1 z�zs ` .� ? 9 / ;:3 ��: .� :�;r. , � �,t�' � _. . - s
��c� 3 � ~ . � 'r^ ! . � h • �i;� • �
? ` f y ; "'. g . Q- -: � �
" � �t � / � %�' -•1�1 D' Q ' . }. io. „ . . - �.. "
� �l. ,E -. . �
� � � � . ..
+ �_1ot Q sss-s*fasaaFat-��f+�wsas+a+w�w+o-a -
s� - - y2sz '
' s ,.
� r
�o;�. ar,a : . L s... tr jp3 - .�i:�os•: 1�/b8: i� jo�:�.:
� .. .� ~'''� _ = �. . -
��_ :, .. _ ::�:- _ _ _ . :. :, _
� :s9-5�1 1' ' - _ .'�''�, ' + _ . ''�
g�_�s5 q.' . a��. '
'.5 - -
� ; �jl; hl� � .. ` • -
/ � t �. ::;�..;.' , rs 1 - �` -f ,?��-; :;�'. Q
1 � ;.: �r,or._acs- � It j02 � 1 ti jo5� l7/Q�':� � 4r%tq o
� _-'� � o....,: . •- '.. � .. �)
. � . a�•« yi+5-+io7 . • � -, •_ . .. . , .. . ,
' " � o-::1 .. .::: ... . . . . . A -. . ..� .
■ c
� �aao-os-+isras-ssass+sairse�w�aaEe+�a+tia�a�a..----.�-
U1KEViE�M _,�t_�g. : ;IH7-535 L.�KE�iEW ROAO o
�
_, � �n � '` =� n � � : 1r �` '<+ b � �
11 IJOO � lO � '� �� .i �v; / �� ye � i J :v 1 N� i �v ry �v ii '1 �
� I ' .3 � 1 1J:0
� "�'� y � I 1 � i , 4 � �
:5,•j�, '� �9'1; �� 13 ��NI. I 0„i 9�j �.{ T'I � i � '
� • _ tt t b � _
�1S ' 137/ •e � Z ti �
N N q 1 c! .I ..lu n a '� t390
� y(� � +�r �ViQ�-t1 � 10 R(N _._
v' � i` �
l7�� �—
�
��a ''� �,. � �8 � 19 � 2C'") � a � � �
��J� •t� J �Ja +j5 I~'6 ` � I , � � ^� 2'c i4 � ZS =6 N
� i ,� r�s, � � J � j �
^V I � i J / I aa v� 33 39 �7 � u�{ :s � �� 1 �' `I` ^�I }t Q�0 , 29 ZB,I `7 v �
( �
1 "i2 ''33 ?3s a?35 i �5 �"t7� ^� (';� , -15 .� t' = i � ' 24 v j y
i i � ' �
o �o � � . ,.,, f _ ` . ti � .: sp ,, .
�" o � '- I o � I `-' � / /�
^a � n i�.v � � ~ / 1 '/ �
UN ��_.' %� :5
'� � ��� �
� �+ � � v� _'" " ;' ; � i�rs y
1 v ri `N �� -�) n f
2:� _i:. z.� I _.t � _?o' =t9v :t2 � ��; l i •i�
I � I � ; �JT�
tG5 ta3 � t89 ( � ���3rjry t`J.s ° j ��o �
n o in o; .j 192,`; } r779 � I
v rs � G 1'� 1 _�
� o o n' oI y.� ��p° i
"C5
DR7VE � ,�s�
w
. t _� . , ,., ,., _._ �
s7
; ,� � . GROVE" •�• 'ORIVE - — -�c :,. ta� - �
r ta •�' v/'r [_ DRIVf � �
; '— �
.Y � � -�� :'� .• , ;) � �� ] ��� N� rO�l D �
-�6 �9 ~� _�~� :� v� �� �� ci'� . I ;5 I :5 57~ aw 5 , �
a-
�, .� l �
.�.r:��..� �
I�
� I'
Ordinanc� Pdo . 6682-0 l
� h�� ORDINANCE NO. 6683-01 � �
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
AMENDING THE ZONING ATLAS OF THE CITY BY ZONIiVG
CERTAIN R�AL PROPERTY LOCAiED ON THE I�IORTH SIDE
OF LAKEVIEW ROAD, APPROXIMATELY 66Q FEET WEST OF
SOUTH BELCHER ROAD, CONSISTIiVG OF M&B 11 /01 IN
SECTION 24, TOV�lNSHIP 29 SOUTH, RANGE 15 EAST, WHOSE
PO�T OFFICE ADDRESS 1S 2100 LAKEVIEW ROAD
(PR�POSED), UPON ANNEXATION INTO THE CITY OF
CLEARWATEF2, AS (PRESERVATION (P); PROVlDING AN
EFFECTIVE DATE.
WHEREA5, the assignment of a zoning district classification as set forth in this ordinance
is found to be reasonable, proper and apprapriate, and is consistent with the City's comprehensive
plan; naw, therefore,
BE IT ORDAINED BY THE CITY COMMISSION OF THE CtTY OF
CLEARWATER, FLORIDA:
Section 1. The following described property located in Pinellas County, Florida, is hereby
zoned as indi�ated upan annexation into the City of Clearwater, and the zoning atlas of the City is
amend�d, as fallows:
Pro e
Lega! description attached hereto
(ANX 01-11-01}
Zoninq District
Preservation (P)
Section 2. ThE Planning and Dpvelopment Services Administrator is directed to revis� the
zoning atlas of the City in accordance with the foregoing amendment.
Section 3. This ordinance shall take effect immediateiy upon adoption, contingent upon
and subject to the adoption of Ordinance No. 6681-0'�.
PASSED C�N FIRST R�ADING
PASSED ON SECOND AND F1NAL
READII�IG AND ADOPTED
Approved as to forr�:
. _
Leslie K. Dougall-Side
Assistant City Attorney
February L5, 2001
Brian J. Aungst
Mayor-Cornrnissioner -
�lttest:
Cynthia E. Goudeau
City Clerk
Ordinance iVo. 6683-01
�
EXHIBIT `�A,"
Legal Description ;
The South 114 of the Northeast 1/4 of the Northeast 1/4, Less the East 675 feet
thereof in Sectioa 24, Townsfup 29 South, Range 15 East, Pinellas County, Florida.
., . _ . . , . �
. - . ' . �
,.. , . !
:.
. : t , .
. �. �
.
��.
,. ,... .::
. .. :. .. ; .
, ..:. . .. . .. _ . : . _
;� .. . :
r ' �
� �
,' • _
, ,
.
�
, ... " - - r�. � .. �
� �,:,� - . . i.
.. �
,, ;
:
.:.. ; ., ,..
t
' ' } . . . .. , . +
. .. '. .i _ ... . .
.
:�" �. ' . ; ��.. . '� : ... � � � . ' � .. 1
., . _ ,,
i
.. � .:
: . .: . _ — `,.. . .. : , „ , '
.,. . . ... . . � _
_
; , � , �::. , r _
.� .� � . . ��_. �.i- :tr: 3 _:�.. -�...�� ... . .. �
.,.. .. __ . .
,. . �. .. . ..: .,. .. - . .
,. : '�.. ,t .. . � '; ; _ . ,
.-''. . �.. : . (_ . .. .:, - _ .
,.
. ._.. .: :; �.. . ;, , .l:: . . � .
n
�
>
,.,. , , . . . . . . . ..
,..
_ .. �. .. ... : . . ... �..: � :' _ _ _ _ _ .
` f .:
✓ ( �
.. , :� s `; �. ; ... " ' � .
.:� � , .. .. .._ ._. . �; .
. . _ �;_ _.. � ..' �,: � .
�,{�h . ' ' ' ' , �
�.. �
, .
�.� .. . -�. .. � _ .
. . .� a �.. �':. � .
.. . . , . .. .�. . ., `�' . .. . .
<.
�
; :
. . ...;.. � . ; . . �_. . ' . ,. .. . _ _
`
' .:.
. . . ,�..i ..� ..�.. .. r.. .. . '.� � . .. . ' : ..; ,. . : .. .,.
;,., ;: __. , ; - -
i
. . , .. . .. , : °, :
, �.;.
: .., ,:: _ :. ...
-
_. , .:
_ . �, . , : ,.
i
. - ,
, : � .
:, . �
.. ,
,
: °. ;:. _
... ,. `" :;
; ,
=; �
. . 1 } : � ... 4
' _ . . . _ � ' . . . �
. ' • . { . � . . . . ' . +. � .. . . �
. . . . � _ Y . � . . . .. . . . �
�:.
� . . ' : ' �: . . . .. � . . . ..
� .. . . . ' ' . . . ��.. .-. ..' � � ' . . . • . ' . . .. .. . � . . ' � . . . . .
..
. � .. � .: , . . _... � . � . . ,
� • . . � ' . . . ' . � . . ' , ' , � ' �
� .. � ' • . . . . ' . . t. . . . . 1 , i , , , , �
_ .... � . . . . . . . . 1 ' � . � � . . �
� . , ' . � � .. • i
:,
V'
��
�
s
>rnEEr `' j_. i ��; s,_'-' � ; ;; ,�__. ; `_'.—_��,""tiT:"'-'— —
^� .,. :a . y� � � <` I� g rni � � � f � i I 1(1 '.1 ` H I � ' i .t i . r _ + ��
%,
:n'ti �ts ; f �I ' j � � �� Ps � ' � �;, 'S �i�ry �a�;;�` . � � : :� �,�L�1�S,D� s� ^ ;� ,� t
� � I 4 '
lr_.____ � Y�i � N � �v � ^I '1 �I 'V 1' i7 ' 1 i t'' Y Y�a !'ll 'I � I I 1: iJl) •�
� Bf7RNICE I i - - ���._..iL�.t..._.�.i_____ ___ �
�•i'I� . �. 1� _ ._..-------=Lt,_ .___._ r�e+�aa�wt ° = � ° �_.�_____...._____._..,..QRI.L£�—lk1-1�' „
� � !- Ll- �—.
i{ _�� � �r � � � ^ �.:Lrlit .� . � ""' -- •-'-^.�- N. ��. ..._�� .___...
i . y� � t:C9 i ^ � i � �' :i 40 o ( o: � I . '� ".i � � ' . n ,�; ry �� ' ; '
� ,. � , .
\� � ii y V f V I� il� N" L I'1 � ^I �V ti �� 'y N N i �] i . � I:��
1
�'` ;�,:, � i t u I � � Jj -�; � �� 1�~ i� I:o , " ��c: � � j 3� :.�
�.� ° �:� •` ' ' �, ' ( l � - • { t I � �? �Z � 23 �; :J ;� ,. 21 =�J ' `7 ;� `U �� , �
� ; � $ \» N ! ; r: �s � i f �.� �� i ' •_---_-� � ^ _"`_
i 1 � � � ` O 5 � i � � 'f � ° j `' y ��
� _._.�: � _ -�< \� :. � ' ' .. � .
�� �� u � ` ' � � .
1 ` . .3 .. � � 5 , ° � 1 .�Oi " J 'x n � . n. �. � n � � ( °! � : .' ^ r T}1i9 lS 1/ O{�.1�
� ` : 1 ' �Pa'�` '..' .'. .`v - �, f .. , . m SURVEY � �
�i�� .� �b0 /��i41,1 ,� � �\ � �1 . N "� I ti� N .-�_ � ~ N _
~ �"- Y �=� 1} � %" ! I::� �',i `�� r� ~ . . . _ . . ` .. Vn{�L ' O.
'' �t :079 i 't / _ �r � (r. 60 .i .w n' a �n ~_v . . " � �
W I � I� ` '> : ri � ♦ .� . w' f _ � i
y \ \` ^ �� W � � t � . .� � ' � , Y ' '. ' N ' fv n Y . � N .. � ti
� ' ,�. `�� `� h�'1 ...lJ U I��f1 W " � . t � ,�1 b %r g � . 17 ifi 1'3
1:� ��` � .._ � � � hj 11' 1?' 1.3 1•3 15 iti • �1
1E3 • t J — > :i05 � �
I � V r:r� �- � 1 ;' :�rv � '
c jt ` 7
� ;
�i^�� J��
\
� � �n:s 3
�
L..4KEVIEW
�/
t "0 �
♦
o-,.�c�
.�rS_�; �
.'s�9-49:
:b9��fsq
�
/ .a/'N �:15'
.�e,_ae� ,.
13/Gt
♦
`3 3�1
��� �
os/
t_ai��
�31 ; �3? I 233 `.::4� :35 i �.'.o � Z_'7� �33 ?3y
i
'r � f � � ^ �� � ro c1G
I ;; �' i �j � = �� �' i � ' .�
� 1}�1
N �
� � ^'�i 1 :i _ �i � \ �iJ:i `1t
O ~ i �N 1 � v �I `v ( �
=za _. �:2 � _�, , �o � :,Q z,a �;,- .1�
� � tr. �
tG; tr.g t39 � � ' I'?3 toa' ° tf 3C5
' � n (:�9fi i91 � 19�.� °`' Ir17.9
v _ ,� � ---
0 6 0 10 � �'p
=! � f ���
OR1V� � � r.rsr
�-----
r L i�'1 L l�. . =r ( • --^`,\ � ' .
^� � .� � � t3 f ' �
IS 15 I�t i ' �
- �} ( � �o � �
-�'"�, " ; / r� "`
L • � ry �` ' . � �/v , '� 7
. qi�� u
., PARKWAY � 13 � . i 2 � , . . . �
= 5 5 . �,,�� I:�:t� • ` •, "
•� ,�, . � = - r, , '^� � a, . . - .. o
� � .� �� `'p. `�
- �� .`, .
�N f� ✓\ '� . � .. . �
7� � ��R'�� � � $ (. 9. io 1 „ : - . �
� � � ( . .
■
s�.saa�.ae�.a�. �.a...a�.�www
�: . � . . . .. �� . .. � � `l:9.2
�: '. . ' e: :�t/�' 'lt�%QS'.� :ail0a�. �i., „� -
.;� ;,�,, .. ��: ':
�.. _ : 6 � , �' �' =r
e�. - �'.` • •1?� dl' - ;.A: -
S. �'.4• . . . . �. _ _ .f�, •• - . _ a
w jf;o��_�cs.� . � :�i�/o2� :.iijae :i�jn?�.;.' 1T�t�,, p
�I
�� _ " . • : � � .: '•�,;, - � . . .>• .` '.''.' . . 4 . , , ..,.
. . . � +• •. ,
� : . , . _. -. : � ; h` � . . . .. � � - RI < . � � .� , +' ?
14iA-6�i-��EFi�#iHfiiil��iFa�li�iaiti����.��— � � �.. . , • i "'•:.'.
1 = :ie�-ses L.AKEVIEW ROAD o
^ - I
_C :o �h � ;� ; ' `I N , � ` y ^ i
„ roa ; I �:� _ �. � ;, ., , n .: R a �
t 0 � g � 7 i� � 5 .s � � c Z i rs:o '
� �� ���� �;fi
�� L fJ3� I a � � � > > < � 9 = � 7 � a }
i ;;�htt ''�n� Z� �" �l� e o Z. t
\ 4t t771 ' • ;,� ry i � ;.i� �� 1 ry /.190
�i� I r ��� � �� ��� ^
IiJ�� i -, �
n
z 4 1 t4 :v ^ �n i 18 i 19 �C � e ^;) �° �
'� /i''i , 15 lU' t7 � � � �� =1 � �? �.f ~ �j ' �6 �
--r � r���
'�� -JZ„ —
� y�' 39, ( 38� ! 37 �5_i �5 I.�: i}z }^ � Sti �r,^ ? `_ i
Y I 9c� :3 j �
-1 � •' �� � i � � 1 • � ` I .�. ° � �i a ry �
^, L ,,
�j .tor g GROVE'o '�'ARIYE � � �,• [�
�, �✓_,___ •7 vr� tn .o' atr ra CRt�/� '
.20 , '�� 'r �i �:) �i +` ;� Jti �_ Tm -..-_N"'�r.�_�_
y� �� w � �1 `� OI �I
„ ah ` I s� � :C :1 `I s `I � :s ; �5 I �o ,) �7 �I ;y�I g9 ~
I � � 5U
. _�
' �� � I
....__.!.. i
.�s:.�' ; I �
l�
� �
i�
Y
i �'R�POS�� �N�IEX��"i��l A�D ZQ�IIN� CLASS�FICATi��
�
�
�
� OWMER: ��ty of Ci�arwater � CASE ANX 01-11-01
: — �_._._ - -
; SiTE: 2100 Lakevie�rv �oad � P�OPERTY SIZE (ACRES): 5,1±
3 ZO�If�1G LATvD U5E �
� ; ?iN: 2�/2`�/25I00000/110/0100
�
� �ROM: A-3 � County Pi93Ufvatlon ' __ �_ �
Tp. P ?r�eervntion ''`T��s 30J8
; PAi�E:
Ordin�rice NU. 5683–OL
a�d� , ORDINANCE NO. 6688-01
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIC�A, VACATING THE WESTERLY �.0 FE�T OF THE
10.0-FOOT DRAINAGE ANU UTILITY EASEMENT LYING
ALONG THE �AS�ERLY L4T LINE OF LOT 40,
COUNTRYSiDE TRACT 6 REPLAT; PROVIDING AN
EFFECT'IVE DaTE.
WHEREAS, Terry Ryan, owner of real property located in #he City of C�earwater,
has requested that the City vacate the drainage and utility easement depicted in Exhibit A
attached hereto; and
WHERE/�5, the City Commission finds that said easernent is not necessary for
municipal use and it is deemed to be to the best interest of the City and the general public
that the same be vacated; now, therefore, .
BE IT ORDAINED Blr THE CITY CO(VIMISSION OF THE
CITY OF CLEARWATER, FLORIDA:
Section 1. The fiollowing:
The westerly 5.0 fieet of the 10.0-foot drair�age and utility easernent lying
along the easterly !ot line of Lot 40, Countryside Tracf � Replat, as recorded
in Plat Book 78, Page 11, Public Records of Pinellas County, Florida
is h�reby vacated, and the City of Clearwafier releases afl of its rights in the servitude a�
described above to the owner of the servient estate thereto.
Section 2. The City Clerk shall record this ordinance in the public recoids of
Pinellas County, Florida, follow�ing adopfiion.
Section 3. This ordinance shall take effect irnrnediately upnn adoption,
PASSED ON FIRST RFADING
PASSED ON SEGOND AND FINAL
aEADING AND AD�OPTED
Approved as to form:
: ___-
J ne C. Hayman
Assistant Ci�y Attorney
February 15, 2001
Brian J. Aungst
Mayor-Commissianer
Attest:
Cynthid E. Goudeau
City Clerk
�rdinance Na. 6688-0'9
0
EXI�I�l� "A„
5'cale i " = 50'
Thi� is r�o t cr �urv�y
w
�
�..i...
�
�
W
�
Q
_
C
�
w
z
�
�
�
�
W
�
�
0
�
�
�
W
m
J
�
�
�/aca�ion Reques ted
P-, .
�p,o/icar� t
... _.�.��Rf�Y DRI VE
. .._...1 �. _..._.. ._._
� !
�5�� CTl'Y OF' CLEARWATER, F'LOR[DA
o , , '�.
}� ' � �� PUBLIC VYORIGS ADM�INISTRATION
�� F�'� ENGINE�RIN'G
iMM��
S.
�
! ��
II
CITY OF CLEARWATER, FLOFtIOA
PUBUC 1KORKS ADMiNISTRATION
ENGINEERING
o."K�c VACATION REqUEST vA zao�-o�
vcoao n RYAN �at
ax 3217 PINE HANEN ORIVE �_��
oi/o�/2ooa COUNTRYSIDE TRACT 6 REPLAT to�2es—ise
�� PLA7' BQOK �8 PAGE 11 etl�'" o�
0
� . _ '� .. .. �. . .. .. � ...�. �.�` � :. � . . . '. . . , . .. .. . . . . . ..�, :'.; ..
�. . . . � ., . : -- .� ; .�. .. � � � .. � � . . . . �
. .. . . . � � . . . . . . � . . � � . � k
. . . .. � . � � . . . � . . . . . . �
� : . . . . . . . _ . . . . . . � . (i
. . . , . . . . . . � . �. � . � . � � . � � � � . � � . � . . I
. . . . ., . ' . , . . _ - . . . �� .. .. . . . . . .. . . � , � ,� ' � . . . t
.. . � .. : . -. .., : . . .. .
. .,. ..� . . ' . .. .. :..." . ' � . .. ._ . . , . ... . . . . .. . . . . � �. . . :. . . j
. . ;: � . .,.- .�..' '.�. ',.::._. . ..� ,�.'.. '.'. .. . . . . _ ' ' , ' ' . ' . i
' � ,.� :. :., . . ..� .�; . � . � .. ..:_ � .
i: . . � � � � . � � . . , � � � � � � �
. . ; . . . . ,: . �..... � . . . . � .. . � .
. �-. . . . � . _ . ' . . . .
_'
�. ' � . .�'. ��. .. . . . . . . . , ., . i
: : �.: . ' � '<<.r ._: ., :. : - _ _ .. . . . . ' � .�. �. � . � �. . . � . . ' � .
�' .'�' 1.. ��:_ ,...:; ��:.. ��'�.'. +'..!. -�i..,_ �..'�'.'�� . . . . � .. . . . . . . .. .
�
.. _ , . , . .. . _ . .
. . ', .. .,.. ._' - .. :'. �� ��' , '" . � . ' .. � . . . . . . .
.. .... .: ... .; . : .. ' . . .. �- . . . .. . � ' .. � . , . _ .
, �, '. ., .:. .� . � �.. . ' , '. ' . ', '. '.
,
, . , .. , .. . ', .: . . .. ,. . . . . . . .... : . . ' .. . � � � + . .
�. . .. ...: .� _.. ,. ._ :.... � . . .. '. . . ' �' � . .,.: . �' .., ' . ., .. : . .' .. . : . i
.: '. . . . . � : ^ . . ., �,.. : . � �� .�. . ::. . � , .. � . .. . . . . . . . . . . .
. .. , . ., �.,.' . . ...� : �, .". '' . ,. � . .
. : . �. . ..� � .:
,. . . � . .�,. ::: . . _ . : �. , ., ...... � . . . . : ,. � . . � '. . . . . �. � �, �' .. . . . . . . . .
, ;, . � . .. ' � , :' . i
• �.. .��;• . � � -.... . � .:. . ...:..: � : . , :�. . � . . . ,� . . _ , .
. . _... . ., , �.� �'� . . � �� �... . . .. .: �.' � . i
. �... . . _ . . . . . .
.. . . . : ,. .. .. . . .. . .. . . .
., � . , . . :. . . .� - . . .. . . . . . _ .
. . �.. �.�. ... .:,' ,. �. . . . . . .. .
.y`
_
, . _ ,
_.
_ . > : ;:.. �
. . . ... ; < :; . ` ' _
,
` � `
• .. (
�
. . ..
,. . ,
; :
a . . ;l _ _
.
r:
. ,
.:. , . . � . .;.; � .; . - - - �
,.
,- _;�. ; � �.: .� :�.:. _,: .�.,., � ,; ��r _ . . . .
r:: -
„ _.. . . : � •.
'c;: � . � . . ' ,.. �.+ ' � r. : `;. i , _ . .
�.: :. .. .- _
..�.. .. . ;: . , . _ . -
': . .. .. _ .:._ ; -:�_:. ...:. .:.: . .._. �� ... .
�: '� : . ..�'. .� .
.,, � . �. . . - . , . : .. : -
�.�. . ' .: .., :, ',, . ;. �. .i - . .
r
:. ,,`: s` U �.: . ...
.
.
�
. �,.. . : .. : { _ _ .
Y f t
� :y
.;,� ��. � , � ���� ' ; S _ .
3.. - r � t
r.�:�.� ..':..: �..:' ,:.._ . ,s �t f'. ' .
� �
. . _ : . .; : : .' _ _ . . . .
::,: . . .. ... r t' :; � ' '
>, . , .. _ . ' . ` , • ..
c ��r. .:. ; . . .._: . � .
:,
,.i:' , , ,. >.. , _
. �: .
� ,.
, �:: . � �� -.- �� , �E —
4 f � . :_[ _ .. . '
�, .; . . .: .. _ . .
�
. .. .- .ti. �... '" . ' �: ' .
.. _� . ' :. ' '. ..' ' ' " .
._:t ., ... �.., . : ..; .
. � . .,. . ,.�:' '.�_..
� ' ..:�.. �"
._'.
J'
.. .._ f v � .:- 2' - '
: : , . � ., .., . , " - . .
.e, it: q �• t '
4 i
't . :. . ': � . � .
. ... . ; . . . .
�.
y��::�. :.... ��:�'� ���. �.'. '' . . .
�...
... ,. . . .. ._. � .:,:
�.. .,. _ .. . : . .�' ..
. �.,.:. � .:� „ , ..- .-, . ��:�� -.�.. .�;� �.....� .
. . . . .� . ., . ...: �
' � � .�. ... . .,;. . :.
<-
.: . � „ . . . ...,� . �.�.,. �.
_ ....�. . ..
..�:.-. ...-. , :,.:�... .. . ._: _ � -
. . . � . �:� .�,.. .,....
......� ._:, " z..r„c. �. � ;,..... . _ ..
r
t �.� � � r .. _ t4 . .
t - t �_ - h _ . .
er , ..
� ,� .'t: , �;s R' r '. `; � '.
, � _
� '� �
,
... .,: p . . . ., �; _ .
.:' . :` „ ,. ..�. " ' ' ' � .
'.�` �.�." �'. .:�. J. ..:...' '..�. .�,..: ..
: .;_ u
..^ . . . .: . .
�� � . . � - . . - . � . � � " _ , . .
, .. . . , � ��... - .. : � . �.� . .
€ _ .i . :', _ ' . � .
' : { . �. e "m : �' �': . .� - . . .
.� ... [ ' � _ , .
.� . .'. -.:. I .., . ' . .
," :.. �`: ,. � ... y � 'ii ' _ .:+ : ' � _�r, t t ' �' Y` '
.
: . . . �: . .�� .
}
.
�, .�. '. '. .. - � . . _ . _ . _ _ . _
., , ... �: . . . �
t � .., �: � ' -. ,'�. '.. , �.: � � . � .
�.. �. . � . � r
� �rh
,.wt`.����
l�
� "��.
ORDINANCE NO. 6692-01
AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA,
AMENDING SEC�f'lON 32.374(1), CODE OF ORDINANCES,
PROVIDING FUR THE METERING OF NON-IRRIGATION
RECtAiMED WATER USERS; CREATING SECTION
32.373(3), CODE OF ORDINANCES, REQUIRING BACKUP
POTP,BLE WATER SYSTEMS FOR CERTAIN RECLAIMED
WATER CUSTOMERS; AMENDING ARTICLE XXV(3)(f� OF
APPENDIX A, CODE OF ORDINANCES, AS AMENDED BY
4RDINANCE 6587-00, PRnVIDING FEES FOR NON-
IRRIGATION RECLAIMED WATER USE; PROVIDING AN
EFFECTIVC DAT�.
BE IT ORDAINED BY iHE CITY C�MMISSION OF THE CITY OF
CLEARWATER, FLOR1(?A:
Section 1. Section 32.374(1), Code of Ordinances, is amended to read:
Sec. 32.374. Meter requirements.
(1) The cifiy will not normally require meters for residential recla�med water
customers or golf courses and ather ope�� space recreational facilities. However, the
director wi11 require rneter installations at any industrial/commercial, non-irrigation reuse
includinq air conditioninq system coolant water, ar multi-family dwelling uni# location where .
reclaim�d water is available.
Secti6n 2. Section 32.373(3), Code of Ordinances, is created to read:
�ec. 32.3T3. Custorn�r respon�ibility.
,�3� All customers connectinal to the reclaimed system for air conc�itioninq sys�em
coolant water shall be r�quired to have a qotable wa�ter s��stem backup in �lace, including
proper backf(ow protection. Additionallv, ali c��stamers proposin� to use reclaimed water in
industrial ��alications, inc{ia�ing coolinc� towers, must provide certific�tion b ay n engineer
ihat this us�qe is in compliance with Florida Department of Environmentai Regulat�on Rules,
Chapter b2-610, Reuse of Reclaimed Wat�r and Land Application.
Section 3. Appendix A, Article XXV(3)(i�, Code of Ordinances, is amended to read:
X�(V. Publ�c Wo�ks — Fees Rates and charges
(3) Rates and Charges
Ordinance No. 6692-01
�` �
�
( fl Reclaimed Water Rates.
Connection Provided
Availability Oniy Consurnption
A. Irrigation Use
1. Single family, duplex or triplex $9.00
(per dornestic water account;
however, if a duplex or triplex
has separate domestic water
accounts for each dwelling unit,
then the appropriate charge shall
be divided equally among each account) .
2. Multi-farnily $9.00
3. Lommercial/lndustrial
a. Less than or equal to 2
acres of pervious area
b. More than 2� acres of
pervious area or
�. • � �,
�, � � •
4. Open Space (per acre of
"pervious area", as defined in section 32.352)
$6.00
Total
$15.00
$0.30/1000 gals $9.00+use
$6.00
$0.30/1000 gals
$15.00 �
$9.00+use ;
;
�
$13.77 �
r �
B. Non-irriqation use-m�tered, -�-* �0.30/1000 qals use
Includes air conditioninq system
coolant water
*reclairned available
Secfion 4. This ordinance shall take effect immediately upon adoptian.
PASSED ON FIRST READING February 15, 2001
PASSED ON SECOND A��D FINAL
READING AND ADOPTED
Approved as to form:
J e C. Hayman
Assistant City Attorney
2
Brian J. Aungst
Mayar-Commissioner
Attest:
Cynthia E, Gaude�u
City Clerlc
Ordinance No. 6692-01
�
h � �. ORDINANCE NO. 6695-01 � �
AN ORDINANCE OF THE CITY OF CLEARWATER,
FLORIDA, RELATING TO T�-iE SCHEDULE FOR
DOMESTIC WATER, LAWN WATER AND WASTEWATER
COLLECTION UTILITX RATES; AMENDING APP�NDIX
A, AR'1'ICLE XXV PUBLIC WORKS � FEES, R.ATES AND
CHARGES; SECTION (3)(a) WATER RATES AND
SECTION (3)(b) WASTEWATER COLLECTION UTILITY
RATES, CLEARWATER COl�E OF ORDINANCES, AS
AMENDED BY CITY OF CLEARWATER, FLORIDA
ORDINANCE NO. 6598; PROVIDING AN EFFECTIVE
DATE.
BE IT ORDAINED BY THE CTTY COMMIS�ION OF THE
CITY OF CTEARWATER, FLORIDA:
Section l. Appendix A, Article XXV, PUBLIC WORKS--FEES,
RATES .AND CHARGES, Section (3)(a) Water Rates, Clearwater Code of
Ordinances, as amended by City of Clearwater, Florida Ordinance
No. 659g, is amended as follows:
(3) Rates:
(a) Water rates. Wat�r rates for all water furnished
by the city shall be as follr�ws :
1. Domestic water rates shall be the following
based on monthly consumption and will take
effect Q�-^������ ", ''^o-� as shown in the
following table, and shall rernain in effect
thereafter unless amended:
Meter Size ^��-�'��V July 1., July 1' July 1, July 1, July 1,
�,.�-�� 2U01 2002 2003 2Q04 2005
Under 1-inch:
M i n i mum �$---�--5-3- � 8. U 7 $ 8. 6 4 $ 9. 2 4 $ 9. 9 0 � 10 . 5 9
charge
with
usage up _
to 3,000
gallons
P 1 u s, �—�9-6� 3. 2 7 3. 5 0 3. 7 5 4. 01 4. 2 9
f rom
3,Q01 to
9, 00(�
gallons,
per 1, 000
gallons
Ordinance 6695-01
P 1 u s, 3--6�� 3. 8 9 4. 16 4. 4 5 4. 7 6 5. 0 9
f rom �
9, 001
gallons
up, per
i, o00
gallons
1-inch:
Minimum �� 18�83 20.16 21.56 23.10 24.71
charge
with
usage up
to 7, 000
gallons
Plus, 3—$f� 3.27 3.50 3.75 4.01 4.29
f rom
7,001 to
40,000
gallons,
per 1,000
gallons �
P 1 u s, 3�--G� 3. 8 9 4. 16 4. 4 5 4. 7 6 5. 0 9
f rom
40,001
gall�ns .
up, per
1,000
gallons
1 1/2-inch:
Minimum ^�7-r-"'�? 269.00 288.00 308.00 330.00 353.00
charge � �
with
usage up
to .
100, 000
gallons
P.l u s, 3-.-�-6� 3. 2 7 3. 5 0 3. 7 5 4. 01 4. 2 9
f rom
100,001
to
140,000
gallons,
per 1,000
gallon�
Ordinance 6695-01
Plus, 3—E� 3.89 4.16 4.45 4.76 5.�9
f rom
140, �O1
gallons,
per 1,000
gallons
2-inch:
Minimum �5"�-°s 626.77 671.04 717.64 768.90 822.49
charge
with
usage up
to
233,000
gallons
Plus, 3-8�£r 3.27 3.5Q 3.75 4.01 4.29
f rom
233,001
to
343,000
gallons,
per 1,000 '
gallons
Plus, 3--F� 3.89 4.16 4.45 4.76 5.09
f rom
343,00.1 �
gallons,
per 1,000
gallons
3-inch or 2-inch
in manifold:
Minimum "^�� 965.71 1,033.9 1,105.7 1,184.7 1,267.2
charge ? ? o ?
with
usage up
to
359, 000
gallons -
P 1 u s, 3--6-G 3. 2? 3. 5 0 3. 7 5 4. O 1 4. 2 9
f rom
359,001
to
474,OOQ
gallons,
per 1,000
�allans
Orciinance 6�95-01
Plus, 3--G� 3.89 4.16 4.45 4.76 5.09
f rom
474,001
gallons, �
per 1,000
gallons
4-inch:
Minimum ',''�—�-Y 1,858.7 1,990.0_ 2,128.2 2_�280.3 2,439.2
charge � 9 8 8 0 3
with
usage up
to
691, 000 �
gallons
Plus, 3—�G 3.27 3.50 3.75 4.01 4.29
f rom I
691, 001
to
979,000
gallons,
per 1,000 '
gallons �
P 1 u s, �--6-4� 3. 8 9 4. 16 4. 4 5 4. 7 6 5. 0 9
f rom
979, 001 �
gallons,
per 1, 000
gal].ons
6-inch:
Minimum ",^G�.^ 4,774.7 5,112.0 5,467.0 5,857.5 6,265.7
charge �5- 5 0 0 0 5
with
usaye up
to
1,775,000
gallons
Plus, 3--$f� 3.27 3.50 3.75 4.01 4.29
f rom
l, 775, Ot)1
�o
2,025,000
gallons,
per 1, 000
gallons
Qrtiin�nce 6695-01
P 1 u s, 3---F�-4 3. 8 9 4. 16 4. 4 5 4. 7 6 5. 0 9
from
2,025,001
gallons,
per 1., 000
gallons
8-inch:
Minimum ", �'�.-^ 8, 070 .0 8, 640 .0 9, 240 . 0 9, 9000 . 1Q,, 590 .
charge $ 0 0 0 00 00
with
usage up
to
3,000,000
gallons
Plus, 3--9�Fr 3.27 3.50 3.75 4.01 4.29
f rom
3,000,001
to
3,413,000
gallons,
per 1,000 •
gallons
P 1 u s, �-r5-4 3. S 9 4. 16 4. 4 5 4. 7 6 5. 0 9
f ram
3,413,001 �
gal lon.s ,
per �., 000
gallons
2. Lawn water meters. Lawn water rates shall be
as follows :
Lavm me ter si ze .
Under 1- inc?h :
Base charge, with t ��-f� 2.88 3.08 3.30 3.53 3.78
no water
allowanc� ....
Plus, up to 2, 000 3--�-a 3.51 3.76 4. 02 4. 30 4. 60
gallons, per
1,000 gallons
S
Ordinance 6695-01
Plus, f rom 2,a01 �-�-� 4.83 5.17 5.53 5.92 6.33
gallons, per
1,000 gallons.... �
�
1-inch:
Base charge, with $-�-� 8.64 9.24 9.90 10.59 11.34
no water
allowance ....
Plus, up to 7,000 3-�& 3.51 3.76 4.U2 4.30 4.60
gallons, per
1,000 gallons....
Plus, f rom 7,001 �--�� 4.83 5.17 5.53 5.92 6.33
gallons, per
I,000 gallons....
1 1/2-inch
Base charge, witri �9--3-5� 43.20 46.20 49.5� 52..95 56.70
no water
allowance ....
Plus, up to 9, 000 3-:-�& 3.51 3.76 4.02 4.30 4.60
gallons, per
1,000 gallons.... "
Plus, from 9, 001 �4--5-� 4.83 5.17 5.53 5.92 6.33
gallons, per
1,000 gallons....
2-inch:
Base charge, with 31�--�-}� 120.96 129.36 138.50 148.26 158.76
no water
allowance....
P 1 u s, up t o 3--�-5� 3. 51 3. 7 6 4. 0 2 4. 3 0 4. 6 0
40,000 gallons, -
per 1,000
gallons..:.
Plus, f rom 40,001 �� 4.83 5.17 5.53 5.�2 6.33
gallons, per
1.,000 gallons....
Ordinance 6695-01
3-inch or two 2-
inch in manifold:
Base charge, with ����r 239.04 ?.55.64 273.90 7,92.99 3��.7�
no water
allowance....
Plus, up to 3--�� 3.51 3.76 4.02 �0 ~�,�a
100,000 gallons,
per 1, 000
gallons....
P 1 u s, f r o m �4-5-� 4 8 3 5. 17 S. 5 3 5. 9 2. �fi ,�,�„�
100,001 gallons,
per 1,000
gallons....
4-inch: �
Base charge, with �4-��� 460 . 80 492 . 8U 528 . 00 5&� ,( (�1 ,$t)
no water
allowance.... .
� 1 u s, up t o 3--�-8� 3. 51 3. 7 6 4. 0 2 �. 3 Q �, 6 0
233,000 gallons,
per 1, 000
gallons....
Plus, from �-5-� 4. 83 5. 17 S.__5_3_ 5. 2 6. 33
233,001 gallons,
per 1, 000
gallons....
6-inch: �
B a s e c ha rge , w i t h 3;�-� :� 1 L 3 91 0 1,� 8 7 6 �'��„�, ] 7 4 2 1, �3 ?. 5 7
no water �} 4 4 Q ,� 4
allowance....
P 1 u s, up t o �3--�� 3�5 � ,� . 7� �� �,.,,Q,�, ���„3 G �. 6 0
359,G00 gallons, -
per 1,0�0
gallons....
Plus, from �4-:-�-� w4 8� 5, 7.7 ,�,.,�, � 92 E. 33
359,001 gallons,
per l,, 000
gallons....
Ordinnnce 6695-01
3. Standby and other charges for fire pro�ectzan
systems. For fire hydr�nts and �ire
protection systems on private property
connected to the city water system, the
customer shall pay a monthly standby charge
as set forth in the following table:
Facility Monthly
Charge
Fire hydrants, per hydrant.... $ 5.00
Fire protection systems, based on fir.e �
line size, per building:
6 inches or 5.00
less....
8 inches.... 9.00
10 inches.... 14.00 '
12 inches or 2a.00
larger....
,
Water drawn from a fire line and used for
purposes other than f irefighting will be
charged at the lawn meter rate if �he water
does not enter the sewer system, or th�
domestic rate if the water �nters the sewer
system. Such charges shall be in addition to
the monthly standby charges.
4. Service ou� of municipal limits. Accounts
outside of the co.rporate limits af the city
shall be subject to a surcharge equaZ to 25
p�rcent of the monthly charges.
- 5. A charge of the rnanthly minimum f�r a 1 1/2-
inch water meter is required for a deduct
meter_ for air condit;ioning cooling water ai:d
similar purpases, but not ��r lawn irrigation
purposes. This charge shall be required only
where a separate irrigation meter cannot be
set in the right-of-way or easement and the
meter reader must physically read and deduct
consumption �or bill.ing purposes.
8 Ordinance 6b95-01
. . . _- , . . . . . . . ; , . . . . . . . , � . . , .,. . � , . � . � ..
6. The water ra��s shall be
adjusted periodically to r�c�vez any
increased cost to supply watzr due Co clianges
in the wholesal� rate the city pays for
water. Any such adjustment shall be a
proportionate incr�a�e bas�d upon th� ratio
of water the city buy� whol�sale �o total
system water. Such rate adjustment sh�ll be
recommended by the publi.c works administrat�or
and approved by the city manager, anr� a copy
shall be filed wi�h the city clerk �01.1.�wing
approval.
7. Annual indexing of w�ter rates and l�wn water
rates. Water and lawn war:�r raLes may be
adjusted annually on October 1 based on the
Price Index fo� WaLeY and Wastewater
Utilities established �acki year by the
Florida Publs.c 5ervice C�mmission (FPSC). The
rnaximum rate adjus�.met7C based on the Price
Index for Water and WasC�water Utilities is
3.5 percent. Such rate adjust:ment shall be
. recornmended by the city manager for approval
by the city commission by ordinance.
8. Dormant accounts, The month.ly ciZarge for a
dormdnt lawn water. account shall be at the
applicable water lawn base charge for the
size of ineter at the pr�rnises.
Section 2. Appendix A, Articl.e XXV, PUBLIC WORKS--FEES,
R.ATES AND CHARGES, Section (3)(b) Wastewater Collection Utility
Rates, Clearwater Code ot Ordinances, as amended by City of
Clearwater, Florida Ordinance No. E598, �.s amended as .follows:
(b) %]astewater collectien utility rates.
].. There ia hereby es�ablished a unif.orm
schedul.e of rates �nd ch�rges for the use or
availability of us� af the wastewater
collection system. The wastew�ter collect�on
uta.lity r��� shall be a monthly fee
consisting of a minimum charge for an
assi�ned volume of domestic water asscciated
�vith each wa�er meter size, shown as the
basii allowance in the following table, p�us
a charge per 1�000 gallox�s for water consum�d
above the assi�nea volume. Such rates sha11
take ef f ect on �"�e��-� �, '' ^�- as shown in
the follow�.ng table, a.r�d sha11 rernain in
ef��rt �her�after unless amended:
B�se Mon t�hly C'harge Wi Lh or Wi thou t Consump tion
9
Ordinance 6695-01
si.e ot MeCer
Under 1•inch
1-inch
1 K-inch
2-inch
3-inch or 2 2-xnch
manitold
4-inch
6-inch
8-inch
Charge per 1,000 �
gallons of wa[er used
over che basic
allowahce
2� 556 , 70
iz.�z
997.92
7
]1.7H
1,132.38
Baeic Allowence
(gallone)
3,000 or leas
7,000 cr less
100,000 or lesa
23J,000 or leas
J59,000 or lese
691.000 or less
1,775,000 or le3s
�000�000 OY 1258
2. Service outside of the municipal limits.
Accounts outside the corpora�e limits of the
city shall be subject to a surcharge equal to
25 percent of the monthly wastewater
collectian utility charges.
3. The was�ewater collectian utility rate
schedule shall be reviewed by the city
commission as a part of the annual fiscal
budget pre��ration to ensure that adequate
revenues are generated to pay the costs of
operation, maintenance and outstanding bond
service requirements.
_ 4. The wastewater callection charges grovided in
this section shall not apply to sprinkler
irrigation systems separately metered or
� deduct rneters.
5. Basis where water is unmetered. For accounts
existing as of the effective date of this
article, at premises which have a source of
water other than city water system, where the
spent or used water from which goes into the
wastewater collection system, the customer
sha11 pay a charge according t;o the schedule
provided in this section, based upon an
estimate of the amount of water going into
the wastewater collection system. In the
event of a disagreement as to the amount of
such water reaching the wa�tewater collection
system, �hen a metering device or devices
shall bE installed at the customer's expense
to determine that amount. For accounts
established after the effective date of this
article, the customer shall install at the
customer's expense a water meter on the water
10 Ordinance 6635-a1
C:�
7.
service line, which meter shall be accessible
to city employzes for the purpose of reading
the meter. Water consumption measured by such
meter shall be the basis for the wastewater
collection charges for the premises.
Annual indexing �f wasteva�ter collection
utility rates. Wast�water collection utility
rates may be adjustec� annually on October 1
based on th� Price Index fo.r Water and
Wastewat�r Utilities established each year by
the Florida Public Service Commission (FPSC).
The maximum rate adjustment based on the
Price Index for Water and Wastewater
Utilities is 3.5 percent. Such rate
adjustment shall be recommended by the city
manager for approval by the city commission
by ordinance.
Dormant accounts. The monthly charge for a
dormant account shall be at the applicable
sanitary sewer base monthly charge for the
size of ineter at that premises.
Section 3. This ordinance shall take effect immediately upon
adoption.
PASSED ON FIRST READING
PASSED UN SECOND AND FTNAL
READING AND ADOPTED
Approved as to form:
�
, --
J ne C. Hayman
;
' ssistant City Attorney
��F�. � .. . ' ' . . � .. � . .
�+' .. . . . .. . � ; ' � � . � . � ' � . , . . . ' .
11
February 15, 2001
Brian J. Aungst.
Mayor-Cammissioner
Attest: �
Cynthia E. Goudeau
City Clerk
Ordinance 6695-01
�
ro
G
rn
c
�i
�
C
O
N
E
E
U
�
V
�
�
�
C
�
O
�
�
�
�
G
.�
(�i
i
V
3
R.
� a � � � "�
� � � ` a �S a a � � � � � C��
� c N c t� c tn c j a�i � c a�
- a, -� � c �i E � � E � � � � $� E a V � � E a � '�
� a°� a� t��Q c7 u. a C� u. c��d a' �� c�`t ciwd
_ � �
o�� �
�'i tS Ti � n � D
c
� rn .� rn a� o�•� c
G C C OO C
$ •(S N � •C� O a C� � O
. C C � � � N C � �
� � � � � � �
� (� .r3 � (7 � N 7 N v (�
' C � O O � �O C y � .��9 C � .
j Q ` GC) � U � •a � _ ;4 >
' .a � x �aE � aaE � �°Q' �o
f � .n a � va�i � � p� va�i � w � c` nrc°i n a
1 OI 3 f0 �- (p Cl � n T�'
a ..b.+ ii 'n. .� � ii a �� i� c a a E � m O
w «. VJ [!1 W
a�
�
0 0 0 0 0 0 °o � o 0 0
O O p O p O O p O.— O O p O
O Q O O p C� O p � y O O p O
N n � � � Oj O � p�p � � N O � � �
tA tn � ll� 11� � � �� e- O U O ��� �
d o d o� � o o� o o d� o
O N � O� p � O M p O Q O � O O p O
Ns� t'7 � ���- � � '�! c+�j O� N O N O c� � N
N N p 1n if�') � O � N^ p �� O N�^ �
tD a7f q f� N� � ►(�� CV � O� � V: g aD Ci � �A
N (D � N �� � N CD N N� � � � O� �A
OMf C'N7 � � Ip �p �f tD �p O�� � tD N r,�j N �
Of O) q O� O p � O �D � ,� .- O� O N 01
.= N N � t0 � N tn tD � O� � N 07 � �
GO �- - CD �(D y � e- lD �p t7 � �- � r
e- �M 0 C7 1!') �p � CO 4'1 �� N j Q (O �f e- (7
,Q ,O �, ,p C �li � .O C ti') y � O ,.. � . .
O �
d tl vwi � 0. c �irQi a` a C C,) � tEa Nv a a � a
(0 f0 f6 C,7 �
C C
T� ;D
.. ° at :: °� ° ° a o ° a? � �, a°, � Q
0 LL� N �N �y co u� N LL m�n m � c Z
►- ' '; C � prn � ' �rn � � �� �U
� .� m � �n o g,n o m o � y o m o �' ao c�
� rn o a�o v,� � o u,m a�q �aa' �o
E vo o Uv Ur- V¢o U � v¢o Uc� .= �o v
� �� N o at o� v E°o a� v'E o °� c`� •p`"� O c�*n °'
c�g N � v � v ��.°n � v � v `u�i s� � v u� pn. '� �
ia fV N h U LO U LO fV V? f� U W N tn C1 U[� fV J fn N tn
L �., N
N
c °� .� `n � `� � N � �
t •— c a a a€ t�
�� a° a c� n°. C� a' � a' cn a'
°o °o o °o o °o °c °o t°�
U O � T Ci •- O �-% t7
O � C Im0 O ONi O M (�D
M N � � N t`p') N M i�
•- r
M fA fA f9 IA fA 19 t9 tA
N O
C
tV -� a � O �
� ° n. ° � N � � 13
01 N Q � C O 3 C
�N � C � C y V O � .
A m N a m
� V" � p � Q � M N , y� .
N7L t°/�j �0 2 'O O N
$ •� !�V d � � �'m �
� w c�
� oo ,� � o 0 0° � ��L y
V N �p ry � E N p N 7L 'O
p� N d N C�` N � r O
IO
Y �' " -G C ro'C �`'1 v � C
. d� � S'.�., CCO D Q � 'E O 0�0 �tq
v�- C v � S- �', U E m � �'
c`o � $ � U � � G� c � m �i
� b c �m (�° ,- 'E g .- c
c � � o n- c o �•� o 'rn
U H uJ +� N ti S N Q G. N W
S3 Z N 'G ^ �C � �L Z �C
VI �
N �
fR p V C
C y
•� •0 a V U
C
> � c� •� Ui
a. a� � o � rn
'� ` C7 u. �
N U� �� 'C
u°'. �.o a m �p �ti �� m � ro
cp a u' a � p o- ti ¢•c c o �- � 'o� �
;� c'n :: ``4- ua. a�,' � o u�. E �` ° axi w i°
a. 'c c � c
� � � E o, 'c � '° a c � v�i i5 � � E
L � ro
� :c �' � o � � rn �c; 'A m � � o co m
� a 2 c) c.� t- c*� :., w Y o .., 1= m� a�--
� � � � � � � � �
,� �� � � � � �� o > > > >
cn c� a a a v� c.� a a a a
� .- N s+) � �n cD I� aD rn
�� �
3-�•QI
�
7
N
N
�
n
�
ro
a.
�
n.
�
f0
N
T
N
�
N
�
�
O
�
n�
m
0
�
a
a
n�
�o
c
n�
E
E
� T
�
n�i a�
o� co
c �
(O
�
�
U
41
�
C
�
�
'v
�
U
C
.�
.tJ
3
O
�
01
�
�
m
O
O
N
�
O
0
0
N �
� O
�
a� =�
� �
c �
� �
� �
� �
C q
'N N
•N �
N �
� C
� ~
n
-v
a�i
.a
d
�
.$
a�i
� -�
�3
c �
v
C
7
LL
�,A Me
� -�'_ l�; Clearwater City � �
�,. �� o Final Agenda ltem #
�'�/�'�IrEA��'�� �,� Commission �
`�' � Meetin Date:
Agenda Cover 9 -�' ' �
l�lemorandurn
SUBJECT/RECOIVIi�VIENDATION:
Approve a 12 month contract from January 1, 2001 to December 31, 2001 for professionai services
with Nationai Develo�pment Council (NDC� in the amount of $40,500.00 for economic developrnent
services,
❑ and that the appropriate officials be outhorized to execute same.
SUMIVIARY:
o The National Development Council (NDC) is a national non-profit organization whose services include but
are not limited to: housing, cornmunity counseling, financial advising, small business advocating, and
economic development project and investment management to rnore than 200 communities across tl�e
United States. Its programs include: HEDC, a non-profit corporation that provides affordable housing,
revitalizes distr�ssed communities and provid�s public facilitie� to serve the public; GAF, an SBA licensed
non-bank lender; GEF, a national equity f�ind actively parti�ipating in tax credits.
d On November 1, 1997 the City of Clearwater enter�d into a contract with IVDC to expand economic and
housing opportunities for residents and businesses. That contract has since expired, and a new contract,
which wiil focus on economic development, is necessary for continuation of the City/N�C relationsh�p.
Ser�,�ir,es provided by NDC may include but are not limited to the following projects: the bEach, downtown,
Greenwoed and the Fiercules Industria! Area.
• Upon the expiration of the previous contract, the City had a total of $35,714.21 remaining in the NDC's
trust account. This amount is being refunded to the City, and will be used to provide the rnajority of the
fees that are called for under the conditions of the current contract. The cambination of the arnount in
NDC's trust account and existing budget payments will fund the $40,500.00 in fees called for in this
contract.
o Fundiny for this contract will be provided by the reimbursernent of $35,714.21 ur�der the closed contract.
These funds wi(I be recogn;zed, when received, as a budget amendment to General Fund revenues
offsetting ti�e n�cessary budget increase in the Ecanomic Davelopment c�perating budge#. The balance of
the cont�act expenditures in the arnount of $4,785.79 is available in tP�e approued Econornic Developrnent
operating budg�t. A P.O. has �ieen establish�d from the Economic Development budget to provide
payment for �IDC's current services until the contract has been fully executed and approved by the
Commission. Funds zxpendsd under this P.O. are part of the ��Or500 being requested.
Reviewed by:
L�gal `��
Budget ,..�
Purchasing NA
Infa 'lech NA
Public V'Jorks NA
DCM/ACM
Risk Mgmf NA Other NA
Submittec! by: �I�""
Clt Mana er
printed on recycled paper
7/98
Originating Dept: �
Economic Dev. (LTreuhaH)
Usor Dept.
Economic Development
Att�chments
x Norae
CosPs
Funding Source:
Coptlal
Improvement _
Opercting
Othor
500.00'"
Total
Sae Rbove' "
C�u�rent Fiscal `�'ear
Apprapriation Code:
Ot 0-09216-5�0100-552-000"
Rev.
t�,
r �
NDC CONTRACT RE: GARAGE PROTECT
1. Game Plan - NDC will take the burden off governrnent as £acilitator of the garage
project. A pro%ssional team partnership will be formed between the Church, PSTA,
the City, and Pinellas Count3�, with NDC taking the lead role as liaison between all
parties.
2. Structure of the Deal - NDC wil� lay out the project plans and formulate the
structure of the deal by working to develop a consensus between all parties. NDC
wi11 functiori as the lynchpin to create an ongoing process towards agreeinent.
3.
4.
Time Frarne - The deadline fo�• corning to a consensus is prior to June, 2001, at
which point the Church will look elsewhere to buil.d its' garage.
Goal - The intent is for ND C to effect the creation of a turnkey operation that meets
alI parties' needs based on the agreed-upon consensus.
�..
. :�� .
i.,
.�, z, � ,
„ _
. , :
� _
r�
.�
EALN•
„ a
,r� �_ 4
9������0� � �
�
Clearwater City
Comrnission
Worksession Item #:
� /
Final Agenda itern #
� Agenda Cover Meeting Date: �����
Mernorandum
SUBJECT/R���IViMEt�nATfON:
Accept $100,000 Pinelias Public Library Coaperative grant to be used for cons�ruction of the
new North Greenwood Branch Library,
Cl and that the approprfate officials be authorized to ex�cute same.
SUMMARY:
The Library applied for and was awarded a$100,000 grant from the Pinellas Public Library Cooperative to be
used toward constru�tion costs for the new f�orth Greenwood Library.
Grant funds will be distributed in four $25,000 insta{Irnents during the projer_t based on progress reports. The
dollar-for-dollar match for both the Cooperative grant and the State Library of Florida grant is contained in the
City's Penny for Pinellas aliocation to this project.
The following is a surnrnary of the project's funding:
Penny for Pinellas $ 800,000
�tate Library of Florida $ 300,000
P'inellas Public Library Cooperative $ 100,000
Tataf project funding $1,200,U00
The planned facility wil I be approximately 8000 sq ft and will include a meeting roorn accommodating groups
of up to 100 and expandPd space far the African-•American Collection and the Children's Area. Construction is
�xpected to begin in the sumrner of 2001 at the �outheast corner of Palmetfio and North Greenwoad.
Reviewed by:
Legal X
6 udget �,�
Pur�.hasing X
Info Srvc
Public Works
DCMJRCM
Risk Mgmt X Oiher
Submitted by: .
�City Mlanogsr � �
Printed �n recycl�d paper
2/98
Originating Dept:
x libraryljohn Szabo�j
User Dept.
�ibrary
x ! Attachm�enis
D None
Costs
Tatal -0-
Current FY
Fur�di�g Source:
CI _
OP _
Other
riation Code: 315-93525
Rev. 2/48
i
� � ' , -
�
_.�
.: � _
r ..
: . ; , _ �' . .. , . _
� _
�:; .
f
Q
,; ; . , : �;
- �
:r, : ,. _.,. . , . .
:.: ,
, - -, . . : : -
.,
, . .
� � 3�
:
:.
r., ;.,
_ : ,. <..; :
.
� .. ...,, ` :
�' ..
�,..
.. :. ,
_
_.. _
� � �� � ��� •, � _
t ,
: � ,
`t a
.. , _
... , . ; .`.
, � ,
. ,
. , . . , t . _ . .
.' , - . ,} . . - ..
z, ..
. , F. ..f .:�. y i �.' s :
. � .. �{ _� " . .
. , . , , . ... .:. ., , - _ .
.
�, �. . . . :�: t�� . , .
.. . - - - .}, - . , .. ,
� ,
. , . : .. . .. _ , . . .
,, ,"...: ..; �� f � . �:: _
: �;
, ,
. _ ... ,
;
_ .. .,. , .
�.
, ,.
,; -- .: _
, , � . .:
; ,
. ." ' . ' '..: ' .. � ..�_ k:';. � ' '
. ... � : . > .,; �, � F :':
. . .. . ,., ... . . . � . . ,,..
, . . .: '
.. .
.. � .. .:.. :.�.:.:' ,.. - .� :.. . .:_ . . .
. � ' ..:... . '.,
.. .: ..'.a:: _ �.. . � . .,
. _ +..Y ,. . . .. . ; ,, � . : _� . '.': . _
. ',. . . �" ' : .". ...� � . . , .
. . ._ ... .. �, ..,: � ����.
� .' . . . : . �...
i . . . ... ... ... . . . . .
....,.�.: .. � :' :. ,.. _, .... :.. .. '.� ��
-{
'. .
. : . .: .� ..._.. .. _ ..
. ':. �:. _. . , .
..:�..�. � , .. . . ,,.
. . : . . : �. � ' . .; '
� . ... . � �. ��� . '.::
' i . _. �. .:.. . . i , : _ '_ �. .... _ _
. . �. _ , .... Y .�� . _ _
. . ..,.. .: � : ... . � �:�. .
�
, . ��. -'�. .�. . � � . ..
. � "� �. . .� :; � .. :. _� .
t
. . . ' .�, . . . :..: �
E: � .
.. . . .. . . .� .
..
. . � ..: '. �' ..; � , .
4 i' r 1.
. 5 .
. . .. .. ..$ . . , . . � ..
� � .. '.� "il .,; ... .: . .� .
,- . '. . _._.'� _� .. _:
.. : .. . , w,. �.
. . . . . - :�. ..' . . - .. - - .
. �,� �: : ;; �.. :,� .,.,.^ �. �..: _ .:. . . .. � -
'':,,, .. .;�, .;.:. .
i: t
�'.:' .x. . ..,. . , - .
.. . . .. '. � r �. . .. � t "
. .'. .:.� �;: ' ��r�� ' �;��: ��� t . '
. . . � � . .. . _ .. _ ..
. �
..
;
�. . . 4']. . �.. _ x .: .
, . ,
. . . :. �.�.. �:� , . - . .
. - '.� ��. ... �.�. . . .
�� . �,� �. �,_. ;.
�
,.,
..., , ',,.. �:_ . .� ... . , .
. . . .. ,. . ..�.. ,.. �. ..: ... . .. � . .:: . . .. .. .: :
`N
�
' � : '.. .'n:. :a :. . .� .: ,. ' . .
'_ . , . ..r . .. . . .:� �'.'
, �����
�1
i
i
i
i
�
?
�
yti,Al""
,�I, �
0
� �� �
���r� ��
M � �--
SlJ BJ ECT/RECOMMENDATION:
Clearwater City Commission
Agenda Cover Memorandum
Worksession Ilem tl:
final Agenda Item #
Mcet i ng D,�le
�
3�1�d
Approve a three year lease agreement between the City of �learwatcr and the Civil Air Patrol SE�
FL�43, an auxiliary of the United StateS Air �orce, for use of city prop�rty at the Clearwater Airpark, 1000
N. Hercules Avenue, Clearwater in cor�sideration of one dol lar ($1.00).
x and that the appropriate officials be authorized to execute same.
SUMMARY:
The Civil Air Patrol (CAP) is a volunteer organization and the official auxiliary to the US Air Force. The CAP
has a membership of 45 senior mernbers and 14 cadets. The existing airpark office/support building is too
srnall to accommodate them and tl�e existing businesses that operate there. Since 1984 the CAP has attempted
to e5tablish office, training and communications space at th� airpark. The future plans for the airpark call for a
new airpark office/support building to be built in t�vo to three years. Th� new structure (approximately 6,000
sq. feet) wauld be about 3 times the size of the existing building (approxirnately 2,000 sq. feet) and have
enough joint use meeting and training space to accommodate the Civil Air Patrol. The Civil Air Patrol has
brought in the mobile home at no cost to the city, and placed it on an ex�sting slab on the airpark property
adjacent to the existing parking area. The CAP would remove the mobile horne upon completion of the new
airpark office/sup�ort builu'ing at no cost to the city. The CAP pays its own utilities to the city and provides
v�lunteer labor and supervision for airpark open houses an�+ airpark beautification projects.
Rpviewed {�y:
Legal ,J . Info Srvc N/A
z
BurJdet N/A Public Works _ N/A
Purchasing N/A DCM/ACM �
Risk Mgmt L.S� Uth�r
r ``�ti
Submi+tted by: � ., � �
City f�Sanager �
Printed on rccycled paper
Originating nept.:
Marine (Bil1 tilorr'
Costs
Total N/A
User Dept.: , �� , (
' � `
Marine � L`'; � L��""'��� Current FY
Attachments
CI IWone
riation Code:
Funding Source:
CI
OP
Other
„ ,
� o
9 = �
��'�TEA ��'
�� �
Clearwater City Commission
Agenda Co��r Memarandurn
Worksession Item #:
Final Agenda Item #
Meeting Date:
��. 5
�. I - d
SUBJE�T/RECOMMENDATiON:
Confirm th� appointment of james M. Quinlan to the Soard of Trustees, Clearwater Police
Supplementary Pension Plan
O and that the appropriate officials be authorized to execute sarne.
SUMIIAAR�:
• In keeping with the provision of Florida Statute 185.05, which states in part... "The fifth member shall be
chosen by a majority of the previous four mernbers, and such person's name shall be subrnitted to the.
legislative body of the municipality. Upon receipt of the fifth person's name, the iegislative body shall, ,as a
ministerial duty, appoint such person to the board of trustees as its fifth member:..”
• At the quarterly Supplementary Pension Meefing held December 15, 2000, )ames Moore advised that due
to his retirement, he was resigning his position as Trustee (the fifth mernber of the board) immediately,
creating a vacancy on the I�oard.
a At a rneeting of the Board of Trustees held on January 12, 2001, )am�es M. Quinlan was unanimously
appointed to serve a full t�,vo-year term as Trustee. Mr. Quinlan is a Clearwater police sergeant with over
13 years experience and has agreed to serve the term 01 /01 /2001 — 01 /01 /2003.
Reviewed by:
Legal N/A
N/A
N/A
N/A
B udget
Purchasing
Risk Mgmt
Submitted by: ��
City M9anager
Info Srvc N!A
Public Works . N/A
DCNUACM
Oth�er N/A
�
�
Originating De t:
Police �� �(,,t,�,�,,,�
Prep�red by: Caro) Marshall
User Dept.
Police���! �'�''�-'�
Attachments
X None
Costs
Total
Current FY
Aanronriation Code:
�unding Source:
CI _
OP �
Other
P�inted ott recycled paRer Rev. 2/98
S�N� �
,\I� R
a
�� �
9,�h'�ITf ��'�
� �
SUBJECT/RECOMAiIERIDATI ON:
Clearwater City Commission
Agenda Cover l�emorandum
W�rk Session Item #:
Fin�l Agenda Item #
Meeting Date:
�
� ����
Approve an agreement between DISTRICT BOARD OF TRUSTEE OF ST. PETERSBURG ) U N IUR
COLLEGE, FLORIDA and the CITY OF CLEARWATER P�LICE DEPARTMENT, FLOR! DA for cash rnatch
funding of $39,000 for January 1, 2001 — Decernber 31, 2001 for the AmeriCorps -- Pinel las Project for
support of rnembership
0 and that the appropriate officials be authorized to execute same.
SUI�tiVIARY:
• Ameri�orps — Pinellas is designed to foster citizen responsibi iity, bui Id neighborhood unity and
provide educational op�portunities.
o AmeriCorps rnembers are assigned to one of the Corp's partnering lav� enforcement agencies and
each mernber provides 1,700 hours, annually, working hand-in-hand with community police officers.
In return, the mernber receives such benefits as an annual living allowancE of $9,OQ0, health
insurance, child care and a$4,725 educational award.
s The participating law enforcement agencies benefit from the rnember's assistance with community
policing efforts, and the opportunity to rnentor and mold the police officers of the future.
• Targeted neighborhoods benefit from receiving 20,000 hours annually of direct public-safety related
services.
o The AmeriCorps — Pinellas project begun in 1994 and the Police Department is looking fonnrard to a
seventh revvarding year in this program.
• Funding for the AmeriCorps Grant is provided by the Corp�ration for National Service through the
Florida Cornrnission on Community Service. ArneriCorps — Pinellas is administer�d by St. Petersburg
Junior College's Southeastern Public Safety Institute, and works in conjunction with the Clearwater
Police Department, the St. Petersburg Police Department and the Pinellas County Sheriff's Office.
0
.
Funding for the cash match is avai lable in Special project 181-99489, ArneriCorps Pr�ject N UCOPS.
A copy of the Agreemen# is available for review in the City Clerk's Departrnent.
Reviewed by:
Legal
Budget
�'urchasing �q�
Risk Mgmt N/A
Submitted by: �
City Manaeer r��
Info Srvc NA
Public Works NA
DCNVACM
Other NA
Originatin De t:
Police
Prepared b. I? Sue O'Brien
User Dept.
Police c
Attachments
� None
Costs
TotaC $39,000
Current FY �39,000
Appropriation Cadc:
187-99489-5 30300-52 7-OOU
Funding Source:
Cl _
OP _
Other Si
Printed on recycied paper Rev. 2/98
�
�I, s
. Q
,�, _.� o
9��'�ITE ��'o�
�' � �.-
�)
Clearwater City Cornmission
Agenda Cover Memorandum
Worksession Item #:
Final Agenda Item #
Meeting Date:
a
�- � � v
�UBJECTI�ECOMMENDATIOiV: Authorize the Parks and Recreation Board to solicit public input
for the nami�g of the new recreation and aquaiics center to be constructed on North Greenwood
Avenue (Ray Green Fi�eld site) and to have the board formulate a recommendation on the proposed
name and to provide it tA the City Commission for a final decision,
� and that the appropriate officials be authorized to execute same.
SlJMMARY:
• Included in the 2000/01 City of Clearwa�er capital �udget is $4 million for the design and
construction of a new recreation and aquatics center located on North Greenwood Avenue just
west of th� Jack Russell Stadium sit�e.
M Construction of the new facility is scheduled tc� cornmence late surnmer 1001 with a tentative
opening date of October 1, 2001.
• Currently, the site for the new center is a softball field known as Ray Green Field. Mr. Green
was a former Mayor of the City of Clearwater from 1935 --1938 and State Comptroller from
1956 — 1965.
+ R�solution #97-43 Section 1(b} states that "the Parks and Recreafion Board will not consider
any requests to renam� Pxisting parks uniess so requested by m�tior� of �he City
Commission." �taff is requesfiing this approval since #he narne of the facility is "Ray Green
Field".
• Further, there are no procedure5 in place for fihe naming of recreation and aquatic csnte�s,
therefore it is recommended that the Boa uses,�esolution 97-�43 poiicy and procedures for
naming new City parks and the renaming af existing parks as a guideline to name this facility.
Reviewed by:
legal ��
N/A
�1/A
N/A
B udget
Purchasing
Risk M�mt
Submitted by: a.,,
City Manager ♦��4s�i
Printed on recycted papec
Info Srvc N/A
Public Works N/A
DCM/ACM �
Other
Originating Dept:
Parks & R�ecreation Department
Kevin Dunbar, Director ��
User D�pt.
Parks & Itecreation
Attachments:
❑ Non�r
Ca�ts
Tc�tal N/A
Funding Source:
� Current FY N/A CI
rtmen4 OP
Other
Ap�rouri�ation C;ode: None
itev, 2198
�
..
1 SEAi��.�1
��I, i
�� o
99�'AtE���� � t � 1 �
`� V
Cleal•watei' Cl�y COl]1I111SS101�
A�e11C�a COVeI' Me1110t'alldlllll
Work session Item #;
Final Apenda Item #
Meetinq Date:
�
�� � '0�
SUBJEC�'/R�COMMEND�4TION: Approve a Work Order to Tampa Qav Enqineerinq. Inc. for
$98,300 to provide enqineerinq and architectural desiqn services for the new Sand Kev Fire
Station.
� and that the appropriate officials be authorized to execute same.
SUM MARY:
� The location for the new Sand Key Fire Station has been confirmed as the old Sand Key Bridge
tollbooth site on Gulf Boulevard.
• This Work flrder provid�s for survey, geotechnical, architectural, engineering and permitting services
to complete the design and bid phases of the project.
• The Q'ante Group, Inc., an architectural firm with extensive fire station experience, is the sub-
consultant praviding the architectural services. �
e
All work will be completed within four months of Work Order approval.
These design fees were included in the budget for the Sand Key Station C.I.P. Project (91238).
Reviewed by:
Legal , � Info Srvc
Budget Public Works
Purchasi �� � DCM/ACM_
Risk Mgmt N/,a Other
Submitted by:
City Manage�
1.�
Printed on rFCycled paper
� • �
�'
Originating Dept: ,
Publsc Works (M. Q
User Dept.
Fire � ,(/`�
, Attachments
t: ,�5
0 None
Costs
Tot'al
Current FY
$98,300
Funding Source:
$98,300 CI
OP
Other
Appropriation Code:
:115-91238-561'I 00-522-000
Rev. 2 /9 8
S��"` �,
�,� , � Worksession Itern #: _
w Clearwater City �
�. �. ° �
�q�.�����°� Commission Final Agenda Itern #
Ag�nda Cover Meeting Dote; ��01/01
Mernorandum
SU�J ECT/RECOM M ENI�ATI ON:
Ratify c,nd Confirm the City Manager's approval of an increase of a purchase order to purchase
chemlcals used for Water Pollution Control, for Leachem Industries, Inc, of Titusville, FL, frorn the
previ�usly approved amount of $72,000 tc� the requested amount of $118,000,
� and that the appropriate officials be authorized to execute same.
SUMMARY:
This is an ernergency request to increase the total amount of BPO 25300 frorn 572,000 to Sl 18,000,
The Marshall Si�reet Wastewater Treatment Plant is required by DEP to.remove phosphorus from the
effiuent prior to surface water discharge. Aluminum Chlarhydrate is a precipitant that removes
phosphorus from the effiuent. This is a confiinuous 24 hour, 365 day operation,
in addition to the above, the three wastewafer plants are required by DEP to have a Reclaimed
WatEr Op�rating Protocol, which includes turbidity control using the same chemical,
During the pa�t 4 rnQnths, the piants have experienced problerns complying vvith the protocol
requirements for reclaimed water. At each plant, Aluminum Chiorhydrate was turned on to mitigate
the situatio�. In an effort fo resolve the operational problerns in an expedient manner, a significant
quantity of product was usec�, This extra usage of $46,000 was above the originai PO authorization of
$72,000,
1NPC will track consumption and dollar balances for ail major purchase orders and blanket purchase
orders to forewarn staff of over spending.
Suffi�ient funding is c�vailable in the WPC operGting budget for FY00/Ol .
R�vlswed by:
Legal
N� Info Srvc
Originating Dept: Costs
A PuGiic Works Administra}ion T t I D
N _ __ o a $46,0 0
Budget Public Works �' }y�
/
Purchasin � ,.� � DCM/ACM __
Risk Mgmt IdA Other
Submifited by: ,
City (�ian�ager �
Printed on r�aycled paper
User Dept.
�
Pubilc Utilities
Attachments
❑ None
Current FY $46,A00
�ppropriation Codes:
421-01 �51-550400-535-000
Funding
Source:
CI
OP X
Other
Rav. 2/98
P w �%
�
�
��
1�.,�. ��
�
,.� �
. �,, �
M� �� �
��-.
4: � �
� � �
.� �
� \ � <
�
,� N �� �i � �
. , J o ,
g 0��. � .
io ~ ,
� x ;
o �
� � � '�. (� � X ,
� r .. .. .. .. '
� p
O � •
C V y �
� � � �i � L �
L � u � ;
b
ci x x x �
� � � L sl�f Ep J�'i ;
a v o ;
a � �. `
� � '
a .e� �
� a '
s. er �e . �
C�i a � c ;
I` '%� a ... ; .
`� � ~ � '
� �° u
� Q Q 4 W 2 • ;.
.�i CJ ti ►. 1, M � i
� ° �� a � �' � �8 ;
.n r+ r. u c y. iti u �
L� � u� d h u r a u '
� �j n �p .+ L f x X �
w U (� �� .. .. .. G A pn 4 A �
Q � > r� �i � K � ti C � F � � � 4 .� +A � '
� � �ppprrr������ G � n tu.' b~ v .y-� n � .. � ,;i �V _ � � � ;
�, n a v � ,� � .ra`� �°n. °a�° o °•ou �
- . ' Oy Q � � K W ... (y " " <i E N 7 � V � u � �
tJ � i.. 1 !� t+ O q� � 0. � i! r rt Y rt1 i
O. • � F V) � W w� ►r s.t O (!1 N.ti O�-� ir U m t
� nf O�. � v �n u. ri O p1 � U uO,� � �
\ .i (✓. Y c � � vi N a�� ?� L �� -f O O �6
\ ? y t� y J
•.. �� '\ C r� �� W 7e � t�+ E E N 00 A 4� n?'d � BN 0v� F� Y. �
. . � �p �..��, .� s tl .. •.. ol il � ,c: O Fi U .ii 11 � O ••• M u
� , , a7 OI � N � .J �J V+ O� .� N 1� L� f1 N A U O y �
�1 0' �� .. .. y� � .. ... �a O vl �': •� •ti J :3 O O m ►� m �
' H V Cj 0 /V �"f � �• � L� �7 1J V L1 4 41 •^ �
... . . �.. �. " (] d V V V � OI � y L � (T ..r a cL 1. ►, r, � �
. � � f,: '�• � U 7 r. /+ L !4 G. �7 1 T 4 4 u �
0 0. A � � � u�+ m• r a � v �
-+ � a a p� o .] � a • o � ro 4� � � ~ 3 > �
� ' L� � U.�: 4 U O n. J��+ � l� v b N
.,, o a a� �n r• b ... . a ��t G ►• ►� a u u �
a � -. x d � x " � �� d �o � d u:. v Hc+.� �
. �» r ., :.� 0. u ar i7 � • d a, . � �
' .. . . t� � � �s f. i� .-� �e x t1 �. sr a W E u • �
� � � � � a .b :i � � o :: � '' �' c � a� °' � • ; � �,� �
rv n p. �,> �
ai o �� 'p �i �� u L • � 41 �,� .i O K� -, -� c. ,
� ' v �7 . � � > � A � n R' � tna1� � .�C � � 7 W � V A A ii h �
� �� 0. � 0 O O 'D n 41 •� r1 p Rf u 1. •.r Y*� G '11 N�
-_ u u �. H o a s d .. � fi �y .+ a v �
O D LL GL A O' •• tl O 4 C! Y. U �� UO w n1 � C � �>0 m 1. �
A O. G. Y i! w D:0 � � O a� � .� C�� �
" . � . . `i.� i � � �t .0 �C 0�: U � V 'l7 'O �•Ni u 4 � C t� O tl A (� �
� � � 0� N W 'F, 1/ O 1+ V � O f:
. , . � � � fl 0. i O tl M H �p Q ib v ^f i0 9 C 3 : S �
' , , '. �� a o � G� C .� y l+ }� p. N K P. �U 9� v �
a �~ 4+ o e��w o ��s� .�+ �' " m � � � v �
. . , � .. , L 4 -.� •.� �'1 4 � i
. . � . � Q m M � 7 � � � � �J � � ... �.1 J a l: M J Cu G d! �
- � a. V v v a u 0 +'0 U O -+ � [� L•• �
G r1 � S �4 �a+ � V o � �n � - .� � � � v u Q m � � � a �.. � �
n O.
c• c. 'a ~ r r � � � � a�� � o G� m ¢+ O� � e� G 0 u O u�
o a. a a ei :., �. a �° a i �►� «� � � r°. '� o`, >. � �
��� �: n � � uo�o�n , a o�i � a m n r.... a...., �
� A' ., �n on . V� v� r� �. �� J a+ u� v 4 �. .) �p •.. C �
". . .. � 03 ii � �{,+ M� � � VJ v! O Y N i7 1+ W Ii � Y ny�i � V q v�,��r ;
L V r1 Q1 ►� �.� • �'O t7f b' � v.� 0x1 "� p �
� ti .» ., �n � ? ci cv .. Cf u►. r� a u C d � i :o � f j w.
� �/1 � u � w O v � �• v> 0. L 0 v 6•� f� � �g U u c; �
QY� ? 0. a �. .. » .. V t, ., .+ i A ,.,, ��y, .:; P.} "� p � �
. . . . �l' O �` �� C 7 U J � � � M 1� Ej O n G L 10 C �� � J f. �'C a1 �
u p o C a � a � ar ° a � � .G ?+ v ..• � � �
u1 >. � F .�i � r m ... .� a '� 1.c • ., �• ., u co �.. o ,
- . ' O r C n P a! .d fl f� M w. � p � .-r A�+ •.� � F•� U � �
N G U 4 .� � Q � .• � U CY ��` v ••• y et u Rt $ O O►+ 0. t�� 't7 U b C��
. . , 41 � O 'E L M /� 1� .j3� .i �./ +y r-r rfl
� p� 4 C� �+ Q '�C}� b p�j (� lJ .il N �+ u t) ..� ,p F 1! •�+
.. : 0� F . w� S. 4 •• �•• V V �p�1 N� M+�i �, IJ Y , F C M V C 10 O.0 N ,3 �� 4� O �
a i Cid Q QQ >.O n a at�4> �w � u an �� U�� 0. L1 L� p.m R�
�( �
C N i+ C� M�� (J ^ V � i
w u �..��Z. m a�. � �
- � � N !�' � '� �D q :1 O �' N �
�i,+ �fJ' sa�m'1c�' �ac"o & �
'[ O ` c�
Q
�
�
N .
te
8�
u
ow
u
Q ,
�
w
E3u�.sQy�..�nd .���.srrn..«z��,� t�0-0t tCS-9i--q��
:'
;e
!s
i
�
F
*
(
. .. � :�. .�:':{ . . .. �� . . _ .. ' . ,.�.:�..""..'
���
�.u. � a .
T0'd "k1101 . .
Q �G
�
r-� � -
� �V Q �
� �
.. �
: � 8� � ,
., �� ......� .
�
h .
: O , � � � : . . . � . , � .. � . , � � �
•� .� u
d .�i � � � � . � � . . . . . . . . . .
. � ' . � fl . � b 71 Y 7f - • . .. � . .. ; .. . . .
3 �y Sr�ctiic�r , ,
s � �
Y� .
� �
� � . 1 � " r . . . . , � . . . .
� i d C "
. . . . . . . � �1 .�. . .. .. , . . .
. . � J . . . � � ' . . . � . .
' ' � . � � , • ' . _ � . . . .
y � y
• .r.
_ g _ ^� " z
. . _ . r . . Y , . . . .
' � .. ' � 7 � ,� y� r � ` * . . . . . . .
� . ' � � � r � y M y r �► . . � .. . .
� y '" � � X � � "" '
.. � � '
Ha�� � . � � � :
, � i. a �
�
� � �F �
. x �3.�.t, ��a G u � � :�.. .� � �� a :
.. ai � « q�: �! � � i� � w �y p .� � .r r j� �
�� M !� A �+ P • 4 M� 4 d� v� Y
S � � � -
� . �r � � � ~ 0 ° .�'n � � �l A � y a i ` � � ,
•�: s a� 7r �_t �+ a�i .� w I. J. �} � �
. .� . . Y N N C y V � � r �I Y � .
� - �n 4 r }� ,/� � g � Q 1 � C � R � �j'i . .
.� • a M i}+�rr� ! ♦ }� pw f y} 0 ti'0 E Y
� � .�i � 4 � � !� k � i� i � � .!� O � �r ~{� .LQ� .� p� � � � �
- , w :. ��, .• A � .s�. � w �' �r � t1 A S O D � � l• � .
`� ' w ".°� ��v t ir .. a .. ",:�� �.."" �1���.s .
v; � c � � i� c w • o• � a �.� •
3, ..� y.? �•' u i n � ` V�� $ j g� 3. ,
�
a � � � � z' Y w � ,� � � : �� 3 : � �q � .
� A� a a a M' �j � �� " �a�'. ►.:dE� .
M p r py Yyi r
. . � � .. � • . d '+ M U ♦ � � r d y Y 7 �e • r � • . . . .
� ♦ Y � • � a � C ' � r .�'i 4 � fr . . . .
�ii �r a g o �� ..� �i� w•�+i� i: � ��o.'�w �
o� � � � ��$O [� a.�i� �°�e, h �y ����� :
,. +• +� v • .v • u C w
w � . p i r . p ♦ v •� � N r I� � � � t; �+ !� � . �
� . ' � • . � il �► �+ V y ► w ryi w 1 c A � f� j � • . . ' . . .
. .. � � � �� �' � � r� n w i. ., � N �•�i � � � � a �Ll 4 < � � � t J .. -
' . , ' ' ' � (! � 'p'1 O � � J � ~ O � � � .'1 � y � ' M � � L 7 � _ . .
q O � Y v � R ` �
� � � O M � P � p Y + v d .� / � ..�. ; w � p� �. : � . ' . .
�/ � c
. M . . A y M 1 �1 [' A • j'. � � M fL l� .. . . . .
►� �� Ci r �r O O O V�3 g�r N ✓ A� y'
q � D a� r �e r � �: . X u :
� � Y.. / Z �O }. � ; �j 'r' d L � Li � � � O w . .
r � �► n �+ J i1 ` � �� t � .� r. �
`� N .a � � O � •� v O .r y �. � .! r � ?� d
. . . �, � n e♦ v� a O i� v M w r r. •
. . . . . . . . .� � � � • • O d A %► � M fl � � f/ v !1 • F • ' .
r� �Y J � � H� � d r i• w ar � 4� a� �� �
.t r. � r. .� ry n �.
Z .1 'r � If
� J e �. Y$ � � . ►�
� � Y .. .+ � d , r • I� r . � Y � �
� h .n N I� � i n N M O S � O e� �.. � A � �� �� . �7
�1 �a � 6 A •r �/ � �• .
�p, $ ,. !� .. 4Z� ., �Y o S.��B . s
� .°'. � � O > ! $ �' i: .. .. y Y • r R .i i ic .r n �. �. � i �:
. o i a w � R � J/1 i� x u �..+ = M 0 �J 4 �: y _ b {/ �; n
y1 1� ! Y �• it ,+ O r .S i �( t
g w A w 1 Y 4 �/ M M Q
. . . � 1 � ic � fi M � � � ?. �p � � • w. `j �, •w � ti , � � O �.r � .�. �{ w l. : f�
.. . � � � G t� .1 � �► r . � � y fi O / � � •� M .. w +� A b r u V � i �, v � .
� � ���+ � i s r n v F�1 R •:. �. �i�,
� � „ a A • u r. , .
A ` P �• fi ,� nI Y C '� 0 ��} � � V h� �'r �. qO,
� ..� i� \ :• � � �d , ,.�% "' .ri � '� : � � r► � i� � � p w r R tAi u � � � � 4 • � � •
� . . � iR � ' �� v ( � fR !. O w �. � .
1 o M n1 Y r .
. ' � � � y Y Y � �Y � � � � d �. . .
� .. � � Z X X � .O . .
ga �» �;���� �t: 1'' . �
0
T0'd
zo•�d
YI� .r• •rrs-a rn w.� .
�u.�.s�ya..�n� ..t�a.zzM.aza�a�� �O-AT ZO-9L-qaal
:�
i O
��
LL
�
;. �
�a �
�
�a
� �
ONE CITY. ONE Fl1TURIE.
City Attorney's Office
ii�emorandum
TO: Honorable Mayo nd City Commissior�ers
�
FROM: Pamela K. Akin, ity Attorney
RE: Authorization for Settlement — Short v. Cifiy of Clearwater
�A,TE : February 2.6, 20Q1
Pursuant to discussions at th� attorney-client session on February 26, 2_001, authorization
is hereby requested to accept the settlement offer of $40,000.00 in the pending iitigation
case of SHORT v. CITY OF CLEARWATER, Circuit Civil No. 96-9705-C(-15.
As discussed this case involves a student struck by a car in a school crosswalk on Sunset
Point Road. The City is required by Florida Statutes to maintain the crosswalk. The
piaintiff coniends the school cro�sing warni�gs were deficient. The student suffered a
fractur�d pelvis, fractured jaw, fractured wrist, and momentary loss of con5ciousness.
While she has had a generally gocd recovery with regard to the fractures, her treating
psychologist has concluded tha� she �uffQred brain damage and as a result has and will
continue to have functional memory impairment and decreased level of int�liectual
functioning. She has incurred approximately $38-40,00� in medical expenses.
PKA:jmp
Copy to:
William B. Horne II, interirn City Manager
�
SQ,ALM�
� �.I, R
� �
� L:. , 4
99�'�TEa��oQ-
-� N �
Clearwater City Commiss�on
A�enda Cover Memorandum
Works�ssion Item #:
Fii�al Agenda Item #
Meeting Date:
�� �ol
SUBJECT/RECOMM�NDATION: Adopt Resolution ol—o7establishing the int�nt to reimburse certain
Water and Sewer project costs incurred with proceeds of future tax-exempt financing,
� and that the ap�ropriate officials be authorized lo e�ecule same.
SUMMARY:
s A Water and Sewer rate study has been completed wliich proposes a 7% increase in water and sewer rates effective
7/1/01, 4/3/02, 1/1/03, 10/1/03, and 1 Q/1/04. These rate increases are sufficient to provide for operations, capital
projects, and debt service on bond5 issued durinb this Lime period .
� The rate study identified a need for approximately $1 13.2 rnillion in capital projects, witli bonds to be issued in
2001/2002 of approximately $36,503,000 and 2003/2004 of approximately $48,498,000 to fund a portion of the
nePded capital improvements. Following is a list of $36,503,U00 million in projects to be financed from the
2001/2002 bond issue:
• Northeast Advanced Waste VVater Treatrnent Carousel
• l.aboratory Builu�sng
� Water Pollution Control Master Plan - Phase II! and IV
o Pump 5tation Replacernent
� Reclairned Water
o Northeast Irnprovernents
o Water Treatment Plant
• Sewer lnterceptor Lines
• Sewer Manholes & Gravity Lines
� Water D isi nfection Systems
� Water Service Lines
� Clearwater Harbor Sewer Line Relocation �PA)
• Clearwater Harbor Force Main (Br-idge)
• Clearwater I-larbor Water Transrnission Main Replacement
Total
$ 570,000
2,199,000
1,792,000
G,O60,000
2,058,000
3,643,000
a,2oo,000
Z,�s �,000
1,OOO,U00
1,400,000
1,000,000
1,000,000
1,200,000
3,600,OQ0
$36,503,000
• We anticipate issuing bonds in 2C�U1/2002 to financP these projects. The date of issuance will be detErmined at a
later date based upon marl<et conditions.
�
.
The Water and Sewer Fund will be incurring expenses on these projects prior to the issuance of the bonds.
This reimbursement resolution will allow for the City to be reimbursed from the Bond ��roceeds.
Review�d by: �
Legal
Budgel �1�
Purchasing NIA
Risk Mgmt N��
Submitted by: ��. �,
City M�nager ���
Printed on recyciecl paper
Info Srvc N/A
Public Works N/A
D�M/ACM
Other N/A
Originating Dept: ��
Finance — Margi� Simmons
User Dept.
Pubiic Works ��' /»
Attachmenis
Res. 01-07
O Nc�r�e
Costs
Tota!
�urrert FY
riation Code:
Funding Source:
CI ^
O� �
Other
Rev. 2l98
RESOLUTION NO, O 1-07
A RESOLUTION OF THE CITY OF CLEAR�JVATER, FLORID�1
ESTABLISHING 1TS INTENT TO REIMBURSE CERTAIN
PROJECT COSTS INCUP.RED VVITH PROCEEDS OF FUTURE
TAX-EXEMPT FINANCING; PRUVIDING CERTAIN OTHER
MATTCRS IN CONNECTIC�N 'rHEREWITH; ANll PROVIDING
AN �FFECTIVE DATE.
WHEREAS, the City Comrnission of the City of Clearwater, Florida (the "Issuer") has
determined that the need exists to construct certain capital improvements to the City's water and
sewer system to�ether with �ngineering work regarding the water and sewer facilities, more
pa.rticularly describe on Exhibit A attached hereto (coilectively, the "Project"); now, therefore,
BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY
OF CLEARWATER, FLURIDA THAT:
SECTION l. �UTHORITY. This Resolution (hereinafter called the "Resolution") is
adopted pursuant to the provisions of the Florida Constitution, Chapter 166, Florida Statutes, and
other applicable provisions of law.
SECTION 2. DECLARATION OF INTENT, The Issuer hereby expresses its intention to
be reimbursed from proceeds of a future tax-exempt financing for capital expenditures to be paid by
the Issuer in connection with the construction Af the Project. Pending reimbursement, the Issuer
expects to use f�nds on deposit in its water and sewer utility funds, general funds and other funds
legally available to pay a partion of the cost of the Project. It is not reasonably eYpected that the
total arnount of debt to be incurred by the Issuer to reimburse itseif for ex�enditures paid with
respect to the Project will exceed $36,503,000. This Resolution is intended to constitute a
"declaration of official intent" within the rneanin� of Se�tion 1.150-2 of the Income Tax Regulations.
SECTION 3. SEVERABILITY. If any one or more of the provisions of this Resolution shall
for any reason be held illegal or invalid, such illegality ar invalidity shall not affect any other
provision of this Resolution, but this Resolution shall be construed and enforced as if such illegal
or invalid provision had not been contained therein.
SECTION 4. REPEALING CLAUSE. All resolutions or orders and parts thereof in conflict
herewith to the extent of such conflicts, are hereby superseded and r�pealed.
SECTION 5. EFFECTIVE DATE. This resolution shall take effect immediately upon its
adoption.
PASSED AND ADQPTED this day of , 2001.
Approved as to form:
Pamela K. Akin
City Attorney
�
2
Brian J. Aungst
Mayor-Commissioner
Attest:
Cynthia E. Goudeau
Cit�r Clerk
Resolution No. 01-07
■
�
Attachrnent A
Schedule of Project Costs
Northeast Advanced Waste Water Treatment Carousel
Laboratory Buifding
Water Pollution Control Nlaster Plan — Phase Iil and IV
Pump Station Replacement
Reclairned Water
Northeast improvernents
Water Treatment Plant
Sewer Interceptor Lines
Sewer Manhofes & Gravity l.ines
Water Disinfection Systerns
Water Service Lines
� 570,000
2,199,000
1,792,000
6,060,000
2,058,000
3,643,000
8,200,000
2,781,000
1,000,000
1,400,000
1,000,000
Clearwater Harbor Sewer Line Relocation (JPA) 1,000,000
Cfearwater Harbor Force Main (Bridge) 1,200,000 •
Clearwater Harbor Water Transmission ivtain Replacement 3�600,000
Tatal $36,503,0�0
,,;
. .. . _ _
{:_ , .. .
. ; , , ,
, ,, ; ,: , , . , ,
,
.
.. , ,
,. , : : ,. . . : :.:
.. .
_ ,
t:,; : .
3 Resolution Nu. 01-07'.
;.
,:;: � �
;
. . . � . . . . . . . r
.. . . � � . � .. .. . � . . � , ' � 'y
. . . . . .. . . . . � . . . � ' �
. . . � ' � � ' . . . . . . }
. . .. � ' . . . . . . . , . . i
. . . ;.. ' . . . � . . ' �.
:. : . . . _ ." . . . . �. .. . . . . . � .
. .. . .::_ �. ,'�m...,. .� . . ' : . � . . . � .
. . .. . � . . . . . ' � i
.S �. . , : . ;' . _r` .. , . . .. � . � . . � , � , . � , ' . ,
' ....' `::, : �.,.. ....'. � . : : '. .�• ...,' ... .... . , .. . . . . .. .. . ' . � . .. . . . . . . . � � ' � .. � . �
. , . . .. , .. . . . ,
. . . � :: . . .. . .:.', � '�,:. r' � .. - .. � ... : � . . _ . . . . . . . ' . . ' . . . .
� . . ... . ., - . _. . . . , .
. '. ., _ . : �.' .. .. . . . �
. . _ . .,. � ., . _ .: . . . ' :. ' . .. . . - _ . . . . . .
,�.. '.., , ..�. ' . '. ., : .'� '� . �., . : � ' . .
., ._ . . . � . . � .
. . . .: ' ., : . . . .. .. i
,. ,1.� .:'. ., . �. . . . . , � . .. . -,
,... ' . . .. _� ..��` . . . . � . . � � ' � .
- '. � :J. � ' � : . ' .. .. �' . . - _. ... _ _ . . . . �
. '
, .' . . .' �. .:
. '. �. . .� . :
�. . . ..�,' ... '.:� ..� , . _ ��� i 1: . _ . �'. '. �' � �. �� .. .
�
s '� . . �. .. . . : � ., ' � .>�. ;.. . ..... .. . :'� ) . .. � � :.' ' ' . .. � .. ' . . .
: . : . : � :.. - . . .�.. . ...:. ._ � .�_ .
.. , ;�... .. ._ 'e. ,..�.. � . ..�..', : . '. . � . ; . . �. . . . . �. ' � :. .. ..':��' ..
.. �' �:..: �. . �
' ,'. '�� � �'� ��. �: . � � . . . . � . . . � �. . �
1 '�'� . . . , ' � • . . �.
� . . . .. . . . . . . �
�
.f ' - ' . " " � ��
i. ' .. . . ' ' ' � ' . . . . �
�.. .� . ��� � � � �
- . . ... � . _ ... . , . �
� y f,
.
.. ; . � _ . . , .
..�.�`. , �,_ . �.. �: .. �_���. , .. .,.� . _ �.�.. .. " ' ... �
;
� � - .:• �: : _
,
. �.. . �. - � . . . ... �� �_ . . . . �..
,
... �. . .:, �.. . , .. � . � :. �.: , : ;., ; . . . . � . _ � ��
�
� _ �
� '�.�_ . . �.' ... � � .: . . .
. ,. , -, , .. . ... , : -: r , :'.
_. ;
� '�s . . .. . .
,
�
�.
_
't � - " ' . . _ ' , .
; ,., _. ._ : .. ' . . �� .
.. .. -. . '.'._ .
. , . . '.. �� .
.
' " `'.:. .. { _ � . � �. . _ .
.:
. _
.. ':s ... .. ... ..
. - . , � . . . _ � . :'.. �� - . .
,
.. . � , . ,�: �. ...�. ;' ' . - ' -
�:
: ': .�_ : : ' ` . '+
. . �. ..: '.,;�
. �. .. .. . :.� .. ... .,'-'
. .� ..�' ... .., ;.
,�.. .''. .' . ,..:.. �.. ,' .. , �_. . . ... .
,.��... . . � .. ..... . .: �. .. . , ... :.. , _
-..��. .�:. . . � ... . .� . ....:. - - . .. .
� .
. . ., �. . .. .: , . . -. '- . . ' ":'
.. ..:' ' . . . . . . . . �. � - .: :::
, .. .
;.. .' . '. . � ° ' _ - . .
i .. . '. . . . . .�. ' .. .. . .
�t]
�
:. , �.
, .... . . . . .
. �: .... : ,:. �.,... k . , _ ... � : _ . _"�' ' . . . � .
. � . . � �. :. .. . . : .. . .
{ :
. , i ..
� .; �� . ... .. �, . � � .
;
- . . ,,,. . _ . . : , :. .. , . . .
. ._'.'.... . t. �
� ': � }, � :... . . .: .. . . .. . ":: . .,
. . . .. . .. ...., ,.. . . _ . . . .
�.:.. . . . . � �. . .� -.. . , . �
. : . . . � . 1� . .. .
�� �. .. �..�.: ..�. .... �..�_ ... �. ..:" .
.: ��'.: . �.�_ . � . .... . ., � . , . . � . . .. �
�... ..,. -� � Y� :: . ;.;� ".�' . . . . . j.t' . .
��, . ° -w. � : : r
,. .�
- , ,.
- r ;,: _:.' �
: : , .. ,
;
.
.
���. �� .:.. .. . :�, :;r ;.� . ��.... `.� ,. - .. :E� > �
,� �. ,... :. ,.; , ... . , . . . . . ..
, .
' ' :.' ., ' �' - -�.
. ... . :,. ...:. _� . ;_ . . . � � . - ' � � � .
..:..., . �: �; ��� ��... �i- � . _ - . ..
. ��.. . ��.�'..... . ".i . . . .:,": ,. . . �:'.- . . �-:�: . ' �": . �::� � , .
..:..' . ..' �'. . ' . ` ..,�.,'�' : . .. _�.
`'} �
., .. ,,, .. . , _ , .
.,
.;. r ✓. �. ;� ', �_. .'�' .. ' . . - . . . . . t
� ' .. . '.. '�.' :'�' ...��. . .. ... � � : . . . .. . .
f.
, . . . . .. -. � . .
, �, ,' .. , .. ..:.: . ���-�'� . . . . .
'.�.'. '. . ._ ,. :.:. : � .,, .'. .. . . . '. �: . , .�:. , . .. .
_.:;
.;.. ' . ..� .. .: . . ." : .. ... . :..... .�
..�. .... ; .,. .. . . . �.� , ,�. . .._'_ . .. . .. . �
:. . �.� . �.,. .�'. . . . . .
_:. . .. . .�. . . .. . . ....; .� .... ...._. . . . . . .. _ . . . . ..
� - � � ' � � ,. . . . . . . ' . . . . . . .. ' h
� ` . . . . . . � .. ' . . . ' . � . ' .... � ' �. � .. � . � ' . . . . ' '. . .. . . �
. . . � � . . . . 1 � . . . . . . . . . , , . . . _ F'
7
�1GI �1 � �
�
, ,
. ,
9� ��o�
� p��
1
Sll�T/RECOM ME N DATION:
Clearwater C�ty Commission
Agenda CoverMemorandum
Worksession Item #:
Final Agenda Item #
Meeting Date:
�a.
�• • �
A�prove a fee increase from $10.00 per day to $12.50 per day for the daify use of revenue generating /
timed parking space5 at the beach, according to Article XiX, Streets, Sidewall<s, Other Public Parking
Plaoes, of Appendix A— Schedule of Fees, Rates and Ch�rges, Code of Ordinances, and PASS Ordinance
No, 6762-01 an first reading;
� and that the appropriate officials be authorized to execute same.
SUMMARY:
• There are numerous requests for fiemporary use of revenue generating / ti�r�ed parking spaces throughout
the City due t� construction projecfis, specia! evenfs or various special needs.
• The �ode of Ordinances, Appendix A— Schedule of Fees for use of revenue generating / tirned parking
spac,es is based on the current high�st daily fees for metered parking.
• In D�cernber 2000, the City Commission approved a weekend 1 seasonal parking rate adjustment for all
beach parking effective .�nuary 1, 2001.
d The arnendrnent to the schedule of fees reflects the adjusted daily parking rates.
Reviewed by:
Legal
Budget
Purcha�ing NIA
Risk Mgmt NIA
St�mftt�c� by; �
City Ma►�ger
Printsd on recycled paper
Info Srvc �!q
Public Works -�rn �D
_,.._�
DCM/ACM
Gther (Financ�) ��
,`�
Originating Dept:
PWA I Parking Sy
User Dept.
PWA I Parking
Attachments
Ordinance No, 6762-01
CI t�one
yy� rD Gosts
� Total N/A
Current FY
on C�:N/A
Funding Source:
CI
OP
Other
Rev. 2/98
ORDINANCE NO. 6762-01
� �
AN ORDI[VANGE OF THE CITY OF CLEARWATER, FLORIDA, AMENDING
S�CTlON (�) OF ARTtCLE X!X OF' APPENDI� A, CODE OF ORDINANCE�,
RELATING T� THE SCHEDULE 0►F FEE�, RATE� AND CHARGES ��R
STREETS, StD�NVALKS, OTHER PU�LIC PLACES, RELATING TO PARKING
F��S; PROVIDING AfV EFFECIVE t�ATE,
WHEREAS, the Public Works Adrninistration / Parking System of the City
of Cfearwater, Florida, processes nurneraus requests for temporary use and permanent loss of
pubiic parking spaces; �nd
WHEREAS, it is necessary to revise the fee schedule to reflect the City Commission
approved parking fee increase; now therefore,
BE IT ORDAINED BY iHE CIiY COMMISSION OF THE
CtTY OF CLEARWATER, FLORlDA:
Section 1. Sectior� (4) of Articl� XIX, Streets, Sidewa{ks, Other Public P�aces, of
Appendix A— Schedule of Fees, Rates and Charges, Code of Ordinances, is amended as
fo{lows:
XIX
(4)
STREETS, SIDEWAL�4S, 4THER PUBLI� PLACES:
Fees for services provided by the department of public works (ch. 28):
Use of rey�nue generating / tirned public parking spaces (i.e., metered,
permitted, cashiered, loading zone, e��.):
Beach — Spaces (per day, eueryday).., ... ..........., ... ,. .. ... $12.50 �-'l-9-9�
P(us tax if applicabl�
Davvn#awn — Spaces (per day, f'Nonday-Friday),...... ,. ... .. .,$ 3.00
Plus tax if a�plicable .
Section 2. This ordinance shall take effect immediatefy upon adoption.
PASSED �N FIRST R�AaI�1G
P�SS�D ON SECONCI ANC3 FIRJAL
R�ADIN�G ANQ ADOPTED
Approved as to form:
Brian J. Aungst
Mayor-Commissioner
Attesi:
�
ne Hayman Cynthia E. Goudeau
P sistant Cit A orne � Cit Clerk
y y y
Ordinance No� 6762-01
S��"
,,, a
� .� a
9 =� � � i g
9�� �`o �
SUBJ�CT/RECO�UIfV�EiV�ATIOiV:
Clearwater City
Cornmission
Worksession Item #:
Final Agenda Item #
.� �
�
Agenda Cover Meeting Dote: • ' �
Memarandum
Approve revised contract for architectural services with Harvard Jolly Clees Toppe Architect5 for
basic services in the amount of $1,213,500.00 and an additional services allowance in the amou�t of
$359,200.00, for a tot�l amount not to exceed $1,572,700.00 for the new Main Library, increasing the
current not to exceed arnount of $1,104,364 by $468,336.
Cx7 and that the appropriate �fficials be authorized to �xecute same.
SUIIJIMARY:
o Th� revised contraci with Harvard Jolly Clees Toppe Architects for architectural services reflects the
size (90,000 sq ft) and budget ($2�.2 rnillion) of the new Main Library approved by the City Commission
on S�ptember 21, 2000.
o The architectural fees represent 8.35% of the total construction budget of $14,532,915.00. The
additional services allowance includes the fee for the library design architect, Robert A.M, Stern
A�rchit�cts,
• The agreernent includes a clause fihat indicates the final scope of the project is dependent on the
availabilit�r of private funding and that the fees for architectural services may b� adjusted accordingly.
.
e
.
The State of Florida Departm�nt of Management Services is acting as the City's agent in the
agreement.
Funds for this contract are available in projECt 315-93523.
A copy o� the contract is available in the City Clerk's office.
Reviewed by� }�L,,,,,,�
Legal � ��
Fi nance (,�.�
Purchasing �la
Risk Mgmt �a
Submltted by: "��, �►,
City Nian�9er ��
info Srvc
�'�j�lic iNorks
DCM/ACti1
Other
�E3 Printed on recycled paper
2098
Originating DeQt:
n/a Library/�ohn Szaba �
.,r,f,,l.� User Dept,
-��—� Library
n/a Attachments
O None
Costs
Total �1 l572,700.00
Current FY
Code: �1
Funding Source:
CI
OP
Other
Rev.
S�`�~ !.
��{, �
9= p�
�h'ATE���'
Clearwate.r Czty
Conlrnission
Worksession item #:
Final Agenda Item t#
� LT J
A enda Cover �
�� g Meeting Date: �� � 1'� I
� � Memorandum
�UBJE�T/RECOMMI�NDATION:
Approve amendment to the January 21, 1999 agreement with Building Construction,
Department of Managernent Services, State of F!orida for project rnanagement services for
the new Main Library in the amount of $259,490,00, increasing fihe current agreement
amount of $170,62d by $88,864,
� and that the appropriate officials be authorized to execute same.
SUiV�NiARY:
The State of Florida Department of Managernent Services' Building Construction Division will perforrn project
rnanagement services as outlined in the contract. The amendment to the agreement reflects the new project
budget of $20,247,061.00. Building Construction/DMS fees will be adjusted accordingly if the scope of the
project changes.
Building Construction/DMS services includ�:
.
.
.
.
s
.
.
s
.
�
.
Provide direction/consultation to the architect during conceptual schematics phase
Provide direction/consultation to the architect during design developrnent phase
Provide direction/consultation to the architect during construction documents phase
Establish Contractor S�lec�ion Team consisfiing of DMS, the architect and City personnel
Es�ablish Contractor Negotiafiion T�am consisting of the same members as the Selection Team
Prepa�e all contract�r documents far preparatian/execution on behalf of the City
Provide pricing and value engineering review of contract documents
Review and analyze contract�r activitie� during construction
Analyze and recommend ehange orders as requir�d
Process contractor's pay req�ests
Participate in substantial and fsnal cornpletion inspections
Funds for this agreement are availabie in project 315-93523.
A copy of the agreemenfi is avaiiable in the City Clerk's office.
Staff recommends a�proval.
Revie�ved��� �,, _
Lega1 ` ��
Firince .� �
Purchasing n/a
Risk Mgmt �a
Info Srvc
Public Worl<s
DCM/ACM1
Other
3ubmitted by: ).
Clty Nianag�r ~F�t,,� �
Printod or� recycled papar
Originating Dept:
n/a Libraryl�ohn Saa�c� �
�� User De�t.
Library
n/a Attachments
, L7 Non�
Costs
Total �25�,490.00
Funding S�urc�:
Current FY CI
OP
Qther
ion Code: 315-93523
Rev.2/9g
�
�SE�iN�► l
�I,, a
�. -_ �
99�'ATEP.��'��
� � �-
S�JBJECT/RECOMMENDATfOiV:
Clearwai:er City
Cornmission
AgeI1C�a COV�i
Memorandum
Worksession Itern #;
Final Agenda Item #
Meeting Date:
�J
: � � j • L? f
• Approve a Sports Facility Development Agreement between the City of Clearwater and the
Philadelphia Phillies listing the property located at 2465 Drew Street, (on the corner of Drew Street
and �Old Coachman Raad) as the primary project sit�, approve the renaming of the capital project to
"Comr�unity Sports Complex Development and Construction", and approve the allocation of
$2,695,000 of the unrestricted retained earnings of the Central In�urance Fund, and allow the
$�55,Ot�0 r�maining which was previously funded ta the project per the SPJC acquisition agreement,
to �r�main,. in _the:project to ensure sufficier�t funding tl�rough the construction of the cQmplex,
❑ and that i�he a.ppropriate officials be authorized to execute same. _
Sl�iViiVIARY:
• On Decerr��er 19, ?.000, the Clearwater City Commission approved a Use Agreement between the City of
Clearwater and the Philadelphia Phillies. Pursuant to section 20.1.2 of the Use Agreement "The specific site
for the Sports Complex shall by February 15, 2001(amended to March 1, 2000) have been agreed to by the
parties ..." Additionally, per section 20.1.3 of the Use Agreement, "The parties shall, within 15 days
following satisfaction of the conditions in Section 20.1.2, have: (i) executed and delivered a definitive SFDA
(Sports Facility Deveiopment Agreement); . . . "
� The Sports Faci�ity Development Agreement sets forth the respective duties and responsibilities of tf�e parties
for the development and construction of a new community sports compiex. Approval of the Development
Agreement is the final action in the site selection process unless something occurs to make this site unusable in
which case the city and Phillies may mutually agree to another (ocation. The main components of tl�e 5FDA
are as foll�ws:
• The identification of the pref�rred project site (2465 Drew Street), absent any condit�ons or adverse
results thatthe parties would agree justify findir,g an alternative site.
0 The deadlines for conducting er�vironrnental, geotechnica) investigations and site prep and any
necessary site rernediation.
• Requires the architect and construction contractor selection process to be followed by the Phillies
under tii� requ�rernents of the Consultants Competitive Negotiation Act.
• The project financing components and availability dates far public funds.
d Per the terms of the Llearwater Stadium Project Term ShEet a�pproved by the Ciry Commission on Septernber
7, 2000, the "Ciry will (in addition to its other obligations set forth in this terrn sheet) mal<e a capital
contributior� to tl�e Project in the amaunt of $5 million." $3 million has been previously funded from Perny
for Pin�llas. In a urianimous vote the commission previously approved, in principal, the transfer of $2m from
the Central In�urance Fund to this capital project. Appraval of tl�is action makes that trarisfer recommendation
official.
R�viewed by: C�riginating Dept.: Costs
Legal Info Srvc NA General Support Services Total 2,695,U00
L- Alicia Farrell
Budc�et Pubiic Works NA 11�er lJept.: � Funding Source:
Pur�hasing ��, DCM/ACM � Park� � Recreatior�j� Current 2,G95,000 CI
FY
Risk Mgm4 �q Other Attachments OP
Other X
Submitted by: •
City Manager � � ❑ None Appropriaiion Code: 315-92829
��
• In order complete the funding profile as agreed to in tl�e term sheet and the Use Agreement, staff is requesting
additiona) funding in the amount of $695,000 for the following:
300,000
250,000
115,OOQ
30,000
695,000
Infrastructure Improvements (roar�way and traffic)
Sit� Work
Insurance (70,000 liability and remediation; 25,000 builders risk)
Environmental Attorney's fees and Administration costs.
Additional environrnental and geotechnical investigation
• Based upan the funding and uses of this capital project code, we are proposing the broadening of the project
scope and the renaming of this project to "Community Sports Complex Development and Construction,"
which will allow all related studies, design and construction costs to be captured within this single capital
project.
• Funding will be prcvided by the �Ilocation of $2,695,a00 of t��e unrestricted retained earnings of tl�e Central
Insurance Fund. This includes the original $2 million conceptually approved at the Septernber 7, 2000
Commission meeting. An �dditional $695,000 is now recommende� for allocation from the same source to
cover the costs outlined above. The allocation of these additional funds will (eave unrestricted reserves of
approximately $3.5 million in the Central Insurance Fund (excluding currenfi liabilities).
2
41a"�
�,, , .
a
� � �°
���'Ar�s►�`'°
Clearwater City
Commission
Worksession Item #:
Finai Agenda Item #
�
Agenda Cover Meeting Date: � ' � " � �
Q � c�. Mernorandum
SI��JECT�R��OMIVIEiVDATION: Approve a Lease Agreement between th� City of
Clearwater and th� Philadelphia Phillies �or the Carpenter Field Traininc� Cornpiex,
0 and thc�t the appropriate offic(als be authorized to execu�te same.
SUMMARY:
• Pursuant to the Ciiy's ability to build a new Community Sports Cornplex, a new Lease
�greement for the Carpenter Complex will need to be executed. This lease will run
concurrently with the new Community Sports Complex Use Agreement.
� The main components of the Lease Agreernent are as follows:
� The terrn is for 20 spring training seasons, with the team having one five-year extension
right and the City and team having three mutually agreed upon five-year extensions,
a A base rent in the amount of $204,000 annually for the initial 20-year term and $1
during any ren�wal term.
� The 50/50 split of any ad valorem taxes assessed the facility.
�o- As currently is the case, the City is obligated to mainfiain i�he c;ornplex in good order
and condition, The Phillies are �bligated to provide one FTE to work out of the
compl�x.
� No additio�al budget impact is anticipated, Currenf resources assigried to fihis facility
will adequately cover the City's resp�nsibility,
� The Phillies are granfied naming rights author�ty to license for a third party, The City will
hc�v� the right to disapprove, The City wi�l receive 50°!0 of any naming rights. In any
evenfi, fihe narne " Carpenter" must cantinue i�o be used for some porrion of the
complex or some facilit�j within the camplex,
Reviewed b
Legal �
Budg�fi N/A
Purchasing ��q
Risk Mgmt ��A
Info Srvc N/A
Public VJorks N/A
DCMJACfvI
GSS
Submi�tod �y: � `f�V�
Gity Manager ��� '��a"
� Priniod on recycled papar
2/98
Originating Dept: Casts
Parlcs & Recreatian ��-�.:� Total N/A
Department �
Kevin Dunbar, �irector
User Dept. Cur� ent FY N/A
Parks & Recreatia�n
Rttachment�:
❑ None
Fundir.g Source:
CI _
OP �
Other
rlation Ca�de; None
Rev.
::��
�::� ���
,z'a�.�
�
w
�
U
W
� +
a �
� a
i�:�
�w
J �
Q W
�
Z �
� z C�p
� a N
� N �
� � O
Ii.W�
W X �
�
Z �
ww
W U
��
o� �
C
N �
W
X Z
W
�
t
W
�
U
� �
'� 'a' �- t�- �t' �t} r tn ch t(i N C M d'^" O O�A M
.0 N d 00 'd' 00 tA d' M O tA C� I� C N�
� � Q� e- t� .- tn N � .�.. v j
C �
�
O ~
C�
tA G O M O� O tn O`at Od O W O O O �A �
� � .- � 1� d' �t'> et � � O N N
Q� tl� e- e-
av
�
c.i
� �
� z
� Q� �' e�- Od st' O�r M^r- h O M .� O O O�
� M N
� � c�rn�M �'0 � � v o�0
�
�
�
f.�
;;}:;n;:,..E.':.i:::;.�G.`;.5..:.r{S.'•>,s;;5,•r,•,t!:�::'t`;r.;•.,:,.5�;:� ::.{..:;.:•.'>;:•:::.{;'vr i.'•�:::
. ...... ... . . . .... . . � .
. ..... .........................
f� st' e�- e� N O � M tn � O N O� O O 1�:
c'~�'� ��� a��- M a-M- t�t1 N M � M:
'�
��
'� A
O ~
�
OOOM N O O Ott 0001` O� O O1�
e- e-- tn 't1' N r- 1�
y N e� � 00 � �D
�
N
�
�
�
�
�
-�
��te-Cp O O�-' M�-t`OM dG C OM
l'V
�. �M��N rM-d�'� � �
� N N
C
a�
c�o
V
N
ai
c � c
c �
a �% t� � cn � ....
W °' � ai � � � cc
r„ � c� c� c � H vy �:
c � c �" V � c � � � � �
+r O C � �
� � � 2 C � � .� � � � � W � �
'C fn � C Q N""' C TJ ��� � Q: C � G�
w a� ,,,_ ci, ._ � c c,,,,v c�v 4 ro a� �? I— .... ;� a��i �E iti
� :-���� °��i.u�i������a�cv ac�o
o �ci3wm Qw05C�Ozo�cn..i�a cnz�
�
�v
d
�
L
�
•+
C
�
�
�
� L
i �
� �,
x �
a� �
O. e+o
E
d
o �
V y
3 `�
� �
C
C
d O
. ��..
'�
�
t�
C �.
�- E
� y
td �
N
d y
� �o
c �
a� �
:: .o �
� �
c �
��: � �
�� � e
:;i:::�`: E d
:>i::�;. �
:::::�; L
;:>::�! C� �
::.::c:; � �
e�
.; E �
»:;cai::
:<:::r�:: cn
ii::M': X ��.i
:>i:M:. � �
:::,.V}: h- O
''�`�O` E �
;.:::�;.
:>�>:w:: o �
:::: c:: �
eti
:::: ��: � v�
::>>a�� .
�����` Q o
:: ;'O;:
:`::�:�: C O
':ii`fA: �•+ O
:�::'ai: d N
:::: �:.
:::: �• � �
::::�:.
c �, �
:^ �
� �`�?' �f'
�
. r�..�
�
Q, O � E
(;CaPIES TO:
P R O P E R T Y 5 C I E N C E S (;(�MMISSION
��4,�R - � 200i
Prepared for.� rr�F�s
. �i rc�►c i nrro�r��Y
City of Clearwater
' P.O. Box 4748
Clearwater, Florida 33758
. Prepare�l by: �
l�?ORE, INC.
_ 1211 Tech Blvd.
Tampa, Florida 33619
, _
° �:�
,
> Date: .
� , _. _
. ; February 26, 2001
,
` REl�O(2T OF PREL{tVIiNARY GEATECHNICAL EXPLORAffON
for -
�4 � CiTY t�F CLEARWATER N�W SPORTS COMPLEX
- CLEQRiNATER, PINELLAS �OUNTY, FLORIDA
, ;' QORE PROJEC�' f�0. 24-0670
; .. ,. . .
� ,
_
,.
. .:
�,� .
, .,
�1
121 I Tech Bivd. 5uite 20tl Tampa, Ftorida 336 ! 9 (813) 623-6646 fax (813) 623-3795
�
J
�, o R �
PROPEfiTY SCIENCES
�ebruary 26, 200�
The City of Clearwater
P.O. Box 47�8
Clearwater� Florida 33758
Attentian: Ms. Karma Kilii�n
RE: Report of Preliminary Geote�hnicat Explora#ion
City of Cfearwater New Sports Complex
Cisa�nrater, Pineltas Covnty, Florida
QORE Report iYo. 24-0670
Dear Ms. Killian:
QC3RE, Inc. (QORE) has completed a pre(iminary geotechnical subsurface evaluation for the above
referenced project. We conducted this evaluation in general accordance with our proposal No. 24-
00-0908, daied November 10. 2000 and revised Decernber 8, 2000. This report briefly explains
our understanding of the project. documents our exploration methods and findings, and presents�
our preliminary recommendations for develapment of this site in addition to preliminary
recommendations for potential foundation systems. After you have reviewed this repori� we
recommend either a meeting or a telephone conference to discuss our preliminary findings and
reGOmmendations.
Q�ORE anprecrates the opportunity to be of service to the City of Clearwater on this project. We
look forvvard to a5sisting you through project completion. lf you have any questions concerning this
report or if w� can be of further service, please do not hesitate to cantact the undersigned.
Respectfull� submitted,
t�ORE, INC.
� ,
•
T�rrill V, Smith, P.E.
Chi�f Engineer, ,;acksonville
Flarida Regisfiration No. 23725
Ste,�an
r
P.�.
J �
, ' 1-� ,.lit� -=
�.�'�'�'�.-�' .
Gilberto amos, P.E. � �yf�'���
Florida Registration No. �5�74
121 I 7ech Blvd. Suite 200 Tampa, Florida 33619 (813) 623-6646 iax (813) 623-3795
REPORT OF PRELIMINARY GEOTECH�VIGAL EXPLORA710N
CITY OF �CLEARW�TER NEW SPORTS COMPL�X
CLEARWATER, PINELLAS COUIVTY, FLORIDA
QORE Pt�OJECT NO. 24-0670
TABLE �� COAlT�NTS
1.0 PROJ�ECT INFORMATlON ....................................................................................................................1
2.0 GEOTECHNiCAL EXPL.ORATION .................................................�...................................................... 2
3.0 SITE � :�UBSUF�FA�E CONIDITIONS ................................................................................................... 2
3.1 SITE CONDITIONS ................................................................................................................................. 2
3.2 GEOLOGIC SETi'INGS ............................................................................................................................ 2
3.3 SOIL SURVEY INFORMAT'ION ..........................................:....................................................................... 2
3.4 SUBSURFACE CONDITIONS .................................................................................................................... 2
`.. 4.0 GEOTECWNtCAL ENGINEERING �V�1Ll�ATOON ................................................................................ 4
4.1 BASIS OF EVALUATION 8� RECOMMENDATIONS ....................................................................................... 4
�" 4.2 EVALUATION OF SINKHOLE POTENTIAL .................................................................................................. 4
° 4.3 FOUNDATION AL�'ERNATIVES & RECOMMENDATIONS .............................................................................. 4
�
5.0 SITE PREPARATION RECOMMEiVDATIONS ...................................................................................... 6
� 5.1 GROUNDWATER CGNTROL .................................................................................................................... 6
> 5.2 M�rt�N� GAS ..................................................................................................................................... 6
; , 6.0 PLAYING FIELD AND PAVEMENT AREAS ........................................................................
................. 6
7.0 LIMITATIONS ......................................................................................................................................... 7
,
Important information Af�out Yaur Geotechnicai Engineering Report (ASFE)
Plate h1o. 1
�' .
Appendix A
Appendix B
Appendix C
List of Rlat�s
Boring Locatior� Plan
App�nd�c�s
Key tc� Sail Classification
Test Boring Records
Field Expioratior� Pr�cedures
REPORT OF PRELIMINARY GEOTECHNICAL EXPLORATION
THE CITY OF CLEARWATER NEW SPORTS COMPLEX
CLEARWATER, PINELLAS COUNTY, FLORIDA
QORE PROJECT NO. 24-0670
1.O PROJECT I�V�Of�llilATi�f�
The City of Clearwater New Sports Cornplex is proposed to be located at the northwest corner of
the intersection of Drew Street and Old Coachrnan Road in Ciearwater, Pinellas County, Florida.
The site is bordered to the north by Sharkey Road, to the east by Old Coachman Road and to the
south by Drew Street. A residential subdivision is loca�ed to the west and northwest.
The site currently consists of athletic fields in the northern portion. In the southern partion of ihe
site is an existing unimproved parkinc� lot. From review of a report prepared for this site by Tampa
Bay Engineering, ;nc. dafied January 21, 2000, the site had previously been used as a solid waste
disposal landfill prior to the development of these irnprovements. It was reported that the landfrll
had been in operation from the late 1950's through the early 1960's and closed around 1968. The
waste deposits appear to extend up to d�pths of �bout 25 feet. The landfill utilized trench fill
techniques to dispose of waste rnaterial creating cells of refuse.
It is our understanding that the planned construction will consist of a new baseball stadium and
training facility with major league fields �nd associated offices and resfaurants. The proposed
stadium structure wifl have an approximate footprint of 50,000 square feet. Detailed design
information and structuraf loading conditions have not been established at this time.
2.0 GEOTECHNiC�6t_ EXPLOR�►T�ON
Our current geotechnical exploration consisted of sevPnteen (17) 35 to 130 foot deep standard
penetration test (SPT) borings. Duri�g � previous exploratian by QORE, Inc. conducted in
September 2000, thres (3) SPT borings were installed to ap�roximate depths of 60 feet. At the
time th� borings were drill�d in the ri���ts-of-way of Drew S#reet, �Id Coachman Road and Sharicey
Road due to restricted acces� by the previous property owner. The r�sults ofi the September 2000
explorai�on v�rere presente� in a Draft F�eport of Preliminary Geofechnical Exploration dated
Novemb�r 17, 2000, prepared by G20RE, Inc. forthe City of Clearwater,
Our current �ield exploration was performed during the period of January 1 Q through .�anuary 17,
20Q�. A precision survey to locate th� borings was not part of our scope of work. The borings v�ere
located in the field by pa�ing distances from existing site features ider�tifed on � cflnceptual site
pian provided �y Stranix kssociates. Therefc�re, the boring locations shown nra the Field
Exploration Plan should k�e considered approxirnate. Ground surfiace elevations at the boring
locations �vere not astablished by our personnel.
The Test Boring Records provided in the Data Attachments present the descriptions of the soiis
encountered at the boring locations, and also provide tf�e per�etration resistances recorded during
sampling of the t�st borings. The stratificatioii lines and deoth designations on the b�ring records
represent fhe approximate boundary between th� v�rious soils encountere�, as determined in ihe
field by our personneE. In some cases, the transition between the various soils may be gradual. A
brief discussion o� the dri(ling, sampling and field testing techniques used duri�g this geotechnical
exploration are provid�d on the attached Field Explaration Procedures sheet.
City of C/earwater February 26, 2001
QORE J�b No. 24-0670 Pape 2
3.0 SITE & SUBSURFe4C� CONDITIONS
3.1 Site GonditBons
During our visits to the site, our personnel observed the topography to be generaily flat. The
vegetative groundcover generally consisted of planted grasses in the field and exposed soil, stone
and patches of asphalt in the parking area. Existing baseball and soccer fields are located in the
northern portion of the site with an unirnproved parking ar�a to the south. The parking area
exhibited an undulatory appearanc� with apparent depressions carresponding to�the waste cells.
3.2 Gealo�,ic Setfinqs
Review of published engineering and geological literature indicates that the Tampa Limestone
formation, which con�ists primarily of limestone with lesser amounts of dolostone, sands, and clays,
was deposited durinq the Miocene Epoch. In the vicinity of the project site, the Tampa Limestone
exists from 0 to -50 feet Mean Sea Level.
Followring deposition, the Tarnpa Limestone formation experienced emergence, where erosion of
the surface and solutioning occurred that resulted in the development of surface irregularities and
solution cavities. Dense, plastic clays nearly eWerywhere overlie the limestone, and is a residuum
of insalubie rninerals cor�centrated by the sQlutioning of the limestone formation. This residual clay
indicates that the majofity of the solutioning activity occurred at the lim�stone su�face. The
contorted bedding planes of the clay reflect the underlying solutioning activity of the limestone
surface.
A sequer�ce of sand and clay overlies the eroded surface of the residual �clay or limestone, where
the c{ay is absent. Stratifications of this unit are relatively undisturbed, indicating that deposition
occurred after the weathering pe�iod of 4he Tampa Limesfione formation. l'he uppermost deposits
consist of fine sands containing clay with depth. The sands have no bedding, and are non�
cohesive except for some zones of cementation that exist near the surface. These soils are of the
Recent to Pleistocene Epoch.
3.3 So�l Survey Inforrnation
Based on the Soi! Survey for Pineflas CouRty, �lorida as prepared by the U.S. Department of
Agriculture Soil Conservafion �eNice and �ssued in 1972, the predorninate soi{ type at the site is
identified as made land-Palm Beach association. The rriade land — Palm Beach Association
consists of nearly level land. The soil survey does not state the seas�nal high water tabfe.
The site is identified as made-Qand san�tacy f II consisting of sand, clay, shells and shell fragments
of varyir�g proportions deposi#ed ovPr refuse anc� garbage.
3.4 Subsurface Conditions
7he subsurfaGe soillrack and groundwater conditions outlined below highlight the major subsurface
stratifications encountered durin�l this geotechnical exploration. More detailed descriptions of the
subsurface materials encountered are provided on the attached boring records. Wl�en reviewing
the bdring records and the subsurface conditions outlined belo�v; it should be underst�od that the
subsurface conditions �vill vary across the site and between the boring locations.
City of Clean�vater February 26, 2001
(�ORE Job No. 24-0670 Paue 3
Also, the groundwater levels should be expected tc� fluctuate due to seasonal climatic variations,
changes in surface water runoff patterns across the site, c�nstruction activity and other interrelated
site-sperific factors. Since grcundwat�r level variations are anticipated, design drawings and
specificatiorrs should accornrnodate such possibilities and construction planning should be bas�d
upon the assumption that variations will occur,
We attempted to locate our borings beyond the landfil! waste ce!!s. Our borings generally
encoun4ered probable fill soils to depths up to approxirnately 25 feet below ground surface. Fill
soils are naturaiiy accurring or natural!y deposited soils which have been disturbed at one tirne
through excavation and again placed by rnan-made mechanical means. The soils within this zone
gen�rally consist of loose to rnedium dense la�ers of sands, clayey sands and sandy clays.
Occasional pockets of soil containing minor arnounts of organic material ar�d debris were atso
encauntered. Underlying these materials are clayey soils of variabl� thickness. The limes�tone
formation was encountered in mast of our borings at depths ranging from approximately 35 feet
to 45 feet below ground surface. At depths ranging from approximately 45 feet to 90 �feet, very
hard calcareous clay with limerock fragments were encountered. Near the central portion of the
proposed construction area, the lirnestone forrnation was encountered at much greater de�ths. Our
Baring B4 was advanced to a depth of about 130 feet with no competent lirnestone strata
encountered until the very end of the boring. This boring encountered fine sands to depths of
about 80 feet with soft to stiff clays below. Several drill r�oc� drops of up to 6 feet were observed
in this boring. Drill rod drops of up to 12 inche� were also observed in our boring B2 in additiori to
losses of drilling fluids in this and other borings.
Groundwater levels were generally not encountered in our borings within the upper �ight to ten feet
with the exception of boring B-11 where groundwater was encountered at a depth of approximately
seVen feet. Selow these depths, wet rotary driiling methods were us�d, whicli can rnake the
determination of the groundwater level within the boring difficult. From review of subsurface data
contained in previous reports pre�ared by others for this site, groundwate�- levels uvere encountered
within the cells at levels ranging from 5 feet to 20 feet. These variations in groundwater levels can
likel� be attributed fio perched groundwa#er conditions through �he fill mass. Groundwatea- levels
also fl�ctuate with time due to seasona! rainfali and locally heavy precipitation events; therefore,
future groundwater levels may be encour�iered at depths different frorn those indicated by our
borings.
�
City of Clearwater February 26, 2009
QORE Job No. 24-0670 _. Pape 4
4.0 GEOTECHNICAL Et�GINEERiNG EVALUATlON
4.1 Basis of Evaluation L� Recommendations
Our ge�technical engineering evaluation of the site and subsurface condiiions with respect to the
planned construction, and our preliminary recommendation� for foundation design and site
preparation/construction, are based upon: (1) our site observations; (2) the field exploratory test
data obtainzd during this geotechnical exploration of the site; (3) our review of published
engineering/gealogical I:ter�ture regarding the Tampa Bay geology; (4) aur review of previous
reports prepared �For this site by others related to past usage and (5) our understanding of the
project information as presented in this repart. If the building locations are altered, please contact
us so we may review our recommendations. Furthermore, if any site or subsurface condition is
encount�red which appears to deviate from data obtained during this geoiechnical exploration (as
doc�mented her�in), please contact us immediately. We will need to visit the site, observe the
differing conditions, and thus evalu�te the new i�nformation relative to our geotechnical evaluation
and recommendations.
402 Evaluation of Sinkhole Potential
The reference sources reviewed during this geotechnical exploration indicate that geologic
condi�ions in the T�mpa Bay area are conducive to sinkhoie development. The attached Sinkhole
Potential IUlap, prepared by Florida S±ate University (See Water Resources Atlas of Florida - 1984),
indicates a moderate potential for sinkhole activity in the Tampa Bay Area as well as the project
sife vicinit;r. In addition, frarr� conversations with repr�sentatives of the City of Clearwater, it is our
understanding tha4 sinkhole activity has been reported in surrounding areas.
A review of the SPT' boring data sl�ows dri{I rod drops of 6 inches to 6 feet within the natural
clayey/silty soils and the lirnestone formation. Also, the 100 percent loss of bentonite driiling fluid
within the above mention�d stratum in some af the borings, can be indicative of vaids/cavifies in
the limestane surFace.
There ar� no presently available theories or procedures for predicting the type, location, size, and
frequeney of sinkhole occurrences at a specific site. However, it is passible to qualitativ�lv evaluate
sinkhale potential for a given region, if the generai geology of that region is understood. The
available engineering/geaiogical literature and the site specific geotechnical data suggest the
potential far $inkholE development at this site. However, this potential can be drastically reduced
with proper site remediation measures.
4.3 Foundat�on R�Iternat6v�s & F�eGOmmendations
The main geotechnica! con�erns for this site are rela#ed to grourad subsidence caused by; (1)
volume chan�es in the waste rnass due to decay or compression of waste materials and; (2) the
passible development of sinkholes due to ioss of overburden materials migrating into voids/cavities
in the natural clay strata a4 the surface of the hard limestone.
To substantially reduce fhe potential fnr ground subsidence at this site due to possible sinkhole
activity during the life of the improvements, the site could be "pre-treated" to consolidate/fiill (or
pl�g) th� voids in the limestone surface and in the underlying clayey soiis that exist within 4he upper
portian of the limestone formation. This can be accomp{ished through Compaction Grc�uting.
City of Clearwatar February 26, 2001
QORE Job No, 24-06i0 Paqe 5
Cornpaction Grouting consists of deep injection of low slurnp mortar grout (siump of three inches
or less) und�r pressure to physically fill voids in the soil and compress/consolidate soft soils in a
way to reduce the potential �ar future sinkhole development. �or fihis project, Compaction Grouting
�would corsist of injectinc� grout from the hard limestone rnaterials up to the firrn coh�sive soils
below the waste materials. Treatment can consist of equally spaced points along a footing line or
a more extensive grid pattern ber�eath entire buildings or structures.
After pretreatment to reduce the pat�ntial for sinkhole activity a� this site, long term subsi�ence
frorn consalidation/compressian of the landfill materials will likely occur. To reduce the potential
far disturbance to the planned structures due to su�sidence of the existing waste materials, the
structures should be supported by a deep foundation system installed into competent bearing
materials be(ow the landfll. The City of Cle�rwat�r has requested that driven piles or deep
dynamic compaction not be �onsidered as alternatives for improving this site due fio potential
ground vibrations that rnay develop. Therefore, dril(ed concrete piers �r a system of driiled
minipiles can be used. The minipile typically consists of higl-� strength steel pipe, which can be
drilled to a desired tip elev�tion and then grouted.
Either �oncrete piers or minipiles are capable of developing high capacities �f properly founded in
cornpetent bearing materials. �ased on our subsurface exploratian, the depth to competent
bearing materials are highly variable across this site with the depths r�nging from 35 to 130 feet.
Once more detailed foundation plans and loads are developed; additional borings should be
performed to establish a depth to a competent bearing stratum within the established limits of any
building.
We estimate concrete piers 3 to 6 feet in diameter drilled a minimum of 10 feet into the hard
lirnestone formatian at depth can likely develop capacities of approximately 300 to 600 tons
respectively, In ad�Jition, minipiles approximately 6 inches in diarneter also installed a minirnum of
10 feet inta the hard IimestonE material can likely develop allawak�le capacities ranging frorn 25 to
50 tons. Wh�n the additiona! dri!ling is performed, the unclerlying hard lirnestone should be cored
to abtain samples for laboratory testing. This laboratory testing can provide insight to the actual
strength characteristics of the limestane bearing materials,
A,n alt�rnative �o the deep foundation system is to cor�5truct the buildings and stru�tures on
standard shallow foundations bearing in sefect compacted fil! so�is after compaction grouting to
reduce possible sinkhole activity. This will require the excav�tion �nd rernoval o� the existing� fill
soils and waste material within the footprint of th� planned bs�ildings and structures down to
cornpetent naturai soils. Any unsuitable materiais or firash excavated should be dispased of off-site
at a �uitabi� disposal site. The removed materials should be repiaced with ciean, statically
cornpacted structural fill. The horizontat Oimits of the removal areas shauld extend at least 20 feet
beyond the p�rimeter of the irnprnvernents.
An allowable soil bearing capacity of 3,000 psf can typically be achieved for footings aearing at
ieast 1$ inches below grade in properly placed and compacted strtactural fifl. hligher capacities can
also be achieved for deeper depths uf embedment. Once actual building loads are established,
allowable bearing capacities can b� provided along witf� calcul�ted settlernent potential.
Ci�jr of Clearwater February 26, 2001
QORE Job No. 24-0670 Paqe 6
5.0 SITE PREPARATIOIV RECOMMEND�lTIONS
5.1 Groundwater Con7rol
Croundw�tEr was encountered during our drilling operations at depths greater than 10 feet.
However, based on our experience in the area and our review of reports prepared for this site by
others, we b�lieve that it could be encountered as shallow as 5 feet. If groundwater exists at these
lev�ls, then encroachment upon the grQUndwater could occur during grading and foundation
construction. Therefore, some dewatering of the site may be required during construction. If
necessary, dewatering and groundwater disposal will be addres�ed by the city at that time.
5.2 Methane G�s
The organics present on-site indicate that methane gas will likely be generated during the design
life of the s4ructures. Methane i� a colorless, odorless g�s that is lighter than air. Methane is
explosive at some concentrations and flammable at others. The methane can rise and collect
under slabs and be funneled into areas through cracks. The presence of inethane presents a
health and safety risk, but can easily be dealt with. During our drilling operations at this site, gas
by praducts associated with the natura! decay of organic materials were monitored using an LEL
rneter. In sorne of our borings, significant cor��entrations af inetiiane were dete�ted which resulted
in the need to stop drilling and vent the boring.
If deep foundations are used, we recommend an undersl�b venting sysiem be used. Even ifi the
organic materials below the structures ar� removed, hrarizontal migration of the gas can result in
rnethane concenfirations developing in encfosed structures. The development of a detailed venting
system will therefore be necessary once designs are finalized.
6.0 PL.AI(I�1(a �lE�LD �►iVD PAV�MEN1' A�2FAS
From a g��technical standpcint, the playing fields �nd unimproved parking areas can be
construcfed at this site on ground as it currently exists. Hor,vever, it is likely that unduiations and
irregular contours may develop across the ground surface over time which witl require attention
and maintenance when they oc�ur.
Several options exist which can be considered to improue the perf�rmance of the playing fields.
The opti4n which will likely provide the least requirernent fur fu:ure maintenance i� to undercut and
rernove the existing fill and landfifl materials and replace them with clean structural fi(I praperly
placed and cornpacted. Anoth�r option is a partial removal by und�rcutting the materials to a depth
of fien feet and r�placing the removed materials with structural f�ll and a geote�ile fabric and grid
placed throu�hout the fil! mass. T�ie fabric sFyould be placed �t the base of the removal ar�a and
at 3 feet ofi vertical height.
Constructing a temporary soil surcharge to further consolidate the underlying deposits can also be
considered. Settlement monum�nts can be installed to monitor th� amount and time rate af
settlement which will or,cur. The end result of this option is dependent upon the time the surcharge
is left in place and may ta�:e several months io achieve suitable resul�s. Th� time required for the
surcharge may conflicf with construction schedules. On addition, surcharging will not eliminate the
potential for seftlernent due to future decay of the organi� waste rnaterials. To estimate the amount
of consolidation which can be achieved, controlled fills 5U feet by 50 feet square by 10 feet high
City of ClearwatQr February 26, 2001
QORE Job No. 24-06T0 Pa_qe 7
can be constructed at the site and monitored over time. These test fills can provide insight into the
magnitude and tirne required for consolidation #e occur.
These op#ions can alsa k�e applied to access roar�s to he{p reduce future rnaintenance and improve
performance. If a partial undercut is perfor�ned in the roadway areas, the undercut can likely be
limited to 5 fEet in depth.
Detailed traffic toading conditions have nofi been developed at #his time. Due to the highly variable
subsurface conditions, which exist at this site and the pot�ntial for minor subsidence, we
recornmend that a flexible pavemenf section be considered for access roads.
7.0 LIe1lIITATIONS
This report has been prepared for the exclusive use of The City of Clearwater and their designers
for the specific application to th� project previously discussed. Our conclusions and
recornmendations have been rendered using generally accepted standards of geotechnical
engineering geology practice in the state of Florida. No other warranty is expressed or implied.
T'his company is not responsible for the conclusions, opinions, or recommendations of others based
on this data.
Our conclusions and recemmendations ar� based on the design information furnished to us, the
data obtained from the previously described subsurface exploration, and our past experience.
They do not reflect variations in the subsurface conditions, �rhich are likely to exist in the region of
our borings and in unexplored areas of the ssfie. These variations are due to the inherent variability
c�f the subsurface c�nditi�ns in this geologic reginn. Should variatians become apparent during
construction, it witl be necessary to re-evaluate our conclusions and recornmendations based upon
our on-site abservations of the conditions.
The site, like the surrounding area, is underlain by limestone bedrock that is susceptible to
dissolu#ion and the subsequent �evelopmer�t of karst features such as voids and sinkholes in the
natural sail overburden. Canstructior� in a sinkhole prone area is therefore accompanied by some
risk that internal soil erosion and ground subsidence could affect new structures in the future. It
is not possible tQ investigate or design to compietely �liminate the pos�ibility of future sinkhole
r�lated problems butwith proper rerr�edial rneasures the risk can be greatly reduced. In any event,
the Owner must understan�i and accept this risk.
The scops of our �ervices did nat include any �nvironment�l assessments or investigations for the
possible presence of hazardoe�s ar toxic materials in the s�il, groundv�rater or surface water within
or in tl�e general vicinity of the site studied. Howeuee-, it is our understanding that these issues
were addressed by others. Any statements made in this report or shown on the test boring logs
regarding unusuai s�absurface condifiions and/or compositien, odor, staining, oriqin or other
characteristics of the sur�ace and/or subsurface mater�a{s are strictiy for the informatian of our
client.
If c�anges are made in the overall design or Yhe location of the proposed f�acilities, or if the
finish graales differ from those discu�sed �erein, the recommendations present�d ir� fiirois
repart must not be considereci vaiid unless the changes are review�d t�y our firm and
�ec�mrn�ndations rnodified �r verifi�d in writing. W� should be given the oppartunity to r�view
the foundation plan, grading plan and the applicable portians of th� project specifications when the
design is finalized. This review will allow us to check whether these documents are consistent with
the intent of our recornrn�ndations.
City of Clearwater February 26, 2001
(�ORE Job No. 24-0670 Pape 8
The Boring Records present our interpretation of the subsurface conditions at specific boring
locatians at the time of our exploration. The stratification lin�s represent the approxirn�te boundary
between soi! types. The actual transitions may be more gra�ual than implied.
For more information an the use and iimitat�ons of this report, please read the ASFE document that
follows this page.
:. , . : .
t _ , ...
: . ..
, :; : ..
,.
, .. , _.
, _
.
. . , .
. , ,. ,. ,
� - ;.
,, ��
.� .. ,: � .
,. ...�..�..
,. �
. ..
_ . .. .
;
.
.
.
� :
.. . _
. .
.
:. . .. .
: .. .. . .
, , _,, _
.
:.., ,,. , . _
1 �- .
, . , .. . .. , . .. � . .
... , ., . . . . _
. . . .. �. ,. � �.�� � - �
.. . � ., � �'� - � .
i.
, .. :. ; .. �..., . . _ . . . ,. .
�.
.. . . . .-: � . . � . . , . ..
..�, :. t.y ... ..,. �... � `:' . . . . .
�.. . .,. . ..
. . . '. • _ . . .. .
.. �� . ... �,. _. _.r ..� ,
� .'.. .�.. �,-. �. � . . . ' . . '
5 .. .... . �.r . " '
� �''
� � .,:� .. . � . ; . . ;t. :.: '.. . .. ' .
' . ,: �.: ' . , ' . ': ' . ' _ _ . _ , . . ' .
a
.�. _. .. . '. . t.. .. . .
. �.. '.:. �. . � : . � - . .
.
` :..1.' ' . . �.. . .�. � : .... . : " .. � � - . .
. . . ..: .._ '
.
... .. ..'.: . :. .. . �� .. .: . �� . . . .
� ... : .' .. , , . �: . . . .
. .. . � . . . . .: . �.. .. ..� .. �„ .. ..
".. :.
; ' .� .. � ,� . .. .. . �. ..
..;. :, . .. .. ..." _.: �... ... ... � .. ,.. _, �+��, , ,
� ... : . .' . , .�,.. �. ,: .� . ' ,'�.
._�:: '����' .�R
ts� "'' " .'.. . ' " ' . - . ' _ . .
����� . . , ' .t. .. . . � . . ) . .
. :. : .. ._ C � . � . .
;
`. . . } . . . ', , . . : . ' . � . . .. . . . . . . .. � . .
. � .. . . . .'.: . ' _ . .
�."'.. . r . .. ..: ... . . .. . . . .
�` .'-.. .:. . .. . ,: t . . . .. . .. . .
�
�. ., . � " � . ,-: , .. . . , .
, ,. '... � . . .. . ��' .�,'.
�'.
' .: ' �. :. . �. � :- .': ,. . . . _ . . . . ., �
' . .�..: . : � . . �: :. :_ ' . . , .. . .
:.:. . .. : S . .�.: _ .: . ....�' . . . . ..
.. :.. . . . ._ . .
.. . � .. . . . . .
..- ". �, ., "'.' �' ,. . : , :' . ` r.t . � . . , . .. .. .. . . . �� . . . . .
.. .. .: � ;. .�.. . , . � , .. .
7: -.
,. i ;
- , '_ _ - ,
,.
,. . . <� � , „ ..
. .
. :.
.
'�i.;. . . :. >. .. . � �. :.�. �; � - " . . � . � . . � � . .. ' � . � '� . � .
... _ .� ...��. . . . . .
-. ,. ��. .. .. ��.. - .. . . . . , _ ,
�;� � .'.. .-.
f. .. ; _ ,._ �. . . . .., .: �: , . . . . . . .
. . . � ..,�.; . . ,.. . . , . . . . .. . . .
..., � . ; ,,. ..: . �. . �.. . �. � . � � . � . . . . . � , . . .
_..
.. . . F . � ..: .:� ' �.- � . .
-. .
�. . . . ... : � .
� .{�, ,�. .. . � . . :, �.:�..� ; .'
.. .. :;, ..� .,. . . . . . . . . .. . . . . � . . .
. ..�,..�. � . . ��.:., � . . .. . . , ::. . , . . . � . . . . _ ..
_. i;t.
�
� 1.'.i � `` h �� �'' � .�; '.I
`�:: ; � - - :i.- l��:
�� -
Ge�technicai Seruices Are Pe�farmed for�
Spec��ic Purposes, Persons, and Projects
Geotechnical engineers structure their services to meet the spe-
cific needs of their clients. A geotectinical engineering study con-
ducted for a civil engineer may not fulfill ti�e needs of a construc-
tion contractor or even a�other civil engineer. 8ecause each geot-
echnical engineering study is unique, 2ach geotechnical engi-
neering report is unique, prepared solely fior the ciient. No one
except you should rely on your geotechnical engineering report
without first conferring with the geotechnECal engineer who pre-
pared it. And nu one—not even you—should apply the reoort for
any purpose or projAct except the one origina�ly contemplated.
A Geotech�ica� E�gineerin� Rep�r� �s Sased un
A Uniq�e Set oi C�roject-S�ecific Factors
Geotechnical engineers consider a nurnber of unique, project-spe-
cific factors when establishing the scope of a study. Typical factors
include: the client's goals, objectives, and risk management pref
erences; the general nature of the structure involved, its size, ar�d
configuration; the location of tF�e structure on the site; and other
�lanr�ed or existing site improvemen�s, such as access raads,
parkin� lots, and underground utilities. Unless the geotechnical
en�ineer who �onaucted the study specifically intlicates other-
wise, do not rely on a gevtechnica! engineerin� report that was:
o not prepared for you,
s not prepared for your project,
� not prepared for zhe specific site explored, or
a comnleted before important project changes wPre made.
Typica! changes that can erode the reliabili*yo uf an existing
geotechnical engineering report include those that affect:
o the function ofi the oropased structure, as when
it's changed from a parking garage to an office
building, or from a light ind�strial plant to a
refrigerated warehouse,
� elevation, configuration, location, orientation, or
weight of the praposed structure,
• cornposition o� the design team, or
� project ownership.
As a general rule, always inform your geotechnical ergineer
of project changes—even minor ones—and request an
assessment of their impact. Geotechnica! engineers cannot
accept responsibility or liability for problems that occur
because their reports do not consider developments of vrhich
they were not informed.
S�b�urfa�e Condition� Can Change
A geotechnical engineering report is based on conditions that
existed at the time the study was performed. Do not rely on a
geotechnical engineering repart whose adequacy may have
been affected by: the passage of timE; by man-made event�,
such as construction on ar adjacent to th� site; or by natural
events, such as f(oods, earthquakes, or groundwater ffuctua-
tians. Always contact the geotechnical engineer beforE apply-
�ng the report to determine if it is stiil reliable. A minor amount
of additional testing or anal�sis could prevent major problems.
I�os� Gep�te�hnical Fe�dings Are
Pro�essional O��ngnns
Site explorati�n identifies subsurface conditions only at those
points �vhere subsurface tssts are conducted or samples are
take�. �eotechnical engineer� reviEw field and laboratory data
and then apply their prof�ssional judgment to render an apinion
about subsurface conditiors throughout the site. Actual sub-
surface conditions may differ—sometimes significantfy—from
those indicated in your repart. Retaining the ge�technical ergi-
neer who devefoped your report to provide constructien obser-
vation is the most effective method of managing the risks asso-
ciated with unanticipated conditions.
A Report's Recomrnendations Are Nof fi�al
Do not overrely on the construction recommendations inciuded
in your report. Those recornmendations are not final, because
geotechnical engineers develop them principally from judgrnent
and opinion. Geotechnical er�gineers can finalize their recom-
mendations only by observing actual subsurface conditions
revealed during construction. The geotechnical engineer �vho
developed your report cannot assume responsibilit}� or liability r'vr
the report's recommendations if that engineer does not perform
construction observation.
A Geotechnicai Engi�eer�ing Report Is Subj�ct
To Mi�in�erpretat�oro
Other design team members' misinterpretation of geotechnic;ai
engineering reports has resulted in costly problems. Lower
that risk by having your geotechnical engineer confer with
appropriate members of the design team after submitting the
report. Aiso retain your geotechnical engineer to review perti-
nent efements of the design team's pians antl specifications.
Contractors can also misinterpret a geotechnical engineering
report. Retluce that risk by having your geotechnical engineer
participate in prebid and preconstruction conferences, and by
providing construction observation.
D� No� Redraw t�e Engi�ee�'s Logs
Geotecnnical engineers prepare final boring and testing logs
based upon their interpretation of field logs and laboratory
data. To prevent errors or ornissions, the logs included in a
geotechnical engineering report should never be redrawn for
inclusion in architecturaf or other design drawings. Only photo-
graphic or electronic reproduction is acceptable, but recognize
that separating Eogs frorn the report can elevat� risk.
Gdve Contractars � �o�nplete
Report and Guidance
Some owners and �esign professionals mistakenly be!ieve they
can make contractvrs fiable for unanticipated subsurface condi-
tions by limiting what they provide for bid preparatian. lo help
prevent costly problems, give contractors the complEte geotech-
nical engineering report, but preface it with a clearly written let-
ter of transmittal. !n that letter, advise contractors that the rep�rt
was not prepared for purpases of bid development and that the
report's accuracy is limited; encourage thern to confer with the
geotechnical engineer who prepared the report (a modest fee
rnay be required) and/or to conduct additional study to obtain
the specific types of inforrnation they nee�� or prefer. A prebid
conference can also be valuable. Be sure contractors have suffi-
cient time to perform additional study. Only then might you be in
a positian to give contractors the best information available to
you, while requir�ng them to at least share some of the financial
responsibilities stemrning from unanticipated conditions.
Read Respunsibility Prove�ior�s Ciosely
Some clients, design professionals, and contractars do nat
recognize that geotechnical engineering is far less exact than
other engineerin� disciplines. This lack of untlerstanding has
created unrealistic expectations that have letl to disappoint-
ments, claims, and disputes. To help reduce such risks, geot-
echnical engineers commonly include a variety of explanatory
provisions in their reports. Someiimes labeletl "limitations",
rnany of these provisions indicate where geotechnical engi-
neers responsibilities begin and end, to help other, recognize
their own responsibilities and risks. Read these provisions
closely, Ask questions. Your geotechnical engineer should
respond fully and frankly,
Geoenvironmenfa� Concerns Are No� Cmvered
The equipment, techniques, and personnel used to perforrn a
geoenvironmental study differ significantly from those used to
perform a geotechnical study. For that reason, a geotechnical
engineering report tloes not usually relate any geoenvironmen-
tal findings, conclusions, or recommendations; e.g., about the
likelihood of encountering unc+ergraund storage tanks or regu-
lated contaminants. Unanticipated environmental problems have
led ta numerous project failurPS. If you have not yet obtained
your owr� geoenvironrnental information, ask your geotechnical
consultant for risk management guidance. Do not rely on an
environmental report prepared for someone else.
�ely on bou� Gevieche�i�al E��gine�r fior
Addi�ional Assistanc�
Membership in ASFE exposes geotechnical engineers to a wide
�rray of risk management techniq;�es that can be of gPnuine ben-
efit for everyone involved with a construction praject. Confer with
your ASr�-rnember geotechnical eng�neer for more information,
P'ROFESSIONAL
FIRMS PR/�CTICING
IN THE GEOSCiENCES
8811 Colesville Road Suite G 106 5ilver 5pring, MD 20910
Telephon2: 301-565-2733 Facsirnile: 301-584-2017
email: info@asfe.org wvvw.asfe.org
Copyright 1998 by ASFE, Inc. Unless ASFE grants written �ermission to do sa, auplication of this dccurnent by any means whatsoever is expressty prohibited.
Re•use of Lhe w�rdinq in this document, in whole or in part, also is expressly proh�b�ted, and may bc done only with the express permission of ASFE or (or purposes
of review or scholarlv researcY��.
fIGER�J6983.5�1
;:. , . .
,
_ .-. .
; . ,.
; : _
� _ _ ....
_ : -. � : .
, ,. .
:. x
PLATE�
�, :
; .
_ :_ .
. . , ,.:. _ . , _
. _
: �
, ,
� Y.:
.. � ... . ; � .
.
. . . . .' '- . . ` _
.;
� : �� '_ . .. . . .:� � .
c ..:.
...: ,: .:. . I. _ q' . �.' ... . .. �. �.� : .:,,, t..
, •
, . . '. , .. .. . -. .
.� . ' ... '. '. _
' ' :" �- L' ... . '' .
. , . .. , . ..;' ' ,. , ' .
_1
� . .. . ... . �. _ 1, �. �� . ..:�. .t.,
i j t
.. , ., - . . 3 , . , .
. .... ..:. � . :� . . . .
-. .. i . �� , . . , .' ' .: . _ "
.: ' . : � � '� - .
r
. . . . , . ". . �a t.' ' �'.L'. '
. . . . . , .. , v . . .
�. �' � : � �' ..
. `
., ' . . '�.. .- � . . - " ::
. ��. � . . .. - -' , > � _ .
. '+. . } - . . i.
.;
o.
;'
.:'.
.. . . :.. .. . .. . : ... -
. .. . � . .,. .. . � .. . '. � .. :... .
. ,.: ...
,
. .. . :, . �.1 .�:. � ..1':.-.'�. i. . . _
�.. �. : .,� �: %..
., ��. . : .,.
.. ; ._ . .:. . ,:_�.. -�� ..., , .,: . _ .. ,
�: _ r
� ,:'. ..: . �:. ..,. _ . . . . .
� � �' .� s'.'.. . . , ' t'�� � '
._ . . . .. . . .
. .. . ..., . .�: �:.� _ .
� :. :'� . " ; ... � .
� .' ... : . . . t . ...'. .
. ' _ ��; . ' � � '
. � . � �� ..Gi,` " � . . ..
_
. � � ,_ .._ .. �. � _
. . : : : ' :. } � x � � � � '! ' .
, J �.
� _
.� ... ,. . ..., , ... t v �, _ .
' . . � . i. . . ,�, .� ! .
.., . �. J. . .:: .: _ .
.: . .: . t .� . . '.: � ..
�.. .. ' f .� . . . _
. ;: .� .: .:� _ _ ' .
�. �. � :. . -� .� ::' - . .
�
. . ' . . .. �.� . . '. . . . .
�
, .,:. . ' * ' ' � ._ , :.�'� �'.
�.
. ..' �� z �;. . ..� . .. -.. i ,
. ... �'<...<. . �. .� . ...
�'�'..I. ..
...
._ ':. . , t '.�- .,�
.... ...., �
. . . i .� . � '� : • , � . ...:.; ' '.. '.
: �..�e'.. :.
.., e:�. . t : e. a.. :, . �. . _ . a,v .. . � . .� , . i
1"
� 'v
.
'. . . .,. . ., : ..� � .. ..
�; . . : . ' .: ' � {. � . .:
�
2
. .. ..., �', .:; � .;� - _
' .... . ..- .,. . �-. ..:
. . '..-� . ..' � . `
. . . ... . : .. . . � � !:, �_ �
_ ' k
.� 'y� . ,- x ,•• '.
� :. ' ':. •..'. '� a .. �:� ' .� • ' - � . .
� , ° ..:. ..:'..
. F
i !
. :. .' ... . :'
. . . '. . .. .. ':. .. ; .
. . .. �.. . - � ��.e.. :..�. �. .. .. _ . ,. �. . . ..' ,.
. . . ._ � : � . .�, . .
..� .. ... ..... . . ,. . ._. .. . . . ....
. . . . � . . . � ��::'. . ., . . .. . . . . . : . .
(
_
. . ` - ' `... _ _ . _ . .
.... . .�'- ' .�. - . .
` '
.� . . . �.� �:
; �
_ . . � .i .r .... _ .:.
_
' : ' . . , t � . ,-, .: '
. . • . �� a _ � ,
� ! �
_�
. . . . . r �.. .�: : .; _ .
. � � - r _ .. � � �.
`, - �
.
. i
� .. •' �
. . �
�.
t
�
,
�
a
TENNI5
COURTS
B-10
SHARKEY ROAD
�
�
�
A 8-3
OREW STREEr
� FIELOS
O
0
(-1
e 8-8
e �
8-i1
�
0
0
�
2
�
V
� o
v
O
0
e B-s
ee-��
e 8-4 .
l F,�
B SPT B�RING LOCATION
CITY OF CLEARVIIATER
� � � ��
PROPERTY SCIENCES
1211 Tech Blvd. Sultc� 200 Tampa, Flaklo 33619 (813j 623-6646
PARKING
� 8-13
Q B-2 � B-1
SGALE
�--� � .
0 200 FT.
DATE ,IOB NO. PIATE Np.
� t/y�/o� z��os�o �
BQRING LOCA,TiOfd PLAN
PHlWES TRAINING ST�DIUM
CLF.ARrVATER. Fl.ORiD/!
�
',�
i .,:' ` � ,t _,,�
}. �`4��. �i .. . . .
,�. '_; +:fi,_ 4 `
yx�r.','r4;���, �!,
�,n,. �<<'�5'`tr,JY+r,}
Pj�,;;7�t% �I. `:ti+.:;;S•,�i'1 �
�`=9.: �-.:.i :!.y t.
�r,:- c'>�-; � ' ��'�",,t '�r;'
�u'.r...: `��i`"a!::��:c. }��n
Y:�:;;��`:�la+'i'��ii:,?'S��^.. F�a�:1ii
(� ��rF;`�a'>:.::��.� ;�a
_ „ _ � ' � i` i' ��ri
�a.A � ' . � f � „�, � •. r �
�, f -
:�-.... "�"_.�� 1'i
� T .`t
. � , �. . � . . � `y . ':t � �t �_�_ . ..,� •.�,.,' ' `. . _ ' ,� .
� . � . . � f . ��,1�'. ' � ,
. � � . � � . 'r� � � � .{[�`.i �
� �' � r,[ `,
. . " . . , , % ` _ _ %,. ` �`� i .. . ( .
. . . . . t C� � . .
. _ � . . . . . ,.�� , ' .
`'�r --!' _, � 1�';,
t �..,
� � i� .�:' �.��- _ ` r, .<',_
Increasing ;'t. �. � �- �-'
possibility `--. > .;4 ` r .�'r
i � ^f Artesian flow and/or more than 100 feet of overburded. � ! '= '~ `� � � ' �' �--1 � � ' ��
._. __....� 1�� � � :�.~ l : �1 s
j�, '� �� Stable prehistoric sinkholes, usualiy steep-sided, ,� ' ��� �Y.1
�-'=-% flat-bottomed, either dry or containing water, J� �`^s�.,� �, � "�
. f;�'� � _ �`�•.
�.�t.:. �.: ..., : , - �`,
Limestone at or near land surface. High sinkhole �, �c ..t�--•: �'�
density, but moderate intensity of surface collapse �'�� •-- -� -=-�----��� �� �?s
due to lack of overburden. r.,--. � �� �` `
. , �Lv y• � ' , ��'' ' �
,i � -. . � . � � �'. � �'� j i '�
Moderate overburden ove�lyi�g cavemous limestones �' ; �``t;:; ` .s.-,
with high water use and history of steep-wailed, wide `,. � '�-� '-` �^'-•,;� �-''
sinkhole colla se. � � `
P H.:.�;�_._.,_ ._.... _ r,,;: `�
'r,.. .,` -: ! _ __v._..._y. . ?. A ... . . �,
�1: i .—..-- { � . �.
' � . �}
� n,��
� �� �� rr '' . . { .
Z;y . i '
' . ' ' . . ' . . � . . . ' ' . 1 il Y�4 ' , f _..��.� . ? � , � t .
. .. � � . . . � �t.l�' X1.i.�' �•� , .. i . � . �
r.:_:._f ' - _-_„�
� , �
.; . � . ;
_ . � . ' . . . . . � . . � ..`{ ; , � . . � .
. . . . . . .. � .. - � ' , . � ,' . . . . . . . . . ' �J. . V ..y (t,., . .
. .. . . . . . .. . . . . . . . . ^� "— � � . ; j .
, � � . . � � , .. � � , . . . . . . . _ ..{` .
.. . � _ . . . . � � . " . . , . . . . . . . . .. . . . � .> v . . j . � . . .
. . . , _ . . . . . . <' f,
. . . . . � . � . . . � , . . . ; . . ' � . . �. � . � . � . � . . . . � _, � � . f.l'� . . �
_ � . .. � . . . � Ni. } : �. •. !
� . �' . .'. �' .� � . .. :. � �'.:. . . � � . . . � . . . . � " � . . .
`�f • t •
. . ' . . . . ' . . ' . t' . p �"� 'f r r.
' . . � .._ .:_: � �. . . � � , . .. �. . � . ' . ' . . .. ' ' �. w .
. . • ' . - .. . . . � . ' ' . � . . . , .. . ' . . . ��' � .. .
' , . . . .. . .. ' ' . . � ' . ' .. . . ' � 'fi ' . , . .
. . . .. . . . .. . . . � .. ' . . . . . ' . �rtV� ' �:j)r . .. .
� . ' . .. . . . . . ' . � .. � . . : � � .. � . � ' , . . . ,. �q" � � �! . . . . � ' , .
� . . - � . : �`. . � . . - .
� ' � "� l:�. �..i. .' .: <.'. :... . .... . .�.' ..� . . . .'.:� ��: . . . . . , . . . ' .. . ' . _ . .. . . � . .�� .
. . .. . : ' .. ; : . . . . : . . .' .. . . . . . . . . . ' . . � .. . . . . . . � .
. . .. .. . � ' . �. . ' � ' . . . . . r� . . � . .. .
�
�
z
�
�.C�R�
I't20PERTY SCIENCES
121 1 Tsch 81vd. Suite 200 Tar7�pd, Florida 33619 (813) 623•b646
POS�IBILITY OF
SINKHOLE DEVELOPMENT
SOURCE: WATER RESOURCES ATLAS OF FLORI
`'
m
,, . . ;
,
.. ,
`: . `.. ':: _": . `
- i
. APPENDOX A
._
� �- ' " — KEY 1'O SOIL CLASSIFICATIOl� ,
. � -�
,.
.
_. , ;
. . . . .�
:{
.
. :_ , .
. .. , � _
:. : -
:
. ,. ,. : ::
; :.
, . . .. ._. ..
... .
,.
_ _ , ., , .
._ _. :.
, :.
: :: ;
_ ,.. _ e .,
.�.
.
r
. _ ,
�
, ,
x . :: ;
, .. ,,
. <,
;;. -. ,, :. : . . ;
. _
.
.; ,. �, , ,
, —
, ,_ ,
.
,_
r f
_ . . � . ... -_. . - _.. - . .
.� '.. �. . . ,-. . ',: . _ . .
. . . : r�. ..: �.. - , .: ,
y ,.
.. _�... . .. . � . . , .
,
... : . � ��:; .� � : . . �,
•
�
: � �� ���• �� ' �
. � ".; -. : .: �� ,�� .
. . . ,.. . ,,.
..
,.. .. 'r� ::a �'.-� :. r ?. r . .
,. . .,:` ..�.�. .... , -.. ..:-.:_..,. .:�'.. .,
.. .�._. .._;.. ...� , . . , +� - .
. ... . ..: .__... . .:.... �.: .,': ...... .e,. ... .... . . : % '�` .
r
>�.
� ..., ...":.. ��� ..� `:' .': � ` _ ..
, . . . . . . . . , �. . �. : + _ .
r *
�.: . . .� .: .��. . , r . : . . .
��. � :.' : . . . '_. _ .
A
I 4 $
,'• � '` ' . _ .
::.. .: : Z :'�.: F.:,:. � . ` ��; ~ _ _ L ;'� . . .
f
)
,�
� _ 3' �� � �.
; _. ,: ,. ,; -
�. _
- :" y -
. . . - : : : . , r.. .. h ��':
. . . . ... �. . _. _.
_
.: �. .. �. .��- .�: ., ..:
. . . .. -. ,. .�'> . .
:, . . , � . :. :_
. . � . . ,. , , .
� . i4., - .. �,1 i.. �;, � . .. �
;
... � '... � - .::�. .��., , . ' � ; V . y k .
f �
� • . r ' . ��� . � 7.
J ' 1
... � i �.� ' _ - . . - �
.. �. , '� . . .. t .. : . . ,
� � . : i .: . . � i. .��,. - .. . .
.. . r ., ., ,�,.. . . .�:.
. ..,, . . .:-... _;.. ..,_. _ _ ,...._..�. ;... .,. ��..
'.,�, . ,.:' �'
. . ....� � .. .: .' . .
j
�, ': .' .. . .. . . , .,.
. . . . r' '.' " __
,';
` .1 .
� : . �.�� ,i ��. �.e�t � . .; ' : .. . '_', . . . . . .
. . � ' . : ..: Y� ' ...' ' .. �.. . . . _ .
� .'... �.' � : ' ��" _ ' �; . .. , ^ . ., . . . - . , . . , .
��. .' ' , ..Y.�. .: �' ... - �. .._:..: . ..: : °...::" � ; '.� �/:. �: ��. ...:�:. . . :. �_.. ' . . . .. . . . . .. , .. , k
. � . . . . '..'... '.:.� .: .. . .,. . .� .:.. . ... ..� . ' ��: . ._ ' :'.'. 1..� . �.. . �. ' .,.` '. � :��� �._: . : � . � , . � � :r �.
G1tAVEL
x �,.�
x ..�e
f.�NO
1�
s
Fbw ChaA tor paasityiny Coarss-Gnined Soll� (Mors T'han SO x RebineC on No. 200 S�evs)
GROUP SYMBOI
GR�UP NAfWE
�w» GZ� rN i5Ce4 Q W —+<tfR w—..lY.tt�.e.e p...�
�G.t1 .na�o� iXJ� 21sY wr—► w.a7r.e�A r.wr ..a wd
G P < � sx r.�s ----.-•. r�,�� rw,� r,,,.i
Z16'X W---�. ►oor1Y N�d�O pr.M wrM rN
R.�..-«� �.. M►,------•. G W• G M �<� ss r.w —+ w.n.�..e�.r n.« .��r,
c�a ,,,d �sca�.7� >>sti �.�e —» w.r.�.e.e *..a .ra .�n ►�w ►.oe
r.,.,-ct. c�+.---�G W-G C� <�sx �.w ---►w.u�..e.e �..a .,e, a.r tw wrr a..
�w c�alu 21sY ur.. --� 1Y�111.,d.e p..d wrisA ae�, ..�' .«d
i Ii� (w ulh t�r �nd r�d:
n�..-M� a�►+ - G P-G M <�sx ►.�a - ro«rr r� a� �* �
C.rGI r�dla 1?Ce»�` �Z1S� w�d —a ►owlr K�d�d �n•N ..+� uls �n/ ww
"-�- Rn..-c t. c H. --+ G p• G C.�-«� <, a: uns ---► ►ao.rv r w.� Mr.d .,i� d.y t.. w.v w-
' ler CLML) Ztbi rM—► rowh M�Q M^� ���►�
(a ►.hr Wr ud u.�o
tiiw�IL a► MH-----s.G M --+.<16S red - - s:tep �+d
. rN..-ct o. cf+---+ 2�ss �r.e —.- srey �....� .m, ..�.a
�,rs t'.�.. GC <ts+c uw—oCl.r.�r �+•.�
>1SY. red - p��y M��I vrtl+ ie�d
---+� n�.+-c c. �I L---i G C- G M �<', sx ,w --.-� :a.,,, d.,�„ ,.,..,
Z15'L M�vd -%1t�r. d�Y�r !r�"��7 r�N ta+d
/wv1 CMZi Md 1SCe4 .S W <1SX /rss�l�.�'NN17ra0ed rwd
�C+eC� wdJK 1�CJ� .�`!P <iS� wT� _ w+�7°d�d M�d wrtH �rthl
p n d—� ►oerly pyd�d w�d
��21Sti �rs�1----► loorfir M�•6�0 aa+d �itH /nd
�—rrN..-+r� o. u��--.a.0 W-S M.�—� <�sti p...�—� w«+7..a.a wna .an� �w
G��i ind 15 z15X /n+r----�• Yle4lyrtd�d r�d �rtf� Wt u�f �n�d
Yrrr'CI.CYI,�—�.Sw •.SCi�<15: �rnwl—p WNI*rW�d ��d ritl� d�� for ►Jty :4v
Iw GIJYtL) 21SX Fs.+� --+ tN�Ayr�d u�d .r+tl� WY �M In�l
X f'vrs (w ��ItY d+T ��d M�rw
lirw-�Il o. MN----.�SP-SM�<�S�c ��.�+---�ao«tr �w,�s w.e..tr �►t
CyGf a�d/e. tXc7�� Zis1G r�.d---► r�r fr�4�d �+a+d vid� wt and �r...l
finar�Ct. GI,�---a..Sp `.S (�i <1SX pe�/ —� /ow}r �r�dd y�d +nM Wy i�r ult1� d�'
Iw Cl�ili �Z15'L �rs�+� `►oorhp p�dd Wad +.+M elry �nd pn�
Ia wihr dwr �� M�"'
• J....rsPw.-w�o.M�� _ .SM ---a••<tsx�..« -sat�,,.M
Z15X pnd--► S�Ity ��ed wn� Ms�M
�lY1L lin�s ► IieyrCt x C!1—i.SCi -----s <1S1i p�1 - CL��Y ure�
>1S% ��rd—► CS��► und �� p►�N
, �►r+..-ct�w�----.SC-5M--�-.►<tsx�� -sarr.d•r.r•�+s
215% re+d - S�In. daY�Y yM +�itH Ye�+d
NOT� - Peruntages �re based ort estimating amounts ol fines, sand, and gravel to the nearest 5'�.
Flo�r ChaR f�r Claaslfijinq Fne-Grai�ed Soil (SO x or More Pssses No. 2t?0 Sieve)
GbROUP
SYMEOL
QA�UP NA�IE
�14'.i Ow� t10. 2� G1S�i Olut Ho. 200 s{,y� �
'�7 � 1S•29X Olui Na. I00 X. m�d Z'L prnN-► lurf day vitl+ yrd
on o► �bo�� u--+Ci`• � X sed <% �n�d-� Lun dsy vidr qrtwl
X w�+d >_X �r�.•I C--a <15�L ptesl---o Yerrdp �On d�ry
"A'-tLr >]0'� P���I Na. I00� �'�>1S�i Vs+M----a
Sat�dlr tean cle�v wiM► parM
�G unE <�6 ni.�l�<1SX w+d------�CnNlh Iwn datr
>tSX wd—+�Crr�+AY 4an day wia ►�nd
<� �lut No. �00 �<1S'L plu� Na. 200 Sihy dar
15�29X a�u• No. 2Q0 -r t sard Z'Y p.*�1-sSilt�/ ds1� �iM we+d�
�vrn r�e —�--i� L-M L �� x �.�.a <x w...i -► s+'�r a.r .;a� �..�
��a�nis p�a o� o. aeo=« 1i sn►>A �n.r-�,�<�s'L p..d—+�s,xr�9r wFt�► rle�r
"/►"-�' �70'7� p1�+� Ne. 200 � �15'X w*+N---*� S+nM �e�r c�e1r +aid� �nw1
a 7G r++e <x rw'd ---'�-<ts�i .nd---sCr.o�liy �ey aall
Z1SX ued—�C�aa�tfl► u'1tY d+Y wttA rlArl
�<�OX plue No. 200 <1SX D�u� No. 200 tilt
�l•�� � � 1'i�2Y1i plu� No.�'`�! %� trnd Z'!� �n�d-►Sitt ahlt und
�`�a �1ots----+�`. �` X w+d CJL �r�sd--►Sitt witr �M
� wed >_X p�e�l �<1S'% pr�.�l s 5anQ1r Wt
� \�`>]0�6 Piut NIA. 20tl � ?1$7� ��w�l-----►S�ndy �Yt wiM9 ptowol
b srd <7i M���f �<13X trrd "G►n�lty 1i1t
fL4-�M�/ 1 ZtSx uM --►Gn�N1Y �ilt «iM u�d
OrMnen 1LL---/rird GO.TSJ--+'Q�.----a•3w ti�:� Sb
. <,O�t P7u1 No. 200•�o�<1S7i plu� No. 200 F�'t.drn •
�� 15�2?% Dlu� No. 200-� %►ud Z'!t �ne�1-�F�t d�V �itl� qrnd
PI /bwt� M�—'�'�, H % w�d GX Mn�l -�• FN d�/ whl� p�wl
1ia�'A'�Ir» 7i Mnd Z'i pe.sl ---►<13X a*�•1 `SM+�fr ht dsy
>?OX olw Flo. 200� 216si �rs�F—+LndY fri dsfr witA �rwM
X wd <x pa.l �.�-+� <1S1i wd---►Cnwfty fst a1r�►
qip�nis '�� Zt'S% wnd—+�Cn.�ily fn dry,ritl� t�ond
<?0'%o1w,�N.2C0 -�-s<1i1►�� No. t00 ElstSe n!t r
�b�m oW� NO. 200�. x �«.� �'s M..d-�•tt�i. �t .+a rnr
it ►1sv idoM'--�►�}{ �` g eew Gx psrr�l-►tl�M �t whA �wi
LL2�0 . "�"-+"» . . s.�r 2x �w� �.� <t�x M.�+ `sd.ar w.w �n
»o�c w. Me. �oo� �'` Z � f x or..+� -----+► s.n�r .e1Al. i�s .wo Ns.w
1 ivM « Ne�e1 �-r <1i1� aM ` C++rw�l M�tdR it
�,�� � 1l71 vN --�-'�* 4►w�R� �laet8� �t whM rd
/ l�-w�+� 1
�� \LS.-�l�bMr � 0.7'��—i�H --+� iw ItpM� te . .
NOTE - Ps�a aro Datsd on �nmtinq smounts d Onos. s�nd. and Qrsvul W tfw� noaraad S9t.
0
Q
�
�
�
U
J
il�
�
W
LL
�
�
co
ca
�
ti
�
�
N
�
�
�
4
Z7
C
c+o
c
0
C�
..r
�
c
a�
.�
�
�x
W
�
�
y
�
i/�
�
`
�
Q
�
a�
T ?• � r, >, ,.�
c�
�
N � N CLi V U
� C � N (C C � U N =' >' N �
� ..T. � � �
> � tn � C `p� � cQ — � �N U C1. a
`��° �' � °' `° `� �' � �"' a � �, s �,
v� a� > >, ?�
�
c �, > cv v >, v� �� `o 0 0 o c-°> >.
o � � � � � N � � �e a� � t �
n. � v� � y > v�i >, c`v = � o � � p i�
.L N C T ` °� � N� vcIIi � o �� c
� �i � � >. � � � � � •� N ca � � cv c�
cv ui �,
� j c �. � �v c rn� � �n �+ � �p >. � .�i
. � � = c � y� — N � cv � cB � �
O � t... � c� y � = V �� U� ,v� U� N
� 0 y d 'V) tn ?� — U fl-
N � V;►-� N 'N L tn
� � .
�
`� '� j � 'L7 � 'U �Q �+ V � N � � (� tn C
� c`II N c`C � � cL0 � N ��� V O U Q„ V ca
� � � � � � � N � � � N Q � � �C . T '� N
� � C6 � CQ v � C .� � � C' �S � U V � � N
�S C7 `a� v) U S C� c�n cr) U v) `cn° J O �°> = O a.
N
G
N �
� � �
,� V. L
� +� w W
� � C C � � O
U � r� o •- a� r� � •- a�
� � � � � w � � �
c Z+ T� ¢ � ca Q. L,
c"�a c v c� oQ d; c� 3Q o
U N C � � � � � � � � � a.- a_ �
4= � � � � � � � Z � � � O O �
� � � cu � �.. .n � � > � .c� o o �
� Q � � �° o co � � �° o cv � U �
U � »-, o cv v� �v ,n? o cc ��t � p p ,�
� � Q a3 C� � � +- � C C� t_ � U
o � x ::.. � t�. �- � :� � .� t� � �°v —
a� c�r� `- o° cu E N�. c o '3
o aa
� � � � U C�
.n° C� � E e��i o p� E'� °—`n' o �� �� °'
� c°n r°� O J J �cn c°� O� J J Q) �3 �
-� r� � z a. n. o o z� a a o �, �
� � � � � � �
.�
ca > CII
t� �� �� v v v v v v �
�(/� o O O O O y� �,,�`, � � ;.� ._.�'+ �
C p E E E E �j U U U U U �
LL N « � O O � � CL9 O � � � � � � �
� � N N � � N N ca c= ca ta ca cC 'L�
0 0 ,- t- o o .- .- a �`a a. a a. 'u.
n, a
� �
o E
� N � � � CU7 c�i� � t�is ci� � U JU � U O a~.
N
;� ' � a�
� � �o � � cn E _ ►-
a� a� c
�' > c o �' � c`� E� No o ao
a� ° o�o�Z }+° o�o.;� �:°;v°',n�NVE�n
O Rf N`=.' cC V CA L C N 4.. � V�� 3 cn �= C t cQ �= G
�'i' U �°n.COCC°�`��°�.�cv., '�'o �o�coo��?"E.c°'L'•°-�E.�
•� t� N:� �� w-Z � a�:=.,.. = n:.:.. �.
f� .R �
�.. � a �- o �
•� '� � � N C .G � N 4= �
� o
� °v � •� o � ,� �
� tn � �. O � '� .0
� �- t Z � � � .,�C Z ^ C
«T j .� � > � � .� G ? N �
UN � � G � � � N �O
� � �N tL O � �in V) O
�
�
N
ca
s
U
�
N
O
.n
�
�
�
�
'L7
ca
�
N
�
a�
>
a�
0
0
N
O
�
s
.�
rn
c
.N
�
c�
�.
.�
c
�
�
a`�
o.
N
O
�
�
c
.�
t
.�
N
�
O
LJ..
*
CORRELATION
. OF
STANDARD
PENETRATION RCSISTANCE
WITH
RELATIVE COMPACTNESS AND CONSISTENCY
Standard Penetration Resistance
Btows/foot
0-4
�and anc0 Gravel
Relative Compactness
Very Loose
,,
{
�
�
5-10 . Loose
11-30 Medium Dense
31-50 Dense
. _
_ Over 50 . Very Dense
. Siit and Clav
Standard Penetration Resistance`
` BlowslFoo# Consistencv
;
0-1 Very Soft
. - 2-4 Soft
', :: � _ ' .
5�-8 Firm
, �
- - 9-15 , . . Stiff
� _;, _ : - �16-30 : Very Stiff
; 31-50 _ Hard
,: _ . ,
` .-- Over 50 _ . Very H�rd
.�- „
;
. :.. . ,. . .. . ' . ._:. .. " ' ," . `:: '.. ..F.:'. . -:.�"' :. :..' .. �. . , . , . .. .
. :.. .... `:' : ',. .' ;.�. .',' ' , . ' . . � ' ' . . ' .. , . . . . . ' . . ' . . . .
1
. ypr . . . � � - . ` _ . . . i
:. �.-. ' . , ., . .. . .. , . . �: . . . . . . . . .
..::,�- .: �.,: �: : ...... � : : �.... � �.��.. ��.. . .. - � . . . . . . .. . . � .. . - � �
�.. .; . .: '" . , . � �-
. �� � . . .. . .. . . . : �.. .. ..' .
.,. .: .... ._ ..:: �_: , ��. . ���� . ,�� � .: � -.. . .� �� ... � , � ... . . ._ . .. �. . i
, . .. -.. : . -: . _ . . . . . . . . . . . .
.
��.. . . . . . - �. . � � . . .. . . . _ ..
. ; . . ,. , . . .� . . . . . . . . . . . . . . . . � . . � . � . � . . � ..
;
.. .: .: ... . �_. �. �.. ...��. . . ,.� . .���. . .
�: . . � �, . _ . � . . � . . . . . � ., � . -
.� .: . . . .� . ._ �. ' . . . . . .
. . ., , . . . . . . �' . � � � . .. , .. .. . . .
'
. . . �. . .. . , .. .� . ..� . .... . . ,._ .. , . .. . . . .
. .�. ....: .� �. � : � .. . . . . �: . . . . . . .
I
1
:.: � .; � ..�..;, �;:. ��.. . ( . .. . . .. ... _. . :�.. .. .. � :. . . . .�. . ' . . . .. , . . � . .
... „ . � .. �. :. .�., .� . . . . .. � : ._� .. :. ' .'.. ,.. . . .. . ' .
. ._... ... .. .... ., . . .. , . �. .. . .. � .. . , . .
„ . �. ...� " . � .�:
i
..: . .. ... ',. °: :. '. !
, . . . i
,. , I
�
,
. ' ' " .. . . . . . . � . .. . . . . .. � . . � . . . ' ' .. , . , t
.. _ . ,.;. . . .. . . . . . . . . . ,
� .. . . . . . .. . . .. . : .. . . :' .. �... . . .. . . ' ' �' � . . . . .
. . . . , ' .. ', . .. . . : , : , ., _. ,. .::� �. . . . ' �' . . � . . . . . . � . . . ' , .
t
. . .. . � . . . _ . .. . � - . . . . . . . . � . ' . �
— . . . . , . . . ... . . . � . . .. `t
'..r . '. . .'.' . °; . .' : � .
. : . � ' � .. .; . . � . . . . .
. . �. .. . .. .. ; . . . � . � . '. . . . ' ' � . � ' ' , . ' . ' .
. � . .: ,..:�� ... � � .. . � . ..'. . . ' .� �' . . . '.
:°;:. , : • - ,.' ' ..:_ ; . ' . ,
, f
.:. . , ,. _ _ . ¢
. _, '
,:. ; . , :..�.. ,. ,.. ,. ,
�
;
. . ' �. � . . . . . . , , . . ... � . . . f
.� . . : ..: , . . . .
�..; . . . . . . ' . .. . .
� . . . . ...� . . ,. . . . . . .'. .. . .. • . .., . . . . . . r
. . . . . . . • , . �
� . ;.. . . � � . . .
" , . . ', .. : . ' _ . � . ' . . . , . .
' � APPENDIX B
� TEST �ORIN� RECORDS
_- : .. , , . . _
, . .. : _ _
,.,. ,
� �� � r
. r ;
.
. .
. ..
1, ��
:t - ::., � _
, ,: �,,
�, .
. - _: ,
, : ,
. .
. _ : ,; � , _, .
. . t�
-. _
� r r -
t:
, . ,
: ,
: � n , -
. � .. , ;_
,.
,_ _ .
. �.... ' . . . � .,... . . - . ' � .- : 4: . �' ;. � �.. . .::'�;
:. . �. "_:., .a���, _. .�.: "�. _ - . . .
. . 3 - .. . . - �'
,� . .: �. : � '
,
.... . . .: . . ".. .
�. .' .' , � f ' .." : ,' �...�. ,:. � _ .
_
. . . '�. � � . ' ' ,
,
'..' .: ..� y�.. � �',
'.. -' :.; � Yr: - �` - - � ' �� ,
.. � � i: - �:i:. �� � - � . .
` s� z -
,. ,��. . �..�.. 5 -y .T ,. .
,.:.. , ,' k j
.. _: •. � -
, , . �t
, .,
,. _
.. �. �.� . � � i: 'l�
� �.. - .,, . . .
a z - .
: ,.: , >:: _.
...
. _ � : � - ,
'f .
,,... e a
.. . . , ,
5 ( F .v{` i " _��, ? �
f� 4,', } - - ,} . .. .
� � . ,. �. . : =' i. .. . _
.�.. �. .. : �.. �� . i - �
: . ' i t . .. �).:t .. �, _ � :'� . .
�r
_ � t 1 �
€
, � ,�:` ;�_� � : � ,.� � �
.... -. , _
,. .. . ,.. ,.:
2
• . , . -
< � �
, � .
� ;, ,,:r,� ;
�
� _ _.
. ::
:
, , . : ,� .
. .,�. :. . : e . :e. � � � .
... . . ... . .,.'..�.;� _...,...; ..:�::: . " �. .. .
'
. . �'`. 4 . . . . . . �
, i
,. ; � ,.. �
.
.
,
,. ,: , .
�
; : -
. _ { _ �
.
,. , -
;.. . _ . 4; � . ,� f
�
-„ ;
�
. _.
.. ;:,' , .:
�..: � . , , . . .
.., �.. . r4.....: ; '._.:'.
,.. ..... . ..�:�.. .�. . _: �� .. .: , . ..�'- � . . . .
. '� . , . . � � . . . . � . } . .. . . �
. .. _
�' � ;>i� ���.� . �. � .,�.�:� ,: . � .. : , . . . . - . . . � � . .. . . . � . . . � . � . � ... � .. . � � . . � � . . . �
. . � � .. � . .� : �. . . �. . �: . .. . �., .._. ' � . .
f
, _ , �
i
Q � R E�
PROPERTY SCIENCES
TiEST BORING RECORD
BORING NO:
6 -7
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT N0: 24-0670-1
PROJECT LOCATION: CLEARWATER, �LORiDA
ELEVi4TI0N: NOT PROVIDED BORING STARTED: 1/10/01 BORING COMPLETED: 1/10/01
DRILLING METHOD: WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDWATER: 0 > 8.0 FEET BQRING DIAMETER (In,): 2 3/q• SHEET 1 OF 1
Remarks: Ground water not encauntered before wet driliing at 8.0 ft
Loss of circulation at 25 ft- set casing to 25 ft- regained circulatinn with casing
ELEV. DEPTH STANDARD PENETRATION BLOWS
G MATEnIAL DESCRIPTION L S R RESISTANCE (N,)
(FT.) (FT.) /6"
� o , 0 2o aa ca so co �o aa oa i
Dense. gray, fine SAND w/smali rock fragments
ossible fill soil 35-16-17-17
Dense, brown, clayey SAND (possible fil) soil) 27-21-14-14
5 Mediurn dense, gray. clayey SAND possibia fill _
soii
Stiff, brownish green, sandy CLAY (possible fill
soi! 6-6-8-10
Stiff, blue gray. CLAY (possible fill soil) 2-6-6-8
10
15 Very stift. green, CLAY (possible fill sofl) 9-12-12
20 Very hard, brown. CLAY (possible fill soil) 17-28-50/5
25 50�5��
Very hard� gray, sondy CLAY (CL) �2-�9-2p
30
Very hard� gray� sandy CLAY w/Iimestone (CL) 50�4"
35
�
Vary hard, crushed limerock fragmants (cuttings) 5�/2��
�10
Very hard, calcareous CLAY w/iimerock (CH) 50/0"
45 Bor(ng termtnotod
SO
� O R ETM
PROPERTY SCIENCES
T�S�' BORING RECORC�
BORING NO:
�
PFZOJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVAT{ON; NOT PROVIDED BORING STARTED: 1/11/01 BORING COI�APLETED: 1/11/01
QRILLING NiETHOD: WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDW�TER: 0 > 10.0 FEE7 BORING DIAMETER (in.): 2 3/4" SHEET 1 OF 2
Remarks: Cround water not encountered before wet driiling at 10.0 ft
Set casing at 10 ft; advanced casing to 20 ft
Loss of circulation at 20 ft- set casing to 20 ft- regained circulation with casing
ELEV. DEPTH STANDARD PENETf�ATfON BLOWS
G �F.�. � ��.,r. � MATERIAL DESCRIPTION L S R RESISTANCE (N.)
/6"
a o ,o � � .� � � �o � �,
Mediurn dense. brawn. cldyey ftne SAND
X limarock fra rnents ossible fil) soil 12-15-10-13
Mec�iurn dense. brown ond gray, fine SAND w/shell 10-11-11—i3
soil)
5 Locse. b�own, clayey fine SANQ (possible fill so(I) ——
Loose, brown, ciayey flne SAND w/limerock.
fra ments assible fill soil �—d—s-9
Loose, gray, fine SANQ w/small roots and debr(s
�p (passible fill soil� 4-4-4-2
Medtum dense, brown. alayey SAND (possible ffll 4_g_��
15 Soil)
Stiff� graen gray. CLAY w/trace san�l (CH) 7-8-6
20
25 7-7-4
Stlfi. greon gray, CLAY (CH) 5-6-9
30
Stifi. ltght brown, CLAY (CH) 2-5-5
35
Flrm, green, sandy CLAY (CL) 1-3-5
40
Very hard, colcaraous CLAY w/Iimerock (CH) Zg-47_g
45
50 Flrm, green, sondy CLAY (CL) 3-4-4
Cont(nued
�, � i� L�
PROPERTY SCIENCES
TEST BORING RECORD
BORING NO:
:
PROJECT: CiTY OF CLEARWATER - NEW SPORTS COMPLEX JOB NG�: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDp
ELEVA'TION: NOT PRO�'IDED BORING STARTED: 1f11i01 BORING COMPLETED: 1/11/01
DRILLING METHOD: WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/4" SHEET 2 OF 2
Remart;s:
Loss of circulation at 60 ft- circulation not regained
E�EV. DEPTH STANDARD PENETRATION BL01A�S
G �F.T. � �� � MATERIAL DESCRIP710N L S R R�SISTANCE (N.)
/6"
50 0 ,� �o ao 4o so so �o eo �o,
F'irm, graen, sandy CLAY (CL)
Hord, calcaroous CI.AY w/Ifinerock (CH) 9-19-24
55
60
Fi�m, calcareous ClJ1Y w/Iimerock (CH) WOR—WOR-6
1-1-7
65
�� Very hard� calcoraous CLAY w/limerock (CH) �9—'�4"'�
50/3"
75
Derfng teRntnated
80
85
90
95
1
C� � R E�
�
PROF'ERTY SCIENCES
TEST BORif�G RECORD
BORING NO:
B-3
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB N0: 24-0670 REPORT N0: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATION: NO7 PROVIDED BORING STARTED: 1/11/01 BORING COMPLETED: 1/11I01
DRILLlNG ME7HOD: WET ROTARY RIG TYPE: CME-45 ROPE AND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/�M SHEET 1 OF 1
Remarks: Ground wate: not encountered before wet drilling at ►0.0 ft
Set casing at 10.0 ft- advancad to 20 ft
ELEV. DEPTH STANDARD PENETRATION BLOWS
G �� � �FT ? MATERIAL DESCRIPTION L S R RESiSTANCE (N.) �6
0 0 � o ao ao �a so w�o eo 90 � �
Aledtum dense. gt-ay, ifne SAND w/eheli (possible fill sofl) 9-11-12-6
Med(um dense, brown, fine SAND w/sheli (possibie
fill soil 8-15-9-9
5 Medium danse, gray. fine SANU w sheil possible ___
fill soil
Firrn, green gray� CLAY (possible fill soil)
4-5-3-3
tviadlum donse, brawn, fine SdND w/very stiff, 4-8-9-7
�� oranga and greon, cloy ond debris (possible fill
soil)
Medium densu, dark brown. fine SAND w/hordpan 4-�-9
�5 (possible flll soil)
Medium dense, gray. clayey SAND (possible fill 10-14-95
2a soil)
Medlum dense, brown, ciayey SAND (possible fill 10-13-13
25 soil)
St(fi, green gray, sandy C111Y (CL) 5-6-8
30
Very stiff, green gray, CLAY w/trace sand (CH) 5-6-11
35
Hard v-een ra CLAY w trace sr�nd CH 5-16-16
40 Dense� light gray, clayey SAND (SC)
Ve hord, brown qray� sondy CLAY CL 10-5Q/5"
45 yePy hard, cnlcareous CLAY w/linerock (CF!)
No somple recovered SOj1"
5Q Bnrin terminnted
�
s.
� O � �TM
PROPERTY SCIENCES
TESi 80Rlf�G R�C�RD
BORING NO:
. ,
.
PROJECT: CITY OF CLEARWA7ER - NEW SPORTS COMPLEX JOB NO: 24-d670 REPORT N0: 24-0670-1
PROJECT LOCATION: CLEARWATER, FL�RIDA
ELEVATION: NOT PROVIDED BORING STARTED: 1/12/01 EiORING COtv1PL�TED: �(/�j2/01
DRILLING METHOD: WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDWATER: � > 10.0 FEET BORING DIAMETER (In.): 2 3/4� SHEET 1 OF 3
Remarks: Ground water not encountered before wet drilling at 10.0 ft
STANDARD PENETRATION
G ELEV. DEPTH MATERIAL DESCRIPTION L S R RESISTANCE (N.) B�.OWS
(FT.) (FT.) /6"
O o � o m �a +o w co m eo 0o t
Laose, ton, fine SAND ossible fill soil � ��2-4—�n
Medium dense� gray, ftne SANO (possible fill soil) 14-13-10-10
5 Loose. dark brown, fine SAND (possible fill soil) --—
Medium dense� groy� fine SAND (possible fili soil)
7-8-8-9
6-9-9-11
10
Dense. dark brown, s!(ghtly stify SAND (posslble fill 10-16-17
15 soil)
Medium dense, orango brown, fine SAND (possible ,�_g_�p
�0 fill s�il)
�Aedium dense� dark brown, siightly silty SAND 9_t4_�,�
25 �possible fill soil)
Dense� brown and gray� fine SAND (SP) ,;`.;;i' 9-15-20
30 — -�•:
' �i�:
Madium dense� dark brown, slightly silty SAND 6-6-10
'35 (SP—SM) .
;��:
8-12-17
40
Madium dense� gray. ftne SAND w�shell (SP) :•`_;.� 14-25-23
45 ;;�.
::;:
12-25-28
5� Contlnued
�
�'�G, � � L TM
PROPERTY SCIENCES
TEST BORING REC�RD
BORING NO:
• .
.
PROJECT; CITY OF CLEARWATER - NEW SPOR7S COMPLEX JOB NO: 24-0670 REPORT NO: 24-0670-1
PROJECI' LOCATION: CLEARWATER, FLORIDA
ELEVATION: NO?� PROViDED BORING STARTED: 1/12/01 BORING COMPLETED: 1/12/01
DRILLING METHOD: WET ROTARY RIG TYPE: CME-45 ROPE AND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/4N SHEET 2 OF 3
Remarks:
ELEV. DEPTH STANDARD PENETF2ATION gLOWS
G �F.�. � �� � MATERIAL DESCRIPTION L S R RESISTANCE (N.) �6�
50 0 �o so so ao so so �o eo so�
Dense to very danse, brown� fine SAND (SP) �`'��
:. �.;
:;;,.
: �.;.::
. , ;i
--'~� 14-20-22
55 ';;
.;�,
:;..: -
Medium dense, brown, fine SAND (SP) �`_;:;" 9-13-15
6Q =�•:�;
:F-
�iy
Dense. light brown. fine SAND (SP) :'�"�i 8-18-21
65 �:;:
r;=
�� �� .
!f:��
� •�.
70 ="= 13-19-27
., *;
�?1�
i -i>
;.��
�'�' 13-18-24
75
� :w�;
:,.
Medium dense�
Itght brown, flne SAND (SP) ��� 3-11-19
80 �:,;�
`i'"�
. ;r
�'.
,;
Very stiff, flreen gray, sandy CLAY (CL) 10-11-16
85
Flrm� green gray, sandy CI.AY (CL) 2—�-5
90
2-2-4
95
Very soft, green gray, sandy CLAY (CL) �R—WOR-2-2
�� Conilnued
TM BORING NO: g�
CC� �� E TEST BORING REC�RD
PROPERTY SCIENCES
PRO.iECT: ClTY O� CLEARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPOR7 NQ: 24-0670-1
PROJECT LOCATION: Cl.EARWATER, FLORIDA
ELEVAT(ON: NOT PROVIDED BORING STARTED: 1/12/01 BORING COMPLETED: 1/12/01
DRILLING METHOD: WET ROTARY RIG TYPE: CfVIE-45 t-iAMMER: ROPE AND CATHEAD
GROUNDWATER: 0 > 10.n FEEi BORING DIAMETER (in.): 2 3/4" SHEET 3 OF 3
Remarks:
Lost circulation at 105 ft - set casing to 110 ft- circulation not regained
Rod Dropped 118.5 -125 Feet
�LEV. DEPTH STANDARD PENETRATION BLOWS
G MATERIAL DESCRIPTION L S R RESlSTANCE (N.) �6�
���� ���� D 10 20 ]0 b SO 60 70 EO 901
10 Vsr}± �softE green gray, CL.AY (CL)
Meclium dense, brovon, ciayey SAND (SC) 3-6-9
10
Stiff. brown and dark brown, sandy CLAY (CL). 8-4-11
1
Har�J. ro , sand GLAY CL WOR-3-4
�� Loose, br��+n, clayoy SANn (SC)
j2 Very so9t, gray, sar�dy CL4Y (CL) WOR
WOR
12
Very hard Limorock tNo sarnpie racovered) 50/0"
13 8oring terminatad
13
14
14�
15
�, O � L TM
PROPERTY SCIENCES
rEST BORI�IG REC�RD
BORING NO:
B-5
PROJCCT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATION: NOT PROVIDED BORtNG STARTED: 1/10/Q1 SORING COMPLETED: 1/ i0/01
DRILLING METHOp: WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CA7HEAD
GROUNDbVATER: 0 > 10.0 FEET BORING D{AMETER (In.): 2 3/4" SHEET 1 OF 2
Remarks: Ground water not encountered before wet drilling at 10.0 ft
ELEV. DEF'TH STANDARD PENETRATION gLOWS
G �F..�. � �F.T. � MATERIAL DESCRIPTION L S R RESISTANCE (N.) �6�
� o �o zo so �o so so �o ec so,
Med(um dense, brown, fine SAND (possibla fill soil 5-5-9-1fi
Medium dense, gray, fina SANO (possible fill soil) 12-9-13-�14
5 Medlum dense� brown, fine SANO (poss(ble fill soit —— —
Loose. Ilght brown, f(no SAND (possibia t(II soil) 2-3-3-3
Ve loos6. li ht brown. iine SAND ossfble fill soil 2-1-3-5
.�� Very loose, dark gray. sllty SAND (�ossible fil)
soil)
Very loosa. light brown, clayey SAND (possible fill 2-2-2
� � so11)
Looso� brown. silty SAND (possible fill soil) 3-4-6
20
MadTum dense, brown, alightly silty SANO (poastble fill soil) �_14_��
25 Medturn dense, brc�v�rn and dark brown. slightly �•:� �
silty SAND (SP) �., �`:
;•,•_
'��
Vary ��nsa� brown� fine SAND (SP) �°=-•�� 12-26-31
30 �'� �
:,:
_ •.:
`,��:
:�..�.;
Dense. brown to dark brown, ffno SAND w/tr4ce "���'; �3_2�_27
35 silt (SP) r"�'°�
";t
'; �.
:.:.:.?.
;,,
Y�•'4�
Stiff, light green gray� CLAY w/troce sand (CH) 3-4-7
40
4� 3-5-5
Very stitf. g�een gray. part(ally cament�d CI1�Y (CH) 20_�'_g
50 Contlnued
Q O R E�
PROPERTY SCIEIJCES
TES1' BORiNG RECC?RD
BORING NO:
B-5
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEx JOB N0: 240670 REPORT N0: 24-0670-1
PROJECT LOCATION: CLFARWATER, FLORIDA
ELEVATION: N4T PROVIDED BORING STARTED: 1/10101 BORING COMPLETED: 1/10/01
DRILLING METHOD: WET ROTARY RIG TYPE: CME-45 FcOPE AND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 314" SHEET 2 OF 2
Remarks:
Loss af circui�tion at 76 ft- circulation not regained
ELEV. DEPTH STANDARD PENETRATION BLOWS
G �� � �� � MATERIAL DESCRIPTION L S R RESIS7ANCE (N.) �6
50 0 ,o �o so 4o so so �o eo 90, ~
Very stiff. green groy, porfially cementad CLAY
(CH)
Stiff, green gray� sondy CIAY (CL) 3-4-5
55
Va hard reen ra sand CLAY CL 4-22-50/4��
60 Very hard. colcarAaus CLAY w/Iirnerock (CH)
Very stiff. calcareous CLAY w/limerock (CH) 29-11-9
65
Very dense, brown. fine SAMD (SP) w/Yery hard, �wi` 4-50/3"
�� green gray, sandy ciay (CL). dark brown clay (CH °�; �
cnd limerock fragments �i'�:
Stiff, dork brown ond light green gray, CLAY 12—�—�p
75 w/sorne limerock frogments (CH)
Very hard. calcareous CLAY w/Ilmarock (CH) 49-50/3"
80 Borl�g terReinated
85
90
95
1U
� o � ��
PROPERTY SCIENCES
TE�T BORING f�ECORD
BORINr N0:
-
� .
PROJECT: CITY OF CL�ARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATiON: NOT PROVIDED BORING STARTED: 1/15/01 BORING COMPLETED: 1/15/01
DRILLING h1ETHOD: WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/4� SHEET 1 OF 2
Remarks: Ground water not encountered before wet drilling at 10.0 ft
STANDAF2D PENETRATION
ELEV, OEPTH BLOWS
G ��. � �� � MATERIAL DESCRIPTION l S R RESISTANC� (N.) ��»
� o �o so ao +o sa so �o eo 40,
Stlif� green gray. CtAY w/brown sandy seoms nnd 9_7_7_��
smoll roots ossible flii soil
Med um ense. brown to dark brown� fine SAND 8-9-9-7
(posstble itll sotl)
5 e um ense� rown o ar rown� s g y s i y ___
clayey SAND (possible fill soil)
Loose to medium dense, dark brown, fine SAND 5-4-2-5
w/troca organics (possible fill soil)
6-8-16-24
10
Medium dense, brown. fine SAND (possible ftll soil 3-7-4
15
Loose. brown� fine SAND (possiblo fill soil) 3-3-4
20
V9ry loose� dark brown, slightly silty SAND �_�_2
25 (SP—SM)
;::
;'
—�iedtum denso� brown. fine SAND (SP) ::}-` 17-16-13
30 '�' • �
�.�(�:
:1 ,;.
ri
- ..;
Medium dense. dark brown, s;{ghtly silty SANf3 (SP—SM :: 7_12_12
35 Boring terminated
40
45 —
50
�, � � � �
PROPERTY SCIENCES
T�ST BORING f�ECCiRD
80RING NO:
B-7
P�OJECT: CIN OF CLEARWATER - NEW SPORTS COMPLEX JOB N0: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATI�N: NOT PROVIDED BORING STARTED: 1/17/01 BORING COMPLETED: 1/17/01
DRILLING M�THOD: WET RUTARY RIG TYPF: CME-45 ROP� �4ND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/4" SHEET 1 OF 1
Remarks: Ground water not encountered bafore wet drilling at 10.0 ft
ELEV. DEPTH STANDARD PENETRATION BLOWS
G ��. � �F.�. � MATERIAL DESCRIPTION L S R RESISTANCE (N.) �g
O o io 20 �o �o so eo �o eo oo+ ~
Dense ra iine SAND w shell ossfbig fill soll 20-15-15-10
Danse, dark brown, fino SAND ossible fill soil
Medium dense. groy and brown, f ne SAND
( ossible fiil soii) 7-7-8-8
5 Stiff. reen ra . CI.AY ossible fill soi! ___
Medium d9nse brown fina SANQ ossibie fill soil
Medfum dense, brnwn, slightly silty SAND (possible
10-8-8-7
fill soil
Medium dense. dark brown, slightly sil�}y SAND
10
(possfble fill soll) 5-7-5-5
Very stiff. green gray. sandy CIAY (possibls ffll 5-9-9
15 so11)
20 Stiff. grean gray. sar�dy CLAY (CL} 4-5-5
2� Stiif, green gray. CLAY (CH) 4-4-8
I�edium dense reen ra cla e SAND CL
30 Stiff. green gray, sandy CLAY (CL) 2-6-fi
Very dense, dark green. par-ttally c�amented SA�iD :;�'� 37-50/4"
35 {SP) '�+; : —
. �,�:
. ;,,;.
,:t,.
Very hard. colcorenus CLAY w/Itmeroak (CH) 42-41-5q/4"
40 Bor(ng torminated
45
sa
C�, O R ETM
PROPERTY SCIENCES
TEST �ORiNG RECORD
sORING NO:
� .
� .
PROJECT: CITY OF CLEARWAT�R - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATION: NO7 PROVIDED E�ORING STARTED: 1/18/01 BORING COMPLETED: 1/'IS/01
DRILLING METHOD: WET ROTARY RIG TYPE: CME-45 ROPE AND CATHEAD
GROUNDWATER: '� > 10.0 FEET BORING DIAMETER (In.): 2 314" SHEET 1 OF 2
Remarks: Ground water not encountered befare wet drilling at 10.0 ft
Loss of circulation at 40 ft - set casing to 45 ft - regained circulation with casing
S'fANDARD PENETRATION
G ELEV. DEPTH MATERIAL DESCRIP710N L S R RESISTANCE (N.) B�OWS
N
��'� � �'� o ,o m w+o so so �o eo 90, 6
Modium dense. brown� flne SAND (possible fili soii 4-8-9-9
Medium danse. groy, ilr�o SAND w rock tragments
ossiblA fill sofl 7-7-10-10
5 Stiii, groen groy CIAY w/brown sandy lay�rs __
ossible f(II soil
Medium danse, brown, f(ne SAND (possible ftll soil
6-6-10
Loose� brown, f(ne SAND w/debris (possfble fill
4-4-4-2
10 sail)
Very stiff, grden gray, sandy CLAY (poss(bl0 fill b-8-90
15 soil)
Stiff, grean gray. CLAY (possible fill soil) 3-5-7
20
Firm, green gray. sandy CLAY (possible fill soil) 6-�-4
25
Very denaa�, green gray, parfially camented SAND :���:: 5p/3"
w`'':
30 (SP) °a; :
:•�f:
. �,,,,
.� �,
St(ff, green gray, sandy CLAY (CL) 3-5-8
35
Firm, green gray. sandy CLAY w/brown sandy 2-3-3
40 �Qyers (CL)
45 Very hard, cai�nrec�us CL4Y w/Iirnarock (CH} 40-50/6'�
St(tf reen ra .�and CIAY C�. 9-11-50/3'�
50 Very hard� colca�eous CLAY w/Ilrneroak (�H}
Q O R ETM
PROPERTY SCICNCES
TEST BORING RECORD
���s
:t
PROJECT: CITY OF CLEARWATER - NEIN SPORTS COMPLEX JOg NO: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORII�A
ELEUATfON: NOT PROVIDED BORING STARTED: 1/18/01 BORIfVG COMPE.ETED: 1J18/01
DRILLING M�THOD: V1�ET ROTARY RIG TYPE: CME-45 ROPE AND CATHEAD
GROUNDWATER: 0 >10.0 FEET BORING DIAMETER (In.): 2 3/4" SHEET 2 OF 2
Remarks:
Loss of circulation at 60 ft- circulation not regained
ELEV. DEPTH STANDARD PENETRATION BLOWS
G ��.�. � �� � MATERIAL DESCRIPTION L S R RESISTANCE (N.) �6
M
50 D 10 �O b AO 50 60 70 EO Y01
Very hard� calcareous CLAY w/limerack (CH)
Ve stifi. reen ra ,�and CLAY w brn sond lo ara CL 6-9-10
55 y�ry stiff, calcareous Cl�4Y w/limerock (CH}
Very hard, calcareous GLAY w/1lmeroc.k (CM) 16-5a/2"
60
Hard, calcareous CLAY w/limerock (CF�) 20-16-19
S5 Boring termindted
70
75
80
85
90
95
1
Q � R ETM
PROPERTY SCIENCES
TEST BORING RECC3RD
BORING NO:
:� '
.
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT N0: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATiON: NOT PROVIDED BORING STARTED: '�/15/01 BORING COMf'i_ETED: 1/15/01
DRILLING METHOD: WET ROTARY RIG TYPE: CME-45 HAtvfMER: ROPE AND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/4• SHEET 1 OF 1
Rernarks: Ground water not encountered before wet drilling at 10.0 ft
Loss of circulation at 13.5 fit - cased to 15 ft- regained circulation with casing
Loss of circulation a� 28.5 ft- c�sed to 30 �t - regained circulation with casing
Lass of circulation at 48.5 ft- circulation not re ained
ELEV. DEPTH STANDARD PENEl'RATION BLOWS
G �F.T. � �Fl. � MIATERIAL DESCRIPTION L S R RESISTANCE (N.) �6�
� o � o �o ao 4o so w �o eo oa t
Gray, flne SAN�D w/shell (possfble fill soil)
Hand Augered
Dark brown tino SAND oss(ble fill soil Hond Augered
Li ht brown to brdwn, fine SAND ossible fill scil
5 IAed den�e. 1(ghf brown, tlne SAND w shell posslble illl so11 ___
St1Pt reen ra CLAY osslblo fill soil
Denso. brown. fine SAND w/traca clay and shell
oss(ble fill soil 20-29-16-10
Medium dense, brown, fine SAND w/trace clay and 8-6-9-2
�� she�ls (possible till soil)
Medium dense, light brown, ilne SAND (possible iil 6-6•-5
15 soil)
�ladium dense, brown� ffne SAND (possible fill soil ��_12_��
20
Stitf, graen gray, sandy ClAY (CL) 4-3-6
ZJ
30 ����
Looso, green gray� clayey SAND (SC) 3_2_3
35
Loose, green gray� clayey SAND w/gray clay 6-4-5
40 searns (SC)
45 Very+ hard, calcaraous CLAY w/limerock (CH) 50/4"
— 50 50/4"
Hortn termtnat�d
or , � � L �
PROPERTY SCIENCES
T�ST BORING RECORD
BORING NO
B-10
PR(�JECY: CITY OF CLEARWATER - NEW SPORTS COMPLEX JCB NO: 24-0670 REPORT NO: 24-0670-1
PRQJECT LOCATiON: CLEARWATER, FLORIDA
ELEVATIOfV: NOT PROVIDED BORING STARTED: 1/�8/01 BORING COMPLETED: 1/18/01
ORILI.ING METHOO: WE7 ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
CR�UNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/4" SHEET 1 OF 1
Remarks: Ground water not encountered before wet drillirrg aC 10.0 ft
ELEV. DEPTH STANDARD PENETRATION BLOWS
G �F.T. � ��. � � MAT�RIAL DESCRIPTlON L S R RESISTANCE (N.) �6M
� o �c zo aa w so ao �o eo so,
Dense. light brown, tino 5AND (possible 9i11 soil) 14-18-26-38
Modiurn dense. light brown, fine SAND (possible fil � 10-8-6-5
soil
$ Loose. light brown and grny, iino SAND possible ___
fill soll
Yery loase. gray. fine SAND (possible fill soii) 3_2_z_3
�lediurn denso. light brown, iino SAND (possible fll 3-4-7-9
10 sotl)
Looso. brown� fine SANQ (possible fill soil) 3-5-5
15
Dense, brown� cloyay SAND {po�stble fill soil) ��_�g_�g
20
- Medium de�se, brown. clayey SAND (possible fill 8-9-i1
2�- soil)
St(ff� gre►en gray. CI.AY (CH) 3-4-5
30
3� 4-6-8
Dense, gr�en gray, pa�tlally cemented SAND (SP) ::;;.:' 21-20-19
�� 8ortng termtnot��±
45
50
C�, � R � �
F'ROPERTY SCIENCES
TEST B�RIN�G RECORn
BORING N0:
B-11
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT NO; 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATION: NOT PROVIDED BORING STARTED: 1/17/01 BORING CON�PLETED: �/�7/Q�
DRlLLING METHf�D: WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
CROUNDWATER: 0 7.Q FEET BORING DIAMETER (In.): 2 3/4" SHEET 1 OF 1
Rernarks: Ground water encountered at i.0 ft
Loss of circulation at 10 ft- set casing to 15 ft- regained circulation with casing
l.oss of circulation at 20 ft- circulation not regained
STANDARD PENETRATION
ELEV. DEPTH BLOWS
G ��, � ��. � MAT�RIAL DESCRIP710N L S R RESISTAfdCE (N.) �6�
� o �o so ao +o so eo �o eo 90�
Looso. brnv�n. clayey SAND (possible fill soil) 1-4-6-9
e
Dense, ra , ine SA D ossible fifl soil i0-12-18-12
. 5 Medium dense, groy, flne SAND (possible fill soil) ---
p No sample recavered
= 3-2-1-2
Looss. bro�yn, fine SAND w/wood debris (possible
10
fill sail) 2-2-3-3
Firm� green gray� CU1Y (possible fil! soil) 2-2-4
15
20 Very soft, green gray, clayey SAND (SC) 1-1-1
r Loose. green gray, parfial{y cemented SAND (SP) ,:;�: �-�-4
2J ','i:
�f��.
= �t
Vory hard� green gray� sandy CLAY w/cemente�d 50/2'�
30 snnd iragrnc+nts (CL)
No sample recovered 50/0��
35 goring terminated
40
45 —
50
5� '
� :�,. :�
C�, C� R E TM
PROPERTY SCIENCES
TEST B4RING RECORD
BORING NO:
B-12
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIL�A
ELEVATION: NOT PROVIDED BORING STARTED: 1/16/01 BORING COMPLETED: 1/16/01
DRILLING METHOD: WET �OTARY RIG TYPE: CME-45 HAMDAER: ROPE AND CATHEAD
GROUNDW,4TER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/4M SHEET 1 OF 1
Remarks: Ground water not encountered before wet drilling at 10.0 ft
STANDARD PENETRATIc�N
G ELEV. DEPTH h4ATERIAL DESCRIPTION L S R BLOWS
(FT.) (FT.) RESISTANCE (N.) �6�
� o �o so aa +o aa so �o eo 9oi
Medium dense. brown, clayey SAND (posalble fill soil) 16_��_�_&
Medium danse, brown. fine SAND (possibie ffll soil 7-6-6-5
_ 5 o um ense, gray an rown. ine __
(possible fill soil)
Medium dense, dark gray, fine SkND (pnss�ble fill
soil 4-4-7-7
Dense. lighf brown, clayey SAND (possible fill soii)
10-15-22-38
10
Very stifi, browrr and graen mottled, sandy CLAY �4_�5_�a
15 (possible fill)
St(ff, groen gray, sandy Cl�►Y (possible fill) 4_�_�
20
Very hard, green groy. sandy CLAY (CL) 13-19-32
25
Very hard, green gray. CU1Y (CH) 50�5"
30
Very denso� green gray� clayey SAIdD (SC; 50�3"
35
40 Very hard, green, CLAY w/rock (sample was 50/0"
cu4tings only) (CH)
o ar , an a w e. M. OC w� ca careous c ay 50�1��
a5 Boring torminoted
50
Q rJ R E�
PROPERTY SCIENCES
TEST BORIfVG RECORD
BORING N0:
B-13
PROJECT: CITY OF CLEARWATER - NEW SPORTS COti1PLEX JOB NO: 24-0670 REPORT NO: 24-0670-1
PROJ�ECT LOCATiON: CL.EARWATER, FLORIDA
ELEVAl'ION: NOT PROVIDED BORING STARTED: 1/13/Q1 BORING COMPl.ETED: 1J13/01
DRILLING ME7HOD: WET ROTARY RIG TYPC: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/4~ 5HEET 1 OF 2
Remarks: Ground water not encountered before wet drilling at 10.0 ft
Set casing at 5 ft- advanced casing to 85 ft
STANDARD PENETRATION
G ELEV. DEPTH MATERIAL DESCRIPTION L S R RESlSTANGE (N.) BLOWS
{FT'.) (FT.) /6"
� o �o zo ao a so co �o eo 90�
Very dense, light brown, fine SAND w/shell
12-28-31-20
ossible fill soil
Medlum dense. light brown� fine SAND w/shell tg-11-16-18
ossible fili soil
5 Aledlum dense to loose. brown� ftne SAND w/wood ---
rnetal and plasttc debris (possibia fill soil)
4-6-3-2
t_oase, brown, fina SAND w shell possible fill soii)
3-3-4-6
't 0
Medium dense. brown, fino SAND (possiblo fill soil 10-11-11-10
15
7-9-13
20
25 Med(um densa. brown� fine SAND (SP) �;:: 5-5--18
:� y.
;, . .
�: ��
•.� �; •;
Denso to medium dense, dark brown. fine SAND ���:: 95-16-16
30 '�'�
iSP) ;;,�.
, .�,.
� �,
°J`'� 11-12-8
3� ''�:
. •.:
.a��.:
:a':
'S :.:C�
':�: 6-6-8
40 ;:�:
:�.:
.:�;
w�.�4!
i .'>
1.
Medlum dense, brown� flne SAND (SP) _;;,�� 4-5-9
45 �:,;•.;
�.;�..
�!.�;
'•.,
8-8•-18
50 Continuod
C�,C�I�ETM
PROPERTY SCIENCES
TEST BORING RECORD
BORING NO:
Q-13
PROJE(;T: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB N0: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATION: NOT PROVI�ED BORING STARTED: 1/13/01 BORING COMPLETED: 1113/01
DRILLING METHOD; WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDWATER: �? > �0.0 FEET BORING DIAMETER (In.): 2 3/4^ SHEET 2 OF 2
Remarks:
Loss of circulation at i30 ft- set casing to 85 ft- regained circulation with casing
STANDARD PENETRATION
� ELEV. DEPTH MATERIAL DESCRIPTION L S R R�SISTANCE (N.) BLOWS
�
�� � � �� j:. o t n m aa 4o so aa �o eo �o � 6
Medium ciense, brown, fino SAtdD (SP) :;;.;`
'';::.
';�.;
Stiff, green qray, sondy CLAY (�L) 4-4-6
55
Stiff, green gray, CLAY w/brown sandy lenses 4-5-5
sa (CH)
Medium dense, ilght brown. fina SAND �v/gteen `�,� 4-5-7
65 gray clay lenses (SP) ��;�:
.,r,;.
: <,,;.
..- i
Medium ciense, brown, fine SANQ (SP) ��= 7-8-11
70 �;:..
..;,:
:;<
:�,.
..;
Stiff, green gray, CUY (CH) 2-2-7
75
Hard, calcareous CLAY w/lim0r6ck (CH) 10-20-23
80
Very hard, calcareoua CLAY w/limerock (CH) 14-48-50/4"
85
Very hard, Ilght brown. sandy CLAY (CL) 45-50/4"
90
Very hard, calcareous CLAY w/limerock (CH) 50/2"
9� BorJng term(nated
1C
Q, O � E�
PROPERTY SCIENCES
TEST BORING RECORD
BORING NO:
B-14
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIUA
ELEVATION: NOTPROVIDED BORING STARTEL�: 1/15/01 BORING COMPLETED: 1/16/01
DRILLiNG NiETHOD: WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDWATER: 0 a 10.0 FEET BORING DIAMETER (In.): 2 3/4^ SHEET 1 OF 2
�ernarks: Ground water not encountered before wet drilling at 10.0 ft
Set casing at 15 ft- advanced casing to 35 ft
ELEV. DEPTH STANDARD PENETRATION BLOWS
G MATERIAL [7ESCRIPTION L S R RESISTANCE (N.)
(Ff.) (FT.) /6"
Q o ,o m ao <a so eo �o eo ao,
Medium donse� Iight brawn, fine SAND (possibla fil 7-7-6-6
Dense. light brown, ftne SAND (possible fill soil) 13-14-17-17
_ 5 Medium densa� brown. fina SAMD (possibla fill soil --
Medlum danse, light brown, fine SAND (possible fil 6-7-8-8
soil
Loose brown fine aAND ossibie fili soil
�� Loose. dark brown, fino SAND w/greon clay 7-4-4-5
(possible fill soil)
Mad(um dense, brawn. fine SAND w/trace organics ��—��—g
15 (Possibla fili soil)
— Medium dense� tight brown� fine SaND (possibla fil �_g_a
20 soil�
Medium dense, light brown, clayay SAND (possibla 8-6-5
25 ftll soil)
Stiff, green gray. sandy CLAY (CL) 4-5-8
30
6-6-8
35
40 Siift, Iight brown, CLAY (CFi) 3-4-6
aS Stiff, graen gray� �andy CI.1�Y (CL) 5-7-7 `
!�e sflft, reen ra , sond GLloY CL �_��_��
'� Medium dens6, Ilght b�own. fine SAND (SP) '''"
:.�,:.
TM BORING NQ: B„�4,
Q� R E TEST BORING RECORD
PROPERTY SCIENCES
PROJECT: CIiY OF CLEARWATER - NEW SPORTS COMPLE?C JQB NQ: 2�i-0670 REPOR7 NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATION: NC�T PRUVIDED BORING STARTED: '1/i 3/01 BORING CONSPLETED: 1/13/01
DRILLING METHOD: WET R�TARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDWATER: v > 10.0 FEET BORING DIAMETER (In,): 2 3/dN SHEET 2 OF 2
Remarks:
Loss of circu{ation at �0 ft - set casing to 80 ft - regained circulation with casing
l.oss of circulation at 80 K- circulation not regained
S'fANDARD PENETRATION
G ELEV. DEPTH MATERIAL DESCRiPTiON l S R RESiSTAIJCE (N.) �L�6WS
(FT.j (FT.)
50 ,:. o i o zo �a +o so so �o eo 90 i
Medium dense� light brown� fine SAND (SP) ::�:,�,�
w/groen gray sondy clay (CL) ��: ��
'�; -
e iurn ense rown ne
55- Very stiff, c�rean gray� sandy Cl�4Y (CL) 4-9-�
Dense. light brown, fine SANU (5P) :.::;;= 13-15-15
60 �-.�:�:
'.:F•.
':1.:
Loose, brow�n, fine SAND (SP) ::;.,` 3-4-5
65
�;�:
:, ,;.
_�•,.
.;
' �� Stiff. calcnreous CLAY w/IimerocSc (�H). 1-5-6
?.4edium dense, brown. fine SAhiD (SP) .�;;.; 6-7-7
75 ��:
.:1:
':�
�'•�
Very hard. colcareAUS CU1Y w/limerock (CH1 1T-14-50f6"
80
Yery stift, calcareous CL,1Y w/flme�ock (CH) 18-9-13
85
Very hard, calcoreous CLAY w/Ifrnarock (CH) 5D/2��
90
5o j2,.
g5 6oring terminotsd
10U--
C� O R �TM
PROPERTY SCIENCES
TEST BOF�ING RECARD
BORING NO:
6-15
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOE3 NO: 24-0670 �EPORT NO: 24-0670-1
PROJECT LOCATION: CLEARWATER, FLORIDA
ELEVATION: NOT PROVIDED BORING STARTED: 1/17/01 BORING COMPLETED: �/�7/d�
DRILLING METHOD: WET ROTARY RIG TYPE: CME-45 HAMMER: ROPE AND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.}: 2 3/4^ SHEET 1 OF 1
Remarks: Ground water not encountered �efore wet drilling at 10.0 ft
ELEV. DEPTH STANDARD PENETRATION B�OWS
G �� � �F.T. � MATERIAL D�SCRIPTION L S R RESISTANCE (N.) �6«
� o io so �0 4o so so �o eo 90,
Dense, br�wn, fine SAND w/shell (poss(ble 1(II soil) 17-20-13-16
Medium dense, brown fine SAND ossible fill soii 13-11-9-14
Va stNf reen CLAY ossible fill sail
5 Medium denso. brown, fine SAND (possible fill soil --
Stiff, graen groy, sandy CL1►Y (possible fiil soil) 5-5-6-6
Madium dense. dark brown ond groy, mo�tlad tine 6-6-8-19
10 SAND tor/trace organics (possible fil) soil)
Firm� green gray, CLAY (possible til! soil) 4-2-6
15
Very stiff� graen gray, CLAIf (possible f(II soil) 6-8-10
20
25 Hard� graen grny, parfially cementad CLAY (CH) 16-i9-14
Qense, green gray. partlally cemented SAND (SP) :;:;;+' 18-23-26
30 Bortng terminafed
35
�
40
45
50
n BORING NO: B_� 6
Q � R E TEST BORiNG RECORD
PROPERtY SCIENCES
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX I JOB NO: 24-0670 I REPORT N0: 24-0670-1
PROJECT LOCATION: CLFARWATER, FLOFtIDA
ELEVATiON: NOT PROVIDED BORING 57ARTED: 1/17/01
DRILLlNG METHOD: WET ROTARY RIG TYPE: CME-45
GROUNDWATER: 0 > 10.6 FEE7 BORING DIAMETER (In.):
Remarks: Ground wate� not encountered beiore wet driiling at 10.0 ft
Set casing at 5 ft- advanced casing to 20 ft
��• . • • • ��
� , ,.. �
:•3:•:
.
::;:�' /
ifi�i i
• : • • , ••••••�/ '
������ .
w�i�i! -
� '"'': �
. . . • . . • . ...
.•o.•.
. . . . . . .•o.�"
�y•••/'
.❖.*.
.;.,.;.
...�._. �
. � . . . . . . - '''''� �'
:�•'•�i:'"
� ����1i�
Firm� green gray, CLAY (possible tili soil)
15
20
Yery hord. green gray, sandy CUIY (CL)
25
very hara. yreen groy,
30 r_i l
Doring terminated
35
AO
E
50
cementea son
BORING COMPLETED: 1/17/01
HAMMER: ROPE AND CATHEAD
2 3/�.^ SHEET 1 OF 1
STANDARD PENETF�710N
RESIST'ANCE (N.)
BLOWS
/6"
2-2-4-9
7-8-8-8
4-4-6-6
� �"� �-��-�
2-3-4
2-2-5
8-28-32
��� ��
� � l i �TM
PROPERTY 5CIENCES
TEST BORING RECORD
BORING NO:
B-17
PROJECT: CITY OF CLEARWATER - NEW SPORTS COMPLEX JOB NO: 24-0670 REPORT NO: 24-U670-1
PROJECT LOCATION: CLEl�RWATER, FLORIDA
ELEVATION: NOT PROVI[�ED BORING STARTED: 1/18/01 BORING COMPL�TED: 1/18101
DRiLLING METHUD: 1NET ROTARY RIG TYPE: CME-4S HAMMER: ROPE AND CATHEAD
GROUNDWATER: 0 > 10.0 FEET BORING DIAMETER (In.): 2 3/4^ SHEE7 1 OF 1
Remarks: �round ;rvater not encountered before wet drilling at 10.0 ft
ELEV. DEPTH STANDARD PENETRATION BLOWS
G ��, � ��. � MATERIAL DESCRIPTION L S R RESISTANCE (N.j �6
O o �o xa so �o so eo �o eo soi ~
Loose, ra , fine SANO ossible fill soil
Firm, brown, CLAY ossible fill soil 2-3-3-5
Stiff. green groy, CLAY (possible fill soil) 5�6-6-9
5 Medium dense, gray. fine SAND (possible fill soil) ---
Loose, dark brown. fine SdND ossibie fill soil
Sfiff li ht brown sand CLAY assibla fill soll 5-5-5-5
Stiff� green gray, sandy CLAY w/roots (possibie fll 4_�_�_6
10 sotl)
Stiff� green groy, CLAY (possible fill soil} 3-4-7
15
20 Hard, light brown. sondy CLAY (possible fill soil) 11-19-20
Very hard� calcareous CLAY w/limerock (CH) 50/3"
25
Boring termtnaied
30
35
40
a5
50
APPENDIX C
- FIELD EXPLORATION PROCE�URES
_ , . _. _
, _: :, � . . . - �
. ,
.. . : '. .: C : . :, . : ' .. . .
' � . � ��S ... � ... ,
. . . `t LLt� '{.' ' . .
� . .
;.
. �... . , . . ;. .
. , .. ,y �. . .:. �e �." .. . . .
- � , .. ': '..� . . ..; ... : . _
... j . � ' � �...':
. ' � : . �. . ' : _ ` ' - .
. ._ yF�,:... � .. .. �.��'
. . , , . ., � ; - - �
... , . ; .. .,_ . _ _ ..
.. � . . �. . rv'. _ .. ..
. - ..., � ..� � . .
, ..� . � : . �.. . � -
:: . r : :.. _ }� ; . '.: �:'_ - . - . � . .
.�
s-
. .�r. - .. � .. . . .
� � ._�' ;r ��; f , � . . : !� _ - _ . .. � ... . .
, '
�,,�. ..,,. ..
, 'y., '. .. �'..� . . '.. :,., . , ... ';. . , . �
: . � ..� � . �. .
- � � -;
. r . ' , , . , . , .
. : . . . .. ,. .
�� : :.. .. � � ..,:
.. , , �_ .. .,� . ;.: �; . .. � . .
,
� . � : � � ::. .. _ �:. . . __ . ,, .. _ . . . .. . . — . ..
, �.,_< . ., .�_,.��. :..,,; . . , .. . .
�[
,
` . .
� 4�. . , . � �. . �,� . . . ,� :� . �
41
.. . ., . . . ... . . .
. . . �: .� , , .. .' . . ... . . .
. �.� ...� :.�� ..' . .
�. ...� ..�.. �.YS : _. .
t
. . . ..� .. . .: '.' . - . . . . .
� '.
�..� . . . '. . '�.. . .�. .,: .
. , .. ' . . . . .. � . � �• . .
. . ,. .. '. ., '. r. ' �•_ ':.. �. . ... .. : �. . . .. '.._ � . . : . .
: � ::.. �: .. . .'. . . .
.. � ' _" .'- ' ' . ' �:.�. .� �. .:��:� .
'. . . ' :.' ' : . ..'� ' ; : .: �. . . ._ . . . '" . . .
. .;... . ... .. :�, �.� . . . - - . ' . : . '
. N��' _ �: : . ' . . . �� � '� ' � ' ). . . , �
.. . �... .k. : .� , .. , .'. . .� . ' ' ... . "._ �. . ,.- . . . . . .
.., . .:. .__ _: . .. . , . .. . .... .. .
.. . ... . :.. . . :' . . .
:. :. .. . -�.
� . . � � . )"." . .. . .:.� . . .� '. .' . . .. �.:.. ' . �. . �: v' � .. . ,� : � . . . . , . _ . . . .
. . �� . .:. .. . . . . . . . . . . . . .. , ..
-. .. '.' .�; � �.�:. .. . . . ;� . ... . . .
� .. '.. . .. � , . ' ... ..�.'.. � . . . . . . . .
� ' . . : ., L ' ' ' � '. : .: �. �. . :. ... . �. . �. � .. .' � ' � �:' .; : . .. . . . . - � .
�
��
FIELD EXPLORATION PROCEDURES
Penetration T�st Borinqs
The penetration test boring w�as made in generai accordance with ASTM D 1586-67, "Penetration
Test and Split-Barrei Sampiing of Soi(s". The boring was advanced to the water table by augering
and, after encountering the groundwatertable, furtheradvanced by a rotary drilling technique using
a circulating bentonite fluid for borehole flushing and stability. At twfl-foot intervals within the upper
10 feet and at five-foot intervals thEreafter, the drilling tools were rernoved frorn the borehole and
a split-barrel sampler inserted to the borehole bottom and driven 18 inches inta the material using
a 140-pound SPT harnmer falling, on the average, 30 inches per hammer blow. The number of
hammer blows for the final 12 inches of penetration is termed the "penetration resistance, blow
count, or N-value." This value is an index to several in-place geotechnical properties of the materiai
tested, such as relati��e density and Young's Modulus.
After driving the sampler 18 in�hes (or less, if in hard rock or rock-like materia() at each test interval,
the sampler was retrieved from the borehole and a representative sarnple of the material within the
split-barre! was placed in a glass jar and sealed. After complefiing the drilling operations, the
samples for each boring were transported to our laboratory where our engineer examined them in
order to verify the driller's field classifications. The sarnples will be kept in our laboratory for a period
of six months, unle�s otherwise directed by the client.
Auqer Boring
The auger borings were performed manually by tlie use of a post-hole auger �nd in general
accordance with ASTM D 1452-8� "Soil Investigation and Samp�ing by Auger Borings".
Representative samples of the soils brought to the ground surFace by the augering process were
placed in glass jars, seaied, and transported to our laboratory where they were exa;rnined by our
engineer to verify the driller's field classification.
�
5 ,. ;.. ., _. . _
. _ - - : ._
,: . . . , ,
. .. .
5...:: , , , . .. ,
. _. ..
, _ . .
.
: , , . .:. � . .; . , , ': . .
,
,.. .
, ,. , . .
� -
.. .
�, .
, �
r . , :.
. . „ ,
,._ _ _ . ,
, `. ` ;
;
� -
�' { -
,. .
, ;. ;. - _ .
rt . f _ , . . _ .
.
� � �. a
�
.
t y
. . . - '
...�:. -. ., .. - _
�,. .,j . ._ -.
�::.. . : .. . .. � . �. ,_ . . ��.:'. .>., �x. - .
. ,:_ . .,. .. ., - -- _
4 .: .'� ' � .. �. . . r � �' .
: c�.' ,. �.'.. �, .t.•��` �-.
�. ... �r�4 . ., . ' . : � . . � ..:. . '�. .
e ?' H
;. .r ; . . ':. �.� 'i�' !. -• - _ -
. .. . . . . . . .
�.-. ' . . .., .._, '` _
..
�. .. ";' . .r. .' . .. '.. ,.,.'' ..�.�', . ,
t +
� : .. �' '� . .� ... . � ;�. �
f e. �i
.S ..<�� _ . . .
.
� . � . ... ;' - .
� . :' ': ' '... ' ':j ' .. .�Y .
Y 4 '
. '
��..' :. -� � - .- .
. : � �. . �. . �1 k' . ',, t
i ' �`- ' : �. . Y 1 .'} ' T . . ' - . ,. .
Y
,'. ..� . .h..d � ., � � �:� .
.� '.' ,{. ,' � . � ' '
.._ ._ } ., �- . .. �. ;: ' , .
x 4, i
s. _
.i.' -: .' .��. ' :�� �..' -
'. : . �� . ..�r . '..._ 1 v�'.; . �... -'. . ' - - , .
. .
��' ` ' . ' �. .i� - � .
. '. '.'.. ' R `�.�'. . �.
�
-'. . ' 1 .3 ..., `� . - _
. ': " 5 . � A . r
r
t� � _
�.. . .. .�. �
.. �. : � � :.. , . .
_
.. . . . , . . . . '. �.; , : '�: � : � : . 1 _
+. : . ..: . . '. . . . .
_
�
��'. . �. ; : .::. . � ` ' - ,
_ .'.: ', ' ..�. .,�� 5:�t "
.
,.
,
. . :.. . . . . .. : .... . . � :., ��.._ � . �. �;i
��� �t
t�eue.v � f � _ . .
� e �
. .�, ._. .� �..�:. .
r.
:: ... �. :._ ... _ .
1 �. .. , �: �' a..�.: .� - '�: �'�:::� _ . .
i
�
� � � � �L � . � ' .
r � � t
,_ �.. . -, �. � ..
,. ,.:' ._. . .�; '�}� � E .. . . .
;. r. �, � . F ... . . .
��,�, ��"�'� .: � ��a ��:< �.� . . �
... . :�.:� - � ... .�:,.�.. _ � ..
,>
,
�
..,: ::' _ -... .: .:: . . ... . . .
. - . � � . . . � .ti.� � . .
. . . � . , . �: . .. . . . . . ' . . . � . . . . � � .. � i� ��
�
: M..rr.i?wu.,..,,......... :....; _.>, .e-,..«e,e-. ,eszra,qye•t: .c; ..... ,. . . � � . .. .. „ . . . �... ,. .. . . . ... . . _ . . . . . . � � � � � .. ..t,..... a ..
r ' '' ' ' ' � : -
': . .. �� LfhL•.ti�V�....iw.5.... „a.+i.;« :...:......:.. � �. .. : . .,.. : �.: �.ie 7'. ;.i::..>e'.� `, i,+
��.�..�J
M
~� � Clearwater City work session �tem #:
-��°:
�y � ��j Commission Final Agenda Item #
� �" �
AgellCla CUVer Meeting Date: March 1, 2001
IVlernorandum
SU[3JECi/REC0�111�ViE�VDATION:
Approve the McKim � Creed Work Order for Engineering Services for the WPC Consolidated Laboratory
Construction Services in the amount of $77,400.00,
Cx1 �and that the appro�riate officials be authorized to execute same.
SUMM�4RY;
■ Tl�is Agenda Item provides for construction engineering/architectural services for the construction of the
WPC Consolidated Laboratory to be located at the Marshall Street Advanced Pollution Control Facility.
a This Agenda Item accompanies the Agenda item that awards the Construction cantract in the adjusted
amount o� �2 ,023, 334.04 to Angle & Schmid Construction Company.
■ A Water/Sewer 2002 Revenue Bond Construction Fund will be established. The activity and rernaining
budget from project 315-96656 Laboratory Building will b�e rnoved to the new construction fund.
� Interirn financing in anticipation of ths issuance in FY2UO2 of Water & Sewer Revenue Bonds will provide
. the funding for this project. A Reimbursement Resolution will allow for reimbursement of these costs by
the interim financing/b�nd proceeds. Sufficient budget for this project exists in project 96656. The
planned funding of this projec't was included in the Vl,�ater/Sewer Utility Rate Study update recently
completed hy Burton & Associates.
Ant�cipated compietion date is April 2002.
A copy of the work order is on file iri the City Clerk's office and is available for review.
Rev':ewed by:
Legal ��" Info Srvc N/A
Budget Public Work✓'��
Furchasi DCM/ACM
�
Risk Mgrnt � �y�,q O�her-
Flnance �
iv i�
Submitted k�y:
City Manag�r �i,�"�
�•�► Printod on recycled paper
Lcaboratoryl /09
Ori�inating Dept:
✓
Puf�lic Works Adn
User D9pt.
Publ(c 1Norks/Utlliiles �%
A1tar�ments
0 None
� Costs $17,400.d0
� Tatal
Funding SAUrce:
Current FY CI X
OP
Qther
Appraprle�ttan Cndea
�� 3a3�96b66�S61100-635-OOU
Wa�k Ot�ir�i tat Englnooring Survlca� tor Consolldated
S��"� >,
,,�,, �
�_ Q
�q9 = �oQ�
y'ATEP��
� v" �
SUBJECT/RECOMMEt�DATI��I:
Clearwater City
COIT1IZ11SS10I7
Agenda Cover
Memorandum
Work session Itern #;
Final Agenda item # �
Meeting Dote; March 1, 2001
Award a contract for the construction of the Watzr Pollution Controi Consolidated Laboratory (99-0042-UT) to
Angle & Scfimid, Inc. of St. Petersburg, FL in the amount of $2,119,683.28 which is the lowest respon�ible bid
receivEd in accardance with plans and specifications, and approve a subsequent Change Order to deduct
$96,3�9.24 (50%) from the Contingency, for a net Contract amount of $2,023,334.04,
0 and that the appropriate officials be authorized to execute same.
SUMfVIARY:
� The purpose of this co�tract is to construct a water quality testing laboratory building at the Marshall Street
Wastewater Plant. This laboratory will consolidate the two (2) existing laboratory facilities currently
operated by the City of Clearwater for more efficient operation and modernize the facility to handle the
increasing testing and monitoring requirements stipulated by regulatory permit� for wastewater operations.
The building is a one-story masonry structure 9,192.5 square feet in size.
� The exterior of the building was designed to be in keeping with the residential scale and character of the
adjacent neighborhood.
■ The total bid of �2,119,683.28 includes a contingency of $192,698.48. Staff is recommending reducing
the contingency by $96,349.24 (50%), in order to reduce the overal( project cost. This reduction of the
contingency will not adversely affect the design or function of the building.
■ A Water/Sewer 2002 Revenue Bond Construction Fund will be established. The activity to date and the
remaining budget of $1,499,371.82 from project 315-96656 Laboratory Building, will b� moved fio the new
construction fund.
■ Int�rim financing in anticipation of the issuance in FY2002 of Water & Sewer Revenue Bonds wili provide
th� funding for this project. A Reimbursement Resolution will allow for reirnbursement �f these costs by
the interim financing/bond proceeds. Midyear amendrnents will increase the available budget in 96656 by
$523,962.22, of which $400,000 is an increase in the capital projects budget, and $123,962.22 will be
transferred from project 315-96685 Wi'C Master Plan Phase III. This will not impact the scopP of 315-
96685. The planned fund�ng of this project was included in the Water/Sewer Utility Rate Study update
recently completed by Burton & Associates.
J
Anticipated compfetion daie is April 2002.
A copy of the contract is on file in the City Clerk's office and is available for review.
Reviewed by:
Legai � ,� Info Srvc N/A
Budget � Pubfic Works�,!�=�.�
Purchasi������ � DCM/ACM
,�����
Risk Mgmt N/A Ofiher-
Finance �i
��
� - �
Submitfod by:
City Manager '�� ; b �
� �WV�
Printe�i �n re�ycled paper
Originating Qept��,�/9
Publ�c Works Administration
User Dept.
Public Works/Utilities �
Atfiachments
0 None
Costs $ 2,023,33�.04
Total
Current FY
Appropriation Ccde:
Funding Source:
CI X
OP
Other
343-9b656-563600-535-000
Consolidated Laboratory Awarc� & Subsequont CO#1
�iSE�lM4 r
�,�i, � Worksession ItEm #:
�, .�_ Q Clearwater Ci.ty _--� �.-.
''�� ����.�� � Commission Final Agenda Item #
�
Agenda Cover Meeting Dote: 3/01/01
Memorandurn
SUBJE�T/R�COIVIMENDATlC)N:
Award a contract to M�Kim & Creed, P,A., Clearwater, FL, in the amouni� of 5270,400 to provide
Construction Engineering and Inspection (CE&I) Services for both the Nartheast Advanced
Wastewater Treatment Plant improvements and the Northeast Reclaimed Water storage and
pumping expansion,
� and that the appropriat� officials be authorized to execute same.
SUMMARY:
o Due to proximity and timing, tf�e Northeast Advpnced Wastewat�r Treatment plant (NEAV1�
improvements and the Reclaimed sforage tar�k and pumping facilities were bid for construction
as a single project. This confiract will allow the consultant to provide CE&I for both projects.
Water Pollutior� Control's (WPC) cost for CE&I is $101,700; Reclaimed Water's cost for CE&! is
$168, 7�0.
• In accordance with the lnterlocal Agreemer�t beiween the Ci�!�y of Clearwater and the City of
Safety Harbor, Safety Harbor will share in WPC's cost, contributing $30, i 33.33.
e This initiative is parf of fhe continuing development ofi reclaimed water utilization in the City, in
accordance with the approved Master Plan, The construction phase of this project is being
funded ir part by the Southwest Florida Water Management District (SWFWMD).
• The work order includes CE&I services for the foflowing: reclaimed water transfer and high service
pumping facilities, associated reclairned improvements at the site, oversee'sng the construction of
a new 5 million-gallon storage faci!ity, a new plant disinfection system and relate�l equipment,
and the development of the plant Su�ervisory Control and Data Acquisition (SCADA) system
programming. The proc�ramrning work will incorporate the new fc�cilities monitoring and control
into th� existing plant controi systems,
• In addition to this contract, there is an existing contracf with McKim & Creed for CE&I services in
the amount of 5279,900 for other aspects of i�he NE AWT improv�ments. Tf�is new contract
($270,400} combined with the exis�ing one ($279,900) wif� bring the tofial for CE&I services to
$550,300, or 5,8 percent o�f the $9,A10,000 allocated for constructi�n (see accompc�nying Agenda
ltem), CE&I services for projects siach as these offen range from 4-10%.
• McKim & Creed, Engineer df Record, designed both of these projects. Since they will already be
�rovi�ing CE&I, and givPn their defiailed knowledg� of the projects, staff believes th�t they are
best suited to provide the additional CE&I services.
Revi�wed� by:
Legal ��;-�r . Info Srvc
Originating Dept: � Costs
NA PWA/Pub Util ( eR'�wa(d) Total $270,400
Budc�et .,,,,� Public Work�s .,����
/'�
Purchasing��, DCN�/ACM
Risk Mgmt NA Fincnce ���
,�r.
SubmiNt�d by:
C�fiy Manag�r �� ���v�.
R..
Print�d on racyciod papnr
User Qept.
PWA/Public Utilities �
Attachments
❑ None
Current FY
Appropriation Codes:
343-96734'-561300-533-000
343-96b58-561300-53�5-Q00
Funding
Source:
CI X
OP �
Other
Rev. 2/48
• Interim financing, in anticlpation of the (ssuance In FY2002 of Water & Sewer Revenue Bonds, will
provide funding for the City of Clearwqter's share. A Reimbursement Resolut(on will allow for
reimbursement of these costs by the interim financing/bond proceeds. Mid-year budget transfers
will estabiish the budget for WPC's share of �E&I costs to 343-96658 from 315-96672 Northeast
Carousel of $71,567, and to 343-96739 from 315-96739 of $168,700, to establish rhe budget for
Reclaimed Water's share of CE&I costs, Project 96b58 will be retitled Northeast Irnprovements,
The pump station rehabilitation part of 315-96672 Northeast Carousei project is transferring to the
Northeast Improvements project. The planned funding for this project was inciuded in the
Water/Sewer Utility Rate Study update recenfily compfeted by Burton & Associates.
�I
, , _. :
,:
. .t .
._
. . .
_ r
, � , ;
.. ;. . .
�� ; : ..
,_ .
� -. . � . - .
. � _
, � ,
;.
: ,.
i,.
�:°, '
_. _.. .. ....
,.. ;_.
.. ,
. �
; ; , _ . ,
! ' � � -
,,, . ,.
i.: �. . ? ..:� .. . . .... . .�... � , ��, _ ..�::,�_ .' -� ���� �. _�_�. . - � .. , . .. _ . . . � " ' .. . . .. . . .
, . .., . .. � .
.. . . . : �; . �.., , . . . . .
;.� ; �.. .r .. . ....�. :����.'. �:�''� . . . , . � .
� . . . � . ... � . . .
...:, . . ...:i .. . .��...`_... .. . �.. . . ..� .' �. .:� � '� .. � . .
� .. � . � � . . ... . ' . . � : . . .. . . , . .. �
:. � � . : :. .. ... ,, . . .. . , . . ,
.. . .. . . . �;�� . .
f.. :_. �.. . _ . .. ,��_ . ..�.'. : :_ . _ . . . . . . . .. .. . . . . . . _ ..
�:: . . : � -. .. . . _ :. -: �.� , . . . , . . . .. _ .. . .. . .
�,�... : . �.�:.�, �: .. .,,: . ' ., ,..'....- :�-��.�: �. �.`��.'� � . . � ��'�s:.,. : " , � ' .. . . � . . . . . , .
�;
�,.r�.. � _.
2
�
�
�'
�
r
S
:
�
;
�
�S�ALN� r<.
�I, :
� Lt 4
9,ph, ��°�
Clecil'W"clt�i C1�.�1 Final A enda Item # �
9
ATEp ' Cominission 3/01/01
- VV � Agenda Cover Meeting Date;
Memorandum
SUBJECT/RECOIVIME�DATION:
Award a contract to Westra Construction Corporation of Palmefito, FL, in the amount of $9,410,000 for
construction of the Northeast Advanced Pollution Control Facility Improvements and Reclaimed
Expansion (99-0072-U�, which is the lowest responsibie bid received in accordance with the plans
and specificai-ions,
� and that the appropriate officials be authorfzed to execute same.
SUMMAaY:
� Due to proximity and timing, the Northeas� improvements and Reclaimed storage tank and
pumping facilities were bid for construction as a single project,
• This is the initial construction for Phase I of the 6-year Water Pollution Control (WPC) master plan,
Th� improvements at the Ciiy's Northeast Advanced Pollution Control Facility iriclucle several
treatment process modifications: disinfection system improvements, internal recycle pumping
system improvements, ar�d sludge handling system improvements,
• The Reclairned Water system facilities expansion is part of the approved Reclaimed syst�m Master
Plan. This contract will cover the reclaimed starage tank and pumping facilities construction.
e The base contract �Nilf include a new chlorine contact facility that will allow the City to meet t�he
�loric�a Departmenfi of Environrnental Protection (FDEP) permit requirements, and to expand
reclaimed water usage. Alternate bids were received for related building and ch�mical feed
systems. These items will be delay�d until the City evaluates a new requirement for effluent water
quality, which may require modiiicafiions to the current design. Once this issue is evaluated
further, the additional wark. wil( be included in the Construction Contract by Change Order, The
change order will be brou�ht before �the City Comm�s�ion at the appropriate tim�. The am�unt
of this change is currEntly bid af $325,000, but may differ pending the outcome of the evaluation.
o The Internal Recycla Pump Station will allow thE City fo phase out an old�r pumping facility. This
ifiern v✓as pragrarnrned in the Capital Improvement program to avoid maintenance costs for
pump repairs, The slud�e handling system modifications will enable the treatment �lant to more
efficiently de-water and remove organic materiai in the waste stream, The additional storage
capaciiy wil! k�e accomplished by rEtrofiiting an existing structure to increase the plant's ability to
handle and dispose �f organic material.
o The r�claimed water facilities expc�nsion will include storac�e and pumping systems that will allow
the City to increase utilization of reciaimed water, and to continue to rec�uce the discharg�s of
Reviewec� by:
Legal �� Info T�ch NA
Budget ,,,> public Works'ZL�
Purchasin l `� � DCM/ACM
Rlsk Mgr�t NA Flnance �
Ariginoting Dept: t;ost5
PWA/I�ubUtil ( eckanwald) Tot�al $9,410,000
User �ept. Funding Sourca:
PWA/Public Ufiilities J Current FY $9,410,000 GI X
Attachments OP
Other
Appropriation ��de:
Submitted by: j�• B� I❑ Nor�e
City Monager ���«
'F•�' Printed un recycled papor
2198
343-9bb58-5b38�0-535-000
343-96739-563800-533-000
Rev.
treated effluent to surface waters. These additions are integral to the new chiorination facility
anci the proposed City/County reclaimed water interconnect.
• The City �f Safeiy Harbor will b� parficipating in the funding of treatment process improvements in
accordance wlth the Interlocal Agreernent between the Cities of Clearwater and Safety Harbor.
The costs subJect to the Interlocal Agreement are estimated at $5,809,600, based upon 4 rnillion
gallons per day (mgd) of the total plant capacity of 13,5 mgd. (see summary below)
o The reclairned water facilities project �s being funded in part by two grants from the Southwest
Florida Water Managernent District (SWFWMD). The Cooperc�tive Funding Agreements between
the Clty and the Water Man�gem�nt District includes reimbursement of 50% of the cost of
reclaimed water pumping and storage facilities, up to a maximurn of 51,542,500,
• Interim financing, in anticipation of the issuance in FY2002 of Water & Sewer Revenue aonds, will
provfde funding for the City of Clearwater's share. A Reimbursement Resolution will allow for
reimbursement of these costs by the interim financing/bond proceeds. Mid-year budget transfers
will establish �fhe budget for WPC's share of construction costs to 343-96658; from 315-96658 �f
$1,245,332.44; from 315-966i 1 NE R�tary Screen of $556,238; from 315-96672 Northeast Carousel of
$623,213.98; frorn 315-96674 NE Aerated Sludge Tank of $783,452.58; from 315-96679 Nc Blower
Building of $135,000. A mid-year bu�get transfer to 343-96734 from 315-96739 of 52,057,900,00 will
establish the budget f�r ReclaimEd Water's share ar construction costs. Project 96658 will be
retitled Norfheast Improvernents. Projects 96671, 96674, 96679 will be closed and their scopes
incorparated into 96658, The pump station rehabilitatlon part of thE scope of 96672 will aiso be
incorporated into 9b658. an additional mid-year amendrnent will incr�ase the budget in 343-
96658 by $745,000. The �lanned funding for fihis project was included in the Water/Sewer Utility
Rate Study �apdate recenfly cornpleted by Burton & Associates.
� Funding summary:
Entity
City of Clearwater WPC
City of Safiefiy Harbor (estimated)
SWFWMD
City �f Clearwater Reclaimed
Water
Arnount
$4,088,237
$1,721,3b3
$1, 542, 500
S2,057,9Q0
iotal $9,410,000
• Addit�ional chlorination equiprn�nt or other alternative disinfectant construction cost will be
k�rought to the City Cornrnission as a change order a� a later date, affer c� final determination of
�he cost and a system has been selected. Estimated arnount is 5325,000, The planned funding for
this proJect w�s included in the Water/Sewer Utility Rate Study update recently completer� by
Burton 8c Assoclates.
ya
2
�' '
�I �� APPOINTMENT WORKSHEET
FOR COMMISSION MEETING March 1. 2001 A enda # J
g
BOARD: Marine Advisory Bc►ard MEMBERS: 7
TERM: 4 years CHAIRPERSON:
APPOINTED BY: City Commission MEETING DATES: 2nd Wed., 8 am
FINANCIAL DISCLOSURE: Not Required PLACE: Marina
RESIDENCY REQUIREMENT:City of Clearwater APPTS. NEEDED: 1
SPECIAL (1UALIFICATIONS: None DATE APPTS TO BE MADE: 3/1 /Q1
THE FOLLOWING ADVISORY BOARD fVIEMBER(S) HAVE TERMS WHICH EXPIRE AND NOW REQUIRE
EITHER REAPPOINTMENT FOR A NEW TERM OR REPLACEMENT BY l� NEW APPOINTEE.
Date of Original Attendance Interest in
Name Appointment Record reappointment
1. Vacant Seat - William Wilhelm resigned due to moving out of Clearwater
THE FOLLOWING NAMES ARE BEING SUBMITTED FOR CONSIDERATION TO FILL TI-IE ABOVE
VACANClES:
Name-Address Comments-Related Experience, Etc.
1. Charles Cashman Sales Manager, Gulfwind Marine
1462 Excalibur Dr., 33764 .
2. Edward O'Brien, Jr. Self-employed, rehabilitation provider
3376 F I'ff L 33761
ernc i n,
3. Tom Koehl�r Investment Advisar
892 H�rbor Island, 33767
Zipcodes of current members on board:
2 at 33755
4 at 33767
1 vacant
;�.
. � °:;
�
�
;
4
�
"i
�
�
�
�
�
!
�
ClTY OF CLEARVVATER - APPLICATION FOR ADVISORY BOARDS
(rnust be Clearwater resident)
Name: Charies A Cashman
Horne Address:
'1462 Excalibur Dr.
Ciearwater, FL Zip33764
Telephone: �24-2862
How lo�ng a resident of Ciearwater? ?0 vears
Occupatian: VP- Sa{es/ GM
Fieid of Education:
2 YRS SPJC
2 YRS U of F
lf retired, fiormer occupation:
Community Activities:
Office Address:
18025 US19N
Clearwater, FL 33764
Telephone: 536-9480 x114
Empfoyer: Marinemax-Gulf�ivind
Other Work Experience:
8 yrs in construction management
Other Infierests: Boatinq. Scuba diving, Fi�hing
Board Service (current and past):
Wife is on the Park� and Rec board �
Additianal Cornrner�ts:
Board Preference:
Marine Advisory Board _
Signed: Charles A Cashrnan (by email)
Date: C/29/2000
See attached list for boards that require Financial Disclosure at tim� of appointment.
Please ret�rn this application & baard ques±ionnaire for each board listed to:
City Clerk's Department, P. O. Box 4748, Clearwater, FL 33758-4748 or drop off at City Ha11, 2nd
Floor, 112 S. Osceola Avenue
�� �-� � � -�. � ;� �-:,� �
f� � � � ��
.,
'' � ��� `' :�i ��'�
��
���"'1i �l..�{�i� ��;�'�!I�d �jf���,('��
BOARD QUESTIONNAIRE
1, What is your understandinq of the board's duties and responsibilities?
I understand that the Boards duties will involve issues dealing with the tocal rnarine
cornrnunity specifically areas of potential developrnent and conservation
responsibilities. I feel very well suited for this as I am in the rnarine business and I
have a strong backc�round in marine biolo�y.
2. Have vou ever observed a board meetinq either in person or on C-View, the
Cifiv's TV station?
Yes, ! have had two family mernbers on different boards, so 1 am farniliar with the
board rneetings
3. What backqround and/or Qualifications do vou have that vou feel would qualifv
vou to serve on this Board?
I have 8 years invested in the Marine business, specifically as a boat retailer. I have
dealt with numerous dock issues, environmental issues and have state-wide
experience with just about every rr�arina in Florida. I have a vested interest in
preserving one of our rnost precious assets along with the business sense to realize
that it is a big part of what draws people to our area.
4. Whv do vou want to serve on this Board?
I want to ensure that the decision makers on tne baard have a voice that is " pro
rnarine business" and at the same time " pro environment" which i think is rare tn
find that type af person, and I am that type of person, I am sensible, reasonably
intelligent, at�d dedicated to giving of rny time to help the community
Name: Charles A Cashrnan
Board Name: Marine Advisorv Board
� � � �,
, �. � �' ��
� �� � � ���� �
_ � ��
.,��i;,, ,._ .;���,
. . . , �,t;
'�Il`ll �L,��� l����,��'P����,9i�
O1/23/:�9� �5:is 813785863J iEL PAr'� 04
FEB—��-1�?9 11� iS CI.EAF(41f'+tEF �'ITr �:.LER1� 813 562 a096 P.O�?�004
CIIY OF CLEARWATEi� - APPLICATION FOR AQVISORY BOARI�S
(must b� Clearvvater resident)
fVame: � ' � �►
Homs Address:
��s�.7f �'p��a.l•�� �a�'�
__�Is��� ���: , ,�� _ Zip��� (
Telephone: ��� 3� �„� s- s�t 3�, ,_,,,,
How long a resident o� Ci�arvvater�
Qccupation: � � P ��
Fieid of Educat(on:�°�'�' P'�`V���♦r`
_ �� /� n ,
�f�! . " //i4��w. .l��vi:✓ .i._s_. li�.�
�
r �'
!! Cc ,. � t.�t�`.� .
�-�P• , s���.�,.£L/FF��.�� �
r
4ffice Address;
.
Te{ephone:
Employer.�, �-� �`� �. � +�
cJther Work Experlence:
I�r< ��,s,�. Co._f.�L �- 5�..�'� c.�,.,,�.ur.i,r,. � r`,'
I (-�r'=,1��►i -�s��,;,�r" �'�+ rE' C..v�s._/� 5�;;.
��,v����..
If retired, farmer occupation: �,� �.%.c - k�-•� �' � ,_,_,,,,
Community A�tivities: s:�l,:,,o C..�P,� , r�i..c.`/� ��r�,Y.*`.� C.��r;,. �, �� �.��. p
Otl��r Int�rests: Sa,/„�e -
Bo�rd Service (current and past):
8oard Pr�ference:
_/�tik:.. .� '�c�v� s . .t �l .
�
Additional Comments: � �� � .�.d`,� y ��,.�._t -• - ,a� «.��
�
- — - — �„__.__. ,
,
Signed: � , G � - D81e: Z �
S�ee attac�ed list for boards that requine Financial �isclosure at time ot appointment.
Ptease retum this applecation 8� board q�estionnafre fo� each bo�rd li5ted to:
City C�erlc'� Dep��tmeht, P, O. �ox 4748, Clearwater, FL 33758-4748 ar drop off at City Nall, 2nd
Floor, 112 S. Osceola Avenue •
6/15/00 — veriEied continued interest
�
O1/�3/i�33 05:13 31jifS�'G�3�3
TEL
FE�-�7�- t?�?r 11 � 1F� �LE�i.'41�TEP � t T'�' �:LEFI
BaAao au�sY�ol�Na�RE
� �
RA� 05
�:� :'�� �7*� R,007�'0�
Appllcent'� N�mo: .��,_ T. c_� S,� • ,�
�
N�ms o1 Bo�rd App{yinq �at: 1��
t"1';�t�,,t
1. What ia yout underatanding of tha board's duties and responsibilities�
T f 1 ., _� n / � � i . _ ... .,.
2. Hav� you ev�r obsarvad a board meeting either in person or on C•View, the
City's TV sZationl
�. What backgrou� andlor quatifications d0 you have that you feel would qual�fv
you to serve on this Board?
G� � a. � •�-
..-.,.
.
i
, k.,,...�,,,
. c,.-a..-.a—..,D
,� 1 . / .-.I a , i •� . �9 / • I
.. � -�� _� �
. .j/�w�..,, ,,,,�dwe. .i... f a1� ev .•C..�.�..:�,:.0•�1•.-��+ ,
�
4. Why dd you want ta secv� on this �oard? .
c�� ' �
�
.��-� - � ��-�-�a �� '� �..� �� .� .
�
�,� • -
��
�
���'`��....�..�,. _,._.�.... _ . .,�._ _ ..
�l3 ��
.
�
;
} '
. �,
� ;:, �
�� `� ; tf I —
-r :I
�
�
��
�
\�
. �,- �`
� �� ; w � �
�•..� Z�,.
, � i .�
.�;,. �. =j ; � !'�� , �' •
., .� . ;�'.;::-� ..�:�. � ;;
',r• ,¢ ' r r ,2� �'. "
�,�_ . ���! `� �
. r
� ��
���
��
�� �,
N �
�
�
�
�
a
�
c �•.
., a � N
,�. �� � � �
� , � �,
'' � i
,
.� . � .o
� ,� j , a, � y
� a �; �
H ���, r�
� ,Q � �!!
�
r ` ,�
.
.� ��
� * � \ a
, � � ` ,.
�,
; � �
, , �� � ;
, �,, �
�� �
� � i
� �� �i
������
, .,�..� :.
� �.,��: !
� �� �. �
: ,
, �`�.�,d�
. � °;� � �
�. . �;
�� � � ��
` ��
�:.{:- � � : � ,
��
L� �; � � �
.: �`�.�,
~ -- • `�� ��.�
-.�._ � ;;� . , �.
� `�� � �
� �
�
� '� � a
, � �.� �I
�
a3.1
i' �
�
�
�
�
��
I
�
i�
� I
;
�I
Mi
��
�I«
�
�
�'
�
�,
1*c'
I
,
�
��
�I
,�
�
1
I
I
�I
�
.
.\�
��
�
I
�'
�,,
,
I
�'�
.�
�
.
.,�
;�.
0
,
.�
.�
.�
-
�
O
d
�
N
�
.. .
bE99S9LEt8...�.-ET��SO� ��6Et/���/tE�~.N N
�
CITY OF CLEARWATER - APPLICATION FOR ADVISORY BOARDS
(rnust be Clearwater resident)
._-----
NamP:
Horne Address:
►�
�
Te(ephone: — �1�% "a -- S' 7�
How tong a residerrt,of Ciearwate o?
�ccupation:
Field of Education:
. -
r� __ , a r .,
If retired, forrner occupation:
Community Acfivities�
� _ ti ,..
Other Interests:
Board Service (current and past):
r.�..�.+
Additional Comments:
�
.•
d�
Office Address:
_ Zip
T�lephone:
Employer. S� ^
Other Work Experience:
� ., . n _ I
ch
c
a
�—
.
.
� • ,�F��+ �- � �'if 0
Board Preference:
_ s r � � �
r �rf—��� � .
Signecf: _ Date: / °"��'"�� _
See attached list for boards tha# require Financial Disclosure at time of appointment.
Please return this application & b4ard qu�stionnaire for each bo�rd tisted to:
City Clerk's Departrnent, P. O. Box 4748, Clearwater, FL 3375$-4748 or drop off at City Hall; 2nd
Floor, 112 S. Osceola Avenue
�������� �����:��
�_
�c � �.��rf ;f��� ����=��h� :��'(J{���v �-
BOARD QUESTIONNAIRE
1. What is vour understandina of the board's duties and responsibilities?
2. Have you ever observed a board rneeting either in person or on C-View, the
City's TV station?
3. What background and/or qualificatians do you have that you feel would qualify
you to serve on this Board?
• r ,
4. V1ihy do you want to serve on this Board?
/ �
�
�-- � ��'`� �Ov IYw 7� /'�' � �-^C�t'�?!/fi�i
Nam�. n ��-=a ��, Board Name:
' � `�'�, '?� � ._., ; _,:
�����'�� �:������ ��.��Iie�t�'�1��1�
�
` ~ 7�
� _ �/lsd��� .
;�
a�.
Thomas A I�.o�lller
,
� ,�
r' l ��i.!/ra���, �iia�iJi���i�/ ..�J/�i,Inr
July 31, 2000
Cornrnission�r Ed Hart
O�ices of the City �ommission
P.4. Box 4748
Clearwater, F133767
Dear Co�nrrussioner Hart,
�cc�rv��
r; �' fl ., r`
; :i.- �.1 �
CITY M�1N�GER'S OFFICE
Attached please find a corn�leted application for the Marine Advisoiy Board, I a.m a resident of Island
Estates and semi- retired with some extra time for vohzntary a�tivities. I have been an avid boating �
enthusiast for about 20 years. As a former owner of a 41 C'rulfstar and a current own�r of a Carv�r 400, I
have experience as both a sailor and power boater. In the 198p's I was on the Board of Directors of the
Milwaukee Community Sailing Center, where along with others, helped develop the center into a viable
entity in the sailing community.
Please consider my application �or the upcoming openings.
Suicerely,
...-
� ,
Tom A Koehler
,,
.. . _ . . . . . . . . � � � aGy_ �1 � �, iAA + . . , .
. . � . . . . . . . U Gf � �
.. .'_. . � . . .. ' . . . . . .. .. ' ' . .. . . . . � t �� ,
� ' � . . � . . � . � . i.
��T�����K �a��,���rM��r
892 Harbor Island, Clear�vater, Fl. 33767 Plzone: (727) 447-573$ Fax: (727) 442-8263
� ' TomK�,i�,CCandW�ter,c�m
--_.—_ �_...-_.
. .
�IIi1 ' '_
�
�
;i
4
Y
s
. ' . . . � . � � . . . . � . . 1
• •
O
t:: ' . � ' � . . � . . � . .
�t .. �,: . . . . � .. . . . . � . ' ' ' ' . . ' ' . .
��., �'�i. . ` -. �.;.. '. � :',.. . . . . . . . .. . . • . " . � . . . . . ' � . .
.,. ' �:.: � : �..': , � : .; .. , _� : . .: °. .'� � � _ _' :.' _ � � . . . . ' ' . , . . . . � . . . _ � ... .. ' . .
. .. . � ... ; . .. � ... . . . _ . . � ... . . ,_. .. . _ . . ' .: . . ' � . . . . � . . � ' . . � . . � . . . . .
i
}�: :' :. - �.': ��,' ;.:� . . . � ' . .. . � . . ' � _ ' . . . . . � . , . . .
. . . . ,. , � : . . . �. . . . . � . . . . . . . . . " .
,
.. �. . , ;.. �. . ' . . . . . .
, . .. .. . . .. : . � . .'� . . . . . . . .. .
., � ; �.. .� . .. . . . .: .
_ . . . , . . . . . . � . � . ' . . . . _. . ;
!. �-
�; �v�.� ,: ��.'� � : . . .
�. .
. - . � . � . � . . . . ' � . . . . � . ' . . . . ' . . . . ' � . . � . � 4
:.' . . �.. � .
.
.. �... '..,. . . '� . ... . . . : . . . � . '
. �..� '� �.: .��'_ .:�. �.: . . ... . .. ._ . ... . � � .. . .. . � .
. : . . . . :. , .�_ �.�. , ' . . '.. � . . . . . .
� � '- . -,. . ...�.' .. . :. .. .. .. .. , .. . . . .. . . f
:. : � . . . .... � : _ ; _ .. . . .. . , .. . , . " ' ' � . . , , _ ' . ' . . ' . . , . . . . . . . . � �
. ..._ : . � . _ . . . . . _ . .
,�_ �' ,,. � ;�, . : :' ' : � "�' ,' . ' . . � . � � � . . . . . . � . . .. . . � .
, . ' ; _ '.� .. .,: '� � � : . . . _ , .
.� ' � � ..... � .: ..
'.' ._.:. ...., .. .. . ..;:� ,...� - � ' .,:.. � ' � . . . .
.. �� � . ... .
\:_"., - . .. . ' ...; "' . ., . "'... .., �..' � . � , '. . .
� �� .. ._ . _ .
, � '. . . . . . ..: . ��. . . .
+ .: .
..;.. - ., ..� ...:�... �' ..- .. �:,. - . . .. . . ,
..: � ,• . .. . .
�" � .'..'.�.:.'... �.,�.�.:.:.-�' .� ;,,:.:.. . ..�._. :�-.. . . .. . . . , . . . � . ' � �
•:. . . ' . ., '� . .. . �... � . . � . . . . . . . t
. ;, . ..: �.: ._ _ '.�:� �� '' ' '. '' .... �. ��'� . . .. . . . . . . , _
:..
, .. . . .. : . . ' . . . ... , . .� , �, '� ' .� : . .. . � �.,,' . _ . . . . .
. . . - , . '. ; . ; �... . .<' � ". . . . _ � �. .. _ ': . � . . . . . . . - A
1 � . � . . .. . . . _ . . � ' ' . . � ' � . �
t .�F . . � � . � � �� . .. ' . � .. - " . .. .. , � . . . �
;
. , . , �. ,: . . . . . . . _ . . .
� �.. �... . . � . . . � .. ..' . . . . . . . , . . . .
, �.,: �., . �: . ; �.�' � . . . . . .
. :� '. . . s .�:� ..:.� �. . . �_ .,. .�. , . � ... :� . .. . ,
�
._ .r. . �... �.� .. . , - . _ .. .
f
�'.. .; ,: ,
� , , :
., ' : ' ,
, ....
_'1.� v . .�: . . �. � �' k::;" , . ' - . . '
� . ..,. : ..: . . . . . . . . . ..
I .' '. . .:: _ .. _ .
.: �. ' . , . . _ ' ._.
:. .._
� ',' . �. :; .-. .'... . . . ' '. . � � � . . . . ' . . . � . ... ..
�
. ; '� .. .. . .
�' ; ' ".. . . ". .. ' . t . . . . . . . . . . . . . .
� � . '. � ��� _ . .
. ,, � S . : � - � . :. �_ - � . . _ . . . ..
�t. r
' 1(
i ' � . . . .. , .. . . 3
- :
4 . ,�' .. .:�j ..:: ..', ._.. . ' . ' � ' . .... . .� .
.. ., ' �. � .. . ' . .;. ' .
. . ` : . : � . y ':. '.'... : . �
, : .. F ... ... � .
.:"
4 .' . , t . .'. ' . . . . .
�; . _ .a... �
, - - _ ,
,:
t .. �� :,. . . . .� �.���1: . . °:.,e: . . �.. . . .. " ' . ' � �
,
.'�z f ': �,: � `� �.. '. ' . . -. . . . " ' , .
;
.
r�� _.. � .:.
.. _ . .. , . : ._ ' . � .
:�.' - : '._.
,k� ":. � . . � . .. .,.. �: � ' ' � .. -. . . .
. � .. �. ..�.,., .,.. °.. . ., . .
,� ,
.:. ._ .. . . . ... ._ , ..�..�.. � .:�. � .; .,'...�_.
}
- - -- � � . � .. . �� � � � �
. ', :.__ . : ' : _ � ::�r { - � . . . . .. .
Z.- ' . . .,., � . '�'". . . � .. .. . .
,
� . .:s.... . . .. . , : � . . - .
. �.. .. ..'.
. .' � ... .. . . ,
� . �. :.:_ , ,. , . . _.Y . - . . . �
, . . '.. ,
�.. .,.. ,. . . �. . .,a . ��_ � .. ... .. .. . . ..� r.
.�.: ,: . '� � ,
.�..,.. .. ,�,.. . .. . ..� . . �' '. . .
}
....� . �., :,. . '_ .. " .
. .� .�. .. .. . . . .� ._, .,... : . .
. , . . ..
,.�. . �. ..,,. ,.' .'�. .� '�.... �' , ��� .' �' , . , . ,
>E .
.,:. ... ., �... _. �.... ..�v... .. ...- .
,, M1:. .. . . . � ,
r
. .. .. . :. .,. . . , ..,.. : .
� f . . � ,.. .. '. . ... : � - � . - . .
�r: .. '. �..; �.: ;.: i,. `r .�.,'., ' : � ' .
t
�'..' :' . .' �. . � �. . .• , . 1�
... . . . ! .: . .:..' . . ..: . _ .
{ . . . . . ' . . 1 .
, . .. .. . . . .� , . , . . . . . . .
:... �... ..: ;�,; �.:. �:�:.�. ���' � � . . . ' .. � . ... . ... .. . ' l
. .� . . , . . . , . .
. . � ., :. .. .. ..' .. , , _'.. � . . .. ' . . , . . . . . . . . . . - � . .. . . .. . .
. . .' � ' . . .., ' .
'-1.. .. ; ...' � . � � � . ..� ':' . ' � ' � . ' ' . . . . . ' . - .. '
, : .... , f
;
. .'.'..._ . . ��.. ':: , ". . . .. ' . . _ . . � .. . . . . . . .. . . . . . y
. - • : . �.� .� :. .. . � � ;:, : �
- ' ' .. :' ' , . �. . . . . . .. . ' : '. . . . . � . . � . . � . . . . .. �
.. . . . . . , ' . . .. . . . . . . � . . . . . � . � . . . . ' 7
� ' ' . . ' . . . . ' � ' ' �
. ' . � � . � . � V �
1 � i
1
PRELIMINARY AGENDA
Clearwater City Commission Worksession - Monday, February 26, 2001
foilowing closed attorney/client session beginning at 8:30 a.rn. but no sooner than 9:00 A.M.
Employee of the Month Award - 02/01
Team Award - Jan./Feb. 2001
Convene as Community Reclevefopment Agency (CR�):
1. Call to Order
2. Approvai of Minutes: 1/16/01
3. Adopt amended First Quarter Fiscal Year 2�00-2001 CRA budget; authorize appropriation of
entire balance of CRA Trust Fund remaining as of 9/30/01 to CRA Miscellaneous Fiedevelopment
CIP
4. Verba( Reports
5. Other Business
6. Ad�journ
Reconvene Worksession
PJR PURCHASING
1. Alltel, cellular digital packet data seruice, 3/2/01-2/28/02, $135,000 (PD)
2. Hughes Supply Inc., 12 s�un concrete I�ght poles, $ 26,160 (PR)
3. Communications International, 1 st extension, mobile radio ba�teries & Ericsson radio parts,
550,000 (GS)
4. Sheehan Pontiac-GMC, Inc., one �001 GMG Savanna 2500 Cargo V�n with options,
replacement, $17,699; financing to be provided under City's Master Lease-Purchase Agreement
(GS)
5. Ericsson, lnc., 1 st extension, repair of portable � mobile radios, 4/7/01-4/30!02, $ 50,000 (GS)
6. Kaiser Pontiac, one 2041 GI1�+IC �ierra 3500 cab �c chassis w+ith option, replacement, $30,921;
financinc� to be provided under City's Master Lea�e-Purchase Agreement (G�)
7. Leahchem industry, Inc., 1 st extsnsion, ��uminum Chiorhydrate, 5/1 /01-4/30/02, $120,000 (PW►
8. Bobcat Campany, lease-purchase financing for 'i 2/12/00 app�avee! p�rchase of a 2001 Bobtrack
864 loader with attachme�ts, $36,331 (GS)
9. Parsons Engineering Science, EOR, engineering design re ie�tersection Bayshore Blvd. & SR6U,
556,663.70 (PV'U)
1. Fiscal indicators 1W501
BU BUDGET
ED E�ONOMIC DEVELOPMENT
1. Agreement with lVationa! Developmerat Council, 1/1 /01-12/31 /01, deve{op & assist in
implementation of City's community & economic development prngrams, $40,500 (Cansent�
FN FINANC`
1. Res. #U1-�7 - Establishing intent to reimburse certain Water & Sewer project costs incurred with
proceeds of future tax-exempt financinc�
2i2sioT
1
GS GENERAL SUPPORT SERVICES
1. Approve a Sports Facility Develo�ment Agreement with Philadelphia Phillies listing property
(ocated at 2465 Drew Street (corner of Drew St. & Old Coachman Rd,) as primary project site;
approve renarning of capita) project to "Community Sports Complex Developrnent and
Construction"; approve allocation of $2,695,000 of unrestricted retained earnings of Central
lnsurance �und
LIB LIBRARY
i. Agreement with Harvard Jolly Clees Toppe Architects, architectural services for new Main
Library, basic services for $1 ,213,500 and an additional services allowance of $359,200 for a
total amount not to exceed $1, 572,700, increasing current not to exceed amount of S 1,104,364
by 5468,336
2. Accept S 1 �0,000 Pinellas Public Library Cooperative grant to be us�d for construction of new
North Greenwood �ranch Library (Consent�
3. Arnendment to 1/21 /95 Agreernent with State of Florida Department of Managernent Services/
Building Construction Division (DfVIS), re project rr�ar�agement services for new Main Library,
increasing current agreement amount of $170,626 by 588,864 for new total $259,490
� MR MARINE
1. Lease Agreement with Civil Air Patrol SER FL043, an auxiliary of US Air Eorce, use of city
prope�ty at Clearwater Airpark, 1000 N. Hercules Ave., for term 1/1 /01-12/31 /03, for $1
(Consent)
PD POLiCE
1. Clearwater Police Supplementary Pension Plan Board of Truste�s - confiirrn appointment of James
M. Quinlan (Consent)
2. Agreement with Di�trict Board of Truste�s of St. Petersburg Junior College & City's Police
Department, cash rnatch funding of 539,000 for 1/1101-12/31 /01, Ameri�orps - Pinellas Praject
for suppr�rt o{ membership (Consent)
PR PARKS AND RECREATION
1. Authorize Parks and Recreation Board to solicit public input for naming �f new recreation &
aqua�ics �enter to be constructed on N, GreEnwood Ave. (Ray Green Field site� and to have
board formul�te a r�cornmendation nn proposed name to provide te Commission far final decision
1Consent)
2. Lease Agreement with Phil�delphia Phillies for Garpenter Field Training Complex
3. Publi� �learing - Declare surplus for purpose ofi leasing to P'ACT, In�. (Ruth Eckerd Hall), portion
of Sec, 9-29-16, containing 4�1 acres rnol; approve lease and fiacility use agreement with PACT
for initial 30 ye�r terrn, far total rent of 5100 payable in advance, subject to and conditioned on
City obtaining title to property
PW PUBLIC WORKS
7. W4rl� Order to Tampa Bay Engineering, Inc,, �engineering & architectural design servic�s, new
Sand Key �ire Station, $y8,30� (Consent)
2/2G/01
2
2. Work Order to McKim c3� Creed, enginee�ing services for construction of WPC Consoiidated
Labz�ratory to be located at Marshall Street Advanced Pollution Control Facility, 577,400
(Consenti
3. Contract to Angle & Schmid, Inc., construction of WPC Consalidated Laboraiory,
$2,119,683.28; approve subsequest Change Order to deduct 596,349.24 (50%) from the
contingency, for net amount $2,023,334.04
4. Contract to McKim & Creed, construction engineering 8c inspection (CE&f) services for both
Northeast Advanced Wastewater Treatment Plant improverrients & Northeast Reclairned water
storage and pumping expansion, $270,400
5. Contract to Westra Construction Corporation, construction of �{ortheast Advanced Pollution
Control Facility improvement� & reclaim�d expansion, $9,410,000
6. First Reading Ord. #fi62-01 - Amending Sec. 3 of Art. XIX of Appendix A, reiating to parking
fees (increase from S 10 to $12.50 per day for use of revenue generatingltimed parking spaces at
beach)
7. Ratify & Confirm increase of purchase order to Leachem Indu�tries, Inc., chern6cals for IMPC,
from $72,000 to $1 18,000 (Consent)
PLD PLANNING
'1 , (Cont. from 2/15/01) Public Hearing & First Reading Qrd. #6641-01 - Relating to Downtown
Clearwater Periphery Plan; adopting an amended periphery plan - To be Continued to 3/22/01
2. (Cont. from 2/15/01) Public Hearing & First Reading Ords. #6639-01 ᧰-01 - Downtown
Zoning for Northwest & Southwest Expansion Areas of Periphery Plan - To be Continued to
3l22/01
3, Pubfic Hearing - Ftes. #01-06 - approvi�g Deve(�pment Agreement with Clearwater Seashell
Resort L.L.C. (Kimpton)
CLK CITY CLERK
�, Marine Advisory Board - 1 appointment
CA LEGAL DEPARTMENT
Seconc� Reading Ordiriances
1. Ord. #6645-0'1 - Annexation �& redefining boundary lines of City to include said addition), Town
of Bayview Su�., Lots 2& 3 and vacated portion of CR31 (Laura Nall C��nolly Trust)
2, Ord. #6646-01 - Land Use Plan Amendrr�ent to Residential/Oifice Limited, Town of Bayview
Sub., Lots 2& 3 and vacated portion of CR31 AND change of Land Use Designation for Myron
A. 5miths Bayview Sub., Tract A to same (Laura Nall Connofly ?rust)
3, 4rd. #664`I-01 - Office Zoning, Town of Bayview Sub., Lots 2& 3 and vacated portion or" CR31
AND rezoning Myr�n A. Smiths Bayvisw Sub., Tract A to same (Laura Nall Connoily Trust)
4, Ord. #66$1-01 -�nnexation 1& redef�ning baundary lines of City to include said addition), Sec.
2�-29-15, M&B 1 1.01, proposed 2'IQO Lakeview Road (City)
5, �rd, #668�-f11 •• Land Use Plan Amendment to Preservation, Sec. 24-29-15, M&6 1 1.01,
propo�ed 2'� OQ lakevi�w aoad (City)
6, Ord. #6�A3-01 - Preservation Zoning, Sec. �4-29-15, M&B 1 1.01, propos�d 2100 �akeview
Road (Cityp
7, Ord. #6F8a-01 - Vacating west 5' of 10' Drainage & Utility Easemenfi lying along east �ide of Lot
40, Countryside Tract 6 Replat (Ryan, V2001-01)
2I26/01
3
�
i
�
�'
,
`; .
8. Ord. #6692-01 - Amending Sec. 32.374(1 �, providing for metering of non-irrigation reclaimed
water service users; creating Sec. 32.373t3), requiring backup potable water systems for esrtain
reciaimed water customers; amending Art. XXV(3)(f► of Appendix A, as amer�ded by Ord. #6587-
00, providing fees for non-irrigation reclaimed water use (providing for metering of r�claimed
wai�r service for air conditioning reuse, changing rate structure)
9. Ord. #6695-01 - increasing domestic, lawn water & wastewater coilection utility rates by 7%
each year over the next 5 years beginning 7/1 /01 with subsequent +ncreases to be effective
4/ 1/02, 1! 1/03, 10/ 1/03 & 10/ 1/04
note: re Ords. #6639, 6640, & 6641 - see titles PLD1 & PLD2
Ords. #6684, 6685, & 6686 were withdrawn on 2/15/01
Other City Attorney Iterns
Cit�� Manager Verbal Reports
Presentation�s) for Thursday Night
1. Library Foundation report on fundraising - Julie Lewis
2. Proclamation: Celeb�ate Clearwater N eighborhoods Week - 3/25-� 1/01
Other Commission Action
� Adjourn
2/26/01
�r
;
�
t
;.
, ` = >, , ,
-. : - }.::;. ..-
�_:.�
•
i
v
' ; . -
- ,
_ ..
., .
.::
. `. , � .:
; : .
_ . � . >.
, ,e , _
� �.. : � -
a .: .
.
:- , _ ;> :. . _
, . - .. :
, .
: t ,
,. �-
,.
... . . �_...
_ , .
; ; ..,:,,._ .. ._.:. ..: :.
.. . .. i�:: ... . 4..:
. .. .. . .: . . . .
:: .. . -, _ . �:.. .: ' _
�. �. . . . , `� ,
. .� , . .:. .._ _ �:::� t
.
'' ' � '. . ; :'. �',. � ' � ' � ' �
,:
..; . ... ::: ' :,. ::. � . � . .
' � . .. - . - . - , '
. . ., .. ' . - . . . . �
..'.
. '. . . ..: .. _ . '. _ ..
. . .., . �., : ..�..� . .�'... '
. . . ... '..:' . '. . ;
�. '. �'.�. .Lx �. ' ,:.r . .�'. . ' " " . . _ . .
.
. . .... �. .� �. �:. .� :� "':: - . ..
. . ' ' - - �t ' ..
� . . .. .. . .., . . :: .... ; �. .. . _ _ ..
..... ..w. .� ,
. . . . - . �. . . �.. . .� . . . .,. ..� . . ":' ... � . . _ . _ . . .
. .: ... ..r:. � _.':. ;'. . ,... . ...: ::.: ' ....� . ..�''� . . . . .. '. . .
_ �
��a�- �
m��.__. _ .. y .� . .. � _
�
il
i
i
x
�
. �
�� —
�ISCAL C011SDITIONS I�P�fD
FIN�1teiCIAL I�VDICATORS
February 2G, 2001
... . ... . ... ... . .
� o
� } �1��.����� ,
�
U
�inanciai �'rend
N�onitoreng System
e pesigned by ICM14
• Identifies F�nancial Cor�dition
�actors
e Meet derx�ands of natural grawth,
decline and change
�nvironme�tal ��ctor�
e Comm�anity needs & r�sources
o External economec conditioras
� Intergov�rnmental constraints
• Natural disast�r & emergencies
• Pnlitical culture
Fana�cial Conditi�n
• Maintain existing service levels,
s Withstand economic disruptions,
• Meet demands of natural growth,
decline and change
Thirty°°five Indicators
• Warning Trend
• Farmula
� Da#a and Bar Graph
• Backround (Description)
• Cit� of Clearwater Analysis
P�Et���iAl.
IIV�ONI�
� 2�
�
y 15
�
s 5
H
� Per Capita
� Constant $
r.
ti9g6 q99a �00�
.
a
�
EMWLOYI'JIEN�° � Rate
� 5-Year Trend
4.0% '
�—
,
3.0% ' ,
2.0%
1.0%
�9°�6 ,�g°J� Zpp�
� 1tGAI�I I�ATIOIV/�L
��A�TO RS
� Management Practices
• Legislative Policies
idET i�l��FdA1i'11�8G � per Capeta
itE\/El�ItJES � 5-Year �'reo�d
$6�C0
�f 6�
$640
$624
�199� ,�g�►$ ZOpO
BUSI�IESS
acriv�a�Y
N 150
s
� 100
�
� 50
� Assessed 1/alue
,� Constant $ �
�99e ,�oj9$ Zp00
Financi�l Factors
e Revenues
• Expenditure5
� Operating Positian
• Debt Structure
e Unfunded Liabilities
� Condition of Infrastucture
� t�tdC�1.L.�C'3"ED � Perc�ntage
'� P1t�QPE�tilf �'� ,, g-Year Trend
.7%
I .5°/a ; _. ,
.3%
.�%
+�996 ,�g°�$ �p�4
O��er Revenue Factors
• R�estricted Operating per Capita
• Intergovernmental
o Elasiic Tax
• One Time �
o User Charges
• Revenue �hortfalis
�1�61�GE
�ENEFi'�'S
30%
1.'0%
�A%
� Fringe �enefits
� 5-Year 4rend
�°�y" �g9$ Za,4Cf
�elb� Ind�cators
• Curren� Liabilities
• Long-4erm Debt
s Debt Service
�Overlapping Debt
EiNP�OYE�S � �mpioyees
PER CAPIT� � 5-Year Trend
12 — �- , _` ,
10
8
6
4
2
�996 qg°.!� �p00
� j���'�tl�� �a1S1�lOCi
Indic�tors
v General Fund Surplus
• Uncfesignated Fund Balance
� Operating Positions of Enterpri�e
Funds
o Liquidity
Unfut�c�ed Li�bilit6es
•�UnfuncDed P�nsion liabifity
� Pension Ass�ts
eAccu�ulated Employee Leave
:'
0
Capitai Plant
Inciicators
• R�aintenance Efforts
�Capital Outlay
• Depreciation Expense
Areas of Concern
• User Charge Coverage
� Net Operating Expenditures per
Capita
� H�rborview Operating Ftesults
+ Maintenance Effor#s - Streets &
�torm �ewers
1dET OPE6ZAi'6t�iG � per C�piia
E):P�1N�1'i'UR�� nf 5-Year Y�end
$BOQ ---�
�700
��oo
$500
,�99�
�199� ZO��
O�era 11 Res u Its
o Positive 77%
•Marginal 12%
• Negative 11%
�JSER �HA►�2GE � % og IExp
�C�\/E6t,AGE � 5-Year Trenci
80%
60%
40%
2ti%
1°�y" 199�y ,�p0� .
O-IAR�OR�lIE1P11
OPE�tA'TING
$ O
$(�UO)
$�aooD
$�soo�
�(�oo�
�
� Qinnual Loss
� 5-Year irend
• o s
1 1 ��1.�, �1 O �, 10�1.
. . .
�, �'� 1 � V�'1 1 �
�7� S V
e
l�
1`�C�
.
1 l� �C C)
� S �
��
�
. �
�
� O
� l�.
1�S �
�
�
�
_.
,
�
,
. _ _
. .
�
:
. �
.
-
f
. � . . . � . .' ' • . ' . . " , ' : . . . . . , . � . ... . � _ � .. � 'F
. . . . .. . . . � . . . . . . . . . . ', : . . . . .. . . . . , . . . .
..; .. .. . .. .. ., .. . ' . . . . . . ' : . . . . . . : " ' : .. . . ... . . . ,; t
. ' ..: ::; . � ., .'. '.: ' ... . . ... � . .. . . . . . . . . . . ., �
. . .. . . . . . .. ... . . . . , . . . '. . . . � -. . . ' . . _ . ' . i
, � �.. .. '-. �. . . .,. .. . . . . . ,. . _ . , �`
. . .. . . . . . . . . . . . . . . . ... ..' , i
� . . . . . . '. � . . . .� : �. . .
�
. .. . . :.,-. . . . . . ' . '.. . . . . . . ' . . ' ' . ' . 1
. . . . . . . . . . � � ' ' . . .. . . . �
. . . . . . . '� .. . .
.. .. '. �.. .'. � .. . . .
. ' . .. _ . ' . . . , , . ' . . � . �. . .. . . . . . .. ' �. � � � . 3
. :. . . . . .. , , . . . . . .. .. . .
' ' .. . . ...� ... ......:: :, . . ., . . . . . . . .. ' ' '. _ . .
' . � . � . . ' . ' . . . ' . . . . ' � . ' . . . � t
. . : . . . .. .' ' . . .
'. , �.. . �: . . � �_ .' . . . .. . . ' j. ., . . . .. . . .. .. .... . . .
. . : . : �.'.. .:' .. . � .. . . . .. . . . ,
. . ... . . . . . ' . . . . , . � - ' ' . . ' �
. . . � ' . " . . ' � � .. . . ' . . ' � ,i . � . . . . � . . � . . . . (r
t
. . ... � � . . . � ' �� . , � . � . . i
. . ' . ' . . ' . ' _ ' ' ' . . ' _ . . ' . . I
.. . . ' ' ' . . ' . �