FLD2003-09046 - PLT2003-00011
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; Clearwater
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Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax: 727-562-4865
CASE #:
DATE RECEIVED:
RECEIVED BY ('faff ",mal']: :; ~
ATLAS PAGE #: '2-1~
ZONING DISTRICT:
LAND USE CLASS/FICA TION:
SURROUNDING USES OF ADJACENT
PROPERTIES:
NORTH:
SOUTH:
WEST:
. EAST:'- . '.. .
CJ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
I;)
CJ SUBMIT j,!'COPIES OF THE ORIGINAL APPLICATION including
1) collated, 2) stapled and 3) folded sets of site plans
CJ SUBMIT APPLICATION FEE $
I+-
'* NOTE: ~ TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLANS SETS)
NOV U 6 LUU,j
FLEXIBLE DEVELOPMENT APPLICATION
Comprehensive InfilI Redevelopment Project (Revised .1 VOS/~2).. ._
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-PLEASE TYPE OR PRlNT - use additional sheets as necessary
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMA TION: (Section 4-202.A)
APPLICANT NAME. VILLA ole-I SOIF OF' c.t..EA.C:L.VA~ BEA~tf: LL..C
MAILING ADDRESS: / Co ~ SA'1' S I DE;:" P ~ I \.IE I C. L..\..V 13 EA.c.H FL.
E-MAIL ADDRESS:R~ROG~S\~AOL.CO "'f PHONE NUMBER: 5 I 2. - 0 <=\- ~ ~
CELL NUMBER:
.5, Co - C>4~ p.,
FAX NUMBER:
78~ - 2.982.
PROPERTY OWNER(S): ROGEJr;:>S.R E"AC.H-
200 g.;..1L.-h-.~~e1)o~~rs) #2....
DevEl ~k~
Ct~ n..._ -bu.. Fl-
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3 ?>7C:. 7
MAILING ADDRESS:
AGENTNAME(S): ROG.El?~ BEACH DE:uE1oPHfii:7\.Jr / P4TT'1 THe- A"<'CH"Tl:~::r::;HIJ~_
P.O. Bc)(
67C",.
Crt< 'I'STAL
.&E:AcJ..4.jFL
733-~7c...q
733-37'-9
E-MAIL ADDRESS:
PAr.?C.H@ G;A.TF. AJET
SGO -0969
PHONE NUMBER:
CELL NUMBER:
FAX NUMBER:
B. PROPOSED DEVELOPMENT INFORMA TION:
STREET ADDRESS of subject site: J 8 , B R L c:; Hr W 41~
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LEGAL DESCRIPTION: LbTS 20 Q- 2..1 - 13 A 'Is l 0 S .s u B 0 I V IS I 0.(./ }.JO. Z.
(.fnot listed here, please note the location of this document in tpe submittal) - OJo.) .su~u&1'.
PARCEL NUMBER: C ~ / 2. q / I ~ I Q-S::..9._ 3 z.. L 0 (')0 J C) 2..00
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PARCEL SIZE: .~2. A~""R~ (14;OQZ Sf:.)
(acres, square feet)
PROPOSED USE AND SIZE: (6) SJiVGL.€ -FAMILy' "7"OWAlI-tOI16S
(number of dwelling units, hotel rooms or square footage of nonresidential use)
~li.l::'\.)Cnc....> S10eyA.~'- aL..P(;. SST O.Ac.J..f P~J'1 0-10' T'Cl
DESCRIPTION OF REQUEST(Sx...~S"I-j. S.O-I (WeST) S .2.'"1 A....,O 15 lroe Co"'. e.. P4\.1&?1e.-r
, CEtAS"t 1..[.;3 <-'^-.fEST)~. ~~. RC&:VCTlOfJ IN ~E4e., ~ .B~CI<...
F".qOIl 2,0 -0" "'R:> I '-0" F~1e '-00 <- Ot!:Gk..(<:":'>iUe) Bt...r.J~" IS 2.5'.-17 ,0 F/:....
A,v1O 1"'~('Jt./J.s16~ ~t;;Jc (J~ck:. ovr C?~ .s~~=-r ;::>4R'<.IA..I~ (~-S'P~.
Page 1 of 7 - FleXible Development Application - Comprehensive Infill Redevelopment Projecl- City of Clearwater
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DuES THJ~ APPLICATION INVOLVE THE TAANSFER OF DEVELOPMENT RIGHTS {T~EVlOUSL Y APPROVED PlANNED UNIT
~LOPMENT, OR A PREVlOUSL Y APPROVED (CERTIFIED) SITE PlAN? YES ~ (If yes, attach a copy of the applicable-dGCl,JmeF}js}
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c. fiOOF OF OWNERSHIP: (Section 4-202.A)
. ~ 'SU8MI'T A -COPY OF THE TITlE-INSURANCE 'POUCY, DEED TO THE PROPERTY'OR StGN AFFtDAVIT ATTESTING 'OWNERSHtP'(see
pageS)
D. WRITTEN-SUBMITTAL REQUIREMENTS.: (Section 3-913.A) .
:/ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail:
1. ' The propooed-deWlopmePlt {)flheiJan&wlftre~in h'arm6ny With tfTe '~Ie ;'bulic; roverage';'denSity'arrd'cl1aracter'of adlacem pr~e~n
which it is located.
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2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buudings or significantly
impair the value thereof. -
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The~ propose({ d'eve16pm'ent ~-;i:: riot aCflierseif aY!e'C:t 1h~} he'ayft{ o} sare!}; o.r persons iesfdih'g: or woP'oiig' f,i the) neighbOrnooa G1 the' pt6po-seo
use.
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4, The prqposed develqpment is designed to minimize traffic congestion. _
( {;) ~ESIDENTIAl UNITS WILL SIGNIFICANTLY REDUCE TRAFFIC AS THE PROPERTIES ARE CURRENTLY MOTELS WITH TOURIST
TRAFFIC
/;VS" rv2c o"c r~A-r,;=-/C I.::::.~<s"..vc~ .L?A-r:;4 S"/Pr"~~7::r
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Tne. proposed'deveiopment.is' consistent,Wiih.'the.commuhity.enaracter:of:me imme'aiate vicinity-of-the' parcei. proposed 'for -oeVelopment
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THE IMMEDIAA TE VICINITY IS CURRENTLY BEING RE-DEVELOPED INTO RESIDENTIAL TOWNHOMES _ If: 4-'-' C (. Y
. ." 6. ." The,design-gf-the.pr.qposed development minimiz~adverse-effectsj.i!:!G!l'ding,\!!sua!;,~c.ando!factOly,a"ld hOUffiOfoperatioilirnpaGts,
on adjacent properties. ,N v t. r I .&=.q ~ 4 0';;- '- v,s;+
THE PROPOSED TOWNHOMES WILL PROVIDE. . EXTERIOR DESIGN,LANDSCAPING PER CODE, REDUCE NOISE AND TRAFFIC
BY BECOMING A RESIDENTIAL COMMUNITY AND ELIMINATE TOURIST LODGING.
. 1O'COMPREHENstVE INFiLt 'REDEVELOP!vJ"ENTPROJECT CRITERiA' as a
how'
'1. . TIiea-~i6pment,*redeveiopmentQf-1he-parceitJr6bOs"'et:tlOr-U~veTdpr;ieHtiso'ftlerwi'~e impraetiealwilhouNlevia1iOi'lS from1heas-e, iflt~nsityand
development standards. ' .
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good and \'lIl.uabJe,cEI':IS100'atio'ns to said gr&n1.Or In"hand paldby said grantee, ~e recei~,whct.eofis hereby acknowledged,
has. ~ted" bats'am",- 412<1 sold' ~~e ,said grutee, lI.l1d grant~'s heir! and assipu- forc'o1:r. th~ fo!lOWini desc:ribed land.
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Villa del Sol of Clearwater Beach, LLC
181 Brightwater Drive
NOV 0 n LUU3
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Written submittal per Section 3-913.A
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With the Completion of 200 Brightwater (10) Unit Townhomes, this past year has seen a
plethora of activity on Brightwater and Bayway Drive. This is yet another project being
Initiated by the same "developer/owner/builder" with a newly proven history of quality and
competence.
This next project of (6) Townhomes will continue the precedent of improvement in regards to
both the Beach by Design Guidelines and the New Florida building Code.
These particular Towhnhomes will be 32' in height to the roof deck. The first living floor is
15'-8" NGVD. Well within the 11'-0' required by FEMA. The total building width of
119'-4" front and 113-4" rear allow for 5'-0" and greater setbacks on each side. With the use
of Landscape Hedging, PVC fencing, and the elimination of any utility pipes within the side
yard, we believe that attractive and maintainable Landscaping can be achieved.
Further due to the arc aspect of the lot configuration the reduction in rear building length
provides an opportunity to articulate the side building elevations as shown on the attached
plans and elevations.
The Human Scale of the street front will be maintained thru the utilization of low roofed
Garage entries and varied front wall setbacks within the fac;ade, providing for indivuatlity of
units as opposed to a "mass" structure.
The Materials of the building shall consist of Cream color stucco with pink/peach stucco on
concrete Block a mix of magenta Monier barrel tile roofing and flat roofing with concrete
molding parapet walls. Once again, a key feature will be the roof top access. In these
buildings it shall be achieved thru the use of elevators and interior spiral stair. All railing will be
black or mill finish aluminum.
The Newly Constructed (3) Story, (1 level parking with 2 stories living above) is consistent with
the scale and bulk of the adjacent and surrounding properties. Currently all of Brightwater
Drive consist of Tourist, i.e. low scale motel buildings. The majority of which are non
conforming FEMA buildings built in the early 60,s and 70,s. The land coverage requested is
consistent in many cases less than that of the existing structures. The side yard setback
1634 SAN Roy DRIVE · DUNEDIN. FL 34698 · 727-733-3769 · AA C0021 03
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existing between the two parcels we are consolidated is currently less than 5'-0" as is the
east side yard of the entire parcel.
The demolition of the existing buildings and the construction of new Mediterranean
Architectural Style building with Tropical and consciously designed landscaping, and brick
pavers with concrete hards-cape in lieu of asphalt will increase not only the value of the
proposed project but also the values of surrounding properties when appraised in the future.
The health safety and welfare of those residing or working the neighborhood will not be
adversely affected by the residential use of these new buildings as the current use of motel
generates more traffic and transient personnel, the stability of single family ownership may
well be an asset to the neighborhood and the Beach community.
The minimization of traffic impact is realized by the change in occupancy from Motel to
single family. The Institute of Traffic Engineer data substantiates the decrease in the number
of daily trips made to and from each parcel. Due to the cui deSac termination of the street
the back out parking has been approved in past project submittals.
The immediate vicinity (with all due respect) of the parcel is more "ticky-tacky" in its low
scale and non uniform signage. We have eliminated all signage and are providing a
project not only consistent with the Clearwater Beach by Design Program, but superior in
quality of materials of the proceeding Townhouse projects.
The proposed development will enhance the visual character of the neighbor hood,
increase surrounding property values and not be negative relative to acoustics and
olfactory (bells and smells) other than that the usual single family stereo and barbecue grill
would provide.
No site lighting other than lights as required by the exit/entry doors (of residential style and
scale) shall be provided.
The consolidated use of these two parcels as Townhomes, that is single family residence is
truly and asset to Brightwater Drive in all the General applicable criteria of the Clearwater
Code.
COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA
The redevelopment of the parcel without the side-yard setbacks would render the cost
feasibility of the project (that is the land purchase and the construction of upscale 3/4 million
dollar purchase price units) undo-able.
1634 SAN Roy DRIVE · DUNEDIN. FL 34698 · 727.733.3769 · AA C0021 03
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The use of the property as Townhomes is not only consistent with the City of Clearwater
Code of Ordinances, but is encouraged by the Beach by Design Document. Truly this
project is not only in the best interest of the future owners but also the neighborhood and
Beach Community.
The compatibly of Single Family residences with the adjacent Motel uses is best understood
when taking into consideration the long lease tenants of some of the local "mom and pop"
motels. There is no mix of use "within" this projects, other than the boat docks.
The upgrade financially, esthetically, and with regard to the health safety and welfare of not
only the adjacent property owners but the City as a whole is evidence by the future
Landscaping, Architectural Quality of the Buildings, not to mention the the introduction of
Fire sprinklers and new fire hydrant at the dock and the non transient residents.
The off street parking for this project is being provided by enclosed (2 car) garages below all
the future residences. The individual access drives to each garage shall be a minimum of 20'
allowing for a car to pull completely out without crossing the sidewalks (which have been
relocated adjacent to the street curb. (as recommended by the Traffic Engineer). This
situation is a great improvement over the existing parking/back-out spaces that are on city
right of way. As such, and in consideration of the single family use of the buildings, the
Traffic Engineer has supported our past requests to provide Individual drive access to each
Home.
1634 SAN Roy DRIVE · DUNEDIN. FL 34698 · 727.733.3769 · AA C0021 03
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e ~velopment 0 e parce propose or eve opment as a compre enslVe In re eve opment project Qr resldentia In prOject WI not reduce
fat!" ITlarlcet"'llalae-of-abtRlin~-prcpertie&:-fInell:lde1tte-eldstingvaltte~ite-and'the-propos~value'OHhe-site-With~~ments-'7. _
THE RE-DEVELOPMENT OF THIS AREA HAS RAISED BOTH THE MOTEL PROPERTY VALUES AND RESALES OF THE RESIDENTIAL
TOWNHOMES HAVE BEEN INCREASING. (.1/3 "'1M 1.5 ""'~T 'f'e-4<" ro 2.X Co..s...,- ar=- 0<'16.
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3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of CleaIWater.
TOWNHOMES ARE A PERMITTED USE WITHIN THE EXISTING TOURIST ZONING. -,qNO I:/!../CO l..J>C...I'9-G Gz:>
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4.. The uses or mix of use within the comprehensive infilJredevel6pment project are companblewiltiadJacentfiuid'uses.
---r7-I t=: 00 ~ / A../ 0 e F.c::E'C.-r- H #7-S ~ CG; o;J .' . FAeOA" 2.C>~
/11i!!:./ 6 1i-r-u.J 4 ~ ..,.-0 l:r a D.-r./ L3~77-1- 'C) / DC-:S ~ 6~~v471'l:J(/
U-J I-n-J 0 u .q l-I .,.., .4~ C d / T"!? C. TV ~ A- L- f l=e- H JC9 C' 0 P? P '-"I /Y-/'l../T l3 L..O 6
IS .., A- 1:::../ /\/ C ,It' '-A C e;.
5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise
..availablejll-_1he.city.Df Clearwater.
70 t,./.,J /-; 0 -1t::=::s RACe- /9"'r~oP~1 ~ rs: 7J..JJ;;-,L:JC;C1=S F/
'--- .
Ort y ~ L:J ~~CH (/) s t4 d / i-/ r7 1=,e:orn RO 8.1== fi<='=.- )::::'=Y .s b-z..uAJ6
FEi4-rv ~~ .. . O~ S/TC:S .PQ --V~:r o;J-7=t:::7'l- -rH~ l.,..J1e:z.,v (
6. 'fhe development oTttle par~1 proposed .for development as a compn~hensive ~n~1I redevelopment project will upgrade the immediate vicinity of 1he
parcel proposed for development. - . .
THE UI"'6~Aoe: /..5 OC3U/OVS i Co "'l/T/v U,-<../C ~ ;o~o,.~
P41 Ct::S j-J~c./e- ...013 tJ&c..J:::st:::::> //1/ (J) YcJ9~ ~ SpeEC7 SC,q~
J /'-1'-'< l> vt:a::> .
7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the
immediate vjcinity~ofthe..parcel--proposed.for.dev.elopmeot.an t;Ube~City. of ge.arwater"as..awhole...
-r-!-I€ ~,+.,,vC'~~~,v/ c..&= -'l./e:t.....J PA-LM ~t::~~- s/L/e(......?"9~S'
./
FE .a;. 4
;e:;- r" r~ (> c/.~
J
C 1:) P-1.1t J N " J'-]-'
S T"1:2vc TVT7~ ~ ee-
1= i. ~ c..c::> P ~ /9 AJ '7'
,::;. B~c7=1 r 70
~ X -& ,.,..r 1;;-.
"/HE
8". FrexibifliY jfi regard 10 lOt wialfl;- required setbackS, neighfandoff--Street parking are fustilledby the benefflsto communitY cnaracter and tfie immediate
vicinity of the parcel proposed for development and the City of CreaIWater as a whole.
7HtE:: I<!!:E ~VC:.3 re-o ~ '- 0" S~-r4A-CJc.. L.s -.. b.sr C;eVCt,q.L- ;t}.S
/ r- JA/ 0 c..J '- ~ ~ c..s (,/ '- T ,....v' T7--J. L-o SS' 0 .,= 4. UA../ 17- ~ A;l K.1';v C
7J.+1:E ;:::, A/ ..q--U Q LA L- F J:: /'t-r 1 & / J-IY u,v,.e I::::.~~ ,r; ~ ~ L.l;;-.
9. Adequate off-street parking in the immediate vicinity according to the shared parldng formula in Division 14 of Article 3 will be available to
av.oid.on:Sl!:.aet.paridng.in.1he..immediate.llicinily..of.parcel.pmposed.fDr...deli.elopmeot
ON S/;rr:: P~~.c.,x..J (z... /"1./' <:<"'9~-"96~) ~ (J) 1'1./ .PA::IL/e:
f.-.V /~ '- lIE!. ~~~ 77:L ~ C v.<:...~ ~jf.rr As "'~A L-r v u "v6L.4..-
C;,r:: d' ACJc.... C) V .I P A el::..l A../ 6 /.....v/O d ~J~ I-J.:r t.-{.) 40 ~.
- 10. :-The .deslgn of aD buildings compnes with the Tourist~istrict or.J:)owntowr.l--District design ,guidelines i~Divisioo .5()f. Ar:licle' 3'(as appficable).- Use
. separate sheets as necessary. ,. .
rJ.t I ~ p~ 1f277 C L,...I c-,q ~ ..c:> L:!!;. / ~ N e XCb ~ <:' 77-1 ~ i?x..1"'G'c:nc:J'J-7~
o J=- .f3 t:;7::J- C I-J a y Oi:-st ~ V / A./CQ ~ /"oc.J"52 .77 /f,../ C Z- v ~ L/ ""e.79~
J=J.-4L~ ~.......o /,yo/ f..//~u,qt..../>-Y oJ==;. V,v/~ ~.../
4 /?119..rS / ve CO-~ OL-C'G. I9;::"P~rZ.4~-
S7'"V Cn.D C~-z....L>'? s A t-J.-. ~ / rt--../ /V -r-H-l;; .p.4 ~.T
).3 Y .P e=:s /6" ~
orp:OS'"~ TO
(b) 01 p;=cr:=ovr-
01== Ot--9CI j-.
Cone. ~ nf 7 - CI.o.vihic. r'lA\lICIlI"n~nt a"nliI'<:lM", _ r:nn'\nrQhQon~nJ'.c. Jnfin C.o.AO\101^n.r'n.ant CrnioM_ r-it\l t'\f ~1.Q~nAl~+Ar
,'~;~PPLEMENTAL SUBMITTA4JQUIREMENTS: (Section 4-202.A) .
" 'Gi;~ -~ED AND SEALED SURVEY (including dime~sions of property) - One original and 12 copies;
'cable;
~ELlMINARY PLAT, as required;
~CATION MAP OF THE PROPERTY;
~EE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location,
including drip lines and indicating trees to be removed);
~RADING PLAN, as applicable
F. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A)
~ITE PLAN with the following information (not to exceed 24" x 36"):
':::::~ All dimensions;
v _ North arrow;
-/ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepar-ed;
-:;7 Location map;
V Index sheet referencing individual she.et~jncluded in package;
~. Footprint and size of all EXISTING bUlldmgs and structures;
7 Footprint and size of all PROPOSED buildings and structures; .
/": All required setbacks;
-=-; All existing and proposed points of access;;
,/ All required si9ht triangles;;
~ Ide8tificationof environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen
-.-/ trees,. including de~cription and location of understory, ground cover vegetation and wildlife habitats, etc;
.-/ Location of all public and pnvate easements;
Y Location of all street rights-of-way within and adjacent to the site;
~ Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas
and water lines;
~ All parking spaces, driveways, loading areas and vehicular use areas, including handicapped spaces;
::z Depiction by shading or cro~shatc~i~~ of all required parking lot l~terior landsc~ped areas;
7 Localion of -all refuse collectIon fac/lilies and enclosures {per section 3-201 (0)(1) and .Index #701};
~ Location of all landscape material;
---;;;/ Locatioll of all jurisdictionallines..adjacent to wetlands;
-.:... / Locat~on of all onsite "and o~site storm-water management ~cilities;
~ Localion of all ou.td?or lighting fixtures;, and - ^-J (;) N~
L Location of all eXisting and proposed Sidewalks
~'TE DATA TABLE for existing, ;eqUired, and proposed development, in written/tabular form:
../'" Land area in square feet and acres;
-s:/ Number of EXISTING dwelling units and PROPOSED dwelling units;
Gross floor area devoted to each use;
;:7' Parking spaces: total number, presented in tabular form with the number of required spaces;
--2 Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area;
~ Size and species of all landscape material;
;./" Official records book and page numbers of all existing utility easement;
.:;;:::; Building and structure heights; .
~ Impermeable surface ratio (LS-R:); and
~ Floor area ratio (F AR) for all nonresidential uses .u / 4
~DUCED SITE PLAN to scale (8 ~ X 11) and color rendering if possible
o
FOR DEVELOPMENTS OVER ONE ACRE:, provide the following additional information on site plan:
One-foot contours or spot elevations on s"ite;
Offsite elevations if 'required to evaluate the proposed stormwater management for the parcel;
All open space areas;
Location of all earth or water retaining walls and earth berms;
Lot lines and building lines (dimensioned);
Streets and drives (dimensioned);
Building and structural setbacks (dimensioned);
Structural overhangs; .
Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees
M/Lj
Page 4 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater
. G. LANDSCAPING PLAN SUBMI
/'
~'
~
~
~
~
/
./
/
V'
:::7
o
~
~
L REQUIREMENTS: (Section 4-11 02.A)
LANDSCAPE PLAN:
All existing and proposed structures;
Names of abutting streets;
Drainage and retention areas including swales, side slopes and bottom elevations;
Delineation and dimensions of all required perimeter landscape buffers;
Sight visibility triangles; .
Delineation and dimensions of all parking areas including landscaping islands and curbing;
Proposed and required parking spaces;
Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline (as indicated on
required tree survey); .
Location, size, description, specifications and quantities of all_existing .and proposed landscape materials, including botanical and
common names;
Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and
protective measures;
Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expreSSing in both square feet and
percentage covered;
. Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board);
Irrigati.on notes .
REDUCED LANDSCAPE PLAN to scale (8 Y2 X 11) (color rendering if possible)
IRRIGATION PLAN (required for Level Two and Three applications)
COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable
H. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and
4-202.A.21 )
if
9
"7
ti
T
7
&I
STORMWATERPLAN including the following requirements:
Existing topography 'extending 50 feet beyond all property lines;
Proposed grading including finished floor elevations of all structures;
All adjacent streets and municipal 'Storm systems;
Proposed stormwater deter.ltionlr'etention area including top of bank, toe of slope and outlet control structure;
Stormwater calculations 'for attenuation and water quality;
Signature of Florida registered Professional Er.lgineer on all plans and calculations
COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL
(SWFWMD approval is required prior to issuance of Ci.ty Building Permit), if applicable
COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable
I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23)
Required in the event the application include~a developm.ent ,,:,here desi9.n standards are in issue (e.g. Tourist and Downtown Districts) or as part
of a Comprehensive Infill Redevelopment Project or a Resldentla/lnfill ProJe~. . __
~J.k11LDING ELEVATION DRAWINGS - all sid.es of all buildings including ;eight dimensions, colors and materials
~ REDUCED BUILDING ELEVA TJONS - four sides of building with colors and materials to scale (8 11:, X 11) (black and white and color rendering, if
possible) as required
.uj4'
J. SIGNAGE: (Section 4-202.A.16)
D Comprehensive Sign Program application, as applicable (separate application and fee required)
D . Reduced signage proposal (8 Y2 X 11) (color), if submitting Comprehensive Sign Program application
K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) IV/A-
D I nclude as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive PI.an.
Trip generation .shall be based on the most recent edition of the Institute ofTransportation Engineer's Trip General Manual. Refer to Section 4-801
C of the Community Development Code for exceptions to this requirement.
Page 5 of 6 - Flexible Development Application - Comprehensive Inf111 Redevelopment Project- City of Clearwater
FROM : PATTI THE ARCHITECT
-,--'
.
FAX NO.
7277333769
.sep, 20 2003 11:31AM P2
M. AFFIDAVIT TO AUTHORIZE AGENT:
l":". -r. LeISURE CO~P.
-~-
.
(Names of all pr~rty oWners)
1. That (lllmJwe are) the owner(s) and ~rd title holdeJ(s) ofltle following desaibetl property (ada-I~ss or generallocalion):
-
-;;r-
I S I B~'tI;a.4"rWt\"re~
- L.CS'T".S ~ ., ~ I
2. That lhiil property co~tes the pn>perty forwllich a request for a: (describe request)
R6ns.L1IS"LOPH~ ~F C, ') "W~AJ~~e::S
3. 'lhatlheunder$lgned(has.4lave}appointedand(doesIdo)appoint: .(ijJ & DI(iilO\lA"'NI) 'FA"'" ","",e- ~~~
AJo.!.D ~OG:~.s C~ r>~~'L(~ I DA."'l!!!' 1:>1 Ii IOV A 4fAJ I
a!' (hisJlhelr) agent(s) to execute any petitions or other clocllmenls necessaryw alfect such peti1i0l1 i
3. nul! th~ affidavit has been 9l(eroted to induce 1he City ,)f Clearwater. FlorIda to consider and act 0 1 the above dllsaibed property;
4. That the applicant acknowledge$1hat all impact fees (parts Olnd recreation, wfllc, $!C.) wi! be paid PRIOR to lhe iRUance of a bulldng permit. cenme.te of
occupancy, or O1tler mechanism, whidJever 0CClI1'S fin!t;
5. That site \Iisi1s to the property are nec;essary by City representatives in order to' process 1hls application and the owner authorizes City representatives to
visit and photograph the propel\' desaibed in this applIcation;
6. That (Ilwe), the undersigned aulhority. hereby certify th;at the foregoing is 1rue and correct.
h:J~~
F'roper1y CNmer
PrOperty Owner -
STATE OF FWRJDA,
COUfIlTY OF PINELLAS
~e me J1e undersigled, an ofBcer duly commissioned ~Ilhe laws of~ StatB of Floridlt. onlhls 2' ~ day of
~~, 2003 peJSonaByappear'ed ~~~dhV 7ii.., t'AJ~ v.tIohavingbeenirstdulyswom
0S<eS and Gays 1hat he!she ~1Il<< JJnder&twlQs. ~ ~.d1h4J affidavit thllt he1me slgned.~ .
_"',....~y.':~:',, Micnael wnaley ~
My Commission Expires: (!.~.~*1 Com.mission #00244827 _ 'J..
~"". ~.;o<: ExpIres: Aug 25, 2007 Notary Public
"'~10Ff\.O~~"'''' Bonded Thru .
'#IIt\~\ In,..
S:\PIllf1niI'l9 f)eperlm.mtlAppliCBtiOtl FormsldevelOpmorrt revi6w\200.9 FORMS\compWr6"siw infill .ppllc~tion 6-23-200$.doc
,,'~\.I\~'::~"" Michael Whaley
~~~~~.~*1 Com!TIission #00244827
~~-. ~.~: ExpIres: Au~ 25, 2007
"";~OF'i~~,'- BondedThru
'''",\ Atlantic Bonding Co., Inc_
.
.
.
>'< --
K. TRAFFIC IMPACT STUOY~ (Section 4-2C2.A.13!and 4-801.C)
o !ndude as required ifprQPOSed -deYeIopment will degrade ~ acceptJible teveI of service for any ~ as adopted 1n the ComprehenSive Pian.
Trip generation sh81l be 'based .,on'the most recent 'ElditiOn :of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801
C Of1he- Comman1t;y ~Code for exceptions to this requirement
L. StGNATURE~
STATE OF FLORIDA, COUNTY OF PINEUAS
i~' a~subscribeCl . befo~ _me this 2Z. day' of
, A.D. 20~ to ~ndlor by
- . 1) ~ , who is ~f'!;Ort811v kn~ has
p u~ as
identification.
I, the undersignec1, aCltnoMedge :that all ~resentationS made in this
app1ic8tion' are true and accul'llte 10 lhe heStof my 'knowleQge and
authotiZe City -representitive to visit and photograph the property
desaibeCl.inthis ~. .
! .
~~~4()'
N;PUblic, .
My "COI'l'V11issionel!Pires:
aA~'
SignatUred! 'property owner or representaDve
"~~~~" Michael Whaley
/i'.~_"'" '~"7. Commission #DD244827
~;-: ~.;l Expires: Aug ~5, 2007.___
";~>i 0; f\.c~", Bonde(Thl1l 1
"II II'" Atlantic Bondmg Co., nc.
~
~'____'" I>~ _ ComprBhen&iIIe tnfill RedeWiI()pment Projeel- Cit)'of Cle;mdter
FROM : PATT I THE ARCH ITECT
PROPER'N OWNER'S NAMe
ADDRESS
PHONE NUMBER
APPUCANTlS NAME
^OClRESS
PHONE NUMBER
AGENT NAMIi
AD RESS
PHONE NUMBER
.
.P. 20 2003 11:32AM P3
FAX NO.
7277333769
CITY Of' CI.fEARWATER
APPLICATION FOR PLAT APPROVAL
PLANNING & DEVELOPMENT SERVICES ADMINISTRA nON
MUNIcn' AI. sERVIOiS IilUIWING. 100 SOurI I MYRTLE ^ VENUI:l. 2'" FLO<.>R
PHONE (727)-562-4567 FAK (7Z1) 5624.')76
c.;rt:;:.. L..E~S Ute ~ C'f") Ii?. P
) 8 I ge{ t:; I-f' LeI .A-~Y? ,
: _~?- - 17 6z.., FAllNUMBE<R : 44.-:7. 4tS""~ 4-.
V.l..l-A .t:>c;L 5;;.0/ F 0 r= r_:p., LJ f'" .
:_ i~..3 B...oy 5:.1 D ~
'f, 5"' cG - '3-8 ~ ~ FAX NIJMBI':R : 4-4-7 - 684--,
; ----IS.9b E:"t2~ e.~~ ~SVl=i!a DPJt,t::::9t/r
,r") RO )( G 7b L- B cf./
,_ 5) 2.._o4<;P:.. FAXNUMBER: 44-G1- Cf7~ (;
STATE OF FI-ORIDA. COUNTY OF PINELLAS
~m to andJil.!bJCl'ibed before me this ZZ day of
PrE"MhUC:-~, A.D,.~~ me andfor
I, the undert;igned, acknowledge that all
representations made in this application
are 1ru~ and aGOOrete to the be$t of my
knowIedge-B J1 'j, _ . . _ _'
~WhO is personallY knOwtJ to
my commh;t;ion E:xpires;
,,''''111 M'
i~~V'~'.;. lc~~el Whaley
Ten (10) copleG oHhe preliminary plat must be submitted, ~ .:. ~ :. ~ Com,mlSSlOn #D D24482 7
~~~... .,;s.~:: Expires: Aug 25, 2007
, o,,..<S";, __
Ttle preliminary plat shall be prepared by a eurveyor, .rch1tect, ~ at r dl'lWn to a 8QIe
hot anutllerthan 1: 100 and ahaIl not uc:eed 24" X." and Include the follow, . 0., Inc.
NORTH MRCHI. GCALE AND DATE;
TI'tl..E. UNDeR WHICH THe PROPOSED Pl.AT IS TO ~ RECORDED:
NAME. AODRiSS AND TELiPHoNE NUMBeR 0' THE PERSON PREPARING THE PlAT:
IOENTIF1CAllON CLEARLY STATING TH^T THE DRAWING IS A PREUMINAAY PlAT:
LeGAL oeSCRIPTION OF TH! Pll.oPER1Y wr1H u.s. SURVEY SECTION, TOIIVNSHIP AND AANC9E UNE8;
exiSTING AND pROPOSeD RIGHTS-OF-WAY AND EASEMI!N'\'$;
PROPOSED STREET NAMES;
NAMES. APPROPfllATEL Y PQSrrtONED, OF AD.JOINING PlATS;
p.'
Au~ 15 03 04:45p
Hi.' HichelXe
?2?-,-9999
p. 1
OFFICIAl/ FOP-M FOR SUBMITTING PLAT
FOR APPROVAL TO PLANNING & ZONING BOARD & CITY COMMISSION
REQUEST FOR APPROVAL OF SUBDIVISION PLAT AND
AGREEMENT TO INSTALL IMPROVEMENTS, ETC.
CLEARWATER, FLORIDA
TO: city of Clearwater, Florida
city Hall
Clearwater, Florida
1. II (We)
\f , l..J...A ~ e. \ So.... OF C UtV )3Ei4\c..l4 J u.....c...
.
are the
owners of thefollowinq described property (give legal description
used on proposed plat or attach separate sheet if length requires:)
'S'Clr A-T, rJ~!t /V1~;-
and represent that all taxes have been paid on such property and
that the property is free and clear of all encumbrances except
(list in details):
A//4
.
PJe:OP~
O~k::"-.
.
(all lien holders must join in signing plat and in signing this
letter. )
2. Herewith 1s submitted a proposed plat (Must be copy.of
proposed final plat complete except for signature) of such property
as a subdivision located within or adjacent to the city thereof, to
be known as ~I~~A de\ 5Qt..,. OF ~l",.).A.) p~ 181 ti:U'~!ihJJt.1'V 2>~.
!nd respectfully request that such plat be~pproved by:
PLP..TPROCl
Au~ 15 03 04:45p
Hi.8. Miohelle
72?6-9999
p.2
{al The Planning & Zoning Board of the City and
Supervisor of Plats of the city
(b) The City Commission of the City as required
by the Charter ana ordinances of the City
3. And, as an inducement for the procurement of such
approval. (I, (We) for myself (ourselves) Cjrlli l-G"lsveET C"~~~
and my (our)
heirs, executors, successors, legal representatives and assigns, do
hereby covenant and aqree with the city of Clearwater that I (we)
will construct, erect and install within such subdivision, within a
period of 365 days from the date of such approval by the City
Commission, the Subdivision improvements as described in and
required by Chapter 133, Clearwater Code of Ordinances. All
improvements are to be approved by the City Engineer (if any at the
following are already installed, so note, or if it does not apply,
indicate as N/A);
A. STREETS: N/I'r
8. CURBS AND GUTTERS: ~ ~/A-w'
C. SIDEWALKS: J!7&7f:,. /,Rhv
D. PARKWAYS: ~/A
I.
I. ~ . I. I I
S~J.'fl\RY SEttERS; p~ L:J~
:>.s;UN"! ;:lJ:,"Il.o"~ n,o,J.,I o{,l.V"I..........t".....- r -.... - /
UTILITY LINES: /~/~
RIGHTS-OF-WAY: ~'~I'~
STREET LIGHTS AND STREET NAME SIGNS:~~~
F.
(,i,
H.
J:
Au~ 15 03 04:45~
Hie" Michelle 727.-9999
p.3
In order to secure compliance by the un ersiqned with the
4.
covenants and agreements set forth herein and within the time limit
estimated cost of the required subdivision improve
surety
, the
as prepared
given above, there is hereby handed to you a
bond or bank escrow account in the sum of $
by a Florida Professional Engineer and approved by the City
Engineer.
IN WITNESS WHEREOF, I (We) have hereunto set
hand(s) and affixed
seales), this
day of
(SEAL)
(SEAL)
(SEAL)
Signed sealed and delivered
in our presence:
WITNESS
WITNESS
.
.
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CA
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....
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CIL.
~ ORLEANSg LLC
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A PARCEL OF LAND l Y I NG I N SECT I.ON B. TOWNSH IP 29 SOUTH. RANGE 15 EAST,
PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCERIBED AS FOLLOWS:
LOTS 20 AND 21 OF "BAYSIOE SUBDIVISION No. 20. ACCORDING TO THE MAP OR
PLAT THEREOF. AS RECORDED IN PLAT BOOK 27. PAGES 32-33. OF THE PUBL1C
RECORDS OF PINEllAS COUNTY. FLORIDA. BEING FUTHER DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 21; THENCE SOUTH 14-31'57"
WEST. ALONG THE EASTERLY LINE OF SAID LOT 21.. A DISTANCE OF 110.00 FEET TO
A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE TO THE SOUTHWEST. HAVING
A RADIUS OF 815.00 FEET. (THE AFORESAID COURSE BEING RAOIAL); THENCE NORTH-
WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT. AN ARC DISTANCE OF 120.01
~=EET. A CHORD BEARING OF NORTH 79041'09" WEST AND A CHORD" DISTANCE Of 119.90
~=EET .TO A POINT ON A NON-TANGENT LINE. SAID LINE BEING THE WESTERLY lrNE OF
~_OT 20; THENCE NORTH 06-05'45" EAST. ALONG SAID WESTERLY LINE, A DISTANCE
~)F 110.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 20. (THE AFORESAID LINE
BEING RADIAL). SAID POINT BEING ON THE ARC OF SAID CURVE CONCAVE TO THE
zSOUTHWEST. HAVING A RADIUS OF 925.00 FEET. SAID CURVE ALSO BEING THE SOUTHERLY
~~IGHT-OF-WAY LINE OF BRIGHTWATER DRIVE; THENCE SOUTHEASTERLY. ALON THE ARC
:JF SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 136.20 FEETy A CHORD BEARING
?SOUTH79041'09" EAST, A CHORD DISTANCE OF 136.08 FEET TO THE POINT OF BEGINNING.
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181 BRIGHTWATER DRIVE
CLEARWATER BEACH, FLORIDA
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'VI.L~- I:>E_L
181 BRIGHTWATER
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ROOF TILES
TRIM & FACIA
1 ~OO F oX~,n
BUILDING EXTERIOR WALLS
1844 Half n Half
PRATT & LAMBERT
ROGERS BEACH DEVELOPMENT
.
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* Brightwater Point Condominiums
* Brightwater Townhomes
'* Island Towhomes
'* Paradise Cove
* Brightwater Cove
* Bayway Townhomes
* Moorings 1
* Moorings 2
CL WCoverSheet
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DATE O:J
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FLD2003-09046
181 BRIGHTW ATER DR
Date Received: 09/24/2003
ROGERS BEACH DEVELOPMENT
ZONING DISTRICT: T
LAND USE: RFH
ATLAS PAGE: 276A
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:'\ Clearwater
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Planning Department
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone: 727-562-4567
Fax: 727-562-4865
CASE #: ;::1. tJ
DATE RECEIVED:
RECEIVED BY (staff i'lit!als):
ATLAS PAGE #: Z-7b
ZONING DISTRICT:
LAND USE CLASSIFICATION:
SURROUNDING USES OF ADJACENT
PROPERTIES:
NORTH:
SOUTH:
WEST:
EAST:
[J SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
l':l
[J SUBMIT 1o!'COPIES OF THE ORIGINAL APPLICATION including
1) collated, 2) stapled and 3) folded sets of site plans
[J SUBMIT APPLICATION FEE $
I+"
Ie NOTE: ~TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLANS SETS)
FLEXIBLE DEVELOPMENT APPLICATION
Comprehensive Infill Redevelopment Project (Revised 11/05/02)
-PLEASE TYPE OR PRINT-use additional sheets as necessary
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Section 4-202.A)
APPLICANT NAME: VILLA d~1 SOlI=: OF' <!..L..EJ.\C&..<.7A~. BEAc..t+,L.~C.
MAILING ADDRESS: I Co ~ BA'-( S I DE'" P 1<:' I u'E J c. L..\..V 6 EArc.H FL.
E-MAIL ADDRESS: R~ROG~.J~AOL. COil'( PHONE NUMBER: 5 /2. - 0 440:.B
CELL NUMBER:
.s,<. - c>~~B
FAX NUMBER:
7BCl - 2. Cf B:z...
PROPERTY OWNER(S):
ROG;E"I:?S ReAC.H- 0 slJe oPk en..7T
(Must include ALL owners)
S+DV~
AGENTNAME(S): ROG.E"l:?.c<;. BEACH DE::uCloPMfiiii:7\-!r I P4TT"1 THe- At<'c:.liI~1 <:..
MAILING ADDRESS: P.O. B 0 ><
67C",.
c '2 't srA L .& E:At::::H I FL
E-MAIL ADDRESS: P Ar.?c.H ~ (;.ATE. VET PHONE NUMBER:
CELL NUMBER: SGO -0969 FAX NUMBER:
733-3.7c..Q
733-37'-9
B. PROPOSED DEVELOPMENT INFORMATION:
STREET ADDRESS of subject site:
J 81
B R1G H,W4rE:le.
LEGAL DESCRIPTION:
,.
LeTS
PARCEL NUMBER:
PROPOSED USE AND SIZE:
.32. AC.RFrc::;.
(acres, square feel)
( 6) S INGI.-EFAk, L.y TOWAJHOI16S
(number of dwelling units, holel rooms or square footage of nonresidential use)
(14/0QZ SF-]
PARCEL SIZE:
~ElD\)CTtb~ S10layACP au:>~ SRI t:7Ac..... p~1'1 O-&O'"t""'I:I
DESCRIPTION OF REQUEST(S~~. .S'rj oS. .01 <. WE:.<J;.) S. 2.'=r AfJO !S'r.:'-e COVe.. P4\.11in1e.T
(.E-AS'1' "1.1.3 l'^-.iEsr)~. ~.3.. r.2E.01C1100 IN ~EAe.. <;l;T .B4CI<-
F~clI 2,t:J'-O" il:l J '-0" Feu. 1"'oe> '- .oe-GlC:..(<:P4)c) J$Lr.,'," IS 2.:/'.77'.,-0 Fi....
AN'''' P~t:)VI.sI(:>~ F"oc lJ4c.Jt::. ov'r' O,vro -S'r'!l:ta;;'T"' P'R;?'<IA".I~ (~-S"P~ .
Page 1 of 7 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater
.
DOES' TH!;:> APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (T~EVlOUSL Y APPROVED PLANNED UNIT
-' DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLA.t.J? YES ~ (If yes, attach a copy of the appiicable.doCllments-)
L'
C. ftOOF OF OWNERSHIP: (Section 4-202.A)
rxlSUBMli A COPY OF THE TITLE-INSURANCEPOUCY, -DEED TO THE- PROPERTY OR SIGN AFftDAVlT ATTESTING -OWNERSHIP (see
page 6)
D. WRITTEN SUBMITTAL REQUIREMENTS: (Section 3-913.A)
:/ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail:
- -
1_ . The proposed-derelopment oftheft!mtWilfbe~in- harmon)' With- tfrescale ;'bulk:; &>vera~;-denSit}'-and'Char'ii(jer'()f adjacent propertiesin
which it is located.
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2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buudings or significantly
impair the value thereof. -
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3. The' ~r6~bSed de~lb~ment '~;in'- il:bt att~etseiY' ci'ffe'6t fue\ h:eaTth' of safefy"oi: pehi6hs t~fCrthg: at ~vofRrhg;ld frle-\ nei~bofh~ootf or'the' propbsa1
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4. The proposed develqpment is designed to minimize traffic congestion. _ . - -
( 6) ~ESIDENTIAL UNITS WILL SIGNIFICANTLY REDUCE TRAFFIC AS THE PROPERTIES ARE CURRENTLY MOTELS WITH TOURIST
TRAFFIC
/ -VS ., I /Va.: 0.1= T"J't!: A-r=-;=- / c.. L:::.~.s; ;- -'1/ <!::: C?C:....- ..0 ~.77"1 S'..,I P P 4 .c. 7r
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5. Tne proposed -delleiopment-is-consistentWilh'the cemmunityeharacter'ofme- immediate vicinity-ot-me- parcei proposedfurdeveiopment.
THE IMMEDIAA TE VICINITY IS CURRENTLY BEING RE-DEVELOPED INTO RESIDENTIAL TOWNHOMES - ~,q."-' P L 'r'
_ ___ 6. - The-design -gf-the_pr.qposed development !!linimiz~adv.erse.effecls;-if1G!LlCfing-_visua!-;.~<>tic.aP.d-olfactory.al1d hoursofoperation.irnpaGts,
on adjacent properties. ~l-'LTJ /=4 c ~ o~ '- v..sH
THE PROPOSED TOWNHOMES WILL PROVIDE . . EXTERIOR DESIGN, LANDSCAPING PER CODE, REDUCE NOISE AND TRAFFIC
BY BECOMING A RESIDENTIAL COMMUNITY AND ELIMINATE TOURIST LODGING.
how-
-I. -- me(je\7elU-pnrefit-arf-edeveiopmelitQf-tl-rei)an:;erpfobOs"e(flOr':'de\Il~TopJ'i~iehtis-ojhei~i:;-e il'npraetiealwilhouh1e'lia1ioi'ls from1tie os-e,iflt~nstty-and
development standards. - -
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.
. e I';)velopment 0 e parce propose or eve opment as a compre enslVe In re eve opment project or resldentia In prOject WI not re uce
fair ma~a1ue -of-abtrtling-properties-.-flnelude1tte-exisling valttecoHne-site-and'ttle-proposeQ value-oHhe-site-with1he-tmprovements-,)-
THE RE-DEVELOPMENT OF THIS AREA HAS RAISED BOTH THE MOTEL PROPERTY VALUES AND RESALES OF THE RESIDENTIAL
TOWN HOMES HAVE BEEN INCREASING. c.. 1/3 -n..J 1.5 Y::>~r (' e4 <.... TO 2. X C o..s;- a F 0<: I 6 .
~ 4 <...c l2'L 4-1 ZO 0 0 ~'6 t-I.?t-J 19-~ )
3. The uses within 1he comprehensive inlill redevelopment project are otherwise permitted in 1he City of Clearwater.
TOWNHOMES ARE A PERMITTED USE WITHIN THE EXISTING TOURIST ZONING. -.4A./O c.~CO U><:JIT<S Bz:>
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4. The uses or mix of use wilhinthe comprehensive inffllredevelopment project are compatJblewi1l'iadJacent rarid'uses.
-rHe OO/"fot./C ei=.r=EC.J* H'7-S ~GGV,J.. . Fte.C>,/!!f 200
/J ~ J 6 Ij-r- uJ 4 ~ /7::.) 13 0 D-'l/ L3 0 77-1-
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5. Suitable sites for development or redevelopment of the uses or mix of uses within 1he comprehensive inlill redevelopment project are not otherwise
",vailablejn-the City.of ClealWater.
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6. The development of the par~1 proposed for development as a compr~hen~ive inlill redevelopment project..wl upgrade 1he .immediate vicinity of 1he
parcel proposed for development. '.
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The design of 1he proposed comprehensive inlill redevelopment project creates a form and function 1hat enhances 1he community character of 1he
immediate vicinity. of the-parcel.proposedfor.delle/.opmentan(:l:lb.e...Ci!.y.. of Cle.arwateL.a.s..awhole...
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8". FrexibijiiY iii regard 10 lot wiattl,' requii'edsetOacks, heighfandoff':Street parking are Justified by 1he benelitsto communitY character andtfie immediate
vicinity of the parcel proposed for development and the City of Clearwater as a whore.
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71-I-e ;:: IN 4A...1 Q LA t- F =- /"! $ 1 & / '- 77' ,-""v;e c=.>'?-s ~ _ ~ L.l;r.
9. Adequate off-street parking in 1he immediate vicinity according to 1he shared parking formula in Division 14 of Artiete 3 will be available to
av.okLon"str.aet.parldog.inthe.immediate .vicinity...of.pa~Lproposed.for..development
ON S.I;:r-t:: PA<.JC.,x..,) (Z- /-'1../ ';:-4~1'96C=-) ~ (J) I N .PA::II./~-
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o 1= d' ACJc 0 "" .J P A of!! 1:::..1 A...I6 /...v..n::> e ~ J'?o Ii J' ~ 4) 7'l::?t::...
10. ,The design of aU buildings compnes wi1h 1he Tounst:District orjjowntown-District design guidelines ill-Divisioo .5 of' Artiete- 3'(as applicable). 'Use
. separate sheets as necessary. '
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Villa del Sol of Clearwater Beach, LLC
181 Brightwater Drive
Written submittal per Section 3-913.A
With the Completion of 200 Brightwater (10) Unit Townhomes, this past year has seen a
plethora of activity on Brightwater and Bayway Drive. This is yet another project being
Intiated by the same "developer/owner/builder" with a newly proven history of quality and
competence.
This next project of (6) Townhomes will continue the precedent of improvement in regards to
both the Beach by Design Guidelines and the New Florida building Code.
~e particular Towhnhomes will be 32' in height to the roof deck. The first living floor is
16-0 above NGYD. Well within the 11 '-0' required by FEMA. The total building width of
1 '-4" front and 113-4" rear allow for 5'-0" and greater setbacks on each side. With the use
of Landscape Hedging, PYC fencing, and the elimination of any utility pipes within the side
yard, we believe that attractive and mainatanable Landscaping can be achieved.
Further due to the arc aspect of the lot configuration the reduction in rear bulding length
provides an opportunity to articulate the side building elevations as shown on the attached
plans and elevations.
The Human Scale of the street front will be maintained thru the utilization of low roofed
Garage entries and varied front wall setbacks within the fac;ade, providing for indivuatlity of
units as opposed to a "mass" structure.
The Materials of the building shall consist of Cream color stucco with pink/peach stucco on
concrete Block a mix of magenta Monier barrel tile roofing and flat roofing with concrete
molding paraptet walls. Once again, a key feature will be the roof top access. In these
buildings it shall be achieved thru the use of elevators and and interior spiral stair. All railing
will be black or mill finish aluminum.
The Newly Constructed (3) Story, (1 level parking with 2 stories living above) is consistent with
the scale and bulk of the adjacent and surrounding properties. Currently all of Brightwater
Drive consist of Tourist, Le. low scale motel buildings. The majority of which are non
conforming FEMA buildings built in the early 60,s and 70,s. The land coverage requested is
consistent in many cases less than that of the existing structures. The side yard setback
1634 SAN Roy DRIVE · DUNEDIN, FL 34698 · 727-733-3769 · AA C0021 03
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existing between the two parcels we are consolidated is currently less than 5'-0" as is the
east side yard of the entire parcel.
The demolition of the existing buildings and the construction of new Mediterranean
Architectural Style building with Tropical and consciously designed landscaping, and brick
pavers with concrete hards-cape in lieu of asphalt will increase not only the value of the
proposed project but also the values of surrounding properties when appraised in the future.
The health safety and welfare of those residing or working the the neighborhood will not be
adversely affected by the residential use of these new buildings as the current use of motel
generates more traffic and transient personnel, the stability of single family ownership may
well be an asset to the neighborhood and the Beach community.
The minimization of traffic impact is realized by the change in occupancy from Motel to
single family. The Institute of Traffic Engineer data substantiates the decrease in the number
of daily trips made to and from each parcel. Due to the cui deSac termination of the street
the back out parking has been approved in past project submittals.
The immediate vicinity (with all due respect) of the parcel is more "ticky-tacky" in its low
scale and non uniform signage. We have eliminated all signage and are providing a
project not only consistent with the Clearwater Beach by Design Program, but superior in
quality of materials of the proceeding Townhouse projects.
The proposed development will enhance the visual character of the neighbor hood,
increase surrounding property values and not be negative relative to acoustics and
Olfactory (bells and smells) other than that the usual single family stereo and barbecue grill
would provide. '
No site lighting other than lights as required by the exit/entry doors (of residential style and
scale) shall be provided.
The consolidated use of these two parcels as Townhomes, that is single family residence is
truly and asset to Brightwater Drive in all the General applicable criteria of the Clearwater
Code.
COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA
The redevelopment of the parcel without the side-yard setbacks would render the cost
feasibility ofthe project (that is the land purchase and the construction of upscale 3/4 million
dollar purchase price units) undo-able.
1634 SAN Roy DRIVE · DUNEDIN, FL 34698 · 727-733-3769 · AA C0021 03
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.......
IIIIII l)atti ~be ~rtbited, ]nt.
-:=-
The use of the property as Townhomes is not only consistent with the City of Clearwater
Code of Ordinances, but is encouraged by the Beach by Design Document. Truly this
project is not only in the best interest of the future owners but also the neighborhood and
Beach Community.
The compatibly of Single Family residences with the adjacent Motel uses is best understood
when taking into consideration the long lease tenants of some of the local "mom and pop"
motels. There is no mix of use "within" this projects, other than the boat docks.
The upgrade financially, esthetically, and with regard to the health safety and welfare of not
only the adjacent property owners but the City as a whole is evidence by the future
Landscaping, Architectural Quality of the Buildings, not to mention the the introduction of
Fire sprinklers and new fire hydrant at the dock and the non transient residents.
The off street parking for this project is being provided by enclosed (2 car) garages below all
the future residences. The individual access drives to each garage shall be a minimum of 20'
allowing for a car to pull completely out without crossing the sidewalks (which have been
relocated adjacent to the street curb. (as recommended by the Traffic Engineer). This
situation is a great improvement over the existing parking/back-out spaces that are on city
right of way. As such, and in consideration of the single family use of the buildings, the
Traffic Engineer has supported our past requests to provide Individual drive access to each
Home.
1634 SAN Roy DRIVE · DUNEDIN. FL 34698 · 727.733.3769 · AA C002103
E. SUPPLEMENTAL SUBMITTA
QUIREMENTS: (Section 4-202.A)
~~ G~ED AND SEALED SURVEY (including dime~sions of property) - One original and 12 copies;
'cable;
~ELlMINARY PLAT, as required;
~CATION MAP OF THE PROPERTY;
~EE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DSH 4" or greater), and location,
including drip lines and indicating trees to be removed);
~RADING PLAN, as applicable
F. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A)
~'TE PLAN with the following information (not to exceed 24" x 36"):
~~ All dimensions;
v . North arrow;
:;/ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared;
::;7 Location map;
~ Index sheet referencing individual sheets included in package;
~ Footprint and size of all EXISTING buildings and structures;
7 Footprint and size of all PROPOSED buildings and structures;
~ All required setbacks;
~; All existing and proposed points of access;
;/ All required sight triangles;
~ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen
-../ trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc;
../ Location of all public and private easements;
~. Location of all street rights-of-way within and adjacent to the site;
~ Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas
and water lines;
~ All parking spaces, driveways, loading areas and vehicular use areas, including handicapped spaces;
""7 Depiction by shading or crosshatching of all required parking lot interior landscaped areas;
=;:; Location of all refuse collection facilities and enclosures {per section 3-201 (D)(i) and Index #701};
~ Location of all landscape material;
----;;/' Location of all jurisdictionallines..adjacent to wetlands;
~/ Location of all onsite and offsite storm-water management facilities;
--.?'/ Location of all outdoor lighting fixtures; and - J\JON~
L Location of all existing and proposed sidewalks
~'TE DATA TABLE for existing, :eqUired, and proposed development, in written/tabular form:
/" Land area in square feet and acres;
=;/ Number of EXISTING dwelling units and PROPOSED dwelling units;
Gross floor area devoted to each use;
7" Parking spaces: total number, presented in tabular form with the number of required spaces;
Z Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area;
~ Size and species of all landscape material;
<./" Official records book and page numbers of all existing utility easement;
~ Building and structure heights;
~ Impermeable surface ratio (I.S.R.); and
--=:::::: . Floor area ratio (FAR.) for all nonresidential uses .u / 4
~DUCED SITE PLAN to scale (8 Y2 X 11) and color rendering if possible
o
FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan:
One-foot contours or spot elevations on site;
Offsite elevations ifrequired to evaluate the proposed stormwater management for the parcel;
All open space areas;
Location of all earth or water retaining walls and earth berms;
Lot lines and building lines (dimensioned);
Streets and drives (dimensioned);
Building and structural setbacks (dimensioned);
Structural overhangs;
Tree Inventory; prepared by a "certified a rborist" , of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees
M/4
Page 4 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearw ater
G. LANDSCAPING PLAN SUBMII l'AL REQUIREMENTS: (Section 4-1102.A
/
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LANDSCAPE PLAN:
All existing and proposed structures;
Names of abutting streets;
Drainage and retention areas including swales, side slopes and bottom elevations;
Delineation and dimensions of all required perimeter landscape buffers;
Sight visibility triangles; .
Delineation and dimensions of all parking areas including landscaping islands and curbing;
Proposed and required parking spaces;
Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline (as indicated on
required tree survey);
Location, size, description, specifications and quantities of all_existing and proposed landscape materials, including botanical and
common names;
Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and
protective measures;
Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and
percentage covered;
Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board);
Irrigation notes
REDUCED LANDSCAPE PLAN to scale (8 Y, X 11) (color rendering if possible)
IRRIGATION PLAN (required for Level Two and Three applications)
COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable
H. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and
4-202.A.21 )
~
~
'-7
-'7'
7
T
7
,
STORMWA TER PLAN including the following requirements:
Existing topography extending 50 feet beyond all property lines;
Proposed grading including finished floor elevations of all structures;
All adjacent streets and municipal storm systems;
Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure;
Stormwater calculations for attenuation and water quality;
Signature of Florida registered Professional Engineer on all plans and calculations
COpy OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL
(SWFWMD approval is required prior to issuance of City Building Permit), if applicable
COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable
J. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23)
Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part
of a Comprehensive Infill Redevelopment Project or a Residentia/lnfill Project.
~JkIlLDING ELEVATION DRAWINGS - all sides of all buildings including ~ei~ht dimensions, colors and materials
~ REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 Y, X 11) (black and white and color rendering, if
possible) as required
V/4
J. SIGNAGE: (Section 4-202.A.16)
o Comprehensive Sign Program application, as applicable (separate application and fee required)
D . Reduced signage proposal (8 Y, X 11) (color), if submitting Comprehensive Sign Program application
K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) AI/A-
D Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan.
Trip generation shall be based on the most recent edition of the Institute ofTransportation Engineer's Trip General Manual. Refer to Section 4-801
C of the Community Development Code for exceptions to this requirement.
Page 5 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater
FROM PATT I. . THE ARCH I TECT .
FAX NO.
7277333769
~ Sep. 20 2003 11:31AM P2
M. AFFIDAVIT TO AUTHORIZE AGENT:
(';,. . "'T", L.~ lSU J:l Ei Co ,;:,J;::t.
(Names of all pr~rti oWners)
1. That (I amJwe are) the owner(s) and record title holder(~;) of1he roJlowing desaibed property (adltl~ss or generaIIOGation):
--
-;;r
I ~ I P..~a~a.l"rwA~ - LCJTS. U' · ~I
2. That this property consti1Ut.es the property for which a re.quest for a: (desCribe request)
R6n&:t1 E~P#1~ ~ P (,) '"1>>-&J1J Ht")~,:r:~
3. lhatthe undel'$llP'ed (ha6Jhave) appointed and (doesIdo) appoint G u & Dl ~aO\~A"'AJI) FA'TT' "TJ4E",~ ~ ~
AJoJC ~t)'"~'~ ~ ~~~""I"f""""1 t::>,6,.'-'1!!r DI caaaYAAlIAJI ,
lIS (hisJlhelr) agenl(s) to execute any petitions or other cloctlmenls necessary to atlect &I.ICh petitiOl1 i
3- TIlat lhil> aflidavit has been executed to induce the City .)f Clearwater. FIorIcIa to consider and ad: 0 1lhe above desaibed property;
4. That the applicant acknowledge$1hat all impact fees (p8Tk5 and recreation, 1nI11ic, etc.) wi! be paid PRIM to the isalanc:e of a bullcing permit. certificete of
occupancy, or O1tIer mechanism, whimever 0CClI/S mt;
5. That site yi&ifs to the proparty are nece8$ary by City representatives in order to process 1hls application and the owner authorizes City representatives to
vIllit and photograph the prOpe~ desaibed in this apprlClltiorli
6. That (IIwe), the unclelSigned aulhority. hereby certify that !he foregoing is true and corred.
~~
F'roperly Owner
PrOperty OWner
STATE OF FLORIDA,
COUNTY OF PINELLAS
~me.J1e undersi!Jled. olin oflcer duly commissioned ~/ ~e laws of1he StaIB (If F1orid~. QI11hls 2' k d2tf of
__~. 2(X).!J personaByappeared .f:i9ll,dihV 7ii"" t'AJ..srr- \\ttohavingbeenhtdulyswom
oses and says1hathelshe ~~y~the COI'ItImWd1hQ a16davltlh1lthefmeslgned.~. ~
..~..... . '~<f;'- lc~~el whaley . /J
My Commission Expires: ; .:"~':.~ CommiSSiOn #00244827 . ~ ,
~'~'. .'~~ Expires: Aug 25. 2007 Notary Public
",1o;f\.O~..'''' Bonded Thru .~
1",,,\\ Atlantic ~ondinv C'n In~
S:\PIllf'1ning Departm$ntlApplicetiOtl Forms\d9V9/0pmeflt rsview\2003 FORMS1col'/lPffttensivs infi// .ppllc~tion 5-23-200$.doc
"<;;'~.',:~"" Michael Whaley
/~~.~;. Commission #00244827
~;;.. ~.~:J Expires: Aug 25. 2007
"";~OFf\.~~'" Bonded Thru
''",,\ Atlantic Bonding Co., Inc.
.
.
.*
K. TRAfFIC IMPACT STUDY~ (Section 4-202.A.1S! and 4-801.C)
o ....... as _.........._"'" _""_ - "'_..any.- as - in'" ~ Plan.
Trip"""-'''''' .._",,11>0 -'...... _ d"''- ofT"'-"" ,.,.-. Tnp - -..at .... to SectiOn.....,
C of the Community {)ev8Iopm8I'itCode for exceptions to this requiJemel1t.
L. StGNATURE~
l. the undersigned.. acknowleQge 1hat all rElPresemationS made in this
application are true and accurate to the beSt of my 1mowtecige and
authotiZe City representativeS to visit and photograph the property
deSCribed in this appiic:ation. .
STATE OFFLORJDA, COUNTY OF PlNEl.LAS
i~!Jubscribed before...me this 2Z. day of
, A.D. 20i;;J... to ~ndlor by
p . uced . .,.D ~ : who is gP_allv kn~ h:
jdentificatIOn.
I .
~~l1M~{)'
N. .pubIic,
My commisSion ~res:
,
",;,ii'~~', Michael Whaley
{~:~~~~ c. om~ission #DD244827
~_o:;. ~:~~ Exptres: Aug 25, 2007..,
"';~OFf\.O~".." BondedThlU
",,,,,,I Atlantic Bondmg Co., Inc.
0>____... A~ _ Corr\Pf8henSiVe1nfiUR8deve~ProjeCl- City of Clearwater
Sep 1203 12:1110
JUDI KROVICH
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611DruicI Road!. S!ll~'J01 !HT . ~ . _ .
. C~mcer, ~r1d.'>>7$6 :. FEES, __
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pile N.umber: "'11~'~ IIEV
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Tills: Warn.Dty. DMd'made It\is.3,d daY. of Novtll!lNr, 1?99 betwCCl1 ~obertW. ~te aDd,Loretta M. LeClen:,.'
'. ,~uIl'lld .a. wl,fe' ~c PO.Sot.~ ~. isU47 ()Y~~k Aye. ",., La~o, FIoridl3J770, pntor, an~' C.r.,
. 1A~,lInCorp, ,gran~e:..' . " . '. ..... . _ .. ._
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(Wbcttcvcr IIScd Ilctcin '..~ 'gnnrot- IrICl 'JftI\lClC' indli4c Ui Illl"pirncs' to llIis iiUu:\i1llClit I/Id ~ hcin. legal, !epresCllWives. lJIa ~51ps of
ir.di~i4uVs,"'lM~1Ii4lLU;ansOC,~~lI:ldlnillCQ)" . .
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WitDtSSeth,ihat sai.d grantor, for lI'Id in consid~tiOJ:l.of ~e sum ofTEN AND No.'ICO DOLlARS ($10..00) an4 other
good and vall1l1ble c;El~lderatidns to safd gratl10r in'hane paid. by u.id gra"'1t~e, the rec;eie-twhcr,eof is hereby atknowledg.ed.
bas graDted,. batS'ain.&.. aDd sold' l'bmesaid gr&nlef:, l1lld gra:lt!:C's heir! and wip$' forcVl:r. the fciflowini described land.
situtc. ,lying and ~~B.~ ~~CI~. ~oiaD,ty. FlOTiclno-wit:. . I ~ .' . . ....-.
Lou21J 'lId ~1. SA YSlDE SUBDMSJOll NO. 1; ,aodR.lp.rblll RlgbtS.1t say, accordlng to tbe m~p
. ..I'il . or plat tlJenOr~s recorded. ie !>>~I Book '~'" ~..,:!1, Public Recorrbl o( Plncllas Cowey, FJorida.
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Parcel JdtDtinCltiouNumbcr: 08-1!1-15--04!J32.-qoo..oZOO
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-'Togl:tJBrWith.~thc..~r~n&s....a appUl1enluK:cs lhu:el0-"longq.or iA .Ywuc !pPerlaiRing. . .-, .-. - -"- . ~.- --.-
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To H'iyeaDd to Hehfilil: same in fee simp-Ie forever. .
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ADd tJ.'legrantOt heretl)'.#ovenants with said Sranue mac' the grantor'is law-filiI>' xiz:c-d of ~~ land ill .fee .simple; thllt the
'grantOr bas cood riJllt 4I:ld lawful auiliqriJ)' to sellond"cOn-w:y said .Iand; tI)at the grantor hereby ltlJly warr&nU l.ie-1it1e to saId
Jand and. Mil dtterid tlte ~ .a~ ~e lawful cJaims. of 4!!.. pers~ns wh~msoeve:r: and. that saiQ la.iu:f-i$, ftee: of all
encumbrances. C"l::cpt taxes.accrulllg subsequent to ~cembcr J,J':1"998.' .' ..q~.,.. ..
.', .." 1.1 . , . . l ..' '. . ., . . '.
JnWitiless 'Mereof, gnmtor has'bereun.to !et 'Wanto';s hand ~d se~1 the day and year first above written.
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. 'lIie fore&Q1ng ~eiit was. tckDow~ bCfOre :~-dUsi"f4aY or bet: 1999 by RObert W."l.eClere ud LOl'I!tta,
~.LcClc~..qirc~11Imowaor(X}Ila~.~oduCecI..Dri ~.' '., ,.timI. ..,
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FROM: PRTTI THE RRCHITECT ~
FRX NO.
7277333769
~ Sep. 20 2003 11: 32RM P3
fL rc:;t:JA1- 000 II
CITY 0.' CI~EARWATER
APPLICATION FOR PLAT APPROVAL
PLANNING & DEVELOPMENT SERV1CES ADMINIf)'TRATION
MUNlCD'AL sERVICHS l:3l11WING. 100 soum MYRTLE A VENUh. 2'" FU.x.>R
PHONE (727)-562-4567 FA~: (7TI) 5624576
PHONe NUMBER
:_~E. ~LSUJt:2S: C'r)IZ."{?
) ~ I ge~ ~ H"t"' LJ A--n--Y? .
: _~2-1 L f>2--- FAXNUMeeR: 44--7. 4:<=;""~ ~
PROPiR'N OWNeR'S NAMe
ADDRESS
APP~ICANTS NAME
V Il..i-A
.n p L So / .1= _ 01= r_ p, LJ f'.J
PHONE NUMBER
:_1~3 B.oY~IDG.
; ~ ~ - '3-8" ~ FAX NUMa!~;l : 4-4-7 - 684--,
;~9bEr.2~ ~~)..I. y::?8JVF?loP/'fr~
f-: n ~o )( {; 7~ L- B c:1-J
; _~2, - 0468. FAA NUMBER: 44-G - Cf"/ ~ (;.
AOClRESS
PfolONe. NUMBER
AGENT NAM~
AO fllESS
I, tile under$igned, aoknowledge that all
representations made in this application
are true and accurate to the best of my
knowledge:h) il 'h _ . . _ .'
b~WhO is personallY knOWO to
STATE OF FLORIDA. COUNTY OF PINELLAS
~m to and ,sub$Cl'ibed before me this 2% day of
P1'E"Mb~_, A.D,.~~o me andfor
my commhision ulpires;
,,'''II, M'
l~"'~V'~~-"" lC~B;el Whaley
Ten (10) coplee Dfthe preliminary pklt must be submitted. :~.~:.~ Com,mlSSlon #DD244827
--,"it... .~~-::: ExpIres: Aug 25 2007
I"O,....U'" .-'
The prellmlnary pllll shall be prepared by a ..,.,.r, architect, l8iidiOIpe.r r dl'llWn to a sc:aJe
not SIMller than 1 : 100 and Mall not e:(c:eed 24" X 36n and Include the follow, ng .0., Inc.
NORTH ARRCMI. $CAL" AND DATE:
TItLE UNDl!R \MilCH THE; PROPOSED Pt..AT IS TO B& R1;.coROED;
NAMe. ADDR~ MID TELiPHoNE NUMIilt:R O~ THE paRSON PREPARING THE PLATt
loENTIACATlON CLEARLY STATING Tl'tAT THE DRAWING IS A PREiUMINAAY PlAT;
~GAL DESCRIPTION OF THe PIloPERlY wrl'H u.s. SURVey SECTION, TOWNSHIP AND AAN~;E UNE8:
l!X1S11NG AND PFlOPOSED RIGHTS-OF-WAY AND EASEiMl!N'l'S;
PROPOSED STREET NAMES:
NAMES, APPROPFUATEL Y POsrrIONED, OF ADJOINING PlATS:
PA$I' 1
Au~ 15 03 04:45p
,.
Mike 8. Michelle
.
72136-9999
p. 1
OFFICIAL FORM FOR SUBMITTING PLAT
FOR APPROVAL TO PLANNING & ZONING BOARD & CITY COMMISSION
REQUEST FOR APPROVAL OF SUBDIVISION PLAT AND
AGREEMENT TO INSTALL IMPROVEMENTS, ETC.
CLEARWATER, FLORIDA
TO: city of Clearwater, Florida
city Hall
Clearwater, Florida
1. I, (We)
"'~ cAe.\ Se4 OF C~ )354\c..H, L.L..C...
are the
owners of the followinq described property (give legal description
used on proposed plat or attach separate sheet if length requires:)
S'V!r A-7 , A-c.,/. /VI ~ ;-
and represent that all taxes have been paid on such property and
that the property is free and clear of all encumbrances except
(list in details): AI~~
.
P~OPU:!f!"s: D~JC
(all lien holders must join in signinq plat and in signing this
letter. )
2. Herewith 1s submitted a proposed plat (Must be copy of
proposed final plat complete except for siqnature) of such property
as a subdivision located within or adjacent to the city thereof, to
be known as ~11..L.;:'" d~\)Qt,... OF ~I".)A.) 13~ /8' &ZF~;Jz,J~1V .2>A!...
!nd respectfully request that such plat be approved by:
JilLATPROCl
Au~ 15 03 04:45p
Ie Be Michelle
72.36-9999
p.2
(a) The Planning & Zoning Board of the City and
Supervisor of Plats of the city
(b) The City commission of the City as required
by the Charter ana ordinances of the City
3. And, as an inducement for the procurement of such
approval. (I, (We) for myself (ourselves) c;r/!/i L.G"JSveEiF C"t:)I#!!p'
and my (our)
heirs, executors, successors, legal representatives and assigns, do
hereby covenant and aqree with the city of Clearwater that I (we)
will construct, erect and install within such subdivision, within a
period of 365 days from the date of such approval by the City
Commission, the Subdivision improvements as described in and
required by Chapter 133, Clearwater Code of Ordinances. All
improvements are to be approved by the City Engineer (if any ot the
following are already installed, so note, or if it does not apply,
indicate as N/A):
A.
STREETS:
N'/~
B.
CURBS AND GUTTERS: ~ ~~
SIDEWALKS: J!7&#c'- /.14-#
PARKWAY S : "..1/.4
c.
D.
F.
l.7.
I _.. . ,. I (
SJWJ.',rARY SEWERS; p~ L:'~/
:>.I.VN"J i:)J!oni.:ll'';> ......HJ !'~\OO........e....~ r -...,. - /'
H.
UTILITY LINES: /~ /-"'..A.i
RIGHTS-OF-WAY: ped"/~
STREET LIGHTS AND STREET NAME SIGNS;~~~
I.
J.
Au~ 15 03 04:45p .' Michelle 72.36-9999
p.3
4. In orde :0 secure compliance by the dersigned w1tn the
covenants and agreements set forth herein and within the time limit
estimated cost of the required subdivision improve
surety
given above, there is hereby handed to you a
bond or bank escrow account in the sum of $
, the
prepared
by a Florida Professional Engineer and approved by the City
Engineer.
IN WITNESS WHEREOF, I (We) have hereunto set
hand(s) and affixed
seal(s}, this
day ot
(SEAL)
(SEALI
{SEALl
signed sealed and delivered
in our presence:
WITNESS
WITNESS
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~ ORLEANS9 LLC
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A PARCEL OF LAND LYING IN SECTION 8. TOWNSHIP 29 SOUTH. RANGE 15 EAST.
PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCERIBED AS FOLLOWS:
LOTS 20 AND 21 OF nBAYSIDE SUBDIVISION No. 20. ACCOROING TO THE MAP OR
PLAT THEREOF. AS RECORDED IN PLAT BOOK 27. PAGES 32-33. OF THE PUBLrC
RECORDS OF PINElLAS COUNTY, FLORIDA. BEING FUTHER DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 21; THENCE SOUTH 14-31'570
WEST. ALONG THE EASTERLY LINE OF SAID LOT 21.. A DISTANCE OF 110.00 FEET TO
A POINT ON THE ARC OF A NON-TANGENT CURVE CONCAVE TO THE SOUTHWEST. HAVING
A RADIUS OF 815.00 FEET. (THE AFORESAID COURSE BEING RAOIAL): THENCE NORTH-
WESTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT. AN ARC DISTANCE OF 120.01
g=EET. A CHORD BEARING OF NORTH 79D41'09" WEST AND A CHORD- DISTANCE Of 119.90
4:
~:EET .TO A POINT ON A NON-TANGENT LINE. SAID LINE BEING THE WESTERLY LINE OF
~_OT 20; THENCE NORTH 06-05'45" EAST. ALONG SAID WESTERLY LINE. A DISTANCE
~)F 110.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 20. (THE AFORESAID LINE
BEING RADIAL). SAID POINT BEING ON THE ARC OF SAID CURVE CONCAVE TO THE
2S0UTHWEST. HAVING A RADIUS OF 925.00 FEET. SAID CURVE ALSO BEING THE SOUTHERLY
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~~IGHT-OF-WAY LINE OF BRIGHTWATER DRIVE; THENCE SOUTHEASTERLY. ALON THE ARC
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FLD2003-09046
181 BRIGHTWATERDR
Date Received: 09/24/2003
ROGERS BEACH DEVELOPMENT
ZONING DISTRICT: T
LAND USE: RFH
ATLAS PAGE: 276A
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SFP 2 4 2003
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DATE O~
Receipt #: 1200300000000009709
Date: 09/24/2003
9/24/2003
1:19:39PM
Line Items:
Case No
Tran Code
Description
Revenue Account No
Amount Paid
FLD2003-09046
04
Flexible Commercial
010-341262
Line Item Total:
1,205.00
$1,205.00
Payments:
Method
Payer
Bank No
Account No
Confirm No
How Received
Amount
Check
DIGIOVANNI PARTNERS
1015
In Person
Payment Total:
1,205.00
$1,205.00
.
THIS IS NOT A PERMIT.
This is a receipt for an application for a permit.
This application will be reviewed and you will be notified as to the outcome of the application.
cReceipt.rpt
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FAX COVER MEMO
CITY OF CLEARW A TER
PLANNING DEPARTMENT
100 S. MYRTLE AVE., 2nd Floor
CLEARWATER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
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CITY OF CLEARWATER
loNG RANGE PLANNING
DEVELOPMENT REviEW
PIANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER; FLORlDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORlDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
December 18, 2003
Mr. Rolan Rogers
200 Brightwater Drive #2
Clearwater, FL 33767
RE: Development Order - Case FLD2003-09046/PLT2003-00011 -181 Brightwater Drive
Dear Mr. Rogers:
This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community
Development Code. On December 16,2003, the Community Development Board reviewed your
Flexible Development application to permit six attached dwellings (townhomes) with reductions
in the side (east) setback from 10 feet to five feet (to building) and three feet (to pool decking),
the side (west) setback from 10 feet to five feet (to building) and seven feet (to pavement), the
rear (south) setback from 20 feet to zero feet (to pool decking), and to permit parking that is
designed to back out into the public right-of-way, as part of a Comprehensive Infill
Redevelopment Project under the provisions of Section 2-803.C, and Preliminary Plat approval
for six lots. The Community Development Board (CDB) APPROVED the application on the
following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-804.C;
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913; and
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of ApVroval:
1. That the final design and color of the building be consistent with the conceptual elevations
submitted or as modified by the CDB;
2. That all Traffic Impact Fees be paid before Certificate of Occupancy;
3. That all required Parks and Recreation fees be required to be paid prior to the issuance of any
building permits;
4. That boats moored at the docks be for the exclusive use by the residents and/or guests of the
town homes and not be permitted to be sub-leased separately from the town homes;
BRIAN J. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
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December 18, 2003
Mr. Rogers - Page Two
5. That all proposed utilities (from the right-of-way to the proposed buildings) be placed
underground and installation of conduit(s) along the entire length of the site's street frontage
be completed prior to the issuance of the first certificate of occupancy;
6. That all applicable requirements of Chapter 39 of the Building Code be met related to seawall
setbacks; and
7. That a townhome plat be recorded prior to the issuance ofthe first Building Permit.
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (December 18, 2004). All required certificates of occupancy
shall be obtained within two years of the date of issuance of the building permit. Time frames do
not change with successive owners. The Community Development Coordinator may grant an
extension of time for a period not to exceed one year and only within the original period of
validity. The Community Development Board may approve one additional extension of time
after the community development coordinator's extension to initiate a building permit
application.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required. In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days
of the date of this Development Order. The filing of an application/notice of appeal shall stay the
effect of the decision pending the final determination of the case. The appeal period for your
case expires on December 30, 2003 (14 days from the date of this Development Order).
If you have any questions, please do not hesitate to call Bryan Berry, Planner, at 727-562-4539.
You can access zoning information for parcels within the City through our website:
www.c1earwater-fl.com. *Make Us Your Favorite!
Sincerely,
~
Cynthia H. Tarapani, AICP
Planning Director
E:lPlanning DepartmentlC D BIFLEX\Pending caseslUp for the next CDBIBrightwater 181 Rogers Beach Dev (T)IBrightwater 181 DO.doe
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Oct. 22 2004 01:41PM
YOUR LOGO
YOUR FRX NO.
Cit~OfClearwater-Plan Dept
727 562 4865
NO. OTHER FRCSIMILE
01 97333769
STRRT TIME USRGE TIME MODE PRGES RESULT
Oct. 22 01:39PM 01'27 SND 03 OK
TO TURN l:FF REPCRT, PRESS ' MENU' f:J04.
"fi-E',I SELECT OFF BY US lNG' +' OR ' -' .
FOR FAX RDVRI"ITI=G: RSSIST~E, PLEASE Cf:LL 1-800-I-ELP-FAX (435-7329).
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Date ofCDB:
Case Number:
Agenda Item:
Applicant:
Address:
December 16. 2003
FLD2003-09046
E2
Rogers Beach Development
181 Bricl1twater Drive
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CITY OF CLEARWATER
PLANNING DEPARTMENT
STAFF REPORT
GENERAL INFORMATION:
REQUEST:
Flexible Development approval to permit six attached dwellings
(townhomes) with reductions in the side (east) setback from 10 feet
to five feet (to building) and three feet (to pool decking), the side
(west) setback from 10 feet to five feet (to building) and seven feet
(to pavement), the rear (south) setback from 20 feet to zero feet (to
pool decking), and to permit parking that is designed to back out into
the public right-of-way, as part of a Comprehensive Infill
Redevelopment Project under the provisions of Section 2-803.C, and
Preliminary Plat approval for six lots.
EXISTING ZONING/
LAND USE:
T, Tourist District / RFH, Resort Facilities High Category
PROPERTY USE:
Current Use: Motel
Proposed Use: Six attached dwellings (town homes)
ADJACENT ZONING/
LAND USES:
North: Tourist District - Motel
South: Water
East: Tourist District - Motel
West: Tourist District - Motel
ANALYSIS:
Site Location and Existing Condition: The 0.32-acre site is located on the south side of
Brightwater Drive, approximately 1,200 feet east of Harnden Drive. It is located within an area
currently transitioning from overnight accommodations to residentially developed townhomes and
condominiums on Clearwater Beach. The parcel has frontage along Clearwater Bay and is located
within the Small Motel District of Beach By Design, which contemplates for the redevelopment of
Brightwater Drive with townhomes and timeshares between two and four stories above parking.
Proposal: The proposal includes constructing a six-unit, three-story town home building. The
building will contain two floors of living area above base flood elevation, with the two-car garage
on the ground-level. Units one and six will be 3,865 total square feet each. The units will be
Staff Report - Community Development Board - December 16, 2003 - FLD2003-09046 - Page 1
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approximately three. A singlewide driveway will serve each unit, 12 feet in width. The design
requires the cars to back out into the right-of-way to exit the site. The Community Development
Code prohibits "back out" parking for any uses other than detached dwellings. The driveway
length will permit a vehicle to completely "back out" of the garage, thus eliminating the garage
walls as a potential view obstruction of the sidewalk and street. The development will operate as,
and have the characteristics of, single-family detached homes, including the individual garages.
The site is located on Brightwater Drive, which is a cul-de-sac street approximately 1,700 feet in
length and generally used only by persons with a destination on the street. From a traffic
standpoint, this concept of "back out" parking for townhomes may be acceptable on a low-volume
cul-de-sac street such as this. It should not be considered, however, as a precedent for deviation
from the Code provision of restricting "back out" movement into the right-of-way for single-
family residential uses only, and will be reviewed on a case-by-case basis.
The request it to permit six single-family townhomes with reductions in the side (east) setback
from 10 feet to five feet (to building) and three feet (to pool decking), the side (west) setback from
10 feet to five feet (to building) and seven feet (to pavement), the rear (south) setback 20 feet to
zero feet (to pool deck), and to permit parking that is designed to back out into the public right-of-
way, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-
803.C, and Preliminary Plat approval for six lots. The reductions in side setback are a function of
the average unit width at 18 feet, which is generally a standard unit width. The reduction in the
rear setback to zero feet is for the pool decking and provides pedestrian access to the water and
existing docks. The increase in building height is still in compliance with Beach by Design, which
allows town homes two-to four-stories in height.
The materials of the building shall consist of cream color stucco with pink/peach stucco on
concrete block, a mix of magenta monier barrel tile roofing and flat roofing with concrete molding
parapet walls. All railing will be black or mill finished aluminum. The units will have either an
elevator or interior spiral staircase allowing for roof top access.
The landscape plan meets Code requirements, utilizing a variety of a colorful groundcover
(including aztec grass and giant liriope), shrubs (including oleander and jasmine) and trees
(including washingtonia palms, queen palm, and ligustrum).
Solid waste will be removed via black barrel service for each unit. All required Parks and
Recreation fees are to be paid prior to the issuance of any building permits. The applicant will
record a Final Plat prior to the issuance of building permits. With this proposal, the existing dock
and two catwalks will be retained. Use of the dock and slips should be for residents and their
guests only and not sub-leased. Proposed and existing aboveground utility facilities in the public
rights-of-way will be required to be placed underground, or provisions made for placing the
utilities underground (including interim construction details to be completed prior to the issuance
of the first certificate of occupancy) within timeframes acceptable to the City.
CODE ENFORCEMENT ANALYSIS:
There are no outstanding enforcement issues associated with this site.
Staff Report - Community Development Board - December 16, 2003 - FLD2003-09046 - Page 2
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STANDARDS AND CRITERIA: (Section 2-401.1.2 - 403.F):
STANDARD PROPOSED CONSISTENT NCONSISTENT
MAXIMUM Six dwelling units [X]
DENSITY
IMPERVIOUS
SURFACE RATIO 0.72 [X]
(lSR)
LOT AREA 14,092 Square feet [X]
(minimum)
LOT WIDTH 136 feet [X]
(minimum)
FRONT SETBACK North: 20 feet to building [X]
REAR SETBACK South: zero feet to pool and decking, [ ] [X] *
25.7 feet to building
SIDE SETBACK East: five feet to building and three [ ] [X] *
feet to decking
West: five feet to building and seven
feet to pavement
HEIGHT (maximum) 35 feet above base flood elevation [X]
PARKING SPACES 15 spaces (1.5/unit) [X]
* See site analysis
COMPLIANCE WITH FLEXIBILITY CRITERIA (Section 2-803.B):
Consistent Inconsistent
1.
The reduction in lot area will not result in a building which is out of
scale with existing buildings in the immediate vicinity of the parcel
proposed for development;
[X]
[ ]
2.
The use of the parcel proposed for development will not involve direct
access to an arterial street;
[X]
[ ]
3.a. The increased height results in an improved site plan or improved [X] [ ]
design and appearance;
3.b. The increased height is necessary to allow the improvement of off- [X] [ ]
street parking on the ground floor of the residential building;
4.a. The reduction in front setback contributes to a more active and [X] [ ]
dynamic street life;
4.b. The reduction in front setback results in an improved site plan or [X] [ ]
improved design and appearance
4.c. The reduction in side and rear setback does not prevent access the rear [X] [ ]
of any building by emergency vehicles;
Staff Report - Community Development Board - December 16, 2003 - FLD2003-09046 - Page 3
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4.d. The reduction in side and rear setbacks results in an improved site [X] [ ]
plan, more efficient parking or improved design and appearance;
5.a. The physical characteristics of a proposed building are such that the [X] [ ]
likely uses of the property will require fewer parking spaces per floor
area than otherwise required or that the use of significant portions of
the building for storage or other non-parking demand-generating
purposes or that the nature of the individual dwelling units and their
location is likely to lead to dependency on non-automobile modes of
transportation;
5.b. Off-street parking within the footprint of the residential building is [X] [ ]
designed and constructed to create a street level fa((ade comparable to
the architectural character and finishes of a residential building
without parking on the ground level;
6. The design of all buildings complies with the Tourist District design [X] [ ]
guidelines in Division 5 of Article 3.
COMPLIANCE WITH GENERAL STANDARDS (Section 3-913):
Consistent Inconsistent
1.
Development of the land will be in harmony with the scale, bulk,
coverage, density and character of adjacent properties.
[X]
[ ]
2.
Development will not hinder or discourage development and use of
adjacent land and buildings or significantly impair the value thereof.
[X]
[ ]
3. Development will not adversely affect the health or safety of persons [X] [ ]
residing or working in the neighborhood.
4. Development is designed to minimize traffic congestion. [X] [ ]
5. Development is consistent with the community character of the [X] [ ]
immediate vicinity.
6. Design of the proposed development mInImIZeS adverse effects, [X] [ ]
including visual, acoustic and olfactory and hours of operation impacts
on adjacent properties.
Staff Report - Community Development Board - December 16, 2003 - FLD2003-09046 - Page 4
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SUMMARY AND RECOMMENDATION:
The application and supporting materials were reviewed by the Development Review Committee
on October 30, 2003. The Planning Department recommends APPROVAL of the Flexible
Development approval to permit six single family town homes with reductions in the (east) side
setback from 10 feet to five feet (to building) and 10 feet to three feet (to pool decking), the (west)
side setback from 10 feet to five feet (to building) and 10 feet to seven feet (to pavement), the
(south) rear setback 20 feet to zero feet (to pool deck), and to permit parking that is designed to
back out into the public right-of-way, as part of a Comprehensive Infill Redevelopment Project
under the provisions of Section 2-803.C, and Preliminary Plat approval for six lots, with the
following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-804.C;
2. The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913; and
3. The development is compatible with the surrounding area and will enhance other
redevelopment efforts.
Conditions of approval:
1. That the final design and color of the building be consistent with the conceptual elevations
submitted or as modified by the CDB;
2. That all Traffic Impact Fees be paid before Certificate of Occupancy;
3. That all required Parks and Recreation fees be required to be paid prior to the issuance of any
building permits;
4. That boats moored at the docks be for the exclusive use by the residents and/or guests of the
town homes and not be permitted to be sub-leased separately from the town homes; and
5. That all proposed utilities (from the right-of-way to the proposed buildings) be placed
underground and installation of conduit(s) along the entire length of the site's street frontage
be completed prior to the issuance of the first certificate of occupancy.
Prepared by: Planning Department Staff: ~/1/1-2A_ ~AAA.A
:;:;",~=; rvvr
ATTACHMENTS:
Aerial Photograph of Site and Vicinity
Location Map
Future Land Use Map
Zoning Atlas Map
Application
E:\Planning Department\C D B\FLEX\Pending cases\Up for the next CDB\Brightwater 181 Rogers Beach Dev (T)\Brightwater 181 STAFF
REPORT .doc
Staff Report - Community Development Board - December 16,2003 - FLD2003-09046 - Page 5
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October 24, 2003
Mr. Roland Rogers,
The following are comments generated from the preliminary Development
Review Committee on October 21,2003. Please be prepared to address these and any
other comments generated at the scheduled Development Review Meeting for 181
Brightwater Drive on October 30, 2003 at 11 :05. The city requests that yourself or a
representative be present for the Development Review Meeting at 100 South Myrtle
Avenue in Clearwater, FL on the second floor of the Municipal Services building. Please
call and verify your time with Sherrie Nicodemus at 562-4582. I look forward to meeting
with you.
The DRC reviewed this application with the following comments:
1. Parks and Recreation:
a) $200 Recreation Facilities impact fee is due for each new single family
unit prior to building permit issuance or final plat, whichever occurs
first. To determine the credit for the existing structure, verification is
needed on the number of existing hotel/motel guestrooms. 4
hotel/motel guestrooms = 1 residential unit. Contact Deb Richter 727-
562-4817.
2. Stormwater:
a) All drainage from site, including driveways must drain to pond.
Provide trench drain across driveways and tie them into the pond.
Needed prior to CDB.
b) There is an existing 5' easement over the existing storm pipe. This
easement is not wide enough to replace the pipe when necessary. An
additional 5' easement is necessary for a total of 10', or replace the
CMP within the existing 5' easement with City approved HDPE pipe
or RCP. This needs to be shown on the plans prior to CDB.
c) Provide depth and side slopes on swale detail prior to CDB.
d) Provide SWFWMD permit or exemption prior to any building permits.
e) The foundation for the buildings needs to be designed in such a way so
that soil bearing is not on storm pipe. Show this prior to any building
permits
3. Traffic Eneineerine:
a) Provide the number of existing units on site to determine the Traffic
Impact Fee if applicable.
b) Traffic Impact Fees to be determined and paid prior to C.O.
4. General Eneineerine:
a) A clear space of 5 ft. from the east property line must be maintained at
all times (no cantilevered decks, flat work, air condition pads, etc.
b) All sanitary service "wyes" to be a minimum of 6".
c) Where do guests park?
.
.
d) Any new concrete sidewalk constructed within the right-of-way shall
be a minimum 6" thick fibrous concrete, and a minimum 3000 psi with
6" x 6" / 10 x 10 w.w.m. [sidewalks shall not to be constructed within
this apron area( s)].
e) Detail on Sheet 3 of 4: "Flexible Pavement Restoration" detail
mentions "Hillsborough County Specifications", needs to be corrected
to City of Clearwater Specifications.
f) Need signed and sealed drawings.
g) All proposed utilities (from the right-of-way to the proposed buildings)
must be placed underground. Installation of conduit(s) along the entire
length of the site's street frontage must be completed prior to the
issuance of the first certificate of occupancy.
h) All of the above required prior to CDB.
5. Plannine:
a) Sanitary Atlas reveals a 5-foot easement on the side (east) property
line of Lot 21. Clarify if this is vacated or revise site plan and survey
to show. /
b) Where are the Air Conditioning units or pads being placed? Note on
site plan sheet 1 of 4.
c) Provide setback dimensions on site plan from seawall to pool decking
or revise site plan extending decking out to seawall. /
d) Are the wooden docks and piers to remain? Clarify on plan by
darkening or label with note to be removed. ./
e) All proposed utilities (from the right-of-way to the proposed buildings)
be placed underground and installation of conduit(s) along the entire
length of the site's street frontage be completed prior to the issuance of
the first certificate of occupancy ./
f) Label any proposed fencing to the rear of property surrounding pool.
Fencing must be non-opaque and no greater than 4 feet in height. >/
g) Revise and label the base flood elevation on page C-l (North
Elevation) at 11 feet. "
h) How will access be provided to piers, dock, and pool from each
individual unit? Label any proposed boardwalks or pavement on the
rear of property. ./
i) Waterfront sight visibility triangles are 20 feet x 20 feet. Revise on
sheet L-l.
j) Where are guests going to park? /
k) Page C-l shows the first living floor level to be at 15'-2" and the
written submittal shows 16'. Please revise to the correct number. ./
1) Revise the Curve Data table on sheet 2 of 2 with C6 - C8. Please
provide the lot area for C l-C6 also on sheet 2 of 2. ,I
m) Provide paint chips of the proposed colors for the building../
6. Solid Waste:
a) Make sure there is enough room in garage to store Black Barrel.
7. Land Resources:
a) No Comments
.
.
8. Fire:
a) Utility page need to be included with DWG Submittal pkg for review
showing the following: Fire Department connection located 15' from
the structure and 40' from a fire hydrant, the fire hydrant location, all
underground utility piping, the rear double head outside standpipe for
the rear docks location of the DDVCA. Provide details for all of the
above prior to development order.
b) Town homes will need to be sprinkled.
9. Environmental:
a) Stormwater Pollution Prevention Plan needed for possible discharges
from the site. Discharge permit may be required for construction from
DEP
10. Community Response:
a)
11. Landscapine::
a) Adjust plantings and palms at the waterfront comers to have 4' to 5'
sod access for ease of future maintenance.
b) Add plantings under the Queen palms just west of the pool deck area,
perhaps a grouping of Pampas grasses surrounded by Dwarf oleander.
Plantings can be installed along the top edge of the slope into the
retention area if needed for balance.
c) Adjust the planters at the front comers to allow access to the rear of
the property as plantings mature; and Submit revised plan for review.
d) Side setbacks do not allow for the size of the Oleander to mature,
suggest changing to Ficus pumila that will climb on building and allow
access to rear for property maintenance
NOTES:
Resubmit 15 collated copies of the revised plans and application material addressing all above
departments' comments by Thursday, November 6,2003, no later than noon.
Sincerely,
Bryan Berry
Planner
Cc: Patti Stough
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CITY OF CLEARWATER
NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS
The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, December 16,
2003, beginning at 2:00 p.m., in the City Commission Chambers, in City Hall, 3rd floor, 112 South Osceola Avenue,
Clearwater, Florida, to consider the following Level Two Application requests:
NOTE: All persons wishine: to address an item need to be present at the BEGINNING of the meetine:. Those cases that
are not contested by the applicant. staff. neie:hborine: property owners. etc. will be placed on a consent ae:enda and
approved by a sine:le vote at the bee:innine: of the meetine:.
1. (cont. from 10/21/03) Robert Hupp & Allen McMullen are requesting a flexible development approval to permit a
reduction in the front (north) setback from 35 ft to 15 ft (to pavement) and from 35 ft to 16 ft (to generator pad) along Charles
Avenue, a reduction in the required number of parking spaces from 98 spaces (5/1,000 sq ft) to 97 spaces (4.9/1,000 sq ft), an
increase in building height from 30 ft to 38.5 ft, under the provisions of Section 2-1004.C and to vacate 242 feet of Allen
Avenue right of way (Proposed Use: A 9,560 sq ft medical clinic.) at 3080 Allen Avenue., Acker's Sub, Elk 4, Lots 4-7 & 12-
15, part of Lots 8-11. FLD2003-08037
2. Griffin International Inc. are requesting a flexible development approval to permit the sale of alcoholic beverages on a
parcel of land contiguous to a parcel of land which is designated as residentially zoned property in the Zoning Atlas, as part of a
Comprehensive IOOll Redevelopment Project, under the provisions of Section 2-704.C. (Proposed Use: Alcoholic beverage
sales within a 2,100 square-foot tenant space located in an existing shopping center) at 1575 S. Hie:hland Ave., Sec. 23-29-15,
M&B 34.31. FLD2003-09042
3. G T Leisure Corp. / Roe:ers Beach Development (Villa del Sole of Clearwater Beach, LLC) are requesting a flexible
development approval to permit 6 attached dwellings (townhomes) with a reduction in the side (east) setback from 10 ft to 5 ft
(to building), the side (west) setback from 10 ft to 5 ft (to building), the rear (south) setback from 20 ft to 1 ft (to pool and
decking) and to permit parking that is designed to back out into the public right-of-way, as part of a Comprehensive Infill
Redevelopment Project, under the provisions of Section 2-803.C, and Preliminary Plat approval for 6 lots [Proposed Use: Six
attached dwellings (townhomes)] at 181 Brie:htwater Dr., Bayside Sub. No.2, Lots 20 & 21 and riparian rights. FLD2003-
09046
4. Island Key Development. LLC are requesting a flexible development approval for a multi-use dock for the
construction/reconstruction of 11 slips, dock and 4 catwalks with boardwalk along the seawall for a residential condominium
complex, with a reduction of the side (north and south) setbacks from 18 ft to 16 ft (to catwalks) and from 18 ft to zero ft (to
boardwalk) and an increase of the width of the dock from 75 percent of the lot width (135 ft) to 100 percent of the lot width
(180 ft), under the provisions of Section 3-601 (Proposed Use: Multi-use dock of 11 slips for Island Key Condominiums) at
692 Bavway Blvd N., Bayside Sub. No.5, Blk A, Lots 21,22 & 23 and riparian rights. FLD2003-09044
5. BelCal Properties. LLC are requesting a flexible development approval to permit retail sales (fmancial services) with
deviations to allow direct access to a major arterial street (Belcher Road), to allow the use as a permitted use and in a separate,
primary building and to allow the use to serve patrons beyond the industrial area, as a Comprehensive Infill Redevelopment
Project, under the provisions of Section 2-1304.C. (Proposed Use: Retail sales and services (GTE Federal Credit Union), in
addition to a proposed distribution center and offices) at 1750 N. Belcher Rd., Clearwater Industrial Park, a part of Lot 12.
FLD2003-09047
6. Everybody's Tabernacle. Inc. & Homeless Emere:ency Proiect. Inc. are requesting a flexible development approval to
permit a residential shelter of eight unitslbeds in the Commercial District at 1211 North Betty Lane with a reduction of the front
(west) setback along North Betty Lane from 25 ft to 17 ft (to stairway ramping) and from 25 ft to 23 ft (to pavement), as a
Comprehensive IOOll Redevelopment Project, under the provisions of Section 2-704.B, as an amendment to a previously
approved Comprehensive Infill Redevelopment Project (Case Nos. FLD 02-04-09 and FLD 02-04-09A) [which permitted a
residential shelter of eight unitslbeds at 1215 N. Betty Lane with reductions in the front (west) setback along North Betty Lane
from 25 ft to 15 ft (to stairwell) and from 25 ft to 23 ft (to building), a reduction of the side (north) setback from 10 ft to 4 ft (to
building) and a reduction in the rear (east) setback from 20 ft to 8 ft (to stairway ramping), under the provisions of Section 2-
704.B] (Proposed Use: Residential shelter of 8 unitslbeds) at 1215 & 1211 N. Betty Ln., Pinebrook Sub. No.2, Elk E, Lots
15 & 16. FLD2003-09048
.
.
7. Homeless Emere:encv Proiect. Inc. are requesting a flexible development approval to permit a residential shelter of 4 beds
with a reduction of the front (north) setback from 25 ft to 5 ft (to pavement), a reduction of the side (east) setback from 10 it to
4.46 ft (to pavement), and to permit parking that is designed to back out into the public right-of-way, as part of a
Comprehensive Infill Redevelopment Project, under the provisions of Section 2-803.C, and a reduction of the side (west)
landscape buffer from 12 ft to 10 ft, as part ofa Comprehensive Landscape Program, under the provisions of Section 3-1202.G.
(Proposed Use: Residential shelter) at 1003 Carlton St., C.E. Jackson's Sub., Blk 3, Lot 11 less rd. FLD2003-09049
8. Moorine: Capital Fund. LLC (Family Resources, Inc.) are requesting a flexible development approval to permit a
residential shelter (16 beds for youth in crisis) and a social/public service agency in the Institutional District with a reduction of
the side (east) setback from 10 ft to 8.5 ft (to pavement), a reduction of the side (west) setback from 10 ft to 9.5 ft (to
pavement), a deviation to allow the residential shelter 900 ft (instead of 600 ft) from a transit line and a deviation to allow a
social/public service agency adjacent to residentially zoned property, as part of a Comprehensive Infill Redevelopment Project,
under the provisions of Section 2-1204.A, and a reduction of the landscape buffer along the side (west) property line from 12 ft
to 9.5 ft, as part of a Comprehensive Landscape Program, under the provisions of Section 3-1202.G. (Proposed Use:
Residential shelter (16 beds) and a social/public service agency) at 1615 Union St., Sec. 02-29-15, M&B 12.05. FLD2003-
09051
9. Elias Anastopoulos is requesting a flexible development approval to permit retail sales and services with a reduction of the
front (south) setback from 15 ft to 4 ft (to pavement), reductions of the front (west) setback from 15 ft to 2 ft (to building) and
from 15 ft to zero ft (to sidewalk), reductions of the side (north) setback from 10 ft to zero ft (to ramp), from 10 ft to 1 ft (to
building) and from 10 ft to 5 ft (to rubber matting), reductions of the side (east) setback from 10 ft to zero ft (to pavement) and
from 10 ft to 3 ft (to rubber matting), a reduction of required parking from 5 spaces per 1,000 sq ft (38 spaces) to 3.19 spaces
per 1,000 sq ft (23 spaces) and a reduction in the width of the required foundation landscaping adjacent to the building from 5 ft
to 2 ft, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-803.C. (Proposed Use: A
7,610 sq-ft retail sales and services building) at 700 S. Gulfview Blvd., Bayside Shores, Blk C, Lots 11 & 12 and Bayside Sub.
No.6 Unit B, Blk E, Lot 13 and 15 ft vac rd on S. FLD2003-09045
10. ABR Plvmouth Plaza. Ltd. (Tampa Bay Water/Jerry L. Maxwell, GM) are requesting a flexible development approval to
permit an office building with an increase of building height from 30 ft to 55 ft and a reduction of the side (east) setback from
20 ft to 10 ft (to pavement), under the provisions of Section 2-1004.F. (Proposed Use: 37,000 sq ft three-story office building)
at 2575 Enterprise Rd., Sec. 30-28-16, M&B 34.11. FLD2003-09053
11. South Gate Park. Inc. (Tree Tops at Druid) are requesting a flexible development approval to permit attached dwellings
with a reduction of the side (west) setback from 5 ft to zero ft (to existing pavement), an increase of building height to allow
perimeter parapets an additional 6 ft (from roof deck) and a deviation from the requirement to screen off-street parking from
adjacent parcels of land and any adjacent street, as a Residential Infill Project, under the provisions of Section 2-304.G, and
Preliminary Plat approval for 10 lots [Proposed Use: Attached dwellings (10 units, five per building)] at 2525 Druid Rd., Sec.
18-29-16, M&B 44.41 and Sever Park, Lot 3 less E 200 ft. FLD2003-08038
12. Dean C. & Anita J. Carley are requesting a flexible development approval to reduce the rear (east) setback from 15 ft to
zero ft as part of a Residential Infill Project, under the provisions of Section 2-803.C. (Proposed Use: Residential deck) at
1601 Sand Kev Estates Ct., The Moorings of Sand Key, Lot 30. FLD2003-09043
13. Michael & Stefanie Markham are requesting an appeal of the decision of a Level One (Flexible Standard Development) that
approved an application reducing the side (east) setback from 15 ft to 10 ft for a two-story addition to an existing single family
dwelling, as a Residential Infill Project, under the provisions of Section 2-103.B (FLS2003-08038) (Owners: Jeffrev A. &
Ambrvn E. Finstad) at 2959 Eae:le Estates Cir. W., Eagle Estates, Lot 38. APP2003-00003
Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the Planning
Director or City Clerk prior to the hearings. Any person who decides to appeal any decision made by the Board, with respect to
any matter considered at such hearings, will need a record of the proceedings and, for such purpose, may need to ensure that a
verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be
based per Florida Statute 286.0105. Community Development Code Section 4-206 states that party status shall be granted by the
Board if person requesting such demonstrates that slbe is substantially affected. Party status entitles parties to: personally testify,
present evidence, argument and witnesses, cross examine witnesses, appeal the decision and speak on reconsideration requests.
An oath will be administered swearing all participants in public hearing cases. If you wish to speak please wait to be
recognized, then state and spell your name and provide your address. Persons speaking before the CDB shall be limited to
.
.
three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of
time up to 10 minutes.
Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by
interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100
S. Myrtle Ave., Clearwater, FL 33756. Please contact Frank Gerlock, Development Review Manager, at 562-4557 to discuss
any questions or concerns about the project and/or to better understand the proposal and review the site plan.
This notice was sent by the Official Records and Legislative Services Department, Cynthia E. Goudeau, CMC, City Clerk
City of Clearwater
P.O. Box 4748, Clearwater, FL 33758-4748
NOTE: Applicant or representative must be present at the hearing.
YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 500 FT. OF
THE SUBJECT PROPERTY.
A COpy OF THIS AD IN LARGE PRINT IS AVAILABLE IN THE OFFICIAL RECORDS AND LEGISLATIVE
SERVICES DEPT. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN
ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL THE OFFICIAL RECORDS AND LEGISLATIVE
SERVICES DEPT WITH THEIR REQUEST AT (727) 562-4093.
Ad: 11/30/03
.
.
CITY OF CLEARWATER
LoNG RANGE PlANNING
DEVELOPMENT REvIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
October 1, 2003
Rogers Beach Development
P.O. Box 676
Crystal Beach, Florida 34681
RE: Application for Flexible Development approval to permit six single family town homes
with reductions in the (east) side setback from 10 feet to 5 feet (to building), the (west)
side setback from 10 feet to 5 feet (to building), the (south) rear setback 20 feet to 1 foot
(to pool and decking), and to permit six parking spaces that are designed to back out into
the public right of way, as part of a Comprehensive Infill Redevelopment Project under
the provisions of Section 2-803.C, and Preliminary Plat approval for 6 lots (Case number:
FLD2003-09046/PLT2003-00011, 181 Brightwater Drive).
Dear Mr. Rogers:
The Planning Staff has reviewed your Flexible Development application to permit six single
family town homes with reductions in the (east) side setback from 10 feet to 5 feet (to building),
the (west) side setback from 10 feet to 5 feet (to building), the (south) rear setback from 20 feet
to 1 foot (to pool and decking), and to permit six parking spaces that are designed to back out
into the public right of way, as part of a Comprehensive Infill Redevelopment Project under the
provisions of Section 2-803.C, and Preliminary Plat approval for 6 lots (Case number: FLD2003-
09046/PLT2003-00011, 181 Brightwater Drive). After a preliminary review of the submitted
documents, staffhas determined that the application is complete.
The Development Review Committee will review the application for sufficiency on October 30,
2003, in the Planning Department conference room - Room 216 - on the second floor of the
Municipal Services Building, 100 South Myrtle Avenue, in Clearwater.
You or your client must be present to answer any questions that the Committee may have
regarding your application.
Please be aware that 15 additional sets of the complete resubmittal of all required information, to
include copies of the application, survey, site plan (with all required changes), affidavit of
authorization, etc. will be required by 4:30 p.m. on November 6, 2003, in order to be placed on
the December 16, 2003, Community Development Board (CDB) agenda.
BRlAN]. AUNGST, MAYOR-COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER
FRANK HIBBARD, COMMISSIONER (1) BILL]ONSON, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
.
.
If you have any questions, please do not hesitate to call me at 727-562-44539.
s: IPlanning DepartmentlC D BlFLEXlPending caseslUp for the next DRC\Brightwater 181 Rogers Beach DevlBrightwater 181 Complete
Letter. doc
Pinellas County property.praiser Information: 0829150493210200
Page 5 of5
~ 60
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Pinellas County Property Appraiser
Parcel Information
BackJo S~aryh ~
An explanation of this screen
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Pinellas County Property APIser Information: 08 29 15 04932 00010
Page 2 of5
08 / 29 / 15 / 04932 / 000 / 0200
06-0ct-Z003 JiM SMith, CFA Pinellas County Property Appraiser 09:00:38
Ownership InforMation Non-Residential Property Address. Use. and Sales
o T LEISURE CORP
181 BRIOHTWATER DR
CLEARWATER FL 33767-Z40Z
COMparable sales value as Prop Addr: 181 BRIOHTWATER DR
of Jan 1, 2003, based on Census Tract: Z60.0Z
sales froM 2001 - 2002:
0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/IMp
Plat InforMation 11/1.999 10.716/ 880 no.ooo (U) I
1951 : Book OZ7 Pgs 03Z-033 1 /1.990 7.187/ 801 Z75.000 (Q) I
0000 : Book Pgs - 0 /0 0/ 0 0 ( )
0000: Book Pgs - 0 /0 0/ 0 0 ( )
2003 Value EXEMPTIONS
Jus t / Marke t: 754.Z00 HOMestead: 0 Ownership % .000
Historic : 0 Use %: .000
Assessed/Cap: 754.Z00 Tax ExeMpt %: .000
Other ExeMp t : 0
Taxable: 754.Z00 Agricultural: 0
2003 Tax InforMation Land InforMation
District: CW Seawall: Frontage: Bay
Clearwater View:
03 Millage: Z3.0851 Land Size Unit Land Land Land
Front x Depth Price Units Meth
02 Taxes: 17. OOZ. 50
1) 1Z4 x 110 65.00 13.651. 00 S
Special Tax .00 2) 0 x 0 .00 .00
3) 0 x 0 .00 .00
Without the Save-Our-HoMes 4) 0 x 0 .00 .00
cap, 2003 taxes will be : 5) 0 x 0 .00 .00
17.410.78 6) 0 x 0 .00 .00
Without any exeMptions, Total Land Value: 887.315
2003 taxes will be :
17.410.78
Short Legal BAYSIDE SUB NO. Z LOTS ZO 3: ZI 3: RIP RTS
Description
Building Information
. Building 1
· BJJildiIlg2
http://pao.co.pinellas.fl.us/htbin/cgi -scr3 ?o= 1 &a= 1 &b= 1 &r=&s= 1 &u=0&p=08+29+ 15+0... 10/6/2003
.
.
.
.
STORM DRAINAGE ANALYSIS
FOR
VILLA del SOL TOWN HOMES
181 BRIGHTWATER DRIVE
CLEARWATER BEACH, FL
SECTION 08, TOWNSHIP 29S, RANGE 15E
PINELLAS COUNTY, FL
PREPARED FOR
VILLA del SOL OF CLEARWATER, LLC
163 BAYSIDE DRIVE
CLEARWATER BEACH, FL 33767
SEPTEMBER 2003
f'~OV 0 6 2003
VILLA del SOL TOWNHOMES
181 BRIGHTWATER DRIVE
CLEARWATER BEACH, FL
LOTS 20 & 21, BAYSIDE SUBDIVISION NO.2, ACCORDING TO
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32& 33,
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
SECTION 08, TOWNSHIP 29S, RANGE 15E
STORM DRAINAGE ANALYSIS
WATER QUALITY TREATMENT
DRAINAGE AREA
=
0.30 Ac.
PROVIDE WATER QUALITY TREATMENT FOR FIRST %" OF RUNOFF:
Q = 0.30 x 0.75/12 x 43,560 = 817 C.F.
ST AGE/STORAGE RELATIONSHIP:
DETENTION POND
STAGE SURFACE AREA STORAGE AVAILABLE
(EL. ) (SF) (C. F.)
4.00 202 0
4.50 423 156
5.00 676 659
5.50 955 868
REQUIRED STORAGE EL. (WEIR SLOT INV. EL.) = 5.12
SEE PLAN FOR DETAIL
SEASONAL HIGH WATER TABLE (SHWT) & AQUIFER DETERMINATION:
EST. SHWT EL.
= 1.3*
AVG. GROUND EL. IN VICINITY OF DETENTION POND
EST. DEPTH TO AQUIFER
= 4.5
= 5.0'*
EST. AQUIFER EL.
= (-) 0.5 (USE 0.0)
9.1IN/HR X 1 FT/12 IN X 24 HRlDAY = 18.2 FT/DAY
A VG. VERTICAL PERMEABILlTY*
=
AVG. HORIZONTAL PERMEABILlTY* =
18.2 FT/DAY X 2
= 36.4 FT/DAY
USE SAFETY FACTOR OF 2
FOR GROUNDWATER
MOUNDING ANALYSIS
=
36.4 FT/DAY 12
= 18.2 FT/DAY
*
BASED ON "SUBSURFACE INVESTIGATION" REPORT PREPARED BY BTL ENGINEERING
SERVICES, INC. DATED SEPTEMBER 16, 2003, BTL JOB NO. 4975-03-2276.
.
.
-I
VILLA del SOL TOWNHOMES
181 BRIGHlWATER DRIVE
CLEARWATER BEACH, FL
SECTION 08, TOWNSHIP 29S, RANGE 15E
PINELLAS COUNTY, FL
STORM DRAINAGE ANALYSIS
25- YEAR 24-HOUR POST-DEVELOPMENT
DRAINAGE AREA
(to Proposed Detention Pond)
=
0.30 Ac.
- Building & Paved Areas
- Detention Pond
- Open Areas
=
0.24 Ac.
0.02 Ac.
0.04 Ac.
=
=
lie"
=
(0.24)(0.95)+(0.02)(1.00)+(0.04)(0.20) =
0.30
0.85
tc
=
10.0 min.
= 9.0 in. (25-yr.-24-hr.)
See attached analysis
.
.
.
u.:u.:u.:u.:
cncncncn
LO(,C)I"")N
LOf'o.NO
m(,C)...tN
e
MODRET
HYDROGRAPH DATA INPUT - RATIONAL HYDROGRAPH METHOD
Hydrograph Name
Contributing Basin Area
Runoff Coefficient C
Time of Concentration
Rainfall Depth
Storm Duration
VILLA DEL SOL TOWNHOMES
0.30 ac.
0.85
10.00 min
9.00 "
24.00 hrs
.
.
MODRRf
e
0.113'"
O. 1291
0.1117
O. 100...
..... O. 0861
1JI
....
U
.....
L.... 0.0717
L....
0
Z 0.0574
::w
cr
0.0"'30
O. 0287
0.0113
0.0000
.
RESULTS OF RUNOFF HYDROSRAPH
NAnE OR NODE ID : UILLA DEL SOL TOUNHOnES
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0.00 2.50 5.00 7.50 10.00 12.50 15.00 17.50 20.00 22.50 25.00
TIME (hrs)
Qaax:
0.10 cis TiIM? of .-ax :
0.17 trs U_total:
8267.7 ft3
MODRET
SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS
POND NAME/No. : VILLA DEL SOL TOWNHOMES
HYDROGRAPH RUNOFF DATA
UNSATURATED ANALYSIS INCLUDED
Pond Bottom Area
Pond Volume between Bottom & DHWL
Pond Length to Width Ratio (L/W)
Elevation of Effective Aquifer Base
Elevation of Seasonal High Groundwater Table
Elevation of Pond Bottom
Is there Overflow ?
Ave. Effective Storage Coefficient of Soil for Unsat.
Unsaturated Vertical Hydraulic Conductivity
Factor of Safety
Saturated Horizontal Hydraulic Conductivity
Ave. Effective Storage Coefficient of Soil for Sat.
Average Effective Storage Coefficient of Pond
Time Increment during Storm Event
Time Increment after Storm Event
Total Number of Increments after Storm Event
Hydrograph Name & Node : VD102 - VILLA DEL SOL TOWNHOMES
Time of Peak Discharge 0.17 hrs
Rate of Peak Discharge 0.10 cfs
Groundwater Control Features:
Top Bottom Left
Flag N N N
Distance to edge of pond 0.00 0.00 0.00
Elevation of water level 0.00 0.00 0.00
.
.
202.00 ft2
868.00 ft3
3.50
0.00 ft
1. 30 ft
4.00 ft
Y
0.20
18.20 ft/d
2.00
36.40 ft/d
0.20
1. 00
2.00 hrs
12.00 hrs
6.00
Right
N
0.00
0.00
MODRET
ELEVATION VS OVERFLOW RELATIONSHIP
V_NOTCH, SHARP & BROAD CRESTED WEIRS
Structure Type SHARP CRESTED
Crest Elevation 5.12 ft
Crest Length 2.00 ft
Coefficient of Discharge 3.30
Weir Flow Exponent 1.50
Number of Contractions 2.00
Design High Water Level Elevation 5.50 ft
.
.
MODRET
SUMMARY OF RESULTS - TABLE FORMAT
POND NAME / NO.: VILLA DEL SOL TOWNHOMES
CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE
TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW
(hrs) (feet) RATE (cfs) RATE (cfs) (ft3)
00.00 - 0.00 1. 300 0.000 *
0.00
0.00 1. 300 0.04798
0.04965 0.00
3.43 4.931 0.05132
0.05229 188.63
5.43 5.145 0.04726
0.04223 564.48
7.43 5.160 0.03964
0.03703 988.73
9.45 5.163 0.03544
0.03385 1432.50
11.45 5.164 0.03275
0.03164 1892.50
13.45 5.166 0.03081
0.02999 2364.60
15.45 5.166 0.02933
0.02868 2846.20
17.45 5.167 0.02812
0.02757 3335.90
19.45 5.168 0.02710
0.02664 3832.30
21. 45 5.168 0.02624
0.02584 4334.50
23.45 5.169 0.02376
0.01124 4334.50
35.45 4.329 0.00903
0.00682 4334.50
47.45 3.820 0.00576
0.00469 4334.50
59.45 3.470 0.00407
0.00345 4334.50
71. 45 3.212 0.00306
0.00266 4334.50
83.45 3.014 0.00239
0.00211 4334.50
95.45 2.856 0.00242
MaxWL: 5.169 @ 23.45 h * RO = INF M . Ov f : 0.070cfs @ 23.5 h
.
.
4130.00
3717.00
- 3304.00
Cl1
...
- 2891.00
-
C
L..J 2478.00
l-
e
a 2065.00
I-
..J
-
L... 1652.00
Z
-
L..J 1239.00
:E:
::1
..J 826.00
0
:lo
413.00
0.00
6.00
5.80
-
...
-
- 5.60
..J
L..J 5.40
:lo
L..J
..J
a 5.20
L..J
I- 5.00
e
:::z
L... 4.80
0
Z 4.60
0
-
l-
e 4.40
:lo
L..J
..J 4.20
L..J
4.00
nOORET GRAPHICAL RESULTS
POND NAME/No. UILLA DEL SOL TOUNHOMES
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0.0 4.4 8.8 13.2 17.6 22.0 26.4 30.8 35.2 39.6 44.0
TIME (hrs)
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.
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.
STORM DRAINAGE ANALYSIS
FOR
VILLA del SOL TOWNHOMES
181 BRIGHTWATER DRIVE
CLEARWATER BEACH, FL
SECTION 08, TOWNSHIP 29S, RANGE 15E
PINELLAS COUNTY, FL
PREPARED FOR
VILLA del SOL OF CLEARWATER, LLC
163 BAYSIDE DRIVE
CLEARWATER BEACH, FL 33767
SEPTEMBER 2003
.
.
VILLA del SOL TOWNHOMES
181 BRIGHTWATER DRIVE
CLEARWATER BEACH, FL
LOTS 20 & 21, BAYSIDE SUBDIVISION NO.2, ACCORDING TO
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES 32& 33,
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
SECTION 08, TOWNSHIP 29S, RANGE 15E
STORM DRAINAGE ANALYSIS
WATER QUALITY TREATMENT
DRAINAGE AREA
=
0.24 Ac.
PROVIDE WATER QUALITY TREATMENT FOR FIRST:y." OF RUNOFF:
Q = 0.24 x 0.75/12 x 43,560 = 653 C.F.
ST AGEISTORAGE RELATIONSHIP:
DETENTION POND
STAGE SURFACE AREA STORAGE AVAILABLE
(EL.) (SF) (C. F.)
4.00 202 0
4.50 423 156
5.00 676 659
5.50 955 868
REQUIRED STORAGE EL. (WEIR SLOT INV. EL.) = 4.99
SEE PLAN FOR DETAIL
SEASONAL HIGH WATER TABLE (SHWT) & AQUIFER DETERMINATION:
EST. SHWT EL.
= 1.3*
AVG. GROUND EL. IN VICINITY OF DETENTION POND
EST. DEPTH TO AQUIFER
EST. AQUIFER EL.
= 4.5
= 5.0'*
= (-) 0.5 (USE 0.0)
AVG. VERTICAL PERMEABILITY.
=
9.1IN/HR X 1 FT/12 IN X 24 HRlDAY = 18.2 FTIDAY
AVG. HORIZONTAL PERMEABILlTY* =
18.2 FTIDAY X 2
= 36.4 FTIDAY
USE SAFETY FACTOR OF 2
FOR GROUNDWATER
MOUNDING ANALYSIS
=
36.4 FTIDA Y I 2
= 18.2 FTIDAY
*
BASED ON "SUBSURFACE INVESTIGATION" REPORT PREPARED BY BTL ENGINEERING
SERVICES, INC. DATED SEPTEMBER 16,2003, BTL JOB NO. 4975-03-2276.
!~m_
.
.
VILLA del SOL TOWNHOMES
181 BRIGHlWATER DRIVE
CLEARWATER BEACH, FL
SECTION 08, TOWNSHIP 29S, RANGE 15E
PINELLAS COUNTY, FL
STORM DRAINAGE ANALYSIS
25-YEAR 24-HOUR POST-DEVELOPMENT
DRAINAGE AREA
(to Proposed Detention Pond)
=
0.24 Ac.
- Building & Paved Areas
- Detention Pond
- Open Areas
=
0.19 Ac.
0.02 Ac.
0.03 Ac.
=
=
"en
=
(0.19)(0.95)+(0.02)(1.00)+(0.03)(0.20) =
0.24
0.86
tc
=
10.0 min.
= 9.0 in. (25-yr.-24-hr.)
See attached analysis
.
.
u.:u.:u..:u.:
vi vi vi vi
LOtOl"')'"
LOI''''O
cntO~'"
.
.
MODRET
HYDROGRAPH DATA INPUT - RATIONAL HYDROGRAPH METHOD
Hydrograph Name
Contributing Basin Area
Runoff Coefficient C
Time of Concentration
Rainfall Depth
storm Duration
VILLA DEL SOL TOWNHOMES
0.24 ac.
0.86
10.00 min
9.00 "
24.00 hrs
Friday, 9/19/2003
MODRKf
O. 1161
o. 10i5
0.0929
0.0813
- 0.0697
UI
-
U
'OJ
L... o. 0581
L...
0
Z 0.Oi6i
:J
a
0.03i8
0.0232
o. 0116
0.0000
RESULTS OF RUNOFF HYOROGRAPH
NAnE OR NODE 10 : UILLA DEL SOL TOUNHOnES
e
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'.
0.00 2.50 5.00 7.50 10.00 12.50 15.00 17.50 20.00 22.50 25.00
TIME (hrs)
Oaax:
0. DB as Ti-.e of Oaax :
0.17 Irs V_total:
6692. 0 ft3
I
I
---~
.
.
MODRET
SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS
POND NAME/No. : VILLA DEL SOL TOWNHOMES
HYDROGRAPH RUNOFF DATA
UNSATURATED ANALYSIS INCLUDED
Pond Bottom Area
Pond Volume between Bottom & DHWL
Pond Length to Width Ratio (L/W)
Elevation of Effective Aquifer Base
Elevation of Seasonal High Groundwater Table
Elevation of Pond Bottom
Is there Overflow ?
Ave. Effective Storage Coefficient of Soil for Unsat.
Unsaturated Vertical Hydraulic Conductivity
Factor of Safety
Saturated Horizontal Hydraulic Conductivity
Ave. Effective Storage Coefficient of Soil for Sat.
Average Effective Storage Coefficient of Pond
Time Increment during Storm Event
Time Increment after Storm Event
Total Number of Increments after Storm Event
Hydrograph Name & Node : VD102 - VILLA DEL SOL TOWNHOMES
Time of Peak Discharge 0.17 hrs
Rate of Peak Discharge 0.08 cfs
Groundwater Control Features:
Top Bottom Left
Flag N N N
Distance to edge of pond 0.00 0.00 0.00
Elevation of water level 0.00 0.00 0.00
Page 1
202.00 ft2
868.00 ft3
3.50
0.00 ft
1. 30 ft
4.00 ft
Y
0.20
18.20 ft/d
2.00
36.40 ft/d
0.20
1. 00
2.00 hrs
12.00 hrs
6.00
Right
N
0.00
0.00
Friday, 9/19/2003
.
.
MODRET
ELEVATION VS OVERFLOW RELATIONSHIP
V_NOTCH, SHARP & BROAD CRESTED WEIRS
Structure Type SHARP CRESTED
Crest Elevation 4.99 ft
Crest Length 2.00 ft
Coefficient of Discharge 3.30
Weir Flow Exponent 1.50
Number of Contractions 2.00
Design High Water Level Elevation 5.50 ft
Friday, 9/19/2003
. .
MODRET
SUMMARY OF RESULTS - TABLE FORMAT
POND NAME / NO.: VILLA DEL SOL TOWNHOMES
CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE
TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW
(hrs) (feet) RATE (cfs) RATE (cfs) (ft3)
00.00 - 0.00 1.300 0.000 *
0.00
0.00 1. 300 0.04205
0.04522 0.00
3.43 4.646 0.04840
0.05025 0.00
5.43 4.984 0.04558
0.04091 242.76
7.43 5.019 0.03822
0.03550 544.96
9.45 5.023 0.03390
0.03232 868.42
11.45 5.025 0.03124
0.03017 1207.80
13.45 5.026 0.02936
0.02855 1559.00
15.45 5.027 0.02791
0.02727 1919.50
17.45 5.028 0.02675
0.02623 2287.60
19.45 5.028 0.02578
0.02533 2662.20
21. 45 5.029 0.02494
0.02455 3042.50
23.45 5.029 0.02258
0.01078 3042.50
35.45 4.225 0.00867
0.00656 3042.50
47.45 3.735 0.00554
0.00452 3042.50
59.45 3.398 0.00392
0.00333 3042.50
71. 45 3.149 0.00295
0.00257 3042.50
83.45 2.957 0.00231
0.00204 3042.50
95.45 2.804 0.00234
MaxWL: 5.029 @ 23.45 h * RO = INF M . OV f : 0.053cfs @ 23.5 h
Page 1
Friday, 9/19/2003
3930.00
3537.00
..... 31H.00
C'l1
...
-
"'-I 2751. 00
C
L.J 2358.00
l-
e
Q: 1965.00
I-
...J
-
L... 1572.00
Z
-
L.J 1179. 00
J:
~
...J 786.00
0
::)
393.00
0.00
6.00
5.80
.....
...
-
"'-I 5.60
...J
L.J 5.-i0
::)
L.J
...J
Q: 5.20
L.J
I- 5.00
e
::2
L... -i. 80
0
Z -i. 60
0
-
l-
e -i.-i0
::)
L.J
...J -i. 20
L.J
-i. 00
.
.
nODRET GRAPHICAL RESULTS
POND NAME/No. UILLA DEL SOL TOUNHOMES
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.f))))fff~~fffffffff)ffff)fff)ffff)f\:::::..
..........................................................................
-i. 1 8.2 12.3 16. -i 20.5 2-i.6 28.7 32.8 36.9 -il.0
TIME (hrs)
Friday, 9/19/2003
,,,.10. leU' 11.14." e" 'nil """ 110 .
~ BTL Engfrneerfrng Services, Inc,
~ .... 5802 N. Occident Street. P.O. Box 15718 . Tampa, Rorida 33684
(813) 884-0755 . HillSbOrough . (727) 733-9347 - Pinellas . (727) 846-1703 - Pasco I (813) 886-53n - Fax
M'J.;')JO~
j. L
September 16, 2003
Rogers Beach Development
620 Bayw'ay Boulevard
Clean.vater, Florida 33767
Re: Subsurface Investigation
177 & 181 Brightwater Drive
ClealWater, Florida.
BTL Job No. 4975-03-2276
Gentlemen:
BTL Engineering Services! Inc.) has completed a subsurface investigation at the
referenced project sites located at 177 & 181 Brightwater Drive in ClearNater,
Florida. This report describes the project sites, discusses methods of testing,
presents Investigation results and provides general recommendations for
foundation preparation.
Please feel free to request any further information or clarifications that may be
needed. .
Thank you for choosing arL Engineering Services, !nc., to perform this
subsurface investigation. V.Je would be pleased to assist you further in other
phases of geotechnical engineering and construction testing as project needs
develop.
Sincerely,
BTL ENGINEERfNG SERVICES, INC.
~ ~~~DQ-"
~ Larry D. Gordon,
Executive Vice President
q. /- .. " 'J
Edward D. man, P.E.
Vice Presi nt
FL. Registration No. 53451
Attach:
Geotechnical, Materials & Structural Enl;lineering . Foundation Design . Forensic Foundation Engineering
Materia!s Laboratory Testing . Construction Testing Services . Sinkhole Investigation
Sep.16. LUUj 11::,j4AM .IL tn~lneerln5
.
Subsurface Investigation
177 & 181 Brightwater Drive
Clearwater, Florida
(BTL Job No. 4975-03-2276)
Prepared for:
Rogers Beach Development
620 Bayway Boulevard
Cleaf"'Nater, Florida 33767
September 2003
oJ tit-' . I V' L. V V 'tJ t t . 'tJ,. "lfl
I.J 1 L.. L..1I g I 119 (,,> I 11110.:
.
.
Table of Contents
Section
1. Authorization and Scope of Testing
2. Purpose
3. Site Description
4. Standard Penetration Test Method
5. Groundwater Depths
6. Subsurface Conditions
7. Foundation Recommendations
B. Site Preparation
9. Double Ring Infiltration Test
Figure
1
2
Page No.
2
2
2
3
3
3
4
S'
5
Fiaures
Subiect
Generalized Subsurface Profile
Boring Plan
ADDendje~
Acoendix
1
2
3
Subiect
Boring Logs
Important Information about Your
Geotechnical Engineering Report
Limitations & Reproductions
~'dIJ.IO. LUU0 II'v4tf'\tn UtI.. I..llOlllQc;llllQ
.
.
1. Authorization and Scope of Testing
Mr. Michael Whaley requested our services during telephone conversations and
correspondence with BTL staff. Authorization for testing was through acceptance
of our Proposal Number 03-181 dated August 29,2003.
The borings were drilled on September 12, 2003, using a Diedrick 0-25 Standard
Penetration Test drilling rig to advance four Standard Penetratior. Test (SPT)
borings to depths of 30 to 35 feet below land surface (BLS). Two SPT borings
were drilled on Lot 177 and two borings were drilled on Lot 181.
Borings were located by BTL personnel referenced to typicai setbacks of nearby
buildings. Boring locations are shown on the attached boring location plan.
2. Purpose
The purpose of the borings was to determine subsurface conditions for
construction of proposed multi-family residences. The test borings provided
information with respect to the type, distribution, density and moisture content of
soil material in addition to the location of the groundwater level present during the
investigation. From analysis of these data, recommendations for site
development were made. Note that conclusions discussed in this report may
change subject to actual site conditions found during construction.
It is recommended that your design staff be advised of the results of this
investigation, since the conditions disclosed and the recommendations contained
herein may impact proposed design and construction.
3. Site Description
The property is located on the
east side af Clearwater Beach
in Clearwater, Florida. The
map inset at the right shows
the location of Brightwater
Drive in the vicinity of the sites.
Although the properties are not
in a velocity zone that would
generally require a pile
supported foundation; poor
subsurface conditions in the
general area often require pile support to transfer building loads to deeper
competent material.
SubSIJrffiCe Investigation - R~ ~ Oevelopment
1 n 4. 181 Srightwllter Drive - C/earwllter, FL BTL Job No. 4975-03.2276 - a.ptem~r 16, 2003
2
" ., ~ . ! U' L U lJ V 'I' V V f"Ijfi !.J I L.. L.. II C I II Q g ~ I 11 U
.
.
4. Standard Penetration Te$t Method
The Standard Penetration Test. (Spn boring permits soil classification of
samples retained during the test and allows the standard penetration resistance
to be determined at selected depth intervals. These data permit estimation of
soil properties such as continuity, strength, compressibility. and permeability.
Drilling- and standard penetration tests are performed in general confonTIance
with ASTM 0-1586.
In performing the SPT test, borings are advanced to the desired test depth by
rotary. drilling methods whereupon the drill bit is withdrawn and the penetration
test performed using a standard 1.4-inch 1.0., 2.0-inch 0.0., split-barrel sampler.
Spacing between each test interval varies by no more than 2.0 feet in the top 10
feet of each boring and by not more than 5.0 feet at depths greater than 10 feet.
A 140-pound hammer falling 30 inches drives the sampler. Because of
disturbance effects, the number of blows required to drive the sampler the first
six inches is not considered in the standard penetration test value. The SPT
value is based on the second and third 6-inch increments and this resistance is
designated the "penetration resistance," Penetration resistance is an index of
the soil strength and density that is used in engineering design.
After each penetration test, the driller classlfles the spilt-barrel sample according
to color, texture, material type and moisture content. A portion of eaoh sample is
collected in a sealed container and transported 10 the laboratory where it is
further examined to verify field condition. The samples are temporarily stored in
the laboratory for future reference. The boring data are shown in the boring logs
that are contained in this report.
5. Groundwater Depths
Groundwater levels were recorded at the time the borings were drilled. However,
groundwater levels are influenced by a number of factors such as dimatic
changes during wet and dry seasons, tidal influence or other re-direction of water
flow as a result of natural or by man-induced activities and most significantly by
the effects of the drilling. Water levels were found in the borings at depths of 5
feet BLS.
8. Subsurface Conditions
Boring Results
Test boring results are summarized in the following table. More detailed soli
descriptions can be found In the boring logs and the boring profile appended to
this report.
Sub5Urleoe !nve~tion - Rogers BeI!Ch OeveJopment
177 & 181 Brightwster Drive - OlHrwet~ FL an Job No. 4-975-03-2276 - Septembfr f8, 2003
3
J~j.:.l0. L.VfJ0 Il'vvf'1.ll! WI:' ~IICIIIQ'Q!'llC
e
.
I
Boring Soli C.pth I Soil Description
Number (feet)
0-6 Very Loose Fine SAND wi1t1 shell
6-10 Very Soft SILT with shell
10 -15 Medium Dense Fl'le SAND with shell
SPT-1 15 - 20 Very SOft SILT with shell (Bay Bottom)
20-25 Soft Sandy SILT (Bay Bottom)
25 - 32 Moderately Hard Weathered LIMESTONE
32 - 35" Hard LIMESTONE
0-1~ Very Loose to Loose Fine SAND WIth shell
15 - 23.5 Very Soft Sanely SI!. T (Bay Bottom)
SPT-2 23.5 - 25 Loose Fine SAND
25-28.5 Sandy Clayey SILT ('Neathered Limestone)
28.5 - 30" Hard LIMESTONE
0-6 Very Loose to Loose Fine SAND with shell
6-10 Very Soft SILT with shell
SPT-3 10 -1!i Very Loose Fine SAND with shell
15-23.5 Very Soft SILT with $hall (Bay Bottom)
i 23.5 - 29 Loose Fine SAND
j 29 - 30. Moderately Hard LIMESTONE
, 0-5 Loose Fine SAND with shell
i I 5 -10 Very Soft SILT with shell
I I 10 - 16 Very Soft Sandy SILT with trace of shell
i SPT-4 15 - 20 Very Soft SILT with shell
I I 20 - 25 Very Loose to Leose Fine SAND
I 25 -29 Moderatsly Hard Weathered LIMESTONE
29 - 30" Moderatelv Hard L1M~TONe
.'ndicates end of boring.
In general subsurface conditions consist of alternate zones of very loose fine
sand with shell and very loose to loose silt extending to weathered limestone that
grades into a hard limestone occurring at depths varying from about 28.5 to 32
feet BLS.
7. Foundation Recommendations
Although the site is not within 2 velocity zone, which generally requires a pile
supported foundation; subsurface conditions disclosed by the borings indicate a
pile foundation can provide the most practical support for the proposed building.
It is recommended that a minimum 14-lnch diameter auger cast pile be used to
support structures on tha Investigated properties. A 14-inch auger cast pile
should develop an allowable load capacity of 20 tons when installed to
competent bearing material estimated to be at a minimum of 25 feet BLS.
To assure installation of the piles to a competent bearing stratum, it is
recommended that a qualified engineer'S representative be present during
installation of the piles. Prior to ordering production timber piles, it is
recommended that piles be installed at several locations on site to define
possible variations in installation depths and conditions. Pile load 1ests should be
Sub:surface InyC$figetion - Rogers Seca:;h Development
177 & 181 Brigh~ter DrIve - ClealWlJtttr, rL SiL Job No. 497~2276 - September 16, 2003
4
~e~.lo. LI)U~
I I . J OI',iVi . I L r: II ~ I II ~ ~ I I 110
.
performed if your structural or design engIneer has questions regarding the
actual pile load capacities.
Your structural engineer is best qualified to determine lateral loads and need for
cross bracing to resist the code mandated loads.
8. Site Preparation
Since a pile foundation is to be used, minimal site preparation will be required
except for planned appurtenances such as driveways, walkways and patio areas
that lie outside the footprint of the structure. It is important that debris from
building demolition, concrete spillage or other construction material be removed
prior to construction of even lightly loaded concrete flat work.
After removal of all deleterious material the ground surface should be compacted
by a minimum weight 10-ton static roller. Compaction should consist of a
minimum of 8 passes of the roller in a ciisscross pattem to extend 5 feet beyond
the area of construction.
9. Double Ring Infiltration Teet
The Double Ring Infiltration (DRI) test consists of driving two open cylinders, one
centered inside the other, into the ground and partially filling both rings with water
to a constant level. The rings used in this test were 12 and 36 inches in
diameter.
After leveling the rings six inches into the proposed basin bottom. water was
released into both rings until a constant head of twelve inches was obtained.
Thereafter, the water level was allowed to drop at a maximum rate of one inch
per hour until four hours had elapsed. The time of drop was accurately recorded
and is presented hereinafter. During the intervals between one-hour readings,
the water is held constant by the continuous addition .of water.
The first reading is an extraneous reading collected during the saturatlon period
of the soil while the others establish repeatability In readings. The designer
should select the approprIate readlng(s) for use in their design.
9.1 Double Ring Infiltration Test Results
The following table presents the double ring infiltration data (DRI). The DRI test
was performed 2 feet BLS on September 15, 2003.
Sub$IJrt~ InVNt./gation - Rogers Beach De'l9/opment
177 & 181 arightwlJtcrDrive- Ciemwmer, FL BTL Job No. 4975-CJ.Z276- September 16, 2003
5
~ep.lo. LUU,j 11;,j1)AM OiL CI!QllltI~IIIIQ
.
.
I i Percolation Rate
Reading Drop In Depth 1 Time
Number (inches) I (mlnuteJs8cond) (inches/hr) (crnJsec)
1 I 12 to 11 I 13 min., 11 sec. 4.6 3.2 x 1.0-3
2 I 11 to 10 14 min, 18 sec. 12.1 3.0 x 10-3
I
i
I 2.5 X 10-3
3 I 10 to 9 16 min. 47 sec. 10.6
,
;
I
4 I No reading
i 9to8 - -
Sub~ InVNtigdtJon - Roaers Bed Development
177 & 1S1 Srir;hIw6!erDrive - CIeBTWBter, FL BTL Job No. 4975-03-2Z78- Sep/ember1e. 2003
6
, .
V Q P" . I \I' ~ V "" v 'I' \of V r II" .... '-. ...".... 01 W .. , . ..-
.e
. ~ .
FIGURES
~ €I P . : o. L U U "_1 I . "0 IIIVI-, 1 L L II 0 I II 00 I I 11 0
BORING PROFILE
LE GEN D
bd """ SoW
~--
~.,-
~ ....-
-- --
f~J -... no. &W
lJJ"1-, - I.lIID
OIJsu
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9-
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-4 '-"'-
II-- .............. -
T l1A'CII!
-GlI ~ IIItIIlI
__ ..... wi 1104
.m!Il - r.... ... FNM
flItnC
IIOf' ~
111 . 1111 ~ IlrM
a-w.Nr. FloMa
CfJjl!J.jOJ
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IlAm Pll: Roten""" DmoID,...m
SPT-1
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-
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-
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.
12
14
11
II
~
n
14
zs
tu
,..
~~
--32
~
r-"
~
t:"
1-31
l=-
~
4t
44
1:..50
~. TL. E~E/eri.og Sernces, InC.
lI. 0IiIIlIIlIt . l'~ .. len' ~ fIlfIII ~
(81J) ~l1M ,... IIIIlIll em) 7JI-fif7~
cml .....,,...,.. I ~" ...-.n_
~ e P 'I! C" L U U -i_ ii, "01'.111.01 L r: 110 I 111;11;11 1 110
I
!
BORING PROFILE
LEGEND
[ETIFlNSAND
p~::=
.~=:C
f71 cs.,., - -
t11J ~ Roo -
[IJar
l1E ..... ra..r
~ cu.y
~ t.oM, lUY
~ _ SAllO .~
!rmMr-,aAT
G ... ... -
a~
D---~
m~
9--
Eaa SlIt' euv
mru.
~. FIN !i.IMI
~...~
I~il~
~""WID_
II::!.! Qty . ~
][ ~ r...
-c 100M ., -
.... ___ _ ChuWoo
T CM"
~ -........ ~
- ......,....
,rDlf. - T_ .... ~
...-
:~.z
01/15/03
--
I... tIIz ...,... a-h ~t
~
~
2I::i
~
: I
Wu
BtdaC f'rdeI
4f7~m.
IClT TlI srJU
n v . \J \I V 't/ _1 . 1_
.
10
III
...
III
18
ao
~Z2
2.
Q
4.ol
'"
-4a
50
~TL En&ineer.in& S~S, InC.
Ii. __ .. t.ll. .. 11):1 .... _ ~
(ltJ) ... IIl'5! ._...... Q:D)~--
0X1)1Mt-l,.,...,_ I (all!) ~..,-
~ e P , I b, L U U L I I : j I AM. I L t H I n e 8 r I n 5
Brlghtwater
;-- ,
i
I
I
I
I
I
L.
SPT-3
1 '
SPT -4
Lot 1 77
~ J I~ 181 IMgIllw.-ler Drlve
.... CJIGl'WClW. F10ridG
0I/1lJ/~
_ _ CIo*
1.... EDZ ltDgon...... ~onI
Drive
-I"
r--.. """'
.- .........
~
-
-,,-
I'V'v.,)V,",_' . '"
.
t
~
. ../.1
-' --
in
~ ~
SPT-2
Properly Line I
\1
i
I
I
1
I
Lot 181 J
----.---.-.
o SPT BORING
@ DOUBLE RING INF'ILTROMETER
""'"
A11~M.~
@BTLEngineeringServices,Inc.
!IIllI K. -..." .... ,.A .. ,.". r.p.. _ _ i
<-I') - . Cl2n -- I'
t'm)~1 (tUJ__
~
, . Sap.lb. ,UU:3 11:01AM .IL tn~lneerln5
I't V . \J \J V V I' I I
.
APPENDIX
~,o. "'~""."L "",,,,., "" - .
C&,J IBTL Engineering Sernces,
n_
Il V .;'; \/ \I '\I
Inc.
ffiillJ:::::::: .
I........
........
.
.
.
."";k":'
....,,,.. ,..",..
.:.;i:....:. AH..
t' ~5:i;;/ .:~
::::~~:::. !.jl:~1'
.
.
.
BOREHOw.EGEND
YELLOW, major component Is SAND
GREEN, major component is CLAY
ORANGE, major component ls SILT
BROWN, major component is ORGANIC MATERIAL (includes PEAT and MUCK)
LIGHT GRAY, major component is WEATHERED LIMESTONE
DARK GRAY, major component is HARD LlMESTONE
BLUE, major component is CONCRETE
RED, major component is FILL
S e ~ . : o. 2 0 0 3 11: 3 7 At. B I Len gin e e r I n g
@
l'1u.:,):')O'J r.!v
Borehole Log: SPT.1
Project No: 4975.03-2276
Project: 177 & 181 Brlghtwater Drive
AddrNS: Clearwater, Florida
Client; Rogers Beach Development
N - Value
BTL EnJineerin& Senicea, Inc.
P.O. Box 15718, Tampa, FL 336&4
5802 N. Occident St.,Tampa. FL 33814
Phone: (813) 8$4-0755
Fax: (813) 6~e-5377
~
a:l
2-2-2-3
2-2-24
3-2-2-2
'-1-1-1
1-1-'.2
Medlum Dense GraylBrown Fine
SAND win Shill
.15.0
e
&-11-17
B E Q
.r. .a Ci.
i5. E Description ~ ~
~ ~
en (fJ ~
Ground Surface 0.0
Very LOOlle Brown Fine SAND
WIth Shell
.2.0
2
Very L0068 Gray.'8rcwn Fin,
SAND wIh Shell
3
-6.0
4
Very Soft Gray SILT with Shell
5
.10,0
Vart Sc1'l Gray SILT wiIh Snell
(BAY BOTTOM)
.20.0
7
1-1-1
Soft Gray Sandy SILT (BAY
BOTTOM)
-25.0
s
1.'.2
25 50 75
I
. ..-. ,... .",.,,-
. . ,
...\
.. "28
. . .
,.' ,--.... ..... -.....
. - . , : - -" . ~ -. .
. ~. ~. . .. . ~ . . . ...:- . . ..
Remarks
GWT @ 5'
.<-.. .
Note:
N - Value C(!l.lal$ 8UIl1 of second and
third blow count locremeot.s
· N . E~. value obtained from Hand
. ..:....;.. ..:..... COne r;JenetrQme1er i1 <kWsq.cm)
Drill Method: Mud Rotary
Drill Rig: Diedrick D-25
Drill Rod: AW
Driller. A&S Geotechnical Drilling
Date: September 12, 2003
Location: See Serin Plan
Hole size: 3"
Datum: Ground Surface
Sheet 1 of 2
~ : r . i b. Z U U ~ I I : j I AM .1: I L t n 6 I II ~ ~ , I II 5
@
:;
Q.
Ql
a
(5
.0
~
BTL E~ ScrrWea, lnc.
P.O. Box 16718. Tampa, FL 33684
5802 N. Occident St..Tampa, FL 33614
Phone: (813) 884-0755
Fax: (813) 88&5377
Description
E
..a
~
t/'J
..!!
c..
~
(I)
Io4ocIerately Hard Weathered
UMESTONE
9
6-15-17
.32. 0
Hard LIMESTONE
-35.0
10
5010.
End d Borehole
"., . V \IV,.
Borehole Log: SPT-f
Project No:. 4975-03-2276
p~ 177 & 181 Brightwat9r Drive
Adt:lrN$: Clearwater, Florida
Ct;ent: Rogers Beach Oewlq)ment
N'~ Value
!
Cj
Rernarts
25 50 75
~L
i",j"\,, .
..' ... "". ..-:
. .
.....t...... . ":f>'t
,.. ';..' . ~. ... ~
.. ..1. .... _.:.
Note:
. N - Value .,quail SJnt d ~ and
thitd blow COl.Ill irKafJIeID
.. N - EqualS VBIue obblned from Hand
Cooe PerletJcmeaerin tJcWsq.mt)
Hole. size: 3-
Datum: Ground Surface
Sheet2of2
Drill Method: Mud Rotary
Drill Rig: Diedrick 0-25
Drill Rod: AW
Driller: A&S Geotechnical Drtlllng
Date;Sep~ber12.2003
Locatbn: See Boo Plan
;'8~.IQ. LiJUJ
~
..c.
a
~
B
e
>-
U)
o ;;,.:.,x.;-
0:.:.:.....::....
1 ;.;~;~H~
'W..~...
2 . t!':~'W:
~~.f~;
3 .~'!-~~
.~'-._......
~ :l-!~:!:--;
51:.r:.;~
1'I.J'!K
.... ......
cs :;!~~~
7iJ:;';1:-r.~
~~".!~~
,............
a ::;.:~~:
..~'!'~.-
9 :'H.:t~t
-~~~~
1 0 ..~ :-:~::~
.r-:~:.-:r:
.~:......:.':.:'~
11 ~.r;t~~
12 ~-!-~:-:
-:;.:~~~
II.JOIIIVI.:liL.
1..11 0 r II C1" I I 110
BTL En~ Senice., 10.0.
P.O. Box 15718, Tamps, FL 33684
5802 N. Oa:ident St..Tampa. FL 33814
Phone: (813) 8$4-0755
Fax: (813j 886-5377
Very Soft Gray sandJ SILT (BAY
BCm'0M)
21
23
Z4 looIe G~ Fine SANO
~
26 Grelln SanOy Clayey SilT
2:J (WutheAJd UMESTONE)
2$
29 IWd LM;STONE
30
End at Barehole
31
E
Description j
0
Graund Surfaca 0.0
looM BlOWn Fine SANt> with
SheI
2
-4.0
3
4
Vety Loose to Loose Liglrt Gray 5
Fine SAND wIItI Shan
Drin Method: MucI Ratary
DnU Rig: Diedrick 0-25
Dnll Rod: AW
2.2-3-4
3-4-+5
3-.2-2-2
2-2-'.1
1-1-2-2
-15.0 6 3-3-3
7
,.101
-23.5
.2M 8 2-3-4
-28.5
-30.0 9
27-50,;'3'
Borehole Log: SPT-2
Project. No: 4975-03-2276
ProJ<<;t: 177 & 181 Brightwat8r DriW
AcIcltwis: Cearwater, Florida
CIiMt: Rogers Beach Development
N - Value
~
cc
Remarks
25 50 15
....~.....,......:.... GWT'OS'
. . .
. .......................
, . ,
. .
6. " .............
. . .
..,............,....."..-
. ... ~ ... . ' .'. , . "...., ..
.. , . ;..., ~...
, , .
.-" ....,.,.............
: ,
. .
. . .. ~ -... :."..'",....,
. . .
....-...................
7- ...; ..,. --
Note:
N - Value equsIa aum of second and
thifd tkMr COlri j~
· N - Ec:pIIs valUe obtained frcm Hanel
,. CCx'\$ ~i1 (kWsq.cm)
Driller. A&S Geotechnical Drilling
Date: September 12, 2003
LccatiJn: See Borin Plan
Hole size: 3-
Oablm: Ground Surface
Sheet1of1
H~.IQ. LVU\)
II '\)OI"\IYI.DI~
~'IOIHljOIII1C
-----------~
@
BTL ~ Seni.~., ke.
P.O. Box 15718, Tampe, FL 33684
6802 N. Occident St.,Tempa, FL 33814
Phone: (813) 684-0755
F8lC; (813) ~5311
Borehole Log: SPT-3
Project No: 4975-03-2276
PTOJod: 177 & 181 Bl'ightwal:er Drive
Address: Clearwater, Florida
Client; Rogers Beach Development
f;
Q.
~
:s
E
:>.
(I.l
Description
E ~ N - Value
~ c..
E ~ 25 50 75
la
a;) CIJ co
0.0
2-2-2-3 .. ...
e
2 2-3-3-4 r.--
-4.0
5
3 3-2-3-3 t............ .. GWT 4) 5'
.s.0 . . .
..,...............,.....
. . .
-4 2.1.1.1
...,......
5 1-1.1-.2
-10.0
Remarks
o ..~~.~~
Ground Surface
:~+:.-::--:
;'i ,.:tl-iT
v........
Very Loose Brown fine SNiD
with SheD
2 :oIf~~~-!'
L.oose Light GI1I)' Fi'1e SANC
\lotlh Shell
Very Soft Gray SILT with Shell
Very lOOSft Ught Gray Fine
SAND wfth Shell
-15.0 e 1-2.2
. . ~. ~ ., . . . .' . .. ...'... ..
. . ,
. , .
. .. ~ . I '. . -. .......
VIr''1 Soft. Gray SILT with Shell
(BAY BOTTOM) 7 1-'-~
21
-23.5
24
8 2-2-3
25
..........
26 lOOB8 Gray Fine SAND
...........
Z7
.. '" ,..,....".-.. .
.....:'............ ,"'"
28
29
30
31
Modenrtely H..-d lIhESTONE
-29.0
-30.0 9
.:--42....
.
Note:
N - Value eqU8la sum of second and
1hird blow count incrementz
5-16-15
End of Borehole
." . ... -... .. N - Equ8lSl/81ue obtained from ~nd
.........., , ...:..... Cone Penetrometer in <kwsq.an)
Drill MethOd: Mud Rotary
Drill Rig: Diedrick 0-25
Drill Rod: AW
Driller: A&S Geotecnnical Drilling
Date:Sep~bor12.2003
Locatk>n: See Borin Plan
Hole size: 3"
Datum: Ground Surface
Sheet 1 of 1
~ e ~ . ! b. L U U j I I : i! ~ AM. ~ I L t n 5 I nee r I ns
@
i
c
17
18
1i
20
21
22
23
2A
2!
2e
27
2!
29
30
31
BTL ~ Service., InC.
P.O. Box 15718. Tampa, FL 336S4
5802 N. Oceident SI"TEltl'Ipa. FL 33614
Phone: (813) 884-0755
FiIlC (813) 88$-5377
:g
E
Q;
Description
Ground Surface
Ulose Brown Finl SAND with
SheI
VfIllJ Soft Gray SIL. T wl1h Shell
Very Soft Grwy Sandy SILT with
TIlIal at snen
-15.0 EI
Vary Soft Gr2y SILT \Mt!'I Shtll
-20.0 7
Very LOOM to LOCH Gray Fine
SANO will Shell
-25.0 8
M:lderately Hard Weatr.ered
lJtESTONE
-29.0
MocIIIrately Hard LiMeSTONE -30.0 9
End r:I Borehole
E
.a
~
tI)
0.0
4)
~
E
CIS
tJ)
~
as
I'V''';'';Vv r. ~\1
Borehole Log: SPT-4
Project. No: 4975{)~2276
Projod: 177 & 181 BrightwaterOrive
Address: Clearwater, Florida
cnent: Rogen; Beach Development
N - Value
2S 50 15
Remarks
.5.0
2-3-3-4
2 3-4-4-5
3 3-2-1-1
I
4 I WOR
5 I 1-1-2-2
I
I
6
t
B
r....
..," . ,>:"
-10.0
1-1.1
1-1-1
1-2-4
12-24-2&
GWi @ 5'
. . .
.. ., ..... . J... . . ~.. . ..
. . .
.... .............,.....
. . ,
................. -.0
. ".,1..... ~.. . . ..:. - . ..
..........,............
. , .
. . .
.."....\.....,........
\:::.:
\T,':' ~v...._...... __....
,..\ . .. .;.. - .. 1hird bklw court iaaemeIU
. II .
,i" It N . EqwH II8Iu& obt$ined fn:m Hm1C
.. . . " .. . :.. .. Cone Penetrometer i'l (kgIsq.cm)
Drill Method; Mud Rotary
DriH R'19: Diedrick 0-25
Drill Rod: A W
Driller: A&S Geotechnical Driling
Date: September 12,2003
Location: See Bon Plan
HcI8 aim: 3"
DabJm: GI'OWld Surface
Sheet 1 of 1
J tH' . IL"
.: v II V i I
. V~/"'ilI. V'L
,LitO lIt v~ 11110
I1V'VI,J'J\J
IMPORTANT fNFORMAN
. ABOUT YOUR
GEOTECHNICAL ENGINEERING REPORT
A GEOtECHNICAl EI-lGlNE9<lNG RE:PORT lS BASED ON A UWQUE sET of PROJECT -SpECIAC ~ACTOF.S
A geo1echnic21 engineerfng report is based on a subsurtace plan designed to inC;;DfpOr.lte 3 unk{ue set of projel;t-specific .
-radors, These typically include: the general nature of :r.e slructure involved, its ztze and its orientation; pf",ysiGal
concomitants such as aCcess roads, panting lob. and underg,ound 1"Itiliti ~ 3.nd the 1l?V~1 of aocfitlon;,1 risk whiph \he diem
<3ssumed by Virtue of Iimitdtions imposed upon, the exPorz1ol)' program. To help avoid ccstJy pro!jern~. consult the
geotechn~c~l engineer to delermiiie how any facto~ whict: cl>ange subseQl.lenllo (he date of thiS report may ;affect his
r~comme ndations, .
Unless yov r con~lIjl'lQ geotec;!1nical engil"leer indicates ctt",,:rv..ise. your geotedmicaJ ..~pon should not be uzed:
, .
\Nhen the n;ture of the proposed structure is changed, for ~mple, if 30 office bul!d1f1g \'\Iln be c~ded it1sle..~ of
21 perking g~ge. or if a refrigerated ~rehouse \Hili be"bunt inslsad of an unrefrigtor:c.led one; .
Wher1 the size or c:ml'igur3tion of !.he proposed strudtJ1"l! is 31tered; . '.
When the loc:;;tion or orlenteitfc(l of the proposed ~ture is modified:
W hen there is a c~ilnge of Q'J.'nefs/;ip. or'
For :application to adiac~nt ::;;le.
A geot~cllnh::er engineer I;i3nnot accept f"6!SponsibiJity :'or pJWierns. wnidl mQY de:veJop if he is n 01 con~/led affer f'dctors
consldered in his report l; development hav~ <:Manged.
MOST GEOTECHNICAl. "fttiDlNGS' ARE PROFESS1OWJ... ESTIMATES
Sne exploration identifies actualsubsuriace conadions 0:-)1)' ~ttt.ose points where samples are taken, v.hen they are taken..
. Data deriVed 1hrough sampEIig and .subsequent laboratory testing are extrapolated by ttlegeo1eChnic:ai engined"'M1:J then
rende!:S ~n opinion abOut ov~1I ~ubsurface COMmons, frea- lilcely reaction to propoi>e:d co:1stnJetion :activity, and
apDr"Opliate foundation design.. Even under optimal c::i~mstan"es <lclu~ Conditions may differ from. thr.Ge opined to emt.
~=use n 0 g~otechni:::al engineer. no matter how qualif;~, and no subsucf"ce e:xplorati:n proQram, lio malter h9W
com pteh ensive, C3l1 reve4J wh::lt is hIdden by earth, rod< ani time.... For example. the 3ctU21 ir.1erface between ma.terlais
may be lCl r more .QradU<l1 Of abrupt than the report indicates. and actual condition::> in are~ root sampled mClydiffer {(om
pceclictionS. Nothing can be done tQ prevent the un~ticipEie1. but. steps ~n b.e !akEn to help minimize U1eirimpacL For
this reas.on., most ~p~rfenced owners retain their geotedmical consuftant through the coostr-.Jction ~lare, to identify
variance. conduct a.d~Qnal.tests which may be needed, ~nd 10 recommend solutions to problems eJ'lcounterid on site.
. .
SUBSURfACe CONomot-lS CAN CUAN~E
Su~surf:;::c.e cond!oons mai' be modified by C:OnSl~:IOt1y-char.glng natural fOf\;es. 8~use agectechnaengineemg.report
Is based on conditions which exist "tlhe time or subsurface. !Xplo~l:ion. cons.!ludion ae.r;isi~s should not be b~sed on .
98ot$d1nrc:;:;/ engineering report whose adequacy r;jay have been 1Ji'fec:led by lim~. S~k with the geotechnical
~n:s.vtt:;,nt to leam if additionallesls 3fe adv~~ble before construction staris.
CO:\$t.n.Jctian operations at or ~djacenl to the 5ite and n;,turai events such as flooos, earthquakes or groUMwate(
fluctu;!tions may also affet;( $ubsurf~ce cond.itions and. lhl.!S tl--.e continuing adequacy of a geoteChnical repcrt The
geo1echnical e.ngilleer shOUld b~ kept appraised of any S\;I"..h events, and should be consulted to delermine. if additiol'1al
te!rts ~re necessary... . '
Po GEOTeCHNICAL ENGINEERING RE?ORflS SUflJ'ECTTO M1SlNfffiPRETATION
Costly problems can occur when other design professionals dev~lop their plans based cn rnisinle(p(2t;otion Of ;1. .
geotach nleal engineering reporL To help avoid 1hese prcOlems, U,e geo\echnic~ engineer should be ret-ained to
work. with other appropriate desigr'\ professionals to e:x:p!d~ relevant geo(echnicoJ findings ,,;;d 10 re-Ji;;w U1elr
.ddequ;ac,,/- .
oJ ~ ~ ' I U'
LVU\.i
II.vvnm.LiIL.
1..11 1:1 I II Q Q I I II Q
UM[TATIO~.
~ This investig<?-tlon and analysis covers Only the soH zones and deposits
associated with tf'1:e subsurface investiaation. It [s not intended to include deep
. soil J?r rock strata INhere cavities or ca'~6ms may exist Furthermore, this study
. does not deal with or accept responsibility of the pos$lbmty of sinkhole
development Deep structural borings, geophysica.l investigation,. ar.resisUvity
surveys must be conducted in order to evaluate the structural conditions and.
stabllity of ~oil and rock formations and is beyond the. scope oftl1is inVBStigation.
. ' .
... The prelimin~ry findings in this report are based qn analysis of the soils from
each Cif the indicated borings y.~th an interpolation of soli cond~tjons and
assomption of reasonable variation in the soil uniformity and properties between
bOringloeations; .
... Should any condifion. at variance with our report or different than thoseshO\\In by
. borings be. encounle.r-ed dl.Wing future explorations, w.e should be riotmed
fmmediC;ltefy so that supplemental data can be provided at minimal cosfto our'.
client
- It is the responsibility of.the client to see that these findings are brought to ,tr,a
attention of those.concerned..
REPRODUCTIONS
. The re'production ofthis report, or an; part" hereof, in plans or other engineering
. documents supplied to persons other than the client, should bear the language
Indicating that the information contained therein is for,general information only
and r1C!f for reconstruction or bidding purpos~s and that the client fu!d BTL
Engineerin.g ~rvices, Inc., are not liable to such 9ther person for and
representation made L'1erein. . . .
.
.
http://gsdb .freac.fsu.edu:8080/imf/MHW /imfLABINSMainMap.j sp?cmd=refresh&w=432...
9/19/2003
.
Identify Results
Tide Interpolation Points -- (Active Layer)
MHW Data Point ID
Study Method
County
Quad Name
Datum
Mean High Water
Mean Low Water
Mean High Level
Mean Water Level
Seasonal High Water
Download Approval Form
Coordinate Position
Albers: 515216,441541
Geographic: 82049' 35" W
270 58' 29" N
UTM: 320364,3095750
(zone 17)
Epoch
1960-1978
696
Pinellas
CLEARWATER
NGVD29
1.28 ft
0.390 mt
-0.69 ft
-0.210 mt
.
Epoch
1983-2001
http://gsdb.freac.fsu.edu:8080/imf/MHW/imfldentify Interpolationj sp?x 1 =515216. 712994... 9/19/2003