FLS2004-05031
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u. LI!..~ I ~"~" Plan~)'ng Dep,a[lmrnt CASE~:# ,:, ("" '" I 0' oJ J, .1 ,
(J r' ~Q,I'1iI,fl)\ i~;r 100 South' Myrtle Avenue ' DA'l1EJRECEl'l,ED' ~ ^,'; r I, ~
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-~ Telephone 72'7-562-4567 ' .. I ~WJ'" - H ", "
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LAND' Ij,S~ GGASS1FICI'\TION-'r L_
'trl' SUBMIT ORIGINAl!. SIGNED'AND,~o;rARliED P,;PPLlCATION SURROUfildlIN@' USES,'G"Fi: ';A;O'JJ(Ci:ENT
V"'--- 14- ~ " -. " PROPER1:iES ' 1 -, ,-', 1 :
~ SUBMIT;:etOPIES OF THE O~I~,I-NAl APPLl~AT,ION including , ", NORJH, I :'/0 , , I
1) collated, 2),staP,11kI and 3) fold~ sets of,~lte plans I S08ifH I' " I '
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tpa.... SUBMIT APPLlCATION FEE $-1:7-:7" ',i EAS't " l
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NOTE )ZIOT Al S~TS G.lF INF0~MI>: H9N '~E9l}1 RED , : r " I I
(APPLfCATIONS PLUS StTE PL.AN'SETS) I : I
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FLEXIBLE 'S~1\!NDARD DEV~LOPM~~~';~PILI~A1:I~g~
(ReVlSed 11105102) 'l j! I
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~PLEASE TYPE OR PRINT-
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APPLICANT, PROPERTY'OWNER ~ND"A'GEI'\.rr INF0RMATlON' (Cod~ S~ctlon 41202 A)' ' '[
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APPLICANT NAME WltJ - 'fC H-A~?1.e.;.o~ . ~ ?~\7\~t:= 4,~'JL.rF) , I
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MAILING ADDRESS Z901 'fl476'( L--AW~, C:AY-~1 KA.~.0-- -=?4';)g-~
PHONE NUMBER 1 Z 1- 1zt/J - Ii \ ':::> FAX NUMBER ( Z 7- 7 Zip - Z. ,~ 3 7
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PROPERTY OWNER(S)
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~S C/...\0T'"OM c:.t...~~. L-A~~'{ DiMM)\T c,.&:pILl-,,AC_
(Must Include ALL o~ners) 1
AGENT NAME wnJ- fr:" ~1"70~ c:.-/O OoNEJ EWI~~
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MAILING ADDRESS 290 l ~LI%'"( tM~ ~~( ~=€0?7 r=t...- ~~9';-
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PHONE NUMBER 1;:1-1.2-4'-1[ 10 FAX NUMBER ,z-'1-{Z{cJ- Z~.:; '1
CELL NUMBER
E-MAIL ADDRESS
B PROPOSED DEVELOPMENT INFORMATION (Code Section 4-202 A)
STREET ADDRESS
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PARCEL SIZE 1/ . gq I Iv
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PROPOSED USE(S) AND SIZE(S) 42;'& '5:f: ~l7\L...."?AJ-r 10 htX> "?,r ~E--rAll--
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(number of dwelling Units, holel rooms or square footage of nonresldentlaLuse)_ _
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DESCRIPTIO~~fREQUEST(S) ~S ;-rcAc:: EW:T- r---....------ ,
, I (Include all requested code devlallons, e 9 reduclion In reQlll1 OJ r~~e~ldf parking spaces, speCifiC use, etc )
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SE:RVICE~ I
CITY OF:ClEI-'lK\ 1,0. r=F
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LEGAL DESCRIPTION
PARCEL NUMBER
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DOES TI liS APPLICATION I NV9LY.E, THE~N?F~R. OF I?EV:ELOir.i~Nt ~iGHTS '(TOR), ~,p~~WSL y:tlPROVE0 Pt)N:~ED1YI;:lIT
DEVELOPMENT, 0 R A PREVIOUS ~y, APPROVE~ (GER'l'"1 FIE OJ SlifE PlA,N? YES _ NO ':>_; If ye_~, att~fh a ~opy of \herapPIt~able
documents) , ~ 'J", ' " I, I
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PROOF OF 0WNERiSAfp~ '(Cod~"Sett,on ';~O'2:.A.5f I'''' - ~- I ~,1' r, - ;', Il' ,,, 'j: I" "
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~ SUBMIT A COpy OF THE TFfLE INSURANCE POLICY, DEE0 0R,AFFIDAVIT ATTESTING>TO ffHE OWNER1 SHIp, OF THE FjROPERTY
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WRITFEN ~t;JE3MI;jil:AL R~QUI~~MiN7r:~ (Code, SectIon 3~9{13 'A) ,~', '~1J" r' ':' t'; :11:: -l '
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P'J- Provide complete resppnses to the slx'(6) GENERAL APPLlCABIUJY CI1FfERIA..!. Explain how~'ea<ch'cnterla IS achieved' In 'detail ,
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The proposed development of the laQd Will be In harmony with the sea Ie, bu~k, coverage densllYfanc charao;:errof adJac~nt P~oPl Frtles In which It
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The proposed development Will not hinder or discourage the appropnate dev~lopment and use of'adJ8centland ~nd bUildings or slgmficanlly
Impair the value thereof Ii, r
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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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use
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The proposed developmenlls deSigned 10 minimize traffic congestIOn
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The proposed development IS conSistent With the commurllty character of the Immedlale vIcinity of the parcel proposed fOI development
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The deSign of the proposed development minimizes adverse effects, Including visual, acoustic and olfacto.!Y_<l!Jd_hours of-operation Impacts
on adjacent properties l ~ ~ p r ':'\ n p r""""", I
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Address the applicable flexibility criteria for the speclhc land use as listed In eac ZOnll1j9L9tSI(I!;No..whlch the waiver IS requested I use separate
sheets as necessary) - Expla In how c!:ltefla IS achieved, In detail \ S E RV ICES , I
\:::. A iEl.n- C-- CITY OF CLEARWATER '
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Pag e Z of 6 - FleXible Sl and ard Development A pphc~t IOn - City of Clearw at er I
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~ SITE PLAN with !h~'followlng Information (noLlo exceed, 24. x 36")
_ All dimensions,
North arrow,
Engmeenng bar scale (minimum scale one Inch equals 50 feet), and date prepared, '
Location map, '
Index sheet referenCing individual sheels Included In package,
Footpflnt and size of all EXISTING bUildings and structures,
Footprmt and size of all PROPOSED bUildings and structures,
All required setbacks,
All eXlsllng and proposed pOints of access,
All required Sight triangles, ,\ ,
Identlficalion of environmentally umque areas, such as watercourses wetlands, tree masses, ~nd specimen
trees mcludlng deSCription and location of understory ground cover vegetation and Wildlife habitats, etc, :
Location of all publiC and private easements 1 ,
LocatIOn of all street rights-of-way Within and adjacent to the site ,'i
Location of eXIsting public and pnvate utilities, Including fire hydrants, storm and sarlllary sewer lines, manholes and 11ft stations gas
and water Imes, 'I '
All parking spaces, driveways, loading areas and vehicular use areas, ,I
DepictIOn by shading or crosshatchmg of all reqUired parking lollntenor landscaped areas," , i
Location of all solid waste containers, recyclmg or trash handling areas and outside mechanical equipment and all reqUired screenrng {per
Sec!lon 3-201 (D)(I) and Index #701}, i I
LocatIOn of all landscape matenal ' ;
Loca!lon of all onSlte and off site storm-water management faCilities, 'I
Location of all outdoor lighting fixtures, and , ,
Location of all eXisting and proposed Sidewalks
1J;l... SITE DATA TABLE for eXls!lng, requ Ired and proposed development, m written/tabular form
Land area In square feet and acres
Number of EXISTING dwellrng umts,
Number of PROPOSED dwelling units, L
Gross floor area devoted to each use 0 B \ G \ N A
Parkmg spaces total number, presented in tabular form Wllh the number of reqUired spaces,
Total paved area, Including all paved parking spaces and driveways expressed In square feet and per la e of the paved vehicular area
Size and species of all landscape matenal
OffiCial records book and page numbers of all eXisting utility easement
BUilding and structure heights
Impermeable surface rallO (I S R), and ~ IC (-
Floor area ratio (F A R) for all nonresldenllaluses 0 "
II!- REDUCED SITE PlAN to ,~I, (8 "X 11) oed rolo"'"d"", "po",bl, , '\ {;; __~ _
'" FOR DEVELOPMENTS OVER ONE ACRE, prOVide the follOWing addltlonallrlformallon on site pia Lnl
One-foot contours or spot elevatIOns on Site, L -
= Offslle elevations If required to evaluate the proposed stormwater management for the parcel,
_ All open space areas, , I _ _. _
Location of all ea rth or water ret81rlmg walls and earth berms PLA N f\.1~, l ~
Lot lines and bUilding lines (dimenSioned) S _I
Streets and drives (dimensIOned), ,
BUlldmg and structural setbacks (dimenSioned),
Structural overhangs,
Tree Inventory, prepared by a 'certified arborlst
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SUPPLEry1~~t~~ S0J3MI~T<tq_ BEQUIR"EMiNT.S (8o,de se,cti?n:i~1if21:~l- :"~ ',~ ~ " l !F I' ;,'< '1
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'SIGNED ANp SEAL_ED SURVEY (l!1ch.idmg legal deSCription of property) - One onglnat:all~'t2 <;;gp!es, \ I
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TREE SURIUEY (Including eXisting trees on site and Within 25 oHhe adjacent slte~by speeresi'slze (DBH~4' or'gfeaten)t'and location
Includmgdrlp'lin~sandliid~catlngt~ees'tbberemoved), . ' \-i,~' ') :(\:l'rl."",1."t,t' ", ,- ',:' ~',I '
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LOCATION MAE' OF THE'RROPERTY, '~, ~, ' iP "\",~),," ; , "'<"1
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PARKING DEMAt-lD STUDY In conjunction With a request to make devlatlons'to the parkl'ngVstanda"rds'(le Reduce number of spaces)
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Pnor to the subm lit al of, this appllcat IOn, t he met hod ology of such st udy 'shall beYal1prov,ed -toy"! he ,€oljl'lmufllt y, Oevelopment
Coordll'lator a-nd shall be -In^ac~orda~c-e' w Ith ~cq'Pted traffiC engmeenng pr~;;c;ples-:,l :rh'e{\hndln-.igi of t~ersiudy will "bJJu'seb I~
determining whether or not devlat;6ns to the parking standards are approved~' ',' " '_'v.: )i ~ v'<;"'"t "I" :) ':~ "r"
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GRADING, PLAN: as applicable, , ';" If,> ~ 'I 1
PRELIMINARY PLAT, as reqUired (Note BUilding permits Will not be Issued until eVld~ncei~f:ricir~I~J,a ~nal'~lat'ls pr~~ld~CI))'
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COpy OF RECORDED,PLAT, as applicable, .' . ! .,.. ,/ "'&h ~J" i I I
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SITE PLAN SUBMITT.AL REQUIREMENTS ,(Code'Sectlon,4.202 At, ,~ I ~':,
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of all trees 8' DBH or greater, reflecting Size, danopy (dnp lines) and condition o~ Such trees
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Page 3 of 6 - FleXible Standard Developmel1t Appllcatlol1- CI!'Y of, Glearw,ater
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SiP0RMWA:TER PbP{N/SJ~t~~FJi:rft:1l: REmWIREMEN'fS' (City 9f Cle~riW~ter'OEtSlg~. Cr.te'JJa tMan~'~pma
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STORMWATER PLAN-rndudmg\the...followmg re~U1reinents ~Il I l") l I 1,1
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EXisting tQPQg rap~y e:cten~ln~ 50j~el7l\P.~~a,nd,..~ll prQP~r;ty Irn,:!s) ^' " ""', ( I ~ t. { , , I}, , ~
Pror,lOsed gr~dlng Incl~d!n~ 'finl~~,:~,.f!oar"elt;v~,I'Qns of'alJ str~7tures,. , ^ ,( " , I ,- l } . . J J '~
All adjacent _s_treet~ ana';nu.n~cIPfll ~tf'ri')1~ sy~!erT,1~, I . I, '" , -, : ' '; ", : I I
PrQpased stormw]lter ~el~ntl.9n'Jretertlon \,rea/lncludlng !QP of bank, t?e of slape,a!1d outl7~ co~tral structu,re ';: J
Stormwater calcul~IIQnS for ,aU€1n.uatlon 'and ,wilter ,q ~allty , <' I ' I (
Signature Qf'Flonda registered Rrafesslonal Engineer on all plans and calculations I , ' I' r
COpy OF PERMIT lNQU;RY li~E~ O:R ~OUTHWES:r FI!.OR!~A WAljER MiN;~EMENj. bls'Ti~lel>~SW~WM'D))~~MI~ S88MI'T-rAL
(SWFWMD approval IS 'req ulre~ pnor, tQ I;su~ance, .of City BUI191n9 Perrilrt): If appllcaglEt -:~. ,,' ~ : ' ,~ ' ,JI I' 'I \ { ~1" 'II .,
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COpy OF STATE AND COUNTY SJORMWATcER SYSTEM'TIE-IN PERMIT Af?RI!ICAT.IONS:!lf,appIICable ' " j
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LANDSCAPING PLAN SUB MITT AI;; REQl:JIREMEN;rs (SectIon 4-1102 A): ,- r' , r, " 'I' I:' 1
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LANDSCAPE PLAN
All eXisting and proposed structures
Names of abutting streets
Drainage and retentlQn areas including swales, Side slopes and bQttom'elevatlOns,
Delineation and dimenSions of all required penmeter landscape buffers:
Sight VISibility tnangles,
Delineatlan and dlmenslans .of all parkmg areas including landscaping Islands and curbing"
ProPQsed and reqUired parking spaces I
EXisting trees .on-site and Immediately adJacentta the Site, by species size and locations: Including dnplme, i'
LQcatlon, size desCrlptron specifications and quantities .of all eXlstrng and proposed landscape matenals, rncludrng bolanlcal and
cammon names : I
TYPical planting details fQr trees, palms, shrubs and ground cover plants rncludlng rnstrucllons\ SOil mixes, backfilling mulching and
protective measures, I '
Intenor landscaprng areas hatched and/or Shaded and labeled and Interior landscape cQverage, expressing In bQth square feet and
percentage covered, I I
Conditions of a preVIQUS development approval (e g conditions Imposed by the Community Development Board),
I rngatlon notes
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REDUCED LANDSCAPE PLAN to scale (8 y:; X 11) (colQr rendering If pOSSible)
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IRRIGATION PLAN (reqUired for level twa and three apprQval)
COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable
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BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS (Section 4-202 A 23)
ReqUired In the event the application Includes a develQpment where deSign standards are In Issue (e g Tourist and Downt6wn Districts) or as
part of a CQmprehenslve Infilt RedevelQpment Prolect or a Resldenliallnflll PrOject
BUILDING ELEVATION DRAWINGS - all Sides of all bUildings rncludlng height dimenSions colors and materials
REDUCED BUILDING ELEVATIONS - four Sides of bUilding With colors and matenals to scale (8 y:; X 11) (black and white and color
renderrng, If pOSSible) as reqUired
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SIGNS! SectIOn 3-1806)
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All EXISTING freestanding and attached signs Pravlde photographs and dlmenSIQns (area height, elc) indicate whelher they Will be
removed or to remain
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materials and drawmg
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All PROPOSED freestandmg and attached signs ProVide details Including locallQn, Size, height, colors
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CQmprehenslve Sign Program application, as applicable (separate appllcatlQn and fee reqUired) ~_ _'_ _
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Reduced slgnage proposal (8 'h X 11) (colar), If subm l!tmg Comprehe nSlve SI9 n Program a PPI'rrlrpn- ,
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"'g' 4 of 6 - FI",bI, Stand", O,v,'opm,n' App'fCatfOn, e"y of alea",at,r ,L __[I ~
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SIGNkvpR~
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I, the undersigned, acknowledge, that all representallons m,!de In'th:s
applicatIOn a re true and accurate" to -the be st of my knowledge <:!n'd
authorize City representatlv~s tO'VISlt and photograph the property
deSCribed In thiS 'application
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Page 5 of 6 - FleXible $t andard Development ApplicatIOn - City of Clearw ater
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PARADJS~ DE~ELOPMBNT GROUP
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ThIS letter. dOes authonzerW;n.Fl Hamson1to act on behalf o~'SCb'It:s(eustom'Cle:af1ers~,
loc h, regarcl'to all' r~g"~la1oty Bgencles, dep~rtTylents and gQ~~:rryhiei1taf ~ge~C1~,s' :O'f
Pll:lellas County Government concerning all applicatIOns and permits' necessary1 for' the' '
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constryctlon and de'{elopment of the R~!all Strip at tt;\e 'Intersection; of F:t" HarTISOI;l~and
Tumer Street. " , 1 ,] I '
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May 1'8, 2004\
LETIER OF A~T'HdRlZATION
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STATE OF-FLORIDA
COUNTY Of f'IUCLlAS /\1\_0 C.- U/)
The foregOing Instrument was acknowledged before me thl~t/J4 day of I
, 2P?4, by J4/l1C.s (2 SE<.H $-, He IS personally I<.nown to,me or has produced i
r / ..t'r:'. C 4> as IdentIfication -, r
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Print Name /a-.--:Y1~ /" ,:.?'\ P"7b-.._:LJ
(Notary Seal) Notary Public, Stale 0 N L
CommISSIOl1 No JJ A- i
My CommissIon ExpIres ^':' ~~m~'won Expires 01-27-2006
ORIGINAL
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PLAI\:N,~~:::: 8. ~ \Wll~ '
SERW;ES
CITY OF C<.-E ",!..lV/A ~
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May 18, 2004
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ThiS letter does auttionze' ,Wln~Ft Hamson to-act of,1 behal,f p( 4,apy Dlmr;n I~t Cad lil,as (r ;
regard to all regulatory agencle)>, departments and goveromen1tal agenqes of Plnellas '
County Government concerning all applications I a(1d p~rm'Jts< r.iecessary for; the ~
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construction and development 0 ~the Retail Stnp, at the In!erseqt~011 of, Ft~ rlarn,sonj afild I
Turner Street ",". I "f
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Signature -l \\ \.JJ,.. . . -- -- ~ --- " \' - ,
Richard Dimmitt. ~
Chief Executive Officer
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LETTER Of AUTH08.IZAirl0N, I' ,,',
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To Whom H;May Concern,
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before me thiS /8 day of
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me or has produeed
STATE OF FLORIDA
COUNTY OF P1NELLAS
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(Notary Seal)
Pnnt Name
Notary Pubhc, Stat
Commission No
My Commission Expires
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PATR!W A CLOUGHSEY
MY COMMISSION ~ DD 131209
E XP I tiE S Octobef 2 j, 2005
Roodod T tvu f.Ol<ilf"/ P\Jbl~ Undel'\'/roors
ORIGINAL
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ESftmate for Ft. 8m 115011 Retml Shoppe.. - 535 S Ft Hm rl\on
ON SITE COSTS
'T GENERAL CONDITIONS
'T EARTHWORK, GRADING & FILL
'T STORM DRAINAGE
'T SANITARY SEWER
'T WATER SYSTEM
'T PAVING, SIDEWALKS, CURBS
'T LANDSCAPING & IRRIGATION
'T SITE LIGHTfNG
'T SCR EENING WALL
'T BUILDING SHELL CONSTRUCTION
TOTAL ON SITE COSTS
E~tinuted Costs
$
10,000
20,000
40,000
5,000
20,000
80,000
55,000
20,000
20,000
1.116.000
$
1,386,000 $93 15 / SF
"L~PLANNING & DEVELOPMENT; ,(
, ' ; ~ ' SERVICES <, t ,j
" CITY OF CLEARWATER :\ ),',1
Forhzzo Law Group, P A
2903 Rigsby Lane
Safety Harbor FL 34695
(727) 669-0550
FAX' (727) 669-6929
Commonwealth Land Title Insurance Company
COMMITMENT FOR TITLE INSURANCE
SCHEDULE A
Order No: 4l197099CA
Customer Reference No:
EffectIVe Date: March 9,2004 at 800 am.
Pohcy or PoliCies to be Issued.
a) ALTA Owner's Pohcy (10/17/1992) With Florida ModIficatIOns
Proposed Insured: PARADISE DEVELOPMENT GROUP, INC., a Flonda corporation
Amount of Insurance: $700,000.00
b) ALTA Loan 1992 With Flonda Modificatlons
Proposed Insured: TBD
Amount of Insurance: $
2 The estate or mterest ID the land descnbed or referred to m thiS Schedule and covered herelD IS a Fee Snnple and title thereto
IS at the effectIve date hereof vested m.
SCOTTS CUSTOM CLEANERS, mc , a Flonda corporatIOn, as to PARCEL ONE, and LARRY DIMMITf
CADILLAC, INe , a FlOrIda corporatIOn, as to PARCEL TWO
3 The land referred to m thIs COmmItment IS descnbed m Exlub1t "A" attacbed hereto and made part hereof
co@~
BY.
Author 1cer or Agent
ThIS Comrmtment IS mvahd unless the msunng prOVIsIons and Scbedules A and B are attached
Order No: 41197099CA
Reference No:
Schedule B Section I
Requrrements
The followmg are requirements to be comphed with
Payment to or for the account of the grantors or mortgagors of the full conSideratIOn for the estate or rnterest to be rnsured
2 Instrument(s) creatmg the estate or mterest to be InSured must be approved, executed and filed for record
A Warranty Deed from SCOITS CUSTOM CLEANERS, INC., a Flonda corporatIOn to PARADISE
DEVELOPMENT GROUP, INC , a Flonda corporabon, conveyrng PARCEL ONE, together with eVidence
satISfactory to the Company of the corporation's good standrng under the laws of Flonda, and a satisfactory
resolutIOn from ItS Board ofDrrectors spectf)rmg the officers who are authonzed to execute said deed
B Warranty Deed from LARRY DlMMITI CADILLAC, INC , a Flonda corporation, to PARADISE
DEVELOPMENT GROUP, INC , a Florida corporatIon, conveyrng PARCEL TWO, together With eVidence
satIsfactory to the Comapny of the corporation's good standmg under the laws ofFlonda, and a satisfactory
resolution from its Board ofDrrectors specLfymg the officers who are authonzed to execute saId deed
C Mortgage from PARADISE DEVELOPMENT GROUP, INC. to a lender TO BE DETERMINED
3 Payment of all taxes, charges, assessments, leVied and assessed agamst subject prerruses, which are due and payable
4 INTENTlONALL Y DELETED, COMBINED WITH ITEM 2A
5 Proof satisfactory to the Company must be furnished showmg proof of the legal eXistence of PARADISE DEVELOPMENT
GROUP, INC
6. Proof of payment, satisfactory to the Company, of any taxes, charges, hens, and assessments due the City of Clearwater
7
8.
INTENTIONALLY DELETED
9
Record Notice of TermmatlOn pursuant to SectIOn 713 132 F_S tenrunatmg the NotIce of Commencement recorded
December 12, 2003 m OffiCial Records Book 13254, page 2021
NOTE See Chapter 39 Commonwealth Land Title Insurance Company Underwntmg Manual for speCific gUldelmes
Record m the PublIc Records a release or sabsfactlOn of the followmg Itst of Judgment(s) m favor of the vanous Plambffs
lIsted thereon, or Ul the event that one or more does not apply, record a satisfactory Affidavit from D Scott Douglas, fanner
owner of a pomon of captIOned premIses, that he/she IS not one and the same person as any of those persons Similarly named
ill the numerous Judgments, Liens andlor proceedmgs recorded m the PublIc Records of Pm ell as County, Flonda, listed as
follows Official Records Book 5817, Page 1115 Official Records Book 6441, Page 643 OffiCIal Records Book 10187, Page
2314 OffiCIal Records Book 10312, Page 2090 Official Records Book 10314, Page 1184 Said AffidaVit must contam the
legal descnptlOn of capboned property
Order No: 41197099CA
Reference No:
Schedule B Section 2
Exceptions
The policy or pollCles to be Issued will contam exceptions to the following unless the same are disposed ofto the satlsfactJon of the
Company-
1 Defects, hens, encumbrances, adverse clauns or other matters, If any, created, first appeanng m the public records or
attachmg subsequent to the effective date hereof but pnor to the date the proposed UlSured acquIreS for value of record the
estate or mterest or mortgage thereon covered by tills Cormmtment
2 Easements or c1alIDs of easements not shown by the PublIc Records, boundary line disputes, overlaps, encroachments, and
any matters not of record whIch would be disclosed by an accurate survey and mspectlOD of the premlses
3 RIghts ofpames m possessIOn, other than the record owner.
4 Any hen, or nght to a ben, for servIces, labor, or matenals heretofore or hereafter furmshed, IIDposed by law and not shown
by the Fubilc Records
5 Taxes and assessments for the year 2004 and subsequent years
6 Tenns and condJtlODS of any unrecorded leases
7 Any loss or damage resultmg from the acttons of the Umted States Government or others ansmg from the presence of
contaminatton, underground tanks, pipes, etc , as reCIted m reports contamed m Tax Sale Case No 90-330915 and m SUIt to
QUiet Title Case No 90.21347
8 Easement(s) in favor of Florida Power Corporation set forth in mstrument(s) recorded m OffiCIal Records Book 4999, Page
739 (As to Lots 9 and 10, PARCEL TWO).
NOTE All recordmg references m tlns comnutment/pohcy shall refer to the Public Records of Pm ell as County, Flonda, unless
otherwise noted
NOTE In accordance With Flonda Statutes section 627.4131, please be advlsed that the msured hereunder may present mqulrles,
obtain mformat1on about coverage, or receIve asSIstance in resolvmg complamts, by contactmg the Commonwealth Land Title
Insurance Company RegIOnal Office, 201 South Orange Avenue, SUite 1350, Orlando, FL 32801 Telephone 407-481-8181
Order No: 41197099CA
Reference No:
Exhibit "A"
PARCEL ONE'
Lot 4, and the North 52 6 feet of Lot 5, Block 2, PLOT OF THE WALLACE ADDITION TO CLEAR WATER, FLA , accordmg to
the plat thereofrecorrled m Plat Book 3, Page 6, of the public records of Hills borough County, Flonda, of which Pmellas County was
formerly a part
PARCEL TWO
The South 15 8 feet of Lot 5, all of Lots 6, 7, 8, 9 and 10, Block 2, PLOT OF THE WALLACE ADDITION TO CLEARWATER,
FLA, accordmg to the plat thereof recorded m Plat Book 3, Page 6, of the publIc records of Hi.!lsborough County, Flonda, ofwrnch
Pmellas County was formerly a part, together With the south one half of the vacated alley Iymg north of and adJommg Lots 8, 9 and
10, as vacated by ResolutIOn recorded m OfficIal Records Book 3518, Page 423, of the public records of Pmellas County, Flonda
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DISTRIBUTION EASEMENT
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THIS EASHENT. Made It", day beI'*Qen
Bruce. H:arlan
thell heIrs, succeS$t)I'$ and ass,s"S ('GRANTOR"'. and FLORIDA J>QWfll CORPOAATION, a flond.. corpll/ahon
liS '\I;;ces5ors, lessees and illSS '91\5 I -GIlANTE.E"1
WITNESSETH. Thai, fo.- and In eon~ldelaho<t of ,he m"~'Ja' bentof.ls, covenanJS 3nd cond,llons hereIn
contalrll!d. GRA,NTOR grants and con\leys 10 GPANTEE an easement 10 ,"stall, ope..ne an:! malnUlOn In perpetully
or until lI1e IIse thereof IS abanOGned. such lac, hue~ ilS m..y be necessary Dr des "abl\! tor proy,d,ng eleCI"C
energy and serv.ce and COmmUf\lCatl on serv.ces, sa,d fac Illlles OIl '''9 I to:: a tel! IfI Ihe fOI '....,nl/ descnbed "Ease-
m"n\ Area'- ....,\h,n GRANTOR s "remls'" IfI Pinellas (.oumy, Flor'dll, In WII
A t"n (10) fool w,de fIIsement Area defll'ed as compflSlng that 10 foot wide ptrip
of land lying five feet on each side of the center line of Grantee's
facilities as designed and installed on th" folloving described property
Lots 9 and la, Block 2, as sho~ on the Plot of the Wallace Add~tion to
Clearwater. Florida 6~ .~~~rded in Plat Bpok 3. Page 6 of the Public
Records of H1l1sborough ~vunt). Florida of ~h1ch Pinellas County waa
formerly a part_ Together with that part of the south one-holf (~) of
the vacated alley lying north of and adjacent to said lot~ 9 3nd la,
; he ngh!\ herc,n grapted 10 GRA.NTEE bv (,RANTOR "Spec ,hcal1 y I ncl udl: la) t'.e "gill tor GRAt~TEE '0
pallol, ,",sPec!. all<.r, 'mprove. "'pal<. rebuold. re1to::81e, and remove sa,d fac.IUleS. (b) II>" rrg,,! for GRANTEE to
,nc.e8se or dCl:rlla'e the voltage and 10 change Ihe q""nt>ly a ncl Iype 01 facl hIles, lc) -".. nghl 101 GRANTEE 10
cl~I" the Easement Area of Iree$, Ilmt-s unde.gro....," dnd olher phys,cal obJl!ch ....h.ch. ,n the Opinion of GRANT-
EE endange, or I nletfere wIth Ihe sale and efllc ,Pnl ,nsta rr a I,on. eoeratlo'l or "'III ntenanee of "Sa Id 'ae'11I 'es.
ld: ,~!! "s", I~ C-RA.NTEE 10 lI,m {lr r..move <'Inv tomber ad lacent to but out~ Ide the Easemenl Area wh.ch. In Ihe
OIl"'llOfl ot GRANTEE. endanpers or ln1l!rl..,ps ....,Ih the sale and eff,c.ent Installallnn, Op,lrat1on or ma'nlenat!Ce
of saId fac II,t ,es I el tile leasonable 109M for GRANTEE 10 enler upon landS 01 'he (,~AI'JTOR ad Iilcenl to sa.d
Ease~nl Area {or 'he purpose 01 e~e'c Is,"g Ihe " gill S nelel n granted, and t f I a II Olher "ghts and privileges
reasonably necena,y Dr COnyen,e-.t 10' (,'lANY;::E-s sille and efflClenl InSlallilf,on. Q?E'rLt,on and maIntenance
of s.lId lac, Jo ',es a"" 101 !I'lI enJovmen [ and use 01 sa ,d easement fer tn.. IlU'poses de~c"bed abl>~e
GRANTOR hereby c;o"enanlS an~ agrees thaI n;:, bu. I dIngs. str~Clure" 01 obslacles lellCepl fences) shEIl
be localed. constructed. i!~Cayaled er created ..tt~ln [he Easement Area_ If fences are Inslalled, they shall be
placed 50 ...s 10 alto.... ready access to GRANTtE 5 'aClllheS aflll provide a "or~l"g spaee of not less tl;an s""'
feet 16 ) on the openooll s,de and one fool P'I On the Olh", thre.e S Ides of any pad mounted tranS lormer - If GRANT-
OR's IUlUr'! orderly deyelopment of ~h" premIses,s 00 phySIcal co,..U,ct ..,Ih GRANTU'S fac.llt'es, GFlANTEE
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agreed opan Easement Area In G/tANTOR's p1em,uS, prOVided Illill prior to lhe relcc::allon of slud fac,lil'U (81
GRANTOR shall pay 10 GRANTEE tile ".11 expecled cost of tile .elocahon e5 estlmaled bV GRANTeE, and (b)
GRANTCJI snail e_ecule and dilllver to GRANTEE. at no CelSl, an ilCceptable and recordilble easement to COVill' 1116
relocated lac,lllles. Upon the complet'on 01 lhe ,elocalll)l'l. lhe easement lII:.e'" shall be conSlIiered canee lied
liS to lhe pCIl1lon vacated by such '0 loca II on.
GRAN101\ covenanlS not to I~lellete w"h GRANTEE's fac,lItles wlthu'" lhe Eilsement Area m GRANTOO's
prlll1'llseS, 800 GRANTOR furlher covenant.s; 10 mde...mly 8Ild nold GRANTEe hitl'm'e!;S from any and all dama1l8s
alld lI'\Jlinas. whether 10 persons Of propelty, .e,..III"O Irom >nterlerenee ""Ih "'~4NrEE's fae,I'lIes bV GRANTOR
00 by GRANT(Jl's 8~nl$ Of employees.
GRANTOR hereby warranlS and eovenants {al Il'Ial GRANtOR IS the owner of lhe fe~ Simple ulle 10 tile
p'Bllllses HI which the above desenbed Easement Area ,$ localed. (b) Il'Iat GAANTOO MS full "gill and lawlul
aulhorlly 10 granl erd convey UllS easemenl '0 GRANTEE. arod (el Ihal GRANTEE shall have qUJet and peacel~1
possession. use and enJoymefTl of 11'115 ",es.emcnt
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All COlleNI nlS, ter ms. prOll' S ",ns and C 01'1<111' Oll S her "', <I e onl a ,1tll1 sh a II InlJfe and c):, end loa nd be obllll"
310cy upolllhe he'rs I sliece5soTs. lessees and an '!;lns of 11'1" res peC II "'" parl.e~ l'Ier..m
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I'I:lndS and sea IS hav" bl!-en nerelinlO alt ,xed 11'1 '5 ...L.L- day of
IN WITNESS WMEREOf'. Ihe GRANTOR s
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STATE O~ ~LC.IUDA \
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COUNH OF PINELLAS I
The 101890'1'19 easemenl witS acknowledged before me th,s 13th day 01
Feb:E:'uarv
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by BROCE HARLAN
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as GRANTOR.
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PJj.l'~:"i,\ .:I El O!::VELOPMI:N"( SvCt,
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FLS2004-05031
535 S FT HARRISON AVE
Date Received: OS/26/2004
FT HARRISON RETAIL
ZONING DISTRICT: D
LAND USE: CBD
ATLAS PAGE: 295B
PLANNER OF RECORD: NOT ENTERED
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CITY OF CLEARWATER
tONG RMGr PlANNING
DrVELOPMFNT RFVIFW
PlANNING DEPARTMENT
POST OFFlcr Box 4748, CI.EAR\tIAThR, FLORJDA 33758-4748
MUNICIPAL SERVICES BUIWING, 100 SmITH MYRTIE AVENUe, C1F.ARWATER, FIORJDo\ 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
September 3, 2004
Wm-Ft Hamson
Mr Owen Ewmg
2901 RIgsby Lane
Safety Harbor, FL 34695
RE Development Order regardIng case FLS2004-05031 at 535 South Fort Hamson Avenue
Dear Mr Ewmg
ThIS letter constItutes a Development Order pursuant to' SectIon 4-202 E of the Commumty
Development Code On July 8, 2004, Development ReVIew COIIllIllttee (DRC) revIewed your
applIcatIon for FleXIble Standard Development approval for redevelopment of a property zoned
Downtown The request IS for constructIon of a 14,836 square foot retaIl and restaurant strIp center
WIth a parkIng reductIon from 106 to 79 parkIng spaces, under the prOVISIons of SectIon 2-902 M/N
and the Clearwater Downtown Redevelopment Plan The DRC recommended approval of the
applIcatIOns WIth the follOWIng bases and condItIons
Bases for Approval
1 The proposal complIes WIth the FleXIble Standard Development cntena as Restaurant and RetaIl
Sales and ServIce per SectIon 2-902 M and N
2 The proposal comphes WIth other standards In the Code IncludIng the General ApplIcabIlIty
Cntena per SectIOn 3-913
3 The proposal IS In comphance WIth the VISIon, Goals, Objects and PolICIes of the Clearwater
Downtown Redevelopment Plan and the Downtown Core character dIStrICt
4 The development IS compatIble WIth the surroundmg area and WIll enhance other redevelopment
efforts
CondItIons of Approval
1 That a umty of tItle document be recorded and a copy prOVIded to the Planmng Department pnor to
Issuance of a bUIldIng penmt
2 That the Open Space Impact fee be paId pnor to Issuance of a bUlldmg permIt
3 That all FIre Department Code requIrements be met pnor to the Issuance of any permIts,
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111.\"1 11'\\111100., VIC 1 i\!,\\OII ( (l\1\II"I()NI U \\'1111 j\1 \ (d, \\, ( ()\I\II"I( )\11(
11(\0." 111111I,\1(1) ((),\1\II"Ulj\111 (i) Bill l(lj\'()j\ ((I\l\lI"I()\II,
"I OIIAI r~tJ'I()'M1 NI A'I1l AIIIIIMt\ll\J A( II()\ I MI'IO)J I,'
September 3, 2004
Wm-Ft Hamson - Page Two
4 That all Engmeenng Department Code reqUIrements be met pnor to the Issuance of any permIts,
5 That the final bUIldIng elevatIons mcludmg final colors and bUIldmglroof/wmdow/tnmletc
matenal samples be subrmtted to Planmng Staff, pnor to Issuance of a bUIldIng permIt, and be
consIstent WIth the elevatIons dated subrmtted August 25, 2004,
6 That any future changes to the bUIldIngs (color, matenal, deSIgn, fencmg, etc ) be reVIewed by the
Planmng Staff,
7 That all sIgnage meet the reqUIrements of Code and be archltecturally-mtegrated WIth the deSIgn of
the bUIldIng WIth regard to proportIon, color, matenal and finIsh as part of a final ComprehensIve
SIgn Program package (as requITed) subrmtted to and approved by Staff pnor to the Issuance of any
SIgn permIts whIch mcludes that
a All SIgns be deSIgned as part of an overall theme that respect, enhance and contnbute to the
archItectural style, detaIlmg and elements of a bUIldmg,
b All SIgns conSIst of deSIgn, colors, matenals, SIze, shape and methods of IllummatIon whIch
remforce the overall deSIgn of the fayade,
c All attached SIgnS are mstalled so the method of mstallatIon IS concealed or made an
mtegral part of the deSign of the SIgn,
d All wall SIgns be located on flat, unadorned parts of a fayade such as the honzontal band
between the storefront and second floor or on WIndows, awmng flaps, fasCIa, etc , and
e The letter SIze, letter and word spacmg, font style and other deSIgn elements of all SIgnS
create an overall hIgh qUalIty aesthetIc appearance
I concur WIth the findmgs of the Development ReVIew Conllmttee and, through thIs letter, approve
your applIcatIon for FleXIble Standard Development WIth above four condItIons The approval IS based
on and must adhere to the applIcatIon, SIte plan and perspectIves dated receIved August 25, 2004
Pursuant to SectIon 4-303, an applIcatIon for a bUIldIng permIt shall be made WIthIn one year of
FleXIble Standard Development approval (September 3, 2005) All requITed certIficates of occupancy
shall be obtaIned WIthIn one year of the date of Issuance of the buIldIng penmt
The Issuance of thts Development Order does not relIeve you of the necessity to obtam any bUIldmg
permIts or pay any unpact fees that may be reqUIred In order to faCIlItate the Issuance of any permIt or
lIcense affected by thts approval, please bnng a copy of thIs letter WIth you when applymg for any
permIts or lIcenses that reqwre thIS pnor development approval
In addItIon, please be aware that an appeal of a Level One approval (FleXIble Standard Development)
may be ImtIated by an applIcant or property owners WIthIn the reqwred notIce area and who presented
competent substantIal eVidence m the level one reVIew, whIch IS the subject of the approval WIthIn
seven days of the date the development order IS Issued The filIng of an applIcatIon/notIce of appeal
shall stay the effect of the deCISIon pendmg the final determmatIOn of the case
September 3,2004
Wm-Ft Harrison - Page Three
IT you have any quesuons, please do not hesitate to call John Schodtler, Planner I, at 727-562-4604
You can access zoning for parcels WIthin the CIty through our websIte. http://www_mvclearwater.coml.
* Make Us Your Favorite!
Sincerely,
Cyntlna H. Tarapam, AICP
Plannmg Director
Cc: file
Surrounding Property Owners
S \Planning Deparlment\C D B\Standard Flex\Pendmg Cases\]- ReVIewed and Pendmg\Ft Hamson S 0535 (DjlFt Hamson S 515 Development
Order doc
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PLANNING AND DEVELOMENT SERVICES
100 SO MYRTLE AVE 2ND FLOOR, CLEARWATER, Fl 33756
PHONE 562,4567, FAX 562-4576
INSPECTION Ut'JE 562-4580
DECLARA TJON OF UNITY OF TITLE
f\.NOIN 'OF ALl MeN BY THESE PRESENTS, thol pursuonl to the O1dm..oces or Ihe Cuy of
Clearwalcr plrlalllll1g 10 the r~SIl;luce of bmldmg permit.':> and regutatlllg Itllld development dtlrvrlles' the
undersIgned belJ1g 1he fee owner (s l 01 the fol!o>.yrng dc~cnhed real plOperly sllualed'rn the Clly otiC le:1I ~\alli'
County of PI/lcllas and .state of Florrda to, ~'{ll
See ExhIQlt "A" attached.
do hereby mn~e the lollowlIlg Ued:!rdllOn of\ondlllon~, Irrllllnllons <md reslrrctlOns on said I,mds 'ber<.aHer to be
lnown and referred to as.. DEC!. ..VR \ l;/ON or UNIT) Of nTLe, as to lhe followlllg parlleuldrs
I I hat the afo[e.':>,lId pIal or eombmallon of separate lots plots_ parcds, acreage or ponrolls
thereof shall hereafter be regarded dS nnd I.':> hereby dee/Med to be unrlied !inaer lHlC' rille as un Indlvl.':>rble
bUilding ~lt~
2. l:h<ll the Sd!d~propeny shdJl hl.lICefor1h be conSIdered as Qne plol or par,-el of land ana thJlt no
portlOll thereof'sh311 be sold, 3sslgned, transferred, convey cd ,or tleVl~cd ,~cparlltely except r n 1I!> enll rcty o~ one
plOl or pDred of land
3 That IlllS Dee Inratlbn of U I) Ity of Tlllt. ~hdll conslrtut.:: ,] covenam 10 run \\.llh the land as
provided by law, aud shall be bmdrng upon 1he underSIgned and the heirS wccessor<. and as.':>lgns of the
undersigned and all portles c l:urn Illg under 1hem lInlll such -11 ofe as the same may be released rn wntrng under lhe
order of the City J'vl ,1llagLr uf the C 11)' 0 t Clearwater The UnderSIgned also ,lgre~( S} lh:lt Ih IS Instrument shall be
recorded 10 the public recoras of PlOcJJas COlrnfy f!ofldl1
Signed senled Y'llne<;~ed and ac~nowledged \Ill!, ------.h.. f.A.....-. ddY of January
2<2.0~ __~ dl C1Cill1valCr, Flonfla_
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NQRMA McGRATH
OWNER(S)
WIN-FT. HARRISON,. uro" A F1:onrJa:
lun:i.tea partnershIp
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By' POG ~~JI .
Its I~ al
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BEfORe ME personally .Jppeared Peter H. Monr ;e~ M n[?~:'n~lce ~@sldent
PI')(; T T, TNC., '" * , \0 me ~Ilown 10 b"e the p<5'rs6n( S ),descrlbed 111~ CXCCUWlO lhereof 10
her or their free act and deed for lhe uses dllll purpose herein men110ned
By:
'corparat lon,
STATE Qr FLOR!DA
COUNTY OF PINCLLAS'
WIll'JE').s my hand and oHlcml .':>cal lhls It; fA-- day of January
201,)::>
th~ fl'meral partner of WIN-FT. HAR7.ISON, ~UPVW1?. !J1:-4~a-
Not,l\)' Publr( NORMA McGRATH
My COl11lnfSSIOn E~plre.':>
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NORMA MCGRATH
MVCOMMISS\ON #CC 901756
EXPIRES AP'lt 14,2004
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EXHIBIT "A"
LEGAL lJESCRlPTION
PARCEL ONC
Lot 4, and the North 82 6 feel' of Lot 5, Block 2, PLO I OF TilE WALLACE ADDITION TO CLEA R WATER"
FLA accord mg to lhe plat thereof re(,orded In Pia! Book J, Page 6, of the Pub hc Records of H Illsborough County,
flonda, of whIch Pmellas County was fonnerl) a part_
PARCEL TWO
1 h-e Soulh 158 feU of L01 5, all of Lot,!, 6,7, 8A and ]0, mock 2, PLwr'"OF'TIIE \YALLACr:,ADDlTION TO
CLEARWATER, FLA accordmg 10 the pl1l1 thereof recorded In Plat Book 3, Page 6, Oflh<wubllC records of
Hdl~boro~gh (.ol1nty, f landa, of which Pmelldl> County'was formerly a part, 'together With the south on-e half oFlhe
v~ca1ed alley Iymg north of and adJOlnmg Lots 8, 9"md I 0, as vacated q" Re,c;ol'utlOn recordt;d In Officldl Records
Book 3}J8, Page 423, o(the Public Record.'. 01 Pmellas,Cool1ty, Flonda
'1 ogelher wull the West 1/2 of: the vacated alley adJommg Lots 4 ami 5, descnbed above, and the vacdted alley Iymg'
West of and adJommg Lot 81 and East of and adjOlnmg Lots 6 and 7, as var.;ated by 'Ordmance Number 7342-04
recorded m Officml Records Book 13885, Page 1715, orlhe Public Records ofPmella~ County, J-Ionda,\
ACL BEING MORE PAR'! ICULA_RL Y l),ES,C.RIBED AS,FOLLOWS
O\TERALL
All oJ Lots 4,5,6,7,8,9 aod 10, Block 2, PLOT,Of 1 HE WALLACE ADD! 'LON TO CLLARWAJER, FLA,
J(:cordmg to the plat thereof recorded m Elat Book 3, Page 6, of the P!Jbhe Records O_(H1IJsl:orough County, Flo~lda
ofwhlch Pmellas County wa!> formerly a part, Tqgtther wlIh the South h^alf of the vacated alley Iymg north of and
adjoll1l1lg Lots 8,9 and 10, as vacdted by ResolutIOn recorded In Offiem! Records Book 351S, Page 423, of the
Publl" Records of Pm ell as County, Florida, Togct~cr WIth the entire alletlYlI'lgeast of sala Lots 6 and 7, and 'West
of Said Lot,S, Togdber with the West one half of the 1l11ey Iymg Ea!>! and adjOIning saId Lot.'. 4 and 5, as vacated by
Ordmance'recorded In' Officml-Records Boo~ 13885,,:p,agc 1715, of the Pobhc,Records of PmelJds'Coullly, [Janda,
bemg,more partIcularly des.cnbed as {O]]9W5
COMMENCE ATTHE SOUfHEAST CORNER OF SAiD LOT 10 rOR A POINT-OF BCGINNING, TtlENCE
FR0M SAID P@IN f OF BEGINNING NOR rH 90"00:00" WEST (ASSUMEP) ALONG THE SOUTH LINE OF
SAID BLOCK 2 A DISTANCE QF 362 15 FEEl ro 1 HE SOU 1"1-1 W[S~ COR~ER OF LOT 7 OF SAID BLOCK
,z, TH.E}.jCC DE~ARl ING S:AlO SOUTH LrNE NORTH 00039'32" WEST, ALONG THE WES r L1N!:. OF &AlO
BLOCK 2 A DlST ANCE OF 273- 86 fEET TO THE NOR'fHWEST CORNER OF LOT 4 OF SAID BLOCK 2,
THENCE Dl:.PARTING SAID WEST LINE NORTI[ $9"59'55" EAST, ALONG THENOK[H LINC OF SAID
BI.:OCK'2, 15758 fEtt TO THe CENTER OF A PLATT~D ALLEY, [HENCE 'ALONG THE CbNTEROf
SAID PLATIED ALLEY ~OU'j'11 bO<>35'49" EAS'[ A DISTANCE QF 136 79 ,FE ET TO THE rNTERSl:.el JON
or $>\10 CENTER or THI:. ALLEY, &' THE EX I f:.NSIC)N OF fHE NORTH LINE OF TilE V AC"'\ 1 ED SOU HI
1/2 0F AN ALLEY PER 0 R, BOOK 3518, PAGE 423, I HENCF SOU HI 89058'24 "'EAST, ALONG SAID
NOR-TH LINE OF SAID VACATED SQUTH 112 OF ALLc.. Y A D1ST ^~Cc ~F~215 27 FEET, '(HENCl:
DEPARTING SAl D NORTH LlNl:~,:OF SAID' V ACA TED SOUTII [/2 or SAID Al LEY seu fl r OJ"45')2~
WEST, A PIS1 ANC[ or J 37 26 FEET TO THE SOUTHEAST CORNER OF ,Lcn ] 0 AND r HE POINT OF
13EGINNING
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Keith Zayac & Associates. Inc.
CIVil Englneenng, Landscape Architecture, Planning
701 S Enterpnse Road E , Ste 404
Safety Harbor, FL 34695
(727) 793-9888 Phone
(727) 793-9855 Fax
ketth@kerthzavac com
August24,2004
Mr John Schodtler
City of Clearwater Planning Department
100 S Myrtle Ave
Clearwater, FL 33756
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RE: FLS2004-05031, 535 S FT. HARRISON AVE.
PLA ' ",.... 0 I'[LOPMENT
~t ~-(Vi ":s
I rl~'.','1 " ,,'1WATER
Enclosed please find four sets of revIsed plans and exhibits addresslnQComments receIVed Including the
following Items
Dear Mr Schodtler
FIRE CONDITION
1 It IS acknowledged that drawmgs WIll need to be prepared for all fire spnnkler systems per FBG
pnor to bUilding permit
2 It IS acknowledged that draWIngs Will need to be prepared for the fire alarm system as per FBG
pnor to bUilding permit
3 The attached cIvil englneenng plans correctly show the location of the FDC and hydrant The FDC
and the fire hydrant are wrthln 40 feet as shown
DOWNTOWN DESIGN
1 Additional pavers have been added to the cleaner's drop off and the remote bank teller dnveway
2 Bulkheads have been provided along the Ft Hamson, Turner and Rogers frontages
3 Enclosed IS a sample of the canopy matenal
LAND RESOURCE CONDITION
1 The canopy of all trees to be preserved IS shown on the demolition, site, gradmg, utility and
landscape plans
2 The tree preservation plan IS enclosed
PARKS AND RECREATION CONDITION
1 It IS noted that an open space Impact fee Will be due pnor to bUilding permit
ORIGINAL
ZONING CONDITION
1 It 1$ noted that a unity of title document Will be filed pnor to bulldmg permit
2 The attached applicatIOn has been reVised to list ParadIse Development Group, Jnc as co-
applicant
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3 A cost estimate IS enclosed
4 The Signers name, tlUe and company are added to the application
5 The project Slgnage has been submitted under separate cover as a comprehensive sign
package application We request that the 0 0 be subject to thiS application approval
6 The CIvil plans have been reVised to delete mdlvldual parbtJons, and now references only
restaurant and retail areas The IndIVidual units are stili flexible since they are not leased out
yet
A color photo of the decorative lights IS enclosed
Zayac, P E , RlA
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Zayac & AsSOCIateS, Inc
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f)~_AN"iNG & ~-VELOPMENT
Sf nV,CES
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Downtown Design GUldelme C John Schodtler 562-4604
06/30/2004 Is It possible to utilize pavers under the cleaners drop off and at the remote bank tellers?
Provide the use of Interlocking pavers as accents, possibly as walkways, from parking lot to
bUilding, at the driveway entrances, and/or the covered areas for the bank tellers and drycleaners
dnvethru
If Windows facing parking lot are to be utilized as display Windows they Will need to have a
bulkhead provided as well
Downtown Design GUidelines require all storefronts to provide bulkheads Re Window not to
extend to the ground to the ceiling
Clanfy the materials to be used on canopies over the bank tellers, restaurant, and cleaners
Cannot be high gloss or plastiC Stili not addressed canvas canopies over restaurant and
cleaners, perhaps supply sample of matenal to be used Cannot be high gloss or plastiC
Fire Condition
06/16/2004
06/16/2004
07/29/2004
06/30/2004
06/30/2004
'\"'onditions Associated With
FLS2004-05031
535 S FT HARRISON AVE
Joe Colbert
562-4567 xt 3548
Provide draWings that have been prepared by or under the direction of an Engineer registered Not Met
under F S Chapter 471 for all fife spnnkler systems as per Flonda BUilding Code, 2001 Edition,
Sec 104 4 1 3 DraWings shall be signed and sealed by a ProfeSSional Engineer as per F S
471 025 The installation shall be In accordance With NFPA 13, 1999 Edition by a licensed Fife
Spnnkler Contractor under separate permit With draWings Please acknowledge PRIOR TO
BLDG PERMIT
Provide draWings that have been prepared by or under the direction of an Engineer registered Not Met
under Chapter 471 Florida Statutes for the Fire Alarm System as per Florida BUilding Code 2001
EdItion, Section 1044 1 3 (5) DraWings shall be signed and sealed by a ProfeSSional Engineer as
per 471 025 Florida Statutes PRIOR TO BLOG PERMIT
PLEASE NOTE---The Engineered draWings and the Architectural draWings do not match Fire Not Met
Department Connections must be Within 40 feet of a Fire Hydrant
Not Met
Not Met
Not Met
06/18/2004
Land Resource Condition
Rick Albee
562-4741
06/18/2004
7/30/04-Stlll not met Not Met
6/18/04-Show the canopies of all trees to be preserved on ALL plans pnor to DO
Provide a Tree Preservation Plan prepared by a certified arborlst, consulting arborlst, landscape Not Met
architect or other speCialist 10 the field of arbonculture ThiS plan must show how the proposed
bUilding, parking, stormwater and utilities Impact the cntlcal root zones (dnp llOes) of tree to be
preserved and how you propose to address these Impacts Ie, crown elevating, root pruning andlor
root aeration systems Other data reqUired on thiS plan must show the trees canopy line, actual
tree barncade limits (2/3 of the drip line and/or In the root prune lines If reqUired), and the tree
barricade detail And any other pertlOent information relating to tree preservation
Parks & Recs Condition
An Open Space Impact fee Will be due pnor to Issuance of building permit Contact Deb Richter at Not Met
727 -562-4817
Zonmg Condition - Umty of 11 John Schodtler 562~4604
06/02/2004 Pnor to the Issuance of permits, applicant must record a unity of title document Not Met
,Zomng Condition
John Schodtler
562-4604
CaseCondllons
Print Date 08/03/2004
Page 1 of 2
L\
FLS2004w05031
535 S FT HARRISON AVE
Zoning Condition John Schodtler 562-4604
06/07/2004 Please revise application to list Paradise Development Group, Inc as co-applicant
Not Met
06/08/2004
Provide an estimated proJect value for entire development Not Met
06/08/2004
Please revise portion L as follows Pnnt the signers name, title, and company NEVER REC'D A Not Met
REVISED APPLICATION
The project Slgnage was not added to architectural plans as described per your response letter Not Met
dated July 15
Provide all proposed slgnage for development
architectural floor plan layout does not match engineer floor plan layout Not Met
06/07/2004
07/29/2004
08/03/2004
Provide a color photograph (manufactures brochure) of decorative lights to be utilized 10 the Not Met
parkmg lot
CaseCondltons
Print Date 08/03/2004
Page 2 of 2
I'
~;,"~..}earwater
u
FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE., 2nd Floor
CLEARW A TER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
TO: ~b ~
FAX: ?Z(, - 2--337
Phone:
FROM~~ 5"".
-
Phone:
SUBJECT: vJ I,.) - $"7 U IR tz.e".1 ~, ,J
r:- L S;JtW4 .. (}StJ3/
MESSA GE: 1<E5fvIA I ^' I ,,~ UJAiI MG""~
DATE: ocrlJ> cA-
NUMBER OF PAGES(JNCLUDING THIS PAGE)
'.
SEND I HG F'EPOF'T
Rug 03 2004 11 06RM
YOUR LOGO
YOUR FAX NO
Clt~OfClearwater-Plan Dept
727 562 4865
NO. OTHER FRCSIMILE
01 97252337
START TIME USAGE TIME MODE PAGES RESULT
Aug.03 11:05AM 01'11 SND 03 OK
TO 11JRt..I OFF REPORT, PRESS · MENU' **04.
THEN 5El.ECT OFF BY LLSII..u:3 ,+' OR '-'.
FOR FAX ADVANTAGE ASSISTAN:E, PLEASE CALL I-BBB-t-I8..P-FAX (435-7329).
y. -
Keith Zavac & Associates, Inc.
CIvil Englneenng, Landscape Architecture, Planning
ORIGrNAL
701 S Enterpnse Road E , Ste 404
Safety Harbor, FL 34695
(727) 793-9888 Phone
(727) 793-9855 Fax
~] i ~ r-D-~'\ -1
,Jl I 5 2004
July 15, 2004
Mr John Schodtler
City of ClealWater Planmng Department
100 S Myrtle Ave
Clearwater, FL 33756
RE: FT HARRISON RETAIL FLS2Q04.0S031
PLANNING & DEVELOPMENT
" SERVICES , ' : ~,
'" CITY OF CLEARWATER " ,
Dear Mr Schodtler
Enclosed please find seven COpies of revIsed CIVIl plans, one copy of architectural plans and
attachments addressing comments received at the July 8, 2004 ORe meetlng Including the
follOWing
(D GENERAL ENGINERING
1 Enclosed IS a copy of a letter from the adjacent property owner addreSSing concurrence
with the alley vaca1lon and redesign of the north dnveway wrthln the adjacent property
to the east No obJection letters have been receiVed from the utility companies and the
vacation applicatIon WIll be forwarded under separate cover for processIng
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FIRE
1 A note has been added to the site plan addressing dnveway and roadway construction
standards per request
2 All dnveway Ingress and egress locatIons have been deSigned WIth 28 ft radII
3 Notes #10, 11 and 12 regardmg comments 3,6 and 7 have been added to the utility
plan, sheet C-6
LAND RESOURCES
1 The approximate canopies of the trees to be preserved have been added to the plans
2 A tree preservation plan IS currently being prepared and WIll be submitted poor to D 0
LANDSCAPING
1 The front of the building has been deSigned to move the f~de closer to Ft Hamson
per DRe direction and Incorporate landscaping design as shown In the Downtown
Plan This redesign Included proViding a 5 ft planter area for a buffer hedge and accent
trees per request In additIon, we have added specimen palm trees WIthin the ROW
along with groundcover plants to emulate the Downtown Plan, and aVOid future
rl
demolrtJon and construction In the future A note has been added to the plan
acl<:nowledglng that a ROW use permit will be reqUired for the landscape Installabon
PARKS AND RECREATION
1 A note has been added to the site plan, sheet C-4, regarding the open space Impact
fee
Q) STORMWATER
1 The proposed StormTech underground chamber system IS deSigned to prOVIde
stormwater volume under the parKing lot An eqUIvalent treatment volume for the
entire site IS also provided In a normally dry pond at the east end of the site The
stonnwater treatment runoff below the weir elevations will Infiltrate from the chambers
and stormwater pond The additional attenuation volume WIll dIscharge over the
.control structures at the precondltJon rate Into the adjacent dItch
2 The geotechmcal report IS Included In the stormwater report subnutted WIth thiS
submittal
~
3 The drawdown analYSIS for the underground system IS Included In the stormwater
report
4 The Chamber System deSign and been modified and details provided on sheet C 7 1
5 A drainage basIn map has been Included In the stormwater report The treatment
calculatiOns are shown on the grading and drainage plan and the stormwater report
6 The gravel was deSigned as a sump but has been deleted from the plans
7 A double course of sand cement bags has been added to span the eXlstmg drainage
ditch, and the MES has been revised to aU-Type endwall WIth baffles to help reduce
the veroClty of the outfall
TRAFFIC ENGINEERING
1 The SIdewalk system surrounding the bUilding has been revised to Include ramps,
staIrs and an accessible path from the bUilding to Turner Street labeled on the sIte
plan The main exit to Ft Hamson IS also planned to be handicapped accessible to
the Sidewalk WIthin the Right of Way
2 The 50 degree dnve Isle has been reVised to 14 ft
3 A white dIrectional arrow has been added to the one-way dnve, 5 ft from the stop bar
4 StackIng has been shown on the site plan WIthIn the dnve-through for 12 cars
5 The parking area has been reVISed and handicapped spaces shown where grading
permits The site IS severely sloped, which limits the 2% requl
6 The eastern most angled parkmg space has been removed as
7 The dumpster has been relocated to the back of the site
1 PLANNING & DEVELOPMENT
1 \1 \; SERVICES '
, " \ ,\~ CllY OF CLEARWATER
r/
A Unity of Title Will be recorded as noted
8 The tree trunks shown are outside of the site tnangle, which I
the limbs as reqUIred
PLANNING
~. The archltecturaf elevations have been labeled
~
~.
o
?G)
~~
? 8
.
~
'-.... .......
eITHER
~
/2
~
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
The dumpster has been relocated outside of the site tnangle In the back of the
property
The outdoor seating area has been deleted from the pr
The canopy for the dnve thru bank teller has been detailed on the enclosed
architectural plans and graphICally shown on the site plan
The application has been reVISed to list ParadIse Development Group, Inc as co-
applicant
A prqect estimate cost IS Included In the submittal InformatIon
The signers name, title and company have been added to Sed10n L of the
application
The project slgnage has been added to the enclosed architectural plans The
slgnage pennlt application IS being submitted under separate cover
Interlocking pavers or stamped concrete pavement bands have been added to the
asphalt parking lot -
The dumpster has been relocated to the back of the site
The building fac;ade has been relocated closer to the Ft Hamson RlQht of Way as
requested
~ The pnvate Sidewalk proVides several access POints as shown on the site plan, but
.-Jd...... the mal" accesSible access will be to Ft Hamson to the proposed public Sidewalk
~ 5 The lighting shown on the architectural elevations are accent lights rather than sign
-~ ?
? 6 The elevabons haw been IllVJSed \0 show bu~ ~ A Harrison ~ ~ ·
v-:( The plans have been reVised to show matching columns WIth the buildIng
~ The plans have been reVised to IndIcate entryways close to the building comers and
along the rear of the building facing the parking lot
~ The plans have been reVIsed to Indicate all facades faCIng the parking lot to have
entryways
1:
jo The architectural plans have been revised to indicate the transparency of glazing ~ ~ dv JJ
~ The archtlecItral p/ans show1he awning m_ to be remforald vmyI ~ h.4 ~rc,J:
r A2 The mechanical equipment will be located on the roof The transformer location ~ts ~ <t/rf{}' '(" -
~n added to the site plan In the rear of the bUIlding ... ]V' r
v13 The gutters and downspouts will be directed to the rear parking lot and discharged cJlfY -
out the curb face toward the surface Inlets located on-site
I
v14 The architectural plans show the extenor construction on masonry with painted
stucco In comblnabon WIth an extenor EIFS system (synthetic stucco) WIth decorative
copings and column caps combined WIth coqUina/coral tile and columns
~ The plans have been revised to Indicate that the column caps WIth be EIFS (SynthetIc
stucco) over decoratIVe foam coping matenal.
A......D 16 The landscape plan along Ft Hamson has been redesIgned In general conformance
.;..:;---- WIth the Downtown Plan to eliminate Mure demolition and construction In front of the
site A 50ft planter has been provided for a hedge and accent trees along the
property hne, Specimen palm trees added In tree grated planters, and ground cover
shown between the reconstructed pUblic SIdewalk and eXlstlng curb
c & AssoCIates, Inc
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
~~4S~~~~
~ "-~ ~~.
~
Lany DimmItt Cadillac
25191 Us HIghway 19N
Clearwater, Fl 33763
TELEPHONE No Phone, FAX No Fax, E-MAIL No Emall
Wm-Ft Harmon
2901 Rlg"by In
Sat'tcy Harbor, Fl 34695
TELEPHONE 727-726-1115, FAX 727-726-2337, E-MAIL No Ematl
Representative" Wm- Ft Hamson
2901 Rlg"by lanc
Safety Harbor FI 34695
fElEPHONE 727-726-1115, FAX 727-726-2337, E-MAIL No Ematl
LocatIOn, I 65 acre,> loe-atcd on thc ca~t ~Ide of South Fort Ham"on Avenue bctween Rogers Street and Turner Street
Atlas Page' 2958
Zoning District, D, Downtown
Request' FlexIble Standard Development approval for redevelopment ofa property zoned Downtown I he request I~
for constructIOn of a 14,836 square foot retaIl and restaurant stnp center With a parkmg reductIOn from 106
to 79 parkmg "pace~, under the proVIsions of SectIOn 2-902 MIN and the Clearwater Downtown
Redevelopment Plan
Proposed Use. MIxed use
NeIghborhood No Nelghborhood AssocatlOn Data
AssoclatlOn(s)"
Presenter' John Schodtler, Planner]
Attendees Included"
Applicant
P
I C--~
~/)}
~;;
9:55 am
Case Number. FlS2004-0503\ - 515 S rT HARRISON AVE
Owner(s)'
The DRC reviewed thiS apphcatlOn With the follOWing comments
General Engmeenng:
~ I) Engmeenng Department cannot ~upport vacatIOn of altey adjacent to surface parkmg on the
V east Need to rede"lgn "Ite before the Engmeenng Department can properly revlcw
2) There may be additIOnal comment" whcn the Is~ue With the alley IS resolved
AU of the above to bc addre~~ed pnor to DO
EnvIronmental'
No Issues
Fire:
Development ReView Agenda - Thur"day July 8, 2004 - Page 8
All Dnves and roadways over vaulted areas must be bUilt to HS-20 Bndge desIgn Acknowledge
pnor to DO
2 ProvIde at least a 2g foot radIUs dt all driveway mgress and egress pOlnt~ and turns
3 Plam submitted for Fire Review must reflect adherence to Flonda FIre Prevention Code, 2001
EdItIon and the followmg Codes NFPA 101,2000 EdItion, NFPA 70,1999 EdItIOn dnd Flonda
Statute 633 Show on a Code Refercncc Shcel
4 ProvIde drdwmgs that havc been prcpared by or under the dlTcGtlOn of an Engmeer regIstered
under F S Chapter 471 for a 11 fire sprmkler systems as per Flonda Blllldmg Code, 200 I
EdIhon, Sec 1044 I 3 Drawmgs shall be sIgned and scaled by a ProfeSSIOnal Engmeer as per
F S 471 025 The I nstallatl on shall be m accordance wIth N FP A 13, 1999 Edition by a lIcensed
FIre Spnnkler Contractor under separate permIt wIth drawmgs Please acknowledge PR [OR
TO BLDG PERMIT
5 ProvIde drawmgs that ha ve becn prepared by or under the dlTectlOn 0 fan Engmeer regIstered
under Chapter 471 Flonda Statutes for the FIre Alarm System as per FlOrida Buddmg Code
200 I EditIon, SectIOn 104 4 I 3 (5) Drawmg" "hall be sIgned dnd ,>cdled by a ProfeSSIOnal
Engmeer as pcr 47\ 025 Flonda Statutes PRIOR TO BLDG PERMIT
6 Cl earances of 7 y,. feet m front of and to the Sl des of the fire hydrant, With d 4 foot cled r ance to
the rear of the hydrant are requITed to be mal ntal ned as per N FP A I, See 3-5 6 Pledse
acknowledge PRIOR TO BLDG PERMIT
7 FIre Departmcnt ConnectlOns shall be IdentIfied by a sign that states "No Parkmg, FIre
Department ConnectIOn" and shall be deSIgned 111 accordance WIth Flonda Department of
TransportatlOl1 standards for mfornldtlOn slgnage and be mamtamed WIth a clearance of
7 Y. feet m front of and to the SIdes of app II anee As per Flonda FIre PreventlOn Code, 200 I
EdItIOn, modIfication to SectlOn 3-56 ofNFPA I Plea~e acknowledge mtent to comply
PRIOR TO BLDO PERMIT
8 *"""PLEASE NOTE"""'" REVIEW AND APPROV AL BY THE AUTHORITY HAVING
JURISDICTION SHALL NOT RELEIVE THE APPLICANT OF THE RESPONSIBILITY OF
COMPLIANCE WITH THE FLORIDA FIRE PREVENTION CODE 2001 EDITION
Harbor Master'
No Comments
Legal
No Comments
Land Resources
I Show the canopIes of all trees to be pre,>crved on ALL plan" pnor to D 0
2 Provide a Tree Pre,>ervatlOn Plan prepared by a cerhfied arbonst, consulhng arbonst, landscape
archtect or other speclahst m the field of arbOrlculture rhls pldl1 must show how the proposed
bUlldmg, parking, stormwater and utJhtJes Impact the cntlcal root zones (dnp lmes) oftree to be
preserved and how you propo,>c to dddress these Impacts Ie, crown elevatll1g, root pmmng
and/or root deratIOn systems Other data reqUlred on thIS plan must show the trees canopy 11l1e,
actual tree bamcade limIts (2/3 of the dnp 11l1e and/or m the root prunc hnes If reqUired), and
the tree barncade detaIl And any other pertment mfonnatlOn relatmg to tree preservatIOn
La nd!>ca pI ng'
Q) Per SectIOn 3-1202 E 2 F oundd tlon p lantll1gs shal I be proVIded for 100% of a bUIldl ng facade
~ WIth trontdge along a street nght ofwdY, excluding ~pace neces~ary for bUIlding ll1gress and
egress, wlthm d mlmmum five foot WIde landscaped area composed of at Ica';.t two acccnt tree"
(or palm eqUIvalents) or three palm!> for evcry 40 ltncdr fcet of bUlldll1g facade and one shrub
for evcry 20 square feet of requIred landscaped area A mll11mum of50% of the arCd shall
contam shmbs WIth the rcmdlnder to be ground cover
Parks and RecreatIOn,
An Open Spdce Impact fee Will be due pnor to Issuance of bUlldmg permIt Contact Deb
Richter dt 727-562-4817
Stormwatcr,
~1 I ProVIde a narrdtlve expldlmng how the "chambered" stonnwater system works Include
product Infonnatlon
2 A geotechmcal report WIth seasonal hIgh water uelermll1atlOIl IS necessary
3 Plans refercnce SIde dram drawdowIl analY~I!> Could not find calculatlOns m thc submIttal
All of the dhove needs to be submItted for further revlcw dnd comment before DO
Solid Waste'
No Comments
Development Revlcw Agenda - Thursday, July 8, 2004 - Page 9
Traffic Engmeerlng
] Show acccsslble path from bUllchng::. entrancc to Turner Street (F]onda BUlldmg Code
Chapter 11 SectlQn] 1-4 3 2 )
2 Drive al~!c wIdth for 50 degree angled parkmg ~paces mllst be 14 feet not 12 fCd
(Commumty Deve]opmcnt Code Section 3-1402)
3 Provide whIte duectlOnal arrow for onL-way dnve aisle where angled parklllg '>paces eXIsts,
preferably 5' from the stop bar
4 Show vehIcle stacklllg for 12 vchlcle,> 1Il dnve through lanes (Commumty Development
Code SectIOn 3-]406 B 3 b)
5 DIsperse the dIsabled parkmg <;paces where they wil] be equally dlstnbuted for the various
bUlldmg u<;cs
6 Rcmove eastern mo,>t angled parkmg space to prevent vehicle from backmg mto adJ3cent
car parked m the 90 degree parkmg space
7 Remove dumpster enclosure from ~Ight vlslbll1ty tnangle
8 A II of the above to be addressed pnor to D 0
Traffic Impact Fce to be paid pnor to C 0
Planmng
1
2
3
6
7
8
9
Other:
4
5
ProVide labels for bUlldlllg elevatlon~ North, South, East, West
Pnor to the I s~uance of penmts, appll cant must record a ulllty of title document
]s outdoor seatlllg proposed? ]f so, please revI~e ~Itc plan and proVide photos of outdoor
eqUlptment (c hat r~, table<;, etc)
Dumpster and cnclosure are located wlthm a site VISibIlity tnang]e
WIll there a canopy located over the dnve through bank teller? I f ~o, please proVide elevatlQn~
and revise sIte plan to mdlcate the ]ocatlon
Please revI,>e application to h~t ParadIse Development Group, lnc as co-applicant
ProVIde an cstlmated project valuc for entire development
Plea~e revIse portion L a~ follows Pnnt the SIgners name, tJUe, and company
PrOVIde all proposed Slgnagc for development
Development ReVIew Agenda - Thursday, July 8,2004 - Page 10
ProvIde the u~e of Interlocking pdvers a" accent", possibly a~ wdlkwdYS from parking lot to
bUIlding, at the driveway entrances, and/or the covered areas for the bank teller" and drycleaners
dnvethru
Downtown De~lgn GUldelmes require dumpster and enclo~ure to be placed III the lea~t obtruSIve
locatIOn as pOSSI ble
Downtown De<'lgn Gllldehnc re,qUlre that the buddmg be, bUllt m-lme wIth eXI,>tmg front blllldmg
hnes along Ft Hamson Ave Webbs (North) I~ wnhm I '_0" and Publix (South) I" wlthm 10'-0"
Clanfy how pnvdte ~Idcwalk at the comer of Rogers Street dnd Ft Ham"on provlde~ dcce~~ to
the pubhc sldewdlk
Are cxtcnor facade I1ght') deSigned to 111ummate the bUlldmg or proposed slgnage?
Downtown DeSIgn GUldelmes reqUIre all "torefronts to proVide bulkheads Re Wmdow not to
extend to the ground to the eel hng \.... <<. 'Y\J . '~.o Q...Q
7 Column for drycleaners canopy should match the archltecturdl column" of the bUIlding
$8 Downtown DeSign GUldehnes reqUire entrance" along each ~treet facade or a smgle entrance
pronllnently on a comcr of the budding
Secondary facade') facmg parking areas must have entrances
10 Clanfy glass trdnsparency 88% transmISSion 1<, maximum allowed ~ ~
~ Clanfy the matenal" to be used on canopies over the bank tellers, restaurant, and cleaners
Cannot be high gloss or pldstlc
v11'2 Clanfy where mechdnleal eqUIpment I" to be located 12.oe~
~
vG
@)
~~
~5
....-1'6
v1l3 Clanfy where and how ult!hty boxes, gutters dnd downspouts are to be addressed Colors,
matenab, locatIOns? -rO 1'3G 1-4., 006,..) ,
~4 Clanfy bUlldmg constructIOn matenals for extenor walls 2VL...\ 0 ~~
~ClanfY column caps The u<;e of color m heu of drchltectural detdll,> facade does not mcet
Downtown DeSign GUldeltnes
@ Pcr the "Downtown Plan", Chdptcr 3, there are ~peClfic "treetscape dldgrdms deplctmg the
reqUirements for comdor<; wlthm the Downtown plan chdractcr dlstnct areas Plcd<,c modify your
pldn,> to meet the requirements ofthl<; plan Take mlo con"lderatlOn plantmgs proposed wlthm
your property and the tree~ m the nght-of-way to aVOid conflicts Show the areas sepdrdtely by
screemng out the aredS re"pecttve to wlthm the property dnd Within the nght-of-way, as the work
m the nght-of-way wIll reqUire a separate penmt and dgreement for mamtenanee
Notes:
\~~
Development Rev1e,w Agenda - Thur~ddY, July 8, 2004 - Pdge II
Schodtler, John
From
Sent
To
Cc
Subject
wallacewd@Juno com
Wednesday, July 07,2004259 AM
Schodtler, John
JohnW@Jlwa com
[SULK] Application FLS2004-05031
Importance
Low
To
John Schodtler and Development ReVlew Comm1ttee
From
W~ll~am (8111) D Wallace
Wallace Famlly Propertles
Date
July 6, 2004
Re
Appl1catlon and rev~ew for Flexlble Standard Development of
property at 535 S Ft Harr~son Ave (FLS2Q04-05031)
As res1dents of Clearwater, we welcome quallty redevelopment of these parcels of property
1n above appl1cat1on
As nelghbors and owners of propertles to the east of thlS proposed development separated
from lt only by the 60 ft w1de parcel that 1S the slte of a storm water fac1l1ty (dltch),
we also welcome such development, but w1th some concerns based upon the follow1ng pOlnts
1 How much, lf any, current Clty property l~sted below would be
developers?
transfered to the
A 15 foot w1de north-south alley, between Rogers St and
Turner St , 150 ft east of and parallel to Ft Harr1son Avenue
B 60 foot wlde north-south parcel between Rogers St (Chestnut St ) and
Turner St , along the easterly slde of the proposed development parcel, and 361 9 ft east
of Ft Harr1son Avenue at southslde of proposed development
We take no pos1tlon on the alley, but do want to be 1nvolved 1f any act~on lS 1ntended for
the storm water "dltch"
2 Parklng
A Accord1ng to the publlC not1ce malled by Clearwater Plannlng Department, the
appl~cat~on request a reduct~on ~n park~ng from 106 to 79 spaces A d~agram 1n the
Plann~ng Department flle for th1S development shows a total of 84 parklng spaces, of wh~ch
4 are lndlcated as hand~capped parklng What lS the correct number of parklng spaces
requested?
B The lndlcated uses (bank, cleaners, restaurant, and general
share the proposed park~ng w~th l~ttle, or no, on street parklng ava~lable
sufflclent stagger~ng of park~ng at peak needs and tlmes by these proposed
the proposed reductlon ln parklng spaces?
retall) w111
Is there
uses to ]ustlfy
C What ~s ~nd~cated by 12 apparent cars deplcted 1n "stacked" parklng west of
the trash enclosure In the appllcatlon drawlng?
3 Llght and No~se Problems from proposed development
A The drawlng for the proposed development shows cars enter log the large
parklog lot to have 2 lanes of eastward travel A group of 9 parklog spaces are ~ndlcated
on the easterly edge of thlS lot The Ilghts from these cars w~ll shlne to the east
What lmmedlate and long term shleldlng wlll be prov1ded to protect the resldences to the
east from lntruslon by the car llghts?
1
B Park~ng Lot L~~.,ts, although not ~nd~cated on d~agram obta~ned, w~ll also
be a poss~ble ~ntrus~on ~nto res~dences to the east What ~mmed~ate and long term
sh~eld~ng w~ll be prov~ded to protect these res~dences?
C The D~agram ~nd~cates that the proposed restaurant wlll have outdoor
seatlng Are outdoor speakers, outdoor mUS1C, other such sources of sound planned or wlll
be allowed for thlS use? If any such sound lS planned, at what volume/declbel level and
for what tlmes of operatlons? What protectlon wlll be provlded for nearby resldences
agalnst sound lntrUSlon?
4 Hopefully there wlll be no further obstructlon of sldewalks as has resulted from
relocatlon of trafflc slgnal mast arms and control boxes by FDOT/Clty These at the
lntersectlon of Ft Harrlson Ave and Turner St are currently well lnto the sldewalk
Although pylon (pole?) slgns are lndlcated In the appllcatlon dlagram, they appear to be
on appllcant's property
Although we are all presently out of Clearwater and wlII be so on Thursday, July 8, 2004,
we want to have these concerns addressed before or at the reVlew meetlng I can posslble
be reached on cell phone at 727-709-5540 If ln area of receptlon or through Debble Trunk
at 727-447-4785 or 727-686-6262 Messages can be left at any of these numbers My e-ma11
lS wallacewd@Juno com
Thank you for your asslstance
2
.:.
, ' ,
To
From'
Date
Re
John Schodtler and Development Revlew Commlttee
Wllllam (Elll) D. Wallace
Wallace Famlly Propertles
RECEiVED
July 6, 2004 JUL (\ R iUU4
Appl1cat1on and reV.l.ew for Flexlble Standard Development opfLANNING DEPARTMENT
property at 535 S. Ft. Harrlson Ave. (FLS2004-05031)
CITY OF CLEARWATER
As resldents of Clearwater, we welcome qual1ty redevelopment of these parcels of property
10 above appl1catlon
As nelghbors and owners of propert1es to the east of th1S proposed development separated
from lt only by the 60 ft w1de parcel that 1S the S.l.te of a storm water faC1I.l.ty (d1tch),
we also welcome such development, but wlth some concerns based upon the follow1ng pOlnts
1 How much, 1f any, current Clty property 11sted below would be
developers?
transfered to the
A. 15 foot w1de north-south alley, between Rogers St. and
Turner St., 150 ft. east of and parallel to Ft. Harrlson Avenue.
B. 60 foot wlde north-south parcel between Rogers St. (Chestnut St.) and
Turner St , along the easterly slde of the proposed development parcel, and 361.9 ft. east
of Ft. Harrlson Avenue at southSlde of proposed development.
We take no posltlon on the alley, but do want to be 1nvolved 1f any act10n 1S lntended for
the storm water ndltchn
2 Parklng
A. Accordlng to the publlC notlce malled by Clearwater Plannlng Department, the
appllcatlon request a reductlon ln parklng from 106 to 79 spaces. A dlagram In the
Plannlng Department flle for thlS development shows a total of 84 parklng spaces, of wh~ch
4 are lndlcated as handlcapped park1ng, What lS the correct number of parklng spaces
requested?
B. The lndlcated uses (bank, cleaners, restaurant, and general retall) wlll
share the proposed parklng wlth Ilttle, or no, on street parklng avallable. Is there
sufflclent stagger~ng of parklng at peak needs and tlmes by these proposed uses to ]ust.l.fy
the proposed reductlon 10 park~ng spaces?
C. What 1S lndlcated by 12 apparent cars depleted 10 "stackedn park1ng west of
the trash enclosure 10 the appllcatlon draw1ng?
3. Llght and NOlse Problems from proposed development
A, The drawlng for the proposed development shows cars enterlng the large
park1ng lot to have 2 lanes of eastward travel A group of 9 park1ng spaces are lndlcated
on the easterly edge of thlS lot. The Ilghts from these cars w1lI shlne to the east.
What lmmedlate and long term shleldlng wlll be prov1ded to protect the res1dences to the
east from lntruslon by the car llghts?
B Parklng Lot Llghts, although not lndlcated on dlagram obtaloed, wlll also
be a posslble lntrus10n 1nto resldences to the east. What 1mmedlate and long term
shleld1ng wlll be provlded to protect these resldences?
C The D1agram lndlcates that the proposed restaurant w1lI have outdoor
seat~ng. Are outdoor speakers, outdoor mUSlC, other such sources of sound planned or wlll
be allowed for thlS use? If any such sound lS planned, at what volume/declbel level and
for what tlffies of operatlons? What protectlon wlll be prov.l.ded for nearby resldences
agalnst sound lntruslon?
4. Hopefully there wlll be no further obstruct1on of Sldewalks as has resulted from
relocatlon of trafflc slgoa1 mast arms and control boxes by FDOT/Clty. These at the
lntersectlon of Ft. Harrlson Ave. and Turner St are currently well lnto the Sldewalk.
Although pylon (pole?) slgns are .l.Odlcated ln the appllcatlon dlagram, they appear to be
2
, .
.
on appl~cant's property
Although we are all presently out of Clearwater and w~ll be so on Thursday, July 8, 2004,
we want to have these concerns addressed before or at the reV1ew meet1ng. I can poss1ble
be reached on cell phone at 727-709-5540 If 1n area of recept10n or through Debb1e Trunk
at 727-447-4785 or 727-686-6262 Messages can be left at any of these numbers. My e-ma1l
18 wallacewd@Juno.com.
Thank you for your asslstance.
3
'/
. ,
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o ,".r ,,", _ k ~-'
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"" '~--",n" i~"'11'~a'1 rwater
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u
FAX COVER MEMO
CITY OF CLEARWATER
PLANNING DEPARTMENT
100 S. MYRTLE AVE., 2nd Floor
CLEARWATER, FL 33756
(727) 562-4567 FAX: (727) 562-4865
L,l..j1,.J/ ~1"', HAfL~\SO,J
,
TO:
FAX:
72.7 R 72. ~... '2. -a. 3 7
Phone:
FROM: Gv"-.."" S.
Phone:
DATE: 0' 30 (>~
SUBJECT: 1"e..e. O('1.C ~~BN'l.S.
MESSAGE: 'ReN7suf) ~ ~
7)OlAJtJ 7PY0AJ 'I.:E.SI b/J & /A I D eLl J0M.s
.
NUMBER OF PAGES(INCLUDING THIS PAGE)
Attached are comments generated at the Pre-DRC meetmg Please be prepared to discuss
these and any others that may come up at the DRC meetmg on July 8, 2004
You may contact Sherry Watkms (727-562-4582) for your time If you have not receIved
It yet
John Schodtler
Planner I
06/24/2004
Conditions Associated With
FLS2004-05031
535 S FT HARRISON AVE
Don Melone
562-4798
1) Engineering Department cannot support vacation of alley adjacent to surface parking on the
east Need to redesign site before the Engineering Department can properly review
2) There may be additional comments when the Issue with the alley IS resolved
All of the above to be addressed prior to 0 0
Not Met
EnVironmental Condition
No Issues
Fire ConditIOn
06/16/2004
06/20/2004
06/16/2004
06/16/2004
06/16/2004
06/16/2004
06/16/2004
06/16/2004
Not Met
Joe Colbert
562-4567 xt 3548
All Drives and roadways over vaulted areas must be bUilt to HS-20 Bridge deSign Acknowledge Not Met
pnor to DO
Provide at least a 28 foot radiUS at all driveway Ingress and egress pOints and turns Not Met
Plans submitted for Fire ReView must reflect adherence to Flonda Fire Prevention Code, 2001 Not Met
Edition and the follOWing Codes NFPA 101,2000 Edition, NFPA 70, 1999 Edition and FlOrida
Statute 633 Show on a Code Reference Sheet
Provide draWings that have been prepared by or under the direction of an Engineer registered Not Met
under F S Chapter 471 for all fire sprinkler systems as per Flonda BUilding Code, 2001 Edition,
Sec 10441 3 DraWings shall be signed and sealed by a ProfeSSional Engineer as per F S
471 025 The Installation shall be In accordance With NFPA 13, 1999 EdItion by a licensed Fire
Spnnkler Contractor under separate permit With draWings Please acknowledge PRIOR TO
BLDG PERMIT
PrOVide draWings that have been prepared by or under the direction of an Engineer registered Not Met
under Chapter 471 Flonda Statutes for the Fire Alarm System as per Flonda BUilding Code 2001
Edition, Section 1044 1 3 (5) DraWings shall be Signed and sealed by a ProfeSSional Engineer as
per 471 025 Flonda Statutes PRIOR TO SLOG PERMIT
Clearances of 7 Y2 feet In front of and to the Sides of the fire hydrant, With a 4 foot clearance to Not Met
the rear of the hyd ra nt are req UI red to be mal ntal ned as per N F P A 1, Sec 3-5 6 Please
acknowledge PRIOR TO BLOG PERMIT
Fire Department Connections shall be Identified by a sign that states "No Parking, Fire Not Met
Department Connection" and shall be deSigned In accordance With Flonda Department of
Transportation standards for information Slgnage and be maintained With a clearance of
7 Y2 feet In front of and to the Sides of appliance As per Flonda Fife Preventlon Code, 2001
Edition, modification to Section 3-56 of NFPA 1 Please acknowledge Intent to comply
PRIOR TO BLOG PERMIT
***PLEASE NOTE*** REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION Not Met
SHALL NOT RELEIVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH
THE FLORIDA FIRE PREVENTION CODE 2001 EDITION
Downtown DeSign GUideline C John Schodtler 562-4604
06/30/2004 ProVide the use of Interlocking pavers as accesnts, pOSSibly as walkways, from parking lot to Not Met
bUilding, at the dnveway entrances, andlor the covered areas for the bank tellers and drycleaners
dnvethru
06/30/2004
06/30/2004
06/30/2004
Downtown GUidelines reqUire dumpster and enclosure to be placed In the least obtrUSive location Not Met
as pOSSible
Downtown GUideline require that the bUilding be bUilt In-line With eXisting front bUilding lines along Not Met
Ft Hamson Ave Webbs (North) IS Within 1'-0" and Publlx (South) IS WIthin 10'-0"
Clanfy how pnvate Sidewalk at the corner of Rogers Street and Ft Hamson prOVides access to Not Met
the publiC Sidewalk
CaseCondltons
Print Date 06/30/2004
Page 1 of 3
FLS2004-05031
535 S FT HARRISON AVE
Downtown Design GUideline C John Schodtler 562-4604
Are exterior facade lights designed to Illuminate the bUilding or proposed slgnage?
06/30/2004
06/30/2004
06/30/2004
06/30/2004
06/30/2004
06/30/2004
06/30/2004
06/30/2004
06/30/2004
06/30/2004
Not Met
Downtown gUidelines reqUires all storefronts provide bulkheads Re Window not to extend from Not Met
the ground to the ceiling
Column for drycleaners canopy should match the architectural columns of the building Not Met
Downtown gUidelines reqUire entrnces along each street facade or a Single entrance prominently Not Met
on a corner of the bUilding
Secondary facades facing parking areas must have entrances Not Met
Clarify glass transparency 88% transmisSion IS maximum allowed Not Met
Clarify the matenals to be used on canopies over the bank tellers, restaurant, and cleaners Not Met
Cannot be high gloss or plastiC
Clarify where mechanical eqUlptment IS to be located Not Met
Clarify where and how ultlllty boxes, gutters and downspouts are to be addressed Colors, Not Met
materials, locations?
Clarify bUilding construction materials for exterior walls Not Met
Clarify column caps The use of color In lieu of architectural detail on the primary facade does not Not Met
meet Downtown gUidelines
Rick Albee
562-4741
06/18/2004
land Resource Condition
Show the canopies of all trees to be preserved on ALL plans prior to D 0 Not Met
06/18/2004
ProVide a Tree Preservation Plan prepared by a certified arbonst, consulting arborlst, landscape Not Met
architect or other speCialist In the field of arbonculture ThiS plan must show how the proposed
building, parking, stormwater and utilities Impact the Critical root zones (drip lines) of tree to be
preserved and how you propose to address these Impacts Ie, crown elevating, root prunmg and/or
root aeration systems Other data reqUired on thiS plan must show the trees canopy line, actual
tree barricade limits (213 of the drip line and/or In the root prune lines If reqUired), and the tree
barricade detail And any other pertinent information relating to tree preservation
Parks & Recs Condition
An Open Space Impact fee Will be due prior to Issuance of bUilding permit Contact Deb Richter at Not Met
727-562-4817
06/10/2004
Storm Water Condition
Brian Barker
562-4779
1 ProVide a narrative explaining how the "chambered" stormwater system works Include product Not Met
Information
2 A geotechnical report With seasonal high water determination IS necessary
3 Plans reference Side drain drawdown analysiS Could not find calculations In the submittal
All of the above needs to be submitted for further review and comment before 0 0
Traffic Eng Condition Bennett Elbo 562-4775
06/25/2004 1 Show acceSSible path from bUildings entrance to Turner Street (FlOrida BUilding Code
Chapter 11, Section 11-4 3 2 )
2 Dnve aisle Width for 50 degree angled pa rklng spaces must be 14 feet not 12 feet
(Community Development Code Section 3-1402)
3 ProVide white directional arrow for one-way dnve aisle where angled parking spaces eXists,
Not Met
CaseCondltons
Print Date 06/30/2004
Page 2 of 3
FLS2004-05031
535 S FT HARRISON AVE
Traffic Eng Condition Bennett Elbo 562-4775
preferably 5' from the stop bar
4 Show vehicle stacking for 12 vehicles In drive through lanes (Community Development Code
Section 3-1406 B 3 b )
5 Disperse the disabled parking spaces where they Will be equally distributed for the various
bUilding uses
6 Remove eastern most angled parking space to prevent vehicle from backing Into adJacent
car parked In the 90 degree parking space
7 Remove dumpster enclosure from sight VISibility tnangle
8 AI! of the above to be addressed prior to DO
TraffiC Impact Fee to be paid pnor to CO
Zonmg Condition - Umty of TI John Schodtler 562-4604
06/02/2004 Prior to the Issuance of permits, applicant must record a unity of title document
Zoning Condition John Schodtler
06/30/2004 ProVide labels for building elevations North, South, East, West
562-4604
06/03/2004
Is outdoor seating proposed? If so, please revise site plan and proVide photos of outdoor
eqUlptment (chairs, tables, etc)
Dumpster and enclosure are located Within a site VISibility triangle
06/03/2004
06/03/2004
Will there a canopy located over the drive through bank teller? If so, please prOVide elevations
and revise site plan to Indicate the location
Please revise application to list Paradise Development Group, Inc as co-applicant
06/07/2004
06/08/2004
PrOVide an estimated project value for entire development
06/07/2004
Please revise portion L as follows Pnnt the signers name, title, and company
06/08/2004
ProVide all proposed Slgnage for development
Pnnt Date 06/30/2004
Page 3 of 3
Not Met
Not Met
Not Met
Not Met
Not Met
Not Met
Not Met
Not Met
Not Met
CaseCondltons
'::HID 111G REF'ORT
Jun, 30 2004 03'53PM
YOUR LOGO
YOUR FAX NO.
Clt~OfCIearwater-Plan Dept
727 562 4865
NO, OTHER FACSIMILE
01 97262337
START TIME USRGE TIME MODE PAGES RESULT
Jun 30 03'51PM 01'47 SND 05 OK
TO TIJRN OFF REPORT. PRESS 'i"1B'a.l' 1:1:04.
THEN SELECT OFF BY USING "+' DR '-'.
FOR FAX ADVANTl=lGE I=GS I STANCE:, PL...8=ISE CALL 1--B00-HEI...P-FAX (435-7329),
~t!arwater
CITY OF CLEtRWATER
PLANNING DEPARTMENT
MUNICIPAL SERVICES BUILDING
100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
WWW MYCLEARWATER COM
()
June 18, 2004
RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD
DEVELOPMENT APPROVAL AT 535 S FT HARRISON AVE (FLS2004-05031)
To Surrounding Property Owners
As a property owner withIn 200 feet of 535 S FT HARRISON AVE, the City of Clearwater Planning
Department gives notice that an apphcatlOn for Flexible Standard Development approval for redevelopment of a
property zoned Downtown The request IS for construction of a 14,836 square foot retml and restaurant !>tnp
center with a parking reduUlon from 106 to 79 parking spaces, under the proVISIOns of SectIOn 2-902 MIN and
the Cleanvater Downtown Redevelopment Plan
On July 08, 2004, the Development ReVIew Committee (composed of the CIty's professional staff) wdl review
and determine whether the apphcatlon demonstrates comphance with the City's Commumty Development
Code F01l0Wlllg that review and detenmmatlOn, the Planmng Director will Issue a Development Order
approving, approvlllg with conditions, or denYing the apphcatJon The earhest date that the City Will make a
declSlon on the applicatIOn Will be July 08, 2004
fhe City encourages you to part1clpate III the revIew of thIs applicatIon You may contact me at 727-562-4604
or John Schodtler@myclearwater com for further lllformatlon, VISit our office to review the files and/or submit
wntten comments to be conSidered In the City'!> review of the apphcatlOn Please be ddvl!>ed that the applicant
may submit additIOnal or new lllformatlOn regarding thiS ca!>e, whICh you may review durlllg regular bUSiness
hours However, no further notice WIll be proVided to you should the apphcatIon be amended
An appeal of the deCISIOn of the Planmng Director may be initIated by the applicdnt or property owners wlthlll
the requued notice area who present competent !>ubstantIal eVidence at, or pnor to, the Development ReView
Committee mcetmg on July 08, 2004 An appeal must be filed, lllcJudlng an appeal fee, WIth the Plannlllg
Department wlthm seven days of the date of the Development Order
Thank you for your lllterest In the City of Clearwatcr's development revIew process You may access our
Planmng Department through the City's websJte www mycleanvater com
Sincerely yours,
; ~~v--
Joftn Schodtler
Development ReView Speclailst
Leller of Completeness - rLS1004-0503 j - jj j S FT HA R RISON AVE
U
MEASURABLE SOLUTIONS INC
420 S GARDEN AVE
CLEARWATER FL 33756 - 5516
S3S s FT t1Ctm2OJ
FULMER, GEORGE L JR
526 S FORT HARRISON A VB
CLEARWATER FL 33756 - 5319
DIMMITT, LARRY CADILLAC
25191 US HIGHWAY 19 N
CLEARWATER FL 33763 - 2102
WOLFE, WILLiAM H JR TRE
WOLFE, JOE R TRE
PO BOX 2924
CLEARWATER FL 33757 - 2924
FIRST UNITED METHODIST
CHURCH OF CLEAR WATER INC
411 TURNER ST
CLEARWATERFL 33756 - 5328
PINELLAS COUNTY
315 COURT ST
CLEARWATER FL 33756 - 5165
WEBB, MARY P TRUST
C/O WEBB, KERNAN H TRE
969 VICTORIA DR
DUNEDIN FL 34698 - 5701
ROE C CLUB INC
607 INDIANA AVE
CLEARWATER FL 33756 - 5306
FIRST UNTTED METHODIST
CHURCH OF CLEAR WATER INC
411 TURNER ST
CLEARWATER FL 33756 - 5328
AGAJ, GEMAL
AGAJ, FLORESHA
8727 Th1PERTAL CT
TAMPA FL 33635 - 1513
t-- L ~c;cDLf --LLS O:J4
,JOODGA1V1E, JOHN T SR TRE
GOODGAME, JOHN T JR TRE
1732 SUNSET DR
CLEARWATER FL 33755 - 1759
MC GOWAN, H J III
MC GOWAN, GAYLE K
414 TURNER 5T
CLEARWATER FL 33756 - 5329
FULMER,GEORGELSR
526 S FORT HARRISON AVE
CLEARWATER FL 33756 - 5319
A E M ERF AHRUNG
C/O CORROS fNC
1000 BRICK ELL AVE STB 920
MIAMI FL 33131 -
SOUTHTRUST BANK
: 220 WILDWOOD PKWY
BIRMINGHA1V1 AL 35209 - 7801
'I DIMMITT, LARRY CADILLAC
I INC
I
I 25191 US HIGHWAY 19N
CLEARWATER FL 33763 - 2102
DIMMITT, LARRY CADILLAC
IN
25191 US HIGHWAY 19N
CLEARWATER FL 33763 - 2102
CLEARWATER, CITY OF
PO BOX 4748
CLEARWATER FL 33758 - 4748
FIRST UNITED METHODIST
CHURCH OF CLEARWATER INC
411 TURNER ST
CLEARWATER FL 33756 - 5328
WEBB, MARY P TRUST
C/O WEBB, KERNAN H TRE
969 VICTORIA DR
DUNEDIN FL 34698 - 5701
WHITEHOUSE, STEWART M SR
WHITEHOUSE, ETHEL L
603 TURNER 5T
CLEARWATER FL 33756 - 5314
WALLACE, WILLIAM D TRE
WALLACE, JOl-IN L
606 TURNER ST
CLEARWATER FL 33756 - 5315
PICK KWIK CORP
CIO AL\t1ERADA HESS CORP
#2437
1 HESS PLZ
WOODBRfDGE NJ 07095 - 1229
CLEARWATER, CITY OF
PO BOX 4748
CLEARWATER FL 33758 - 4748
INTERVEST NATIONAL BANK
625 COURT ST
CLEARWATER FL 33756 - 5528
DIMMITT CAR LEASING INC
25191 US HIGHWAY 19 N
'I CLEARWATER FL 33763 - 2102
PINELLAS COUNTY
315 COURT ST
CLEARWATER FL 33756 - 5165
WINTERS, ELISE K
609 TURNER ST
CLEARWATER FL 33756 - 5314
GRUVER, CHARLES G
GRUVER, CHARLES W
114 ORANGEVIEW AVE
CLEARWATER FL 33755 - 5228
FIRST UNITED METHODIST
CHURCH OF CLEARWATER INC
411 TURNER ST
CLEARWATER FL 33756 - 5328
WALLACE, WILLIAM D TRE
WALLACE, JOHN L TRE
606 TURNER ST
CLEARWATER FL 33756 - 5315
WOLFE, WILLIAM H JR TRE
WOLFE, JOE R TRE
PO BOX 2924
CLEARWATER FL 33757 - 2924
SCOTT'S CUSTOM CLEANERS
755 INDIAN ROCKS RD N
LARGO FL 33770 - 2019
! ARRA, JORGE E
VARELA, GLADYS
40946 US HIGHWAY 19 N
TARPON SPRINGS FL 34689 -
5446
DIMMITT LARRY CADILLAC
INC
25191 US HIGHWAY 19 N
CLEARWATERFL 33763 - 2102
~RR, ANN L
425 S GARDEN AVE
CLEARWATER FL 33756 - 5515
CLEARWATER, CITY OF
PO BOX 4748
CLEARWATER FL 33758 - 4748
ORIG:NAL
Keith Zayac & Ass,ociates, Inc.
CIVil Engmeenng, Landscape Architecture, Planning
701 S Enterpnse Road E , Ste 404
Safety Harbor, FL 34695
(727) 793-9888 Phone
(727) 793-9855 Fax
kerth@kel1:hzavac com
June 7,2004
Mr John Schodtler
City of Clearwater
Development ReView
100 S Myrtle Avenue
Clearwater, FL 33756
Dear Mr SchodtJer
RE: FLS 2~5031 - 535 S. FT. HARRISON AVE
Enclosed please find the follOWing InformatIon addreSSing completeness comments received from your
office dated June 3, 2004 Including the follOWIng
1 15 copIes of a letter explaining the relationship between Paradise Development Group, lnc and
Win-Ft Hamson
2 Bob Brett, the project manager for thiS proJect, WIth the Paradise Development Group, Inc
signed the application
3 15 revised copies of the cIvil plans are Included WIth the eXisting Information further screened
back similar to prevIous proJects submitted We are continuing have problems wrth our
bluepnntlng service which we hope to resolve shortly
4 15 caples of a memorandum responding to how the subject project IS addreSSing the South
Gateway Dlstnct poliCies and VISion
5 It IS noted that a Unity of title document WIll be submitted
p~
Kith E ayac, P E , RLA
Presl nt
Kerth Zayac & Associates, Inc
Keith Zayac & Associates~ Inc.
CIvIl Engineenng, Landscape ArchItecture, Planning
701 Enterprise Road E , Ste 404
Safety Harbor, FL 34695
(727) 793-9888 Phone
(727) 793-9855 Fax
kelth@kelthzayac com
MEMORANDUM
TO:
John Schodtler; City of Clearwater
FROM:
Keith E. Zayac, P.E., RLA
DATE:
June 7, 2004
RE:
535 S. Ft. Harrison Ave.
The following is a summary of the requested written response as to how the SUbject project is
addressing the South Gateway District policies and vision.
SOUTH GATEWAY DISTRICT
District Vision Uses
1 The South Gateway IS the pnnctpal entryway to Downtown from the south The Dlstnct's
location m the vlcmlty of Morton Plant Hospital and along a travel path for many commuters
makes the South Fort Hamson Avenue frontage Ideal for commercIal uses The frontage
along South Fort Hamson Avenue should contmue to be redeveloped With community
shoppmg uses to serve the nearby neighborhoods, employees and commuters
The proposed project includes a 14,836 SF neighborhood shopping center designed
to serve nearby neighborhoods, employees and commuters with stores including a
sit down restaurant, drycleaners and various specialty retail shops. The front of the
project faces Ft Harrison Avenue.
Development Patterns
2 Due to It'S adjacency With the Downtown Core and establIshed development patterns, the
scale and context of bUlldmgs should be urban In nature and promote a pedestnan fnendly
environment
The building is designed to be a one-story shopping center facing Ft. Harrison
Avenue. The building fa~de is enhanced by extensive landscape material and
pedestrian access around the front and rear of the building, with upgraded
pavement. The building is designed to be urban in nature by placing the storefronts
along Ft. Harrison Avenue and placement of the parking in the rear of the
development. The layout encourages and promotes pedestrian access from the Ft.
Harrison frontage by the streetside public sidewalk and internal pedestrian and
outdoor dining areas along the right of way. The context of the building IS
articulated by the color renderings submitted With varying elevation relief and
upgraded architectural features blending in with the context of the adjacent new
construction.
Prohibited Uses
There are no prohibited uses proposed for the development as outlined in the City
District Vision.
Intensity
The proposed floor area ratio is 0.21, which is well under the allowable 1.0 FAR.
Height
The proposed height of 26' maximum is well under the 50' allowable.
South Gateway District Policies
PoliCY 1
The Visual connect/on of the South Gateway should be strengthened With the
Harbor Oaks Dlstnct through streetscapmg elements and bUlldmg deSign
The proposed project includes extensive streetscaping elements includmg
intermediate flowering trees, palms, foundation plants and groundcover
along Ft. Harrison Avenue. The remainder of the project is buffered by
canopy trees, hedge materials and groundcover plants around and internal to
the rear parking areas. The building design includes significant architectural
relief and Mediterranean color palette that visually connects the project with
the Harbor Oaks District.
PoliCY 3
Curb cuts shall be discouraged on the South Fort Hamson Avenue frontage where
alternative access can be provIded
There are no vehicular curb cuts proposed along Ft. Harrison Avenue. All
curb cuts are located on Rogers Street and Turner Street. The Ft Harrison
Avenue frontage is reserved for pedestrian access.
ORIGINAf-ORLIZZO LAW GROUP, P.A.
ATTORNEYS AT LAW
ROBERT A FORI17JO
AD\lllTED IN FLORID" NEIl YORK
,\NO C\UFORNI ~
Emall bob@forIILLol,l\\group com
Mr John Schodtler
Development ReView SpecIalIst
City of Clearwater
Plannmg Department
100 South Myrtle Avenue
Clearwater, Flonda 33756
June 3,2004
Re FLS2004-05031 - 535 S Ft Hamson Avenue - Letter of Incompleteness
Dear Mr Schodt1er
In regard to comment 1 of the aforementIOned letter, please be adVised that thiS firm represents
both ParadIse Development Group, Jnc and Wm- Ft Hamson, Ltd The reason that the title
msurance IS In the name of ParadIse Development Group, Jnc ("PDG") is It acts as the
development arm and forms a separate limIted partnershIp for each development All contracts
are mltlally made In the name ofPDG and, therefore, the title msurance reflects that fact
PrIor to closmg, PDG WIll assign ItS mterest m the contract to Wm-Ft Hamson, Ltd and the title
msurance will be endorsed accordmgly
If you have questions m regard to this matter, please feel free to call me
S mcerel y,
UP, P.A.
RAFnm
cc Michael T. Wagner
Owen C Ewmg
Steven Alafazanos
2903 RIGSBY U\NL . ";'\FLTY H/\RBOI~ FLORID'\ 34695 . TELEPHONE (72?) 669-0550 . F'ICSIM1LE (n?) 669-6929
;fCliarwater
CITY OF CLEARWATER
PLANNING DEPARTMENT
MUNICIPAL SERVICES BUILDING
100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
WWW MYCLEARWATER COM
o
June 08, 2004
Wm- Ft Hamson
2901 RIgsby Lane
Safetv Harbor FI34695
RE FLS2004-05031 -- 535 S FT HARRISON A VE -~ Letter of Completeness
Dear Wm- Ft Hamson
The Planning Staff has entered your applIcatlOn mto the Department's filmg system and assigned the
case number FLS2004-05031 After a prclImmary review of the submitted documents, staff has
detemuned that the application IS Complete
The Development ReView CommIttee (DRC) Will revlcw the apphcatlOo for sufficiency on July 08,
2004, m the Planning Department conference room - Room 216 - on the second floor of the
MUniCipal ServIces BUlldmg The bUlldmg IS located at 100 South Myrtle Avenue m downtown
Clearwater Please call Sherry Watkms, AdmmIstratIve Analyst, at 727-562-4582 no earlIer than one
week pnor to the mcctmg date for the approximate tIme that your case Will be reviewed You or your
representatIve (as applicable) must be present to answer any questIons that the DRC may have
regardmg your application AddItional comments may be generated by the DRC at the tIme of the
meetmg
IfYOll have any qllestlOns, please do not heSItate to contact me at 727-562-4604 or
John Schodtler@myclearwater com
Smcerely yours,
~
John Schodtler
Development ReView Specialist
',elter ofCompletemm - I LS2004-05031 - 535 S rr HARRISON AVE
t~rlll"~"k;
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';."~Jf. ='I~~';
"''"4~#~nRilt'.
Englneenng ctJHOltlon John Schodtler 562-4604
06/02/2004 That approval of this request IS subject to or contingent upon the vacation of the alleys by city
council prior to the Issuance of any permits In the event the vacation IS not approved by city
council, thiS approval IS null and vOid
~onditions Associated With
FLS2004~05031
535 S FT HARRISON AVE
Traffic Eng Condition Bennett Elbo
06/08/2004 Traffic Impact study IS reqUired
562-4775
Zonmg Condition - Unity of TI John Schodtler 562-4604
06/02/2004 Pnor to the Issuance of permits, applicant must record a unity of title document
Zoning Condition John Schodtler 562-4604
06/02/2004 Please revise portion L as follows Print the signers name and title
Who SIgned portion L of the application?
06/03/2004 Is outdoor seatmg proposed? If so, please revise site plan and prOVide photos of outdoor
eqUlptment (chairs, tables, etc)
06/03/2004 Dumpster and enclosure are located Within a site VISibility triangle
06/03/2004
Will there a canopy located over the dnve through bank teller? If so, please provide elevations
and revise site plan to mdlcate the location
Please revise application to list Paradise Development Group, Inc as co-applicant
06/07/2004
Print Date 06/08/2004
Page 1 of 1
Not Met
Not Met
Not Met
Not Met
Not Met
Not Met
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CaseCondltons
SEHD I ~jG REPOF'T
J~n. 08 2004 10 25RM
YOUR LOGO
YOUR FAX NO
Clt~OrClearwatEr-Plan Dept
727 552 4855
NO OTHER FACSIMILE
01 97262337
START TIME USAGE TIME MODE PAGES RESULT
J~n.08 10 25AM 00'58 SND 02 OK
TO TURN OFF REPQt.: I, PRESS · MENU' **04.
~ SELECT OFF BY USING '+' OR '-'.
FOR FAX ADVANTAGE ASS I STANCE, PLEASE CALL 1--800-+lB..P-FAX (435-7329).
~earwater
~ ......"..........:-................../.
u
CITY OF CLEARWATER
PLANNING DEPARTMENT
MUNICIPAL SERVICES BUILDING
100 SOUTH MYRTLE A VENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
WWW MYCLEAR WATER COM
June 03, 2004
Wm- Ft Hamson
2901 Rtgsby Lane
Safetv Harbor. Fl34695
RE FLS2004-05031 -- 535 S FT HARRISON AVE -- Letter ofIncompleteness
Dear Wm- Ft Hamson
The Planmng Staff has entered your applicatton mto the Department's filing system and assIgned the
case number FLS2004-05031 After a prehmmary reVlew of the subnutted documents, staffhas
determIned that the applicatIOn IS Incomplete wIth the followmg comments
COllumtment for TItle Insurance was submitted referencmg Paradise Development Group,
Inc , as the proposed msured and references deeds trom the two owners lIsted In the
applIcatIon, yet ParadIse Development Group, Inc IS not hsted as the applIcant Please
explaIn
2 Who sIgned portIOn L of the apphcatJon?
3 Page C4 IS too busy, please remove eXIstmg Improvements
4 Please provide a wntten response as to how the subject project IS addressmg the South
Gateway Dlstnct policIes and VISIOn
5 Pnor to the Issuance of permIts, apphcant must record a umty of tItle document
Section 4-202 of the Commumty Development Code states that If an applIcatIon IS deemed
lllcomplete, the defiCienCIes of the apphcatlOn shall be specIfied by Staff No further development
reVIew actton shall be taken untIl the defiCIenCIes are corrected and the applIcatIOn IS deemed
complete Please resubmIt by Monday, June 7, 2004
If you have any questIons, please do not heSitate to contact me at 727-562-4604 or
John Schodtler@myc\earwater com
Development ReVIew SpecIalIst
Leller ".!('omplelenl.',ss - Pf ';;2004-05031 - 535 S IllfARRISON AVE,
~\
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OR\G\~ I ^ _
UNIVtRSE:. COLLECTION
I
Contents
Modular Design
Illumination Effects
Effective Illumination
Egress Lighting
QL Lamp
Installation
Scale Drawings
UCS . Small Scale
UCM . Medium Scale
UCL . Large Scale
Specifications
Arms . Wall Mounted
Arms . Pole Mounted
Structural Poles
Banner Arms
Poles & Bases
Photometry
44
_-_-::- 1
I~ 0)1
d - I
--'
I \ I,
_-l
l rJ!'::::NT
,"' -s
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2 ARCHITECTURAL AREA LIGHTING
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UNIVE.RSf:. COLLE:.CTION
Third Generation
Introducing the third generation of
the Universe Collection- from AAL.
A complete family of decorative, yet
functional luminaires that transcend
architectural styles past and present.
The fixtures are scaled in three sizes
with more forms and configurations to
give you an expanded design palette.
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UNIVE.RSe. COLLE.CTION
Three Scales
Three scales of fixtures. carefully pro-
portioned to provide an integrated site
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E.\tunate for Ft. Harn\0I1 Retail Shoppe\ - 535 S. ft Harri~on
Estimated Costs
ON SITE COSTS
t GENERAL CONDITIONS
t EARTHWORK, GRADING & FILL
t STORM DRAINAGE
t SANITARY SEWER
t WATER SYSTEM
t PA VING, SIDEWALKS, CURBS
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t SITE LIGHTING
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t BUILDING SHELL CONSTRUCTION
$
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PLANNING & DEVELOPMENT
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DESIGN COLOR BOARD
FT. HARRISON RETAIL SHOPPES
FT. HARRISON AVE. & TURNER ST.
CLEARWATER, FLORIDA
. AND ASSOCIATES, INC.
~ ARCHITECTS
,. PLANNERS
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2315 8ElLEAIR RD. CLEARWATER, FL 331541121)4434-436
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DESIGN COLOR BOARD
FT, HARRISON RETAil SHOPPES
FT. HARRISON AVE. & TURNER ST.
CLEARWATER, FLORIDA
'AND ASSOCIATES, INC.
ARCHITECTS
PLANNERS
,~ INTERIOR DESIGNERS
....,-:tJj AA C001344
I 2315 BEllEAlR RD. CLEARWATER. FL 33764 (727)443-4436
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TI1t8 [JRA.w.NGANOAll THE ...FORMATION
COtITAa.lEDHE~lS tMED.Q..USIVE
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NOTTOBECOPIED~ IJS.ED IN NlV WAY
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RETuR'IIEDUPON~. THI$MAW1NGIS
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RlOKTS .......,.0
TO THE BEST OF MY IC.NO'M.EDOE. n"E
SPECFICATlONS APICI PI.ANS ~N t-EREIN
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Transportation Impact Analysis
For Submittal to the City of Cleanvater
Retail Center
OR\G\NAl
City of Clearwater, Florida
Prepared for:
The ParadIse Group, Inc.
Safety Harbor, Florida
Prepared by:
Kunley-Horn and Associates, Inc.
Tampa, Flonda
@Klmlcy-HOIIl and AssOC-lates rne
May 200t
048874001
........-J _.,..,. Klmley~Horn
-........J_~ and Associates, lnc
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Transportation Impact Analysis
For Submlttal to the City of Clea1Water
Retail Center
City of Clearwater, Florida
Prepared for:
The ParadIse Group, Inc.
Safety Harbor, Flonda
Prepared by:
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048874001 '~- (7" ,;rv' ~ .... c;l> ;:
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under US copyngllllaw Copynght@2004, Kin/ley-Horn and A ISGelaleS, lilt " -",'~;." .IUOU~ -
Kirnley-Horn and AssoCIates, Inc.
Tampa, Flonda
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Tra us Dalia tlOU Imp act Analrs IS
TABLE OF CONTENTS
Page
INTRODUCTION 1
PROJECT TRAFFIC 4
EXIstmg and Proposed Land Uses 4
Tnp GeneratIOn 4
Tnp DlstnbutJOn and Assignment 6
STUDY AREA DETERMINATION 8
EXISTING TRAFFIC CONDITIONS 9
FUTURE TRAFFIC VOLUMES 12
FUTURE TRAFFIC CONDITrONS 15
CONCLUSION 18
H \048874-Paradlse Group\OOI \C1ear Rpl doc Pag! - ,
May 2004
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JI""""J_'" K1mley-Horn
-......J_~ 8110 AsSOcIates, Inc
Transp orta tlOn Impact Ana lysIS
LIST OF FIGURES
Page
FIGURE 1 PlOject LocatIOn Map 2
FIGURE 2 PM Peak-Hour Project Traffic Volumes 7
FIGURE 3 2004 EXIstmg P M Peak-Hour TraffIc Volumes 10
FIGURE 4 2005 PM Peak-Hour Total TraffIc Volumes 13
LIST OF TABLES
Page
TABLE 1 PM Peak-Hour Project Tup GeneratIon 5
TABLE 2 2004 EXIstmg P M Peak-Hour IntersectIon ConditIOns 11
TABLE 3 2004 EXIstmg P M Peak-Hour Roadway CondItIons 11
TABLE 4 2005 P M Peak-Hour Intel sectIOn CondItIons 14
TABLE 5 2005 PM Peak-Hour Roadway CondItIOns 15
LIST OF APPENDICES
APPENDIX A
APPENDIX B
APPENDIX C
APPENDIX D
APPENDIX E
APPENDIX F
TlanspOltatIOn Study Methodology Correspondence
Project Tnp GeneratIon Worksheet
EXlstmg Traffic Count Datd
EXISting and Future Traffic Volume Worksheets
2004 EXIsting IntersectIOn and Roadway Analyses Worksheets
2005 IntersectIOn and Roadway Analyses Worksheets
H \048874- ParadIse Group\OO 1 IClear Rpt doc
Page-II
May 2004
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~_~ KimleyHom
~_ L...] and AssOCIates Inc
TransportatIOn Impact AnalysIS
INTRODUCTION
The purpose of this report IS to document a transportation Impact analysIs for the proposed retail
center m accordance With the City of Clearwater gUIdelmes This leport IdentifIes the estImated
traffic Impacts of the proposed development and summarizes the procedures and fmdmgs of thIS
analYSIS
The proposed project SIte IS located along Ft Hamson Road (Alternate U S 19) between Rogers
Street and Turner Street m the CIty of Clearwater, Flonda The proposed development wIll
conSIst of 6,000 (::!:::) square feet of SpecIalty Retail, a Dnve-In Bank WIth two dnve-through
wmdows, a 4,250 (:1:) square foot High-Turnover (SIt-Down) Restaurant, and a Cleaners Access
to the site Will be provided through one full-access dnveway onto Roger Street and one full-
access dnveway onto Turner Street FIgure 1 Illustrates the locatIon of the project Site, IncludIng
the adjacent pubhc roadway network
Pnor to undertaking thiS analYSIS, a transporlatIOn study methodology was discussed on May 17,
2004 and a formal study methodology was submitted to and agreed upon WIth CIty staff The
methodology IS summallzed In a letter contaIned In AppendIx A of thiS report In general, the
followmg procedural steps were undertaken
. TraffIC volumes generated by the proposed development were estImated USIng the
Institute of TransportatIOn Engmeers', Tnp GenerallOn, ib EditIOn (2003),
. Project traffIC was dlstnbuted and assigned to the publIc roadway network based upon
eXIstmg travel patterns m the area,
H \048874-Paradlse GrouplOO I \Cledr Rpt dol.-
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I It \_4\001\~\a_ LocotIon " f9n0.cIw<j
Legend
. Study Intersection
~-n KIrney Horn
I ~_U and ASsodates.Inc.
@ 2llOf
Project Location Map
Retail Center
City of Clearwater, Florida
Page - 2
DATE:
05/04
SCALE:
NTS
FIGURE:
1
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.....-J_.... KImley Horn
III,."J_~ andAssooates,lnc
Transportation Impact AnalysIs
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· The study area network was defmed based upon discussIOns wIth City staff,
· EXlstmg p ill peak-hour traffic volumes III the study area were collected and adjusted
to reflect peak-season volumes, and were used as part of future background volumes,
· IntersectIon and roadway segment level of servIce analyses wlthm the study area for
eXIstmg and future scenanos were completed usmg analytIcal methods defmed III the
HIghway CapacIty Manual
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H I048874.Paradlsc Group\Oq)~Clear Rpl doc
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lIlI""'l_..... KImley Horn
-......J_ L.J and AsSOCUIIGs, Inc
Transportauoll Impact AnalYSIS
PROJECT TRAFFIC
Project traffiC used In this analysIs IS defmed as the vehicle tnps expected to be generated by the
development These tnps were dIstnbuted and assigned throughout the study roadway network
Existi"l! and Proposed Land Uses
The proposed retail center IS located along Pt Hamson Road between Rogers Street and Turner
Street III the CIty of Clearwater, Flonda The proposed development IS estimated to consist of
6,000 (::!:) square feet of Spec13lty Retail, a Dnve-In Bank with two dnve-through wmdows, a
4,250 (::!:) square foot HIgh-Turnover (SIt-Down) Restaurant, and a Cleaners The Cleaners IS
currently eXlstmg and opelate& at the proposed project site location
Trip Generation
The tnp generatIOn potential of the proposed development for the p m peak hour was estImated
usmg mformatlOn conta1Oed 10 the Institute of TransportatIOn Engmeers' (ITE) Trip GeneratiOn,
ih EdItIOn (2003), for land use code (LUe) 814, Specialty Retail Center, LUC 912, Dnve-In
Bank, and LUC 932, High-Turnover (Sit-Down) Restaurant Due to the fact the Cleaners IS
currently operatmg, the tnps generated by the Cleaners are mcluded m the eXlstmg traffIc counts,
as descnbed later m the report
The estimated net external tnps expected to be generated by the proposed development are 184
two-way, tnp-ends (95 entenng/89 eXltmg) m the pm peak hour of adjacent roadways (400
pm to 600 pm) The pm peak-hour tnp generatIOn potentIal for thIS development IS
summaflzed ITI Table 1 and IS documented m AppendiX B In addItIOn, the daily tnp generation
potentIa] IS proVIded m AppendIX B for mformatIOnal purposes only
H \048874-Paradlse Group\OOI \Clcar Rpt doc
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.......,_.-. KlmleyHom
-......J_ ~ and As.soclaJes, Inc
TransportatIOn Impact Analysts
As part of thIS analYSIS, Internal capture tflpS were considered and detennmed based upon
mformatlon contamed m the ITE Tnp GeneratlOn Handbook, March 2003 DocumentatIOn of
mtemal capture tnps is plOvlded m AppendIX A
TABLE 1
P.M. Peak-Hour Project Trip Generation
- "- ......."" , -
-^
Land Use Scale ~ ~A 1Ehtei'ing 'Exiting 4
Specialty Retatl Center 6,000 square feet 16 20
Dnve-In Bank 2 dn ve-through wmdows 51 51
HIgh-Turnover (Sit-Down) Restaurant 4,250 square feet 28 18
Gross Project Tnps = 95 89
-Internal Capture Tnps (13 0%) = -12 -12
Total External Velucle TrIps = 83 77
-Pass-by Capture TrIps = -35 -35
Net, New Project TrIps = 48 42
,'h
Source ITE, I np Generallon, 7 EdJtIOD, 2003
ITE, Tnp Generallon Handbook Marth 2003
In addItion to mtemal capture tnps, pass-by capture tnps wcre evaluated In the analySiS Pass-by
tnps are removed from the through-trafflc stream, become traffiC turnmg mto the Site, and later
out of the SIte, thus, returnmg to theIr ongmal route These tnps, whIch were also determmcd
llsmg the ITE TrIp GeneratlOn Handbook, are documented In AppendIx B
The reductIOn of mtemal and pass-by capture tnps from the gross tnps are expected to produce
90 net, new, two-way, external project tnps (48 entenng/42 eXItIng) m the pm peak hour for the
project Site, as shown 10 Tablc 1 and documented m AppendIX A The net, new project tnps
were used as a baSIS for project dIstnbutlOn onto the study roadway system
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r-l_F'I IGmley Horn
-......J _ t.....] and Associates lnc
Transportauon Impacl Analysls
Trip Distribution and Asshmment
New traffIc expected to be generated by the proposed development was dlstnbuted and assIgned
to the adjacent roadway network based upon eXlstmg travel patterns m the area These travel
patterns were detenmned through current traffic counts at adjacent mtersectIOns as conducted by
K1mley-Horn and AssocIates, lnc (KHA) and descnbed III later sectlQns of thIS report The
dlstnbutIon of project traffIc, III terms of number of tnps, IS shown 10 Figure 2
The dlstnbutlOTI of new project tnps was determmed to be as follows
. TolFrom the north on Ft Hamson A venue 40%
. To/From the south on Ft Hamson Avenue 50%
. To/From the east on Turner Street 5%
. TolFrom the west on Turner Street 5%
The effect of pass-by traffic capture along Ft Hamson Avenue was detatled at the Ft Hamson
A venue & Rogers Street and Ft Hamson A venue & Turner Street mtersectIOns, due to the fact
that the two project dnveways are located on Rogers Street and Turner Street The pass-by tnps
were spilt evenly between northbound and southbound trafflc on Ft Hamson A venue
Both pass-by and new project tops were assIgned to the study roadway network DetaIled
turnmg movement volumes at the project dnveways along Ft Hamson Avenue are shown In
FIgure 2
H \048874-Paradlse GrouplOO I \Ckdr RI'I doc
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1r
..--. ..--.
, -"
---'0 N
N '-'"
'-'"
(Jl (Jl
~ l. ~ 17 (18)
t~
1(1:1
(Jl ...---.
'-'" U'1
'-'"
CU
:::::I
C
~
C
0
en
.-
..
..
ca
:z:
.
..
....
..--.
..--. (Jl
I ...........
~(Jl ...- 2
Turner Street ~L. .- 25 (22)
2 ----- t~
(1:1 -"
co
..--.
I~
--'GJ
~'-'"
Rogers Street
(17) 21. I ~
I -....J
..--.
OJ
'-'"
Project
Site
~
..:::!. I
~ N I
.J l. : -L2
(18) 25 J
Legend
EXisting Roadway
Proposed Dnveway
. Study Intersection
000 New ProJect TraffiC Volumes
(000) Pass-By TraffIC Volumes
H \046ll74\OOl\CAO\Q_ l.o<atloo 41: f\poI.dw<j
P M Peak-Hour Project TraffiC Volumes
RetOlI Center
City of Clearwater, Florida
Page. 7
DA TE SCALE
05/04 NTS
FIGURE
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.....-J_..... Klmley Hom
liIIro.J_L....:'! end Assoaeles, I""
TransportatJon Impact AnalYS1S
STUDY AREA DETERMINATION
The extent of the roadway network to be studIed was based upon dISCUSSIOns and subsequent
agreements WIth City staff These diScussions resulted In the determInatIOn of the folloWIng
roadway segments WIthIn the study area
· Ft Hamson A venue from Chestnut Street to BellemT Road
In additIOn to the above study roadway segments, two (2) eXIstIng mtersectIons were Included In
the study area These study intersectIOns are as follows
· Ft Hamson Avenue & Rogers Street, and
. Ft Hamson A venue & Turner Street
The intersectIOn of Ft Hamson A venue & Rogers Street IS currently unsIgnahzed wIth stop-SIgn
control on the mmor street (Rogers Street) approach The intersectIOn of Ft Hamson A venue &
Turner Street IS currently Signalized
It should be noted that the adopted level of service (LOS) performance standard for the above
study roadway segment and the two study intersectIOns IS LOS D ThIS performance standard
was compated to the CXIstmg and future operatIllg condlttons shown III later sectIOns of thIS
report to detenmne transportatIOn concurrency Impacts for thIS development
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11I"""1_"" KImley Horn
lIIr...J_~ andAsSOClatas Inc
TransportatIOn Impact AnalysIs
EXISTING TRAFFIC CONDITIONS
In accordance With the agreed upon study methodology, eXlst10g traffIc conditIOns were
evaluated wlthm the study network The procedures used 10 thiS analYSIS are discussed below
Vehicle turn10g movement volume counts were conducted by KHA at the two eXlstmg study
mtersectlOns mdICated In the plevlOus sectIOn of the report dunng the pm peak penod (400
pm to 600 pm) to quantIfy eXlstmg p ill peak-hour condItIons wIthm the study mea The
counts were conducted In May 2004 The raw counts are proVIded In Appendix C
The vehIcle counts at the two study mtersectlOns were adjusted to reflect peak-season condItIons
ThiS modlficatIon was performed USIng FDOT weekly adjustment factors for PInellas County
These factors are proVided In Appendix C and the eXIst10g peak-season traffiC volumes are
proVided m AppendIX D and shown III FIgure 3
Usmg the eXistIng peak-season traffiC volumes IdentIfIed m Figure 3, an mtersectlOll analYSIS
was conducted for the two eXIstmg study mtersectlOns The mtersectlOn analYSIS was performed
usmg the Highway Capaoty Software (RCS) program, Release 4 ld, for slgnal1zed and
unslgnahzed mtersectlOns As part of thIS analYSIS, eXlstmg lane geometry and traffiC controls
were used for the mtersectlOns In addItIon, the eXIstmg traffIC signa] timIng and phasmg, based
upon fIeld observatIOns, were utIlized In the analYSIS for the Ft Hamson A venue & Turner Street
I ntersectl on
The lesult:;, of thiS analYSIS are summanzed III Table 2 and mdlcate that the two study
mtersectlOns are cUlTently operatlllg above the LOS D performance standard dunng the pm
peak hour Summary worksheets of the mtet sectlOn analYSIS are provided In Appendix E
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I ~=~ :='m
t)2l104
~
--..I ~12
(0
(ON
~~ .-2
t~
(Xl -4
(0 --..I
-f'o.
CI)
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0
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ca
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--..I ~28
-f'o.(]IN ..- 47
0> 0> -4
Turner Street ~~~ .-25
27--1 ~t~
54 ---+ (0 (Xl N
--..IN
46. (Xl
Rogers Street
Project
Site
Legend
EXisting Roadway
Proposed Driveway
. Study Intersection
000 Peak-Season
Traffic Volumes
H \048874\00I\CAD\a- L-uan II ~cIwQ
2004 EXisting P M Peak-Hour Traffic Volumes DATE SCALE FIGURE
Retail Center 05/04 NTS 3
City of Clearwater, FlOrida
Page - 10
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~_..,. Kimley Horn
~_ ~ and Associates, 1m:.
TransportatIOn Impact AnalYSIS
TABLE 2
2004 Existing P.M. Peak~Hour Intersection Conditions
, ' ,/ 1 0' I(~ J:~21f ~ ~~~~'I";~ I~ -t ~..'" - , ' ~~ ~(,<'?'~ ~... I !6~ "'-'.:t:.,l.. j.'f"'} r r...-~ "," ~ ~,."~: ~~ i' '. 1'~~I~~rl
- ~ "! " I::iOS"S d 1(1 .- "
, ,II'",tt;r,~~~tm~' l" 'i!~ " "1:','-';) -, . tan ar, ~",:,'- :;';: !~~t~~s~~ftion Lp", 4\f'~
, ~ II II~U , ~ I II L _.. 1L~t1r~I'L~~[j1/rl :., !l-!".f">:~III~J~I~~='_
" .t I III~I I ~ I I ~I
Ft Hamson A venue & Rogers Street D C*
Ft Hamson Avenue & Turner Street D A
*For uoslgoalucd mtcrsectlOos, the mtersectlOn LOS IS defined as the lowest LOS on the mmor-street approach
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In addltlOl1 to the mtersectlOn analYSIS, a detatled analysIs usmg the ReS program for artenals
was undertaken for the study roadway segment of Ft Hamson A venue InformatlOl1 regardmg
the study roadway segment was obtamed f10m Pmellas County MPO's 2003 Level of Servlce
Report Data such as g/C ratIO, vIe ratto, al1lval type, and cycle length were used to accurately
determme the LOS of the roadway segment and are provIded In AppendIx E Due to the fact that
the 2003 Level of SefiJlCe Report only provides mformatlOn for the peak dlrectlOl1 (I e
northbound), only the peak dlrectlOn of the study roadway segment was analyzed As part of thIS
analYSIS, eXIstIng lane geometry was utIhzed for thIS study roadway segment
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The results of thIS roadway analYSIS are summanzed In Table 3 and Indicate that the study
roadway segment currently operates above the LOS D performance standard In the peak
directIOn dunng the p m peak hour, and IS conSistent wJth the results found In the 2003 Level of
ServIce RepOli The worksheet documentmg the roadway analYSIS IS proVided In AppendIx E
TABLE 3
2004 Existmg P.M. Peak-Hour Roadway Conditions
~ t'- I ~
ill I r I~ j -, ~Irll 'p~~.f"~kn-~ ohf':--< )"~~~T;'tO""'S~ 'M"'? ffi~J~i ~R.,.'<I~~\, -1i:1~~'* ....\~ 'y~l~~~rhT-ff4ttJ~;";'"'I'
>tj'11 PI ea ~ II"iif}t~ 1~I~l'}~~V~1 03 waYI I Ilj"'}.t~r erlB I
I Ii ii I.... I \ _ ~ ~rl 0~~~~ ~ ....~.t,f0 ~JI'}'... ~~~Ir~~.f(~ ~ c.q 'jljlltf~-(jI1_.,- I "
, . D "t ',"~I""St d :.I I. ~IO\Si~' .hJ" '''~S d...-4
" 1,,1,~i,I:~KiIh:"~ J; In,;c .1On~ f~,~,..,_!,!11 ..,,~t~, ' ~,~...4'~1~~~if t:'~""\li" pee . ' :'
RoadWay
Ft. Harrison A venue:
Chestnut Street to Belleau Road
NB
D
C
21 0 mph
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....., _ ..... Ktmley Hom
~_~ endAssoclates,lnc
Transporta 110n hnp act Analys 1 s
FUTURE TRAFFIC VOLUMES
Future traffic volumes consist of two components projcct traffIc and background (non-project)
traffic estimates Project traffic volumes have been prevIOusly IdentIfied In thIS report
Background traffIc volumes, mcludIng the procedures used to develop these estImates, are
provIded below
Future background traffic IS dcfIned as expected non-project traffIc on the roadway network In
the future year at bUlldout of the proposed project For the purposes of thIS analYSIS, It was
determmed that 2005 would be the bUlldout year of the development and, thus, 2005 conditions
would be evaluated as the "future" year scenano The folloWIng procedures wele undertaken to
develop future 2005 background volume estimates In addition, these estimates consIdered
eXistIng traffiC volumes
To develop future background volumes, hlstoncal traffic volumes and forecasted traffic volumes
from the Flonda Department of Transportation's FlOrida Traffic InformatIOn 2002 database were
reviewed along Ft Hamson A venue The review of the hIstoncal traffic volumes along Ft
Han Ison A venue IndICated that volumes have decreased along Ft Hamson A venue over the past
three years In addItIOn, a reVIew of the forecasted traffIc volumes along Ft Hamson A venue
indIcated that volumes are expected to continue to decrease over the next eIght years Therefore,
for a conservatIve (worst-case) estimate of 2005 backglOund traffIc volumes, the eXisting 2004
peak-season volumes, as prevIOusly IdentIfIed In AppendIx D, wele not reduced and were used
as 2005 bdckground traffIc volumes
Thc total backglOund traffiC volumes are Illustrated In Ftgute 3 as eXIsting traffiC volumes and
are documented In Appendix D The project traffic volumes, as prevIOusly shown, were then
added to these background (exlstmg) traffIC volumes to determme total traffIc volumes The
total trafflc volumes are provIded In Figure 4 and are documented 111 AppendIx D
H ID48874-Paradlse GrouplOO llClear Rpt doc
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~
-..) ~47
<.0 1'0
1'0 lO
~ l. .2
tr--
00-'
00U1
lO
G)
~
C
cP
~
C
0
en
.-
...
...
ra
:E
.
...
....
~28
""",~{.N <Ot------- 49
0) ---'- -'
Turner Street ..J~l. .63
273- ~tr--
56 ----II- lO 00 {]I
46. ::;t.J
Rogers Street
38. I ~
I tr:
Project
Site
I
~ tv I
...Jl.l~2
433-
Legend
~ EXisting Roadway
- - - Proposed Driveway
. Study Intersection
000 Total Traffic Volumes
(Including ProJect Traffic)
H. \~7.\001 \c.<o\CI_ l<>oollon It """..."*0
2005 P M Peak-Hour Total Traffic Volumes DATE SCALE FIGURE
Retail Center 05/04 NTS 4
city of Clearwater, Florida
Page - 13
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JII""l-" KunI"l'Hom
IIo....J _ L...] and AsSOCIates, Inc
Transportation Impact AnalysIs
FUTURE TRAFFIC CONDITIONS
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Future traffIc conditions were evaluated for the 2005 bUlldout year of the development dunng the
pm peak hour For thIS analysIs, total traffIc estimates and eXlstmg lane geometry and traffIC
controls were conSidered A detenrunatlOn of the Impact of the project traffiC on the roadway
network was made, mcludmg LOS conditions for the study mtersectlOns and roadway segment
wIthm the study area
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Usmg the total trafflC volumes shown m Figure 4, an mtersectlOn analysIs was conducted at the
two eXlstmg study mtersectlOns The analYSIS procedures used m thIS evaluatIon were IdentIcal
to those used to evaluate eXlstmg traffic condltIons
The results of this analYSIS are summanzed m Table 4 and mdlcate that the two eXIstmg study
mtersectlOns are expected to contmue to operdte above the LOS D performance standard wIth the
addItIOn of project traffic dUllng the future 2005 pm peak hour and wIthout any mtersectlOn
Improvements requued Worksheets documentmg the mtersectlOn analYSIS are proVided m
AppendiX F
TABLE 4
2005 P.M. Peak-Hour Intersection Conditions
~, .- ~ ~ 1 , ' - l~ ~ ~'I{ I! ~rt I , :j;'~..Jooi~ 1~Y; ~t ftI:..... : I Y" ~r""'''''~1 1 I I ~~l~ ~ r I t~ ~ ...
" I ~l~rt III ~~J':7~'~~~i~1;i \-l~ "~}~t: r~l& ~ ~ ~J~ III \J.,P : --'~IIJI r: I
I ,IhtersectioIf' "" ^ 'J' t-""'"" " "f' ,"1~ ces
- 1\ ." I""",,,EOS-Stantlalid'", 'Cl -- n ersec 10m - '"
, " . , .JIa. rJl"" .il' 1 1~~(...rA~ - 1 ~~I<-~ 1..1I1'1'l"'..;I..-I- ':l~""')I.J.4:q:\l -::;;; ~ *)~1 1l1~tte-'li ",,~L.~ $ .\: 111!:tl .J1cIL 11:; 1 I I
Ft Harnson A venue & Rogers Street D C'"
Ft Hamson Avenue & Tumer Street D A
*For unslgnahzed mler~ecttolls, the mtcn,cCllon LOS IS defined as the lowesl LOS on the nunor-street approach
H IQ481'174 Paradise GI oup\OO 1 ICleal Rpl doc
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....,_.,.,. KImI",! Horn
~_~ andAssooates,lnc
TransportatIOn hnpacl AnalySIS
In addition to the intersectIOn analysIs, a roadway analysIs was conducted for the study roadway
segment The analysIs procedures for thiS evaluation, Includmg uttllzatIOn of the mformatIOn
regardmg the study roadway segment obtamed from Pmellas County MPO's 2003 Level of
Service Report, were IdentIcal to those used to evaluate eXIstmg traffIc condltlons
The results of the roadway analysIs are summanzed m Table 5 and mdlcate that the study
roadway segment IS expected to operate above the LOS D performance standard wIth project
trafflc dunng the future 2005 pm ped.k hour and wIth no roadway Improvements IeqUlred The
worksheets documentmg the roadway analysIs are provIded m Appendix F
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TABLE 5
2005 P.M. Peak-Hour Roadway Conditions
- - 1 IJ~J~I~1~~(~1 \1-".. .....,~ ;1/+ 't~~...) k/r' ~LOS j' ,Nr:k"jel; d ~ ,'? "...::it
R'oadwa~ '. Peak,-o\-.tw .., "':t}. i "j ~rte.r~a~ ~,
11.......,- i'i:X I r..... " , . - }(, ;\~ 9~, W!lY, ,
u ti.. r..' J ~l!..l ......;~ ~ ',b~ ~ ~~ ~'\nos\.:r ~~
- , 1"t j -. IrcetIon' ~ , Standard,) ;, " '.ISpeeo'1j" 12
\ rl~1""~~~h ~jt.! ~ ~
- .. '1IIUh < ., ""' ~ (" f ,""", '" ... f':-;" "" ~<:1'11:.v~
Ft. Harris.on A venue:
NB D C 20 9 mph
Chestnut Street to Bellemr Road
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APPENDIX A:
Transportation Methodology Correspondence
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Klmley.Horn
and Associates, Inc
May 19,2004
Mr Bennett Elba
City of Clearwater Public Works
100 S Myrtle A venue
SUIte 220
Clearwater, Flonda 33756
Re:
Retail Center
Northeast Corner of Ft. Ha rnson A ven lie & Tu rn er Street
City of Cleanvater, Flonda
TransportatIOn Impact Study Methodology
Dear Mr Elbo
As you requested In our May 17,2004 dlscusslOns, Klmley-Horn and Associates,
Inc IS pleased to provide for your revlcw the follmvlI1g transportatlOn Impact ~tudy
methodology for the proposed Retml Center to be located 111 the northeast corner of
the lI1tersectlOl1 of Ft Hamson A ven uc & rurner Sheet
Please review the attached transportatIOn methodology as we agreed upon 11) our May
17 2004 diSCUSSIOns Due to the fdCt that our application deadlme IS May 25 2004,
we appreciated your qUick study methodology determll1dtJon Aba as requested we
will be su bmlttmg three caples 0 [the fi nal transportatIOn Impact study to the City
along With a diskette of our <ll1alysls We look forward to workll1g With you on thiS
project Please provide us your concurrence With the attache(study methodology 111
the signature block at the end ofthe methodology lfyou have any questIOns, plea::.e
feel free to contact us at (813) 620-1460
Very truly yours,
KTMLEY-HORN AND ASSOCIATES, INC
~4~
~~.
Rick Reiff E 1
Project Manager
ChrIStopher C Hatton, P E
Vice PreSident
CCl-I!~ds
Attachments Methodology Statement
cc
Paul Bertels
Scott RIce
Bob Brett
H \048874 - Paradlse\OO I - Retail Cleamater\Elbo 051904 doc
.
TEL 813 620 1460
FAX 813 620 1542
A-l
.
1220 Tech Boulevard
Tampa, FlOrida
33619 7832
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Proposed Rebld Center
Northeast Corner of Ft. Harrison Avenue & Tumer Street
City of Cle51rW'lltel'. Florlda
Transportation Impact Study Methodology
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Introduction
The pmpo~ ofrhis transpOltanon impact study is to evaluate the projecred traffic impacts
of the proposed Retail Centl;lr. Due to the ~ that the total expected tnp generation
(graBS trIpS) frOLl:t the proposed RetaIl Center are anucIpatcd to exceed the CIty'S tnp
threshold of 1,000 daily ttlps Wld 100 pm peak houT tnps, a detail tramportatiofl impacted
study is reqT.llted. The proposed Retalt Center;ll a.ntlclpated to consist of a 3,600 squW"e
foot bank (WIth two drive-through wmdows), a. 4,236 square foot hIgh-turnover (sit-
down) restaurant, and a 6,000 aquare foot specialty letail center Jt is. understood that the
proposed clcaners on sIte IS vested, a-nd wl11 not he mcluded In the antilysis
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Buddout Year
1l1~ future analysis (bwldollt) year for tbe project will be 2005,
Tnll.IMllortatlOn ImIlAct Study Arc!!.:.
A'J del emrincd by you 10 our May 17, 2004 dl,:,CUSSIOIlS, thel transportatIon Impact study
area. wHl lnclude the following:
Study Roadway Sc:gment
· Ft. HlilllSOl;l A venue from Chestnut Street to Bellealr Road
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Study lnll!lT1].l!lClWnS'
· Ft Hamson A V~nue & Turner Street (sIgnalized)
· Ft Hourlson Avenue & Rogers Street. (uoslgnalized)
Proied Trip Gellerat!Qn (lncllldine: Internal Cantu~ und Pa.bs-bv Capture)
Proj~ct trlp generation (Including Ulternal capture and pass-by oaptul'e) fot the proposed
devel()pment wllf be determined ustng standard rates and equations provIded J.n the
lnsti rule of Transportatlon E1~glfleers' (ITE) Trip ~'Yl~ra/1c)Tl, 7lL EditIOn (2003) and
ITE sTrip Gehdfatlon Handbook, MaTch 2001 The project's expected trlp g2flera1.IQn,
as previOusly su blDltte~ lS agaln attached for your reference
Proiject TrlD Dlstr.ib1l.fJ.on and Trip Assieul1l.cut
PrOject trip distl'lbut.lOn and tl'lP assignment WJl1 be determined utIliZIng a combi.n.atlon of
area widG trllffic patterns and land \lS~ In the area, eXlstmg traffic counts conducted at
thE:' study ID1ersectJons and cnglneertng Judgement
Volume Informafion,
Wctkd.e.y p.ll peak hour (4 00 P TTj to 6,00 p.m.) tulning ntov!:ITlent volumes Will be
conducted by Klmlcy-Horn at the two study mtersect;on$ The counts wlU be ad,lusted to
peak season conditions based upon the peak ~eason adjustment faeton; for Pmellas
County defined by the Flonda Department of TransportatlOn Peak hour rOMl.vay
VOIUlnes for the study roadway segment of Ft I [arrlson Avenue wi 11 be determi ned fmm
turning mov~m;:m COUTl~ l.Iam obtalned at me stUCly l1l.tersecl.loflS.
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Analvsi'l Sccnlll10s
The analysJ.5 will be conducted for the 2004 e;ostlng condttloDs and 2005 rotal traffic
condltlOns The analysIS will be conducted for the weekday pm peak hour (4 00 pm to
600 P rn) a.t each study lntersectlon The ana1y!:>ls wtlJ be conducted for the peak-season
condItIons
btersection AnalvlShs
The analysI.S will be conducted usmg methodolo{;les contamed m the Hlgh.way Capactty
Manual usmg Hzghway Capa41ty So/twar, (HCS) for the Ft Hamson A venue & Rogers
Street intersection and usmg Synchro traffic software for the ft. Hamson A venue &
T(lmer Street lIltersectIon
Roadwav Aoa)vSJ8
A gem:rahzed analysIs oflevel of servIce for the study roadway segment WJ II be
conducted using the Flonda Depanment of Transportation 2002 QualIty/Level afServlce
Handbook and specific Pine lias County generah~cd roadway capaCItIes, utlhzmg specl1ic
data collected at the study mtersectJOns lfrequlred, a detaLled analys~s will be
conducted usmg HJghway CapacIty Softwarrt (HCS) and/or Sync.hto traffic software
Rep()l1:
The alla)YSls wIll be summarized m a report and submrtted to Clly of Cloarwater staff
If you concur with the attached methodology please SIgn and fax to our office at (813)
620-1542
Concu,ayt ~p~
D3ts S"h-t / d 1
$t!WI(d( Z /{o
H \048874 ~ Paradlse\OOl - Retail Clcarwatt:r\Elbo 051<<)04 doc
4-
~;~1Il 1tv... ~f"Q>f~~C!J ~vt-Ior"""e~vt ttCl\.ff,'(;.. fro"",," ~
dlvelof~fZ~ to tk ~(tc d,tlVt.IJ<H.1' ~I't.J ~ s+v...J1 .~{u,Jt,1''''f-ls.
U~\je ~~h"'j ~~.t ,\,' ~I J -h f' ~c"~4tf..)tlJ ,'4uSf'f:,f;'lI..A...
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APPENDIX B:
Project Trip Generation Worksheet
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I Pnnt Date May/2012004 Flon cia Department of 1 ran sport at IOn
Transportation StatIstICS Office
2002 Peak Season Factor Category Report
I PINELLAS COUNTYWIDE MOCF '" 094
Category. 1500 Week Date~ SF PSCF
1 0110 1I2002 - 0110512002 106 113
I 2 01/06/2002 - 01l12J2002 105 112
3 01113/2002 - 0111912002 104 1 11
4 01120/2002 - 0112612002 102 109
I 5 01127/2002 - 02/02/2002 100 106
6 02/03/2002 - 0210912002 098 104
* 7 02/10/2002 - 02/1612002 096 102
* 8 02/17/2002 - 0212312002 095 101
I * 9 02124/2002 - 03/0212002 094 100
* 10 03/03/2002 - 0310912002 093 099
* 11 03/1012002 - 0311612002 092 098
I * 12 03/17/2002 - 03/2312002 092 098
* 13 03/24/2002 - 03130/2002 093 099
* 14 03/3112002 - 04/0612002 093 099
* 15 04/07/2002 - 04113/2002 094 100
I * 16 04/14/2002 - 04120/2002 094 100
* 17 0412112002 - 04127/2002 095 101
*' 18 04128/2002 - 05104/2002 096 102
I *' 19 05/0512002 - 0511112002 097 103
20 05/12/2002 - 0511812002 099 105
21 05/1912002 - 05125120~~ 0 99~~=~~=~-i Oi J
I 22 05126/2002 - 06/0112002 099 105
23 06/02/2002 - 06/08/2002 100 106
24 06/0912002 - 0611512002 100 ] 06
25 06116/2002 - 06/2212002 100 106
I 26 06/2312002 - 0612912002 100 106
27 06/3012002 - 07/0612002 100 [ 06
28 07/0712002 - 0711312002 101 107
I 29 0711412002 - 07/2012002 101 107
30 0712112002 - 07/2712002 101 107
31 07/2812002 - 08/0312002 1 01 107
I 32 08/0412002 - 08/1012002 101 107
33 08/1112002 - 08/1712002 102 109
34 08/1812002 - 0812412002 103 110
35 08125/2002 - 08/3112002 103 110
I 36 0910112002 - 09/0712002 104 111
37 0910812002 - 0911412002 105 112
38 09115/2002 - 09/2112002 106 113
I 39 09/2212002 - 09/2812002 105 1 12
40 0912912002 - 10/0512002 104 1 [I
4] 10/06/2002 - 10/1212002 103 110
I 42 101l312002 - 10/1912002 102 109
43 10120/2002 - 10/2612002 102 109
44 10/27/2002 - 1110212002 103 110
45 11103/2002 - 11/0912002 103 110
I 46 1111012002 - 1111612002 104 III
47 1111712002 - 11/23/2002 104 1 11
48 11124/2002 - 1113012002 105 1 12
I 49 12/0112002 - 12107/2002 105 1 12
50 12/0812002 - 1211412002 106 113
51 12/1512002 - 1212112002 106 I 13
52 1212212002 - 12128/2002 105 1 12
I 53 1212912002 - 1213112002 104 111
I Note "*" mdlcates peak sea,<,On week C-5 Page
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APPENDIX D:
Existing and Future Traffic Volume Worksheets
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APPENDIX E:
2004 Existing Intersection and Roadway
Analyses Worksheets
I
HCS2000 Un
inalized Intersectlons Rele
4 1d
I
TWO-WAY STOP CONTROL SUMMARY
I
Analyst KHA
Agency/Co KHA
Date Performed: 5/20/2004
Analysls Tlme Perlod PM Peak Hour
Intersectlon: Ft Harrison Av & Rogers St
Jurisdlctlon. City of Clearwater
Units U S Customary
Analysls Year 2004 EXlstlng Condltions
ProJect ID' Clearwater Retall
East/West Street Rogers Street
North/South Street Alt U S 19/Ft Harrlson Avenue
Intersection Orientation' NS Study perlod (hrs):
o 25
I
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I Vehlcle Volumes and Adjustments
MaJor Street Approach Northbound Southbound
I Movement 1 2 3 4 5 6
L T R L T R
Volume 894 4 2 799
I Peak-Hour Factor, PHF 0 94 0 94 0.94 0 94
Hourly Flow Rate, HFR 951 4 2 850
Percent Heavy Vehlcles 2
I Median Type/Storage Undlvlded /
RT Channell zed?
Lanes 1 0 0 1
Conflguration TR LT
I Upstream Slgnal? No No
Mlnor Street: Approach Westbound Eastbound
I Movement 7 8 9 10 11 12
L T R L T R
I Volume 2 12
Peak Hour Factor, PHF 0.94 0 94
Hourly Flow Rate, HFR 2 12
Percent Heavy Vehicles 2 2
I Percent Grade (%) 0 0
Flared Approach EXlsts?/Storage No / I
Lanes 0 0
I Configuration LR
Delay,
NB
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HCS2000' Unsignallzed Intersections Release 4.1d
KHA User
Kimley-Horn and Assoclates, Inc
1220 Tech Boulevard
Tampa, Florlda 33619
I
I
phone
E-Mall
(813) 620-1460
Fax
(813) 620-1542
TWO-WAY STOP CONTROL(TWSC) ANALYSIS
I
I
Analyst. KHA
Agency/Co KHA
Date Performed' 5/20/2004
Analysls Tlme Perlod PM Peak Hour
Intersection' Ft Harrlson Av & Rogers St
Jurlsdiction' Clty of Clearwater
Unlts' U S Customary
Analysis Year 2004 Existing Condltions
ProJect ID Clearwater Retall
East/West Street: Rogers Street
North/South Street. Alt U S 19/Ft Harrlson Avenue
Intersection Orlentatlon NS Study perl~d (hrs):
0.25
I
I
I
Vehlcle Volumes and AdJustments
1 2 3 4 5
L T R L T
MaJor Street Movements
6
R
I Volume 894 4
Peak-Hour Factor, PHF 0 94 0 94
I Peak-IS Mlnute Volume 238 1
Hourly Flow Rate, HFR 951 4
Percent Heavy Vehicles
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Lanes 1 0
Conflguration TR
I Upstream Slgna!? No
Mlnor Street Movements 7 8 9
L T R
I Volume 2 12
Peak Hour Factor, PHF 0 94 0 94
I Peak-IS Minute Volume 1 3
Hourly Flow Rate, HFR 2 12
Percent Heavy Vehlcles 2 2
I Percent Grade (% ) 0
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2 799
0 94 0.94
1 212
2 850
2
/
0 1
LT
No
10 11 12
L T R
o
/
/
I Movements
Pedestrlan Volumes and AdJustments
13 14 15 16
I Flow (ped/hr)
o
o 0
o
E-2
I
Lane W~dth (ft)
Walk~ng Speed (ft/see)
Percent Blockage
I
12 0
4 0
o
12 0
4 0
o
12 0
4 0
o
12.0
4 0
o
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Prog.
Flow
vph
Upstream Signal Data
Sat Arrival Green Cycle
Flow Type T~me Length
vph sec sec
I S2
prog
Speed
mph
Distance
to S~gnal
feet
Left-Turn
Through
Left-Turn
Through
S5
I
Worksheet 3-Data for Comput~ng Effect of Delay to MaJor Street Vehicles
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Shared In volume, major th veh~cles:
Shared In volume, maJor rt veh~cles:
Sat flow rate, maJor th veh~cles
Sat flow rate, maJor rt veh~cles
Number of major street through lanes
I
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Movement 2
Movement 5
850
o
1700
1700
1
worksheet 4-Cr~t~cal Gap and Follow-up T~me Calculation
I
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Cr~t~cal Gap Caleulat~on
Movement I
L
4
L
7
L
8
T
9
R
10
L
11
T
12
R
1 00
1. 00
t{c,base)
t{c,hv}
P(hv}
t(c,g)
Grade/lOa
t(3,1t)
t{c,T)
4 I
I 00
2
I
o 00
o 00
o 00
4 I
tic)
I-stage
2-stage
I-stage
2-stage
0.00
0.00
I
I Follow-Up T~me Calculat~ons
Movement 1 4
L L
I
I
7 I
I 00
2
o 20
o 00
o 70
o 00
1 00
6 4
1 00
o 20
o 00
o 00
1 00
6 2
1 00
2
0.10
0.00
o 00
0.00
0.00
6.2
1. 00
o 20
o 00
o 00
1. 00
1 00
o 20
o 00
o 00
1. 00
o 10
o 00
0.00
o 00
7
L
8
T
9
R
10
L
11
T
12
R
t ( f, ba s e )
t(f,HV}
P(HV)
t (f)
o 90
o 90
2 20
o 90
2
2 2
3 50
o 90
2
3 5
o 90
3 30
o 90
2
3 3
o 90
o 90
I Worksheet 5-Effect of Upstream Signals
Computation I-Queue Clearance Time at Upstream S~gnal
Movement 2
V(t) V(l,prot}
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Movement 5
V(t) V(l,prot)
V prog
E-3
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Total Saturat~on Flow Rat s (vph)
Arrival Type
Effeet~ve Green, 9 (see)
Cyele Length, C (see)
Rp (from Exh~b~t 16-11)
Proport~on vehicles arriving on green P
g(q1)
g(q2)
g(q)
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Computation 2-Proportion of TWSC Intersect~on T~me blocked
Movement 2
V (t) V (l, prot)
Movement 5
V (t) V (l, prot)
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alpha
beta
Travel t~me, t(a) (sec)
Smoothlng Factor, F
Proportlon of conflletlng flow, f
Max platooned flow, V(c,max)
M~n platooned flow, V(C,mln)
Duration of blocked period, t(p)
Proportlon tlme blocked, p
o 000
o 000
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Computation 3-Platoon Event Perl ods
Result
I
p(2)
P (5)
p(dom)
p (subo)
Constralned or unconstrained?
o 000
o 000
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Proport~on
unblocked
for minor
movements, p(x)
(1 )
S~ngle-stage
Process
(2) (3)
Two-Stage Process
Stage I Stage II
I p(1)
p(4}
p(7}
I p(8}
p(9)
p(10)
I p(11)
p(12)
COffiputatlon 4 and 5
I Slngle-Stage Process
Movement 1
L
I V C,x
s
I Px
V C,U,x
C r,x
I C plat,x
Two-Stage Process
I 7
4
L
7
L
8
T
9
R
10
L
11
T
12
R
955
1807
953
8
10
11
E-4
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Stage1 St(
2 Stage1 Stage2 Stagel
~ge2 Stagel Stage2
I
V(c,X}
s
P{x}
V{c,u,x}
1500
I
C(r,x}
C(plat,x}
I
Worksheet 6-Impedance and Capaclty Equatlons
I
Step l' RT from Minor St
9
12
I
Confllctlng Flows
Potential Capacity
Pedestrlan Impedance Factor
Movement Capaclty
Probability of Queue free St
953
314
1 00
314
o 96
1 00
I
1. 00
Step 2 LT from Major St
4
1
I
I
Confllctlng Flows
Potentlal Capacity
Pedestrlan Impedance Factor
Movement Capacity
probablllty of Queue free St
Ma] L-Shared Prob Q free St
955
720
1 00
720
1 00
o 99
1 00
1 00
I Step 3
Conflictlng Flows
Potentlal Capacity
Pedestrlan Impedance Factor
Cap Ad] factor due to Impedlng mvmnt
Movement Capaclty
Probabllity of Queue free St
TH from Minor St.
8
11
I
1 00
o 99
1 00
o 99
I
1. 00
1 00
Step 4. LT from Mlnor St
7
10
I
Confllctlng Flows
Potentlal Capaclty
I Pedestrlan Impedance Factor
Maj L, Mln T Impedance factor
MaJ L, Min T Ad] Imp Factor
Cap Ad] factor due to Impedlng
I Movement Capaclty
1807
87
1. 00
1 00
o 99
1 00
o 96
mvmnt
1 00
87
I Worksheet 7-Computation of the Effect of Two-stage Gap Acceptance
Step 3 TH from Mlnor St 8 11
I Part 1 - First Stage
Confllcting Flows
Potentlal Capaclty
I Pedestrlan Impedance
Cap Adj. factor due
Movement Capaclty
I Probablllty of Queue
Factor
to Impedlng mvmnt
free St
E-S
I Part 2 Second Stage
-
I Conflictlng Flows
Potentlal Capaclty
Pedestrian Impedance Factor
Cap. Adj factor due to Impedlng mvmnt
I Movement Capaclty
Part 3 - Single Stage
I Conflicting Flows
Potentlal Capacity
Pedestrlan Impedance Factor 1 00 1 00
Cap Ad] factor due to Impeding mvrnnt 0 99 0 99
I Movement Capacity
Result for 2 stage process
I a
y
C t
I Probability of Queue free St 1 00 1 00
Step 4 LT from Mlnor St 7 10
I Part 1 - Flrst Stage
Confllctlng Flows
Potentlal Capaclty
I Pedestrian Impedance Factor
Cap Adj factor due to Impedlng mvmnt
Movement Capaclty
I Part 2 - Second Stage
Conflicting Flows
Potential Capaclty
I Pedestrian Impedance Factor
Cap Ad] factor due to Impedlng mvmnt
Movement Capaclty
I Part 3 - Slngle Stage
Confllctlng Flows 1807
Potentlal Capacity 87
I Pedestrian Impedance Factor 1 00 1 00
Maj L, Mln T Impedance factor 0 99
Ma] L, Mln TAd] Imp Factor. 1 00
I Cap Ad] factor due to Impedlng mvmnt 1 00 0.96
Movement Capacity 87
Results for Two-stage process
I a
y
C t 87
I Worksheet 8~Shared Lane Calculatlons
I Movement 7 8 9 10 11 12
L T R L T R
I Volume (vph) 2 12
Movement Capaclty (vph) 87 314
Shared Lane Capaclty (vph) 229
I E-6
I Worksheet 9-Computation ot l1:ffect of Flared Minor
Street Approaches
I Movement 7 8 9 10 11 12
L T R L T R
I C sep 87 314
Volume 2 12
Delay
I Q sep
Q sep +1
round (Qsep +1)
II n max
C sh 229
SUM C sep
I n
C act
I Worksheet la-Delay, Queue Length, and Level of Servlce
(
Movement 1 4 7 8 9 10 11 12
II Lane Conflg LT LR
v (vph) 2 14
I C(m) (vph) 720 229
vlc o 00 o 06
95% queue length o 01 o 19
Control Delay 10 0+ 21 7
I LOS B C
Approach Delay 21 7
Approach LOS C
I
Worksheet 11-Shared MaJor LT Impedance and Delay
II
p(oj}
II v(il),
v(12) ,
s (ll) ,
s (i2) ,
I p*(oJ)
d(M,LT), Delay for stream 1 or 4
N, Number of maJor street through
II d(rank,1) Delay for stream 2 or 5
Volume for
Volume for
Saturatlon
Saturation
,
stream 2 or 5
stream 3 or 6
flow rate for
flow rate for
stream
stream
Movement 2 Movement 5
1 00 1 00
850
0
2 or 5 1700
3 or 6 1700
0_99
10 0+
1
0.1
lanes
II
II
II
II
E-?
I
I Analyst
Agency
Date'
Perlod:
I Project
E/W St
HCS2000' S
,
~llzed Intersectlons Relea~ ! Id
KHA
KHA
5/20/2004
PM Peak Hour
ID Clearwater Retall
Turner Street
Inter Ft Harrlson Av & Turner St
Area Type: All other areas
Jurlsd City of Clearwater
Year 2004 Existlng Conditions
N/S St Alt U.S 19/Ft Harr~son Avenue
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SIGNALIZED INTERSECTION SUMMARY
I Eastbound I Westbound I Northbound 1 Southbound
I L T R I L T R 1 L T R 1 L T R
I I 1 1
No. Lanes 1 0 1 1 1 0 1 1 I 1 1 0 I 1 1 0
LGConf1.g I LT R 1 LT R I L TR 1 L TR
Volume 127 54 46 125 47 28 19 878 22 121 756 46
Lane W~dth 1 12 0 12.0 I 12 0 12 0 112.0 12 0 112 0 12 0
RTOR Vol I 25 I 15 I 0 1 0
Durat~on 0 25 Area Type All other areas
S~gnal Operatlons
Phase Combinat~on 1 2 3 4 5 6 7 8
BB Left A NB Left P
Thru A Thru P
R~ght A Right P
Peds Peds
WB Left A SB Left P
Thru A Thru P
R1.ght A Right P
Peds Peds
NB R~ght EB R~ght
SB R~ght WB R~ght
Green 20 0 90 0
Yellow 4 0 4 0
All Red 1 0 1.0
Cycle Length 120 0 sees
Intersect~on Performance Summary
Appr/ Lane Adj Sat Rat~os Lane Group Approach
Lane Group Flow Rate
Grp Capae~ty (s) v/c g/C Delay LOS Delay LOS
Eastbound
LT 275 1649 0 32 0 17 44 7 D 44 2 D
R 264 1583 0 09 0 17 42 4 D
Westbound
LT 269 1614 0 29 0 17 44 4 D 44 0 D
R 264 1583 0 05 0 17 42 1 D
Northbound
L 475 633 0 02 o 75 1 0 A
TR 1392 1856 0 70 0.75 4.8 A 4 8 A
Southbound
L 430 573 0 05 0 75 1 1 A
TR 1385 1847 0 63 0 75 3 8 A 3.7 A
Intersection Delay = 8 2
(sec/veh)
Intersect~on LOS = A
E-8
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KHA User
I Kimley-Horn and Assoc~ates,
1220 Tech Boulevard
Tampa, Flor~da 33619
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HCS2000
s
tal~zed Interseet~ons Relea
4.1d
Ine
phone
E-Ma~l:
(813) 620-1460
Fax
(813) 620-1542
OPERATIONAL ANALYSIS
Analyst KHA
Agency/Co KHA
Date Performed: 5/20/2004
Analys~s T~me Per~od PM Peak Hour
Interseet~on: Ft Harr~son Av & Turner St
Area Type All other areas
Jurlsd~ct~on: Clty of Clearwater
Analys~s Year: 2004 Ex~st~ng Conditions
ProJect ID: Clearwater Reta~l
East/West Street
Turner Street
North/South Street
Alt U S 19/Ft Harrlson Avenue
VOLUME DATA
1 Eastbound Westbound Northbound Southbound
I L T R L T R L T R L T R
I
Volume 127 54 46 25 47 28 9 878 22 21 756 46
% Heavy Veh 2 2 2 2 2 2 2 2 2 2 2 2
PHF 0.92 0.92 o 92 0 92 o 92 0 92 0 92 o 92 0 92 0 92 o 92 o 92
PK 15 Vol 7 15 12 7 13 8 3 239 6 6 205 12
H~ Ln Vol
% Grade 0 0 0 0
Ideal Sat 1900 1900 1900 1900 1900 1900 1900 1900
ParkEx~st
NumPark
No. Lanes 0 1 1 0 1 1 1 1 0 1 1 0
LGConfig LT R LT R L TR 1 L TR
Lane Width 12 0 12 0 12 0 12 0 12 0 12 0 112 0 12 0
RTOR Vol 25 15 0 1 0
Adj Flow 88 23 I 78 14 10 978 123 872
% InSharedLn I 1
Prop LTs o 330 I o 346 1 000 0 000 11 000 0.000
Prop RTs 0 000 1 000 I 0 000 1 000 o 025 I o 057
Peds Bikes 0 I 0 0 I 0
Buses 0 0 I 0 0 0 0 10 0
%InProtphase I 1
Duration 0 25 Area Type All other areas
OPERATING PARAMETERS
I Eastbound Westbound I Northbound I Southbound
I L T R L T R I L T R I L T R
I I 1
Inlt Unmet I 0 0 0 0 0 0 0 0 10 0 0.0 10 0 0 0
Arriv Type I 3 3 3 3 14 4 14 4
Un~t Ext I 3 0 3 0 3 0 3 0 13 0 3.0 13 0 3 0
I Factor I 1 000 1 000 I 1 000 1 1 000
Lost Tlme 1 2 0 2 0 2 0 2 0 12 0 2 0 12 0 2 0
Ext of g 1 2 0 2 0 2 0 2 0 12 0 2 0 12 0 2 0
E-9
I Ped Min g 3 2 3 2 3 2 3 2
I PHASE DATA
phase Comb~nat~on 1 2 3 4 5 6 7 8
I EB Left A NB Left P
Thru A Thru P
Right A Right P
I Peds Peds
WB Left A SB Left P
I Thru A Thru P
R~ght A Right P
Peds Peds
I NB Right EB Right
5B R~ght WB Right
I Green 20 0 90.0
Yellow 4 0 4 0
I All Red 1 0 1 0
Cyele Length. 120 0 sees
I VOLUME ADJUSTMENT AND SATURATION FLOW WORKSHEET
Volume AdJustment
I I Eastbound I Westbound I Northbound I Southbound
I L 'r R I L T R I L T R 1 L T R
I I -I I
Volume, V 127 54 46 125 47 28 19 878 22 121 756 46
I PHF 10 92 o 92 o 92 10 92 0.92 o 92 10 92 0.92 o 92 10 92 o 92 0.92
AdJ flow 129 59 23 127 51 14 110 954 24 123 822 50
No Lanes I 0 1 1 I 0 1 1 I 1 1 0 1 1 1 0
I Lane group I LT R I LT R I L TR 1 L TR
AdJ flow I 88 23 I 78 14 110 978 123 872
Prop LTs I o 330 I o 346 11 000 0.000 11.000 0 000
Prop RTs I 0.000 1 000 I 0 000 1 000 I o 025 I 0.057
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Saturat~on Flow Rate (see Exh~b~t 16-7 to determlne the adJustment factors}____
Eastbound Westbound Northbound Southbound
I LG LT R LT R L TR L TR
So 1900 1900 1900 1900 1900 1900 1900 1900
Lanes 0 1 1 0 1 1 1 1 0 1 1 0
I fw 1 000 1 000 1 000 1 000 1 000 1 000 1 000 1 000
fHV 0 980 0 980 0 980 0 980 0 980 0 980 0 980 0 980
fG 1 000 1 000 1 000 1 000 1 000 1 000 1 000 1 000
fP 1 000 1 000 1 000 1 000 1 000 1 000 1 000 1 000
I fBB 1 000 1 000 1 000 1 000 1 000 1 000 1 000 1 000
fA 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
fLU 1. 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00
I fRT 1 000 0 850 1 000 0 850 0 996 0 991
fLT o 885 0 866 0 340 1 000 0 308 1 000
See
fLpb 1 000 1 000 1 000 1 000 1 000 1. 000
I fRpb 1 000 1 000 1 000 1 000 1 000 1.000
S 1649 1583 1614 1583 633 1856 573 1847
See
I CAPACITY AND LOS WORKSHEET
E-1O
I Capac1ty Analys1s
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Apprl
Mvrnt
Lane
Group
and Lan
Ad]
Flow Rate
(v)
roup Capacity
Adj Sat Flow
Flow Rate Ratio
(s) (vis)
Green
Rat10
(g/C)
--Lane Group--
Capacity vlc
(c) Rat10
Eastbound
Prot
Perm
Left
prot
Perm
Thru LT
R1ght R
Westbound
Prot
Perm
Left
prot
Perm
Thru LT
R1ght R
Northbound
Prot
Perm
Left
Prot
Perm
Thru
R1ght
Southbound
Prot
Perm
Left
prot
Perm
Thru
R1ght
L
TR
L
TR
88
23
1649
1583
iF 0 05
o 01
o 05
o 01
0.02
#: 0 53
o 04
o 47
o 17
o 17
o 17
0.17
o 75
o 75
0.75
o 75
275
264
269
264
475
1392
430
1385
o 32
o 09
o 29
o 05
0.02
o 70
0.05
0.63
78
14
1614
1583
Sum (vis)
Sum of flow rat10s for crit1cal lane groups, Yc =
Total lost time per cycle, L = 10.00 sec
Cr1tical flow rate to capac1ty ratio,
10
633
978
1856
23
573
872
1847
Control
Appr/
Lane
Grp
Delay and LOS
Rat10s Unf
Del
g/C dl
Determ1nat1on
Prog Lane Incremental
Adj Grp Factor Del
Fact Cap k d2
vie
= 0..58
Xc = (Yc) (C)/(C-L) =
o 63
Res
Del
d3
Lane Group
Delay LOS
Approach
Delay LOS
Eastbound
LT 0 32
R 0 09
westbound
LT 0 29
R 0 05
Northbound
L 0 02
TR 0 70
Southbound
L 0 05
o 17
o 17
o 17
0.17
o 75
o 75
o 75
44 0
42 3
0.11
o 11
1 000 275
1 000 264
43 8
42 0
1 000 269
1 000 264
o 11
o 11
3.8
7 9
o 50
o 50
o 230 475
o 230 1392
3 9
o 230 430
o 50
o 7
o 1
o 6
o 1
o 1
3 0
o 2
E-ll
o 0
o 0
44 7
42 4
o 0
0.0
44 4
42 1
o 0
o 0
1.0
4.8
o 0
1 1
D
D
D
D
A
A
A
44 2
D
44 0
D
4 8
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I
HCS2000 Urban Streets Release 4 1d
,
I
KHA User
K~mley-Horn and Assoc~ates, Inc.
1220 Tech Boulevard
r
Tampa, Florida 33619
r
I
I
Phone. (a13) 6,20-1460
E-Mail.
Fax
(813) 620-1542
I
OPERATIONAL ANALYSIS
Analyst. KHA
Agency/Co KHA
Date Performed 5/20/2004
Analysis Time Period' PM Peak Hour
Urban Street Alt U S 19/Ft Harrison Avenue
Direct~on of Travel North-bound
Jur~sd~ction City of Clearwater
AnalYSiS Year 2004 Existing Condit~ons
Project ID Clearwater Reta~l
I
I
I
o Belleair Road
1 Belleview Boulevard
2 LakeView Road
3 Druid Road
4 Turner Street
5 Chestnut Street
6
7
8
9
10
11
12
13
14
15
Description of Arterial
0 25 hr
Length Urban Free
of street flow Running
segment class speed time Section
(mi) (mph) (see)
0 42 3 35 43 3 1
0.21 3 35 26.5 2
0 66 3 35 68.0 3
0 09 3 35 13 2 4
0 12 3 35 16 9 5
I
AnalySiS per~od length
I
I
Seg Cross street name
,I
I
I
I
Intersection Delay Estimates
Seg Cycle Green vlc Lane PVG Arr I Unit Init Cntrl Other Inter
length ratiO ratiO cap if type fac- ext queue delay delay LOS
C glC X c Input AT tor (see) (veh) (see) (see)
1 80 0 0 450 1 050 1265 4 1 000 3 0 0 57 9 0 0 E
2 80 0 0 540 0 860 1518 4 0 090 3 0 0 11 6 0 0 B
3 80 0 0 600 0 780 1687 4 0 393 3 0 0 7 9 0 0 A
4 120 0 0 750 0 703 1392 4 0 532 3 0 0 0 9 0 0 A
5 120 0 0 600 0 720 1518 4 0 647 3 0 0 10 8 0 0 B
6
E-14
I
I
I
9
10
11
12
13
14
15
I
I
I,
Arterial Level of Serv~ce
Inter. s6m of Sum 0 f Arterial
Running control Other time by length by Arter~al LOS by
Seg Sect t~me delay delay section seet~on speed section
(see) (see) (see) (see) (m~) (mph)
I
I
1 1 43 3 57.9 0.0 101 2 0 42 14.9 D
2 2 26 5 11 6 o 0 38 1 0 21 19.8 C
3 3 68 0 7.9 o 0 75 9 0 66 31.3 A
4 4 13 2 o 9 o 0 14 1 0 09 23.0 C
5 5 16.9 10.8 o 0 27 7 0 12 15 6 D
6
7
8
9
10
11
12
13
14
15
I
I
I
I
Total travel t~me (xl
Total length {yl
Total travel speed, Sa
Total urban street LOS
=
257 0
1 50
21 0
C
see
m~les
mph
.:
= 3600 x (y)/{x) =
(Exh~b~t 15-2) .:
I
Interseet~on F~les ~n the Analys~s
I
1
2
3
4 H \048874 - Parad~se\OOl - Reta~l Clearwater\Analysis\Ex~st- FtHarr~son Turne 5
6
7
8
9
10
11
12
13
14
15
I
I
I
I
I
I
I
E-15
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I,
I
I
I
I,
....~--...
APPENDIX F:
2005 Intersection and Roadway Analyses
Worksheets
I
HCS20 00. Ur
;nallzed Intersections Relt ; 4 Id
I
TWO-WAY STOP CONTROL SUMMARY
I
Analyst-
Agency/Co
Date Performed
Analysls Time Perlod.
Intersection:
Jurlsdlction
Unlts U S Customary
Analysls Year 2005 Total Traffic Condltlons
PrOJect ID Clearwater Retall
East/West Street Rogers Street
North/South Street Alt U S 19/Ft Harrlson Avenue
Intersectlon Orientatlon. NS Study perlod (hrs)
KHA
KHA
5/20/2004
PM Peak Hour
Ft Harrlson Av & Rogers
City of Clearwater
St
I
I
o 25
I Vehlcle Volumes and Adjustments
MaJor Street Approach Northbound Southbound
I Movement 1 2 3 4 5 6
L T R L T R
Volume 889 15 29 792
I Peak-Hour Factor, PHF 0 94 0 94 0.94 o 94
Hourly Flow Rate, HFR 945 15 30 842
Percent Heavy Vehlcles 2
I Medlan Type/Storage Undlvlded /
RT Channell zed?
Lanes 1 0 0 1
Conflguratlon TR LT
I Upstream Slgnal? No No
Mlnor Street Approach Westbound Eastbound
I Movement 7 8 9 10 11 12
L T R L T R
Volume 2 47
I Peak Hour Factor, PHF 0 94 0 94
Hourly Flow Rate, HFR 2 50
Percent Heavy Vehlcles 2 2
I Percent Grade (%) 0 0
Flared Approach EXlsts?/Storage No / /
Lanes 0 0
I Conflguratlon LR
Delay,
NB
1
Queue
SB
4
LT
Length, and Level of
Westbound
789
LR
Servlce
Eastbound
10 11
I Approach
Movement
Lane Conflg
I v (vph)
C (m) (vph)
v/e
I 95% queue length
Control Delay
LOS
I Approach Delay
Approach LOS
I
12
30
717
o 04
o 13
10 2
B
52
282
o 18
o 66
20 6
C
20 6
C
F-I
I
I
HCS2000 Uns~gnal~zed Intersect~ons Release 4 1d
I
KHA User
K~mley-Horn and Assoc~ates, Inc
1220 Tech Boulevard
Tampa, Florlda 33619
I
Phone
E-Ma~l
(813) 620-1460
Fax
(813) 620-1542
TWO-WAY STOP CONTROL (TWSC) ANALYSIS
Analyst:
Agency/Co
I Date Performed
Analys~s Tlme Per~od
Intersectlon
JurJ.sd~ctlon
Unlts: U S Customary
Analysls Year 2005 Total Trafflc Condlt~ons
Project ID Clearwater Retall
I East/West Street Rogers Street
North/South Street Alt U S 19/Ft Harrison Avenue
Intersectlon Or~entatlon NS Study perlod (hrs)
I
I
KHA
KHA
5/20/2004
PM Peak Hour
Ft Harrison Av & Rogers
CJ.ty of Clearwater
I,
MaJor Street Movements
I
St
o 25
Vehlcle Volumes and Adjustments
1 2 345
L T R L T
6
R
I
Volume 889 15
Peak-Hour Factor, PHF 0 94 0 94
Peak-IS Mlnute Volume 236 4
Hourly Flow Rate, HFR 945 15
Percent Heavy Vehlcles
Medlan Type/Storage Undlvlded
RT Channelized?
Lanes 1 0
Conflguratlon TR
Upstream Slgnal? No
M~nor Street Movements 7 8 9
L T R
Volume 2 47
Peak Hour Factor, PHF 0 94 0 94
Peak-1S Mlnute Volume 1 12
Hourly Flow Rate, HFR 2 50
Percent Heavy Vehlcles 2 2
Percent Grade (%) 0
Flared Approach Exists?/Storage No
RT Channelized?
Lanes 0 0
Conflgurat~on LR
I
I
I
I
I
I
29 792
o 94 o 94
8 211
30 842
2
/
0 1
LT
No
10 11 12
L T R
o
/
/
I Movements
Pedestr~an Volumes and Adjustments
13 14 15 16
I Flow (ped/hr)
o
o 0
F-2
o
I
Lane Wldth (ft)
Walklng Speed (ft/sec)
Percent Blockage
12.0
4 0
o
12 0
4 0
o
12 0
4 0
o
12 0
4.0
o
I
Frog
Flow
vph
Upstream Signal Data
Sat Arrival Green Cycle
Flow Type Tlme Length
vph sec sec
I
Prog
Speed
mph
Dlstance
to Slgnal
feet
I 82 Left-Turn
Through
S5 Left-Turn
I Through
I Worksheet 3~Data for Computlng Effect of Delay to Major Street Vehlcles
Movement 2 Movement 5
I Shared In volume, maJor th vehlcles 842
Shared In volume, major rt vehlcles 0
Sat flow rate, major th vehlcles' 1700
I Sat flow rate, maJor rt vehlcles 1700
Number of maJor street through lanes 1
I Worksheet 4-Crltlcal Gap and Follow-up Tlme Calculatlon
Crltical Gap Calculation
I Movement 1 4 7 8 9 10 11 12
L L L T R L T R
I t(c,base) 4 1 7 1 6 2
t(c,hv) 1 00 1 00 1 00 1 00 1 00 1. 00 1 00 1 00
P(hv) 2 2 2
I t(c,g) 0.20 0 20 0 10 0 20 0 20 0 10
Grade/lOa o 00 0 00 0.00 0 ao 0 00 0 00
t(3,lt) 0 00 0 70 0.00
t(c,T) 1-stage 0 00 0 00 0 00 0 00 o 00 0 00 0 00 0 00
I 2-stage 0 00 0 00 1 00 1 00 o 00 1. 00 1 00 0 00
t(c) I-stage 4 1 6 4 6 2
2~stage
I Follow-Up Tlme Calculations
Movement 1 4 7 8 9 10 11 12
L L L T R L T R
I t(f,base) 2 20 3 50 3 30
t{f,HV) 0.90 0 90 0 90 0 90 0 90 0.90 o 90 0 90
I P{HV) 2 2 2
t (f) 2.2 3 5 3 3
II Worksheet 5-Effect of Upstream Slgnals
Computation I-Queue Clearance Tlme at Upstream Slgnal
Movement 2
V(t) V(l,prot)
I
Movement 5
V(t) V(l,prot)
I V prog
F-3
I
Total Saturat~on Flow Rat s (vph)
Arr~val Type
Effect~ve Green, 9 (see)
Cycle Length, C (sec)
Rp (from Exhib~t 16-11)
Proport~on vehicles arrivlng on green P
g(g1)
g(q2)
g{q)
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Computation 2-Proportion of TWSC Intersection Tlme blocked
Movement 2
V(t) V(l,prot)
Movement 5
V(t) V(l,prot)
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alpha
beta
Travel tlme, t (a) (sec)
Smoothlng Factor, F
Proportlon of confl~ctlng flow, f
Max platooned flow, V(c,max)
Min platooned flow, V(c,ffiln)
Duratlon of blocked perlod, t(p)
Proportlon time blocked, p
o 000
o 000
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Computation 3-Platoon Event Periods
Result
I p(2)
p(5)
p(dom)
p (subo)
I Constralned
o 000
0.000
or unconstralned?
Proportion
I unblocked
for mlnor
movements, p(x)
I p (1)
p(4)
p(7)
I P (8)
p(9)
p (10)
I P (11)
p (12)
Computation 4 and 5
I Slngle-Stage Process
Movement
I V C,x
s
I Px
V C,u,X
C r,x
I C plat,x
Two-Stage Process
I 7
(1)
Slngle-stage
Process
(2) (3)
Two-Stage Process
Stage I Stage II
1
L
4
L
7
L
8
T
9
R
10
L
11
T
12
R
960
1854
952
8
10
11
F-4
I
I V(C,X)
s
P(x)
V(C,u,X)
I C(r,x)
C(plat,x)
Stagel St,
2 Stage1 Stage2 Stage!
~ge2 Stage! Stage2
1500
I
Worksheet 6-Impedance and Capaclty Equations
I
Step l' RT from Mlnor St
9
12
I
Confllct~ng Flows
Potentlal Capacity
Pedestrian Impedance Factor
Movement Capac~ty
Probablllty of Queue free St
952
315
1 00
315
o 84
1 00
I
1. 00
Step 2 LT from Ma]or St
4
1
I
Conflictlng Flows
Potentlal Capaclty
Pedestrian Impedance Factor
Movement Capaclty
Probablllty of Queue free St
Ma] L-Shared Prob Q free St
960
717
1 00
717
o 96
o 92
1 00
I
1. 00
I
Step 3
TH from Mlnor St
8
11
I
Confllcting Flows
Potentlal Capaclty
Pedestrlan Impedance Factor
Cap Ad] factor due to Impedlng mvmnt
Movement Capacity
Probablllty of Queue free St
1 00
o 92
1 00
o 92
I
1 00
1 00
Step 4 LT from Mlnor St
7
10
I
I
Confllctlng Flows
Potentlal Capaclty
Pedestrian Impedance Factor
Ma] L, Mln T Impedance factor
Ma] L, Mln T Ad] Imp Factor
Cap Ad] factor due to Impedlng mvmnt
Movement Capaclty
1854
81
1 00
1 00
o 92
o 94
o 79
I
o 96
78
I
Worksheet 7-Computatlon of the Effect of Two-stage Gap Acceptance
Step 3 TH from Mlnor St
8
11
I
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Part 1 - Flrst Stage
Conflicting Flows
Potential Capacity
Pedestrian Impedance Factor
Cap Ad] factor due to Impedlng mvmnt
Movement Capaclty
Probabillty of Queue free St
I
F-5
I Part 2 Second Stage
-
I Confllctlng Flows
Potentlal Capacity
Pedestrlan Impedance Factor
Cap Ad] . factor due to Impedlng mvmnt
I Movement Capacity
Part 3 - Slngle Stage
I Confllctlng Flows
Potentlal Capac~ty
Pedestrlan Impedance Factor 1 00 1 00
Cap Ad] factor due to Impedlng mvmnt 0 92 0.92
I Movement Capaclty
Result for 2 stage process:
I a
y
C t
I Probability of Queue free St 1. 00 1 00
Step 4 LT from Mlnor St 7 10
I Part 1 - Flrst Stage
Confllctlng Flows
Potentlal Capaclty
I Pedestrian Impedance Factor
Cap Ad] factor due to Impedlng mvmnt
Movement Capacity
I Part 2 - Second Stage
Confllctlng Flows
Potentlal Capaclty
I Pedestr:Lan Impedance Factor
Cap. Ad] factor due to Impedlng mvmnt
Movement Capacity
II Part 3 - Slngle Stage
Conflict:Lng Flows 1854
Potentlal Capaclty 81
I Pedestrlan Impedance Factor 1 00 1 00
Maj L, Mln T Impedance factor 0 92
Ma] L, Mln TAd] Imp Factor 0.94
I Cap Adj factor due to Impedlng mvmnt 0 96 0 79
Movement Capaclty 78
Results for Two-stage process
I a
y
C t 78
I Worksheet 8-Shared Lane Calculations
I Movement 7 8 9 10 11 12
L T R L T R
I Volume (vph) 2 50
Movement Capaclty (vph) 78 315
Shared Lane Capacity (vph) 282
I F-6
I Worksheet 9-Computatlon OL Effect of Flared Street Approaches
Mlnor
I Movement 7 8 9 10 11 12
L T R L T R
I C sep 78 315
Volume 2 50
Delay
I Q sep
Q sep +1
round (Qsep +1)
I n max
C sh 282
SUM C sep
I n
C act
I Worksheet 10-Delay, Queue Length, and Level of Service
Movement 1 4 7 8 9 10 11 12
I Lane Conflg LT LR
v (vph) 30 52
I C(m) (vph) 717 282
vfc o 04 o 18
95% queue length 0.13 o 66
Control Delay 10 2 20 6
I LOS B C
Approach Delay 20 6
Approach LOS C
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Worksheet II-Shared MaJor LT Impedance and Delay
I
p{o])
I v(ll),
v(l2) ,
s (ll) ,
'I s(12),
P* (oJ)
d(M,LT), Delay for stream 1 or 4
N, Number of major street through
I d(rank,l) Delay for stream 2 or 5
Volume for
Volume for
Saturation
Saturatlon
stream 2 or 5
stream 3 or 6
flow rate for
flow rate for
stream
stream
Movement 2 Movement 5
1 00 0 96
842
0
2 or 5 1700
3 or 6 1700
0 92
10.2
1
0.8
lanes
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I Analys t
Agency
Date
Perlod
I Pro] ect
E/w St
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HCS2000
KHA
KHA
5/20/2004
PM Peak Hour
ID Clearwater
Turner Street
S
allzed Intersections Relea
4 1d
Inter. Ft Harrlson Av & Turner St
Area Type All other areas
Jurisd Clty of Clearwater
Year 2005 Total Traffic Condlt1ons
Retall
N/S St
Alt U S. 191Ft Harrlson Avenue
1 Eastbound
1 L T R
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127
1
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SIGNALIZED INTERSECTION SUMMARY
I Westbound 1 Northbound
I L T R I L T R
I I
I 011 I
1 LT R 1 L
163 49 28 19
o 1 12 0 12 0 112 0
I 15 I
1 Southbound
I L T R
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1 L
131
112 0
I
No Lanes
LGConfig
Volume
Lane Wldth
RTOR Vol
o
1
LT
56
12 0
1
R
46
12
25
1
1
TR
871
12 0
o
1
1
TR
751
12.0
o
53
46
o
o
Duratlon
o 25
Phase Comblnation 1
EB Left A
Thru A
Rlght A
Peds
WB Left
Thru
Rlght
Peds
NB Right
SB Rlght
Green
Yellow
All Red
Apprl
Lane
Grp
Lane
Group
Capacity
Area Type All other areas
Signal Operatlons
3 4
A
A
A
21 0
4.0
1 0
2
v/c
g/C
NB
8
SB
Left
Thru
Rlght
Peds
Left
Thru
Right
Peds
Rlght
Rlght
5
P
P
p
P
P
P
6
7
89 0
4.0
La
Cycle
Intersectlon Performance Summary
AdJ Sat Ratlos Lane Group
Flow Rate
(s)
EB
WB
Delay LOS
Length
120.0
secs
Approach
Eastbound
Delay LOS
LT 251
R 277
Westbound
LT 201
R 277
Northbound
L 472
TR 13 7 0
Southbound
L 414
TR 1370
1435
1583
1149
1583
636
1847
558
1847
o 36
o 08
o 17
o 17
o 60
o 05
o 17
o 17
o 02
o 73
o 74
o 74
o 08
o 63
o 74
0.74
Intersectlon Delay = 9 5
(sec/veh)
44 5
41 6
50 6
41.3
1 0
5 5
1 3
3 9
D
D
D
D
A
A
A
A
43 9
D
49 7
D
5 4
A
3 8
A
Intersectlon LOS = A
F-8
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KHA User
I Klmley-Horn and Assoc~ates,
1220 Tech Boulevard
Tampa, Florlda 33619
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HCS2000' S
phone
E-Mall
(813) 620-1460
allzed Intersections Relea~
Inc
4 1d
OPERATIONAL ANALYSIS
Fax
(813) 620-1542
Analyst KHA
Agency/Co KHA
Date Performed 5/20/2004
Analysls Tlrne Period PM Peak Hour
Intersectlon Ft Harrlson Av & Turner St
Area Type All other areas
Jurlsdlctlon Clty of Clearwater
Analysls Year. 2005 Total TrafflC Conditions
ProJect ID Clearwater Retall
East/West Street
Turner Street
1 Eastbound
1 L T R
I
127 56 46
vehl2 2 2
10 92 0.92 0 92
17 15 12
1
I
Volume
% Heavy
PHF
PK 15 Vol
Hl Ln Vol
% Grade
Ideal Sat
ParkExlst
NumPark
No. Lanes
LGConflg
Lane Wldth
RTOR Vol
Adj Flow
%InSharedLn
Prop LTs
Prop RTs
Peds Bikes
Buses
%InProtPhase
Duration 0 25
o
1900 1900
o
1
LT
12 0
1
R
12 0
25
23
90
o 322
o 000 1 000
o
o
o
Area
1
1
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Init Unrnet I
Arrlv Type I
Unlt Ext I
I Factor I
Lost Tlme I
Ext of 9 I
Eastbound
L T R
o 0 0 0
3 3
3 0 3 0
1 000
2 0 2 0
2 0 2 0
VOLUME DATA
North/South Street
Alt U.S. 19/Ft Harrison Avenue
1 Westbound
I L T R
I
163 49 28
12 2 2
10.92 0.92 0 92
117 13 8
1
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1
1
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1
1
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Type All other areas
o
1900 1900
o
1
LT
12 0
1
R
12 0
15
14
121
o 562
o 000 1 000
o
o
o
I Northbound
1 L T R
I
19 871 53
12 2 2
10 92 0 92 0 92
13 237 14
I
1 0
11900 1900
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1 L
112
1
110
I
11
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10
I
1
TR
o 12.0
1
1005
000 0 000
o 058
o
o
OPERATING PARAMETERS
Westbound
L T R
o 0 0 0
3 3
3 0 3 0
1 000
2 0 2 0
2 0 2 0
F-9
o
I Southbound
I L T R
1
131 751 46
12 2 2
10.92 0.92 0 92
18 204 12
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I 0
11900 1900
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I L
112
1
134
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11
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10
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o
1
TR
o 12 0
1
o
o
866
000 0.000
0.058
o
o
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10 0
14
13 0
I
12 0
12 0
Northbound
L T R
o 0
4
3
1
2
2
o
000
o
o
I Southbound
I L T R
I
10 0
14
13 0
I
12.0
12.0
o 0
4
3 0
1 000
2 0
2.0
I
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I WB
I
I NB
SB
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I
I
I
I
I
I
Ped Mln g
3 2
phase Combinatlon 1
EB
Left
Thru
Rlght
Peds
Left
Thru
Rlght
Peds
Right
R~ght
Green
Yellow
All Red
Volume
Volume, V
PHF
Ad] flow
No Lanes
Lane group
Adj flow
Prop LTs
Prop RTs
A
A
A
A
A
A
21 0
4 0
1 0
VOLUME
Adjustment
1 Eastbound
1 L T R
I
127
10 92
129
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1
1
I
56 46
o 92 0 92
61 23
1 1
LT R
90 23
0.322
o 000 1 000
o
3 2
PHASE DATA
2
3
4
3 2
NB
Left
Thru
Right
Peds
p
p
p
3 2
5
6
7
8
SB
Left
Thru
Rlght
Peds
P
P
P
Cycle Length
120 0
secs
EB
Rlght
ADJUSTMENT AND SATURATION FLOW WORKSHEET
Saturatlon Plow Rate {see
Eastbound
LT R
1900 1900
1 1
1 000 1 000
o 980 0 980
1 000 1 000
1 000 1 000
1 000 1 000
1 00 1 00
1 00 1 00
1 000 0 850
o 770
LG
So
Lanes 0
fW
fHV
fG
fP
fBE
fA
fLU
fRT
fLT
Sec
fLpb
fRpb
S
Sec
1 000
1 000 1 000
1435 1583
1 Westbound
1 L T R
I
163
10 92
168
1
I
1
1
1
49 28
o 92 0 92
53 14
1 1
LT R
121 14
o 562
o 000 1 000
o
o
Exhlblt 16-7 to
Westbound
LT R
1900 1900
1 1
1 000 1 000
o 980 0 980
1. 000 1 000
1 000 1 000
1 000 1 000
1 00 1 00
1 00 1 00
1 000 0 850
o 617
WE
Right
1 000
1 000 1 000
1149 1583
89.0
4.0
1 0
I Northbound
1 L T R
1
19 871 53
10 92 0 92 0.92
110 947 58
I 110
I L TR
110 1005
11 000 0.000
I 0.058
determlne the
Northbound
L TR
1900 1900
1 1
1. 000 1 000
0.980 0 980
1 000 1 000
1 000 1 000
1 000 1 000
1 00 1 00
1 00 1 00
o 991
0.342 1 000
1 000 1 000
1 000
1847
636
CAPACITY AND LOS WORKSHEET
F-IO
I Southbound
I L T R
I
131 751 46
10 92 0 92 0 92
134 816 50
I 110
I L TR
134 866
11 000 0 000
I 0.058
o
adJustment factors)____
Southbound
L TR
1900 1900
1 1
1 000 1. 000
o 980 0.980.
1 000 1. 000
1. 000 1. 000
1. 000 1 000
1 00 1 00
1 00 1 00
o 991
o 300 1 000
o
1 000 1 000
1.000
1847
558
I Capac~ty Analys~s and Lan' "\roup Capacity
Adj Adj Sat Flow Green --Lane Group--
Apprl Lane Flow Rate Flow Rate Ratio Ratio Capaclty v/c
I Mvmt Group (v) ( s) (vis) (g/C) (c) Ratio
Eastbound
I Prot
Perm
Left
B Prot
Perm
Thru LT 90 1435 0 06 0 17 251 0.36
Right R 23 1583 0 01 0 17 277 0.08
D Westbound
Prot
Perm
I Left
Prot
Perm
Thru LT 121 1149 # 0 11 0.17 201 0.60
- Rlght R 14 1583 0 01 0.17 277 0.05
Northbound
Prot
I Perm
Left L 10 636 o 02 o 74 472 o 02
prot
I Perm
Thru TR 1005 1847 # 0 54 o 74 1370 o 73
Rlght
Southbound
I Prot
Perm
Left L 34 558 o 06 0.74 414 0.08
I Prot
Perm
Thru TR 866 1847 o 47 0.74 1370 0.63
Rlght
I Sum of flow ratlos for crltlcal lane groups, Yc = Sum (vis) = 0 65
Total lost tlme per cycle, L = 10.00 sec
I Critical flow rate to capaclty ratio, Xc = (Yc) (C) I (C-L) = 0 71
Control Delay and LOS Determlnatlon
Apprl Ratlos Unf prog Lane Incremental Res Lane Group Approach
I Lane Del Ad] Grp Factor Del Del
Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS
I Eastbound
LT 0.36 0 17 43 6 1 000 251 0 11 0 9 0 0 44 5 D 43 9 D
I R 0.08 0 17 41 4 1 000 277 0 11 0 1 0 0 41 6 D
Westbound
LT o 60 0 17 45.6 1 000 201 0 19 5 0 0 0 50 6 D 49 7 D
I R o 05 0 17 41 2 1 000 277 0 11 0 1 0 0 41 3 D
Northbound
L o 02 0 74 4 1 0 223 472 0 50 0 1 0 0 1 0 A
I TR o 73 0 74 8 8 0 223 1370 0 50 3 5 0 0 5 5 A 5 4 A
Southbound
L o 08 o 74 4 3 o 223 414 0 50 o 4 o 0 1 3 A
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"52000
urban Streets Releas~
Id
KHA User
Kimley-Horn and Associates, Inc
1220 Tech Boulevard
Tampa, Florida 33619
Phone (813) 620~14.60
E-Mail
Fax
(813) 620-1542
OPERATIONAL ANALYSIS
Analyst KHA
AgencylCo. KHA
Date Performed 5/20/2004
Analysis Time Per10d PM Peak Hour
Urban Street. Alt D.S 191Ft Harr1son Avenue
Direction of Travel North-bound
Jurisdiction: C1ty of Clearwater
Ana~ysis Year: 2005 Total Traffic Cond1tlons
Project 10' Clearwater Retail
Ana1YSls per10d length
Descr1ption of Arterlal
0 25 hr
Length Urban Free
of street flow Running
segment class speed time SectJ.on
{mil (mph) (sec)
0 42 3 35 43 3 1
0 21 3 35 26 5 2
0 66 3 35 68 0 3
0 09 3 35 13 2 4
0 12 3 35 16 9 5
Seg Cross street name
o Bel1ea~r Road
1 Be11eview Boulevard
2 Lakev1ew Road
3 Dru1d Road
4 Turner Street
5 Chestnut Street
6
7
8
9
10
11
12
13
14
15
IntersectJ.on Delay Estimates
Seg Cycle Green v/c Lane PVG Arr I Dnlt InJ.t Cntrl Other Inter
length ratJ.o ratJ.o cap J.f type fac~ ext queue delay delay LOS
C g/C X c Input AT tor (sec) (veh) (see) (sec)
1 80 0 0.450 1. 050 1265 4. 1 000 3.0 0 57 9 0 0 E
2 80 0 0.540 0 860 1518 4 0 090 3 0 0 11 6 0 0 B
3 80 0 o 600 0 780 1687 4 0 393 3.0 0 7 9 0 0 A
4. 120 0 0.742 o 734 1370 4 0 532 0.0 0 2 3 0 0 A
5 120.0 o 600 o 720 1518 4. 0 603 3 0 0 10 8 0 0 B
6
F-12
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8
9
10
11
12
13
14
15
Arterial Level of Service
Inter Sum of Sum 0 f Arterial
Running control. Other time by length by Arterial LOS by
Seg Sect t1me delay delay section section speed section
(sec) (sec) (sec) (sec) (ml) (mph)
1 1 43 3 57 9 0 0 101 2 0 42 14 9 D
2 2 26 5 11 6 0.0 38 1 0 21 19 8 C
3 3 68.0 7 9 0 0 75 9 0.66 31 3 A
4 4 13.2 2 3 0 0 15 6 0.09 20.8 C
5 5 16.9 10 8 0 0 27.7 0 12 15.6 D
6
7
8
9
10
11
12
13
14
15
Total travel time (x) = 258 4 sec
Total length (y) = 1 50 miles
Total travel speed, Sa = 3600 x (y) I (x) :: 20 9 mph
Total urban street LOS (Exhiblt 15-2) :: C
Intersectlon FlIes ln the Analys1s
1.
2 _
3 :
4: H \048874 - Paradise\OOI - Retall Clearwater\Analysis\Fut- FtHarrison Turner 5'
6 .
7
8 .
9
10
11
12
13
14
15
F-13
AGREEMENT REGARDING Q Rl RjtJo~ A~LEY
This Agreement IS made thiS ,,1 day of '
\VEBB ("WEBB") and WIN#-HAR
,2004, by and between KERNAN
, a Flonda limited partnership ("WIN")
WITNESSETH:
WHEREAS, WIN desIres to develop certam property located on South Ft Hamson
Avenue pursuant to the SIte Plan attached hereto as ExhIbit "A",
I
WHEREAS, m order to faclhtate the development, that certam alley runnmg from
Rogers Street and Turner Street between Lots 4,5,6 and 3 & 8 Wallace Additlon, Plat Book 3,
Page 6, Pubhc Records of HIllsborough County of which Pmellas County was formerly a part
(the "Alley") needs to be vacated, and
WHEREAS, WEBB has agreed to consent to the vacatIOn pursuant to the terms and
condItIons con tamed herem
NO"V, THEREFORE, IT IS AGREED AS FOLLOWS:
1 ReCItals The above reCItals and true and correct
2 VacatIOn WEBB agrees as the owner of Lot 3 of the Wallace AddItIOn to
Clearwater, FlOrIda accordmg to the Plat recorded m Plat Book 3, Page 6, Publrc RecOlds of
Hdlsborough County, of WhICh Pmellas County was a formerly a part, that he WIll execute any
and all documents necessary to consent to the vacatIOn of the Alley
3 OblIgatIOns of WIN In consIdelation of WEBB's consent to the vacatIOn, WIN
agrees to comply With those certam letters dated July 9,2004 from Kernan Webb to Owen
Ewmg and Bob Brett and from Bob Brett to Mr Kernan Webb These letters and accompanymg
SIte plans are attached hereto as ExhibIt "B" WEBB and WIN agree to execute a cross access
agreement as It relates to the proposed Jomt mgress/egress on Rogers Street WIN's comphance
With the Exhlblt "B" reqUlrements shall take place Il1 an orderly fashion dunng the development
of the Shoppmg Center to be developed on WIN's property
I 4 Costs and Attorney's Fees Should eIther party employ an attorney to enforce thlS
Agreement, by arbltratlOn or htigation, or to protect Its mterest III any matter ansmg under thiS
Agreement, or to recover damages for a breach of thIS Agreement, or to defend ltself 10 regard to
any actIOn brought by the other party under, or ansmg out of, thiS Agreement, the prevmlmg
party shall be entitled to recover from the other party all costs and attorney fees through all
proceedmgs, tnals and appeals
J.l [ 5 2004
Win - Ft Hamson! AgreementRegard mg V acationof All ey
o [E(C[E~%7[E
PLANNING & DEVELOPMENT
SERVICES
CITY or CLEARWATER
J 5 Facsimile Transmittal TransmIttal of this Agreement may be accomplished by
facsImIle Any facsImIle verSIOn of thiS Agreement shall constItute an ongmal
6 Bmdmg Effect ThIS Agreement shall bmd and mure to the benefIt of the
respective heIrs, personal representatIves, successors, and assIgns of the parnes
7 EntIre Ae:reement ThiS Agreement shall constItute the entIre agreement between
the partIes Any pnor understandmg or representatlOn of any kmd precedmg the date of thiS
Agreement shall not be bmdmg upon either party, except to the extent not expressly set forth 10
thIS Agreement
8 SeverabilIty The mvalIdIty or unenforceabIhty of any provlslOn 111 the
Agreement shall not m any way affect the valIdIty or enforceabilIty of any other provlSlon and
thIS Agreement shall be construed III all respects as If such mvahd or unenforceable prOVISIon
had never been III the Agreement
9 Counterparts ThIS Agreement may be executed m any number of counterparts,
each of which shall be deemed to be an ongmal, but all of whIch together shall constItute but one
and the same mstrument
10 GovernIng Law ThIS Agreement shall m all respects be subject to, and governed
by, the laws of the State of Flonda
WIN - FT. HARRISON, LTD, a Flonda lImited
partnership
By PDG II, INC , a Flonda corporatlOn, Its
General Partner
, ,
, PLANNING & DEVELOPMENT ',., ,1
1,1,' SEAvrc ,,,
I ;l I ~ l't J L ES :[ \:! -101 ~.... l Jl ~
L " 'I CITY OF CLEARWATER 1 ~,~:;:
BY~( L_-,
Owen C Ewmg, VIce PreSident
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W m- Ft Hamson! AgreementRegardmg V acatIonofAlley
EXHIBIT "B"
THE PARADISE GROUP
RET-\!L · O[\'LLOPMEN"l · M <\NAGEtvlEN r · LEASI~G
J uJ> <) 11JO-t
Mr f...eman \Vebb
\\'~bb \ Gentlell1<lfl' 5 Apparel
501 S Fl HaITIsonA\c
C1eJr\\'at~r, FI 33756
,\tlr Webb,
Thank ;.-OU for )our timely respon~e to aJdres~ our SHe pldll revISion Wr. h,lve rC\1ewed
your ldta~ and are agreeable to ell! Items mentioned We have revIsed tile slle plan to
Iflcorporule rbe llems outlined for your revIew
\\ e hili c ~hOWll J hedge ond or additIOnal plJ.ntlllg~ ~epJratlllg the rwo O,lrhlJ\g areJS
howevt;r, 1 t yOU preler to hJve tcncmg, we \\.ould provide fenllng to malch eXISllllg
rencmg on $lie or dISCU:'~ other altemall ve~ P ,Ir J.Il:,.; WIll agree to lomplcle t11ese
plopo~ed chonge,> at our expcme III retulll tor your agreemcnlto VJL.ate the J.Uey
Owcn .ill! rerum on 1I,fomlay and "ve Will CJI1 YOll to tunher d]SLU~~ the ero:,;, a-:ce~~
ilgfcemenlln det.:l!\
Ag,l1ll, v.e appreclaH: your attenllon to thl~ malter, and look fOf\\Jrd 10 talkmg wlIh you
agam ;,0011
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< \ ~\ \\\\\ 'CITY OF CLEARWATER
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_ 115 2004
l,fL lIHIHX3
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, ~ ,; PLANNING & DEVELOPMENT
"i1t:t!.,' " SERVICES
\, '"',,f\ CllY OF CLEARWATER
EXHIBIT "B"
1 72 7724015 7
!
WEBB'S OF C'S!C.E
PACE a!
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~
~ 50 I 5 FI Harnsan A'le · CleorNole" Flonaa 33756.53, 6 . 727 44 ).1518
July 9/ 2004
FAX 727-726-2337
To OW(:r] EWing and Bob 8rell
Sus
P"or 10 <ompl'llOg , Cross A<cess Agreem,nl, 1 hav, a couple Idea,
We can ldlk aooullls iiI prelude fo a final ~gteernellf
I You may replace or modify !he ex""ng ~ood ,I" renee on
Ihe soulh Ooundllry or my au:< parkmg 101 (10 be known as ''/he 101")
with prIOr VOICe approval ~
2 !.1s!J Ihe Clly gran"ng vacallOn Oflh, alley, you may
conSider 'docatlng Ihe 8 parking pi"" funher "" and making Ihe
plan"ng area a fOOl or Iwo wider 10 a<"pl a 3 104 fOOl f'n<e and/or
addl~aJ planting, 10 ehmmale any fOollraflje between Ihe 2 parkmg
IOI3~
J. Mai(e Ihe entryway @ the Sam, On !he call and w," SIdes
of<h, alley olTR.ogers,,, 10 plan"ngs and lIze for a more all"ee,v,
en 1l1ilJ ceiexil
4 Change Ihe tram, ISland -@ 10 Ih, 'am, ,hape and
p1ill1l1ng, On balh 101' 10 make a more graClou, entry/e"l a, well "
aJJow better signage
5 Install two SIghS aD
PRIVATE PARKJNQ
WEBB'S
501 SOUTH BLDG,
all others wUl be towed
Thank YOl/, I aWait YOur reply,
o [E(C[E~w[E
a I t5 2004
t\' ING & DEVELOPMENT
;\ 't.\ PLANN SERVICES
, "\ ~ '1 '1)~" , F CLEARWATER
",,' \W CITYO
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h'Er.~L . [;E.YE.u)P~,JHlT . t,!}}'i,~f~EMEtJT 'UK ItlG
FACSIMllE TRANSMISSION COVER PAGE
TOTAL # OF PAGES (iNCLUDiNG COVER PAGE): J
DATE: 7/9/2004
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FACSIFfrro
From. Bob Brett
Ph 0 ne: 727-726-1 i 15 ext 252
Me~sane
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Mr Webb,
Plea~e tind attached revised dravJ. ng_has.ed_andJetl~UILrespon~e to your earlier fax
Please give me acalllf you have U ~~ IE ~ W ~ I
Thanks, I Uv
SB a 1152004
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,Hi\
}\ \t PLANNING & DEVELOPMENT
<i \, ';~~l(j,1~ 1 1 SERVICES ' " . \ \
'I! ,\'I~' CITY OF CLEARWATER 'r
l:-"~",_'II;;_-'-I'<*'III'i.u..,~1"'"~""'..qjI"4..1;__j!liOlll'flll...l.:.],,,,, 1.io..~1ioo.I '" ....J.... _ 1-10. "" ~~~ UH...........~~'""'.......
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o PleJsc: c,1I1 \.ldth any qlJcs(JOosJa fter rem\Hng 0 No cull nece~silry
Ongmul [1J wIll n01 follow 0 will follow VIU
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Ke,ith Zayac & Associates" Inc..
CIVIl Engloeermg, Landscape Architecture, Plannmg
701 Enterpnse Rd E, SUite 404
Safety Harbor, FL 34695
(727) 793-9888 Phone
(727) 793-9855 Fax
kelth@kelthzayac com
OR\G\NAL
'~r ref --_.~ IV; ~ ! I
ur MAY 2 0 2004 l~
_ _ r
F'iJ,I':" " ,1'[\,t.;:.OI "l!:NrSvC~'
Cd f OJ: CI E ~,ll'N,~ 1 ER
..----...- ---
Ft. Harrison Retail
Clearwater, Florida
Sto'rm Water System Re'port
Original Issue May 25, 2004
nFrr=-'r'l' [~=n
u ~l-~~",;:;;=:u V ~~D
MAY 5) h LUUII
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INDEX
Calculations .................'11..,.......... 110'11111111........................ 11I11I... 'IIl111...11 1-3
Cultec Spreadsheet...............-...................... 4-6
Geotechnical Investigation Report
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REPORT OF
GEOTECHNICAL EXPLORATION
CLEARWATER RETAIL STRIP CENTER
Clearwater, Pinelfas County, Florida
prepared for
THE PARADISE DEV~LOPMENT GROUP, INe
- 2901 Rigsby lane
Safety Harbor, Florida 34695
prepared by
BURCAW GEOTECHNICAL GROUP, INC
, 6402 W Linebaugh Avenue'
SUite A
Tampa, Florida 33625
(813) 818-4606
BGG JOB NO G04-578
May 3, 2004
GeotechruCaI Group
IncorpOl ated
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May 03,2004
Mr Bob Brett
The Paradis'e Development Group, Inc.
2901 Rigsby Lane
Safety Harbor, Florida 34695
RE: Report of Geotechnical Exploration
Clearwater Retail Strip Center
Clearwater, Pinellas County, Florida
BGG Project No.: G04.578
Dear Mr Brett
Burc:aw Geotechnical Group, Inc. (BGG) has completed the geotechOlcal subsurface exploratIon for
the above ,noted project We provl~,e~ our servIces In general accordance with our proposal number
GP04~624, dated Apnl 12, 2004 The purpose of our exploration was to explore the subsurface soil
and groundwater condItions at the'slte of the proposed new retail stnp center and provide
recommendations for earthwork, foundations and pavement d~slgn for the n'l;w construction ThiS
report summanzes our field exploration and presents our fin~:hngs: co'ncluslons and geotechnical
engmeenng recommendatll;ms, pertammg to the planned development
PROJECT INFORMA liON
Existina'Site
The planne~ bUildIng' sIte IS gen'erally an "L" shaped parcel: located at the northeast corner of the
intersection of South Fort Hamson Avenue and Turner Street, 10 Clearwater:Plnellas County, Flonda
The property IS fronted by South Fort Harnson Ave to the )Nest with retail development beyond The
property IS further bordered 'by Turner Streefto the south, Rogers Street to the north and reSidential
development to the east,
The property IS partially developed with a small masonry bUIlding located In the northwestern comer of
the property with asphalt pavemen~ to the bUIlding front An additional' asphalt parking area IS also
located at the southwestern corner of the property The site topography has a very gradual trend of
slope from the southwest down to the nDrtheast Site vegetation consists of scattered mature tress and
stiort grass
Proposed ,Construction
Based on our review of a conceptual sIte plan provlQed by The Paradise Development Group, lnc , we
understand that the project Will consist of the construction of a new retail stnp center approximately
14,836 square feet In plan area with associated asphalt parking The stnp ce nter Will contaIn a ban k
and three separate and unrelated retatl'busmesses _ _ ~r r- - ~,
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BGG Project No G04-578
May 03,2004
Page 2
Structural parameters and loading conditions for the bUildings have not been provided to us at thIS time
We anticipate the bUilding will be supported by shallow continuous stnp and Isolated column footings
Furthermore, we anticipate footing loads on the order of 3 to 4-klps per linear foot for continuous strip
footings and Iso[ated column loads of about 50-kips or less We expect that the bUI[dlng structure will
utilize Intenor concrete slabs on grade floors with maximum floor loads on the order of 150 to 200 psf or
less We further expect no extraordinary slab performance cntena such as very low allowable
deflection or flatness tolerances
At thiS time finished site grade for the building pad have not been provided We antlclpQ;te minor
changes In current site grades with maximum cut and fill depths of about 3 feet or less
SOIl Survey Review
According to the "Soil Survey of Plnellas County", as prepared by the U S Department of Agnculture
Natural Resource Conservation Service (formerly the SOil Conservation Service) the subject property IS
pnmanly underlain by
· Urban Land - The NRCS deSCribes thiS land type as areas that have been altered by cutting,
grading and filling for urban development Much of urban land IS covered by pavements,
streets, Industrial bUildings, shopping diStrictS, houses and other structures
SUBSURFACE EXPLORATION
F laid Exploration
Du ring 0 ur fi e Id exp lara tl on, five (5) sta nda rd penetration test (S PT) bonngs were dn lied to ap proXI mate
depths of 20 feet below grou nd su rface (bgs) with I n th e pia n ned bu lid I ng area F au r (4) a uge r bOrings
were performed and advanced to depths about 6 feet below ground surface within areas of planned
asphalt pavement The procedures used by Burcaw Geotechnical Group, [nc for field sampling and
testlng were In general accordance with ASTM procedures, Industry standards of care and established
geotechnical engineering practice
The SPT bonngs were advanced by means of truck accessible dnlllng equipment emploYing wet rotary
dnlhng techniques The standard penetration test was performed continuously In the upper ten feet and
at five-foot Intervals thereafter In each bonng The drillers collected 5011 samples uSing a split-barrel
sampler dnven by a rope and cathead hammer system In general accordance with standard
penetratIon test procedure (ASTM D1586)
The auger bormgs were advanced by mechanically rotating an approximate 4 Inch diameter,
continuous flight auger Into the subsurface sOil The cuttings brought to the surface were logged In the
field and representative sa mples obta I ned at each cha n ge I n sOil stratum The sa m pies recovered from
both our SPT and auger bonngs were placed In sealed containers and transported to our laboratory for
further evaluatIon Detailed deSCriptions of the sOils encountered dUring our field exploration are
presented on the bOring records contained In AppendIX A
A member of our staff was onslte dUring the fieldwork to locate and log the bonngs Our personnel also
performed a bnef cursory site reconnaissance, noting pertinent site and topographic features as well as
surface Indicators of soil condlttons The bonngs were located by scahng dIstances from the site plan
proVided and pacing Because of the methods used, the locations shown on the attached BOring
Location Plan should be conSIdered approximate \' ,(,' ~ ',,' ,-)
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BGG Project No G04-578
May 03, 2004
Page 3
Sod Sample Handling and Classification
The sOil samples obtained dunng our drilling operations were placed In sealed containers to retain
mOisture and returned to our laboratory The samples were further visually clasSified by a staff
geotechnIcal engineer according to the "Unified SOil ClaSSificatIon System" (ASTM D2487)
Subsurface Conditions
General Soil Profile
The co nd It I ons p resented below hlg h Ilg ht th e ma JO r su bs urface stra tlfi ca tlO ns en co untered dun ng ou r
exploration More detailed descriptions of the matenals encountered are prOVided on the attached SOil
bOring logs presented In AppendiX A It should be understood that subsurface conditions Will vary
across the site and between bonng locations Changes In subsurface strata may be more gradual than
Indicated Based on the subsurface conditions observed we have developed the follOWIng generalized
subsurface profile
o to 8
Brown to light brown, gray-brown, fine
SAND and fine SAND With trace Silt
(SP/SP-SM)
White, pale to light brown, fine SAND,
and clayey fine SAND (SPI SC)
Brown to light brown and green, fine
SAND With trace clay, clayey fine SAND
and sandy CLAY (SP-SC/SC/CL)
3 to 1 8
8 to 13
7 to 14
13 to 20
5t040
The exception to the above generalIzed profile IS our bonngs SPT 1, 3 and 4 that encountered a
surfiCIal pavement section ranging from about 7'Y.: to 2'Y.: Inches In thickness
Groundwater
G rou ndwate r was not e ncou ntered In 0 U r penetra tlO n test bo n ng s before beg Inn I ng mud rotary d nil I ng
a tad epth of 1 0 feet With the exce ptlon of au r bo n ng S PT - 2 that en cou ntered perched wate r above a
clayey sand stratum at a depth about 8 feet below ground surface (bgs) at the time of dnlllng The soli
samples recove red fro m our bonn gs below a de pth of 1 0 feet did not reveal the p resen ce of free wa ter
nor appear saturated Indicative of the groundwater level Dunng penods of rainfall groundwater may
become perched above the clayey SOlI strata encountered In our remaining bOrings at a depth about 13
feet (bgs) Groundwater levels will also fluctuate With time due to seasonal rainfall and locally heavy
preCIpitation events, therefore, future groundwater levels may be encountered at depths different from
those discussed above
The seasonal high water table IS typically encountered dUring late summer follOWing the rainY season
Several factors can affect the seasonal high groundwater level such as drainage characteristIcs of the
Salls, land surface elevation, and rehef pOInts such as lakes, rivers and swamps Based on our past
experience, the soli IndIcators exposed In our bOrings and review of the SOIJ sUl"\!-ey for PlnelJas County,
we estimate the seasonal high groundwater level may be encountered:at an approximate depth of 8
I _ ~ '
feet below current ground surface WithIn the bUildIng area .
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BGG Project No G04-578
May 03, 2004
Page 4
CONCLUSIONS
Our geotechnical englneenng evaluation of this site and our recommendations with respect to the
proposed development are based on our site observations and the field exploratory data obtained from
our bonngs We beheve that following proper site preparatron In accordance with procedures
presented In this report, the sOils at this site should adequately support the planned building on a
shallow foundation system
An eXisting single story masonry structure IS currently located In the northwestern corner of the
property We assume the eXisting bUilding will be demolished to allow construction of the planned retail
stnp center Dunng demolition care should be exercised to assure that all demolition debns and old
foundations are completely removed and properly disposed of off site EXisting utility services that are
to be abandoned should also be removed within the areas of new construction If demolition debns
and/or old utility services are left In place below new structures, future detenoratlon and collapse can
lead to undesirable distress to the newly constructed Improvements Any trenches and/or holes
resulting from removed utilities, foundations or demolition debns should be backfilled with structural fill
matenal conforming to and placed In accordance with procedures presented In the appropnate sections
of th IS re port Pa rts of the new bUild log area are cu rre ntly as phalt covered All old pavements shou Id be
stnpped prior to construction and earthwork actlvltles
We have not been provided with finished site grades at this time We anticipate minimal changes In site
grades with maximum cut and fill depths of about 3 feet or less Our bonngs generally encountered
fine sands from ground surface to depths about 8 to 13 feet below If excavated, these matenals will
prOVidE: a good source for structural fill
RECOMM EN DA liONS
Site Preparation
Site Strippmg
Before earthwork and construction actiVities begin, all eXisting asphalt demolition debns, eXisting
foundations, abandoned utility services and vegetation within the construction area should be removed
Any pockets of organiC and/or deletenous matenal should be undercut to competent sOil This process
should be observed by a representative of Burcaw Geotechnical Group, Inc to check that all demolition
debns, organic and/or deleterious matenal has been removed Any holes or depressions resulting from
the stnpplng and undercutting process should be backfilled and compacted with sOils conforming to
those discussed In the structural fill secbon of this report
Proof-Rolling / In-Place Denslflcation
FollowIng site stnppI ng and p ~]or to any fi II placement 0 r begin n I ng cons tr uctlon, proof -roll I ng / in-pia ce
denslficatlon of the ground surface with a heavy vibratory roller should be performed within the
construction area We recommend usmg a vibratory roller havIng a rated centnfugal force of at least
50,000 pounds The proof-roiling and compaction efforts should extend at least 10 feet beyond the new
construction area limits Compaction within the bUlldmg area should continue until the soils appear
relatively firm and unYielding and the salls have achieved a relative compaction of at least 95 percent of
modified Proctor maximum dry density (ASTM 0-1557) to a depth of at I~~sj ?Je:;et\below-p)resent
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BGG Project No G04-578
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Page 5
Proof-rolllngJ In-place denslficatlon efforts should be closely momtored by our englneenng technician to
observe any unusual or excessive deflection of the sOils beneath the compacting eqUipment and to
look for Indications of abandoned utilities, structures, old footmgs or demolition debns that have not
been removed If unusual or excessive deflection IS observed, then the areas should be undercut to
firm sOil and backfilled with compacted structural fill placed In maximum one-foot thick lifts Our
technician should also perform denSity testmg on the subgrade salls to check that the specified level of
compaction has been achieved
Structural Fill
Definition
SOil used for structural fill can be defined as clean fine sand containing less than twelve percent
matenal by weight tha t IS fi n e r than a number 200 sieve (f I nes) (matena I conform I ng to S P to SP -S M or
SP-SC In the Unified SOils Classification System) Our bonngs suggest that matenal meeting these
cntena IS present to depths at least 8 to 13 feet below ground surface
Placement
Structural fill With less than 12 percent fines should be placed In lifts not to exceed one foot thick
Mate n a Is With fi nes content greater tha n 12 perce nt s h 0 utd be pia ced In max I mu m 6 -Inch loose lifts
The fill matenal should be compacted to at least 95 percent of Its modified Proctor maximum dry
denSity (ASTM 0-1557) The upper i-foot below pavements should be compacted to 98 percent of
modified Proctor maximum dry denSity Confined areas, such as utility trenches, should be compacted
With manually operated VIbratory compaction equipment
Groundwater Control
Depend I ng on the tl me of year co nstru ctlO n occu rs at th IS site 9 rou ndwater may be encountered dUring
excavatlo n for dee p utili ties If req u I red, dewa te nng may be a ccom p Ilshed by either d ra I n I ng the water
to sumps which can then be pumped away from the area or by the use of sanded vacuum well pOInts
Groundwater fluctuations can occur due to vanatlons In rainfall and other site speCific factors These
vanatlons should be conSidered when planning earthwork actiVities
Finished Grades
We antiCipate minimal grade changes from those that currently eXist With maximum cut and fill depths
of 3 feet or less Finished grades should also be established that provide pOSitive drainage away from
the bUildings and site Improvements
Foundation Recommendations
Based on the subsurface data obtained from our exploratory bonngs the proposed bUildings can be
supported on a shallow foundation system provided the recommendations contained In thiS report are
closely adhered to Column footings and contmuous stnp footings can be deSigned uSing a net
allowable SOil bearing pressure of 2,500 psf assuming a footing embedment of at least 18 Inches below
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BGG Project No G04-578
May 03, 2004
Page 6
Even though computed footing dime nSlons may be less, column footings should have a minimum width
of at least 2 feet and stnp footings should be at least 18 Inches These dimensions faclhtate
densl'ficatlon and hand cleaning of foundation excavations
Because of possible disturbance from e}'cavatlon, the sOils exposed at the bottom of the foundation
excavations should be re-compacted to at least 95 percent of the sOils modified Proctor maximum dry
density pnor to the placement of reinforcing steel and concrete The compactton should be ch ecked
pnor to the placement of reinforcing steel
Floor Slab Recommendations
We have assumed that no unusual floor loads will be applied to the floor slabs due to vibration, Impact
or high Intensity contact pressures A modulus of subgrade reaction of 200 pounds per cubic Inch may
be used for floor slab deSign purposes If the slab IS placed on structural fill or in-Situ salls that conform
to cnterla presented In the structural fill section of thIs report and that are prepared and denslfied In
accordance with the recommendations presented In this report The modulus of subgrade reaction IS
based on the assumption that the sOlI beneath the slab will achieve a Llmerock Beanng RatiO (LBR)
value of at least 15 The subgade should also be covered with an effectIVe vapor barner to reduce the
pOSSIbility of slab dampness
Flexible Pavement Recommendations
We have not been provided with traffic dlstnbutlon or frequency at this time The following pavement
sections are based on traffic patterns that we believe are consistent with sImilar developments and site
conultlons, assuming a 20-year pavement and 18-klp equivalent axel loads of 100,000 or less for hght
duty pavements (parkmg areas) and 200,000 or less for heavy duty pavements (truck traffic areas)
We have also assumed a coefficient of terminal serviceability equal to 20 and that penodlc
maintenance Will be reqUired The follOWing sections are also based on proper compaction of the
subgrade solis to achieve a relative compactIon of at least 98 percent of modified Proctor maximum dry
denSity based on ASTM 0- 1557
"
Surface Course
Type 8-1 or S-3 Asphaltic Concrete wIth minimum Marshall
stabIlity of 1500 lbs Compacted to at least 95 percent of the
maximum laborato Marshall densl
Base Course
Llmerock haVing a minimum LBR of 100 and compacted to at
least 98 percent of ItS modified Proctor maximum dry denSity
ASTM 0-1557
1 5
20
6
8
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Subbase
A minimum LBR of 40 and compacted to at least 98 percent
of the modified Proctor maximum dry denSity (ASTM 0-
1557
8
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May 03, 2004
Page 7
The light duty pavement section Indicated above assumes virtually no heavy truck traffic If the
pavements are to be subjected to regular truck traffic then the heavy duty section should be used The
above pavement sections were developed uSing design gUldehnes published by the Flonda
Department of Transportation, DIVision of Road Operations Methods and matenals used for pavement
construction should also conform to applicable sections of the most recent edition of the Flonda
Department of Transportation Standard Speclficatlons for Road and Bndge Construction We further
recommend that LBR testing be performed on the subgrade salls pnor to bidding the project to
establish an LBR value and to determme the level of stabilization required, If any
TESTING AND MONITORING
Construction testmg and monitoring are essential to proper site construction and performance
Observation and testmg of site preparation and earthwork activities IS an Integral part of the
engmeenng recommendations contained In thiS report Having Burcaw Geotechnical Group provide
the construction matenals testing and Inspection services provides continuity and Increases the
probability that our recommendations will be properly Implemented
LIMITATIONS
ThiS report has been prepared for the exclUSive use of The Paradise Development Group, lnc and
their designers, for the specific application to the project previously discussed Our conclusions and
recommendations have been rendered uSing generally accepted standards of geotechnical
englneenng geology practice In the state of Flonda No other warranty IS expressed or Implied
Our conclusions and recommendations are based on the design Information furnished to us, the data
obtamed from the previously descnbed subsurface exploration, and our expenence They do not
reflect vanatlons In the subsurface conditions that are likely to eXist In the region of our bonngs and In
unexplored areas of the site These vanatlons are due to the Inherent vanabllity of the subsurface
conditions In thiS geologic region Should variations become apparent dUring 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 hmestone bedrock that IS susceptible to diSsolution and the subsequent
development of karst features such as vOids and smkholes In the natural sOil overburden Construction
In a sinkhole prone area IS therefore accompanied by some risk that Internal sOil erosion and ground
subSidence could affect new structures m the future It IS not possible to mvestlgate or design to
completely ellmmate 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 I nvestlgatlons for the
possible presence of hazardous or tOXIC matenals In the sOil, groundwater or surface water wlthm or In
the general VICInity of the site studied
If changes are made in the overall design or the location of the proposed facilities. or If the
finish grades differ from those discussed herein, the recommendations presented in thiS report
must not be considered valid unless the changes are reviewed by our firm and
recommendations modified or verified in writing. We should be given the opportunity to review the
foundation plan, grading plan and the apphcable portions of the project specifications when the desIgn
IS finalized ThiS review Will allow us to check whether these documents are consistent with the Intent
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BGG Project No G04-578
May 03, 2004
Page 8
CLOSING
Burcaw Geotechmcal Group Inc (BGG) appreciates the opportunity to be of service to The Paradise
Development Group, Inc by providing these geotechnical consulting servIces and we look forward to
assisting you through project completion If you have any questlons concerning thIs report, please do
not hesitate to contact the undersigned
Sincerely,
Burcaw Geotechnical Group, Inc.
~~~n:
J ser Barcelo
taff Geotechnical Engineer
~ ~ ~ -< S'!~~4
George J tanchak, P E
Geotechnlc Department Manager
Fla Registration No 58390
Attachments Bonng Location Plan (Plate 1)
Groundwater Data (Table 1)
ASFE Information
Appendices
AppendiX A
Logs of sOli bonngs! hand auger bonngs
AppendiX B
Key to sOil classification
cc Mathew Campo, P E - Burcaw & Associates, Inc
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Page 8
TABLE 1
Clearwater Retail Strip Center
Pine lias County, Florida
BGG Project No. G04-578
Groundwater Data
Approximate Depth to GWT Depth Bgs* to Estimated Seasonal High
BOring No Ground Elevation Below Grade (feet) Water Table
(at time of drlllmg) (ESHWT) (feet)
SPT1 unknown NE 8
SPT2 unknown 8 8
SPT3 unknown NE 8
SPT4 unknown NE 8
SPT5 unknown NE 8
HA-1 unknown NE 8
HA-2 unknown NE 8
HA-3 unknown NE 8
HA-4 unknown NE 8
Bgs - Below ground surface
N E - Not Encountered
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r.... '""" J __1 'I )1 I'
G,:~Pl~~.h"lGill ,'~er~iceS~A~e" Pel!rOnmed.,or ,
SQQ'cific"Purpo,ses,' Persons; land'-p;rojects
Gegtechnlcal engineers structurerthelr $l;rYlces to meet the spe
cifle needs of ' theIr chents A geotechnical engineering study con
dueled for a civil engineer may not fulfill the needs of a construc.
tlon contractor or even another clyll^engll1eer Because ~,a~h)geot-
~""'~:-.. .... .... 1.. ~-I- '1[ ~~' ~ ~1"'<- ...,.J ~.... ....lli'jJ~ ~ .....7 If'.........t... ~ ...."-v-".r"'<,. ....
echl1lcal"englneenng {itudy ,IS~~nlq@, ~gCD g~qt~thnlCql ,engl-
l. .1' ... ~ .......,.....;; ~ 1 ~ 10.. 1 I)'....) \ f j "'~)j
neerh1g report' Is unique, prepared solely fqr the chent < No one
except you should rely on your geotechnical englD~erlng report
wfthout first confernng with the geoteqhJ;llcal engIneer whq pre
pared It And no one-not,even yOu-should"apply the report for
any purpose or project except the one orlglnally contemplated
~ '
A, G~otechnical Engineer.ing ,Report Is Based on
A Unique-Set 01 Pr.oject"Specltlc.factors
Geotechnical engIneers consider a number of unlqu~, pr9Ject-spe-
Clfic factors when establishing the scope of a study Typlcal factors
Include the client's goals, objectives, and risk management pref.
erences, the general n<;lture of the structure Involved, Its Size, and
configuratIon, the location of the strueture on the site; ~n~~ other
p!~nned or eXIsting sltl; Improv~ments" sucQ, as access roads,
parking lots, and underground utllltles Unless the geotechnical
en@neer who conducted the study speCifically indIcates other-
Wise, do not reiy on a g~otechnical engineering report that was
. not prepared for you,
. not prepared for your project,
. not prepared for the speCifiC '>Ite explored, or
. completed before Important project changes were made
TYPIcal changes that can erode the rellaplllty,of an eXisting
geotechnical engineering report Include those that affect
. the function of the proposed structure, as when
It'S changed from a parkmg garage to an office
building, or from a light industrial plant to a
refrigerated warehouse,
. elevation, configuration, locatIon, onentatlon, or
weight 9f the proposed structure,
. composition of the deSign team, or
. project ownership
As a general rule, always Inform your geotechnical engineer
of project chan~rs:v~~ minor ~m,~s---;aM, r~qUf;!8t an
assessment of their-Impact Geotechnical engmeers cannot
accept responSibility or liability for problems that occur
beea'use their reports do not conSider developments of which
they were not mformed
Subsurface Conditions Can Change
A geotechnical engineering report Is based on conditions that
eXisted at the time the study was performed Do not rely on a
geotechnical englneermg report whose adequacy may have
bee n affected by' the pass'age of time,' by:' ma'l1-rnade events,
such as construction on or adjacent to the site: or by natural
events, such as floods, earthquakes, or groundwater fluctua.
lions, Always contact the geotechnIcal engineer before apply-
ing the report to determine If It IS still rei/able A minor amount
of additional testing or analysIs could prevent major problems
Most Geotechnical Findings Are
, Ppol~ssiQnal "Opinions
Site exploration Identifies subsurface cond/trons only at those
POints where subsurface tests are conducted or samples are
taken Geotechnical engineers review field and laboratory data
and then app'lytnelr professional Judgment to render an opinIOn
"about subsurface conditions throughout the site Actual sub-
,surfl1lce condItions may dlffer-sometlmes Significantly-from
-those Indicated In your report Retaining the geotechnical engi-
neer who developed your report to provlQ€' construction obser-
~ /" r-- f- r I t \
vatlon IS the mostleffectlve method of managlng:the risks asser
, L~~-~
olated With unanticipated conditions oJ
~4AY ? f~ LUUl'f
t '~
.... ~.... ~
..... -.,.,~ ::-.,r-""- r u.
(
, .
)
"
APPENDIX A
Logs of Soil Borings
Clearwater Retail Stop Center
Clearwater, Pmellas County, Florida
BGG Job No G04-578
May J, 2004
[ "" '--^l r , r----o ~"\ r - ~- ...-)
J I -- I I I J
'> \ - I
t \, -, -, - _ ~.J - "
MAY ? h lUULI
__-...r ,.......
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l l
'\.. ". ,___r-'" ,- J
G ~ t ~ ~ ~. -l ,.1 _ & w..
-"'r...........
,
.,
"t:;Y TO SYMBOLS
Symbol Description
Strata symbols
. Asphalt and Limerock base
materials
D Poorly graded sand
I r) II poorly graded sand
"j ,1 with silt
"L
~ Clayey sand
~ Low plasticity
clay
,/// Poorly graded sand
/'//
Y(/' with clay
Misc. Symbols
~
Water table during
drilling
~
Water table at
boring completion
Soil Samplers
~ Standard penetration test
Notes:
1. Exploratory penetration test borings
mud rotary drilling techniques and a
sampler driven by a 140 Ibs. hammer.
were drilled on 04.23.04 using
2-inch diameter Split barrel
2. The boring locations
conceptual site plan
r "" r 1 /~ ;--;- r ,r- - 'I
r ,~ _ ~ t\- '- ~ ~ )
indicated are approximate and based on the
provided.
~1ay ? h LUU,
3. These logs are subject to the limitations,
recommendations conta1ned in th1S report.
cone 1 us i ons(,,: and:. ''--
L .. M1 \ft !
4. Subsurface conditions can vary beween boring locations and in unexplored
areas of the site.
- DRilL HOLE LOG Project No G04-578
BORING NO.: S-PT-1 Date 04 23 04
Geotechrucal Group ProJect: Clearwater Retall Stnp Center
Incorporated Chent The Paradise Development Group, rnc
Location Clearwater, PlOellas County, Flonda Elevation Unknown
Driller; Burcaw GeoteGhmcal Group, Inc Logged By JBR
Drill Rig; Simco
Depth to Water> Initial * NE* At Completion ~ . NE*
.c II) UJ Sample Standard PenetratIon Test
0- ,,:8 u DescnptlOn 4> Penetratlor! Resistance
<Il <II~ U) ~ No Blows N
[) <II :J 10 20 30 40 60 80
-0 I 5 Inches of asphalt over 6 Inches I1merock base , 30
SP 1 10 16
matenal 6 /
-r--r-n--.- iSP-SM \MedlUm-dense, gray-brown, fine SAND - 3 ../'
' '" I Loose, dark brown, fine SAND with trace Silt and , 2
rltl r 2 3 5 '\
" I If'
- c+,>.."'-'--" maJOr orgamc stammg
SP Loose, brown, fine SAND , 3 \
-5 3 3 7
4
f- , 2
r-- 4 3 7
4 '"
- medIum-dense, whIte , 4 ""
- 5 6 14
8
f-10
- -
~ , 7 -
- SC MedIUm-dense, brown, clayey fine SAND
6 7 14
7 \
-15 W \
W \
- ~
\
W grades to green with trace shell , 3 - \
~ 7 14 28 .
-20 14
TermmatlOo of Bonng
-
-25
r~' ~ -0
- " -' ---=
~, ~'t 9 (~ LUU4
-30
l r ,- '-r
. . _ ~ J
r"-'" 1)
..-' ~ ~ J , - - - - _. "'I.
I-- 35
>I< Groundwater not encountered before begmmg rotary wash drilling at a depth of 1 0 feet
This InformatIon pertains only to this boring and should not be Interpreted as being IIldlClllve of the site
,,~~
FIgure 1
PAGE 1 of 1
- DRILL HOLE LOG PrOject No.. G04-578
BORING NO.: SPT-2 Date 04 23 04
Geotechmcal Group Project Clearwater Retall Strip Center
Incorporated Client The ParadIse Development Group, Inc
Location Clearwater, Pmellas County, Flonda Elevation Unknown
Dnller. BU/caw Geote"hmcaI Group, Ioc Logged By JBR
Dnll Rig Simco
Depth to Water> Initial ~ . 80' At Completion ~ 80'
:6 ... Ul Sample Standard Penetration Test
_0
a. -,Q 0 Description " PenetratIOn Resistance
<ll g~ Ul
0 ::> g; No Blows N
'" I- 10 20 30 40 60 80
-0 - SP ,
MedIUm-dense, gray-brown, fine SAND 4
1 9 18 /
9
loose , 3 V
2 4 9
5
grades to I1ght brown With mmOl stalmng , 4
-5 3 4 9
5
grades to pale brown , 5
4 4 9
- 5
- ~ SC Loose, I1ght brown, clayey fine SAND , 3
5 3 7
,~ 4
-10 m - - \
7~ \
~/
- 0
~ CL Stiff, green, sandy CLA Y , 5 ~
>--
6 5 11 ,
r-15 ~ 6
>-- "
'\
f.-- ~
f.-- '"
~ hard , 18 ~ "\
I-
7 18 40
~20 22
TennmatlOn ofBonng
-
-25
~ 'r--;r,-~r' [r"J~
\.. \ _1 L \ , l /
- ~_ _....l-.J V CJL
- MAY ? h LUU~
c-30 r~f"""~''''' , ...-r r..- -r~.r~-
~ :J ...,J _ ... \. .[ _ ,__ ,> U
r r ,r - , ..
C~~l ({ \1 ... 'wI.,.... ..t t .. 'to
-
-35
This Informatlon pertains only to this boring and should not be Interpreted as being Indlclllve of the site
"",~&
FIgure 2
PAGE 1 of 1
<if""
- DRILL HOLE LOG PrOject No G04-578
BORING NO.' SPT-3 Date. 04 23 04
Gcotechmc..l Group Project Clear'Water Retail Stnp Center
Incorporated Chent The Paradl~e Development Group, Ine
Location Clearwater, PlOellas County, Flonda Elevation Unknown
Driller. Burcaw Geotechnical Group, loc Logged By JBR
Dnll Rig: Simco
Depth to Water> Imtlal .g . NE* At Completion ~ NE*
.s: '" (/) Sample Standard Penetrallon Test
is. =2 () DescriptIOn '" Penetration ResIStance
III ~~ U) c.. No Blows N
0 =:l >-
<I) I- 10 20 30 40 60 80
-0 ~ - -V 5 mehes of asphalt over 3 mches I1merock base , 4
SP 1 5 10
matenal 5 /
- MedIUm-dense, brown, fine SAND , 2 1
- loose 2 3 6 -
3
- I1ght hrown With mmor orange stalOmg , 2 -
-5 3 2 5
3
I- grade" to white , 3 \
4 4 9
I- 5
1\
- medIUm-dense , 6 \
5 6 13
7 "\
-10 \
\
\
~ - \
SC MedIUm-dense, light brown, clayey fine SAND , 10
6 10 20
-15 10
m /
;/ /r5 /
~~
- ~ /
- /
- ~ CL Fmn, green, sandy CLAY , 3
7 3 7 T
t--- 20 4
Termmation ofBonng
-
l-
I-
I-- -
-25 [ ";\ r- -,,.... " r - r \ (r - f-
,,-' -\ - ' ~
\ r l_ __ L \. L __.. );
-
~~i t! Y ~K L U ll-/ -
-30 r p (>.""p"-o~ r-- r " . r- [rr'f ,-
t L\. \.. - , L \.,1.-...... r... I \. ~ ,
(""l \ft ( r c' r f\ r '\ f p,. , '-, \
, ~) rl, ...L \.\. \.. II ~ l. '"
1
-35
.... GrOlmdwater not encountered before begmmg rotary wash drlllmg at a depth of J 0 feel
This Information pertains only to this boring and should not be Interpreted as being mdlcltlve of the site
Figure 3
PAGE 1 of 1
- "'~
DRILL HOLE lOG PrOject No' 004-578
BORING NO.: SPT-4 Date 04 23 04
Geotechmcal Group ProJect. Clearwater Retail Stnp Center
Incorporated Chent. The Paradise Development Group, foc
Location Clearwater, Pll1ellas County, Flonda Elevation Unknown
Qrlller' Burcaw Geotechmcal Group, lnc Logged By lBR
Dnll Rig. SUIlCO
Depth to Water> Imtlal ~ NE* At Completion ~ . NE*
0> (j) Sample Standard Penetration Test
-6 _0
a. -n (j DeSCriptIOn "' PenetratIOn ResIstance
~ ,g~ (J) Co No Blows N
0 U) :::) ?: 10 20 30 40 60 80
-0 - \~ 5 mches asphalt over 2 mches hmerock base ~ 12
Sp
- matenal 1 6 12 /"
6
MedIUm-dense, brown, fine SAND , 2 /
loose, tan 2 2 5
3 ,
grades to pale brown , 2
1--5 3 3 6
3 '\
with mmor orange stammg , 3 \
4 4 8
f- \
4
f- medIUm-dense, whIte , 5
5 6 11 "-
5 '\
t-.-10 ,
I- \
\
- \
r;rTr SP-SC , 6 -
-',,-' MedIUm-dense, ltght brown, fine SAND WIth trace 6 7 14 ,
1'-'/ clay
-15 ,,"/ 7
),1-' /
//,,<
/((' I
,II'./'
,1,1/
-'I'I'
~ , 3 - /
CL FIrm, light green, sandy CLAY
7 3 7 .
-20 4
TenmnatlOn of Bonng
-
-25
r ~I --:r;, r- 'r" r-'D
' \..: -' 1 ~ - - I, / I 'J J
-..., .... ~~ ....... 1.1 .J L ----=:J L
-
-30 ~l,lIY 9 h Lutrt
- F:: f ~
- , - ref
f- L.. -
, \ - J
- . , ,~ .
-35
.. Groundwater not encountered before begmmg rotary wash drlllmg at a depth of / 0 fert
This InformatJon perlalns only to thlli bormg and should not be Interpreted as being Indh.lbve of the site
..."
Figure 4
PAGE 1 of 1
- DRILL HOLE LOG PrOject No G04-578
BORING NO , SPT-5 Date 04 23 04
Geotec.hrucal Group Project Clearwater Retatl Stnp Center
Incorporated Chent The ParadIse Development Group, Inc
Location Clearwater, Plllellas County, Flonda ElevatIOn Unknown
Driller Bureaw Geotechmcal Group, lne Logged By lBR
Dnll RIg Sunco
Depth to Water> Initial ~ : NE* At Completion ~ NE"
J:: '" (f) Sample Standard Penetration Test
'=2
<i $[ u Descnptlon '" Penetration Resistance
lJ) (f) 0. No Blows N
0 :J :>,
(f) I- 10 20 30 40 60 80
-0 n SP Loose, gray-brown, fine SAND wIth mInor , 2
1 2 5
stammg 3 J
l- very loose, tan , 2 j
I- 2 2 3
1 -\
I- medIUm-dense, I1ghl brown with mmor orange , 4 '\
-5 3 4 10
stammg 6
f- loose, white wIth millQr brown stammg , 3
4 4 9
5
, 4
5 4 9
5
-10
I
I
~ SP-SC Loose, lIght brown, fme SAND wIth trace clay , 2 -
I- ~~"''' 6 2 5 ~
"""
t----- 15 "J'J' " 3
,1,1"
c- //v'
'" / / /"
,J'/
1,,1/ \
~///
~ SC Loose, green-brown, clayey fme SAND , 3 -
7 3 8 .
~20 5
TernllnatlOn of B Dong
l-
I-
~25
'C-
l- f ';'r-~(, r
r \" rr r-:i
I- ~' \ I I 1
- ~ \L L_~~ .J
'-30
r- MfW ;;1-{ L U I.l'I
r- f-l' / r-,.", 111"1(" ~<F r r . . r r -
L \0 ~ ....... L '\ ~ l
, ,
{ L L" \ j.... C ,
l- e ,
,
, , , -
t- 35
'" Groundwater not encountered before begmmg rotary wash dnllmg at a depth of 10 feet
This Informahon pertains only to this bOring and should not be Interpreted as being Indlcltlve of the site
91'
Figure 5
PAGE 1 of 1
...
AUGER BORING LOGS
BuG Prolect No. G04.578
AUQer BOrlnQs performed 042304
AB~1
Depth (fU
0-3~
3~-5
5-6
6
SOil Description
Brown, fine SAND (SP) with trace rootlets and stalnmg
Tan, fine SAND (SP)
Light brown, fine SAND (SP)
BOring terminated
Groundwater was not encountered at completion of bonng
AB-2
Depth (ft )
o - 31h"
3112" - 2112
2112 - 4
4 - 5112
5112 - 6
6
SOil Description
% Inch asphalt over 3 Inch llmerock base
Brown, fine SAND (SP)
Gray-brown, fine SAND (SP)
Tan, fine SAND (SP)
Light tan, fine SAND (SP) with trace orange stamlng
BOring terminated
Groundwater was not encountered at completIon of bOring
AB~3
Depth (ft )
0-2
2~3~
3112 - 5
5-6
6
SOIl Description
Dark brown, fine SAND (SP-SM) with trace silt and rootlets
GraYIsh-brown, fine SAND (SP)
Tan, fine SAND (SP)
LIght brown, flOe SAND (SP)
BOring terminated
Groundwater was not encountered at completion of bOring
AB.4
Depth (ft )
o - 2112
21f2 - 5
5-6
6
SOil DeSCription
Brown, flOe SAND (SP) wIth trace rootlets
Light brown, fine SAND (SP)
Pale brown, fine SAND (SP)
BOring terminated
Groundwater was not encountered at completion of bOring
r ~r-C;[~J\f[~n}
May ~) h L lJUi
r " r "
\ l I ~ : [.
( l L \ ~ I \ I loL ~ I \.J I ~ l t i ~ 1
APPENDIX 8
Key to Soil Classification
r "' r--' r" r- r r rr--T-,
t" \ r- I' lj
\... 1 ~ - L.. \.. L - l /
MAY ? R LUlI'i
rr f ^ r' ,,- ^ , r r- - - ~ - -, - ,. -
, I
.... i '- ,.. ~
( l) \ I (...1 f'" '\ I
( .. l \.,
Clearwater Retail Strip Center
ClealWater, Pmellas County, Flonda
BGG Job No G04-578
May 3, 2004
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Keith Zayac & Associates" Inc.
CIVIl Engrneenng, Landscape Arclutecture, Planning
70 I Enterpnse Rd E, SUite 404
Safety Harbor, FL 34695
(727) 793-9888 Phone
(727) 793-9855 Fax
kelth@)celthzayac com
Ft. Harrison Retail
Clearwater, Florida
Storm Water System Report
Orlgmal Issue May 25,2004
Revised July 15, 2004
OBSOLETE
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
...
.. or.J ~
"- ~ .
INDEX
Calcu latio ns . . ill . . ~ .. 11II . ... . .. . . . . . .. . . . . . . . ., . . . . . . . . . . . . II: . 11II III ...... 1...3
Drawdown Analys is .................................. u.. 4
Drainage Basin Maps........................... ..... .... 5-6
Geotechnical Investigation Report
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
I \Paradlse\Fort Hamson\Documents\5tormwater Report\lndex 2_ doc
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REPORT OF
GEOTECHNICAL EXPLORATION
CLEARWATER RETAIL STRIP CENTER
Clearwater: Pinellas County; Florida
pr;epared for
THE PARADISE DEVELOPMENT GROUP; INC
2901 Rigsby Lane
Safety Harbor, Florida 34695
prepared by
BURCAV\f GEOTECHNICAL GROUP,INC.
,6402 W Linebaugh Avenue
SUIte A '
lampa, Flonda 33625
(813) 818-4606
BGG JOB NO G04-578
May 3, 2004
Geotechmcal Group
lneorpora teJ
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Incorporated
· Geotechnical Engmeering · Construction MaterIals Testing ·
May 03,2004
Mr Bob Brett
The Paradis'e Development Group, Inc.
2901 Rigsby Lane
Safety Harbor, Flonda 34695
RE: Report of Geotechnical Exploration
Clearwater Retail Strip Center
Clearwaterl Plnellas County, Florida
BGG Project No.: G04-578
Dear Mr Brett
BurcawGeotechn;cel Group, Inc. (BGG) has completed tile geot~chmcal,subsutface exploration for
the above,noted project We provided our services m general aCcordance with our proposal ,number
GP04-624, dated Apn112, 2004 The purpose of our exploration was to explore the subsurface sOil
and groundwater conditions at the site of the proposed new retail stnp center and provide
recommendations for earthwork, foundations and pavement design for the n'ew CQl)structlon ThiS
report summanzes our field exploratIon and presents our findings, co'ncluslons and geotechnical
englneenng recommendations pertaining to the planned development
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PROJECT INFORMATION
Existing Site
The planne~ bUilding' site IS generally an "L" shaped parce( located at the northeast comer of the
intersection of South Fort Hamson Avenue and Turner Street, in Clearwater, Plnellas County, Flonda
The property IS fronted by South Fort Harnson Ave to the west with retail development beyond The
property is further bordered by Turner Streefto the south, Rogers Street to the north and reSldential
development to the east
The property [s partially developed With a small masonry building located In the northwestem comer of
the property With asphalt pavement to the bUildIng front An additional' asphalt parking area IS also
located at the southwestern corner of the property The srte topography has a very gradual trend of
slope from the southwest down to the northeast Site vegetation consists of scattered mature tress and
snort grass
Proposed Construction
Based on our review of a conceptual SIte plan provl~ed by The Paradise Development Group, Inc , we
understand that the project Will consist of the construction of a new retail stnp center approximately
14,836 square feet 10 plan area WIth associated asphalt parkIng The stnp center Will contain a bank
and three separate and unrelated retall busmesses
I
6402 W Lmebaugh Ave, Suite A
Tampa, FL 33625
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Phone I 8138184606
Fax 1813891 6686
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Structural pa ra meters a nd load In9 cond Itlon s for the butldlngs have not been provided to us at this time
We anticipate the bUilding will be supported by shallow continuous strip and Isolated column footings
Furthermore, we anticipate footing loads on the order of 3 to 4-klps per hnear foot for continuous strip
footings and Isolated column loads of about 50-kips or less We expect that the bUIlding structure will
utilize Inte n or co ncrete slabs 0 n grad e floo rs with maxI mu m floo r loads on the order of 150 to 200 psf or
less We further expect no extraordinary slab performance crltena such as very low allowable
deflection or flatness tolerances
~arwater Retail Strip Center
BGG Project No G04-578
May 03, 2004
Page 2
At this tIme finished site grade for the bUilding pad have not been provided We antlclp9te minor
changes In current site grades with maximum cut and fill depths of about 3 feet or less
Soil Survey Review
Accordmg to the "Soil Survey of Plnellas County", as prepared by the US Department of Agnculture
Natural Resource Con se rva tlon Service (formerly the S oJ! Conservation Service) the su bJect property IS
pnmarlly underlain by
· Urban Land - The NRCS descnbes this land type as areas that have been altered by cuttIng,
grading and filling for urban development Much of urban land IS covered by pavements,
streets, mdustnal bUildings, shopping dlstncts, houses and other structures
SUBSURFACE EXPLORATION
Field Exploration
Dunng our field exploration, five (5) standard penetration test (SPT) bOrings were dnlled to approximate
depths of 20 feet below ground surface (bgs) wlthm the planned bUlldmg area Four (4) auger bonngs
were performed and advanced to depths about 6 feet below ground surface within areas of planned
asphalt pavement The procedures used by Burcaw Geotechnical Group, Inc for field sampling and
testing were In general accordance with ASTM procedures, Industry standards of care and established
geotechnical englneenng practtce
The SPT bonngs were advanced by means of truck accessible dnlllng equipment emploYIng wet rotary
dn III ng tech n Iq ues The sta nd a rd pe netratlon test wa s performed conti nuous Iy I n the upper ten feet and
at five-foot Intervals thereafter In each bonng The dnllers collected SOIl samples usmg a split-barrel
sampler dnven by a rope and cathead hammer system In general accordance with standard
penetration test procedure (ASTM 01586)
The auger bonngs were advanced by mechanically rotating an approximate 4 Inch diameter,
contmuous fhght auger Into the subsurface SOli The cuttings brought to the surface were logged In the
field and representative samples obtained at each change In SOli stratum The samples recovered from
both our SPT and auger bOrings were placed In sealed containers and transported to our laboratory for
further evaluation Detailed deSCriptions of the SOils encountered dUring our field exploration are
presented on the bonng records contained IfI AppendIx A
A member of au r staff was ons Ite dUring the fieldwork to locate and log the bOrings Our personne I a Iso
performed a bnef cursory site reconnaissance, nobng pertinent site and topographic features as well as
surface Indicators of soil conditions The bonngs were located by scahng distances from the site plan
provided and pacing Because of the methods used, the locations shown on the attached Bonng
Location Plan should be considered approximate
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The sOil samples obtained dunng our dnlllng operations were placed In sealed containers to retain
mOisture and returned to our laboratory The samples were further vIsually classified by a staff
geotechnical engineer according to the "Umfied SOIl Classification System" (ASTM 02487)
Jarwater RetaIl Strip Center
BGG Project No G04-578
May 03, 2004
Page 3
Subsurface Conditions
General Soil Profile
The cond ItlO ns presented below high Ilg ht the major su bs urface stratlfica tlons encou nte red dun ng au r
exploration More detailed descnptlons of the matenals encountered are provided on the attached soli
bonng logs presented In AppendiX A It should be understood that subsurface conditions will vary
across the sIte and between bonng locatIons Changes In subsurface strata may be more gradual than
Indicated Based on the subsurface conditions observed we have developed the follOWing generalized
subsurface profile
o to 8
Brown to light brown, gray-brown, fine
SAND and fine SAND with trace slit
(SP/SP-SM)
WhIte, pale to light brown, fine SAND,
and clayey fine SAND (SPI SC)
Brown to light brown and green, fine
SAND with trace clay, clayey fine SAND
and sandy CLAY (SP-SC/SC/CL)
3 to 1 8
8 to 13
7 to 14
13 to 20
5 to 40
The exception to the above generalized profile IS our bonngs SPT 1, 3 and 4 that encountered a
surfiCial pavement section ranging from about 7'Y2 to 2'Y2 Inches In thickness
Groundwater
Groundwater was not encountered In our penetration test bonngs before beginning mud rotary dnlllng
at a depth of 10 feet with the exception of our bonng SPT -2 that encountered perched water above a
clayey sand stratum at a depth about 8 feet below ground surface (bgs) at the time of dnlling The sOil
samples recovered from our bonngs below a depth of 10 feet did not reveal the presence of free water
nor appear saturated mdlcatlve of the groundwater level Dunng penods of rainfall groundwater may
become perched above the clayey sOil strata encountered In our remaining bonngs at a depth about 13
feet (bgs) Groundwater levels Will also fluctuate with time due to seasonal rainfall and locally heavy
precipitation events, therefore, future groundwater levels may be encountered at depths different from
those discussed above
The seasonal high water table IS typically encountered dunng late summer follOWing the ramy season
Several factors can affect the seasonal high groundwater level such as dramage charactensbcs of the
sOils, land surface elevation, and relief pOints such as lakes, fivers and swamps Based on our past
expenence, the sOil IndIcators exposed In our bonngs and review of the sOLI survey for Plnellas County,
we estimate the seasonal high groundwater level may be encountered at an approximate depth of 8
feet below current ground surface withIn the bUilding area
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ONCLUSIONS
/
.earwater Retarl StrIp Center
BGG PrOject No G04.578
May 03, 2004
Page 4
Our geotechnical engineering evaluatron of this site and our recommendations with respect to the
proposed development are based on our site observations and the field exploratory data obtained from
our bonngs We believe that follOWing proper site preparation In accordance with procedures
presented In this report, the sOils at this site should adequately support the planned bUlldmg on a
shallow foundation system
An eXisting Single story masonry structure IS currently located m the northwestern corner of the
property We ass urne the eXlstl ng bUild I ng Will be demollshed to allow construction of the pia nned retail
strip center Dunng demolition care should be exerCised to assure that all demolition debriS and old
foundations are completely removed and properly disposed of off site EXisting utility services that are
to be abandoned should also be removed Within the areas of new construction If demolition debriS
and/or old utility services are left In place below new structures, future deterioration and collapse can
lead to undeSirable distress to the newly constructed Improvements Any trenches and/or holes
resultIng from removed utilities, foundations or demolition debriS should be backfilled With structural fill
matenal conforming to and placed In accordance With procedures presented In the appropnate sections
of thIs report Parts of the new bUilding area are currently asphalt covered All old pavements should be
stripped prior to construction and earthwork actiVitIes
We have not been prOVided With finished site grades at thiS time We an tlclpate minimal changes In site
grades With maximum cut and fill depths of about 3 feet or less Our bonngs generally encountered
fine sands from ground surface to depths about 8 to 13 feet below If excavated, these matenals Will
proVide a good source for structural fill
RECOMMENDATIONS
Site Preparation
SIte Strippmg
Before earthwork and construction actiVities begm, all eXisting asphalt demohtlon debns, eXIsting
foundations, abandoned utility services and vegetation Within the construction area should be removed
Any pockets of organic and/or deletenous matenal should be undercut to competent SOil ThiS process
should be observed by a representative of Burcaw Geotechnical Group, Inc to check thatall demolition
de bns, orga n IC and/or deletenous matenal ha s been removed Any holes or depreSSIon s resu Ibng from
the stnpplng and undercutting process should be backfilled and compacted With SOils conforming to
those discussed In the structural fill section of thiS report
Proof.RoJling / In-Place Densification
Following site stn pplng and pnor to any fi II place ment 0 r begin n Ing constr uctron, proof -ro III ng / In-place
denslficabon of the ground surface WIth a heavy VIbratory roller should be performed Within the
construction area We recommend usmg a Vibratory roller haVing a rated centnfugal force of at least
50,000 pounds The proof-roiling and compaction efforts should extend at least 10 feet beyond the new
construction area limits Compaction Within the bUilding area should continue unttl the SOlis appear
relatively firm and unYielding and the SOils have achieved a relatIVe compaction of at least 95 percent of
modified Proctor maximum dry denSity (ASTM 0-1557) to a depth of at least 2 feet below present
ground surface
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Proof-ro II Ingl In-place denslficatlon efforts should be closely mOnitored by ourenglneenng technician to
observe any unusual or excessive deflection of the salls beneath the compacting equIpment and to
100:< for indicatIons of abandoned utilities, structures, old footings or demolitIon debriS that have not
been removed If unusual or excessive deflection IS observed, then the areas should be undercut to
firm sOil and backfilled with compacted structural fill placed In maximum one -foot thick lifts Our
techmclan should also perform density testing on the subgrade salls to check that the specified level of
compaction has been achieved
~arwater Retail Strip Center
BGG Project No G04-578
May 03,2004
Page 5
Structural Fill
Definition
8011 used for structural fill can be pefined as clean fine sand containing less than twelve percent
ma terra I by weight that IS finer th a n a number 200 sieve (fines) (ma terra I co nforml ng to 8 P to 8P ~S M or
SP-SC In the Unified SOlIs Classification System) Our borrngs suggest that materral meeting these
crrterra IS present to depths at least 8 to 13 feet below ground surface
Placement
Structural fill with less than 12 percent fines should be placed In hfts not to exceed one foot thick
Matenals with fines content greater than 12 percent should be placed In maximum 6-lnch loose Irfts
The fill matenal should be compacted to at least 95 percent of ItS modified Proctor maximum dry
density (ASTM 0-1557) The upper 1-foot below pavements should be compacted to 98 percent of
modified Proctor maximum dry density Confined areas, such as utIlity trenches, should be compacted
with manually operated Vibratory compaction equipment
Groundwater Control
Depending on the tlme of year construction occurs at thiS site groundwater may be encountered durrng
excavatIon for deep utilities If reqUired, dewaterrng may be accomplished by either draining the water
to sumps which can then be pumped away from the area or by the use of sanded vacuum wen pOints
Groundwater fluctuations can occur due to variations In rainfall and other site specific factors These
varratlons should be considered when planning earthwork actIVItIes
Finished Grades
We antIcipate mlOlmal grade changes from those that currently eXist with maximum cut and fill depths
of 3 feet or less FinIshed grades should also be established that proVide positive drainage away from
the bUildings and site rmprovements
Foundation Recommendations
Based on the subsurface data obtained from our exploratory bOrings the proposed bUilding S can be
supported on a shallow foundation system provIded the recommendations contained In thiS report are
closely adhered to Column footings and continuous stnp footings can be designed uSing a net
allowable sOil bea ring pressure of 2,500 psf assu m Ing a footl ng embedment of at least 18 I nches below
exterior adjacent grades
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Even though computed footing ns-ma gs should have a minimum width
of at least 2 feet and stnp footings should be at least 18 Inches These dimensions facIlitate
denslficatlon and hand cleaning of foundation excavations
Aearwater Retail Strip Center
BGG Project No G04-578
May 03, 2004
Page 6
8eca use of possible d Isturba nce fro m excavation, the so lis ex posed at the bottom of the fa undatlon
excavations should be re-compacted to at least 95 percent of the salls modified Proctor maximum dry
density pnor to the placement of reinforcIng steel and concrete The compaction should be ch ecked
prior to the placement of reinforcing steel
Floor Slab Recommendations
We have assumed that no unusual floor loads will be applied to the floor slabs due to vibration, Impact
or high Intensity contact pressures A modulus of subgrade reaction of 200 pounds per cubic Inch may
be used for floor slab design purposes If the slab IS placed on structural fill or In-situ salls that conform
to criteria presented In the structural fill section of thiS report and that are prepared and denslfied In
accordance wIth the recommendations presented In thiS report The modulus of subgrade reactron IS
based on the assumption that the sOil beneath the slab will achieve a Llmerock Bearrng Ratio (LBR)
value of at least 15 The subgade should also be covered with an effective vapor barner to reduce the
pOSSibility of slab dampness
FleXible Pavement Recommendations
We have not been proVided with traffic dlstnbutlon or frequency at thIS time The following pavement
sections are ba sed on traffic pa tterns th at we be Ileve are consistent With slm liar developments and site
cOl1,jitrons, assuming a 20~year pavement and 18-klp equivalent axel loads of 100,000 or less for light
duty pavements (parking areas) and 200,000 or less for heavy duty pavements (truck traffic areas)
We have also assumed a coefficient of termmal serv!ceabllity equal to 20 and that penodlc
maIntenance will be requIred The fOllowmg sections are also based on proper compaction of the
subgrade sOils to achieve a relative compaction of at least 98 percent of modified Proctor maximum dry
density based on ASTM D- 1557
"
Surface Course
Type 8-1 or 8-3 Asphaltic Concrete with minimum Marshall
stability of 1500 Ibs Compacted to at least 95 percent of the
maximum laborato Marshall densl
Base Course
Llmerock having a minimum LBR of 100 and compacted to at
least 98 percent of ItS modified Proctor maximum dry density
A8TM D-1557
1 5
20
6
8
----
Subbase
A minimum LBR of 40 and compacted to at least 98 percent
of the modified Proctor maximum dry density (A8TM 0-
1557
8
12
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The light duty pavement section In Icate a ove assume _ no heavy truck traffic If the
pavements are to be subjected to regular truck traffic then the heavy duty section should be used The
above pavement sections were developed uSing deSign gUidelines published by the Flonda
Department of TransportatIon, DIvIsion of Road Operations Methods and matenals used for pavement
constructIon should also conform to applicable sections of the most recent editIon of the Florida
Department of Transportation Standard Specifications for Road and Bndge Construction We further
recommend that LBR testing be performed on the subgrade Salls pnor to bidding the project to
establish an LBR value and to determine the level of stabilization required, If any
,earwater Retail Strip Center
BGG Project No G04~578
May 03, 2004
J Page 7
TESTING AND MONITORING
Construction test10g and mOnitoring are essential to proper site construction and performance
Observation and testing of site preparatlo'n and earthwork actIVities IS an Integral part of the
englneenng recommendations contained In this report HaVing Burcaw Geotechnical Group provide
the construction matenals testing and Inspection services provides continuity and Increases the
probability that our recommendations will be properly Implemented
LIMITATIONS
ThiS report has been prepared for the exclusive use of The Paradise Development Group, Inc and
theIr deSigners, for the specIfic application to the project prevIously discussed Our conclUSions and
recommendations have been rendered uSing generally accepted standards of geotechnical
englneenng geology practice In the state of FlOrida No other warranty IS expressed or Implied
Our conclusions and recommendatlons are based on the deSign Information furnished to us, the data
obtained from the prevIously descnbed subsurface exploration, and our expenence 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 variability of the subsurface
conditions In thiS geologiC region Should variations become apparent dunng construction, It Will be
necessary to re~evaluate our conclusions and recommendations based upon our on~Slte observatIons
of the conditions
The site IS underlam 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 nsk that Internal SOil 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 nsk
The scope of our services does not Include any environmental assessments or Investigations for the
possIble presence of haza rdous or tOXIC matena I s In the sOil, g roundwate r or su rface wa ter With I n or In
the general VICinity of the site studied
If changes are made in the overall design or the location of the proposed facIlities, or If the
finis h grades differ from those discussed here in, the recommendations presented I n this report
must not be considered valid unless the changes are reviewed by our firm and
recommendations modified or verified In writing. We should be given the opportunity to review the
foundation plan, grading plan and the apphcab!e portions of the project specifications when the deSign
IS finahzed ThIS review Will allow us to check whether these documents are consistent With the Intent
of our recommendatIons
earwater Retail StriP Center
BGG Project No. G04-578
May 03, 2004
Page 8
CLOSING
Burcaw Geotechmcal Group Inc. (BGG) appreciates the opportumty to be of service to The ParadIse
Development Group, Inc. by providing these geotechmcal consulting services and we look forward to
assisting you through project completion If you have any questIons concerning this report, please do
not hesitate to contact the underSigned
Sincerely,
B9~~2tical Group, Inc.
.Joser Barcelo
Staff GeotechnIcal EngIneer
6~ ~~ 5"!~~4
George J tanchak, P E
Geotechnlc Department Manager
Fla RegIstration No 58390
Attachments BOring Location Plan (Plate 1)
Groundwater Data (Table 1)
ASFE Information
Appendices
Appendix A
Logs of sOil bonngs! hand auger bonngs
Appendix B
Key to sOil classification
cc Mathew Campo, P E - Burcaw & Associates, Inc
o ~;~~~~~D\
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, . I
'( \ ~ {~ .... II
) '(. ~ !PLANNING & DEVELOPMENT \'1:' I
, l.~t'i\!.";'~~\"l \1 'i SERVICES .l j;~ "'<# H II':
. , ," ~l'~'cnY OF CLEARWATER ,.t:~ fill;
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..lealWater Retail Stnp Center
BGG Project No G04.578
May 03, 2004
Page 8
TABLE 1
Clearwater Retail Strap Center
Plnellas County, Flonda
BGG Project No. G04~578
Groundwater Data
Approximate Depth to GWT Depth Bg5" to Estimated Seasonal High
Boring No Ground Elevation Below Grade (feet) Water Table
(at time of drilling) (ESHWT) (feet)
SPT1 unknown NE 8
SPT2 unknown 8 B
SPT3 unknown NE B
SPT4 unknown NE B
SPT5 unknown NE 8
HA-1 unknown NE 8
HA-2 unknown NE 8
HA-3 unknown NE 8
HA-4 unknown NE 8
Bgs - Below ground surface
N E - Not Encountered
o ~(C~~W~ -\ I
m 1~2D04 0
\,
,~
ff,<I{~
I t to{ ...
~l ~, lPLANNING & DEVELOPMENT, I
',r~\"',;'~~Wl'l\ SERVICES "-'. \"J II',;
. -\ rl ~ \\,.. .,. t ~
, 't CITY OF CLEARWATER ;,~ i
r
"
ImportantlHfnrmatinnAbout Your' ·
[.
Rep'opl":-'
01
' ;:
, , ,
~,~~...-~.....,........~~-.....~o;:j "\~ ;'"'/;" ""';: r..~ ~.!,:~s"'- j \f.... r J -r""'-~,? ~ ~ ~-~(~~~}~t ....~~ T" "-1 ~....;: - I~
~"T .r\~t ,'O.':j ,if". '" ,J,:,,~' h' It:l(,-., . I;' "y'. ,1'1. I:' 1-' C, , '<:.'<' l"~,, '- '"- ' .c j -
. .;~ !'lBDIB:q .l.:BI:&1I:, ~~ ,~nglne'er'lng
Most Geotechnical Findings Are
ProlessiQnal \Oplnlons
-,
, Slte-exploratlon'ldentlfles subsurface conditions only at those
points where subsurface tests are conducted or samples are
taken GeotechnIcal engineers review field and laboratory data
and then apply their professional judgment to render an opinIOn
Typical changes that can erode the rellablllty of an eXisting ,about subsurface conditions throughout the site Actual sub-
geotech mcal engl neen ng re~olWA~hese-tftet-affect-'sur-faGe-efJpdltlons may differ-sometimes sign Iflcanlly-from
· the function of the proposed ruc u ~h'ffiJ. rc; n \\ 11 h t ose In cfted In your report Retaining the geotechnical engl
It's changed from a parking r~ ~~ lS U I!j l!;n sW rveloped your report to proVide construction ob'>er-
building, or from a light mdu I I~! ton \S t most effective method of managmg the risks asso-
refrigerated warehouse, a ed t nantlclpated conditions
a 1112004
1,..1, .- I ~llr '-- ......~..t,} 1..\"-I....J.p.:r.-"t~...I~ /;:~.t ~}l'"'.~~
~ '~";1!~ 'C~!t51 L.... \I~~"; ~ l<!-I~I"' ~....l~~~;;..}'t~~'r':r.,.~~ ..,;.,..."2 ".'::rs _ \.{. (
..... 't ItJI _ ~ ....~... I-!.\ 'I. ~.i")(1'" [1., I :.J. \~ l t) ~ .......1..d\ tl ';r;.......-
,v,
I r ... ... j ... -"" ".:..ll [ I ~ ~.1}
'~~Pl~~,hJttGa"1 ~ervl~ps, ~r~: f~P~,~luu,e,d, lor ,
Sn~clllc' Pur.poses,' Persons; '8nd4Rrojects
Giotechnlca'l engln~ers structure/their ~ervlces to meet the spe
~Iti~ needs of their chents 'A geotechlllcal englneerlng study con-
ducted for a CIVil engineer may not fulfill the needs of a construc-
tlo~,f,0~tr,a,?t2~ ~r ~ven ~~rq~her.. 9!YI~:rfl~~f!^, ~~~!1u~~\~~t;;~<?eot-
echlucal' - englneenng study IS unlqlJ.e, each geotechlllcal ,engl-
ne~rln~ J r~P9rt' Is unlQLe: prep;rJd, ~g)e~ \f9r\th~ ;'?'llent' No olle
except you should rely on your geotechnlqal engineering report
without first conferring wIth the geotechnical eng;ne~r who pre-
pared it. Arid no one-.not,even iillr:--sho~ldi,apP1Y the, repo'rt for
any purpose or project except the one originally contemplated
I'
A, G"~t~~hnical Engineerinu:R~p<ort lfi Based on
AwUnlquo Set 01 ProJect~Speclllc Factops '
Geot~chmcat engineers consider a num~ei of ynlql,le, Pr9J~ct-sp,e
crfic factors when establishing the scope of a study Typical factors
Include the client's goals, objectives, and risk management pref-
erences; the general nature of the structure Involved, as slze~ and
configuration, the location of the structure on the site, and, other
p!~rmlild or eXisting site Improve-ments, such: as" access roads,
P9rklllg lots, and underground utllltles Unless the geotechnical
engl1'\~er who conducted tre study speCifically In9lcates other
WIse, do not rely on a geotechnical englneenng report that was
. not prepared for you,
. not prepared for your project,
. not prepared for the speCifiC site explored, or
. completed before Important project changes were made
. ejevatmn, pqnfiguratlon, location, orientatIon, or
weight of ~he propose'd structure,
. composItion of the design team, or
.. project ownership.
As a general rule, always Inform your geotechmcal engineer
of project cha~n~>~t'~ve!, (TImor ?~~s;:;~qd~ ryqueJ!t an
assessment of thelr"lmpact Geotechmcal engmeers cannot
accept responsibility or liability for problems that occur
beca'use their reports do not conSider developments of which
they were not mformed
Subsurlace Conditions Can Change
A geotechnical engineering report IS based on conditions that
eXisted at the time the study was performed Do not rely on a
geotechmcaI engmeerlng report whose adequacy; may, have
been affected by the passage of time, ~by:n1<\I):fl1ade.events,
such as constructlon on or adjacent to the site; or by natural
events, such as floods, earthquakes, or groundwater fluctua-
tions, Always contact the geotechnical engineer before apply-
Ing the report to determine If It IS still rehable A rTunor amount
of additional testmg or analYSIS could prevent major problems
~1
~\
'Jot
;; v.....tJ\~
)\ ~t [pLANNING & DEVELOPMENT. \ \~'
\'~'~\l ll\ -,- SERVICES "' \ '\';'~;"
" j ~ l\i.\lil"lCITY 01= CLEARWATER 1'~ ,;, I
APPENDIX A
Logs of Soil Borings
"
1\(1/],
~,~, f
, S'f\\~ !PLANNING & DEVELOPMENT \ I
,If""' ~"l-l'l I SEA \ '.
'.~I~:~'IV~ " VICES 1';'-l1'i:n,~lt'~I"
L- ~ I I;" CITY OF CLEARWATER 1~\~I~ ~:1~
Clearwater Retail Stnp Center
Clearwater, pmellas County, Flonda
BGG Job No G04-578
May 3, 2004
1/> KEY TO SYMBOLS
Symbol Description
Strata symbols
. Asphalt and Limerock base
materials
D Poorly graded sand
I r) I I Poorly graded sand
I rll \ with silt
~ Clayey sand
~ Low plasticity
clay
0'/1 Poorly graded sand
1'//
((I' with clay
Misc. Symbols
..s:l..-
Water table during
drilling
~
Water table at
boring completion
Soil Samplers
~
Standard penetration test
o ~(C~~I&~ I
1 d1i /'5 2004 U
I' f~l:1
l' A \'rr
. I~~~~ !PLANNING & DEVELOPMENT ~, j' 1,
V\~~ )1~". "'Il SEA -, 1)
, ~ I' ~1;~\%W" -' .> VICES 1I,1~ hl~ '1~\{1! l
'> "'-;;.';< CITY OF CLEARWATER ~tlf~i,~,;
Notes:
1. Exploratory penetration test borings were drilled on 04.23.04 using
mud rotary drilling techniques and a 2-inch diameter Split barrel
sampler driven by a 140 Ibs. hammer.
2. The boring locations ind~cated are approximate and based on the
conceptual site plan provided.
3. These logs are subject to the limitat~ons, conclusions, and
recommendat1ons contained in this report.
4. Subsurface conditions can vary beween boring locations and in unexplored
areas of the site.
- ~~~~
DRILL HOLE LOG PrOject No.: 004-578
BORING NO.: SPT.1 Date 04 23 04
Geotechrucal Group Project. Clearwater Retail Strip Center
Incorporated Chent. The Paradise Development Group, Inc
Location Clearwater, Pmellas County, Florida Elevation' Unknown
Driller. Burcaw Geotechmcal Group, Ine Logged By. JBR
Drill Rig: Simco
Depth to Water> Initial ff NE* At Completion ~ : N E *
or; "' (f) Sample Standard Penetration Test
ii. =:8 0 Description ! Penetration Resistance
Cll jl~ (f) No Blows N
0 (J) :J 10 20 30 40 60 80
1-0 I 5 Inehes of asphalt over 6 Inches hmerock base , 30
SP \mateflaI 1 10 16 /
6
I- rrr-n-r ISP-SM \MedlUm-dense gray-brown fine SAND , 3
II'I I Loose, dark brown, fine SAND with trace silt and 2 /'
11tH 2 3 5 "\
< I , r'
~ minor orgamc stalnmg ,
SP Loose, brown, fine SAND 3 \
-5 3 3 7
4
, 2
4 3 7
4 "\
- medIUm-dense, white , 4 "
- 5 6 14
8
'-10
~ SC MedIUm-dense, brown, clayey fine SAND , 7 c----
-
r,l ~ 6 7 14
1-15 ~~ 7
~ :,; \
~~ \
Va~
- 0~ \
~ grades to green with trace shell , 3 I- \
l/~ 7 14 28 .
-20 14
Tenlllnahon ofBormg
- - ~
-
--- --
- - ,
-25 D]~LC~~W~ D -
- .1A II~ 2004 ~) -
1-30 ," J.,\\.
\ ),'VI;' iPLANNING & DEVELOPMENT \ "~,I - I-
I ~ '.....1 P
f- ~ ~:-I\tW 'I', \, is EAVIC E$ 'h.. ~~; \~ ~ _1'11\; -
1.. ~ 'rp~ """'1- .,.
I- ~ "'l\ CITYOFCLEAAWATER ",~,~,
I- ,
t-
1-35
* Groundwater not encountered before begtntng rotary wash drllltng at a depth of I () feet
This Infoonatlon pertains only to this boring and should not be Interpreted as being lndlcltlve of Ihe slt8
Figure 1
PAGE 1 of 1
- DRILL HOLE LOG Project No' 004-578
BORING NO.: SPT~2 Date: 04 23 04
Geotechrucal Group Project Clearwater Retad Stnp Center
Incorporated Client: The Paradise Development Group, Inc
Location Clearwater, Pmellas County, Florida Elevation, Unknown
Dnller' Burcaw Geotechnical Group, rnc Logged By JBR
Drill Rig: SImco
Depth to Water> Initial ~ : 80' At Completion ~ . 80'
"' f/) Sample Standard Penetration Test
-5 -=2
0- ~~ (j Description 8. Penelrallon ReSistance
Q) (j) No Blows N
0 (I) ~ ~ 10 20 30 40 60 80
-0 .------.--- SP MedLUm-dense, gray-brown, fine SAND , 4
1 9 18
9 /
loose , 3 17
- 2 4 9
5
grades to hght brown With mmor stammg , 4
-5 3 4 9
5
- grades to pale brown , 5
I- 4 4 9
5
I- - ,
- ~ SC Loose, light brown, clayey fine SAND 3
~ 5 3 7
~ 4
I-- 10 ~:0 \
e- ~ ~
~ ;./ /,/
/~/
~ ;; /'
~ , 5 -
~ ~ CL StIff, green, sandy CLA Y
6 5 11 "
1--15 6
~ ~ "
"
~
I- ~ '"
~ hard , 18 - f'\.
7 18 40
-20 22
TennmatlOn of Bormg
-
----.. ~-~
I-- 25 D)~(C~~~~-F"'. \
~ .1~2004 0
~ ,:~ l.. =-
I i"\ L<'l~\t
I
I-- 30 I :VW'I [PLANNING & DEVELOPMENT ~\'.' - --
.1 ,.\ ~k~':(Y,t;\l ',1,i SERVICES "h." "~rl'~
\ r.' ,it ;11 CITY OF CLEARWATER ';\', ~.' I'
, -
-
I--- 35
This Informallon pertains only to this boring and should not be Interpreted as being lndlcltlve 01 the site
Figure 2
PAGE 1 of 1
- ~
DRILL HOLE LOG Project No. G04-578
BORING NO.: SPT.3 Date 04 23 04
Geotechmcal Group Project ClealWater RetaIl Stnp Center
Incorporated Client The Paradise Development Group, Inc
Location. Clearwater, Plnellas County, Flonda Elevation Unknown
Dnller Burcaw Geotechnical Group, Inc Logged By JBR
Drill Rig Simco
Depth to Water> Imtial :;; NE* At Completion ~ NE*
.s:: .. UI Sample Standard Penetration Test
_0
C. -.Q () Description Penetration Resistance
III g~ Ul ~
0 :::> >. No Blows N
(f) t- 10 20 30 40 60 80
1--0 ~ \1 5 Inches of asphalt over 3 Inches hmerock base , 4
SP 1 5 10
- matenal
5 /
- MedIUm-dense, brown, fine SAND , 2 J
- ioose 2 3 5
3
I- hght brown WIth mmor orange staining , 2
-5 3 2 5
3
, \
grades to white 3 \.
4 4 9
5
- "
medIUm-dense , 5 \
5 6 13
7 '\
1-10 \
\
- \
'777: sc , 10 !--- \
~ MediUm-dense, ltght brown, clayey fine SAND 6 10 20
'- 15 @ 10 /
/
I /
/
CL , 3 - /
- Fmn, green, sandy CLAY -
7 3 7 .
~20 4
TermmatlOn ofBonng
-
- D~I~(C~~w~-ul
-25 -
- -
.J) an I '5 2004 ') -
,
r , ,
-30 \') ~ iPLANNING & DEVELOPMENT ' l
I '~r d' - --
\ Jt,\"".t< I 1 SERVICES I \.j : J 1\. ,
- '\ ' ,t"\: ICITY OF CLEARWATER '1 "~' ~'t :11 \
L I
- -
-35
~ Groundwalf'1 not encountered before begmmg rotary wash dnlllllg at a depth of 10 feel
This Information portalns only to this boring and should not be interpreted as bamg lndicltlve of the site
'V .....,
Figure 3
PAGE 1 of 1
v'
-' DRILL HOLE LOG Project No. 004-578
BORING NO.: SPT-4 Date' 04 23 04
Geotechrucal Group Project. Clealwater RetaIl Stnp Center
Incorporated Chent The Paradise Development Group, Inc
Location Clearwater, Pmellas County, FlOrida Elevation: Unknown
Driller Burcaw Geotechmcal Group, Jnc logged By JBR
Drill Rig Simco
Depth to Water> Initial ~ . NE'l' At Completion ~ NEt<
J:: '" (/) Sample Standard Penetration Test
_0
a -..c U Description ! PenetratIon ResIstance
Cll g~ (/) No Blows N
0 <f1 ::> 10 20 30 ~O 60 80
1-0 - ~~ mches asphalt over 2 mches hmerock base , 12
SP
I- atenal 1 6 12 /"
6
I- MedIUm-dense, brown, fine SAND " 2 /
I- loose, tan 2 2 5
3 1
- grades to pale brown , 2
1-5 3 3 6
3 \
f- with mmor orange stammg " 3 ~
I- 4 4 8
4 "\
I- medIUm-dense, wlllte " 5
- 5 6 11 \.
5 1:
1-10
I- \
\
I- -
'7"77 SP-SC 6 -
I- MedIUm-dense, light brown, fine SAND with trace'
1'// 6 7 14 II
?// clay 7
~15 J"/
)",f I
- //0
/(<' il
I- ,1/./
.l'''/
///
I- ~
CL , 3 - /
I- Fmn, light green, sandy CLAY
7 3 7 . -
1-20 4
Termmatlon of Bonng
-
I-
-25
g)~(C~~\V~lJ
... ~,L 48 115 2004 _
l ~1~j~t
" AIV\' lPLANNING & DEVELOPMENT 'ri" 1
I ,-f~;I\N~'\~':l'<'Y SERVICES ,1"'"...""~ U},41:~
, > , !.1t~ ~I" ~'.1'" ,
,~) 'I ~, CITY OF ClEARWA TEA \ 'I; "'1 '" ,
-30
~
-35
* Groundwater not encountered before beglrllng rotary wash dr/lIrng fIl a depth of 10 feel
ThiS InformatIOn pertains only to this boring and should not be interpreted as being Indlcltlve of the site
FIgure 4
PAGE 1 of 1
.;'.0 .;.~.....,
.""t
D~lll HOLE lOG
BORING NO : SPT-5
-
Geotechmcal Group
Incorporated
PrOject No G04-578
Date 04 23 04
PrOject Clearwater Retail Stnp Center
Client The Paradise Development Group, Inc
Location Clearwater, Pmellas County, Flonda
Dnller Burcaw Geotechnical Group, Inc
Drill Rig Sunco
Depth to Water> Imtlal ~ N E*
.c '" (f) Sample
_0
a. -0 u Description
~~ Q)
<l) {f) ~ No
0 If) ~ f-
-0 ~ sp Loose, gray-brown, fme SAND with minor ,
stammg 1
- very loose, tan ,
f- 2
medIUm-dense, light brown with mInor orange ,
-5 stammg 3
- loose, white with mmor brown stammg ,
4
- ,
f- 5
1-10
~
f-//I'
1'/["
-15 ~.l^,/
),1,
/I'.,<
/<.
- J'?/
,f,f/
/I'''
- ~
f--20
-
-
1-25
I-
-
-30
-
sP-sc Loose, light brown, fme SAND With trace clay
, 6
Elevation Unknown
Logged By JBR
At Completion -!- . N E*
Standard Penetrallan Test
Penetration Resistance
Blows N
10 20 30 40 60 80
2
2 5 r
3
2 J
2 3
1 '\
4 '\
4 10
6
3
4 9
5
4
4 9
5
I
I
I
2 -
2 5 ~
3
\
7
3
3
5
-
8
.
sc
Loose, green-brown, clayey fme S.AND
,
t-- 35
* Grou.ndwater not enwuntered b~fore begmmg rotary wash dnllmg at a depth of 1 0 feet
TermlllatlOn ofBonng
D)~~~~W~ D
.1 .. I ~ 2lllJ4 L::/
~fj, If. r". l
\~\'\ !fLANNI NG & DEVE LOPMENT ,~~"'~
,'\ ~.JJ..~~,rl t'" :S EAVIC ES ' 0 , ''''1.11~, 1"
I 0. !;'~\''f CITY OF CLEAAW A TEA . ~?L .,
ThiS InfOrmatloll pertams only to Ihls bormg and should 1101 be 'nterpreted as bemg lndlcltlve of the site
Figure 5
PAGE 1 of 1
AUGER BORING LOGS
BGG Proiect No. G04~578
Auqer BOrings performed 04 23 04
AB-1
Depth (ft )
o - 3%
3% - 5
5-6
6
SOlI Description
Brown, fine SAND (SP) With trace rootlets and stammg
Tan, fine SAND (SP)
Light brown, fine SAND (SP)
BOring terminated
Groundwater was not encountered at completion of bOring
AB-2
Depth (ft )
o - 3%"
3W' - 2~
2}'2 - 4
4-5%
51;2 - 6
6
SOli Description
1;2 Inch asphalt over 3 Inch llmerock base
Brown, fine SAND (SP)
Gray-brown, fine SAND (SP)
Tan, fine SAND (SP)
Light tan, fine SAND (SP) With trace orange staining
BOring terminated
Groundwater was not encountered at completion of bOring
AB~3
Depth (ft )
0-2
2-3%
3% - 5
5~6
6
SOli Description
Dark brown, fine SAND (SP-SM) With trace silt and rootlets
GraYish-brown, fine SAND (SP)
Tan, fme SAND (SP)
Light brown, fme SAND (SP)
BOring terminated
Groundwater was not encountered at completion of bOring
AB~4
Depth (ft )
o - 2%
2;1:. -5
5~6
6
SOil DeSCription
Brown, fine SAND (SP) WIth trace rootlets
light brown, fine SAND (SP)
Pale brown, fine SAND (SP)
BOring terminated
Groundwater was not encountered at completIon of bOring
\?j
, '"
1\' !
',~~ PLANNING & DEVELOPMENT,
~ 1\';' III ,\ 'I SERVICES "
\1 ..n,,_~\ ~ .f ~
, \, CITY OF CLEARWATER
Clearwater Retail Strip Center
Clearwater, Pmellas County, Flonda
BGG Job No G04-578
May 3,2004
APPENDIX B
Key to Soil Classification
o ~(C~~'W~ -0'" ,
A 1~2a04
tl.t l
111 \v~~\t
" '~\~ is !PLANNING & DEVELOPMENT
,JJ:-&i,f~\'l'l' SERVICES ,J" ';I" i"~.lif
,'11', CITY OF CLEARWATER:1, " i
.
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9:
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m
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:;
to
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<=
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-- (Ij
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m '<
o 3
rTi [
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&i I 52004
ORIGINAL ~~
StormTech@
De/en/IOn' RelenllOn. Recharge
Su bs u rface Sto rmwater Management""
Installation Instructions
StormTech@ Chamber System for Stormwater Management
Before You Begin
REQUIRED MATERIALS AND EQUIPMENT LIST
· Acceptable 3/4 Inct1 - 2 Inch washed, crushed,
angular stone per Tables 4 & 5 on page 10
· Acceptable lill matenals per Table 5 on page 10
· Filter fabric
· StormTech end caps
· StormTech chambers
· Reciprocating saw or router (to custom cut
end cap holes)
;Ig~~r~w~ ~LJ; J I
U U Jut 113J04 L::J
· Sfone bucket
· Tracked excavator
· Transit or laser
· Vibratory roller with maximum gross vehicle
weight 01 12,000 Ibs and a maximum dynamic
force of 20,000 Ibs
Requirements fur System Installation
D StormTech LLC requires Installing contractors
to use and understand StormTech's most current
Installation Instructions prior to beginning system
I nsta IJatlon
All Illustrations and photographs are examples
of tYPical situations Actual designs may vary Be
sure to follow the design engineer's plans
10 Our Technical Services Department offers Instal-
lation consultations to Installing contractors Contact
our Technical Service Representatives at least 30
days prior to system Installation to arrange a pre-
Installation consultation Our representatives can
answer questions, address comments and provide
Information about the StormTech chamber system's
Installation requirements Call 1-888-892-2694 to
speak to a Technical Service Representative or ViSIt
www stormlech com to receive the most current
verSion of our Installation Instructions
~ Contact local underground utility companies
prior to consJructlon
ra All StormTech system designs must be certi-
fied by a registered professional engineer
iii StormTech's reqUirements for systems with a
pavement design (asphalt, concrete pavers, elc )
Minimum cover IS 18 Inches not Includmg pave-
ment, Maximum cover is 96 Inches Including pave-
ment design For Installations that do not Include
pavement where rutting from vehicles may occur,
mlnlnlUm required cover IS 24 Inches, maximum
cover IS 96 Inches
D The contractor must report any discrepan-
cies with the system subgrade SOIl'S beanng
capacity to the design engmeer
fJ Check chambers for shipping damage prror to
Installation Units that have been damaged must not
be installed Contact StormTech Immediately upon
discovery of any damage
a Filter fabriC must be used as Indicated In the
project plans
D To maintain row separation distances and prevent
chamber displacement. place stone between chamber
rows and around perimeter as required by the most
current verSion of StormTech's Installation Instructions
111 Backfilling of the chamber system must be
In accordance With the most currenJ verSion of
Storm T ec h' sin stallatlon Instructions
m The contractor must reter to StormTech's Install-
ation Instructions for Tables of Acceptable Vehicle
Loads at vanous depths of cover ThiS Intormatlon IS
also available at www storm tech com The contractor
IS responsible for preventing vehicles that exceed
StormTech's requirements from traveling across or
parking over the slormwater system Temporary fenc-
Ing, warning tape and appropriately located signs
are commonly used to prevent unauthorized vehi-
cles from entering senSitive construction areas
W The contractor must apply erOSion and sedi-
ment control measures to protect the stormwater
system during all phases 01 site construction per
local codes and design engineers speclhcatlons
2 Call StormTech at 8888922694 for technical and product Information or VISit www slorrntech co'n
Requirements for System Installatnon
~~
StormTech~
m StormTech products must be designed and
Installed In accordance with StormTech s minimum
reqUirements Failure to do so will vOid Ihe limited
warranty
m StormTech product warranty IS limited See
current product warranty for details To acquire a
copy call Storm fech at 1-888-892-2694 or VISit
www stormtech com
III F UQ.stallatlon Instructions for any appurtenant
structu 1@S!r.tpt,;pOVere8ln11th?Selnstruc-
Ii 11::3J Ill\, Ir
tlons, ~ iS8ff8\59g694
. 112004 i U)
I
Requirements for Excavating a'
Left side of bed being prepored while right side IS concurrently Instolled
F lite r f 0 bllc nrld un derd rUIns Instn lied
II Excavate and level the designated area Be sure
to excavate at least one extra foot arourld the peri-
meter to allow lor proper fll and adequate compaction
o Excavation must be tree at standing water De-
watering measures must be taken II required Positive
drainage of the excavation must be maintained
Em Prepare the chamber bed's subgrade sOil as
outlined In the engineer's plan
1m Place AASHTO M288 Class 2 non-woven filter
fabric over the prepared subgrade soils Table 3 lists
sUitable geotexllles
9 Place AASHTO M288 Class 2 non-woven filter
fabnc around the perimeter of the excav8\ed bed as
speCified In the engineering draWings
NOTE (Fabnc IS reQU/(ed over the top or the enllre charnbel
system J'te, 1113 6" of stone IS placer! over chambers)
o Perforated pipe outlet underdralns may be
deSigned within or below the bed'd angular stone
foundation Install perforated pipe outlet under-
drams If required
g Place acceptable 3/4 - 2 Inch washed
crushed, stone foundation matenal over the entire
bo!lom surface of the bed (see Tables 4 & 5 for
stone requirements) Refer to the engineer s plan
lor subgrade sOil preparation and required stone
foundation thickness
D Compact the slone uSing a vibratory roller
with ItS full dynamiC force applied to achieve a
flat surface
Call StorrnTech at 8888922694 for technical and product Information Of VISit wwwstorrntech com 3
RequBrtements for AssernbHng inlet Pipes
'\. I ~ I 'eI!CI)Cldll) 01' ,J'e c.vstem "Ue5lQrl II nlilJ' bc
1,'1 i' 1 ,lljrJldlS II, 1;)1' (1i'l ['It' II1lcf Jilt! nullel OliN sysfe'),s
I 111 f,' IO"111lJfI rht' lJed Oi ctwnhers
Cui on opemng lor Ihe dlstTlbu1iOn pipe
24" 18" !educers Inslolled 10 stay within the 25" moxlmum 00 limit 101
Ihe SC 740
g Temporarily layout the header/manifold sys-
tem according to the engineer's plans
D Stone foundation scour control measures
such as splash pads, r1prap, or geotextlles may be
reqwed by the deSign engineer Locate and Install
scour control measures per site plans If required
mI Set Iirst chamber of each row atlgned with
their Inlet pipes If applicable A minimum at 6"' of
clear spacing, measured between feet, IS required
between adjacent rows Separate chambers and
Inlet fittings as necessary to maintain 6" clear space
between chamber rows
~ With a reciprocating saw, cuI an opening for
the Inlet piping In the applicable end caps at the
specified Invert height
NOTE Inlet pipe openmgs may be cur allyw/rele on an
endeap To do Iln5, lake a shorllenglll of plpp and USiJ d
,narker to Jraw an uurllfle on the Dlpe orl /1)(' endca(l at
me con eu helglll
!Ellnsert the dlstnbutlon pipes into the endcaps
IJI Separate chambers and applicable Inlet pipes
to maintain 6" of row separation as necessary Once
chamber spacing reqUirements are met, the header!
manifold system may be permanently assembled
*6" IS the minimum recommended spacmg A
Wider spacing may be required as mdlcated on
the construction plans
Requirements for InstaUing the Chambers
MQlnlOIn 0 minimum of 6" between chombel feel
Ii To begin bUilding the chamber bed, onenl
the chambers so the end labeled 'Build Rows In
ThiS Direction" IS closest to the bed's edge and
the arrows pOint In the direction 01 the build
Mamtam a mm/mum 6 lOch separation between
chamber rows (measurement taken from the
foot of chambers)
4 Call Storm lech at 8888922694 lor technlcat and produclln(ormatlon
'\
~~ .1 t~'t lJ
1\ -.~ ~f i'i
,~,l ~;'; PLANNING & DEVELOPMENT
, ~!/\:~lW;}'H I SERVICES, ,
" '. CllYOF CLEARWATER
Requirements for Jonning the Chamlllllers StormT~h.
} (
Conslrucllhe chomber bed by overloPPlng the chomber's end corrugotlOns
--"'~-"____J
AII!l(ll,{;11 nul Vls,DIP 10/11" 'N( ,- ()J"moe, ~ c/lcf COrrliflJiJrlj'S all} Sllet
1j'(ferpnl1v 'C RtlO.1 '[1, d'i (jvpr .1[ifJl,1(} /Ol,','{ To en"Ufe jrot1er /0Ir7{ Itl,
fJllent :;II, tnamDer<:: ", {I,e uerj w'lh ItlPl1 ?rr1)W') fJelnllnq In Ine dlrpr
{lOa 01 /I)/: bUild cIJ8 dlJllilJers [lVerldpDl/J~' {pp' are , dl~llIigUl)IJ
nl] fPafIJre 10 lie!f' lll{l,'I('\' 'de,:Id; tDe ,)(001'1 (lleF!!/-' LI'IWI/dtIOI'
II Construct the chamber bed by jOining ttle cllam-
bers lengthwrse In rows Attach chambers by overtap-
ping Ihe end corrugation of one chamber onto the end
corrugation of the last chamber In the row De sure thai
chamber ptacement does not exceed the leach of
the construction equipment used to place the stone
!VO T[ :'0 nor uverlal' m'Jre Ih-m olle Gull uQ;,t, un
Requirements for Attaching the End Caps
lilt the end of the chamber and place the end cop Into the end corrugation
rm Lift the end of the chamber a few Inches off
Ihe ground With the curved face of the end
cap laCing outward, place the end cap Into the
chamber's end corrugation
NOTE bid c~ ~ ,~
'hee'oc!, 'Y5' ~C'[~~W~
_ IfS 2004
Relquirem,ents for Pial(::ing Stone I) I
Three leE t minimum cover IS reqUired for trucks to dump stolle
Angular stone may be placed over the chambers
With an excavator, pushed With a dozer or walked
In With a stone conveyer boom Each method has
benefits and limitations These three processes will
be explained separately, however there Are some
common requirements for each The SIX Illcll mrnl-
mum clear spaCing must always be maintained
between adjacent StormTech's chamber rows, and,
construction vehicle loads must not exceed the
requirements of Tables 1 & 2 as showll on page 9
Calt SlormTech at 888 892 2694 for technlcaf and producllnform:1j'orl 5
Requirements for Placing Stone with an Excavator
, ,
~~'"
I ,....."
~ .r...~
,-"1 l ~:
Cmefully lodle 3/4 2 Inch woshed, crushed, ongulor stone over the centelllne
of the chomber
Placing stone with an excavator IS currently the most
common method 01 plaCing stone over StormTech's
chambers Its biggest limitation IS the reach 01 the
excavator arm For larger beds It IS common prac-
tice to work across a bed by 10lnlng only a few
rows 01 chambers and placing their angular stone
embedment and pOSSibly their filter fabrrc and sOil
fill before moving onto the next few rows
A bed may be built either parallel to or perpendic-
ular to the chamber row's direction with this
process The excavator tYPically works Inside tile
excavation, leading the way across the bed It IS
also pOSSible for the excavator to work at grade
over the recently placed chambers following the
burld across If !IllS process IS done It IS required
thai the depth of cover between tops of chambers
and the excavator's tracks be the minimum
required by Tables 1 & 2 as shown on page 9
II Anchor chambers by carefully ladling 3/4 -
2-lnch washed crushed angular stone directly
over the centerline of the chambers Evenly distrib-
ute stone to minimize chamber movement while
maintaining row separation distances
D After chambers are anchored, continue to
place the stone, surrounding the chambers and
filling the penmeter areas to a minimum of 6 Inches
over the top of chambers Do not dnve equipment
over the chambers Without minimum cover
required by Tables 1 & 2 as shown on page 9
EI Continue to constructlhe chamber bed by
repeating steps above until all the chambers are laid
to the dimenSions of the engineer's plans
Requirements for Pushing Stone with a Dozer
al'~
A dozer may be used to push the angular stone
embedment Into place over the chambers There are
some stnct reqUirements for thiS process
II All stone must be pushed In a direction par-
allel With the rows of chambers Pushing stone
perpendicular across chamber rows may cause
the chambers to move, pOSSibly redUCing the
required 6" minimum spacing between rows
D Always maintain the required cover between Irle
tops 01 chambers and the dozer tracks, per Table 2
on page 9 A Caterpillar 02, 03-LGP With I_ow
Ground Pressure tracks or eqUivalents are the
only acceptable dozers over Stormtech chambers
With 6" of angular stone cover
1 ,
rmTecl"fl!JJ88BJ8iG1I:6'9!i\l'ofiiL'@etMlKNfand ipr duct Information or VISit www stormtech com
'Ie '
,~\l ~"')\' I I SERVICES " , t' ;
I', :':i;\' CITY OF 9lEARWATER.' J I,
6 Call 51
Requirements for Pushing Stone
with Gal Dozer (cont.)
,~~
StormTech~
lEI The angular stone cover height should never
differ by more than 2 feet over adjacent chambers
unless there IS a minimum cover of 3 feet over the
chambers Slone should be pushed In small plies
and spread evenly 10 prevent translation of cham-
ber rows
[I Full dump trucks must not dnve over or dump
stone over Stormtech chambers unless
there IS a minimum of 3 feet of cover over Ihe
chambers It IS convenient for truckers to dump
stone as close to the dozer as practical, however a
lull truck IS often the heaviest load on a construc.
lion site Raising the body to dump slone signifi-
cantly Increases the rear wheel loads Three feet of
cover IS the minimum requirement for dumping
stone over StormTech chambers
Requirements Placing Stone
with a Telescoping Conveyer Boom
Call StormTech at 8888922694 lor technical and
PloClng stone with Ihe conveyor boom extended
Evenly dlstllbutJng slone with conveyor boom
Telescoping aggregate conveyer trucks are becom-
Ing Increasingly popular at construction sites Their
use can save a significant amount at lime, money
and free up other heavy eqUipment for other uses
They are only Imted by the range of the boom Typical
trucks have a boom range between 50 to 130 feet
Booms can convey up 10 360 cubic teet of stone
per hour
111 Anchor chambers by carefully ladling 3/4 - 2-lIlch
washed, crushed angular stone directly over the
centerline of the chambers Evenly distribute stone
to minimize chamber movement while malnlamlng
row separation distances
lEI Alter chambers are anchored continue 10
place the stone, surroundmg the chambers and
filling the perimeter areas to a minimum of 6 Inches
over the top of chambers Do not dnve equipment
over the chambers without mlOlmum cover
required by Tables 1 & 2 on page 9
D Conllnue to construct Ihe chamber bed by
repeating steps above until all the chambers are
laid to t ns-oHhe-engmeer,:s-PlanS:\l
o ~(Cr~]I(1~ 0\
a 1'5 2004
"
'j,
III iU II
~ ~:~~~~ING & DEVELOPMENT \
~ 1 .lJ ~~1Q.,.r 1~ i I'" )
oducllnfdGI\T?t'i<QFOe!LJfufl~ll!mmleCh co
7
iF'ef~ln!'ements tor !B,i1hclK1fUnng tAre Systtem
Rollout hlter fobrrc
Bockflll the bed uSing un Qcceptable fill matellol
Continue to bockftll the chambel bed
II Place the required washed, crushed, angular
stone over the entire bed area
g Cover the entire Installation area With AASHTO
M288 Class 2 non-woven filter fabrrc Take the fabric
from the penmeter and lay It over the top of the
stone The filter fabnc must overlap at least 2 leet
where the edges of the fabriC meet
~ The first 12 Inches of fill matenal must meet the
@ reqUirements of Table 5 as shown on page 10
Fill to Ilnal grade wlth@ materials or as specified
by engineer s plans Backfill over the top of the !rlter
fabriC In lifts thaI do not exceed 6 Inches Dlstrrbute
the fill With a construction vehicle that meets the
maximum wheel loads or ground pressure limits
as specified In Tables 1 & 2 on page 9
fED Compact each 11ft of backfill as specified In
the engineer's plan StormTech requires compact-
ing to a mrnlmum of 95% of the Standard Proctor
denSity Use a walk-behind or Vibratory roller not to
exceed a maximum gross vehicle weight of 12 000 Ibs
and a maximum dynamiC force of 20,000 Ibs
e Continue to backfill the chamber bed In
6-lnch maximum lifts until the specified grade
IS achieved StormTech's cover requirements
are 18 Inches minimum and 96 Inches maximum
over the top of the chambers
The backfill height differential should never differ by
more than 2 feet over adjacent chambers Mini-
mum cover heights must be met belore vehicles
are allowed on top of the system Large rocks and
organic matter such as roots, stumps, etc must
not be part 01 the backfill matenal Refer to Table 5
on page 10 for Acceptable Cover Materials or con~
tact the deSign engineer for approved f1lllypes
For addlllOnal equipment models and the/{ corresponding
ground pressures, call SlormTech~ Technical Services depart-
ment at 888-892-2694
,
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, l<1\'l ELOPMENT ,
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8 Call Storm lech at 8888922694 for technical and product information
~~{'~:eptabBe VehicRe Loads
TABLE 1 - Maximum Allowable Axle Loads for
Wheeled Vehicles at Vanous Cover Depths
I
I
1
I
I
I
!
_ __.J
6 8 000
12 16000
18 with pavement I 32000
2~~ wl~~~~pave~~~ __ J_ _ _ __ ]2_00? _
'"I I r Sf" 0' COilel Over fllf vllc!rnt'r3, 5 '~
,'JUdd! 101 full [lllllljJ fr('c.1( lidVcl ,](!d IUf11J'-
~ - - -----,
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..-- ....""....-......-..........
TABLE 2 - Maximum Allowable Ground Pressures
for Various Vehicle Track Widths and Fill Depths
-~~,~
I 12! 1070 I
I 18 I 900 ~
6 I 24 I 800 I
I 30 760 I
I 36 720
----- - -----~---f~~~._____- -- -- --- - - - -
I 12 I 1540
I 18 1190
12 24 1010
3D 910
36 840
12 2010--. ---.
18 1480
24 12~0
30 1060
36 950
18
I
_J
. Ground pressure IS vehicle operatmg welghl divided by total truck
conlact area for both tracks Call SlormTech a/1-888-892-2694 or VISit
wwwstormtech com for examples of allowable tracked vehicles
TABLE 3 - Some SUitable Geotextlles
, Amoco FabriCS and Fibers (Part of BP) ProPex 4506 ProPex 4508 ProPex 4551,
i ProPex 4552 ProPex 4553
~~~---~--I"---~~ --~----~
1
,
~ ~- ~-~~-~_ _~___~_~ J
Carthage Mills i
---- ---- - -----j
Conlech Consl Products I
-- --- T
GSE lining Technology I NW6 NW8
- - - -- -~- ------ - ---T~------ - ---- ---------
Maccalerfl I MacTex MX245, MacTex MX275 _
-- -- -----------1--
I
MI rali Consl Producls i Mlrall160N, Mlraft 180N
I
-- - ~~~---~._------ - - ~__ _ _L~~__~ ~_ ___~_~
I
~~~~ ~_Ama~~_____ ________ I NT 3000, NT 4000 __ m___ __ __ TR 4000
51 Geosolullons ! Geolex 601, Geolex 801 Geolex 3155T
----------~--- ---- -+-- ---- ~
TNS ~~vanced ~~ __ _~ ____ __1_ R 060, ROlO, R 080 Rl00 __ ___ M 403 _ ______1
~:~t~=_-===_-t~e~a~~~;\e"Te<N08~~~=~~1 ~;~~__~_ _ -=i
AASHTO M288 Class 2 Non-Woyen Geotextlle ApphcaliDn 1 Separahon layer between angulol slone cover and fill 10 prevenl frnes InlruslOO 2 Filler laver over Ihe
chambers ollhe Slormtech Isolalor ,. Row 10 prevenlllnes mlgrallon out 01 lOW while maintaining adeQuale hydraulic Ilow<;
AASHTO M288 Class 1 Woven Geolexllle Applrcalron Slablllzalron Idyellor Ihe angular slone loundalion olllle StormTech Isolator1" Row 10 prevelll SCGunng ollhe slone
hase durmg Ihe JetVac malnlenanCl' DlOcedure modesl hydraulrc 1101'1$ malnlalned
Bellon Induslrles
ProPex 2006, ProPex 2016 ProPex 2004
rX-60HS, FX-80HS
C-70NW
Bel tech 315 Slyle 883
FX-66
--. -- ---~-J
-~--
I
- ------J
I
I
,
----,
I
----- --1
--.- ----- -- -----1
Mllall 600X, Filterweave 403 Flllerweave 404
Geolon HP570, Geolon HP665, Geolon HP770 :
Call SlormTech at 8888922694 for lechnlcal and producl InlOfmallon 9
Acceptable Fill Materials
TABLE 4 - Criteria for Acceptable 3/4 - 2 Inch Washed, Crushed, Angular Stone
Acceptable Angu lar I Stones have sharp edges ami nilallvety plane sides with unpolished surfaces
~ubangular I Stones are similar to angular descriptIOn but have rounded edges
Unacceptable Subrounded -T st~nes have nearly p'lar18 Sides buj ha'{.e well-rounded corners and edges
Rounded Stgnes h~ve s[!lootbly, curved,~ld~s ang:no edges
NO TE Ser @ & CID Of 7ablf' 5 for (lrirfltlonfJl anoul(l/ stone reOUlrement.;;
TABLE 5 - Acceptable Fill Materrals
I @ Fill Mateflal from 18" Any sOIl/rock mateflals, native SOils Prepare per engineer's plans Pawd
l /0 grade :bove chambers or per en91 neer's plans Check plans installations may have stringent
for pavement subgrade reqlJlremen~ material and preparation reljlJlrements
I @FIII Material for 6" to 18. Granular well-graded 5011/ 3,357,4,467, A-l Compact III 6" hits 10 a minimum
elevatIOn above chambers aggregate mixtures, <35% fines 5,56,57,6 A-2 95% Standard Procto! denSity
(24. lor unpaved Installations) 67 68, 7, 78,8, A-3 Roller gross vehicle weight not
[ 89, 9, 10 to exceed 12,000 Ibs DynamiC
lorce nollo exceed 20,000lbs
I@ , Washed, angu lar stone With the 3,357,4467 No compaction requl red
! B Embedment Stone surroundlllg N/A
, and to a 6" etevallon above maJorlly of particles between 3/4-2" 5,56,57
Chamher~
@ Foundation Stone -
Washed, angular stone With the 3,357,4,467 N/A Plale cornpdcl or roll 10 achieve a
below Chambers malorlty ot parllcles between 3/4-2' l 5 56, 57 95% St'andald ProctO( DenSity
-~-
r
l
96.
I MAX
J~
18
10 Call Slorm tech at 8888922694 lor technical and product Information or VISit We
t OEPIH O~ SfQNE.
: TO BE DETERMINED
t BY OFSIGN ENGINEE.R _ __>_
0:,... .lE(C[E~~[E rUlf~ )\ i
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;~A'~~~lPLANNING 8. DEVELOPMENT
, '\,l'j\"~'d<t~\"l.Al.,< SERVICES t-' j..' '" ~
A <I' ~'4\~\ I F CLEARWATER I'; r. "
~~
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StormTech~
Requir1ements for Assembling
the StormTech Isolator Row (Optional)
g Rollout a continuous strip of AASHTO M288
Class 1 woven geotextile over the angular stone
lounda\lon so the open bottom area of Isolator row
chambers will be completely covered There must
not be any seams In the woven geotextlle Table 3
lists sUitable woven geotextiles
D Form the Isolator row by JOlnmg Stormtech
chambers centered over the woven geotextlle
See ReqUirements for Jommg Chambers In this
manual
D A short segment 01 pipe IS tYPically used 10
connect the manhole to the Isolator Row through a
StormTech endcap See ReqUirements for Attach-
mg Inlet Pipes In this manual lor direction on con-
necllng the pipe to the endcap
lIiI Drape a strip of AASHTO M288 Class 2 non-
woven geotextile over the row of chambers TillS IS
the same type of non-woven filter fabriC used as a
separation layer around the angular stone of a
StormTech system Seams are discouraged Table
3 lists sUitable non-woven geolextlles
o See ReqUirements fo[ Placmg Stone i1~~
ReqUirements for BadKfl/llF@'t81ISystem-tOJthIS
EJ ':.-,/{\..ILII\\f'l=::'
manual for dlrectlons n co 1~1jJ09,e~b~atZ1!f; lUJl "
Row Installation 'V U j I
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COVER ENTIRE ROW ITH"A'ASHTomt1J8tl (j)F CLEARWATER ,I,:: l' ',:
r 12 MIN 1025" MAX 00 PIPE INSPECTION PORT CLASS 2 NON-WOVEN
SET 1 5" FROM BOTTOM BY DESIGN SC 740 - 8 WIDE STRIP I rSTORMTECH
OF CHAMBER ~ 4~.LC 310-5 WIDE STRIP ENDCAP
J =/7T",44<.uL/..:L/.LLLLL~/mnN/'LL ~~- rr ~n";/.//LLLLLLLLLL/=-LLa-aZT!L1!I=I~
/ mm/ -I-'--l~~
~M1l -0. . - il_IL"_nifl~ <IlJ;:r
! II nl f~J/~~W'~J 11 ;
I ' } ~!11~1)J,II);( jl,
/ I 'A I 'l:.;!}J"~1 f:~ Ij:j ~n
I ml'! J~ ),I(~r~' -.l;
( i7--1-
\-
~ WOVEN GEOTEXTILE THAT MEETS AASHTO M288 CLASS 1
REOUIREMENTS BETWEEN STONE BASE AND CHAMBERS
SC 740 - 5' 6 WIDE STRIP
SC 310- 4' WIDE STRIP
The Stormlech Isolator row IS an optional row of
chambers deSigned to trap sediments In stormwater
and provide access for Inspection and maintenance
The StormTech Isolator row IS Simply a normal row
of StormTech chambers surrounded With lwo types
of filter fabriC A strip of AASHTO M288 Class 1
woven geotextlle laid down between the founda-
tion slone and the row of chambers, and, A strip of
AASHTO M288 Class 2 non-woven geotextlle
draped over the row of chambers The correct filter
fabriC must be Installed properly to prevent damage
to the system dUring future high-pressure water let
maintenance procedures Substitution With weaker
geolexllles IS not allowed See Table 3 on page 9 for
a list of Acceptable Geotextlles
II Ttiere IS always a manhole With an overflow
weir located Just upstream of the Isolator row ThiS
manhole diverts the first flows to the Isolator row
Overflow WIll then pass mto the bed's pipe header
system illS recommended that thiS manhole be
Installed prior to assembling the Isolalor row
o Instalfatlon of the Isolator row may begin after
the slone loundatlon IS laid and prepared per the
engineer's plans See ReqUirements for Excavatrng
and Prepanng the Site m thiS manual
Q USing stakes, sIring and paint, layout and
mark the location of the Isolator row Each cham-
ber IS 854 Inches In length when jomed Add an
addItional 16" at each end of the row's layout to
account for endcap geometry and working room
FIGURE 2 - StormTech Isolator Row Detail
Call StormTech at 8888922694 for teGhnl\81 t1nd produCI Information 11
, STANDARD LIMITED WARRANTY OF STORMTECH LLC ("STORMTECH"): PRODUCTS
,;
j.l''1i''
'A'i\I-:; Ii
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\ \hJPLANNING & DEVELOPMENT,
I ;d ~:~.It{';}\\"Ii'<~,< SERVICES ,\\ 'I. 11 \ '.
, ~:,r:, ';:'W CITY OF CLEARWATER 'j -: ~~
StormTech@
11\) TIll', Lln lIled Wan aOlty applies solely to the Slorm 1 ech
chambers ilnd el1dplates manulactured ov SlorrnTech arlrl
sold \0 Ihe onglno1l purct1aser (!he Purchaser) The
chambers ,mel enclplates are collectively relerred to as the
ProdUCIS
(B) 1 he st. uctural Integr Ily oJ tl1e Proelucts whell Installed
stflctly In accordance wllh StQrmTech s wrltlen Installation
InstructIons at Ihe time of Installation are warranled 10 the
Purchaser agamSI delectlve matellats and workmanship
101 one ( t) year from the dale 01 purchase Should a
defect appear In the llmlled Warranly penGel the
Purchaser shall provide StormTecl~ with wnttel1 nO/Ice of
the alleged delect at SlorrnTech s coroorale headquarlers
Wlthlfl ten (10) days 01 tl~e discovery 01 lhe defecl The
notice shall descnbe the alleged delecl In reasonable
del all SIOl mTech agrees 10 supply replacelnenls for Ihose
PlOduCIS ctelermlned by SlormTech to be Clefecllve and
coveredl)y thiS Llmlled Warranly The supply of replace
ment products IS Ihe sole remedy of 111e Purchaser lor
breaches of thiS t_lmlled Warranty StormTech's liability
speCifically excludE'S Ihe COSI of removal and/or Inslallatlon
of Ihe PloduCIS
(C) THIS LIMITED WARRANTY IS EXCLUSIVE THERE ARE
NO OTHER WARRANTIES WITH RE$PECTTO THE
PRODUCTS, INCLUDING NO IMPLIED WARRANTIES OF
MERCHANTABILITY OR OF FITNESS FOR A PARTICU.
LAR PURPOSE
(0) ThiS lImlled Warranty ollly applies 10 Ine ProduCIS when
If1e PrOducts are In"lal'ed In a Single layer UNDER NO
CIRCUMSTANCES, SHALL THE PRODUCTS BE
INSTALLED IN A MULTI-LAYER CONFIGURATION
(E) No representative 01 StormTech has Ihe authorlly 10
change thiS Llmlled Warranly III any manner or 10 extend
thiS limited Warranly ThiS Limited Warranty does not
apply to any oerson olher than 10 lI~e Purchaser
(r) Under no Circumstances shall StormTech be l,al)le 10 the
PlIlcl~aser or to any Ihud party for prodUCI Ildblllly claims
claIms arising from the deSign Shipment or H1stallallon 01
the Products or lI1e cost 01 other goods or serv.ces relat
ed to Ihe purchase and InSldllatlon of the PruduCls Fa.
thiS limited Walranly 10 apply the Products muSI be
Inslalled In accordance With all site COnUlIlOllS reqUired by
slate and local codes all other applIcable laws and
StormTech's wrlllen Instaltallon Inslrucllons
(G) THE LIMITED WARRANTY DOES NOT EXTENDTO INCI-
DENTAL, CONSEQUENTIAL, SPECIAL OR INDIRECT
DAMAGES STORMTECH SHALL NOT BE LIABLE FOR
PENALTIES OR LIQUIDATED DAMAGES, INCLUDING
LOSS OF PRODUCTION AND PROFITS, LABOR AND
MATERIALS, OVERHEAD COSTS, OR OTHER LOSS OR
EXPENSE INCURRED BY THE PURCHASER OR ANY
THIRD PARTY SPECIFICALLY EXCLUDED FROM LIMIT-
ED WARRANTY COVERAGE ARE DAMAGE TO THE
PRODUCTS ARISING FROM ORDINARY WEAR AND
TEAR, ALTERATION, ACCIDENT, MISUSE, ABUSE OR
NEGLECT, THE PRODUCTS BEING SUBJECTEDTO
VEHICLE TRAFFIC OR OTHER CONDITIONS WHICH
ARE NOT PERMITTED BY STORMTECH'S WRITTEN
SPECIFICATIONS OR INSTALLATION INSTRUCTIONS,
FAILURE TO MAINTAIN THE MINIMUM GROUND COV-
ERS SET FORTH INTHE INSTALLATION INSTRUC.
TIONS, THE PLACEMENT OF IMPROPER MATERIALS
INTO THE PRODUCTS, FAILURE OF THE PRODUCTS
DUE TO IMPROPER SITING OR IMPROPER SIZING, OR
ANY OTHER EVENT NOT, CAUSED BY STORMTECH
THIS LIMITED WARRANTY REPRESENTS
STORMTECH'S SOLE LIABILITY TO THE PURCHASER
FOR CLAIMS RELATED TO THE PRODUCTS, WHETHER
THE CLAIM IS BASED UPON CONTRACT, TORT, OR
OTHER LEGAL THEORY
""""'"
,a P52004
De/en/IOn RetentIOn Recharge
Subsurface Stormwater Management""
20 Beaver Road SUlle 104 I Wethersfleld ' Connecticut I 06109
860 529 8 t 88 ! 888892 2694 ! lax 866 328 8401 I www stormlech com
StorrnTeLli prOdULIS :JrP coveled by one or more 01 the tollowlng patents US Palenls 5401459 551 \ 903 5716,163 5588778 5839844
Cana(llan Patents 2 I ~8 418 Diller U S dnd FOlelgn PalenlS Pendlllg
PIIIHed III USA CO C opyl IQhi All flgnt;, lesel ved SIOlfTl T eeh LLC 2001
S08090 3 H P.4
lEB !lUSH
(,OVFR,.'\/(>f!
~
Florida Department at Transportation
605 Suwannee Straet
Tallahassee Florida 32399-0450
nlOM,u Y &ARRY,1Il...
SEc..JU:rAJty
January 27, /999
DaVId P KOLman
Southeasr RegIOnal Engmeer
Advanced Dramage Systems. Inc
600 E Landstreet Road
Orlando. FL 32824
Dear M r K07man
The Deparrment's Standard Speclfica"ons for Road and Bndge COnSlruc"qn havc recently been
changed to Include 42" and 48" HOPE pipe The OeDartmem requIres HOPE pIpe to be
manufactured dccordtng to AASHTO .\1-294, latesr revlSlOn, WIth the additIOnal requIrement that
the 'orrugatlOn s De ann ul.rr Rod Powers bas mspccled SOme 0 f Advanced Ora mage System's N-
Il annular corrugatLd HDPE pIpe (Typ~ S) and found that It meets the requlrementc; of the
Depamnem', speclficanon However, thIS letter does not supersede the reqUirement to furnISh a
certlficd"on that the plOe meets the Department's specIfications "'''h each supply ot pIpe on
FOOT proJect'>
SIncerely
~ f1((~
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,
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. '1;, !PLANNING & DEVELOPMENT
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\',[,1~ ,I.lt " SERVICES . ,
. '-1,,: CITY OF CLEARWATER
Sh<l\...." \11,'1 emor:;: r F
Stare Drainage EngIneer
WWW dot state II us
@ R(:C'rClEO P'''ER
I, G.n\r~ ,H"'{};I;f
.. DEP AR~~~~!~,.~< 2:~SPORT~!!2
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May 22, 1996
Mr James F Clemans
ReglOnal Sales Manager
Advanced Drainage Systems, Inc
600 East Landstreet Road
Orlando, Flonda 32824
Dear Mr Clemans
As a resu It of au r meeting of May ] 4, 1996, the folI OWing actlons WIII be taken by the Department
relatmg to rugh denSlty pOlyethylene (HDPE) plpe Changes WIll he l",trated wluch WIII proVIde
all 0 wanee to Use OptIonal types of pipe on all prOJl'cts The Contractor will be allowed to
deSignate an optIon to mclude HDPE pipe up to 36" drameter Unless restncted hy structural or
environmental CondItIons as Identdied by the dramage deSlgn process, the COntractor wllI have the
opnon to use any type IlSted In the plans Tim IS consIStent WIth Our present pla~s preparation
Drocess
We wI/I follow these same procedures should AASflTO adapt reVIsed gmdehnes for larger Sl1:e
HDPE pJpe
These cnanges wdl be tmplemented upon CompletIon of the specIfication reView process We
an IIcI pate Incorporating the reVlsed SPCClficatlon m the Sept ember Contract letting If yo~ deSire
to dISCUSS thlS actlon further, please Contact me at (904) 488-5596
S rncereIy,
,
\ ',: 'PLANNING & DEVELOPMENT l'
,'\~" , ,) SERVICES t ~)3
'. ~\I,"CllY OF CLEARWA TEFl '
ill eyo, P E
State Highway EnglOeer
o ~(C~~\W~
a ~ 12lID4
BOice]
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~ll ,\,jl,JH It I ("\ lUl"'ln ~ ~ I\.iNti""...h 'Ni l....~
'1.........1;:l'. J..o'l..J'--Jhnl.
l\lI( f r LLI~
HlIIsborough County
Flonda
c \n1~L""'n
IrrnN!.) ;m.,...II
].l;rL..t... lll..UI
rrUI\'\A"i."!v Lj
l~ T.J~ .....'nflu.1
Office or the Count)' '\dlnlniMHlror
[l,ln,el A Kleman
June 4, 2002
Mr James M Parker, P E
RegIOnal Engmeer
Advanced Drainage Systems, lne
1218 S W Ivanhoe Blvd
Orlando, fL 32804
RE- Use of Corrugated High Density Polyethylene Storm Plpe
Dear Mr Parker
1\ p1lryt 1''''1'1' A,JLn~~~[r.,jltL'tf
ll....lntl+lo~
f'\ "'''tJ,t"loIH f ...)tln.r', AJcrUt\l].l:(ilIlU;o.
.K.II!],., f }J:lm~
I U\lrl"':l HUlLh. ~u
l\tU~U\tl'( \h-l.'t<n\~!t'l...
ThIs letter 1S to rnfonn you of Hlllsborough County's posltlon on the use of HOPE storm
dram PIpe H1l1sborough County follows the FlondaDepartrnent ofTransportatlon
standard speclficattons for road and bndge constructIOn. The FDOT SpeclficatlOns
Book, 2000 addItIOn. outlines the reqUIrements for cOffilgated polyethylene pipe d.l1d
gives the Slze pIpes accepted as 12-mch to 48-mch, SectIOn 948-2 3, (RevlSI.~d) SectIon
948-1 7, polyvmyl chlonde Pipe IS also approved at Sizes fro~ l2.,mch to 48-IDl.h
Should the FDOT increase or decrease the SIze of any pipe product, Hlllsborough County
,
wlll follow the reVlsed FDOT specdicatlOo In conclUSIOn, HIllsborpugh County does nol
wnte speCIficatIOns on matenaIs, products and procedures as the testmg, research and
product inspectIOns have typLcally been performed by the Flonda Department of
Transportation J f your product and design has been approved by FDOT It IS approved
for use m Htllsborough County unless speclfically noted to be an unsUItable product for
the particular app!JcatlOo
I f you sho uld ha ve any q uestlOns, p lease feel free to call
Smcerely.
C~-;s;:~~
Eduardo J Ta~{p E, Manager
Storm water Management
cc Raben R Gordon, P E , DIrector of Engmeenng ServICes
Frnnk Deese, Seruor Engineer, Storrnwater Management
Charles Cox Jr, Sernor Engineer, Stormwater Management
File General COITe~pondence
POl( Office Box III 0 Tampa, F Jonda 3J 601
Web S,t" www t\1Usboroughcounr, O!"t
All A..ftl'lTl1.rl:l:~ o\t"fLO'lkt'ElJ,J.t"J()pporl'-i-'I'\Irj' [~f
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COMMIS,SIONE RS
BOARD OF COUNT\'"" COMMISSIONERS
PINELLAS COUNTY, FLORIDA
OEPART~MENl OF PUBliC WORKS
~..o COURT STREET
CLEARWATER, FLORIDA 33756
PHONE (72?) 464-3251
8AASAAA SKEEN TOOD
.<AAEN WILLIAMS SEEL
CA.l.VIN 0 HA.AR.rS
Sl..SAN ....A.TVAI...A
JOHN MORRONI
RoaERT a STEWART
K!:NNETH T WElC,.
CHAIRMAN
VICE CHI'<IRMAhI
A.ugust ] 3,2002
James M Park, PE, ReglOnaJ Manager
Advanced Drarnage Systems, lnc
] 218 S W Ivanhoe Blvd
Orlando, FL 32804
Re HIgh Density Polyethylene Pipe (HOPE)
Dear Mr Park
[n response to your letter dated July] 9,2002, please see the enclosed Pmellas County Specification for "Plpe
Culvert" You WlIl note that the second paragraph proVldes speclficatJans for HIgh DensIty Polyethylene Pipe
(HDPE) and reqUires that the plpe' meet or exceed the reqwrement~ of ASTM 01248 ASTM f81 0, ASTM
F667 and AASHTO M294~97" The speclficatlOn further states that Said-Ripe ~'sbalJ be eqUivalent to the
HDPE pipe manufactured by Advanced DraInage Systems, lnc or equal" ,
Tills snec1ficatJOn was approved tor the master file of Pmellas County spe~1ficattons on March 13, 2002
furthermore, thIS approved speCIfications IS also part of the "Pmellas County Pubhc Works Standard
Techmcal SpeClfical.1ons 2002" book, whIch should be publ1shed and m u~e hy October 2002
Based on the above, an engmeer-at-record, deslgmng a prOject for PmelJas County, has the optIOn of
spec1fymg RCP. pye or HDPE pIpe, depending on theIr profeSSIOnal Judgement of the proJe:::t needs The
<;electlOnJdeslgn must be certified by a profeSSIOnal engmeer l1censed m the State 'ofFlonda Afterwards, the
contractors are asked to bId on the deSIgn (1 e , pipe, ete ) certified by the cngmeer-of~ret,Qrd
We hope thIS clanf1es the County's pOSitlon regarding HOPE pipe
o ~-~~~~~
Herbst, P E , Dlrecror of Engmeenng
el as County EnglOeenng Department
~,
..
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II\} \1 !PLANNING & DEVELOPMENT
v,t \~t l'':'ttl<:" SERVICES ;
'\"~ ,ti\\J CITY OF CLEARWATER
_ ~ r5 2004
Enclosure
J RH/1 J F Icm
f \l!SEfL<;\WP<.lOc"l::NGINCER\TRANS\~ERNANr)J\CORRESV\DS N-12 I~(t<:, 10 J.m05 l'M~ doe'
"Pmellas County IS an Equal Opportunity Employer" · Member PlnelJas PartnershIp 101 a Drug Free Workplace t:J prlnled Of! fecvclprl n.:lr\<>r
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~'~t It
\ 1\ ~ \ iPLANNING & DEVElOPMENT 'Ii
,.It, l 'I "
". 1f:,Hl{\\l',r \. SERVICES 'f~, (',., J! l'
\ ,1 1 'S..I'.1' ~ ';I.' ,
\ ~ ~"i~~\~ <CITY OF CLEARWATER 1'<"1-. :'
<0' Hlll1.. .. /'1vn, , Ch,,, A,"...n. COYn,y Ad"nl....,,"
CYO'hl. ~. J'lly, ..e., C.d. En~"o".n. O'r...._
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"". R.Cldy C"".,," u'"'l.l , ~.lL I l'"gtn..!" ] 1
By ADS ORLANDO SALES,
407 438 1666,
Mdr- 39 17 36,
/
Page 1 12
:ngmeermg DIVISIOn
330 WCSI Qurch SU~
P.O Box 9005
Drawer #PW02
Bartow, FI... 33831-90:>5
Phone (941) 534-6700
FlU.: (94!) 5J..:-o;72l
1lo.mi of Gnnny Gnnmk)~
March 5, 1999
Mr. Wayne LIster, Sales Agent
Advanced Drcunage Systems, lnc
600 East Lahdstfeei Roaa
Orlando, Flonda 32824
o lE(clE~\'l~ljU' II;
J2t J 5 2DD4 U3
Re High DensIty POlyethylene Corrugated N.12 Pipe
>
'\ .t. ,
"\'~; !PLANNING & DEVELOPMENT 1-,,<,
i' { 1 J t ~
0. '" \ ,~J'r~'>~A., :SERVICES I ~"TI ',,,' ~ \J-,,}
\ '>\~~:~~i~'ClTY OF CLEARWATER ~'~", .'
Oear Mr LIster
, Polk County has re.ne""'d your requesl to allow high density polyethylene corrugated
N-12 pIpe (HOPE) for diainage, "",th,n Polk County nghIof w"ys: Th,s pipe" up to 36
If*lClles In qlameter~.m_ay bs1ytl,l!zed L.:nder the followmg ::,?,nd~jons ,< . ,
~ ~... - I ...
The pipe IS ',4lfized fo~ POSltl"e drainage "PP/J6ttl?n~ when so speafled by the
project Engineer of Record and approved by 'Polk CountY: It i~ not approved
for pressure applicatJons, "
The pipe continues to be an approved pipe by the" Flonda Department of
Transponalion and IS Installed In accordance With FOOT specmcatlons,
11,11 H'gh 000'''1 Polyethyl90S N-12 Pi"" (HDPE) mllsl.ba,fllanufactvred and
certified to meet most oxrent star'ldard of AAS/-fTO M-294-94,
MinImum caver for Hlgn DensIty POlyethylene Pipe (HOPE) shall be 21 Inches
The ends of pipe whIch orotrude from earth COver shall have a concrete end
treatment per FDOT standards for the partIcular type of end treatment.
H'gh Den,<,y Po/yetn/lene P,De snal~ net be used In areas where pipe flotation
may OCCUr U~155> sPoc,fled by the, P:O,2C[ EngIneer of Recor~ who has speCified
In the ploJecr plars ,ne methods to be u''''zed to prevent notation and has
obtaIned apo! OVStI rrorn Polk COUnty for I(s use,
[,I JI oPF"''l'"",,,, t"'flo '"
/
\
Mr Wayne Uster. Sales Agent
Re HIgh Density Polyethyfene Corrugated Pipe
March 5, 1999
'\
PagQ 2
All joints under roadways shall be water trght,
Use of perforated H'gh Density Polyethylene P'pe (HDPE) may be conSIdered as
an "alternative malenal' for french dram I exfiltretion trerich applications, when
so specIfied by l11e project Engineer of Record and approved by Poll( County,
"'"'"-..---.. ~ """.... ..................... ~-.....~........_-=--------
-An-Fr.9/> DeiisTtj POlyettiyTene Pipe (HOPE) will be sUbsea k;'lhe same test and
acceptance cntena as other pipe materlals USed within Polk County )unsdiclions,
Plastic ManhoJes are not approved for use at thIs time.
Please contact us IT you have any questions regardIng thIS matter.
~~
Xc
Mike Herr
Lance Davis
Wayne RegIster
G D .WIIIJs- Nabong, P E
J.~rry RItter.. E-E.. _ _
D~~~~W~ ~-~~
. dli 3Jlij 0
John E Howle, P E
Director of Engrn€lsnng
~~ ~~ ~Ir i
~ ~ ~ /PLANNING & DEVELoPMENT \-f ~l'
h~ta ,11\"1',' SERVICES ,.' ,I" ",l'-'!~~, 4:'
"\~ "',01\; el1Y OF CLEARWATER L\'~ l', j ,
.... - ---
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Ico rp oro te I'd en till C ot Ion
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W orl dWI d e
, SI9n Design
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Sign fnglnoell"9
Silo Survey
Pel mil Acqulslllon
Pvlon Signs
Well Slg~s
Bockllt Awnlng~
N eo n Me nufo ct un ng
, Inslollotlon
Chennel letlers
vdcuum forming
Olgltol 51g" DeSign
I
fOUl Colol PIOHI>
I
t,lobll~hed 1969
~~-l
TIlIOMAS
SIGN &1 AWNING COMPANY INC
I I
June 4,2004
\ \,1
\h ,PLANNING & DEVELOPMENT ~,\:~'lJ
~'\ >' SERVICES, I b~~,; BJ':;I~
, CITY OF CLEARWATER " ~~tfJ")
Master Sign Plan for,
Ft Hamson Retail Shoppes
511-535 S Ft Hamson Ave
Clearwater, Flonda
The Paradise Group
2901 RIgsby Lane
Safety Harbor, Florida 34695
727-726-1115
Freestanding Signs - OR I GINA L
None are requested for thiS development due to lack of phYSical
land area, along the Ft Hamson Road frontage
Developers
EXisting 3' X 6' Scotts, With 2' X 4' Cleaners will be removed and
properly disposed of
Wall Signs -
For Standard Tenants.
Shall be Individual, Internally Illuminated Channel Letters,
mounted on to an electrical raceway (painted to match the color of
each storefront)
Size - MaXimum area shall not exceed 6% of sIgn area of the
BUilding Storefront area
Sign Spans - Shall not exceed 75% of the store's Width, on stores
up to 30 feet In Width Stores With a Width of 30 feet or greater,
shall be subject to Landlord's approval for Sign spans greater than
75% of the Width
Letter Heights - to be MInimum of 18 Inches, up to a MaXimum of
32 Inches, including any space between copy hnes
Continued on next page
4590 llBTH AVENUE NORTH · CLEARWATER, fL 33762
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PLANNING & DEVELOPMEN" 1,~~ '
SERVICES " ,\'i ;t}l~t
1.-1l~~. 1
CI1Y OF CLEARWATER ." I
Master Sign Plan - Wall Signs for Standard Tenants -
Continued
MInimum Letter Stroke - shall be 2"
Depth of letters - Shall be minimum of 5"
Style - Shall be subject to Approval by landlord
Colors and Matenals-
Channel letter faces shall be made from Rohm and Haas
Plexiglas In the following colors
Red # 2415 Ivory #2146
Green #2030 Blue # 2051
Neon Tublng- Shall match color of the Sign faces
Red neon for red faces, green for green faces, blue for blue
faces, and #4500 white for IVOry faces
It IS suggested that Double Stroke neon be utilized, whenever the
size of the sign letter will facIlitate It
Aluminum channel letter Returns - Shall be made of a minimum
of 040 thIckness Returns shall be painted white, or same color
as the sign's faces, per landlord's directive
Face Retainers - Shall be made of 1" tnmcap, and are to be the
same color as the sign faces, or white as directed by Landlord
Raceways for the sign letters shall be painted the same color as
the wall or canopy surface
Electncal- Shall be per U l specifications, and sign shall bear
the U L label j
Placement - signs shall be centered hOrizontally and vertIcally on
the store wall area, and/or as approved by landlord
Master Sign Plan - Wall Signs continued
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" ".1" PLANNING & DEVELOPMENT ,cr)11
~ ~ :t'," , SERVICES ;~'~\,1
&' ~...\\~,,}.t I of> J: ....i;,,~ t!f1J ~. l~
I it/oJ! t 1.....( h'~~ iy
.', - h'l -ON OF -.QlEARWATER ,'", "', I J
Mounting - Channelletlers shall be mounted on raceways, which
mount directly onto sign canopy or fa<;ade surface Mounting will
utilize through bolts, or other, wIth no exposed electrical or
mechanical connectors All penetrations will be sealed With
sIlicone caulking
Anchor Tenants - Shall be allowed a sign area of up to 6% of
wall area of bUilding letter Sizes, styles, colors and placement
are subject to landlord approval
Banking or Fmancial Tenants - Shall be allowed Exterior
slgnage for their Dnve -In Teller BUilding facades, as well as their
A TM machine areas
landlord Approval Process - Three sets of tenants' requested
slgnage are to be submitted for review by the landlord Approval
by landlord IS Mandatory, pnor to any manufacture of slgnage
Shop drawings shall Include an elevation drawing of the store,
With the signs shown In place on the elevation drawing A cross
section of the requested sign, must be shown on the drawing
Any deviation, must be approved by the landlord In writing
MUnicipal Permits - Application for legal sign permits shall be
submitted to the City of Clearwater, Florida, or It'S successor for
their approval A copy of the landlord's Approval letter or
draWing Will be submitted With the mUnicipal permit application, as
proof of landlord approval All electrical wIfing to power the sign,
shall be performed by tenant's licensed electrician
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THIS DRAWING IS THI! PROPERTY or THOMAS SIGN & AWNING CO., I'IC. AU. RIGHTS TO ITS use POR REPRODUCTION AaI! Rl!S!IlveD IY THOMAS SIGN & AWNING
a.I Fl HARRISON RETAIL SHOPPES ~s PT
CO., INC. CLEARWATEIl, FL
AIlTlST DATI!
SM 6/7/0'"
STATI! SHE!T OP
FLA 1
~ !N~w2G!A!
45'90 118TH AVENUE NORTH 0 CLEARWATER, fL 33762
800-526-3325 0 727.573.77570 fAX 727-573-0328
37166
I
o APPROVED
o APPROVED AS NOTED
o REVISE & RESUBMIT
DATE:
DATE:
DATE:
-------------------
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