FLD2006-04029
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DATE RECEIVED
RECEIVED BY (staff Initials)
ATLAS PAGE # a era A
ZONING DISTRICT
LAND USE CLASSIFICATION
SURROUNDING USES OF ADJACENT
PROPERTIES
NORTH
SOUTH
WEST
EAST
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Planning Department
100 South Myrtle Avenue
Clearwater, Flonda 33756
Telephone 727-562-4567
Fax 727-562-4865
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~ Clearwater
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[J SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
[J SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION Including
1} collated, 2) stapled and 3) folded sets of SIIe plans
o SUBMIT APPLICATION FEE $ l..-4. '\ 6'
* NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS)
FLEXIBLE STANDARD DEVELOPMENT APPLICATION
(ReVlsed 12/3012004)
-PLEASE TYPE OR PRINT-
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202 A)
APPLICANT NAME F 11\ t \... H I) U 1" A.ll ) J N <-
MAILING ADDRESS "'l. "'" 0 , 0 V' -e l.V St. C LeA Y'cv,q.. -t .( ".- \= L '3 J"') (, ,;-
PHONE NUMBER '"'I "l. ""\ - 'I '1. t, ~ ~ 6 15 'S
FAX NUMBER ") ""2."'" - ") ~ ..., - I 4 '"I '\
, .
PROPERTYOWNER(S} tA- \1' ~ \4ovs J V ~ ! /OJ t.
(Must Include ALL owners <IS Itsted on he deed - provide onglnal slgnature(s) on page 6)
AGENT NAME _C.f 0 Y" ~ -< S'r l...t.' \ 1,~. ~ -( V-
MAILING ADDRESS "2. '10 \ ~ V N i-t. t fo l.y t R c:l...
PHONE NUMBER 'I '"l. ...... - ~ ~ l. ~ "I ~ ~ S' FAX NUMBER
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CELL NUMBER
E-MAIL ADDRESS
B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4~202.A)
FelZJJWOOD Ave.. C \ eal waJ€ (
ee: *wood wt'ra.o. :t
LEGAL DESCRIPTION
STREET ADDRESS of subject site
Lo
PARCEL NUMBER
PARCEL SIZE
~q 'Z '30 ~f
(acres, square feel}
( D~ 61 acfeS)
ORIGINAL
Q~.-~I\'ED
PROPOSED USE(S) AND SIZE(S} \ 1. A'f 1\....,. n -l tV T j
(number of dwelling Units, hotel rooms or square footage of nonresidential use)
MAR ? i1 7nn~
PLANNING DEPARTMENT
CI1Y OF CLE.A_OWb.TJ:D
DESCRIPTION OF REQUEST(S) it \1" .I-
AlIach sneets and be specific when 'denlifylOglhe request (mclude all requested code deVIations reducbon 10 requ,red number of parking spaces specific use, elc )
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Page 1 of 6 - FleXIble Standard Development Application 2005- City of Clearwaler
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DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES ~ NO _ (If yes, attach a copy of the applicable
documents)
C PROOF OF OWNERSHIP (Code Section 4-202 A.5)
Ii( SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see
page 6)
D WRITTEN SUBMITTAL REQUIREMENTS (Code SectIon 3~913.A)
i:J PrOVide complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA - Explain ~ each cntena IS achieved, In detail
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The proposed development of the land WIll be In harmony WIth the scale, bulk, coverage, density and character ofadJ8cent properties In which It
IS located 1 0 \ I ~ L' \ J \' '1
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The proposed development will not hJf1der or discourage the appropnate development and use of adjacent land and buildings or Significantly
Impair the value thereof ^ t" ',-T t ~ I t I'u 0 ,....
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3 The proposed development WIll not adversely affect the health or safety or persons reSIding or working In the neIghborhood of the proposed
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A.F t -l ~ l' k f \.. A \ 1" \'" b ~ t tV of I "100 V' r .
4 The proposed development Is deSIgned to minimize traffic congestion
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5 The proposed development IS consistent With the community character of the Immediate VICInity of the parcel proposed for development
1: \: A IlJ ~ l' ~ ; ..., ~) "'t ~ -e. ~ -t V t.l 0 f ,., t IV t \oJ; \ \ n -t A .r -t( t V f'
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6 The deSIgn of the proposed development minimIZeS adverse effects, including Visual, acoustic and olfactory and hours of operatIOn Impacts,
on adjacent properties J' I C -4. ' t I
i~~ Olf I ~IU u. S.t\ 'oA(.~I""D~ '\It !l'<<'-ot-e.') \1)\ .....
'joot\. \...A""d.1C.A'f"t.....~ w\;..~l'~\... wiU ~W~A-A.Je.~ ,~( A.v-t.A. v:tk
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lOt ~ " \...t. ~ Y' -e "
o PrOVide complete responses to the applicable fleXIbility cntena for the speCific land use as listed In each Zoning Dlstnct to which the waiver IS
requested (use separate sheets as necessary) - Explain how each cntena IS achIeved, In detail
............. ------
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ORIGINAL
RECi:lv'Eu
MAR 24 2006
_ 0 -~A "'TO or"....
1"1./"\1'11'111'11\:1 I.JL ''''' ,~
CITY OF CLEARWATER
Page 2 of 6 - FleXible Standard Development Application 2005- City of ClealWater
E STORMWATER PLAN SUBMITTAL REQUIREMENTS (City of Clearwater Storm Dramage Design Cntena
Manual and 4p202 A 21)
A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS All applications that Involv
addition or modification of ImperviOUS surface, including bUildings, must Include a storm water plan that demonstrates compliance WI!
the City of Clearwater Storm Drainage DeSign Cntena manual A reduction In Impervious surface area does not qualify as an exemptlO
to thiS reqwement
If a plan IS not reqUired, the narrative shall provide an explanation as to why the site IS exempt
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At a mlOlmum, the STORMWATER PLAN shall mclude the follOWing
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, loe of slope and outlet control structure,
A narratIVe deSCribing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance WIth the
City manual
Signature and seal of Flonda Registered ProfeSSional Engineer on all plans and calculabons
~
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
1:1
Acknowledgement of stormwaler plan requirements (Applicant must Inltla! one of the follOWIng)
~ 0. Stormwater plan as noted above IS Included
Stormwater plan IS not reqUired and explanation narrative IS attached At a minimUm, a gradrng plan and finished floor elevations shall
be proVIded
CAUTION -IF APPLICATION REVIEW RESULTS IN THE REQUIREM ENT FOR A STORMWATER PLAN AND
NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY
OCCUR
If you have QuestIons regardmg these requirements. contact the City PubliC Works Administration Englneenng Department at (727) 5624750
F, SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202 A)
1:1 SIGNED AND SEALED SURVEY (including legal desC11pllon of property) - One original and 14 caples,
1:1 TREE SURVEY (Including eXIsting trees on site and Wlthm 25' of the adJacenl Site, by species, size (DBH 4" or greater), and locatIon,
Including dnp lines and Indicating trees to be removed) - please deSign around the eXlstmg trees,
ll;V" LOCATION MAP OF THE PROPERTY,
[:] PAR MAND STUDY In conjunction WIth a request to make deVIations to the parking standards (Ie Reduce number of spaces) Pnor to
t ubmlttal of thiS apphcatfon, the methodology of such study shall be approved by the Commumty Development Coordinator and shall be In
accordance WIth accepted traffic englneenng pnnclples The findings of the study WIll be used In determining whether or not deVIations to the
parkmg standards are approved,
V" GRADING PLAN, as applrcable,
1[:]
,
PRELIMINARY PLAT, as reqUired (Note BUilding permits WIll not be ISSUed until eVIdence of recording a final plat IS prOVided),
Q COpy OF RECORDED PLAT, as applrcable,
G
SITE PLAN SUBMITTAL REQUIREMENTS (Section 4-202.A)
ORIGINAl
RECEIVED
1:1 SITE PLAN WIth the follOWIng Information (not to exceed 24" x 36")
X All dimenSions,
~ North arrow,
1 Engrneenng bar scale (minimum scale one rnch equals 50 feet), and dale prepared,
~ Location map,
_ Index sheet referenCing IndiVidual sheets Included In package,
~ Footpnnt and size of all EXISTING bUildings and structures,
-V Footpnnt and size of all PROPOSED bUildings and structures,
-k'" All reqUired setbacks,
-V All eXistmg and proposed pornts of access,
~ All required slghl tnangles,
k Identification of environmentally unrque areas, such as watercourses, wetlands, tree masses, and specimen
trees, mcludlng descnptlon and location of understory ground cover vegetation and Wlldlrfe habitats, etc,
MAR 2 4 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
Page 3 of 6 - FleXible Standard Development Applrcatlon 2005- City of Clearwater
o SITE DATA TABLE for eXisting, required, and proposed development, In wnttenltabular form
~ Land area In square feet and acres
~ Number of EXISTING dwelhng Units,
~ Number of PROPOSED dwelling Units,
k' Gross floor area devoted to each use,
~ Parking spaces total number, presented In tabular form WIth the number of required spaces,
_/ Total paved area Including all paved parking spaces and dnveways, expressed In square feet and percentage of the paved vehicular area,
-.k:' Size and species of all landscape matenal,
OffiClat records book and page numbers of all eXIsting utility easement,
BUilding and structure heights,
Impermeable surface ratio (I S R ), and
Floor area ratiO (F A R ) for all nonresidentIal uses
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Location of all public and pnvate e,,_ _, nents,
Location of all street nghts-of-way WIthin and adjacent to the Site,
Location of eXisting pubJlc and pnvale utilities, Including fire hydrants storm and sanitary sewer lines, manholes and lift stations, gas
and water lines ...
All parking spaces, dnveways, loading areas and vehicular use areas,
Depiction by shading or crosshatching of all required parking Jot interior landscaped areas
Locallon of all solid waste containers, recycling or trash handling areas and outSide mechanical eqUipment and all reqUired screening {per
Section 3-201 (D){I) and Index #701},
Location of all landscape matenal,
location of all onslte and off site slorm-water management faCIlities,
Location of all outdoor lighting fixtures, and
Location of all eXisting and proposed Sidewalks
ORIGINAL
RECEIVED
Iij/" REDUCE 0 SITE PLAN to scale (8 y" X 11) and color rendenng If posslbJe.
MAR 2 4 2006
o
FOR DEVELOPMENTS OVER ONE RE, proVIde the follOWing additional Information on site plan
One-foot contours or spot elev ons on Site,
Off site elevations If required evaluate the proposed stormwater management for the parcel,
All open space areas,
location of all earth or ter retaining walls and earth berms,
Lot Jines and bUilding es (dimenSioned),
Streets and dnves menslOned),
BUilding and stru ral setbacks (dimensioned),
structuralove ngs,
Tree Invento ,prepared by a "certified arbonsr, of all trees 8" OBH or greater, reflecting Size, canopy (dnp lines) and condition of such trees
PLANNING Dl:PARTMENT
CI1Y OF CLEARWATER
H
LANDSCAPING PLAN SUBMITTAL REQUIREMENTS. (Section 4-1102.A)
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LANDSCAPE PLAN
All eXIsting and proposed structures,
Names of abutting streets,
Drainage and retenllon areas Includmg swales, Side slopes and bottom elevatJOns.
Delmeatlon and dimenSions of all required penmeter landscape buffers,
Sight VISibility tnangJes,
Dellneabon and dimenSions of all parking areas Including landscaping Islands and curbmg,
Proposed and reqUired parkmg spaces,
EXIsting trees on-site and Immediately adjacent to the Site, by speCies, size and locallons, Including drlpllnes (as Indicated on
required tree survey),
Plant schedule With a key (symbol or label) Indlcatmg the Size, descnptlon, speoficatJons and quantlbes of all eXlsbng and proposed
landscape matenals, including botanical and common names,
Location, Size, and quantities of all eXIsting and proposed landscape matenals, indicated by a key relating to the plant scl1edule,
TYPical planting details for trees, palms, shrubs and ground cover plants Including instructions, SOil mixes, backfilling, mulching and
protective measures,
Intenor landscaping areas hatched and/or shaded and labeled and Intenor 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)
Imgatlon notes
-eJ~ (reqUired for level two and three approval),
REDUCED LANDSCAPE PLAN to scale (8 % X 11) (color rendenng If poSSible),
o COMPREHENSIVE LANDSCAPE PROGRAM appllcallon, as applicable Landscape aSSOCiated With the ComprehenSIVe
Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code WIll not be met
Page 4 of 6 - FleXible Standard Development Application 2005- City of Clearwater
~ I BUILDING ELEVATION PLAN ~u8MITTAL REQUIREMENTS (Section 4-202 A.23)
^ 1 ReqUired In the event the application Includes a development where deSign standards are In Issue (e g Tounsl and Downtown OlSlncls) or as part
of a Comprehensive Infill Redevelopment ProJecl or a Resldenliallnfill Project
~BUllDING ELEVATION DRAWINGS - all sides of all bUildings Including height dimenSions, colors and malenals,
o
RE DUCED B UllDI NG ELEVATIONS - four sides of bUilding WIth colors and matenals to scale (8 Yo X 11) (black and while and color rendenng, If
poSSible) as reqUired
J
SIGNAGE (DIVISiOn 19 SIGNS I Section 3-1806)
o
Aik.fXISTING ~lng and attached Signs, ProVide photographs and dimenSions (area, height, elc), indicate whether they WIll be removed or
to rem~~1n /
All PR9P'o~ ~=estandlng and attached signs, ProVide details including location, size height, colors, matenals and draWIng, freestanding signs
shall Include th~eet address (numerals)
~rehenslve Sign Program application, as applicable (separate application and fee reqUired) ORIGINAl
RECEIVED
o
o
o
Reduced slgnage proposal (8 Yo X 11) (color), If submlttmg Comprehensive Sign Program apphcabon
MAR 24 2006
K. TRAFFIC IMPACT STUDY (Section 4-202 A.13 and 4.801.C)
o
Include If required by the Traffic Operations Manager or hlslher deSignee Of If the proposed development
· Will degrade the acceptable level of seMce for any roadway as adopted In the ComprehenSive PJan
· Will generale 100 Of more new vehicle directIonal tnps per hour and/or 1000 or more new vehicle tnps per day
· Will affect a nearby roadway segment and/or Intersection WIth five (5) reportable aCCIdents WIthin the pnor twelve (12) month penod or that IS
on the City'S annual list of most hazardous intersections
PLANNING DEPARTMENT
CliY OF CLEARWATER
Tnp generation shall be based on the most recent editIon of the Institute of Transportal1on Engineer's (ITE) Tnp General Manual
The Traffic Impact Study must be prepared In accordance WIth a .Scopmg Meeting" held WIth the Traffic OperatJOns Manager and the Planmng
Department's Development ReVIew Manager or their deSignee (727-562-4750)
Refer to SectJOn 4-801 C of the Community Development Code for exceptIOns to thiS requirement
D Acknowledgement of traffic Impact study requirements (Apphcant must Inlllal one of the follOWing)
Traffic Impact Study IS Included The study must rnclude a summary table of pre- and post-development levels of sef'VIOO for all roadway
legs and each turning movement at all intersections Identified In the Scoplng Meeting
~ Traffic Impact Study IS not required
CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND
NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY
OCCUR
If you have questions regarding these reqUirements, contact the City PubliC Works Admrnlslratlon Englneenng Department at (727) 562-4750
L SIGNATURE
J, the undersigned, acknowledge that all representations made rn thiS
application are true and accurate to the best of my knowledge and
authOrize City representatives to VISit and photograph the property
deSCribe IIJ thiS apph tlon
STATE OF FLORIDA, COUNTY OF PINELLAS
Swom to and subscnbed before ,.me thiS ).2. day of
, A D 20~ 10 me and/or by
-'" ~ who IS personally known has
as
"~';:\",';;'" 8ERNAOfTTE G BARRETT
l/h., "':~ MY COMMISSION It DO 284556
"i"..~ .,q~~ EXPIRES (V1dTCll 9 2008
..':,'~rlli~~~~.... BOPiatu Ti"l'\l Notal) Publrc UnaeIwnters
Page 5 of 6 - FleXible Standard Development Application 2005- C1t
/'
AFFIDAVIT TO AUTHORIZE AGENT
,c'-f'1V1'
That (I am/we are) the owner(s) and record title holder(s) of the folloWing descnbed property (address or general location)
\ l..& Fk\l'lVloJood A"v'(
2 That thiS property constitutes the property for whIch a request for a (descnbe request)
l '2- Pt 9 PrY''''' l-1 () "'.,
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3
That the undersigned (has/have) appointed and (does/do) appoint
n t 1"\...(' ~o /lr""cl
C-{)V-~i.
~('k;\tJ~..\-t- Prt>1Idll..,t
J
as (his/their) agent(s) to execute any petitions or other dOCtlments necessary to affect such petition
4 That thiS affidaVit has been executed to induce the City of Clearwater, Flonda to consider and act on the above descnbed property,
5 That site VISitS to the property are necessary by CIty representatives In order to process thiS application and the owner authonzes City
representatives to VISlt and photograph the property descnbed In thiS applicatIOn,
6 That (Ifwe), the undersigned authonty, hereby certify that the foregOing IS true and correct
Property Owner
Property Owner
STATE OF FLORIDA,
COUNTY OF PINELLAS
~
~!9r\e,.rn~ the un~1 n ,an officer duly commlsslo by the laws 0
~UJ, personally appeared
Deposes and says that he she fully understands the contents 0 t
My Commission Expires
Jf;;t,. Umlsey~!D
. ~j My Commission 0D385II4
~.,. ~'i Expile$ October 24 2008
ORIGINAL
RECEIVED
S \Planning DepartmenMppllcallon Forms\tlevelopment reVleWJIexlble standard development application 2005 doc
MAR 2 Ll 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
Page 6 of 6 - FleXIble Standard Development Application 2005- City of Clearwater
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C1C- rli1~ - Planning Department L? y. D:l- CJ
o ea a er 100 South Myrtle Avenue ~,
~ Clearwater, Flonda 33756
U ~ Telephone 727-562-4567
~ Fax 727-562-4865
o SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
o SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION Includrng
1) collated. 2) stapled and 3) folded sets of site plans
o SUBMIT APPUCA TION FEE $ U. '\ 6
o
CASE -
DATE RECEIVED
RECEIVED BY (staff mltlals)
ATLAS PAGE # a'ID A
ZONING DISTRICT
LAND USE CLASSIFICATION
SURROUNDING USES OF ADJACENT
PROPERTIES
NORTH
SOUTH
WEST
EAST
* NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS)
FLEXIBLE
~
't
,
EVELOPMENT APPLICATION
sed 12/30/2004)
-PLEASE TYPE OR PRINT ~
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A)
APPLICANT NAME F n ~ * \... H 0 V}" "'.1. J .1 N c..
MAILING ADDRESS "'2. ~ () \ 0 V'~ "V St. C Le A\^I4J.... "'}.( v- ~ L "31") (, b
PHONE NUMBER ~ '1.. ""\ - I ~ l... .. "") liS l!S "S
FAXNUMBER ~""1.1 -"'\ ~ 'I - Il..t '1"\
. .
PROPE RTY OWNER(S) f A- \ i '" \-\ 0 v.t J V ~ 1" tV to
(Must Include ALL ownern as listed on e deed - provide onglnat sIQrlature(s) on page 6)
AGENT NAME _C,of" V" ) -< ~(' l.t. \ ;- I ~.~ --t V-
MArLING ADDRESS '2.'10 \ ~ v tV t-t,. t fo I""" t R. d..
PHONE NUMBER ~ 1.. '1- ~ '\ l. . '"') 'i' IS ~ FAX NUMBER
CEll NUMBER
E-MAil ADDRESS
CJ...., ~ V' wit- t.e V"' P L
,
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LEGAL DESCRIPTION
B PROPOSED DEVELOPMENT INFORMATION: (Code Section 4~202.A)
FetllJ'Nool) AVe. C \ealwaJ€(
~ Wood Tel'ra.CL t
STREET ADDRESS of subject site
PARCEL NUMBER
PARCEL SIZE
~q 1, 3'0 Sf
(acres, square feet)
( () ~ 61 o.CfIS)
ORIGIr--iP-1
Dr:,-nvl 1',
PROPOSED USE(S) AND SIZE(S) \ 'l.. A f 1\ r l t'\ -f."; T j
(number of dwelling units, hotel rooms or square footage of nonres!dentJal use)
MAR ? I~ ~Inflb
h.ANNII\lr.;. 1)[~/.\.i<nVil !\J(
Cli)' Cf. (;:li \I>IVI)II--{)
DESCRIPTION OF REQUEST(S) I) \1 J.
Attach sheets a nd be specIfic when Identlli'm 9 the request (I ncl ud e all req u ested code deVIation s. reduction III req u Ired number of pa rkln 9 spaces specl fie use. ete )
Page 1 of 6 - FleXible Standard Development Application 2005- City of Clearwater
{ :: \ f-, ' :'
DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFI E D) SITE PLAN? YES X- NO _ (If yes, attach a copy of the applicable
documents)
C, PROOF OF OWNERSHIP (Code Section 4-202 A.5)
11( SUBMIT A COpy OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see
page 6)
D WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A)
o ProVIde complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA - ExplaIn how each cntena IS achieved, In detail
1 The proposed development of the tan'lj will be In harmony W'Ith the scale, bulk, coverage, denSIty and character of adjacent propertles In whIch It
IS located 1 . l - ~ -L. L' \ J . r . 'l
"' \oJ\ \ b~ A "\ole .t \-Or~ DV\ 0. IW,} 0 ~ ~ Jnt 1\.....
S\'l..Q ~ h.e~\~t if) o1:~-l",""" ~'f,..~JI"\.e1J1 bu; \a"~.11 till.>
; "to ~ ~ "'" of ~ t V',( of.-t
2 The proposed development will not hinder or discourage the appropnate development and use of adjacent land and bulldmgs or SigOlficanUy
Impair the value thereof A~ -I l' l j R t '" "" -t. t ~ 1'-\.of IV At tv"" of: ~ 1 .\ ""Z. .(> 0 t
o i' \...c. "" 'ou.\ \ cl ~ IoJ ~ t (}".J -; \....~ 't ~ -'t\^-c.."'L t <\-. A.J it t de (l \ ~ tV , l'
a.v~\t-f AttV'R.f.tU"t". ." ShG\.Il~ u.)c......cl\.li" 1~o( lIAlv-t tiP tt.., AV''tA.
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3 The proposed development W'I11 not adversely affect the health or safety or persons resldlllg or working In the neighborhood of the proposed
use :' ....: \ \ _~.1 : d~ AAlllL~.f. ~~ "" T . ~~~ t- ....... I cl JI.<l v.,..I.,
A..F 'f.t ~ 'i" J... f 1_A l:th ~ ~ 1b ~_ d tJ~ 1 ~ bD V'~ .
~
4 The proposed development IS deSigned to minimize traffic congestion
A~ 'r'\ \...At oU. ~t.,....e-t.t f~'V>k"..,~ '* ~ t -\ "\ \~ lt~L'1 \\.J'(lv.(
A~~..... \ ""''' IV \1) '\ t '"'" ~ \ \ IIJ I) t Ad 4-=-1. ,. V- A f: ~ 1'- r, tI N ~.t l t,. ~ c)
5 The proposed development IS consistent wlIt1 the commuOlty character of the Immediate \'Ianity of the parcel proposed for development
1 \: A ., ~ ;-" ; ..., ~ '\ "'\" \......e ~ ~ \I ~ l. f ,., f IlJ t ~; U '0 t " e -tf f V ~
~ r 0 "" 1 ~ ~ B 1" \." -to "" f:\ ~ I\- V' ,. M -e IV;- -L' ,,, 't \-t A V" tAl.
6 The deSign of the proposed development mlOlmlzes adverse effects, Includmg VIsual, acoustlc and olfactory and hours of operaboh Impacts,
on adjacent propertles d' I C 1 't . t I
., "'"": to (' I ~ ~ bAt. L-I \(\, ~ 1 "'... of.. ) ~ \ '"
\... AN d.. t V t
\;d, bL. 'k
~ i: \....t.
o Provide complete responses to the applicable fleXIbIlity cntena for the speCIfic land use as listed In each ZOning Olstnct to whIch the waiver IS
requested (use separate sheets as necessary) - Explam how each cntena JS achieved, In delad
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(,It 'I (JI ell rg,i,I\!l :1
Page 2 of 6 - FleXible Standard Development Application 2005- City of Clearwater
E STORMWATER PLAN SUBMITTAL REQUIREMENTS (City of Clearwater Storm Drainage Design Criteria
Manual and 4~202 A 21)
A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All appllcallons that mvolv
addition or modification of ImpelVlOUS surface, including bUlldmgs must Include a stormwater plan that demonstrates compliance With
the City of Clearwater Storm Dramage Design Cntena manual A reduction In ImperviOUS surface area does not qualify as an exemption
to thiS reqUirement
If a plan IS not reqUired, the nalTatlve shaN proVIde an explanation as to why the site IS exempt
a/
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~
At a minimUm, the STORMWATER PLAN shall Include the follOWIng
EXISting topography extending 50 feet beyond all property lines,
Proposed grading Including finished floor elevatJons of all structures,
All adJacent streets and mUnicipal stann systems,
Proposed stonnwater detention/retentIon area including top of bank, toe of slope and outlet oontrol structure,
A narrallve descnbmg the proposed stormwater control plan Including all calculatiOns and data necessary to demonstrate complrance WIth the
CIty manual
Signature and seal of Flonda Registered ProfesSional Engineer on all plans and calculabons
~
COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL
(SWFWMD approval IS reqUired pnor to Issuance of City BUilding PermIt), If applicable
Acknowledgement of stormwater plan reqUIrements (Applicant must Inlbal one of the following)
(f- r. Stormwater plan as noted above IS mcluded
a
Stonnwater plan IS not reqUired and explanation narrabve Is attached At a minimum, a grading plan and finished floor elevatIons Shall
be provided
CAUTION -IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND
NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY
OCCUR.
If you have questions regarding these reqUirements, contaclthe City Publ1c Works AdministratIon Englneenng Department at (727) 562-4750
F . SUPPLEMENTAl SUBMITTAL REQUIREMENTS: (Code Section 4-20204)
a SIGNED AND SEALE D SURVEY (Including legal description of property) - One original and 14 copies,
a TREE SURVEY (Including ElXIsbng trees on site and Within 25' of the adjacent Site, by Species, size (DBH 4- or greater), and locatlon,
meludlng dnp hnes and indicating trees to be removed) - please deSign around the ex/sUng trees,
g../ LOCATION MAP OF THE PROPERTY,
a PAR MAND STUDY In conJunchon with a request to make deviations to the parking standards (Ie Reduce number of spaces) Pnor to
t ubmlltal of this applIcation, the methodology of such study shall be approved by the Community Development Coordinator and shall be In
coordance With accepted traffic englneenng pnnclples The findings of the study will be used m determining whether or not deVlatlons 10 the
parkmg standards are approved,
V GRADING PLAN, as applicable,
....(
a PRE LIMlNARY PLAT, as reqUired (Note BUilding perrmls will not be ISSUed until eVIdence of recordmg a final plat Is provided),
.
a copy OF RECORDED PLAT, as applicable,
G. SITE PLAN SUBMITTAL REQUIREMENTS' (Section 4-202.A)
o SITE PLAN with the follOWing information (not to exceed 24" x 36")
X All dimenSions,
-k'" North aITOW;
----'!:: Englneenng bar scale (minimum scale one Inch equals 50 feet), and date prepared,
~ Location map,
_ Index sheet referenCing IndiVidual sheets Included In package,
llR. Foolpnnt and size of all EXISTING bUlldmgs and structures,
--l.L'"' Footpnnt and size of all PROPOSED bUildings and structures,
-V All requIred setbacks,
-V All eXlstmg and proposed pomts of access,
~ Alf reqUired Sight tnangles,
~ Identlficabon of environmentally unique areas, such as watercourses, wetlands, tree masses, and speelmen
trees, including deSCription and location of understory, ground cover vegetation and WJldhfe habitats, etc,
OR1GINpJ
RECEIVEr)
MAR 2 4 2006
PL.\NNING ,)FF',D.,;:lM"'jl
CI' Y C lr CI filJ~,'t/,,) II'
Page 3 of 6 - FleXible Standard Development Application 2005- CIty of Clearwater
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Location of all public and pnvate '-_J"ments,
Location of all street nghts--(lf-way Within and adjacent to the site,
Locallon of existing pubJlc and private utilities, mcludlng fire hydrants, stann and sanitary sewer lines manholes and lift stations, gas
and water lines, -
All parking spaces, dnveways, loadmg areas and vehicular use areas,
Depiction by shading or CfOsshatcl1lng of all required parlong lot Intenor landscaped areas,
location of all solid waste containers, recycling Of trash handling areas and outSide mechamcal equipment and all required screenrng {per
Secbon 3-201(0)(1) and Index #701 j,
locatIon of all landscape matenal,
Location of all onSlte and offslte stann-water management faclbbes,
Locahon of all outdoor ltghtlng fixtures, and
location of all existing and proposed Sidewalks
Cl SITE DATA TABLE for eXIsting, reqUIred, and proposed development, In WfIttenltabular form
~ Land area m square feet and acres,
....!L Number of EXISTING dwelling units,
....k:::' Number of PROPOSED dwelling units,
Y Gross floor area devoted to eam use,
~ Parlung spaces total number, presented In tabular form WIth the number of reqUired spaces,
_ / Total paved area, Indudll1Q all paved parkmg spaces and dnveways, expressed in square feet and percentage of the paved vehicular area,
...JL:' Size and specles of all landscape matenal,
_/" Offidal records book and page numbers of all eXJshng ubllty easement,
....!!:. BuildIng and structure heights,
Impermeable surface rabo (I S R), and
Floor area ratio (F.A R ) for aU nonresidential uses
..Aa
ORIGINAl
Rr CHVED
!ij/' REDUCED SITE PLAN to scate (8 % X 11) and color renderTng If possIble,
a
MAR 2 ,1 2006
RE, provlde the followrng addlbonallnformatlOl1 on SIte plan
One-foot contours or spot olev ns on SIte,
Qffslte elevations If required evaluate the proposed storm water management for the parcel,
All open space areas,
location of all earth Of
Lot lines and building es (dimensioned),
Streets and drives mensloned),
Building and stru ral setbacks (dimenSIOned),
Structural 0 ngs,
Tree Inven , prepared by a "certified arbonsr, of all trees 8" DBH Of greater, renectlng SIze, canopy (dnp lines) and conditIon of such trees
PlANNING Dt l'ARiMtt-.l1
C!W OF- CI_;:' f' 1<\'/ '\1 LR
H
LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A)
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lANDSCAPE PLAN
All eXIsting and proposed structures,
Names of abutting streets,
Drainage and retenbon areas Indudll1g swales, side slopes and bottom elevations,
De/meallon and dImensIOnS of all reqUired penmeter landscape buffers.
SIght Vlslbllrty triangles.
De/lneatlon and dimensions of all parkll1g areas IncludIng Jandscaplng ISlands and curbmg,
Proposed and required parkmg spaces,
EXIsting trees on-sUe and Immediately adJacern to the site, by Species, sIze and IOcaltons, Including drtpllnes (as IndIcated on
required tree survey),
Plant schedule wfth a key (symbol or label) Indicating the Size, descnptlon, speclficallons and quanbbes of all existing and proposed
landscape matenals, mcludlng botamcal and common names,
Locahon, SIZe, and quanllhes of all existlng and proposed landscape materials, Indicated by a key relating to the plant schedule,
Typlcal planting detalJs for trees, palms, shrubs and ground cover plants mdudlng instructions, soli mixes, backfilling, muldung and
protective measures,
Intenor landscaping areas hatched and/or shaded and labeled and mtenor landscape coverage, expressIng In both square feet and
percentage covered,
CondltJons of a previOUS development approval (e 9 condltrons Imposed by the Community Development Board),
Imgabon notes
REDUCED LANDSCAPE PLAN to scale (8 % X 11) (color rendenng rf posstble),
-c ~IOt,:rIOt' PLAM (required for level two and three approval),
o COMPREHENSIVE LANDSCAPE PROGRAM appllcallon, as applicable Landscape aSSOCIated WIth the ComprehenSive
Landscape Program shall exceed mtl1lmum Code reqUirements to offselthe areas where mll1lmUm Code WIll not be met
Page 4 of 6 - FleXible Standard Development Application 2005- City of Clearwater
BUILDING ELEVATION PLANclfJUBMITTAL REQUIREMENTS (Section 4-202.A 23)
Required In the event the application Includes a development where cleslgn standards are In Issue (e g Tounst and Downtown Dlstncts) or as part
of a Comprehensive Infill Redevelopment Project or a ResidentIal Infill Prolect
~BUILDING ELEVATION DRAWINGS - all Sides of all bUildings including height dimenSions, colors and matenals,
o
REDUCED BU IlDI NG ELEVATIONS - four Sides of bUilding With colors and matenals to scale (8 Y. X 11) (black and whlle and color rendering, If
possible) as required
J
SIGNAGE- (Division 19 SIGNS I Section 3~1806)
[J
A1t~XISTING fr~lng and attached signs, ProVIde photographs and dimensions (area, height, etc ), indicate whether they Will be removed or
to remam /T~'~"~
An PR9PO~freestandlng and attached signs, Provide details including loesbon, SIZe, height, colors, matenals and draWing, freestanding signs
shall jAClude th reet address (numerals)
I
~prehenslve Sign Program application, as applicable (separate applicabon and fee reqUired)
ORIGINAL
RFCEIVED
I:]
o
o
Reduced slgnage proposal (8 14 X 11) (color), If submlttmg ComprehensIVe SIgn Program applICation
MAi~ 21 2006
K. TRAFFIC IMPACT STUDY. (SectIon 4.202 A.13 and 4-801 ,C)
o
Include If reqUired by the Traffic Operations Manager or hlslher designee or If the proposed development
. Will degrade the acceptable level of servtce for any roadway as adopted in the Comprehensive Plan
. Will generate 100 Of more new vehicle dlrecltonal tnps per hour and/or 1000 or more new vehicle tnps per day
. Will affect a nearby roadway segmenl and/or Intersection With five (5) relX'flable accidents within the poor twelve (12) month penod 01 that IS
on the City'S annual list of most hazardous IntersectIOns
PLANNiNG DEFliRTMCNT
C I"" or:; CL LJ, fNJ ^ Tf:R
Tnp generabon shall be based on the most recent edition of the lnsbMe of Transportation Engineer's (ITE) Trip General Manual
The Traffic Impact Study musl be prepared In accordance With a "Scopmg Meeting" held with the Traffic Operallons Manager and the Planmng
Department's Development Review Manager or their deSignee (727-562-4750)
Refer 10 Secbon 4-801 C of the Community Development Code for exceptionS to thiS requirement
[J Acknowledgement of traffic Impact study requirements (Applicant must initial one of the following)
Traffic Impact Study IS Included The study must mclude a summary table of pre- and post-developmenl levels of service for all roadway
legs and each turning movement at alllnterseclions identified In the Scoplng Meeting
~ Traffic Impact Study IS not required
CAUTION -IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND
NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY
OCCUR
If you have quesbons regarding these reqUirements, contact the City Public Works Administration Engineering Department at (n7) 562-4750
L. SIGNATURE
I, the undersigned, acknowledge that all representations made In thiS
application are true and accurate 10 the besl of my knOwledge and
authonze City representabves to VIsit and photograph the property
descnb In Ihls applj tlon
STATE OF FLORIDA, COUNTY OF PINELLAS ) )
Swom to and subscnbed before /TIe thiS ~ day of
, A D 20~ to me andlor by
U #II k who IS personally known has
L ~
<l"',";':\'~~':'" BfRNADET1l '3 BARREn
ft'A, "'''~ MY COMMI%ION It DD 284556
~."b.~,; EXPIRES MdfCh 9 2008
''''''';~~/h~:~''''lo'' Bonds(I Tttru No!ary Pubtll;: UnaerWnlefS
Page 5 of 6 - FleXible Standard Development Application 2005- Cl
AFFIDAVIT TO AUTHORIZE AGENT
..,...,
\,: I..},'
please PRINT fuJl names)
\cLe.", I"
That (I am/we are) the owner(s) and record bile holder(s) of the follOWing descnbed property (address or generallocallon)
ll.~ F--P\I'lVO\J,."d l\v~
2 That thiS property constitutes the property for which a request for a (descobe request)
\ 1.. It pA-V"'""l l-'\€, ".,
0(\ Ll'i \_
3
Thatlhe undersigned (has/have) appointed and (does/do) appoint
nt "1\..~ \)o!~V"d
C{";lV-~,
~('l; \ t IN~-(_ i P~~iIJp...\
as (hlsfthelr) agent(s) to execute any petitiOns or other documents necessary to affacl: such petition,
4 That thIS affidavit has been executed to tnduce the CIty of Clearwater, Ronda to consider and act on the above described property;
5 That site VISitS to the property are necessary by City representallves in order to process thiS application and the owner author1zes City
representatives to viSit and photograph the property descnbed in this application,
6 That (11we), the undersigned author1ty, hereby certlfy that the foregolng IS true and correcI
Property OWner
Property Owner
STATE OF FLORIDA,
COUNTY OF PINEllAS
My CommiSSIon Expires
~3\ UlIdsey NlwM
~ ~ .: MyComm1$.slOrtOO36Sl84
~...~:I' Ellplres Oclober 24, 200B
\
~f9.l;l}lfI~ the Uf!ml n ,an officer duly oommisslo by the laws 0 th
~ ' personally appeared
Deposes and says that he she fully understands the contents 0
O~IG1I\JAl
RFCEMJ1
S \Plannmg DepartmenMppllcatlon Forms\development reVleWJiexlble standard development application 2005 doc
rM\K 2 11 20Ufi
"L,'\l~i"~l,,!(, :.,r 'f,}' 11\'11.1.1
Cl.Y I It { Lt ,1.,\ .'tll\', 1 [~
Page 6 of 6 - FleXible Standard Development Applrcallon 2005- City of Clearwater
MRY-23-2006 12:19 RM P.01
.. PROFUSJONAL TREE WORk IN PINELLAS COUNTY FOR OVER In YEARS '*
BA Y CITY TItEE SERVICE, INC
RBl'llRIIK'B
BBmIIl. 8USlNBIICONat.
SB-fI,n
-NDnor-.
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lK'HKSBD-. INSURED- FRBIH~S11MATEs-
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~'" r'fh"'A- hereby to furht&h trwlerl_lantf labor - eOff1)h,l.e ,n accordance with above lpeclflca1lona, for the sum 01
0", ' 1 dollaf8(1 ~8>qtX'
r
All Debrta Hauled Away
PavlTWlnl to b.-~de on eo~l.tIOn
"-"II no' PIlG _ JO 1lI~1118,l1lC1.a t In pol' trliWn oaMa <fl1iVW "" .......10
_ (In,.........."1 8/Qo1d '1_ ......ltI ar;llI~_III_f'lIlIl.Il""lII-.
"'11..11 "'" ""'Illy IQI'N 10 .., IJI -llII . Mltft 1DaI_'" iNIII<dorlQ. ........1.
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aAho'lIm 10 do It'll wo~ .;~1Ml PtI;WBtt ",II PM rmd.'~'~~~;~,
-.ov. C\MOWW tJIII'IWa...... 30'1'0- elf. ~plJOI" " "1 I' ~},. J SIjnaIure:
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M AnJNCi ADDIU!SS &. OFf1CE 221O-4'~'AVENUE SOUTH. sr. PBTE!RSBURQ, FL 33712
M~Y-23-2006 12:20 AM
(s)~ -
P.02
PmfMJllional tree work in Pinell$ County for O\-er ;ro }'earsl
Duaue Perkins
Certifled Arborlst
BAY CITY TREE SERVICE, INC.
2220 4'" AVENUE 9 'ST.I'ETERSIItJRG. FL
31712
727w82J.7140
License IJ.
SOl 1M
DATE: May t 9. 2006
ASSIGNMENT, Consult with Steve: Schy of Ace CoruJlJ'LlCUOD at constnlCtlon site located at
2401 Drew Strcflt. Clearwater, I'L COftCC1'D!ng tree preservation on .ite. NCCC9sary
preconstroctlon lnspectwn and recommendations for precautions and w.;lrODS lo be lakcn pnar to
excavlltion.
TREES OF CONCERN~ JlUpWted and evElluated. ftom South tu NutLhwcst ,ide of the property
beginnins WlLh 12 inch Sweet Gum (LlquidambllU'-Styraciflua), nex( tree to the North also ft IS
Inch Sweet Oum. folluwed by ft 33 inch Live Oak (Quercus Vlrainla). next tree D. 24 ioch Laurel
Oak. (Quercus I.Qvlfoba), followe-d by a 13 Inch Sweet Gum. and ending with the lall trotJ at tho
tar Nortb. . 23 inch Laurel Oak
RECOMMENDA nONS:
Step OAt: Root pruning wnh a Doako Root Pruner RC14SP on the But Indo of the trees for road
way. Also root pn.tning oftrec5 for entrance and exit as well as where the side walk will be
lllJtalled to prevtlnt damagc to the trees and forestWl future problwn:s With these a.reu.
Step Twol Treat each tree with 0 micro in.jection off'tuqpcade and insecticide, feruhze
thoroughly;, wa~ heavily for %5 day,. Then wawr 3 times per week ""bile construction is in
progress. Cuntinue inSpectiON dnd micro irijecmons tl!lI needed to promote root growth tAd
prevent infection With ftmgu.s and/or wood borins inSCK.'b
S1ep fhrce: Install a chain link fence 88 far away from the tree trunk>> IS pracuca.L (to the outer
edge of the canopy) not only to protect the a(x)"8 ground portions of the tree5 but 111an to pI'OleCt
thelr dehcate root sYstemS and ~ men and eq\lipmenl out of their rool zone.
Step Fourt Over road way and entrance and exit oreas the tJ:ccs will have to be elevllled to
facilhate movement of emergency vducles and ehnunetc impcdanee where paSSI ble.
StqJ Five: It 15 my opinion that If the qloeers blue pOOlS remain the same as they were when 1
Inspected them on May 19,2006 no Wayne feeder tubes or Aeration tubes wilt be ncce8smy If
blue pnnbJ are changed we would pOSBibly neod to revvaluate tins opimon.
Tudll)' S Ute not\: ftom YQur ccrtlt1td 3r~~n'"
"We dOl1'1 wtllk l>n your 11.Cl. }lIense tllln'l 81and on uur root'; ,
MRY-23-2006 12:22 RM
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Why Trees Are Valuable
Notes from you r Certified Arborist at.
Bay City Tree Services, Inc. Phone: 127..823-71-~O
SHADE - for more pleasant summer lIvIng.
SHADE.. for saving on your electric bill Three well-placed trees can cut
aU' condibonlng costs 15%.
SHADE - to cool hot streets and parking lols Cities are "heat islands~ that
are 5 to 9 degrees hotter than surrounding areas. And eitle&
spread each year
PROPERTY value as Increased
TREES, through their shade and tranSpiration (giving off water), provide
natural~ "Iow-tech~ cooling that means 18s8 need to bUild dams
LEAVES work 9& 81r cleaners. reducing the amount of harmful C02 Due
to the burning Qf fossil fuels, C02 In our atmosphere may 6.00n
double. A tree can absorb 26 pounds of C02 per year, or about
25 million tons per acre - and reprace It WIth l1fe-glvlng oxygen
TREES pro.vida shelter for wildlife. slow ramfall runoff, preveot soU e.rORLOn.,
muffle nOise, and provide privacy
AS Windbreaks., trees can- be- shields- against w~nd and- snow, heating- coats:
can be reduced by as much 8S 30%!
RESEARCH shows that trees help reduce stress in the work place and
speed recovery of hospital patients
POL.ICE officIals believe that trees and landscaping can Instill a community
pride and help cool tempers that sometimes erupt during "lon9- hot
summers"
WE"RE losing urban trees In some Cities as many as 4 trees die or 8JB
removed for each new one planted.
SURVEYS Indicate that about 66 to 100 million spaces eXist along our city
streets where trees could be planted. ThIS transtated to the
potential to absorb 33 mlJllon more tons of C02 every year and
at the same tIme save consumers $4 billion In energy costs
TREES add beauty and grace to any community setting, they make life
more enjoyable and offer a rich inheritance for future generations.
SOURCE: Tree City USA Bulletin #10
P.04
"
,
MAY-23-2006 12:22 AM
(}) ~;Id
ACORD... CERTIFICATE OF LIABILITY INSURANCE
'1I0DUCIR (727) 521-2100 ~AI e72; 1528-0626
Comeqy__ I.n1l~Qa Cornel:
One Beach Dr1ve south.aet
SU3-t. 230
St PeUrebu~ FL 33'701
lllIlUlIIlD
Bay Cl. ty tree Inc
2220 4th Avenue South
40231
P.05
at:. Pat8.ubur FL 33712
C VEAAGI!S
THE POl..lClI!S OF INSURANCE LISTED BElOW HAVE tEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POllCT Pt:RIOD INDICATED NOTWITH8TAHDlNO ANT
REOUIREMENT TERM OR COHO/TION- 01' AN-"t CO/Il-TRAC-T OR OntER DOCUMENT WITH RUPECllCl WHICH THIS CERTIFICATE MA'f BE ISSUED OA PMV PERTAIN,
THE INSURANCE AFFORDED BY TH~ POLICIES OESCRIBEO HeAelN IS SUBJECT TO All THI': TERMS EKClUSIONS AND CONDITIONS OF SUCH POLICIES
AO REOATE UMITS SH '( HAve BEEN REOUCEO BY PAID CLAIMS.. __
CANCELlATION.
,140UlD ANY Dl' TI4~ iIIl80VE D~'CMlII.i!D l'OLIClEI 811 CANCEll!!D 8!POII! no!
!J.PlIIIll.nON. !1A.TI!: TM!Rmf, Tltt 18lllilMQ INIURliR 'MtL tNOEAVOll TO MAil
10 CElIIlllllCATIll10lJlllII NiIIlMl!D TO TIll! ll!n BUT
10ll110N Oft LlAlhUTY 0' ANY IttNfI UMN TIlE
POLlCY NUMB; II;
LIftITt
a
.
;/20/200~ 1/20/2006 .
ADY Itt-AAV II-
GENEIl./lJ. iIIlQOIl.E'QATE
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C~AIMS MADE [!] OCCUR CLDOOlO!U:I
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CoP.lBINEO 9WGl..E- LrMlf .
(hllt.Ill",,'j
1120/2005 7/20/2006 l\ODlL'l 1llllJR'l
(Pet llerlD~l 8
I.QOII_'I' IN.lUR Y If
IP.,-I\II
PROPERTY O-...AOE .
(PIf _1<l/l~1)
X MiMe AU'I'O$
K NOH OWI'lED AUTOS
OllftAGI! UA8Il.llY
ANY AUTO
AUTODNlY eAACC:Il)~NT .
OTHEIt THAN
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o CLAI~& IMDE
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10630472
4/1/2006
4/1/2007
~ ~ EACI4 ACCIDENT .
Ii ~ D l$EASE Ell EMPlOYEE .
E L DISEASE l'OL ICY liMn' r
AGG
DIiBCRl,nON OF OPIlRA TIONlltOCA TlOfrllNtllIClE8!&IICLUIIONB ADDED BY-EHOOUI!. I!NTtIIP&CUt.L PROVIIlONIl
CO((\l.na Key
8711 P.r1metar Park Blvd '11
Jaok90nV1.11., n. 32216
to-
1,000,000
iItO-, no.Q
5,000
1.-,000.000
2,000,000
Inal.udod
100,0
100,000
100,000
5Otl.,IiI
ACORD U (1001/01)
INII028 101D6' 011 AM.!!;
IJMFI M""g.DB Boh.llkm. Ino 18110IU' .o~A&
P ACORD CORPORATION 1981
, Pe=-lo12
MAY-23-2006 12:23 AM
P.06
(!)~ .
BAY CITY TREE SERVICE, INC
R!lPERE]IlCP
Ut.f'.NM!D. INSIJRI'D FREE LS'1MATES 8l'!TTP.RBUSlNP.8SCONCII.
SlS-5-nJ
DUANE PERKINS
CERTIFIED ARBORlST -115.0 110}
OFFICE' 823-1140
FAX 323-85n
we Honor Both
JE.
,
11;
Did you know that the Insurance Industry considers the Tree Industry high
risk?
Did you know that the Tree Service Industry IS in the top 5 of the most
dangerous professlons.?
Did you know that if the company you hire does not carry Workman's
Compensation" you are ~esP9nslbl8 for their in~ries- and medicaJ btU-s- if
they are injured on your property at the time of the accident
Did you know that the contractors generalliabihty insurance covers repairs
to your home and/or your neighbor's home should any propeny be
damaged du ring Tree Service?
Below IS a small check hst to consider before selecting a Tree Service:
o Does the company providing the Tree Service have proper liability and
Worker's Compensation Insurance? Ask for a certificate of Insurance
for both General LiablUty and Worker's Compensation Insurance.
Q 0 Ask for the telephone numbers of the Insurance-provider.
CAtl 0 Call the Insurance providers and confirm they carry General Uablltty
;;: and Worker'~ Compensation and that both are current and ~
a Be sure that the company you hire carries the proper Insurance and
that the company also IS a CertifIed Arbofist.
Also, some things to remember when hlrlng any service. To protect you
and your assets, be sure hired services are Insured With Worker's
Compensation, may it be pamters, e~ectncians, Lawn Service, etc.
Thank you for calling Bay City Tree Service. Inc. to inspect your trees.
MAY-23-2006
12;23 AM
(9)r~
P.07
ProfeSSlonaI tree work .lD Plnellas County for over 20 yearsl
Nectll'ry rbiDga to rem.nab...: We cannOt &\rCSSlitrongJ.y CIlOUgb. the importanu ofprotectiq
rhe root IIY8Wmll and overhead. cllnQlJic:s. of thqe tree$. Sip, should be-pf&cal- alltratq:l~
location, rcihlfllhns that NO dirt or material III to be ,tored under a ~I Nothing is to bo placed
inside the pammetcr: oftb.. protective cham lmk fence-and equipmenl driven must be re:mindod
10 check the clearance ofcheil' CKteDSlOnS before dnvins near a tree The leading cause of tree
Jon during constructiofl is human BrrOr". We can protect the trees from insects, fungI, draught,
and ItatVabon. but )'OW' employees mWllt prolect them from w:cldcnllll damaac. Ple&Kg1.ve.lhsm
thetr space ad they witJ reward }()U wtth )'e8ra of beauty and >>hade.
If you hive any further questions. please feel free to can me at Hllylrme
Sincerely,
DulUtC Pet'kins, CertIfied Arboris\: SO Il09A
1 lJday' B tree Ilut~ (torn yOl1r ccrlI lio!'d atlmmt
"WI! don't walk nn your re~ f"ltlll\-' don', 'lend lln ULlr {UOI~ ..
,
~~l'Wi!~
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Clearwater Fl. Rescue
610 Franklin Street. Ctearwater, Florida 33756
Public Works Admlnlstratlon* Engineering Department
100 S Myrtia Avenue, Sulls 200 - Clearwater, Florlds 33756
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C'DECIALTY TOURS
"'-'7-797-1477
p. 1
PINELLAS COUNTY
UTILITIES
Gen era! Maintenance Department
Technical Services Division
Cross Connection ControJ I Backflow Prevention Dept.
6730 142Nn Avenue North
Largo, FL 33771
(727) 464~5849
Fax: (727) 464-5859
Fax Transmission ~
~~
To: licE <..tP#JS TR. ~ T IOIV
% SiEvE-Ai
Fax II: 72.1- 7q7- pfl1
From: r3IlAt> A~bf:R.So,u
Date: !:-IC!-t:J1.
Pages: 2-
Phone: ?2.1-~ lJ.{ -)1?z.~
Subject: J=,~E FLetW
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General Calculatlon Program
Job - Speclal Needs Houslng Date - OS/24/06
~lle - C \HES\HydraCALC\VER50\Data\Jobs\Water-An wxlTlme - 14 10 53
AREA CALCULATED - HEAD FLOW SUMMARY
Actual
ID K-Factor now
0001 4 \)00 13 14
0002 4 900 13 07
0003 4 900 13 04
0004 4 900 12 96
Total K Factors
Total Flxed Flows
Sum Actual Flow.
Sum Regulred Flow
Sum Delta Flow
Max Delta Flow
Max Delta Pressure
Reg
Flow
12.96
12 96
12 96
12 96
Delta Aclual Reg. Delta
now Press. Press, Press
0.18 7.196 Pt 7 00'0 o 196
0.10 7.113 pt 7 000 o 113
o 08 7 082 Pt 7 000 0.082
o 00 7.000 pt 7.000 o 000
4
o
52 22
51.86
0.36
0.18
o 196
AREA CALCULATED - COMPLETE SUMMARY
Start Flnlsh Olarn Start Normal pf Elev/Flxed Flow Vel
P01.ot POlnt Pres Pres Pres
0001 <- 4 1.101 7.196 0.151 -0.433 1314 4 43
0002 <- 1 1 101 7.113 o 149 -0.433 13 07 4 40
0003 <- 7 1 101 7.082 o 149 -0.433 13.04 4 39
D004 <- 6 1 101 7.000 o 147 -0 433 12 96 4 37
7 <- 5 1.101 6 798 o 603 o 000 13 04 4 39
6 <- 2 1.101 6.714 o 597 0.000 12 96 4 37
4 <- 5 1 101 6 914 0.487 o 000 13 14 4 43
5 <- 3 1 101 7.401 1 911 o 000 26 18 8 82
1 <- 2 1 101 6 829 o 482 o 000 13 07 4.40
2 <- 3 1 101 7.311 2 001 0.000 26 03 8 77
3 <- TOSR 1 598 9 312 11.693 8.229 52.22 8 35
TOSR <- 1AFF 2.067 29 234 1.186 1 732 52 22 4.99
1AFF <- BOSR 2 003 32.153 0.087 o 000 52 22 5 32
BOSR <- BFP 2.003 32 240 1 621 6 000 52 22 5 32
BFP <- TAP 2 003 39 861 1 230 o 000 52.22 5.32
TAP <- TEST 2 003 41.091 4.357 o 000 52.22 5 32
System Demand Pressure 45 448
Safety Margln 14 166
Flow Added at Supply ( 100.000
Total Flow 152.217
Water Supply Summary @ POlnt TEST
TotallFlow From Water Supply Curve
Pressure rrom Water Supply Curve
System Pressure Demand At Total Flow
Safety Margln
V
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Fax Transmission
Pinellmt
"Counhj
Unl.lllES
PINELLAS COUNTY
UTILITIES
General Maintenance Department
Technical Services Division
Cross Connection Control 1 Backflow Prevention Dept.
6730 142Nl) Avenue North
Largo, FL 33771
(727) 464-S849
Fax: (727) 464-5859
T.o: lice -CoMSTR-LlC. T/-oIV
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Fax #: 72.1- '7Q'7- I'''f 11
From: BJlAb All,)bf:R.So.v
Date: $"- 1'1-0("
Pages: 2.-
Pht>>n.e: 72.1-~ lJ-( - S-I?ZJ?
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FMH SPECAlL NEEDS HOUSING
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Storm Water Condition
Hardship: A situation of hardship exists in the proposed Development that
makes it extremely difficult to provide the Storm water design as set out by
the City Storm Water Requirements. This hardship is brought about by the
existence of a 48" SW pipe on the Eastern side of the Development reducing
the area available to deal with SW on the site dramatically. If the Developer
set aside a 15' to 18' Easement as requested by the city, an area of +-5770 sf,
or about 20% of the total site area will be unavailable for anything but
landscaping. Without using a all vertical wall pond there is simply no way to
provide the required storage area on the site.
Planning and Development ServIces
100 South Myrtle Avenue
Clearwater, Florida 33756
Telephone 727-562-4567
Fax 727-562-4576
.iE#'
DATE RECEIVED
RECEIVED BY (staff Initials).
ATLAS PAGE"
ZONING DISTRICT'
LAND USE CLASSIFICATION-
~ Clearwater
o SUBMIT ORIGINAL SIGNED ANn NOTARI7Fn APPLICATION
ZONING & LAND USE CLASSIFICATION OF
ADJACENT PROPERTIES
NORTH I
SOUTH. I
VVEST I
EAST: J
a SUBMIT 1 COPY OF THE ORIGINAL APPLICATION including folded site plan
COMPREHENSIVE LANDSCAPE PROGRAM REQUIREMENTS
(Rrvbed 9119f2001)
D. APPLICANT, PROPERTY OW~IER AND AGENT INFORMATION: (Code Section 4-1001)
APPLICANT NAME ---Fe\. c\ ~ tto u.. ~ ( ~ 9-V\c. ..
ZA-Ol Drew Sf I C\ea.rwaXe{ I f-l 3s 7b?
PHONE NUMBER I ? 1 7'1 b -r c; t) l? FAX NUMBER: I 2.1 - ( 'i 1 lA- 17 '
Cb lS 4?1 ~1 \ 2.. ' I I _ ~ Q.
PROPERTY OWNER(S) fn I~ tllJU C I ~ 1 V\ c.. .
(Must include ALL owners)
MAILING ADDRESS
c;- eo (q e- ')c~ e~'e( "
2 10 l Su. VlSe1 ~ l J roL C. tea., CA.aJQ ( tL
PHONE NUMBER ---.J 2-, 1 1 q 1 \ 4- 17 ' FAX NUMBER 1 27 1 q 1 [~71
AGENT NAME (Contact Person)
MAILING ADDRESS
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The landscaping reqUirements of Anicle 3 Division 12 may be waived or modified as a part of a Level One or
Level Two Approval, as the case may be, jf the application for development approval includes a Comprehensive
Landscape Program, which satisfies the follOWIng criteria. The use of landscape plans; sections/elevations,
renderings and perspectives may be necessary as supplementary Information in addition to the infonnatlon
provided on this worksheet"
1 Architectural Theme
a The landscaping In a ComprehenSive Landscape Program shall be designed as a part of the architectural
theme of the pnnclpal bUildings proposed or developed on the parcel proposed for the development
V\
..
OR
b The design, character, location and/or matenals of the landscape treatment proposed m the Comprehensive
Landscape Program shall be demonstrably more attractive than landscapmg otherwise permitted on the parcel
proposed for development under the minimum landscape standards
2 lighting Any lighting proposed as a part of a Comprehensive Landscape Program IS automatIcally controlled so
that the lighting IS turned off when the busmess IS closed
L -
3 Commumty Character The landscape treatment proposed If'I the Comprehensive Landscape Program will
enhance the community character of the City of Clearwater
Pa:;;e 2 of 3
4 Property Values The lands...~t>e treatment proposed In the Comprehen Landscape Program will have a
tleneficlallmpact on the value of the property In the Immediate vIcinity of the parcel proposed for development
5 Special Area or Scenic COrridor Plan The landscape treatment proposed In the ComprehensIVe Landscape
Program IS consistent with any special area or scenic cOrridor plan which the City of Clearwater has prepared and
adopted for the area In which the parcel proposed for development IS located
d
Please return checklist for review and venflcallon
6 That (lfwe), the undersigned authOrity, hereby certify that the foregoing IS true and correct
t-='-
a.
Property OWner
STATE OF FLORIDA,
Property OWner
COUNTY OF PlNELLAS
Before me the undersIgned, an officer duty commIssioned by the laws of the Stale of Florida,
onth I
, ;;xJJ 10 personally appeared t ~
'nd says that he/she fully understands the cont of the affidaVit that t;'; he signed
My CommIsSion ExpIres Ifr, / () 7/ [}O /0 ,
G-e)Jtvd-i'\... day of
who haVing been first duly sworn
~~::i
,/ ~Ih
~~ HESTER DEWET
~~ MY COIlMSSION II DDmI14
~ EX1IRES April 07. 2010
~Al.Y Fl. NoIoIy IlIItoul...... c..
5 application forms/development review/comprehensIve landscape program applicatIOn doc
P Jge ::. of 3
WRITTEN SUBMITTAL REQUIREMENTS (Resldentlallnflll Project Criteria)
o Provide complete responses to the seven (7) RES I DENTIAL INFI LL PROJECT CRITE RIA - Explain ~ each crltena IS achieved, Ifl detail
The development or redevelopment of the parcel proposed for development IS olhelWlse Impractical without deviations from the intensity and
development standards
TH~ t]lt~ \s l\w\l\eo\ bl.{ +~ .ecuJ)t~~Ce. l11 q \'6' T h' (24\)
~TC~ IbLole.L n4-kr 6f lNll4 k. ~(O Vl~ ~QJ4 _QJ~-1L-\
~ o..st. 1" ~ \S VV'\ 0. Ices t~ pns...ctl 0 V\ \ ~1 tJt 1~.e \0 ~ fA I ~ l \ VYll1eo1 .
2 The development of the parcel proposed for development as a resldentlallnfill prOject WIll not matenally reduce the fair market value of abutting
properties (Include the eXisting value of the site and the proposed value of the slle WIth the Improvements)
~t
3 The uses Wlthm the resldentlallnflll project are othelWlse permitted In the CIIy of Clearwater
ThE'- p..-feo. ~rouv1dl~ t~~ ~~
f"\l'Ist~ Wl wtt I fo. iM I ~ 0..'7 l)/tL\,' INrt'"
4
f€Q
5
The design of the proposed resldentl8llnfiJl prOject creates a form and function that enhances the commumty character of the Immediate VIcinity of
~~~~~u~E~~~~~~~a::~ o~ ~~)~Thi~
SUV'V\ of COlJtXdt{,t! PLi0t1VC{ ry~ I (ctVlc1. SCj7I~ rdL \AJtU e-~v1
The design of the proposed resldentlallnfill project creates a form and funcllon that enhances the community character of the Immediate VIcinity of
the parcel proposed for development and the City of Cle lWater as a whole
6
\a vtot 0
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S \Planning Department1Apphcatlon FOm\Sldevelopment revlew\2006 FormslResldenhallnfill Prolect (FLD) 2006 doc
Page3 of8
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CITY'OF
CLEARWA1'ER
PlANNING ])[PAR I MieN I
P(l~1 OIII{1 HilA 4748, CII.\HW/\III!, IIOI~II)A 33758-4748
IvlIJNICII'/\1 ::'1 HVIU \ Bill! DINt" 100 SOl! III MYH III AVI ~1J1 , (I LM{W\III~ n Ol{ll),\ ') -) 7')6
1111l'J10NI (727) 562-4567 r,\X (727) 562-4865
ION{, RANG I PIA"NI\(,
DI\IIOI'MINI RIVIIW
September 8, 2006
George Scheltmger
2701 Sunset Pomt Road
Clearwater, FL 33759
Dear Mr. ScheItmger
Case # FLD2006-04029 has been WIthdrawn, see attached letter If you
deSIre to have any of the caples of the submItted matenals, please notIfy me
pnor to September 15, 2006 If notIfied I wIll place the copIes m an area for
you to pick up Should you have any questIOns please contact me at 727-
562-4567x2504
Smcerely,
fl OtMl J/t~-
A. Scott Kurleman
Planner II
S \Planmng Depal1mem\C D B\FLEX (FLD)\Pend II1g cases\RevlCwed and Pend 111 g\f emwood -165 faith Housmg (1) COB-
SK\wlthdrawalleller Femwood doc
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VIA FACSIMILE & REGULAR MAIL
August 9,2006
Ms Lon Krelsle
Homes for Independence, Tnc
2735 Whitney Rd
Clearv.rater, FL 33760
Mr George 8chy
FaJth United Church ofChnst
2401 Drew 8t
Clearv.rater, FL 33765
RE: Special Needs Rental Development
Dear Lon & George
I have been mfonned by our Plannmg Department that once agam your plan submittal fOl
the above project IS mcomplete I am havmg SCrIOUS doubts III temlS of whether or not
the development team has the capacity to complete thIS proJcct 1 cannot contmue to
prOVide fundmg to thIS project and keep havmg delays The City IS under a vcry tight
tImeframe to expend funds
In order for tlus project to move forv.rard and retam your fundmg, the followmg tlungs
must occur
1 The hIrIng of a ConstructlOn Manager to move the project forv.rard and
confirmatIOn that the project can be constructed wlthm budget I have
recommended NIck FerraOlh With Titan ASSOCiates (727 446 9204/610316 1197
cell) In the past, but you can choose any other firm
2 ConfirmatIon that the project wIll cash flow gIVen the recent Increases In property
Insurance
3 Confirmation that the project can obtain Property Insurance
4 A complete and correct submissIon of all Consh uctIon Documents to our
Planning Department no latcr than AUl!ust 31,2006
. ,
Ms. Lon Kreisle
Mr. George Schy
August 9,2006
Page 2 of2
Fatlure to provide the above requested documentatIOn, that IS adequate and acceptable, to
the Housmg DIVISIon and the Plannmg Department by August 31.2006, will result m the
funds commItted to the project bemg withdrawn
If you should have any questIOns please do not hesitate to contact mc
Thank you
Smcerely,
Howle Carroll
Assistant Director
cc Geraldme Campos, Director - Economic Development & Housmg Dept
Michael Holmes, Housmg Manager - HOllsmg DIVISlon
Neil Thompson, Development RevIew Manager - Plarullng Dept
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F AJTlj SPECAIL NEfDS HOUSING
165 FERNWOOD AVE
GtEAAWA TER FL :\3765
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PROPOSED SPECLO.l NEEDS HOUSING
165 FRENWOOO AVE
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0 , 165 FERNWOOO AVE ~3 :;>
0 I I" CLEARWATER FL 3311;5 Z
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Storm Water Condition
Hardship: A situation of hardship exists in the proposed Development that
makes it extremely difficult to provide the Storm water design as set out by
the City Storm Water Requirements. This hardship is brought about by the
existence of a 48" SW pipe on the Eastern side of the Development reducing
the area avaIlable to deal with SW on the site dramatIcally. If the Developer
set aside a 15' to 18' Easement as requested by the city, an area of +-5770 sf,
or about 20% of the total site area will be unavailable for anything but
landscaping. Without using a all vertical wall pond there is simply no way to
provide the required storage area on the site.
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
~ MRY-23-2006 12;19 AM
P.01
*' PROn:SSJONAt~E WORK IN PINELLAS COUNTY FOR OVER 20 YEARS *'
BA Y CITY THEE SERVICE, INC
UCENStiD. lNSURSD-. FRBB- ESl1MATES
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1{. tfH.1IU hereby to turhl8h tl'W.lertal and labor - c off1)lete In 8.C corda,nee with above .pee.fieatlona, lor the lum of
- <-, ' i dollars (S r;(,8 .>qa:?'
PIYmllnl1tl be-INdo on t!orrpliitkln , ' " r
~. naI P81<1 "'"''''' 1lI dly& IUIlJlClIO , 111\\ JIll' - ..... ~ on ,"",14 AUlhorl1~
- (!B'" _y"',,1 8'-1<111 -... ......~ ~ \Ill"", ...... _~""'" ""'"
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"hlJl'lI.:l10 do 1111 work .,~1Id PjlfWllft1 .1' tie rM:I"I!"~~~:r~,
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9 6
2220......" A VI!Ntm SO\Jll{, Sf PETERSBURG, FL. 33712 PIANN
, ING DEPARTMENT
CITY OF CLEARWATER
M AB..tNO ADDReSS & OFFICE
MAY-23-2006 12:20 AM
(s)~
P.02
Pmfe'itllional tree worIc in Pinellas County for ",.<< 20 }'ean I
Duano Perkms
Certified Atbor[st
BAY erlY TREE SERVICE, me
2220 4'" AVENUE S 'ST. I'E1ERSDURG; I'L
31712
727..823..7140
License d
SO II 09
DATE: May 19. 2006
ASSIGNMENT, Consult with Steve Schy of Ace COnstrllCtIon at construction Site located at
2401 Drew Streel, Clearwater, 1. L c:oncermng tree preservation on site. Necessary
precoD.StNction inllJ1ectlun and n::commendations fOT precaution:i and ilt.IIODlJ to be taken pnor to
excavotion.
TREES OF CONCERN: J"'P"lted and evaluated from South lu Nurthwc:u side of the property
begimq Wllh 12 inch Sweet Cum (Llquidambar-Styraciflua), next tnle!I to the North also a 15
inch Swee1 Gum, folluwcd by a 33 incn Un Oak (Quercus Virginia), noxt tree a. 24 iodJ Laurel
Oak (QuotCUS I.avlfoha). Jollowed by a 13 inch Sweet Gum. and ending with the last troa at the
tar NOrth.a23 inch Laurel Oak.
RECOMMENDA nONS:
Step OD': Root pruning with a Doskp Root Pruner RC14SP on tnc East side of the trees for road
way, Also root pruning oflrecs for entrance and exit as well u wh~ the sule walk wiJl be
lIl5taIled to preveDI damage to the trees and forestall future problem.!! with these areas.
Step Two, Trmtt each tree with II micro injection offim.glclde and insecticide; fertllrzc
thoroughly; wa1er hMVlly for %5 days, TIu:n wakr 3 time!!. per week Vl<1ule construcdon i9 in
progt'C88. Cuntmue inspec:tion'll1d micro injection! t!!l needed to promole 1'OOt groWlh and
prevent infection With ftm,gua amllor wood borins; inMCW.
St.p'rhrft: Install a chain link fence II far aWAy froal the tree trunkll as praGtleal (to the outer
edg.c of the canopy) not only lO protect the above ground portions of the trees but 11180 to pro'CC:ct
theIr tlelicate root systems and k~ men and equipment out oftbeir rool zone
Step FOllrt Over roed WRY and entrance and exit areas the bUs will have to be ehmlled to
facilita1c: movement of emcrgency vehicles lIDd elumnatc impednnee where :possible.
Step Five: It 15 my opinion that If the CDgIDeers blue pnnts remllD. Lhc same lIS they were when 1
Inspected them on May 19.2006 no Wayne feeder tubes or AeratIon tubes wIll be ncccssll}' If
blue prints are changed we would possibly need to reevaluate thlS opinion.
Todll)"s tree nOW il'om your ccnltled 3r~~n'll.
"We don't wl.llf.. on your l~c\ t>lellSc dOIl'llland on uur rOl.m '
ORIGINAl
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
MAY-23-2006 12:22 AM
P.04
(!j) ;:~
,-
Why Trees Are Valuable
Notes from your Certified Arbonst at'
Bay City Tree-Services, Inc. Phone: 727 .823-71~O
liI
~
:~.
.
:~
~
~
SHADE - for more pleasant summer living
SHADE. for saving on your electriC bill Three well-placed trees can cut
aU' condlttonlng costs 15%.
SHADE - to cool hot streets and parking lots Cities are "heat islands" that
are 5 to 9 degrees hotter thaA surrounding areas- And cities
spread each year
PROPERTY value IS Increased
TREES, through their shade and transpiration (giVing off water), provide
natural, "low-tech" coohng that means les6 need to bUild dams
LEAVES work as air cleaners, redUCing the amount of harmful C02 Due
to the burning of fossil fuels, C02 In our atmosphere may 600n
double A tree can absorb 26 pounds of C02 per year, or about
2 5 million tons per acre - and replace It wIth life-giVing oxygen
TREES provide shelter for Wildlife. slow rainfall runoff. prevent soli erosIon..
muffle nOise, and provide privacy
AS wmd-breaks, trees can-be shields against wind and snow, heating co~
can be reduced by as much as 30%'
RESEARCH shows that trees help reduce stress In the work place and
speed recovelY of hospital patients
POLICE offiCials believe that trees and landscaping can instill a community
pnde and help cool tempers that sometimes erupt during "long. hot
summers"
WE'RE lOSing urban trees In some Cities as many a8 4 trees die or afe
removed for each new one planted
SURVEYS Indicate that about 66 to 100 million spaces eXist along our city
streets where trees could be planted ThIS translated to the
potential to absorb 33 million more tons of C02 every year and
at the same time save consumers $4 billion In ~nergy costs
TREES add beauty and grace to any community setting, they make life
more enjoyable and offer a nch inheritance for future generations
SOURCE: Tree City USA Bulletin #10
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
'"
,
MAY-23-2006 12;22 AM
P.05
(}) ilJlJY
ACORD..,
'II:ODUcn (7271521-2100
ComagyA InSU%anc8_Corn8E
OnB Beaoh Dr1vB Southeaat
8u:l..ttl 230
St Petersbura
INSUItliD
~AX ('72'71528-0626
I DA T~ IMMIDOIVYVV)
3/24/2006
THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION
ON!.V AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER THiS CERTifiCATE DOES HOT AMeND, eXTEND OR
ALTER THE COVERAOE AFFORDED BV THE POLICIES BELOW
CERTIFICATE OF LIABILITY INSURANCE
l"L 33701
INSURERS AFFORDIHO COVERAGE
'NSWl.EI'tA W:l..llllh1r. Inauranc Comnsnv
INSVI'tEIIIl Old DOII.1n10n Ins CO
INBUAER C Florida C1 true BUIIJ.neIlS
IIN&UIIEII ~
INSUREIl E
HAIC _
Bsy C1ty tree Ine
222Q 4th AvenUB South
40231
at f.,..r8bura
FL 33712
CDVERACJES
THE pouelES OF INSURANCE LISTED BElOW HAVE 8EEN ISSUED TO THE tNSUREO NAMED A80VE FOR THE POLICY PEFlIOO INOICATEO NOTWITHSTANDING ANV
REOUIREMENT TERM OR cONOIT~ Of ANV CONTRACT OR OTItER OOCUMEN.T WITH RESPECt _TO. WHICrt THIS CERTIFICATE MAV BE ISSUED OR MAV PERTAIN,
THE INSURANCE AFFOIl.OEO BY THl!' PO~ICIEB OESCIl.IBED HEREIN IS SU8JEC'T 'TO ALL THE TERMS EXClUSIONS AND CONDITIONS OF SUCH POLICIES
~TE LIMITS SHOWN MAY HAVE BEEN RECUCED!lV PAIOCLAIM~" -- .- -rTH:Cr'M! V'iiJlDffi)N
~ TYpe OF INSURANCe POlley NU""8SA rp~l}i~~ ll'(]~~~ LlMtTl
.!!,NmAL UAe!LITY ~CE I
~ ..!i2,!MIIIERCIAL OENEIV<L t.IABIl..IN ~E~noll .
~......J CLAIt,lSIMDE W OCCUR CLOOOJ0!512 '7/20/2005 1/20/2006 Mz:OEXI""....Onll""'5Cfl' .
I'E Fl:I9CNAL " 1\tl\I1M- JURI' .
GENERAl AOOAEQATE I
~"nW'IP" AGe- .
B
~ L AQClREQAfE LIMIT "'~Eg PEA
X I POLICY h- fM I IlOC
~MOIILI LIABILITY
...!.. AN'( AUTO
_ AUOWNE~"'UmB
_ SCHEDUlEDIIUTO&
.!. HIllEEl AU-TOS
..!. NON O'MllEO III./TO&
1,000.,000
:Le~,aoo
5,000
L.Do.O,COC
2,000,000
tnc~udod
A
&:LC31.2Il:l..
eO<4lN! D BINOlt LIMIT I 10.0,011"0.
(EllICClIllnll
7/20/20.0.5 7/20/.Z006 l!.OOIl. y ItUURY
11'.' Plr.a ') I
e.OOll..1' INJURY i
1'0' auJ&l/Ill
, ROPEJI"N ~.foMAGE I
II'", ....'Ia"1
0A1lAQ1 LIAlill.ft'f
~ -ANI' AUTO
~n1lUM81liLI.l LIA8It.ITV
.....J OCCUR 0 CLAlt,lSMAOE
IOEOUCTIBt.E
"-1 RETENTION .
C WORK!RICOMPINtAnGNAND
E~CMlIII- LIAlllUTY
Atn' "I'tOPII'E10IIJ' AAfNEIIIEXEeU lIVE
OF!"ICEAIIo1~8E1't EXCLUDED? 1 0630472
~:rc,:'p~=INR MI...
OYMIIl
AUTO ONLY. fA ACCIDENT .
OTYEIHNAN EA Ace II
"UTO ONLY
AGG .
e
.
.
AGGREQA T~
~I
I
s
IU.!.r
4/1/200115
4/1/200'7
E l EAC" ACCIDENT I
~ l D tSE"S E EA EMPLOYE E I
e L DES EASE POUC Y LIMIT ,
100, 000.
100,000
~O, 000-
DS8ClIIPltON OF OPl!M.T1QNlIrlOCATlONINl!"ICL~BI&llC~V"ON8 ADDED BY~I!NTI1Il'&ClA.LPROV\SIONt
Coqu.1na Key
8711 Per1m.tar Park Blvd
Jaokaonv~11e, SL 32216
111
ORIGiNAl
RECEIVED
CANCElUTION
8110ULO ANY OP TII~ ASOve DUClIlEltiD POIo/CIEI all CANCl!~Ll!D 1ll!'01ll! 1l<l!
!J.PIlIAll0N flAT!. TNUliOf THl! 1"UINQ INJURiR 'MLL ENDeAVQA TO MAIL
10 04Y8 WRlTTliN NO l! CSl'tnl'lCAtt HOLDl!~ NAMl!D TO THI! Ll!" aUT
fAll.URi TO DO 80 llIALL I IQllnON Oil. UAB1UfY 0' ANY IUND UPON TNli
IJIISUAliR ITI ACEJIIT. OR ~l!Pl\l! ~
AUTHOIIIZI!O II EPII9~NTllTIVIi
to.
CI!!RTlFICATE HOLDER
ACORD ZI5 (i001/08l
INR02& '~lDl1\ D8 AMS
pAtORDCORPORATlONtH8
. pggolo'2
lIMP '<lo~o.ge 601l..11"". Ino laoO\31'.o646
pLANNING DEPARTMENT
CITY OF CLEARWATER
MAY-23-2006 12:23 AM
P.06
(!)~
BAY CITY TREE SERVICE, INC
REFER EN cr
LlCF N "'I!!) INS URI!D FR11 f. hS11MA TJ:S 8ETTER BUSfNFSiCON'Cll
5ll-~m
DUANE PERKINS
CERTIAED ARBORIST -4150 I UJ)
OFFICE' 82J~140
FAX 323-5511
we Honor 80th
..
II
Did you know that the Insurance Industry consIders the Tree Industry high
rIsk?
Did you know that the Tree Service Industry IS in the top 5 of the most
dangerous professlons-?
Did you know that if the company you hire does not carry Workman's
Compensation, you are responsible for their InjUries and medical bms if
they are injured on your property at the tIme of the accident
Old you know that the contractors generalliabJllty insurance covers repairs
to your home andlor your neighbor's home should any-property be
damaged durmg Tree Service?
Below IS a small check list to consider before selecting a Tree Service:
1;1 Does the company providIng the Tree Service have proper liability and
Worker's Compensation Insurance? Ask for a certificate of Insurance
for both General Liabtlity and Worker's Compensation Insurance.
Q CJ Ask for the telephone numbers of the-Insurance provtder.
CAli lJ Call the Insurance providers and confirm they carry General Liability
;:: and Worker's Compensation and that both are current and ~
1;1 Be sure that the company you hire carries the proper Insurance and
that the company also 1$ a CertifIed Arborts1.
Also. some things to remember when hinng any service, To protect you
and your assets, be sure hired services are Insured With Worker's
Compensation, may it be painters, electncians, Lawn Service, etc.
Thank you for calling Bay City Tree Service,lnc. to inspect your trees.
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
MAY-23-2006 12:23 AM
(g)r~
P.07
ProfeUlonal tree work 1D PU1ellu COWlty for over 20 yearsl
Nec8I.ary IbiDp to rem4ilmboro We ClllDot !!.ress Slrongl,y enough lhe:: importanllC': ofpTOtoctinS
rhe mot IlIY8tcm!l and overhead C8noptCS oftheac-treea.. S~ans lhcuJd bc-pl~ itl strategiC<,
IOf<atlon, reitell1ting thot NO dllt or malenulld. La bel ::ltored under a In:el Nothing is to be placed
iMide the parameter of~protectJve cham lInk- fenee-and eqwpmenl dnve:nJ must be reminded
to check the clcarl.l1ce oftheu cxtensions beforc dnvtna near a tree The leading cause of tree
los! during-constructton is human enor. We can protect the trees from insects, fungi, draught,
and starvation. but your employ~ mUll protect them from IU.cldcntl11 damllgc. Plcuc-give. them
the1r space Bad they will reWllrQ you with year. uf'beaulY and shadt':o
If you have any further questions, please feel free to call me at anytlme.
Smcerely,
DUMC Perkins, Certified Arbonst SO 1l09A
1 oday'. trt:c null: ftom your ccrhlil.!d arhotllt , ..
"We don't wnlk nn )lour rt~ Pltu~' don , ~t8nd un uur IvOI'l
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
~ \W5-4-15"-Fu-:>~-
1e- ~~ - Piannlng Department () LfO:l-9
o C ea a er 100 South Myrtle Avenue -,
~ Clearwater, Florida '(,756
-~ Telephone 7::'7-562-4567
u ~ Fax 727-562.4865
o SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION
o SUBMIT 14 COPIES OF THE ORiGiNAL APPLICATION mcludlng
1) collated, 2) stapled and 3) folded sets of site plans
o SUBMIT APPLICATION FEE $ LJ. "'""l b
CASE
DATE RECEIVED
RECEIVED BY (staff Initials)
A TLAS PAGE # a. '10 A
ZONING DISTRICT
LAND USE CLASSIFICAT'ON
SURROUNDING USES OF ADJACENT
PROPERTIES
NORTH
SOUTH
WEST
EAST
* NOTE 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS)
FLEXIBLE
- '.
.
EVELOPMENT APPLICATION
sed 12/30/2004)
-PLEASE TYPE OR PRlNT-
A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION' (Code Section 4-202.A)
APPLICANT NAME Fill t \... H 0 IJ 1" IV! ) 1 N t.
0'('-(",-> ~t.
MAILING ADDRESS "l. '-\ 0 ,
C LeAY'l.V"" -to( yo F L 1Jll, b
FAX NUMBER ~ "1."" -...... ~ '"l - I 4 'I "\
PHONE NUMBER '1 L. """\ - ...., <\ l.. ~ ~ 15 15 'S
PROPERTY OWNER(S) tA- ~ I ~ \-\OV.c ; v r ! IV c..
(Musllnclud e ALL owners a s listed oii1f, e deed - Pl'OVld e ongm al Sl gnalu reI s) on page 6)
AGENT NAME .-C of 0 V" ~ 00( S'r l...t.: \ l' J ~ ~ -( V-
MAILING ADDRESS L. '10 \ ~ V N t-l t ..pl.)"""" t Rd..
PHONE NUMBER ""1.. "1 - .... ~ \. - "I is' ~ ~
FAX NUMBER
CELL NUMBER
l".:-MAIL ADDRESS
C-l" ~ ~W~ t.fV" P L
)
") L "") - ') C\ "'1 - I '-t '1 "")
"3.]) 6"~
LEGAL DESCRIPTION
B. PROPOSED DEVELOPMENT INFORMATION. (Code Section 4-202.A)
Fet21J\Noot. CWe. C lea/wa.Jer
ea: woed TefYctU. t
STREET ADDRESS of subject site
La
PARCEL NUMBER
PARCEL SIZE
~q 'Z30 Sf
(acres, square feet)
( o~ 61 o.cm)
ORIGINflf.
DJ::,-r.i\II=r\
PROPOSED USE(S) AND SIZE(S) \ l.. A 'f 1\ r-\ t\.e.,j,..t
(number of dwelling ulllls hotel rooms or sQIJdre footage of nonresidentIal use)
MAR? Ii. 70nl1
DESCRIPTION OF REQUEST(S) if t-r A r. L A- 4 () l..u e !
Attach Sheets and be specific when IdentifYing the request (Include all requested code dEVIations
PIAI\JN1NG D!:.PA:<rfvH:Nl
cr:Y C-r: (':'!..[ A~t:I\"ATi=P
reducllon III reqUORtelNAbf par1(lng spaces specJfic use etc)
RECEIVED
JUN 2~ :0
PlANNING DE~_..~~~~
I
/
--..
DOES TH IS APPLI CA TI ON I NVOL VE THE TRANS FER OF DEVELOPMENT RI G HTS (TO R), A PREVIOUSLY APPROVE 0 PLANNE 0 UN IT
DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES ~ NO _ (If yes, attach a copy of the applicable
documents)
C PROOF OF OWNERSHIP (Code Section 4-202 A.5)
D( SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see
page 6)
D WRITTEN SUBMITTAL REQUIREMENTS (Code Section 3-913 A)
o ProVIde complete responses to the SIX (6) GENERAL APPLICABILITY CRITERIA - Explam how each cntena IS achieved, In detail
The proposed development of the land WIll be m harmony WIth the scale, bulk, coverage, denSity and character of adjacent properties m which It
IS located - \ ~ .( -l.. .. 'd r" 'I
, 1"'\ ,W \ \ \:, ~ A ~\,J e S rc r ~ b V \ i.....) 0 ~ ! 1/"'\ t ~.,..
SI'Z~ <:l\-' ~~\\kt "\e 0\"-(........ ~f,..\-"tYl-#.#J1 bu~ \di-.l~l c)tV
; "t ~ ~ M -{ ~ tY'<t-t.t
2 The proposed development WIll not hmder Of discourage the appropnate development and use of adJacent land and bUlldmgs or SIgnificantly
ImpalrthevaJuethereof As -1\ \~ ,,~ i~-t ~~t"""\~ fJAtV\"'-( ~ s',-z..fI 0 t
oi"~Ur' '00'\ \d.i,lIJ~t 0,,", ;\....~'t ~'i""~"'f..t ~ AS irt C{~(!'~""' ,r
o.~\t-t Ait""A-~..:t,..,(' -it ~houl~ 1A)C.y.(~J'f lh-( v,,{v..t or ~ A\""'t1\
'I }
3 The proposed development WIll not adversely affect the health Of safety Of persons resldmg or WOI1(:lng m the nelghborhood of the proposed
use "11 ",,;\1 .....t Acid. fl."~ {:~:~"'T .-t\..~t w.~ld Jl.<lv.r..l.,
]J:'f~ 'i L.. of \.,t A \ 'th ~y. ~ t S- ~t rJ~ \ ~ boV'~ .
4 The proposed development IS designed to mlmmlZe traffic congestion
GU ~ ~t~..t-t.t 'fPrrk;,.,..~ '* At. t \ "\ \~ o~l,> ,,,-,)(1,,.(
. " t "'" ~ \ \ IV C) t Ad J i e ,. 1f"o A r: ~ \t. r~ 0 IIJ (.t l t " _ u
, J
5 The proposed development IS conSIstent WIth the community character of the ImmedIate VICInity of the parcel proposed for development
1 ~ A III ~ t \.... ; <oJ ~) ""t ~ ~ 4 -t V t.l a f '" (' IV i" w; \l b -( A .t -tot f V ~
~V'B~ l"'~ 0;-',(,\,0. ~\>I\.V'tf""\'(""i'-";,, j\-t. AV''fA.
A '; "f\ \... A r
A\>,..,..,..'" t""\.p~ "1.r
6 The deSign of the proposed development minimiZeS adverse effects, mdudmg VIsual, aooushc and olfactory and hours of operation Impacts,
on adjacent properties 1 "'. -t.. t ~ \' k
\... AN cl V ~ t
\;~ 'cLo \c. \1.)\
,\....t.
o ProVide complete responses to the applicable fleXibIlity cntena for the speCific land use as listed In each Zonmg Dlstnct to whIch the waiver IS
requested (use separate sheets as necessary) - Explain !l2X! each cntena IS achieved In detail
ORIGINAL
---... ------
/~
I
~~~:~
~i:Ci:iv';:(J
t~1A~ 2 IJ ZOQE
..... ....'" \ ,......""t:"... ~ ....j"'l'l.
J"'-I..J'\.l~ll,f n....\;T r.Jt. 1 r..n..l. n. I ..,
PLANNING DEPARTMENl'':HY 01: CL[JI~\f1,'AfU<
Page 2 of 6 - FleXible Standard Development Appllcatlfl%Sl S~~~~~~er
JUN 2 6 20Uij
,.,~
E STORMWATER PLAN SUBMITTAL REQUIREMENTS (City of Clearwater Storm Dramage Design Cnterla
Manual and 4-202 A 21)
A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS All applicallons that Involv
addition or modlficallon of ImpeNIOUS surface, Including bUildings, must Include a storm water plan that demonstrates compliance with
the City of ClealWater Storm Drainage Design Cntena manual A reduction In Impervious surface area does not qualify as an exemption
to thiS reqUirement
If a plan IS not required, the narrative shall provide an explanation as to why the site IS exempt
a/
X
~
At a minimUm, the STORMWATER PLAN shall Include the followmg
EXisting topography extendmg 50 feet beyond all property hnes,
Proposed grading Including fimshed noor elevations of all structures,
All adjacent streets and mumClpal storm systems,
Proposed stormwater detentlon/retentlOll area including top of bank, toe of slope and outlet control structure,
A narrative descnblng the proposed storm water control plan including all calculallons and data necessary to demonstrate compliance WIth the
City manual
Signature and seal of Flonda Registered ProfesSional Engineer on all plans and calculations
~
COpy OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL
(SWFWMD approval IS reqUired pnor to Issuance of CIty Budding Permit), If applicable
o
Acknowledgement of stormwater plan reqUirements (ApplIcant must Inlbal one of the follolNlng)
(~ r. Stormwater plan as noted above IS Included
Stormwater plan IS IIDt required and explanation narrabve IS attached AI a minimum a grading plan and finished floor elevations shall
be prOVided .
CAUTION -IF APPLICATION REVIEW RESUl T5 IN THE REQUIREMENT FOR A STORMWATER PLAN AND
NONE HAS BEEN SUBMITTED. APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY
OCCUR
If you have quesbons regardIng these requirements. contact the ClIy Public Wol1c:s AdmmlStratlon Englneenng Department at (727) 562--4750
F, SUPPLEMENTAl SUBMITTAL REQUIREMENTS: (Code Section 4-202A)
o SIGNED AND SEALED SURVEY (lncludmg lega! descnptlon of property) - One original and 14 copies,
o TREE SURVEY (lOcludlng eXIsting trees on site and WIthin 25' of the adjacent SIte. by speCIes, sIZe (DBH 4" or greater), and location,
including dnp lines and indIcating trees to be removed) - please deSign around the eXlstmg trees,
g./' lOCATION MAP OF THE PROPERTY.
o PAR MAND STUDY In conJunction WIth a request to make deVlallons to the parking standards (Ie Reduce number of spaces) Pnor to
t ubmlttal of thIS application, the methodology of such study shall be approved by the Community Development Coordinator and shall be In
accordance WIth accepted traffic englneenng pnnclples The findings of the study WIll be used In determining whether or not deVIations to the
pal1c:mg standards are approved,
~ GRADING PLAN, as applicable,
....<
o PRELIMINARY PLAT, as required (Note BUIlding pennlts WIll not be ISSUed until eVIdence of recordmg a final plat IS proVIded).
1
a COpy OF RECORDED PLAT, as appltcable,
G
SITE PLAN SUBMITTAL REQUIREMENTS (Section 4-202.A)
RECEIVED
o SITE PLAN WIth the follOWIng mformatlon (not to exceed 24" x 36")
X All dimenSions,
..u North arrow,
~ Englneenng bar scale (minimum scale one Inch equals 50 feet), and date prepared,
--.k Location map,
_ Index sheet referenCing indIVidual sheets Included 10 package,
]\g, Foolpnnt and size of all EXISTING bUildings and structures,
~ Footpnnt and size of all PROPOSED bUIldings and structures
~ All required setbacks,
-V All eXlstmg and proposed pOints of access,
~ Air reqUIred Sight tnangles,
~ Identlficailon of enVIronmentally unique areas, such as watercourses, wetlands, tree masses, and speCImen
trees, including descnptlon and location of understory ground cover vegetation and WIldlife habitats etc,
ORIGINAL
JUN 26 2006 RECEIVED
PLANNING DEPAR~~T2 Ll 2006
CITY OF Cl~J(.M~fG DEPA:<TMH\lf
Cny OF Cl t:/'.,RWAlrf<>
Page 3 of 6 - FleXible Standard Development Application 2005- City of ClealWater
o SITE DATA TABLE for eXisting, reqUired, and proposed development, In wnttenltabular form
~ Land area In square feet and acres,
...JL Number of EXISTING dwelling Units,
~ Number of PROPOSED dwellmg Units,
..J.::::" Gross floor area devoted to each use,
X Parking spaces total number, presented In tabular form WIth the number of reqUired spaces
_ / Total paved area, mdudlng all paved parking spaces and dnveways, expressed In square feet and percentage of the paved vehicular area
X Size and species of all landscape malenal,
Official records book and page numbers of all eXisting utility easement
BUilding and structure heights,
Impermeable surface ratio (J S R ), and
Floor area raho (F A R ) for allllOnresldentlal uses
V
-7
v
;/'
~
v
~
.---LL.'"
.JC:':
v
~
'"
Locallon of all public and pnvatl "ments,
Location 01 all street nghts-of-way Within and adjacent to the Site,
Location of eXisting public and pnvate utilities, Including f!1e hydrants, storm and sanitary sewer hnes manholes and 11ft stations, gas
and water lines,
All parking spaces, dnveways, loading areas and vehicular use areas,
Depiction by shadmg or crosshatching of all required parking lot Interior landscaped areas,
locallon of all solid waste containers, recycling or trash handling areas and outSide mechanical eqUipment and all required screening {per
Section 3-201(0)(1) and Index #7D1},
localion of all landscape matenal,
Location of all onSlte and off site storm-water management faCIlities,
location of all outdoor lighting fixtures, and
Location of aU eXisting and proposed Sidewalks
ORIGINAL
RECEIVI:D
o
~ REDUCED S!TE PLAN to scale (8 'I.. X 11) and color rendenng If possible,
MAR 2/} 2006
FOR DEVELOPMENTS OVER ONE RE, provlde the follOWIng addllional information on SIte plan
One-foot contours or spot elev ons on Site,
Offslle elevations If reqUired evaluate the proposed stormwater management for the parcel,
All open space areas,
location of all earth or ter retalrnng walls and earth berms,
lot hnes and bUlldlflg es (dimenSioned),
Streets and dnves menSloned),
BUlldlflg and stru ral setbacks (dimenSioned),
Structural ove ngs,
Tree Invento ,prepared by a "certified arbonsf, of all trees 8" DBH or greater, reflecting Size, canopy (dnp fines) and condition of such trees
PLANNlNG D[f"ARfMENT
CITY OF Cl..:I1RWA1ER
H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4~1102 A)
[J V""
~
~
..J.C"
~
-----lL"
v
~
.J:::
.....v
...k:'
~
~
V
--
RECEIVED
lANDSCAPE PLAN
All elllstmg and proposed structures,
Names of abutttng streets,
Dralflage and retenbon areas Includlflg swales, Side slopes and bottom elevabons,
Delineation and dimenSions of all reqUIred penmeter landscape buffers,
Sight VISibility tnangles,
Delrneallon and dimenSions of all parking areas Including landscaping Islands and curbmg,
Proposed and reqUired parking spaces,
Exlstlng trees on-site and Immediately adjacent to the Site, by species, sIZe and lOcations, Including drlphnes (as indIcated on
required tree survey),
Plant schedule With a key (symbol or label) indIcating the Size, descnptlon, specifications and quantJlles of all eXisting and proposed
landscape matenals, including botamcal and common names,
location, Size, and quantllles of all eXlshng and proposed landscape matenats, mdlcated by a key relating to the plant schedule,
Typical planting details for trees, palms, shrubs and ground cover plants including mstructlons, SOil mIxes, backfilling, mulctung and
protective measures,
Intenor landscaping areas hatched and/or shaded and labeled and intenor landscape coverage, expressmg In both square feet and
percentage covered,
Condlllons of a prevIous development approval (e 9 condlllons Imposed by the Commumty Development Board),
Imgatlon notes
JUN 26 2006
PLANNING DEPARTMENT
CllY OF CLEARWATER
REDUCED LAN DSCAPE PLAN to scale (8 Y, X 11 ) (color rendenng If possible),
--(] ~I Oil. TION ..fll.Af'\l (required for level two and three approval),
o COMPREHENSIVE LANDSCAPE PROGRAM a ppli callon , as applicable Landscape associated With the ComprehenSive
Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code Will not be met
Page 4 of 6 - FleXible Standard Development Application 20D5- City of Clearwater
BUILDING ELEVATION PLAt-.. ....uBMITTAL REQUIREMENTS (Section .,.-202 A 23)
Required In the event the application mcludes a development where design standards are In Issue (e g Tounst and Downtown Dlstncts) or as part
of a Comprehensive Infill Redevelopment Project or a Resldentlallnfill Project
~BUILDING ELEVATION DRAWINGS - all Sides of all bUlidmgs including height dimenSions. colors and matenals,
o
REDUCED BUILDING ELEVATIONS - four Sides of bUilding Wlth colors and matenals to scale (8 Yo X 11) (black and white and color rendering, If
possible) as reqUired
J
SIGNAGE (DIVISIon 19 SIGNS I Section 3-1806)
o
ki,EXISTING ~lng and attached signs, PrOVide photographs and dImenSIons (area. height. ete), indicate whether they Will be removed or
to rel1!~1n //
All PR9P6s~freestandlng and attached Signs, ProVIde details Includlllg location, Size, height, colors, matenals and draWlng freestanding signs
shallmclude th !reet address (numerals)
/
~prehenslve Sign Program application, as applicable (separate application and fee reqUIred) ORIGINAL
RECEIVED
o
o
o
Reduced slgnage proposal (8 Y.i X 11) (color), If submlttmg ComprehenSive Sign Program appllcallon
MAI~ 2 /1 2006
K
TRAFFIC IMPACT STUDY: (Section 4-202 A.13 and 4-801,C)
PLANNING DEPARTMENT
CI'iV Ot: CLlARWATER
o
Include If reqUired by the Traffic Operations Manager or hls/her designee Of If the proposed development
. Will degrade the acceptable level of selVlce for any roadway as adopted III the ComprehensIve Plan
· Will generate 1DO or more new vehicle directional tnps per hour and/or 1000 or more new vehlde tnps per day
· Will affect a nearby roadway segment and/or IntersectIon Wlth five (5) reportable accidents WIthin the pnor twelve (12) month paned or that IS
on the City'S annual list of most hazardous mtersectlons
Top generatJon shall be based on the most recent edition of the Institute of Transportation Engtneer's (ITE) Tnp General Manual
The Traffic Impact Study must be prepared m accordance Wlth a .SCOPlng Meet!ng' held with the Traffic Operabons Manager and the Plannmg
Department's Development ReVIew Manager or theJr deSignee (727-562-4750)
Refer to Section 4-801 C of the Commumty Development Code for exceptions to thiS requirement
I:l Acknowledgement of traffic Impact study reqUirements (Applicant musllllltlal one of the followmg)
Traffic Impact Study IS Included The study must IIlclude a summary table of pre- and post-ctevelopment levels of Service for all roadway
legs and each turning movement at all mtersectlons Idenbfied In the Sooplllg Meeting
~ Traffic Impact Study IS not reqUired
CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND
NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY
OCCUR
If you have questIons regardlllg Ihese reqUirements, contact the City Public Works Admllllstratlon Engmeenng Department at (727) 562-4750
l. SIGNATURE
r, the undersigned, acknowledge that all representations made In thiS
application are true and accurate to the best of my knowledge and
authonze City representatives to VIsit and photograph the property
descnbe III thiS appli tlon
.
ORIGINAL
EIVED
of
PlANNING DEPARTMENT
CITY OF CLEARWATER
"'~-;:;'~'~;"" BERNADffT( ~1 BARRHT
ff:.flA ^'<~ MY COMM'<;SI(1N It OD 284556
:~;c& .;.~ EXPI8E~ Morell 920GB
...........;J~j\I~~~,,"'..... BDnrh.w IJvu NOlat'lrl Pubtl1:: Undelwnter!j
JUN 2 6 2006
Page 5 of 6 - FleXible Standard Development Application 2005- C1t
AFFIDAVIT TO AUTHORIZE AGENT
--
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please PRINT full names)
) ~ d. e ,I) l'
That (I am/we are) the owner(s) and record hUe holder(s) of the following descnbed property (address or general location)
\L.~ Fhl'lV......,.od f.\v~
2 That thiS property conslitutes the property for which a request for a (descnbe request)
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3
That the undersIgned (has/have) appointed and (does/do) appomt
n t 1\...,. bo !-\-V'-d.
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as (hlsfthelr) agent(s) to execute any petitions or other documents necessary to affect such petitIon,
4 That thIs affidaVIt has been executed to induce the City of Clearwater, Flonda to consider and act on the above descnbed property;
5 That site VISItS to the property are necessary by CIty representatIves In order to process thiS appllcahon and the owner authonzes CIty
representatives 10 VISit and photograph the property descnbed In thIS appflcabon,
6 That (JIwe), the undersigned authonty, hereby certIfy Ihat the foregOing is true and correct
Property Owner
Property OWner
STATE OF FLORIDA,
COUNTY OF PINEllAS
My CommISSion Expires
~~ Lindsey ~j
· ~ · "'''Y Commls~ucm DD3S5664
1; ". ~'1 Expll9S October 24 2008
\
~~, the unmrsl n an officer duly commlsslo by the laws of Ih
- , personally appeared
Deposes and says that h she fully understands the contents 0 t
ORIG!NAL
RECEIVr-D
S IPlannmg DepartmenMppilcatlon Forms\developmenl feVlewilex,ble standard development applll:'&QBI~
"'feE/lIED
JUN 2 f) 2006
PlANNING 0
CITY EPARTMENT
OF CL~WATER
f'4AR 2 Ii 2006
PlJI.-hll"ll: ~G DEPAI7:11V1[Nl
Cr,y OF CL[P,l<WATrR
Page 6 of 6 - FleXJble Standard Development Application 2005-- City of Clearwater
....
~
\ CITY OF CLEARWATER
PLANNING DEPARTMENT
MUNICIPAL SERVICES BUILDING
100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
WWW MYCLEAR WATER COM
'S~ r MruJ..tv- jJOrr, e o.J t!-
VI-, ('.f-) 1/fJN-/
~ Clearwater
Apnl 03,2006
George Schelttnger
2701 Sunset Pomt Rd
Clearwater, Fl33759
RE FLS2006-03017 -- 165 FERNWOOD AVE -- Letter of Incompleteness
Dear George ScheItmger
The Plannmg Staffhas entered your application mto the Department's filing system and assigned the
case number FLS2006-03017 After a prelllmnary reVIew of the submItted documents, staff has
detennmed that the applIcatIOn IS Incomplete with the followmg comments
/ V~'({t.;.>V
/ Affidavit to authonze agent has not been completed ~
~tormwater sectIOn E must be completed
Per SectIon F A SIgned and sealed survey IS reqUIred
/ Pcr SectIOn F A tree survey IS reqUIred
,5 Per SectIOn G A sIte plan with all the requIrements listed must be submItted Items submitted
~re not legIble
'-, - er SectIon H A landscape plan wIth all the reqUIrements must be submItted
", Per SectIon G Scaled bUIldmg elevatIons mc1udmg color and matenals are reqUIred
/
Section 4-202 of the Commumty Development Code states that If an apphcatIon is deemed
Incomplete, the deficiencIes of the applIcation shall be speCified by Staff No further development
review actIOn shall be taken untIl the deficIencIes are corrected and the applicatIOn IS deemed
complete Please resubmIt by Noon, Fnday ApnI 7, 2006
If you have any questIOns, please do not hesItate to contact me at 562-4567x2504 or
Scott Kurleman@myc1eanvater com
Smccrely yours,
l iV~ 0!ltlt-
Scott Kurleman
Planner II
-- ~
Leller of Incompleleness. 11.;"2006-030/7. 165 Fl:J/NWOOD A VE
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CITY OF CLEARWATER
PLANNING AND DEVELOPMENT SERVICES
MUNICIPAL SERVICES BUILDING
100 SOUTH MYRTLE AVE CLEARWATER, FLORI DA 33756
PHONE (727) 562-4567 FAX (727) 562-4576
CASE SUMMARY
FLD2006-04029
165 FERNWOOD AVE
FAITH HOUSING INC
(1) Flexible Development approval to allow 12 attached dwellings In the Medium Density Residential District (MDR) with a
reduction to the front (west) setback from 25 feet to 6 75 feel (to pavement) and a deviation to eliminate a four foot high
fence screening the off.street parkIng, as a Resldenllallnfill Project under the provIsions of Section 2-304 G, (2) A
reduction to the landscape buffer along Fernwood Avenue (west) from 10 feet to 6 75 feet (to pavement), along the north
property line from 10 feet to five feet (to retention pond), and along the south property line from 10 feet to five feet (to
pavement), as a Comprehensive landscape Program under the provIsions of Section 3-1202 G, and (3) Transfer of
Development Rights of two Units from 2077 Palmetto Street, under the provIsions of Seclion 4-1402 (TDR2006-04030)
PEOPLE
Role
Other
CLEARWATER NEIGHBORHOODS
COALITION
SONDRA KERR PRES
POBOX 8204
CLEARWATER, FL 33758
FAITH HOUSING INC
2401 DREW ST
CLEARWATER, FL 33765
GEORGE SCHEITINGER
2701 SUNSET POINT RD
CLEARWATER, FL 33759
Own er/Property
Other
FEES
FleXible Commercial
Assessed Amount
$730 00
Total $73000
Amount Paid
$73000
$730 00
CONDITIONS
All conditions must be met before a permit can be Issued
PHONE No Phone
FAX No Fax
PHONE No Phone
FAX No Fax
PHONE 727-796-7555
FAX 727-797-1477
Balance Due
$000
$000
r \Forms\lnfoSummary rpt
~
9:55 am
Case Number FLD2006-04(JL.9 -- 165 FERNWOOD A VB
r
Owner(s):
Faith Housmg Tnc
2401 Drew St
Clearwater, FI33765
TELEPHONE No Phone, FAX No Fax, E-MAIL No Emml
LocatIOn 067 acres located on the east slde of Femwood Avenue approxImately 120 feet south of the IDlersectlOn of
Drew Street and Fernwood Avenue
Atlas Page: 290A
ZOning Dlstnct: I, InstitutIOnal
Request Flexible Development approval to allow 12 attached dwellings In the MedlUm Density ResIdentIal DIStllct
(MDR) wIth a reductIOn m the front (west) setback from 25 feet to SIX feet nme mches (to parkmg lot) u~r
the provISions of SectIOn 2-304 G and a reductIOn to the land~cape buffer on the west property Ime from 10
teet to SIX feet nme Inches (to parkmg lot), on the north property line from 10 feet to five feet, and on the
south property lme from [0 feet to five feet <IS <I ComprehensIve Landscape Program under Iht provlslOns 01
-------- , ,l'fIl ~~ at SectIOn 3 -1202 G
Proposed Use: Attached dwellmgs
Neighborhood Clearwater Neighborhoods CoalitIOn
AssoelatlOn(s): Clearwater, F133758
POBox 8204
TELEPHONE No Phone, FAX No Fax, E-MAIL No Emall
Presenter: Scott Kurleman, Planner 11
Attendees Included: Staff Scott Kurleman, Nell Thompson, Scott Rice, RICk Albee
Applicant
The DRC reviewed tins applicatIOn with the followmg comments.
General Engmeenng:
I Poor to CDB
'1 Turnmg radn at all dove ways shall be a mlDUTIUm of 30 feet per City of Clearwater Contract
SpeClficatJons and Standards Index # 108
2 Delete dumpster detail from Sheet CV -022 as It does not conform to Clty standards
3 A utilIty plan shall be prov1ded showmg all eXlstlllg public and private utllJt1es (Commumty
Development Code 4-202)
4 Show on the utlhty plan proposed utlhty connections to City water and samtary sewer service
Poor to bUlldmg permit
1 Show all City det3lls applicable to this project The CIty's ConstructIOn Standards and UtJhty
lnfonnatlon can be found on our web site
www myclearwater comlgov/depts/pwa/engm/PloductlOnlstddetllndex asp
2 An engmeenng easement mspectlOn shall be obtamed pnor to constructIOn ofbulldmg
foundatIOn
3 Sidewalks and Sidewalk ramps adjacent 10 or a part of the project shall be deSIgned and
constructed consistent WIth City of Clearwater Contract SpeCificatIOns and Standards Index # 109,
mcludmg the A D A (Truncated domes per DOT Index #304 )
4 Bong all substandard Sidewalks and Sidewalk ramps adjacent to or a part of the project up to
standard, mcludmg A D A (Truncated domes per DOT Index #304 )
5 The CIty of Clearwater Will prOvide water t<lp, (Clearwater Code of Ordmances SectIOn
32 095), set the water meter (Clearwater Code of Ordmances Section 32 096) and set the
B F P D (back flow preventor deVice) The applicant IS responSible for the water mam extcn~lOn
from the tap to the deVice Apphcant IS also responSible for all aSSOCiated fees and all other
mstalla tlOn fees
\Jeneral Note If the proposed project necessitates mfrastructure modificatIOns to satisfy
site-specific water capac1ty and pressure reqUirements and/or wastewater capaClty reqUirements,
the modlficatlOns shall be completed by the applicant and at their expense If underground water
maIns and hydrants are to be mstalled, the mstallatlOn shall be completed and m service pnor to
construction m accordance "v1th fue Department reqUirements
General Note DRC review IS a prerequIsite for BUlldmg Penmt ReView, additIOnal comments
may be forthconung upon subnuttal of a BUlldmg Permit ApplicatIOn
Development ReView Agenda - Thursday May 4, 2006 - Page 6
Environmental:
Provide soil bonng data for pond
2 On Sheet cvao, label controlled structure detail as 8-2 To clanfy please proYlde a cross
sectlOn through the stormwater delentlOn area at the locatIOn of the outfall structure The detail
shall depict the seasonal high water level, the nonnal water level or pond bottom elevatIOn If It IS
a dry detentIOn pond, water quality level, design high water level and 6 Inches of freeboard to the
top of bank
3 Clanfy Ifpond IS wet or dry Cross sectIOns on Sheet CVOO indicate Donnal pool water level
of 47 37 and sand grown sod at elevatIOn 47
All of the above to be addressed pnor to DO
r
The following to be addressed pnor to bUilding pernut
I ProVide detatl of he- In at northeast corner of pond to the eXisting 48" RCP
Fire:
I 30' radIUs at curb cuts from street, show pnor to COB
2 BUlldmg to have fire spnnkler system and fire alarm sytcm Acknowledge pnor 10 CDB
3 Show the locatIon of fire hydrant wlthm 300' ofbUlldmg fO! fire fightmg Show pnor to COB
4 Fire Department ConnectIOn to bc 15' from bUlldmg With file hydrant for the system
Acknowledge pnor to COB
Harbor Master.
I No Issues
Legal:
1 No Issues
Land Resources:
Development ReView Agenda - Thursday May 4, 2006 - Page 7
Show the actual ~ __ canopies of all of the trees on all of the cIvil\-_ _.s pnor to 0 0
Show the locatIOns ofthe proposed utlhtles, samtary, water and electrIC, from their ongm to the
proposed structure All util1ties should be directed away from the canopies of the trees to be
preserved If this IS not possible root prumng will be reqUired If mstalled utlhzmg mecharucal
eqUipment Add!tlOnal comments may be fortpcommg once this data IS received and reviewed
ProVide pnor to 0 0
The 1-2 foot cut at the edge of pavement east ofthc tree" along Fernwood IS too close and too
severe Raise the grades so the 8" base IS ON GRADE and proVide an aeratIOn system under the
canopies of the trees ProVide pnofJth 0 0
Show the swale to be duected away from the 30" oak tree on the east property lme ProVide
pnor to 0 0
ProVide a Tree PreservatIOn Plan prepared by a certified arbonst, consultmg arbonst, landscape
architect or other speClahst m the field of arbonculture ThiS plan must show how the proposed
bUlldmg, parkmg, stormwater and utll1tles Impact the cntlcal root zones (dnp hnes) of trees to
be preserved and how you propose to address these Impacts Ie, crown elevatmg, root prunmg
and/or root aeration systems Other data requll ed on thiS plan must show the trees canopy hne,
actual tree barncade hrmts (2/3 of the dnp hne and/or 111 the root prune hnes If reqUired), and
the tree barncade detail And any other pertment mfomutlOn relatmg to tree preservation
ProVide pnor to bUlldmg pemut
Show the actual tree canopies of all of the trees on all of the CIVil plans pnor to COB
Show the 10catlOI1s of the proposed utilities, samtary, watcr and electnc, flOm their ongm to the
proposed structure All utilities should be directed away from the canopies of the trees to be
preserved If thiS IS not pOSSible root prunmg will be reqUired If 1I1stalled u tlhzlI1g mechamcal
eqUipment Addl!lOnal comments may be forthcormng once thIS data IS received and reviewed
PrOVide pnor to COB
The 1-2 foot cut at the edge of pavement east of the trees along Femwood IS too close and too
severe Raise the grades so the 8" base IS ON GRADE and proVIde an aeration system under the
canopies of the trees ProVide pnor th CDS
Show the swale to be directed away from the 30" oak tree on the east property lme PrOVIde
pnor
taCOS
..... 'No.- ProVide a Tree PreservatlOn Plan prepared by a certified arbonst, consultmg arbonst, landscape
~ architect or other speCialist 111 the field of arbonculture ThiS plan must show how the proposed
bUlldmg, parkmg, stormwater and utihties Impact the cntlcal root zones (dnp hnes) of trees to
be
preserved and how you propose to address these nnpacts Ie, cro\','ll elevatmg, root pnmmg
and/or root aeratIOn systems Other data reqUired on thiS plan must show the trees canopy hne
actual tree barncade limits (2/3 ofthe dnp lme and/or m the root prune hnes IfreqUlred), and
the
tree barncade detail And any other pertment mfonnatlOn relatmg to tree preservatIOn ProVide
pnor to bUlldmg peml1t
Landscapmg
1 Subrmt a landscape plan that complies With SectIOn 3-1202
Parks and Recreation'
1 SIte data table - needs to reflect the current condltlons of the property as we 11 as the proposed
project Open space/recreatIOn Impact fees are due pnor to Issuance ofbUlldmg permits or final
plat (If apphcable) whIchever occurs first These fees could be substantial and It IS _
recommended that you contact Art Kader at 727-562-4824 to calculate the assessment
Stormwater:
.~
'"
'\
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I
~
~
~
'So....
'i
~
Development ReView Agenda - Thursday, May 4,2006 - Page 8
Pnor to COB the 'v'llowmg comments are to be addressed
I) Provide a copy of the drainage calculatIOns per SectIOn E oHhe slle plan submmal
I eqUlrements
2) RetaUllllg walls for stormwater ponds are not pernutted except as speCifically applOved due
to reason of undue hardshiP (Storm Dramage Design Cntena Page 6) In no cIrcumstances may
vertical walls be pernutted adJ3Gcnt nghts-of-ways, along property boundanes or along more
than two sides of the pond Revise pond to have 4 I (honzontal to vertical) slde slopes or
proVide JustificatIOn that demonstrates hardship and revise design III accordance With above
reqUirements
Pnor to Issuance of a bUlldmg pennlt
1) ProVide a copy of the approved SWFWMD peftTl1t
2) Please contact Earl Barrett, Real Estate Services Manager @ (727)562-4794 to dedicate the
18 foot WIde dramage easement for the eXlstmg 48" storm pipe
Solid Waste'
...... I That dumpster enclousure(s) needs to be constructed to City specificatIOns And spec sheet
shO\vn on detail sheet
Space needed for recycling bms (outside) enclosure can be plaGed along side enclosure wall
With 4" high screemng of carts
Traffic Engmeenng:
I Show distance (feet) between Drew StreetlFernwood Avenue intersectIOn and the north
proposed dnveway Distance must be 125 feet per Clearwater Commumty Development Code
SectIOn 3-1402
2 ProVide handicap parkmg stall and Slgn detaIls compliant With CIty standards (Part C SuJIon
100, Index No 118)
3 ProVide an accessible path from a bUlldmg's accessible entrance to a public
sidewalk compliant With Flonda Accesslblltty Code for BUlldmg ConstructlOn Chapter] I,
SectIOn 11-4 3 2
4 Remove any objects ll1s1de the Sight vlSlbillty triangle no.~etlng the cntena establ1shed in
the City'S Commwuty Development Code, SectIOn 3-904 I e llarkmg space
All of the above to be addressed pnor to aDO 3t::t Q... ~ I
General Note(s)
1) Comply wlth the current Transportatlon Impact Fee Ordmance and fee schedule
2) DRC reVIew IS a prerequlSlte for BUlldlllg Pernut ReView, additIOnal comments may be
forthcommg upon subll1lttal ofa BUlldlllg Permit ApplicatIOn
Plannmg.
~ Per SectIon H A landscape plan With all the requnements must e subll1ltteu
2 Per SectIon G Scaled bUlldmg elevatIOns mcludmg color an matena are requued
~ ProVide responses to Reslclentlallnfill Cntena
'4 Need survey\ of FaIth Umted Church ~Q... DJl..e.,./ ~ 0..s ~
5 ProVide reqUired Items for the Transfer ofDeveiopment Rlghts
~ Site plan sheet CVOO has two scales, remove the Incorrect one
Other
No Comments
Notes' 15 copies of reVised plans and other reqUirements must be subrmtted by noon, 5/1112006
Development ReView Agenda - Thursday, May 4, 2006 - Page 9
<LeI ~~ CITY OF CLEARWATER
~ earwater P LANNIN G DE PAR TME NT
MUNICIPAL SERVICES BUILDING
100 SOUTH MYRTLE A VENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
WWW MYCLEARWATERCOM
u
May 02,2006
George Scheltmger
2701 Sunset Pomt Rd
Clearwater, Fl 33759
RE FLD2006-04029 n 165 FERNWOOD AVE n Letter of Completeness
Dear George Scheltmger
The Plannmg Staff has entered your applicatIon mto the Department's filmg system and assigned the
case number FLD2006-04029 After a prelImmary reView of the submltted documents, staff has
deterrnmed that the applIcatIon IS complete
The Development Review Committee (DRC) wIll review the applIcatIon for sufficiency on May 04,
2006, m the Planmng Department conference room - Room 216 - on the second floor of the
Mumclpal Services BUlldmg The bmldmg IS located at 100 South Myrtle Avenue m downtown
Clearwater You will be contacted by the Planmng Department's Admllllstratlve Analyst wlthm one
week pnor to the meetmg date for the approxImate tIme that your case will be reviewed You or your
representatIve (as applIcable) must be present to answer dIlY questlOns that the ORC may have
regardmg your applicatIOn AdditIOnal comments may be generated by the DRC at the time of the
meetmg
If you have any questlOns, please do not heSItate to contact me at 562-4567x2504 or
Scott Kurleman@myclearwater com
Smcerely yours,
Scott Kurleman
Planner II
LellerofCompleleness - FLD2006.04029. /65 FFRNWOOD A VE
o
CITY OF CLEaRWATER
PLANNING DEPARTMENT
MUNICIPAL SERVICES BUILDING
100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
WWW MYCLEARWATERCOM
~ Clearwater
Apnl 03,2006
George Scheltmger
2701 Sunset Pomt Rd
Clearwater, FI 33759
RE FLS2006~03017 -- 165 FERNWOOD AVE -- Letter of Incompleteness
Dear George Schel tmger
The Planmng Staff has entered your applicatIOn mto the Department's filing system and assIgned the
case number FLS2006-03017 After a prehmmary reVIew of the submitted documents, staffhas
detenmned that the apphcahon IS Incomplete With the followmg comments
I AffidaVIt to authOrIze agent has not been completed
2 Stormwater section E must be complcted
3 Per Sechon F A sIgned and sealed survey IS reqUIred
4 Pcr SectIOn F A tree survey IS reqUired
5 Per SectIOn G A site plan WIth all the reqUIrements IIstcd must be submitted Items submItted
are not legIble
6 Per SectIOn H A landscape plan WIth all the reqUirements must be submitted
7 Per SectiOn G Scaled bUlldmg elevatIOns mcludmg color and matenals are required
SectIOn 4-202 of the Commumty Development Code states that Ifan apphcahon IS deemed
mcomplete, the deficiencies of the applicatiOn shall be specified by Staff No further development
reVIew achon shall be taken unhl the deficIenclcs are corrected and the applIcatIOn IS dcemed
complete Please resubmIt by Noon, Fnday Apnl 7,2006
If you have any questIOns, please do not hesItate to contact me at 562-4567x2504 or
Scott KurIeman@myc1earwater com
Smeerely yours,
l~ c5;JL~
Scott Kurleman
Planner II
Leller of Incompleteness. nS2006-030 J 7 - 165 FERJ-IWOOD A VE
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Map Name
Owner Faith Housing Inc
SItes 165 Femwood Avenue
Case
FlD2006-Q4029
0.67
Atlas
Pa e
PINS
290A
18-29-16924264-Q06-Q030
S \Planmng Department\C 0 B\FLEX (FLD)\Pendlng cases\Revlewed and Pendlflg\Femwood -165 FQJtl1
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S \Plannmg Oeporlment\C 0 B\FLEX (FLD)\Pendmg cases\Revlewed and Pendmg\Femwood -/65 Faith
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165 Fernwood Avenue
Case
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0.67
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290A
1~29-16-24264-Q06-o030
S \Plannmg Department\C D B\FLEX (FLD)\Pendmg cases\Revlewed and Pendmg\Fernwood .165 Faith
HOUSIng (I) 5-04-06 SK\maps\Map Request Form doc
Flexible Development Application - Map Request
Planner Name Scott Kurleman
Case Number FLD2006-04029
Date Requested May 9,2006
Date Requested for (date) May 18,2006
Maps Requested
[g] Location Map
L8J Aenal Map
[g] Future Land Use Map
[g] Zoning Map
[g] EXisting Surrounding Uses Map
Required Documents to be submitted to Engineering
[g] Legal Descnptlon
[g] Survey
[g] Map with Proposed Site Highlighted
Map Name
Owner FOlth Housing Inc
Sites 165 Fernwood Avenue
Case FLD2006-04029
Property 067
Slze[Acres)
A flas 290A
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PINS 18-29-16-24264-006-0030
5 \Plannlng Department\C 0 B\FLEX (FLO! \Pendlng cases\Revlewed and Pendlng\Fernwood -165 Forth
Housrng (I) 5.04.06 SK\maps\Map Request Form doc
/
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v Wells, Wayne
From
Sent
To
Garnott, Kevin
Tuesday, July 20,2004 11 34 AM
Albee, RiCk, Anderson Duanne B
Anne Bnnson R B ' arker, Bnan A ,Bedlnl Kathl
DOherty Stev~ J::~' Byars, Linda, Camer, At, Carroll HOWIe ~e~, Berry, Bryan, Blackburn
~~~ey, Jason, 'Kron~~~~~t~':;;,u~~;:'''r~:h Hall, Bob, Huitor~,~~n~~s~~~n~~~';;;;a~nsil,
~~::::~~~i:~h~~~~a~~h~~~~~~~r~,e~~li~~: ,~~',~~~~%~~':~~e~~~~'
Subject
Time 9 00
Place P+D conference room
Agenda
1 Northslde Engr M
2 R A - Issoun and Cleveland
ev nton Dewett - 2401 Drew Street
next week -
- Todd Pressman NW
_ Scott Lincoln _ 907 S cFotrnHer Enterpnse and 19
arnson
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Pmellas County Property Appraiser InfornlatlOn 1829 1624264006 0030
Page 2 of3
18 / 29 /
16 / 24264 / 006 / 0030
09-Hay-2006 JiM SM1th, CFA P1nellas County Property Appra1ser 08:49 18
Ownersh1p InforMation Vacant Property Use and Sales
fAITH HDUSIIIG INC OSK, 14377 OPG 1048
2401 DREW ST
CLEARWATER fL 33765
EVAC, H~ss~ng EVAC
COMparable sales value as Prop Addr' 0
of Jan 1, 2DOS, based on Census Tract .00
sales frofYl 2003 - 2004,
0 Sale Date OR Book/Page Prlce (Qual/UnQ) Vac/IMp
Plat InforMation 0 /0 01 0 0 ( )
1959, Book 051 Pgs 065- 0 /0 01 0 0 ( )
0000 Book Pgs - 0 /0 01 0 0 ( )
0000' Book Pgs - 0 /0 01 0 0 ( )
2005 Value EXE MP nONS
Just/Market, 149.100 HOfYlestead, 110 OwnershlP % .000
Govt ExeM, tW Use %, 000
Assessed/Cap: 149.100 Instltutlonal ExeM: YES Tax EX8Mp t % 000
Historic Exel'"l, 0
Taxable: 0 Agrlcultural' 0
2005 Tax InforMation
D1str1ct' CW Seawall Frontage
Clearwater View:
05 Millage' 23 2372 Land 51ze Unlt Land Land Land
Front x Depth Price Unlts Meth
05 Taxes: 00
1) 248 x 118 6.00 29.233.3Z S
Speclal Tax .00 2) 0 x 0 .00 00
3) 0 x 0 .00 .00
Wlthout the Save-Our-HoM8s 4) 0 x 0 .00 00
cap, 20DS taxes wi 11 be 5) 0 x 0 .00 00
00 6) 0 x 0 .00 00
Wlthout any exeMPtions,
20DS taxes will be
3.464 67
Short Legal EASTWOOD TERRAe E 3RD ADD BLK f. LOTS 3 THRU 6
Description TOG ETH ER WITH 18FT X 247 74FT UNPLATTED T RA CT L
'"
\
J
Building Information
http //pao co pmellas f1 us/htbm/cgl-scr3?o=1 &a=l &b=l &r=&s=1 &u=0&p=18+29+ 16+24
5/9/2006
Pmellas County Property Appralser InformatIOn 1829 16242640060030
Page 3 of3
Property and Land Use Code descnptIOns
18 / 29 / 16 / 24264 / 006 / 0030
09-Hay-2006 Ji~ SMith, eFA P1nellas COunty Property Appra1ser
Vacant Parcel Property Use, 000 Land Use 00
08 49 18
Vacant Extra Features
Description D1fY'1enS10ns Pr1ce Un1ts Value ReO Year
1) .00 0 0 0 0
2) 00 0 0 0 0
3) 00 0 0 0 0
4) 00 0 0 lJ 0
5) .00 0 0 0 0
6) 00 0 0 0 0
TOTAL RECORD VALUE 0
Pinellas County Property Appraiser
Parcel Information
Back to Search Pag~
An eX121anahon of thIs screen
http //pao co pmellas f1 us/htbm/cgl-scr3?o=1&a=1&b=1&r=&s=1&u=O&p=18+29+16+24
5/9/2006
.
- ':!~l~arwater
~~~~
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Clerllwator A. . Rescue
610 Franklin Street - Clea~ater, Florida 33756
Publlc Works Administration- Engineering Dupartment
100 S Myrtle Avenue, Suite 200 - Clearwater, Florida 33756
" ~ ~L ~;'"':.<..~,,/ I ".:;:& ~ ~~..{ ~ ..,. '- ~ ",:.;:\~~lt1l'k-{~~f&t..tr1,; "<<}Mh,}if.\:; (w -' ~ ;. ~ ~, ~nttt ~ TI,*~~~ ,,-;;r1'f{FJrr\~l yt-'~~ ~ ~~fr~~1<<tJ=t"'iJtj~'~wL ~~~.f~~ sp.;
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ORIGINAl
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
C1Tt OF CLEARWATER
:\
Proparof NlImo
Company f{llmo
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uPQmd03 ora requlred bY IhQ ~r (!IIQ kllllelmPlWl of Illls i>I'Olecl 1110 WIller auWlY mua\ l:i1:lab!O to ButllXlrtthitnQlldll ohmy roqlllmd'firo UfIMlEl&r,
nl!mdplpe lln\llDl nm pump. ff I) Ai'll pump 15 mqulJ'll(j lh(l waler a~ pp(y mUlll be ab~ 10 5upplyl60% of Itll rnllXl CIl paelly cMtpl/llflW \liIltIlI\O 2004 Ftmiila
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2. Wllon an FOC 16 ~ulrod It llIm1lllO II mlmmum of 15' from !wIlding Ilnd lIM'! hllvo II fire hydrllOl wllhln 40' Thlt hyllrlllllllhllU rw1 bo loostod OIl GamO mllln
liD 1'\rQ SprtnklllI nnd mlISI Qe on tl!PPl\l slclo of doublo <lotcolOllllmel\ valve. Thla hydronl is In otkllll<m 10 \he hydronllholls requlrod fbT fl/llllghtlng
ll.,llrjlOSllll'ttllrt III W l>o wUhln 300' or bulJdln~ IIl1l1lo 1l0Glt _end nn IhD !lIlmo llf~c nl>iH.......1 u \Il& ~1aQl.
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ORIGiNAl
RECEIVED
jUN 26 2006
PLANN\NG DEPAR1MENl
el1Y OF CLEARWA.1ER
(lja~ 19 06 02'17p
SPECIALTY TOURS
727-797-1477
p. 1
Fax Transmission
~
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PINELLAS COUNTY
UTILITIES
General Maintenance Department
Technical Services Division
Cross Connection Con (roJ / Backflow Prevention Dept..
6730 142M> A"venue North
Largo, FL 33771
(727) 464..5849
Fax: (727) 464-5859
To: lief (OMS Tit. l.lC. T I()A.)
~ STEvE.AI
Fax#: 7Z.1-7Q7-11.f11
From: !$R.Ab A.vbf:R.So,u
Date: ~-''1-oL.
Pages: 2-
Phuoe: 72.1-~ IJ-t "- 5"1i'2.~
SQbject: I=,~E FLow
Comments:
ORIGINAL
RECEIVED
v
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
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General Calculatlon Program
Job - Speclal Needs Houslng Date - OS/24/06
FlIe - C.\HES\HydraCALC\VER50\Data\Jobs\Water-An wxlTlme - 14 ]0 53
AREA CALCULATED - HEAD rLOW SUMMARY
Actual
10 K-Factor Flow
0001 4 gOO 13 14
0002 4 900 13 07
0003 4 900 13 04
0004 4 900 12 96
Tolal K Factors.
Total Flxed Flows
Sum Actual Flow
Sum Requlred Flow
Sum Delta flow
Max Del ta Flow
Max Delta Pressure
Reg
Flow
12 96
12 96
12 96
12 96
Delta Actual Reg Delta
Flow Press. Press Press
o 18 7 196 Pt 7 000 o 196
o 10 7 113 pt 7 000 o 113
o 08 7 082 Pt 7 000 o 082
o 00 7 000 pt 7 000 o 000
1\
o
52 22
51 86
o 36
o 18
o 196
AREA CALCULATED - COMPLETE SUMMARY
Start F'Jnlsh Olam Start Normal Pf Elev/Flxed Flow Vel
P01nt Pm.nt Pres Pres Pres
0001 <- 4 1 101 7 196 0 151 -0 433 13 14 4 43
0002 <- I 1 101 7 113 0 149 -0 433 13 07 4 40
0003 <- 7 1 101 7 082 0 149 -0 433 13 04 4 39
0004 <- 6 1 101 7 000 0 147 -0 433 12 96 4 37
7 <- 5 1 101 6 798 0 603 o 000 13 04 4 39
6 <- 2 1 101 6 714 0 597 o 000 12 96 4 37
4 . <- 5 1 101 6.914 0 487 o 000 13 14 4 43
5 <- 3 1 101 7 401 1 911 o 000 26 18 8 82
1 <- 2 1 101 6 829 0 482 o 000 13 07 4 40
2 <- 3 1 101 7 311 2 001 0.000 26 03 8 77
3 <- TOSR 1 598 9 312 11 693 8 229 52 22 8 35
TOSR <- 1AFF 2 067 29 234 1 186 1 732 52 22 4 99
lAFF <- BOSR 2 003 32.153 0 087 o 000 52 22 5 32
BOSR <- BFP 2 003 32 240 1 621 6 000 52 22 5 32
BFP <- TAP 2 003 39 861 1. 230 o 000 52 22 5 32
TAP <- TEST 2 003 41 091 4 357 o 000 52 22 5 32
System Demand Pressure 45 448
Safety Margln 14 166
Flow Added at Supply 100 000
Total Plow 152 217
Water Supply Summary @ POlnt TEST
Total Flow From Water Supply Curve
I
Pressure From Water Supply Curve
System Pressure Demand At Total Flow
Safety Margln
v
152 217
59 614
45 448
14 166
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
. ~
.
Fax Transmission
PINELLAS COUNTY
UTILITIES
General Maintenance Department
Technical Services Division
Cross Connection Control! Backflow Prevention Dept..
6730 142Nn Avenue North
Largo, FL 33771
(727) 464-5849
Fax: (727) 464-5859
T.o:IICc (D,.JSTR.~T(<>I\J
'1'6 5 iEvf: Ai
Fax #: 72.1- 7q7- (<<-111
From: 13~Ab -A~bE:R..So,u
Date: 5'"-1'1-0 l,;,
Pages: 2-
Phnne: ?2.1-~ iJ-{ - 5'"~2."
Subject: l=,a.E FLow
Comments:
ORIGINAL
RECEIVED
JUN 26 2006
PlANNING DEPARTMENT
CllY OF CLEARWATER
Hl 39t1d
~3S H831 lln IX) Nld
v08~vSvL~L 6I:vI S99~/6I/~9
05/19/2005 14 19 7274545804
PIN CO UTL TECH SERV
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. .
FERNWOOD AVENUE
SPECIAL NEEDS HOUSING PROJECT
REVISED STORMWATER MANAGEMENT
REPORT AND CALCULATIONS
Faith Housing, Inc.
ORIGINAl.
RECEIVED
JUN 26 2006
PlANNING DEPARTMENT
CITY OF CLEARWATER
~t1 \pOlP ~J
..I- 'f.pO()
r(~/w "
Fern wood Avenue Special Needs Housmg
Revised Storm water Management Report
I INTRODUCTION
ThIS report documents the calculatIons and data that support the design of the revIsed
stormwater management system for the Fernwood Avenue Special Needs Housmg
project As descnbed m the ongmal Stormwater Management report, the Fernwood
Avenue Speeldl Needs Housmg project IS a not-for-profit 17-umt multIfamIly residence
for low meome and/or special needs mdlvlduals Generally, the project IS located III
Clearwater, south of Drew Street and west of Old Coachman Road The eXlstmg Site IS
adjacent to the Faith Umted Church of Chnst The project IS also between a smgle family
reSIdence dnd an apartment complex on both located on Femwood Avenue The project
mcludes parkmg for each UTIlt, a dumpster and an onhne stonnwater management faCIlity
Project review comments by the CIty of Clearwater seem to mdlcate the ongmal
stonnwater management report was omItted from the application package and therefore
to ensure complete documentation, basIc mformatIOn regardmg methodology,
assumptIOns and baSIC Site data will be repeated herem
II. METHODOLOGY
The methodology and assumptIons used for this analYSIS are presented In the followmg
list as a "step by step" procedure used to develop the surface water management system
From literature, survey, and geotechmcal explordtIOn data dele1l11lne SCS
soil data, mfiltratlOn parameters and ramfall data (See Given Dala
sectIOn)
2 Usmg SCS curve number ramfall runoff method, develop the pre-
development hydrograph (See 25-year Pre-Development Hydrograph)
The peak runoff from thIS step IS used as the limIt for the post-
development dIscharge
3 Based on the proposed SIte plan and land use, estabhsh the post-
development hydrograph and reqUIred water quality treatment volume
(WQTV) for an onhne retentIOn system Set the control structure
overOow elevatIOn at the WQTV elevation
4 Determme the WQTV recovery time through the sldebank filtration
system for complIance WIth sectIOn 52 b 4 of SWFWMD BasIs of
ReVIew
5 Route the 25-year hydro graph through the proposed surface water
management system usmg AdlCPR to ensure pre-developmORJ<9~arge
IS not exceeded RECENED
JUN 2'3 2006
III
PRE-DEVELOPMENT DRAINAGE PATTERNS
PlANNING DEPARTMENT
Cl1V OF ClEARWATFP
FIgure 1 m the GIven Data sectIOn IS a locatIon map The eXlstmg SIte IS a grassei:njpe1r
area, formerly owned by FaIth Umted Church of Chllst There are several medIUm SIzed
trees bordellng Femwood Avenue It IS a relatIvely flat piece of open land WIth
6/6/2006
Fernwood Avenue Special Needs HOllsmg
ReVl'wd Storm water Management Report
topographic reltef of I 5 feet The adjacent single family home directly to the north of
the project sIte IS bUIlt on a slIghtly elevated grade The house IS of block constmct]on
The property directly to the south IS an apartment complex
The west side of the propertIes dlong Femwood Avenue, adjacent to the church, slope
and drams to Femwood Avenue The eastern or back portion of the parcels drain towards
a drainage swale with grated mlets between the church and the Fernwood propertIes The
dramage swale ]S served by a 48-mch storm dum A portion of the storm dram IS RCP,
the rest IS CMP The 48" pipe conveys runoff from these properties, the chlll ch, and a
portion of St Petersburg College campus parkmg lot Due to the dramage swale and
grated mlets, the project SIte does not receIve off site mnoff It IS an upland site with no
wetlands nor surface waters
IV. POS1-DEVELOPMENT DRAINAGE PATTERNS
Post-development drainage patterns are simIlar to the pre-development cond]tlOns
Off sIte runoff IS dnected to the drainage swale that parallels the property on the east and
]S conveyed via the curb and gutter system along Femwood Avenue on the west Runoff
from the proposed project will be collected m an onlme retention pond The proposed
pond ]S desIgned as a dry pond The reqUired WQTV WIll be treated and dIscharged
through a s]debank (underdram) filtratIOn system and dIscharged through the outfall
structure The water quanllty ]s retamed and dIscharged at the pre-development rate
through a control structure that dIscharges to the 48" pipe previously mentioned
V. RESULTS
The results for each step of the methodology presented above are mcluded In the
followmg sectIons City of Clearwater Stonn Dramage DeSIgn Cntena for dry detention
systems are reqUIred to dram dry w]thm 24 hours (SWFWMD reqUIres the system to
dram dry w]thm 36 hours) CalculatIOns provided herem mdlcate the system Will reqUIre
34 hours to dram dry All other conditions are met The City's Engmeer verbally
approved an exceptIon to the 24-hour reqUirement From reVIew of the calculatIOns, It
can be seen that the planned surface water management system IS m complIance wIth
apphcable SWFWMD penmttmg cntena and all other City Storm Dramage DeSign
Cntena and that adverse water qualIty and quantity Impacts are not antIcIpated
ORIGINAL
RECEIVED
JUN 2 6 2006
,P~N/NG DEPARTMENT
OF CLEARWATER
6/612006
GIVEN DATA:
Fernwood Avenue Special Need.<i Housing
Revi~ed Stormwater Management Report
"
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
6/612006
Fernwood Ave Special Needs Housing
Pre-Dev Basin Characteristics
DRAINAGE AREA CHARACTERISTICS
Description Soil Group eN Area SF CN*Area
Myakka D 77 20428 5 1572996
IContrlbuting Area
ICurve Number
0.47 Acres
77~
lTlme of Concentration
15mm
WATER QUANTITY CALCULATIONS
See attached MODRET Routing
I Q25=
1 55 cfs
ORIGINAL
RECEIVtD
JUN 2 6 2006
PlANNING DEPARTMENT
CI1V OF CLEARWATER
SCS Pinellas County Salls Map In Project VICInity
-il
12
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ORIGINAl
RECEIVED
JUN 26 20D6
PlANNING DEPARTMENT
CITY OF CLEARWATER
GROUND DOWN ENGINEERING, INCa
9232 RHEA DRIVE
ODESSA, FLORIDA 33556
Phone: 813~920-8089
Fax: 813-926--3480
GEOTECHNICAL EXPLORATION
POND & ROADWAY STUDY
UCC DREW STREET HOUSING SITE
PINELLAS COUNTY, FLORIDA
Prepared For
Daniel Blignaut
Creation A, Inc.
Safety Harbor, FL
July 2005
ORIGINAL
RECEIVED
JUN 26 2006
pLANNING DEPARTMENT
C\1V OF CLEARWATER
Daniel Blignaut
Creation A, Inc.
3100 Coventry East
Safety Harbor, Flonda 34695
July 19,2005
Grt1IIIIII DtJwn Engineering, Itu:.
RE: Report of Geotechnical Exploration
Pond and Roadway Study
UCC Drew Street Site
Pinellas County, Florida
GDE Job No. 05-313
Dear Mr BlIgnaut
Ground Down Engineering, Inc. (GDE) has completed a geotechnical exploration for the referenced
project that you authorized The purposes of thiS study were to explore general subsurface conditions
at the proposed site and to use the data obtained to develop engineering recommendations to gUide
the deSign of ponds and roadways ThiS report descnbes our exploration procedure, presents the data
obtained, and presents our conclusions and recommendations regard Ing the geotechmcal englneenng
aspects of site
In summary, based on the results of this subsurface exploration, It appears that the SOils at the Site are
SUitable for development of the proposed residential development follOWing the site preparation
recommendations presented In thiS report
GDE appreciates the opportUnity to participate In thIS prOject and we trust that the Information Included
In thiS report IS suffiCient for your deSign If you have any questions or comments concerning the
contents of thiS report, please contact us
Sincerely,
Ground Down Engineering, Inc.
GOE FL Certificate of Authonzabon No 9599
;::r:P~
John C Peak, P E,
Vice PreSident
FL Reg No 57018
ORIGINAL
RECEIVED
JUN 26 2006
PlANNING DEPARTMENT
CITY OF CLEARWATER
9m Rhea Drive. Odessa, Florida 13556 . pImIe 1IU-9Z0-8089 . fax 813-926-3480
TABLE OF CONTENTS
PROJECT INFORMATION ................... ...................... .......... .......................... ............... ...... ...........1
EXISTING SITE 1
PROJECT ApPROACH 1
SCOPE OF WORK 1
SOil SURVEY REVIEW 2
USGS TOPOGRAPHIC MAP REVIEW 2
SUBSURFACE EXPLORATION ........... .............. . ............... ............ .... .......... .................... ........ ...... 2
FIELD ExPLORATION 2
Standard Penetration Test 80ring 2
A~~80oo~ 3
Soil Sample Handling and Classification 3
RESULTS 3
Subsurface Conditions 3
Soil Borings 3
Groundwater 3
Falling Head Permeability Test Result 4
LABORATORY TESTING 4
RECOMMENDATIONS AND CONCLUSIONS ...... ........ ........... ...................... .. ...... ......... . ........ 4
Site Stripping 4
Proof rolling 4
Structural Fill 4
Definition 4
SOil SUitability 5
Placement 5
PAVEMENT RECOMMENDATIONS 5
Section Descnptlon 5
TESTI NG AND MONITORING..... . ........... ..... ............... ........... ......................... . ............. ........... .. 6
LI MIT A TIONS.. ................... ................... .............. ......... .......................... ...................... .. ........6
ATTACHMENTS
Site location Plan (Figure 1)
BOring Location Plan (Figure 2)
SOil Profiles (Figure 3)
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
~
UCC Drew Street
Plnellas County, Florida
ODE Job No 05-313
Page 1
PROJECT INFORMATION
EXisting Site
Based on the project information provided for our reView, we understand the proposed residential
development IS located 2401 Drew Street, Plnellas County, Flonda Project information was provided
by Mr Danrel Bllgnaut
We have assumed minor earthwork will be associated with the site development and anticipated cut
and fill quantities less than 2 to 3 feet
Project Approach
The objective of the geotechnrcal investigation for the proposed project was to obtain information
concerning the general subsurface conditions over the site In order to make preliminary geotechnrcal
englneenng estimates and recommendations In each of the follOWing areas
· SOil stratigraphy at the bonng locations and the development of the approximate soli
profile
· General location and descnptlon of potentially deletenous matenals which may Interfere
With construction progress or new structure performance, including buned or surficial
eXisting fills, organrcs, construction debns, etc
· Identification of some cntlcal deSign or construction details, including present
groundwater levels, estimated wet season levels, and seasonal fluctuations across the
site
· SUitability and availability of matenals found on-site, that might be excavated or moved
dunng site grading, for use as structural fill In the bUilding and pavement areas and as
general backfill
· Englneenng cntena and recommendations for the placement and compaction of
approved fill matenals (If necessary) In and around all structure areas and proposed
pavement areas
· DeSign and construction recommendations consldenng the water table conditions
Scope of Work
In order to address the above objectives, our scope of work for thiS project Included the follOWing
· ReViewed available published information on the Site, including the Unrted States
Department of Agnculture (USDA) SOil Conservation Service (SCS) SOil survey data for
Plnellas County
· Conducted a subsurface exploration program consisting of SOil bonngs, subsurface
sampling, and field-testing Our exploration program for thiS project conSisted of
conducting 2 SPT bonngs to a depth of 20 feet and 2 field permeability tests Within the
proposed pond location and 2 auger bonngs to a depth of 8 feet each Within the
proposed roadway areas (See Figure 2 for approximate bonng locations), Our testing
Included the collection of representative SOil samples and recording the SPT blow
counts dunng the dnlllng of the bonngs ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORIGINAL
RECEIVED
JUN 26 2005
PLANNING D~~~~~:
CITY OF ClCf"\l'<
UCC Drew Street
Plnellas County. Florida
ODE Job No 05-313
Page 2
· Measured the stabilized groundwater levels at the bonng locations when apphcable
· Reviewed and visually classified the recovered salls In the laboratory uSing the Unified
Salls ClassificatIon System Developed the general soli stratigraphy over the SIte
· Performed geotechnical englneenng studies and analyses In order to develop
geotechnical englneenng recommendatIons for each of the objectives previously
discussed for the proposed project
· Prepared a geotechnical report that summanzes the course of our study, the field and
laboratory data generated, the subsurface conditions encountered, and our
geotechnical engineering recommendations for the proposed project
Soli Survey Review
According to the US D A MSo11 Survey of Plnellas County~, the soli type present on the subject site IS
· Myakka (My) - Consists of clean to silty fine sands to a depth of 80 Inches below anginal
grade Hlstoncal seasonal high groundwater level ranges between 0 to 1 foot below natural
grade
USGS Topographic Map Review
The USGS topographiC survey was reVIewed for the site The site IS found on the Quadrangle map
entitled Safety Harbor, Flonda From this reView, the sIte IS estimated to occur at an approximate
elevation of +50 feet National Geodetic Vertical Datum (NGVD) of 1929
SUBSURFACE EXPLORATION
Field Exploration
The procedures used by Ground Down Englneenng, lnc for field sampling and testing are In general
accordance with Industry standards of care and established geotechnical engineering practice A
member of our staff performed a bnef sIte reconnaissance, notmg pertinent site and topographic
features as well as surface Ind Icaters of the site's geology Our staff located the bonngs by estimating
distances from eXisting features on site, based on an aenal photograph I site plan proVided by Daniel
Bhgnaut Because of the methods used, the bonng locations shawn on the attached Bonng Location
Plan (Figure 2) should be conSidered approximate
Standard Penetration Test Boring
The SPT bormg was advanced by means of a truck-mounted dnll ng emploYing wet rotary dnlllng
techniques The SPT bonng was performed continuously In the upper ten feet and at five-foot Intervals
thereafter The sOil samples were obtained at the depths where the SPTs were performed The SOIl
samples were then classified In the field, placed In sealed contamers, and returned to our laboratory for
further evaluatIon by our project engmeer
The SPT bonng was performed In general compliance with standard field penetration test procedures
After dnlling to the sampling depth and flushing the borehole, the standard two-Inch 0 0 spilt-barrel
sampler was seated by dnvlng It SIX Inches Into the undisturbed sOil Then the sampler was dnven an
addItional 12 Inches by a 140-pound hammer failing 30 Inches The number of blows reqUIred to
produce the 12 Inches of penetratIon IS recorded as the standard penetration test value eN} These
values are plotted on the left Side of the SOli Profiles that appears In the AppendiX of thiS report
$
UCC Drew Street
Plnellas County, Florida
GDE Job No 05-313
Page 3
Sampling performed In the upper ten feet utilIZed a 24 Inch long spilt spoon The sampler was drIVen
24 Inches and the blows req u Ired to drive the sampler the middle sIx-Inch Increments were recorded as
the N-value Through this technique, the upperten feet of the soli was sampled continuously Detailed
descnptlons of the solis encountered dunng the SPT bonng are presented In the SOil Profiles (Fig 3)
Auger Bonngs
The hand auger bonng procedure consIsted of manually turning a 3-Inch diameter, 6-lnch long sampler
Into the SOli until full The sampler was then retneved and the SOils In the sampler were visually
examined and claSSIfied The procedure was repeated until the deSired termination depth was
achieved or termmatlon due to shallow groundwater levels, refusal matenal, etc occurred Detailed
descnptlons ofthe SOIls encountered dUring the bonngs are presented In the SOil Profiles (Fig 3)
Soil Sample Handling and Classification
The SOil samples obtained dunng the bOrings were placed In sealed containers to retain mOisture and
returned to our laboratory The samples were then reviewed by our project staff to confirm
claSSifications, Visually estimate the relative percentages of the soli's constituents (sand, clay, etc),
and Identify pertinent structural features The stratification lines shown on the bonng records represent
our interpretation of approximate boundanes between SOil types The transition between strata may be
gradual Our claSSificatIons are based on a Visual estimation of the soli properties and our englneenng
expenence With the SOils found In this geologIC area
Results
Subsurface Conditions
Soli Borings
The bonngs generally encountered slightly silty to Silty fine sands and Silty clays With some limestone
to approximate depths of 20 feet below eXisting grade Please note that the SPT-N values are
presented adjacent to the SOIl profile on FIgure 3 The correlation of the SPT-N values With relative
density, unconfined compressive strength and consistency are proVided In the follOWing table
Coarse-Gralned Soils Fine Grained Soils
Penetrabon ReSistance N Penetration Unconfined
Relabve DenSIty of Sand ReSistance N CompressIve Strength Consistency of
(blowslft) Iblowslftl of C lav rtonslft''l' Clav
0-4 Very Loose <2 <025 Very Soft
4-10 Loose 2--4 o 25-0 50 Soft
10-30 Medlum.Danse 4-8 050-1 DO Medium
30.50 Dense 8-15 1 00-2 00 Sttff
>50 Very Dense 15-30 2 00-4 00 Very Sbff ,
>30 >400 Hard
Groundwater
Groundwater was encountered at an approximate depth of 5 feet In all the bOrings performed at thiS
sIte All bOrings were performed In July of 2005 Based on our past site expenence, the results of our
Invesllgatlon and review of the SCS soli su rvey, It IS our opinion that the seasonal high groundwater
table WIll be encountered approximately 3 feet below eXisting ground surface across the site
Significant fluctuations In the groundwater levels should be expected due to seasonal variations 10
ra IOfa II , runoff, and other site-specific factors
ORIGINAl.
RECEIVEO
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
ORIGiNAl
RECEIVED
4
JUN 26 2006
UCC Drew Street
Plnollas County, Florida
GDE Job No 05-313
Page 4
PlANNING DEPARTMENT
CllY OF CLEARWATER
Falling Head Permeability Test Result
The falhng head permeablhty tests were performed at an approximate depth of 3 feet below eXisting
grade utiliZing an open bottomed solid casing In a uniform soli condition The tests were performed
near SOil bonngs B-1 & B-2 (See Fig 2 for approximate locations)
Permeability Test Vertical Conductivity Horizontal Conductivity
Location 1ft/day) (ft/day)
P-1 02 06
P-2 0 o 1
Note The low conductivity results In P-2 appear to be due to a "hardpan" sOil layer encountered at an
approximate depth of 3 feet If this matenalls excavated for the pond, the conductivity results should
then be similar to the P-1 results
Laboratory Testing
Our field representative sealed and returned the SOil samples to the GDE office where a geotechnical
engineer further examined them We Visually classified the SOils according to the Unified SOil
ClaSSification System (ASTM D 2487) The resulting SOil descnptlons are shown on the attached
drafted SOil Profiles (Figure 3)
RECOMMENDATIONS AND CONCLUSIONS
Site Strlppmg
Pnor to any construction, the site must be properly prepared To prepare the site for construction, all
eXisting topsoil, muck, debns, vegetation, and large roots down to finger-size should be removed
Including a 5-foot margin The resulting excavations should be backfilled With solis as discussed In the
structural fill section of this report
Proof rolling
FollOWing site stnpplng and any related excavation actiVity, and pnorto any fill placement, proofrolhng
should be performed We recommend uSing a Vibratory roller having a static weight of at least 10 tons
Compaction of the fill matenals should continue until the roller has made at least ten passes over all
areas of the site and the SOils appear to be relatively firm and unYielding Half of the roller passes
should be perpendicular to the direction of travel of the other passes Proofrolhng should be closely
mOnitored by our englneenng techniCian to observe for unusual deflection of the SOils beneath the
compacting equipment If unusual or excessive deflection IS observed, then the areas should be
undercut to firm SOils and backfilled With structural fill placed In maximum one-foot thick lifts Backfill
SOils should be of the same compOSition and be compacted to the same cntena as structural fill SOils
Structural Fill
Definrtlon
SOIl used for structural fill can be defined as clean fine sand containing less than twelve percent
matenal by weight that IS finer than a number 200 sieve (fines) (matenal conforming to SP to SP-SM In
the Unrfied Solis Classification System) and less than 5 percent organrcs by weight However, matenal
containing up to 35 percent fines (matenals conforming to SC or SM In the Unified Soli ClaSSification
System) may be utilized as structural fill, If their plastiCity Index IS less than 30, and the working
subgrade IS at least 2 feet above water or groundwater level
If fill matenal With higher fines content IS used (< 35 percent fines), the matenals Will require the use of
compaction equipment deSigned for clayey SOils ThiS Includes a sheeps foot or Vibratory pad foot
~
UCC Drew Street
Plnellss County, Florida
GDE Job No 05-313
Page 5
roller In addition, a disk could be reqUired to assist with drying the clayey solis In order to place them
at or near their optimum mOisture content These matenals must be placed at a 6-Inch thick maximum
11ft so that they can be effectively compacted With a vibratory pad foot roller
SOil SUltabllltv
Based on our test bonng results (Figure 3), In general, the soli matenals encountered In the pond
bonngs to an approximate depth of 8 feet should be satisfactory as a source of structural fill (If
necessary) Stratum 1 can be utilized as structural fill, excluding any organic (root) material.
Stratum 2 can be utilized as general fill; however, this material has a moderate to high fines
content and should be mixed with the upper sands to Improve workability, penneabllity, etc. In
addition, when used for general fill, it is recommended to use a 5-foot buffer between these
materials and structures and pavements Note. Pinellas County requires that ponds bottoms
be excavated no closer than within 10-feet of the limestone layer
Placement
Fill should be placed In lifts not to exceed one foot thick The fill matenal should be compacted to at
least 95 percent of ItS modified Proctor maximum dry density (ASTM 0-1557) Confined areas, such
as utility trenches, should be compacted With manually operated Vibratory compaction equipment
Pavement Recommendations
We have assumed that a 20-year pavement life IS desired, and that the coeffiCient of terminal
serviceability IS 25 Further assumptions are that the In-place SOils, when compacted to at least 95
percent of their modified Proctor maximum dry density Will exhibit a minimum LBR value of 15, and that
the total number of eqUivalent 18-klp axle loads Will be less than 100,000 Based on these
assumptions, we recommend the follOWing asphaltiC concrete pavement section
Section Descrt t10n
Thickness In
Surface Course
Type S-1 or S-3 AsphaltiC Concrete With minimum Marshall stability of 1500 Ibs 1 5
Com acted to at least 95 eroent of the maximum laborato Marshall densl
Base Course
lime rock having a minimum lBR of 100 and compacted to at least 98 percent of Its modified
Proctor maximum dry density (ASTM 0-1557) If the bottom of the base will be withm 18 6
inches of the seasonal high groundwater level, then a moisture tolerant base will be
re ulred, such as shell, crushed concrete or soli cement.
Subbase
Stabilized. to a minimum lBR of 40 and compacted to at least 95 percent of the modified 6
Proctor maximum d densl ASTM 0-1557
"ReqUires blending either shell or hmerock With m-place surfiaal sand TYPical composite samples of subbase are compnsed of 50% In-place
sand and 50% Imported malenal (hmerock or shell)
The previously recommended pavement section was developed uSing design gUidelines published by
the Flonda Department of Transportation, DIVISion of Road Operations We recommend that methods
and matenals used for pavement construction conform to applicable sections of the Flonda
Department of Transportation Standard Specifications for Road and Bndge Construction, 1999 Edition
We further recommend that LBR tests be performed on the on-site solis pnor to bidding the project to
confirm that an LBR of 15 IS available and to determine the appropnate volume of shell or IImerock that
must be added to the subgrade solis to produce an LBR of 40 Depending on thiS test result, the
prevIous recommendations may have to be modified
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
UCC Drew Street
Plnellas County, Floride
GDE Job No. 06-313
Page 6
TESTING AND MONITORING
ConstructIon mOnltonng and testing are essential to proper site construction and performance
Compliance with the recommended construction specification for compactIon and soli types must be
venfied by our englneenng technician familiar with the project construction Observation of site
preparation work IS an integral part of the engineenng recommendations contained In this report
Density tests should be performed for each lift of structural fill placed and per Pinellas County
Specifications
LIMITATIONS
This report has been prepared for the exclusive use of Daniel Blignaut for the specific application to
the project previously discussed Our conclusions and recommendations have been rendered USing
generally accepted standards of geotechn leal eng Ineenng geology practice In the state of Flonda No
other warranty IS expressed or Implied
Our conclusions and recommendations are based on the design informalion furnished to us, the data
obtained from the previously descnbed subsurface exploration, and our experience They do not
reflect vanatlons in the subsurface conditions that are likely to eXist in the region of our bOrings and in
unexplored areas of the site These vanatlons are due to the Inherent vanablhty of the subsurface
conditions In thIS geologIc regIon Should vanatlons become apparent dunng construction, It will be
necessary to re-evaluate our conclusions and recommendations based upon our on-sIte observatIons
of the conditions
The site IS underlain by limestone bedrock that IS susceptible to diSSolution and the subsequent
development of karst features such as VOids and sinkholes In the natural SOil overburden Construction
In a sinkhole prone area IS therefore accompanied by some risk that internal SOlI erOSion and ground
subSidence could affect new structures In the future It IS not pOSSible to InvestIgate or deSIgn to
completely eliminate the POSSibility of future Sinkhole related problems In any event, the Owner must
understand and accept thiS risk
The scope of our services does not Include any environmental assessments or IOvestlgatlons for the
pOSSible presence of hazardous or tOXIC matenals In the SOil, groundwater or surface water Within or In
the general VICInity of the site studied Any statements made In thls report or shown on the test bonng
logs regarding unusual subsurface conditions and/or composition, odor, staining, ongln or other
charactenstlcs of the surface and/or subsu rface matenals are strictly for the information of ou r chent
and mayor may not be mdlcatlve of an environmental problem
If changes are made In the overall deSIgn or the locatIon of the proposed faCilities, or If the finish
grades differ from those discussed herelO, the recommendations presented In thiS report must not be
conSIdered valid unless the changes are reviewed by our firm and recommendations modified or
verified 10 writing We should be given the opportunity to review the foundation plan, grading plan and
the applicable portions of the project speCifications when the deSign IS finalized ThiS revIew Will allow
us to check whether these documents are consistent With the IOtent of our recommendatlons
ORIGINAl.
RECEIVED
JUN 26 2DD6
PLANNING DEPARTMENT
CITY OF ClEARWATER
'!Il~ I
1.... ia" 1
~ 191-r~[
j:G 1 ~ f I f.
" c'" "_ ._0^' :n~8 ~ ~J Shark.e)': R~_
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PROJECT LOCA TION PLAN
UCC DREW ST.
GDE SITE NO 05-313
FIGURE 1
CITY OF ClEARWAT:::
.-
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0
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en
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BORING LOeA TION PLAN
UCC DREW ST.
GDE SITE NO. 05-313
FIGURE 2
B~
BORING LOGS
B-1
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GROUND DOWN fiNGINEEH/NG
9l:3Z ""fill- DRlYE
ODESSA FL. 33558
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50' /71
9
UCC DREW STREET
PINELLAS COUNTY, FL.
ORIGINAL
RECEIVED
JUN 26 2006
PlANNING DEPARTMENT
CITY OF CLEARWATER
AUGER LOGS
A-1
A-1
o
CD
'. w
5
50'
I
,; CD
I
8
LEGEND
~CD "" GRAY, TAN, BROWN FINE SAND (SP)
{1}0 "" GRAY, BROWN SILTY FINE SAND (SM)
~ "" TAN SILTY CLAY WITH SOME LIMESTONE (CL)
50/5" '" 50 BLOWS FOR 5 INCHES OF PENETRATION
(SP) '" UNIFIED SOIL CLASSIFICATION GROUP SYMBOL
N '" STANDARD PENETRATION RESISTANCE
IN BLOWS PER FOOT
00', '" DEPTH TO EXISTING GROUNDWATER JULY, 2005
Olin;
1.12-05
./OBHa
2
....
..~Ja
I"lANNll\iG Dtit'AATMENf
CITY OF CLEARWATER
Fermvood Avenue Special Needs Housing
RevIsed Storm water Management Report
25-YEAR PRE-DEVELOPMENT HYDROGRAPH:
ORIGINAl
RECEIVED
JUN 26 2006
PlANNING DEPARTMENT
CITY OF CLEARWATER
6/612006
MODRET
HYDROGRAPH DATA INPUT - SCS UNIT METHOD
Project Name: PRE drew
Rainfall Distribution: SWFWMD (24 hrs) TYPE II FL Modified
COntrlbutmg Basm Area o 47 ac
SCS Curve Number 77.00
Time of COncentration 15.00 mm.
Ramfall Depth 900 In
Shape Factor 256
Percent DCJA 0.00 %
ORIGINAL
RECEIVED
JUN 26 2006
AnalysIs Date: 3/4/2006
PlANNING DEPARTMENT
CITY OF CLEARWATER
~31\fMM1:> ~O ALl:>
IN3V111Wd3a SNINN\fld
900z 9 (: Nnr
a3N3:>3~
l\t'N1$'~O
Runo" (cl. )
I:>
I:>
...
'"
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0 co
":il
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R ., -<
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~
!!l:
<>
....
't
't
Fermvood Avenue Special Needs Housmg
Revised Stormwaler Management Report
Existing Conditions
AdICPR Model Input
ORIGINAL
RECEIVED
JUN 26 2006
PlANNING DEPARTMENT
CllV OF CLEARWATER 6/612006
AxEI1 (ft)
Aux Xsec1
AxEI2(ft)
Aux Xsec2
TW!dth(ft)
Depth(ft)
BWldth(ft) 20
LSdSlp(h/v) 40
RSdSlp(h/v) 40
INPUT TXT
Inlet Cnlrl Spec Use dn
Stabilizer Optton None
20
40
40
-- --- -- - C I ass S I m uta t Ion ----- -- .--~-------------- - - - - - - -- ---- ------------ -- ----
C \DREWSTRE\JCPR\DREWEX\DREW EX25
Execution Both
Header FERNWOOD SPECIAL NEEDS HOUSING
EXISTING CONDITIONS 25YRJ24HR DESIGN STORM
-...-----HYD RAU LI CSn-------------...nnn----- HYD ROL OG Y --------------------
Max Delta Z (ft) 1
Della Z Factor 0 01
Time Step Optimizer 10
Drop Structure Optimizer 10
Slm Start Tlme(hrs) 0
Slm End Tlme(hrs) 48
Mln Calc Tlme(sec) 025
Max Calc Tlme(sec) 15
To Hour Plnc{mln)
10 15
15 5
48 15
--...----G RO UP SELE CTION S--------...---------.-------------------------------
+ BASE [05/31/06]
Override Defaults Yes
Storm Dur(hrs) 24
Rain Amounl(ln) 9
Rainfall File FLMOD
30
To Hour
15
Plnc(mln)
I:
Page 2
ORIGINAl.
RECEIVED
JUN 2 6 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
INPUT TXT
I][i Advanced Interconnected Channel & Pond Routing (ICPR Ver 2 20) f1]
Copynght1995, Streamline Technologies, Inc
********Ir'fl Input Report .********,**********.,,*,***************~.,,*****....************
_.. - - --- C I ass Nod e-- ---- - ---~-- -- - - - - - -- - - - ----------..- --- -- - n ----- ----. - - ---
Name 00100 Base Flow{cfs) 0 Ifllt Stage(ft) 485
Group BASE Warn Stage(ft) 0
Comment
Trme(hrs) Stage(ft)
o 465
48 46 5
_n_ _ --- C I ass Nod e--- - - - ----- - - n_______ - - - - - ___n____________ --- .------ - - - __n
Name 01000 Base Flow(cfs) 0 Inlt Stage(ft) 49
Group BASE Warn Stage(ft) 49
Comment
Slage(ft) Area(ac)
---- --- - C I ass Bas I n --- -- - ---- - - - - - nn___ - - - - - -- - - - - ---------- - - - - - --- - --- - - ---
BaSin 01000 Node 01000 Status On SIte Type SCS Unit Hydr
Group BASE
Unit Hydrograph UH256
Rainfall File FLMOD
Rainfall Amount(ln) 9
Area(ac) 047
Curve # 77
DCIA(%) 0
Peak Factor 256
Storm Duratlon(hrs) 24
Concentration Tlme(mln) 15
Time Shlft{hrs) 0
u
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2 20) [2]
COPYright 1995, Streamline Technologies, Inc
********** I nput Report *****************-** ,,*****************************.******
_--n-nC I ass C h ann e 1------------------------- - --- - n - - - - - ----------------- - ---
Name 01000 From Node 01000 Length(ft) 100
Group BASE To Node 00100 Count 1
UPSTREAM DOWNSTREAM
Geometry TrapezoIdal TrapezoIdal Equation Aver Conveyance
Invert(ft) 49 48 8 Flow Both
TclplflltZ(ft) 999 999 Eddy Contrac Coef 0
Manning's N 0 03 0 03 Eddy Expans Coef 0
TCllp(ft) 0 0 Entrance Loss Coef 0
BClip(ft) 0 0 EXit Loss Coef 0
Main Xsec Outlet Cntrl Spec Use dc or tw
Page 1
ORIGINAL
RECEIVED
JUN 2 A 2006
PlANNING DEPARTMENT
CITY OF CLEARWATER
Fern wood Avenue Special Needo; Housing
Revived Storm water Management Report
Existing Conditions
AdICPR Model Output
ORIGINAL
RECENED
JUN 2 6 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
6/6/2006
NODEMAX TXT
rill Advanced Interconnected Channel & Pond Routmg (ICPR Ver 220) 11]
Copynght 1995, Streamline Technologies, lnc
FERNWOOD SPECIAL NEEDS HOUSING
EXISTING CONDITIONS 25YR/24HR DESIGN STORM
_UUU_.. Node MaxImum CondItions - DREWEX25
*******+********~**********.**************************************************
(Time uMs ~ hours)
Node Group Max Time
TIme Max Outflow
Name Name Conditions
Max Stage Warning Max Delta Max Surface Max TIme Max Inflow Max
(ft) Stage (ft) Stage (ft) Area (sf) Inflow
(cfs) Outflow
(cfs)
00100 BASE
01000 BASE
o 00 46 50 0 00 -2 0000 50 00 12 06 1 55 0 00 0 00
1206 4916 4900 00010 163463 1200 1 57 1206 1 55
IJ
ORIGINAL
RECEIVED
Page 1
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
Fern wood Avenue Special Needs Housing
ReVIsed Storm water Management Report
Water Quality Calculations
ORIGINAL
RECElVED
JUN 26 2006
PlANNING DEPARTMENT
CITY OF CLEARWATER 61612006
~;lVMM1:) jO AlIO
IN:JV\ll~Vd;a $NINNV1d :;-
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5-
Fern wood Avenue Special Needs Housing
Revised Storm water Management Report
Proposed Conditions
AdICPR Model Input
ORIGINAl
RECEIVED
JUN 26 2006
PlANNING DEPARTMENT
CITY OF CLEARWATER
6/612006
Fernwood Ave Special Needs Housing
Post-Dev Basin Characteristics
DRAINAGE AREA CHARACTERISTICS
Description Soil Group CN Area SF eN'" Area
PavemenUCement D 98 9,541 40 935,057 20
BUilding 0 98 6,93830 679,95340
Pond 100 2,280 00 228,00000
Grass C 74 3,977 50 294,33500
Total _n --- 22,73720 2,137,345 60
IContnbutlng Area
lComposite Curve Number
ITlme of Concentration
o 52 Acres
I
9401
15mm
ORIGINAL
RECEIVED
JUN 2 6 2006
PlANNING DEPARTMENT
CITY OF CLEARWATER
INPUTPR TXT
I ilJ Advanced Interconnected Channel & Pond Routmg (ICPR Ver 220) [1]
COPYright 1995, Streamline Technologies, Inc
********** I nput Report ********************************************************
- - ------ C I ass N od e --------- - - ---------------- - ---------------------------- -----
Name 00100 Base Flow(cfs) 0 Imt Stage{fl) 465
Group BASE Warn Stage{ft) 0
Comment
Tlme(hrs) Stage(ft)
o 46
48 46
--- - .--- C I a ss Nod e- ____ -. - - ------------------ - - ------- _____________u___ - - - ----
Name 01000 Base Flow(cfs) 0 Imt Stage(f1) 47
Group BASE Warn Stage(ft) 49
Comment
Slage(f1) Area(ac)
47 0 032
475 0037
48 0 042
485 0047
49 0 054
495 1
--- - - - - - C I a ss Bas I n -- - - - ----- --. - - - - - - - - - n - - - ---- - - - - - - - - - - -------------------
Basin 01000 Node 01000 Status On Site Type SCS UnII Hydr
Group BASE
Unit Hydrograph UH256
Ramfall File FLMOD
Rainfall Amount(ln) 9
Area(ac) 0 52
Curve # 94
DCIA(%) 94
Peak Factor 256
Storm Durallon(hrs) 24
Concentration Tlme{mln) 15
Time Shlfl(hrs) 0
1_'
Advanced Interconnected Channel & Pond Routing (ICPR Ver 2 20) [2]
Copynght1995, Streamline TechnologIes, Inc
********** I nput Report ***********'*"***"**** **.*********.**************..****......".
--------Class Drop Structurenn_n------------------------_n_------------n--
Name 01000 From Node 01000 Length(ft) 20
Group BASE To Node 00100 Count 1
Outlet Cntrl Spec Use dc or tw
Upstream Geometry Circular
Inlet Cntrl Spec Use dn
Downstream Geometry Circular
Page 1
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CI1V OF CLEARWATER
INPUTPR TXT
UPSTREAM DOWNSTREAM
Span{ln) 18 18
Rlse(ln) 1 B 18
Invert(ft) 46 5 46
Manning's N 0013 0013
Top Cllp{ln) 0 0
Bottom Chp(ln) 0 0
Entrance loss Coef 0 5
EXit loss Coef 0
Flow Both
Equation Aver Conveyance
Upstream FHWA Inlet Edge Descnptlon
Circular Concrete Square edge wi headwall 1
Downstream FHWA Inlet Edge Descnptlon
Circular Concrete Square edge wi headwall 1
*** Weir 1 of 1 for Drop Structure 01000 *** [TABLE]
Count 1 Bottom Cllp(ln) 0
Type MavIs Top Cllp(ln) 0
Flow Both Weir Discharge Coef 32
Geometry Rectangular Onflce Discharge Coef 06
Span(ln) 375
Rlse(ln) 16
I'
fnvert{ft) 47 75
Control Elev{ft) 47 75
Advanced Interconnected Channel & Pond Routing (ICPR Ver 220) [3]
Copynght 1995, Streamline Technologies, Inc
***** -k,k:l\; ""'* I npu t Report *******************'11*******.** ***""*~-fr*******************
--------C f a ss S I m u I a tl 0 n- --- - - n --------------- - - - - - - ------- - - - -- - - --- ---------
C \DREWSTRE\ICPR\DREWPR\DREWPRA1
Execution Both
Header FERNWOOD AVE SPECIAL NEEDS HOUSING
25 YRf24 HR DESIGN STORM
POST DEVELOPMENT CONDITIONS
---------HyD RAU lICS-----------------------------HyD ROLOG Y --------------------
Max Delta Z (ft) 1
Delta Z Factor 001
Time Step Optimizer 10
Drop Structure Optimizer 10
Slm Start Tlme(hrs) 0
Slm End Tlme(hrs) 48
Mln Calc Tlme(sec) 025
Max Calc Tlme(sec) 15
To Hour Plnc(mln)
10 15
15 5
48 15
Overnde Defaults Yes
Storm Dur(hrs) 24
Rain Amount{ln) 9
Rainfall File FlMOD
30
To Hour Plnc(mln)
15
ORIGINAL
RECEIVED
JUN 26 2006
Page 2
PlANNING DEPARTMENT
CITY OF CLEARWATER
,.
INPUTPR TXT
nn__mG RO UP S ELECTION S___nnnn______________~__mnnnm_mn______
+ BASE [06/06/06]
I'
ORIGINAL
RECEIVED
Page 3
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
Fern wood Avenue Special Needs Housing
RevIsed Storm water Management Report
Proposed Conditions
AdICPR Model Output
ORIGINAL
RECEIVED
JUN 26 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
6/6/2006
NODEMAXP TXT
I ~I Advanced Interconnected Channel & Pond Routing (ICPR Ver 220) [1]
COPYright 1995, Streamline TechnologIes, Inc
FERNWOOD AVE SPECIAL NEEDS HOUSING
25 YR/24 HR DESIGN STORM
POST DEVELOPMENT CONDITIONS
******UU Node Maximum Conditions. DREWPRA 1
***+**********.*~.......***.**************************************************
(Time umts - hours)
Node Group Max Time
Time Max Outflow
Name Name Conditions
Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max
(fl) Stage (ft) Stage (ft) Area (sf) Inflow
(cfs) Outflow
(cfs)
00100 BASE
01 000 BASE
o 00 46 00
12 46 49 08
o 00 -0 5000 0 00 12 46 1 53 0 00 0 00
4900 00079 893742 1200 224 1246 1 53
IJ
ORIGINAL
RECEIVED
JUN 26 2006
Page 1
PLANNING DEPARTMENT
cnv OF CLEARWATER
L1NKMAXP TXT
I,L Advanced Interconnected Channel & Pond Routing (ICPR Ver 2 20) [1J
COPYright 1995, Streamline Technologies, Inc
FERNWOOD AVE SPECIAL NEEDS HOUSING
25 YR/24 HR DESIGN STORM
POST DEVELOPMENT CONDITIONS
******........ lln k MaxI mu m Cond ltlons - 0 REW PRA 1 ********************.*******.********************-Jr-**__+******
(Time Units - hours)
Link Group Max Time Max Flow Max Della Q Max TIme Max US Stage Max Time Max OS
Stage
Name Name
Flow (cfs)
(cfs) U/S Stage
(fl) D/S Stage
(ft)
01000 BASE 1246
1 53
001
1246
49 08 0 00
4600
D
ORIGINAl
RECEIVED
Page 1
JUN 26 2006
PlANNING DEPARTMENT
CllV OF CLEARWATER
Page 1 of 1
TransactlOn # 455064
Receipt # 532239
Cashier Date 6/13/2005 11 :31 :33 AM
(CLKDMC9)
1111111111111111111111111111111111111111
Print Date:
6/13/2005 II 31 34
AM
(727) 464-3008
Customer InformatlOn Transaction Information Payment Summary
DateRecel ved 06/13/2005
Source Code Clearwater
() FAITH HOUSfNG fNe Q Code Clearwater
2401 DREW 81 Return Code Over the Total Fees $1920
CLEARWATER, FL 33765 Counter Total Payments $1920
Trans Type' Recordmg
Agent Ref
Num
1 Payments
~
~ C1\l)_H
Tendered: $2000 Refund: $080
$19 20
1 Recorded Items
1il_(DEED) DEED BKlPG 14377/1048 CFN 2005228004
Date 6/13/200511:31:31 AM
From FAITH UNITED CHRUCH OF CHRIST
/NC To F A/TH HOUS/NG INC
Recordmg @ lst=$10, Addt'1=$8 50 ea 2 $1850
Indexmg @ 1st 4 Names Free, Addt'I=$l ea 2 $000
Deed Doc Stamps @ $0 70 per $100 1 $070
10 Search Items
10 Miscellaneous Items
ORIGINAL
RECEIVED
MAR 24 2006
PlANNING DEPARTMENT
CrN OF CLEARWATER
fi Ie / /e' \Pro gram %2 OF!l es\RecordJ ngM odul e\defaul t h tm
6/13/2005
ORIGINAl
RECEIVED
."
MAR 2 4 2006
KEN BURKE, CLERK OF COURT
PINELLAS COUNTY FLORIDA
INSTIl 2005228004 06/1:!/2005 at 11 31 AM
OFF REC BK 14377 PG 1048-1049
DocType DEED RECORDING $1850
o DOC STAMP $070
-
.
PlANNING DEPARTMENT
CITY OF CLEARWATER
Notice Tills IS a legally bwdlllg document. COllsult your attomey if YOll do 1I0t ulIderstand allY part of It.
QUITCLAIM DEED
THIS QUITCLAIM DEED, IS made on the dO 11-- day of 1i)/9i!-CIf-
, ~02.00~
by and between, Fa~th united Church of r.hri !';r, Tnt"
("Fust Party")
whose resIdence and/or mUlling address IS ?: 4 n 1 nrl"lWC .E: t rpp t- ~ C lea rl,ra t er F lor 1. 0 iI 33765
and F'r1;t-h Hnllc::;nlJ Incorporated
I ,
a _
("Second Party")
whose reSidence and/or mUlling address IS 2101 Dra\: oS trcct, Clc:lr..'.:l tcr , F lor 1d:l 33765
WITNESSETH, That In con~lderatlon for the sum of One DOLLARS:
($ 1 n fI ) paId by the Second Party, the First Party does hereby remise, release and forever qUllclaun unto
the Second Party any nght, title, Il1terest and claim whIch the Fust Party has Il1 and to the follOWIng de~cnbed real
property, together WIth any Improvements thereon
DescnptlOn of Property (ll1c1udmg any Improvements) Lots 3 _ 6, B lock F, Ea s t wood T er race
third addition, according to the map or plat thereof as recorded in
plat book 51, page 65, of the public records of Pinellas County,
plor1da, together w1th the property lying easterly of and w1thin
18.00' thereof be1ng south of the easterly extens10n of the north
l1neof lot three and be~ng north of the easterly extenslon of the
south line of lot 6, together be1ng more particularly described as
follows:
Begln at the northwest corner of afore sa1d lot 3, thence run
589038132" E, along the northerly Ilne and extens10n thereof sald
lot 3, 118.00 feet; thence 5 00025131" W, being parallel and 18.00'
east of the east llne of'sa~d lots 3 - 6, block P, 247.74 feet to
the extension of the south llne of afore sald lot 6; thence
A~~~~~~f;!~~~rdttR~~R'Mi~~~~~~ N 89038 1 321t W, a long
sa1d southerly l1neand extenslon thereof sald lot 6, 118 feet to
the easterly rlght-of-way llneof Fernwood Avenue; thence N 00025131"
W~ alon~ the easterly ~1ght-of-way ltne,.247.~4 feet to the po~nt
of beg1nning.
Containing 0.67 acres more or less
TO HAVE AND TO HOLD the above descnbed propeny unto the Second Party, and the Second Pdfty'S
executors, administrators, successors and assigns forever
It IS undelstood thdt thiS conveyance I~ made WIthout covenants or warranties of any kind, either expre~~ or Imphed
IN WITNESS WHEREOF, the FIrst Party ha~ Signed and sealed thl~ QUltclaIn1 Deed on the day and yeclr fIrst
above wntten C A t1.;.;.... A. i<.e j E 1.3 ..... G
WItlle~ses,
/) ......, - .....,
;1 u-ty ","'i ~ L Yf ...i.L.LA A.J -<!
/'VJff~t( /...O,u'scs- !(cct/c-~
elf th~J: -' J. IJmh J
G;n t 1,,4 ,t73/ate
~~CNwJ.L [L
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FI9I~H LlNI-'~O
(L S)
t:. Hv1~...H vr
Crt,Clf> 7
(L S)
~FORM. 102gB
Q Copyrlghl Rea,loml 1993 2
."
ORIGINAL
RECEIVED
-..
1
MAR 2 4 2006
PlANNING DEPARTMENT
CllV OF CLEARWATER
STATE OF F/or(-o(o..... )
COUNTY OF h'ncl/a.s SS)
On O~.... ~-c2005~efore me
,
(date)
/lar~ Dt;- W6-r-
(name and utle of officer tiling Acknowledgement)
('rtt<.OL. Kfi..IboUF
, personally appeared
(name(s) of person(s) signing mSlrument)
penonally known to me (or proved to me on the basIs of saUsfactory eVidence) to be the person(s) whose name(s) is/are sub-
scnhed to the wlthm Instrument and acknowledged to me that he/she/they executed the same In hIs/her/thelr authonzed
capacltY(les), and that by hIslher/thetr slgnature(s) on the Instrument the person(s), or the entity upon behalf of which the per~
sones) acted, executed the IOstrument
WITNESS my hand and officIal seal
iA'i'1-\'~
f. .\
'a., ~l
~Rrlt~~
HESTER DE WET
MY COMMISSION # DD 100591
EXPIRES Apn17, 2006
8orIdod Thru NQt.ory fllbllc U'ldorwnlea
S,gna~~~
/Ie-s:n:7{j iJ~- 61
Rlad the m"lruclLotlS and other Imponant mformauon on the package When usmg llus form you Will be aclmg as your o...n attomey smce Re,l1form ,IS adv,sors and retailers du
nol render legal adv,ce Or servIces Red1fonn, us adVISOrs and relallers Msume no habllJly for loss or dlllnage resulung from the use of 11m fonn
"
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AREA SCHEDULE
TOT AL SITE AREA 29 230 SF
PAVED ROADS 9059 SF (30,9%)
BUILDING FOOTPRINT 6932 SF (23. 7%)
GF WALKWAY 488 SF ( 1. 6 %)
TOT AL IMPERVIOUS 16479 SF ( 56 3%)
LANDSCAPING 10744 SF (36 76%)
RETENTION POND 2330 SF (7.8%)
ORIGiNAl
RECEIVED
MAR 2 4 2006
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AREA SCHEDULE
TOTAL SITE AREA 29 230 SF
PAVED ROADS 9059 SF (30 9%)
BUILDING FOOTPRINT 6932 SF (23 7%)
GF WALKWAY 488 SF (1 6%)
TOT AL IMPERVIOUS 16479 SF ( 56 3%)
LANDSCAPING 10744 SF (36 76%)
RETENTION POND 2330 SF (7.8%)
ORIGINAL
RECEIVED
MAR 2 4 2006
PLANNING DEPARTMENT
CITY OF CLEARWATER
Map Name
Owner: Faith Housing Inc.
Sites: 165 Femwood Avenue
Case:
FLD2006-04029
0.67
Atlas
Pa e:
PINS:
290A
18-29-16-24264-006-0030
S;\Planning Department\C D B\FLEX (FLD)\Pending cases\Reviewed and Pending\Femwood -165 Faith
Housing (J) 5-04-()6 SK\maps\Map Request Form.doc