1960, 1979, 1980, 1981, 1990 SAND KEY SOUTH BEACH BELLEVIEW BILTMORE VILLAS
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SAND KEY- SOUTH
BEACH BELLEVIEW
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Best Copy
Available
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DOCUMENT CONTROL SHEET
RESOURCE DEVELOPMENT COMMITTEE/COMMUNITY IMPACT STATEMENTS
SUBJECT:
1. C'CM~\J""\'t"Iot \l"\..~~c...f ~'t'A-f\S~\A\j,.Yf ~tV'O ?~~\M\ ~.\~ ~\..A-,.,)
- ~\J?\A> ~6A-c...,", JSL ) S~r-Jo \<$i~ ( \j . <;. S\c"'€\...)
Data received by Planning Dept. V\P-r'"'\ '2", 19 ~o
Date of Distribution
'Mp."i 1.a , 19 go
A. City Courier B. Mail C. Hand Carried
METHOD OF DELIVERY:
(Principal Recipients)
COMMITTEE MEMBER
MAPS
DOCUHENTS
DELIVERY
BY
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COpy NO.
1. Ass't City Manager, Chairperson /" ~
for Operations (Haeseker) v"
2. Public Works Director (Battle) t- ~ ~
3. Traffic Engineering Director ~ ./
(Crawford) A
4. Building Inspection Director f\
(Ayres) ~ ../
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s. Parks & Recreation Director ./'"
(Wilson) v/ t\
6. Utilities Director (Rettig) /' I/' (\
7. Planning Director (Healey) -L- ~ C
8. Fire Department (Buhmeyer) V- I/' A
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9. Asst. Public Works Director ~
Environmental Division (Kenton) /' v
10. Energy Officer (Pe ddy) / v" A:
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Additional copies to:
Scheduled Meeting Dates:
Remarks:
R.D.C.
j-J~
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19 80
Extra copies on file in Current
Planning Division
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~ Realty Development
0msI0n of UnIted States Steel Corporation
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SAND KEY
SOUTH BEACH IV
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CONDOMJNIUM APTS
1480 GULF BOULEVARD
CLEARWATER FLORIDA
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Community
Impact Statement
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R[C~I' : 'i
. 27 1960
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WILUAMS . WALKER ARCHITECT. CHARTERED
~LANNE". · DaSIGNa..s . CONST"UCTION MANAGE"S
. ......a... 0,. TH. A.....,CAN INSTITUTE 01" A"CHI"~CTS
.445 COUltT STIt.IET CLI:AIIWAT." ,.LOIIIDA 335'.
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Community Impact Statement
Be I lev i ew B i I tmore V i II as
South Beach U
for
USS Realty Development
February 4, 1980
Copyright 1980
AI I Rights Reserved
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WILLIAMS & WALKER ARCHITECTS CHARTERED
PLANNERS. DESIGNERS · CONSTRUCTION MANAGERS
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
1445 COURT STREET CLEARWATER. FLORIDA 33516
May 27, 1980
Mr. David P. Healey, AICP
Planning Director
City of Clearwater
Re: Community Impact Statement
u. S. S. South Beach IV Apartments
Clearwater, Florida
Dear Mr. Healey:
This impact statement is submitted in fulfi I Iment of
Zoning Code Article XXXIV, Development Requirements and
Procedures.
We bel ieve the information herein is complete and accurate
concerning the proposed project and that you wi I I find the
project impact on the community is of a positive nature.
Please ask for further information that you may require.
Very truly yours,
WILLIAMS & wALKER ARCHITECTS CHARTERED
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Donald S. Wi I Iiams, FAIA
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DONALD S WILLIAMS F A I A
EDWARD H WALKER JR A I A
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TABLE OF CONTENTS
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Subject Page
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TITLE PAGE . . . . . . . . . . . . .. I
COV ER LETTER . . . . . .. ... . . . . . .. I I
TABLE OF CONTENTS . . . . . . .. ...... I I I
sea P E . . . . . .. ... . . . . .. I V
LEGAL DESCRIPTION . . . . . . . . . . .. A
LOCATION AND ACCESS . .. ........ B
SPECIAL FLOOD HAZARD AREAS . . . . . . .. C
FLOOD CONTROL . .. ......... . . ". D
LAND USES AND ZONING. . . . . . . . . .. E
D EMOG RA PH I CS . .... .......... F
TRANSPORTATION . . . . . . . . . .. ..... G
UTI LIT I ES . . . . . . . . . . . . . . . . . . H
PUBLIC SERVICES . . . . . . . . . ~ . . . . . .. I
HO US I NG ....... . . . . . . . . . . . . .. J
ARCHITECTURE. . . . . . . . . . . . . . . . . .. K
NATURAL ENVIRONMENT . . . . . . . . . .. .... L
ARCHAEOLOGICAL/HISTORICAL SIGNIFICANCE. . . . .. M
CULTURAL AND AESTHETIC IMPACT . . . . . . . . .. N
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FIN A NC I A L . . . . . . . . . . .... 0
CONSTRUCTION SCHEDULING . . . . " . . . . . . .. P
NON-LOCAL COORDINATION. . . . . . . . . . . . .. Q
EXHIBITS
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Greiner Engineering Sciences, Inc.
Site Soi I Investigation Report (11-79) Exhibit
Kemp, Bunch and J ac kson Arch i tects, I nc.
Site Plan
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PROJECT SCOPE
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Sand Key South Beach IV is a luxury condominium bui Iding
designed to provide 143 two bedroom seaside apartment units.
The faci I ity wi I I meet a housing need which is barely being
met in the Clearwater market area. It is expected that the
upper middle imcome residents wi I I be of positive economic
benefit to the community with a minimum demand on city
services.
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The bui Iding design and site development wi I I enhance the
neighborhood with crisp styl ing, minimum land coverage and
enhancement of the site with fol iage and landscaping.
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PROJECT SCOPE (IV)
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LEGA L DESCR I PT I ON
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Commence at the Southeast corner of Section 19, Township 29
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South, Range 15 East, thence run North 89 04' 07" West
2293.~5 feet along the South boundary of said Section 19
to a point on the center I ine of Gulf Boulevard; thence
run North 3f 58' 20" East along said center line 826.95
feet to the beginning of a curve with a 1909.86 foot radius
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concave Northwesterly; thence through a central angle of 9
07' 41" an arc distance of 304.27 feet to the end of said
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curve; thence run North 22 50' 39" East 716.53 feet along
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said center I ine to a point; thence run North 67 09' 21"
West 50.00 feet to a point on the westerly right-of-way
I ine of Gulf Boulevard, said point being the POINT OF
BEGINNING of SOUTH BEACH IV CONDOMINIUM: from said P.O.B.
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run thence North 67 09' 21" West 383.28 feet to an "X"
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on a concrete seawal I; thence continue North 67 09' 21"
West to the mean high water I ine of the Gulf of Mexico,
said point hereinafter referred to as Point "A" for con-
venience; then returning to the P.O.B. run thence South 220
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. 50' 39" West 451.73 feet along the Wester I y right-of-way
line of Gu I f Boulevard to a Point; thence 0
run North 67 09'
21" West 395.45 feet to an "X" on a concrete seawal I; thence
. continue North 670 09' 21" West to the mean high water'line
cal led Point "B" for convenience and binding therewith to
the aforementioned Point "A", together with al I riparian,
rights appertaining thereto.
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Containing 4.6 acres more or less.
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Information taken from survey by Greiner Engineering Sciences,
Inc., Tampa, Fla. January 4, 1980
LEGAL DESCRIPTION (A)
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LOCATION AND ACCESS
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The property is approximatelY4.6 acres on Sand Key lying
between Gulf Boulevard and the Gulf of Mexico. The water
frontage on the gulf is approximately 456 feet which is sea-
wa I led.
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Access is from Gulf Boulevard connecting north to Clearwater
Beach across Clearwater Pass Bridge, to the South Gulf
Beaches and to the Bel leair communities across Bel leair
Causeway and Bridge.
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LOCATION AND ACCESS (B)
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LOCATION
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SPECIAL FLOOD HAZARD AREAS
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The property fal Is from seawal I cap average elevation of
7.3 feet to a maximum elevation at Gulf Boulevard of 6.17
feet. The entire property I ies below the 100 year flood
plain elevation of 13 feet and is in a velocity zone. It
is planned the lowest occupied floor level wi I I be an
elevation of 17.50 feet M.S.l. The garage level wi I I be
constructed to elevation 8.0 at the high point sloped to
7.0 for drainage.
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SPECIAL FLOOD HAZARD AREAS (C)
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FLOOD CONTROL
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The natural water course is across the property from the
Gulf of Mexico seawal I to Gulf Boulevard with water in
excess of percolation being collected in a smal I reten-
tion area at the south corner of the property, thence into
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a proposed 18" storm sewer connecting into the existing
30 inch city storm sewer. Storm water collected on the
bui Iding is conducted by a twelve inch storm pipe to the
30 inch city storm sewer across Gulf Boulevard to the
harbor.
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Soi I test borings indicate a water table averaging 2.7 feet
below existing grade.
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FLOOD CONTROL (D)
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LAND USES AND ZONING
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The property is vacant.
Adjacent land Use
To the east on the harbor side of Gulf Boulevard is U.S. Steel
property scheduled for a future development.
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To the north is Sand Key South Beach I I I, twelve story,
143 unit condominium apartments developed by U.S.S. Realty.
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To the south is undeveloped land owned by U.S.S.
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Zoning is RM-54.
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LAND USES AND ZONING (E) 1
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G-ut~ o~ MEX'co
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C;UL~ Bl-VD.
"lAx PARO::L N.O. /9/2.5115 UNrn::D
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CI,E.A~WATcl< HARBoR
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oENrRAl NOTES
I r..,~ CJrAcr LOCArlON or TN€ Mcre" AND
TNE w IZ r,-_,...6 S CCV€ AND VALVE Wltt<<
/Xre~VI'l/I:D lJ" r#c A<<NITrer Ar rue nMC
or CON"STR/.ICTION rAIl' WAU~ "All! 1NtII./. <<
IlJsrA,~~(J ..,arM A MIIVIMUW OT .I or CUVCl'l
~ r#c CONTRAt:n:JIf $NAl.( VI'RIF'Y T/./&
(fJCArl(Ntl or .NC II! _reA tiNe 401"N ~
ANO VCHrlCAt l1~n:mE /lCISINN~ t:DNST ~
r/.lC SANITA"",, SEWER ro A~ .&YY AOJSl6(C
tX/IIVJ7.ICN MVO mM.tJf'E AN., Nt'CIUAIIV
"tutlSTMC"'T~ 1'0 F'/.J€ IWt>>7(C ~~..
a:wrtlCr oc-a.ut' SI.IOUI.D 'l'UCIfC IU tl55 TUilN
" or vcJtrlOU. Ct€4ItAI'<C <<rweeN r/./c WArc"
LINE _0 TJJC SANIT..IIV sCtlllrlt T#6 $4"1 SCW€/f
$NAil 6C C~UO IN" or a:J/VC"/I" 1'O/f A
U"N(STN ar I'() rccr sr.rr CtrN~ 8m€ or
rNC ~ 0; nil: ",..ro CINC
.$ rNC CONr"4<~ SWAtt (<<"17 rMr Clflsr
" "',. &.AS M..U.v 1'W<OJr 1'0 t'ra6V~"'MS ItW rJH
Il'4rA"AT1OAI or mc Id P(ier ,.VC PIPC' r..v/:
" SAN sewc" ~ ntl: '" WArCR MAH".
:::'
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CONSr """''''''*Xc TYpe "'7
rop Ct "61
INV ct ,. ""'~ IN' OVT
~ sr4 N~S ~HI.T
CD/NJr 14 /lc.c., pYPC eND $<<1?ItJiN
gC Sl-lCET C' ~ I<W'/"
INv Et .I"
($on sr.. Z9 00' :S/5 tT
CO/I.I$r 14 .tJCCM Pf"C l'1ID $LenON
IIV"" a 1!5
('-4)ctJtSf TYP' .uT ..a,,,,
CJl.ArrU "00
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lUrE IIVtlUO
SITE PLAN
BELLEVIEW BILTMORE VILLAS
SOUTH BEACH SERIES BLOG IV
UU(\I_ flOIlU
IC.U'P BUNCH a. JACKSON. AltCHITEcr$" INC.
GIlEINEA .. E':'G~~IEA:? ..;,::!~~s. I~C.
_'fC'I'''_''
Us~ Ft(ALTY D(VELDP.t.~l' DIVISION
rr-
I
-\
.
DEMOGRAPHICS
.
Estimated occupancy is two persons per unit, 143 units,
total 286 persons.
.
Chi Idren are permitted as residents, however U.S.S. Realty
Development experience in 190 Sand ~ey condominium units
occupied to date indicates a total of four high school
and/or col lege age persons. South Beach I I I, 133 appl ica-
tions to purchase, indicate no chi Idren. Therefore, the
impact on the publ ic school system of South Beach IV, 143
units, is anticipated to be ni I.
.
.
.
.
.
.
.
DEMOGRAPHICS (F)
.
.
TRANSPORTATION
.
Traffic generation 3.7 trips per day per unit (143 x 3.7 = 530)
Winter. Summer occupancy and trip generation wi I I be substan-
tially less. Estimated dai Iy average traffic on Gulf Boule-
vard Sand Key for 1981-82 is 7,930 cars*.
.
The impact on traffic of an additional 530 car trips is not
substant i a Ii enough to cause concern.
.
*Source Feasibi I ity Report Sand Key Development, Clearwater, Fl.
By Wi Ibur Smith and Associates, March 1978.
MASS TRANSIT
.
The bui Iding is serviced for publ ic transportation by Central
Pinel las Transit Authority Route 26, which runs buses every
two hours each direction from 8:30 A.M. to 8:30 P.M. daily
and weekends. Route interconnects with al I routes at
Park Street Bus Terminal, providing services to Dunedin,
East Clearwater, Largo, South Pinel las and the Gulf Beaches.
.
. Anticipated Publ ic Transit Oai Iy Ridership
1979 1980 1981 1982 1983 1984
- - - -
Max. 70 150 246 340 363 378
Min. 37 80 128 176 189 196
.
Avg. 46 97 160 219 235 244
.
.
TRANSPORTATION (G)
.
.
UTILITIES
.
(I) SANITARY SEWERS
.
.
.
Shown on survey 15" dia. main on the east side of Gulf
Boulevard with (I) 8" dia. tap, located near the mid-
point along Gulf Boulevard of the length of the property.
QUANTITY OF SEWAGE
Residential
100 gal Ion per day per person x
286 = 28,600 gal lon/day.
QUALITY OF SEWAGE
10010 normal human waste
Treatment wi I I be at the Marshal I Street Plant (ful I
tiercerary.
.
(2) WATER SUPPLY
.
.
.
t
.
Existing main 12" dia. west side of Gililf Boulevard.
Projected Requirements
Residential - 150 gal Ions per day per person x 286 =
42,900 gal lon/day.
2" dia. water service with 2" water
meter.
Irrigation - 2,000 gal Ions per month average. Plant-
ing areas and grass wi I I be sprinkled
with a separate 2" water service with
a 2" meter.
UTILITIES (H) 1
.
( 3) GAS
. Gas service is avai lable and wi I I be used to heat the
swimming pool and publ ic restroom water. Estimated
total quantity, 5,145 therms per year.
.
(4) REFUSE COLLECTION
.
Residential Apartments
Estimated generation - 143 units x 2 persons x
.5 yards/week = 143 yards/week.
Garbage and Trash - classification average
re side nt i a I .
.
Recap at eight yards x four units x five pick ups
per week
= 143 yards per week
= 7,436 yards per year
= 186 tons per year
.
ADDITIONAL SPECIAL EQUIPMENT AND MANPOWER NOT REQUIRED.
. .
.
.
.
.
UT , LI TIES (H) 2
t
.
PUBLIC SERV ICES
.
1) LIBRARY - added population 286 persons. New books
required 286 x .25 = 72 volumes.
Additional staff 286 = 0.15 persons.
2,000
.
2) HEA LTH SERV ICES
.
Short Term Hospital Current Patient P roj ected
Age Groupings Male* Days/M Population Patient Days
15-24 2 745.8 1.5
25-44 16 698.7 11.2
45-64 82 1366.7 11 2 .1
64-74 25 1920.4 48.0
74 - over 3 1945.1 5.8
TOTA L 128 Men 178.6 Patient Days
.
.
Age Group i ngs Female*
15-24 2 1029.6 2.1
25-44 20 1125.4 22.5
45-64 101 1022.2 103.2
64-74 31 1504.9 46.7
74 - over 4 1924.1 7.7
TOT A L 158 Women 182.2 Patient Days
TOTAL PAT lENT DAYS 360.8
.
.
.
Impact on Major CI inical Services
Obstetrical - NIL
Pediatric - NIL
Medical Surgical 360.8
Average Da i I y Census 360.8: 365 = 0.988 persons
Projected bed need @ 95~ occupancy = 1.04 beds needed
Physicians needed 286 = 1/3 D t
860 oc or
.
PUBLIC SERVICES (I) 1
.
.
.
.
Long term care persons over 65 = 63 x 5% = 3.1 7 95%
occupancy = 3.3 beds needed.
*Age groupings estimated from previous U.S.S.' sales
experience. Calculations based on criteria in U.S.
HEW Publ ic Health Service Pub. #930-B-3.
.
3) PARK SITES (not appl icable)
4) FIRE PREVENTION
.
1) Water main existing 12" west side of Gulf Blvd.
2) Existing hydrant 70 ft. south of north property line.
3) Fire stand pipe system incorporated, fire sprinkl ing
for corridors incorporated. Siamese connection on
east end of bui Iding.
4) Free unobstructed access'to site from Gulf Blvd. and
on site (see site plan).
5) Project is serviced by beach fire station #2 which
faci I ities manpower and equipment 'are adequate to
handle existing and known new Sand Key structures.
No.2 station is located approximately 4 mi les from
the site. City long range planning includes new
fire station to serve Sand Key.
6) Fire alarm system instal led and connected by ADT
to the fire station. In house security staff wi II
be trained in emergency fire response. Life safety
code in accordance with S.B.C. #504.
7) Estimated additional fire fighters required based on
popu I at ion 286 1 5 = 1/2 f' f' ht
1000 x . I re I g e r .
.
.
.
.
.
5)
-
POLICE PROTECTION
.
1) Estimated additional patrolmen required based on
population 286 44 t I
650 =. pa ro man
PUBLIC SERVICES (I) 2
.
.
HOUS I NG
U.S.S. Realty Development has found over the last six years
in Clearwater that the buyers attracted to their faci I ity
were 31% Florida resident~, 5% southern states residents
and 58% from the remainder of the United States and 6%
foreignl residents. Not all buyers are year round residents.
.
.
The price range of the proposed apartments vary from about
$84,000 to about $144,000 with a median price of about
$114,000. Estimated monthly maintenance charges vary
from about $116 to about $140.
.
.
Historic Sales Information--USS Sand Key Condominiums
REG I ON
Florida
.
NY/NJ/PA/OH/WVA
Midwest
New Eng I and
South
Ot he r U. S .
.
.
Foreign
Unsold Units
Total
*1460 Gulf Boulevard
.
.
.
SOUTH BEACH
~~
25 26
20 21
23 24
6 6
9 9
9 .9
3 3
o
95
I SOUTH
NO.
28
23
17
5
2
11
7
2
-
95
BEACH I I
"/0
29
24
18
5
2
12
7
2
SOUTH
NO.
-
50
26
20
5
7
16
9
8
-
141
BEACH I I I *
~
35
18
14
4
5
11
6
6
HOUS I NG (J)
.
ARCHITECTURE
.
(1) Compatibi I ity - the proposed structure wi I I be identical
in design to U.S.S. Sand Key South Beach I I I, constructed
to the north of the site. U.S.S. owns the land to the
south and east which is vacant.
.
.
(2) View Interference - The bui Iding wi I I reduce the publ ic
view of the Gulf of Mexico from Gulf Boulevard. Open
views of the Gulf of 135' and 155' on the north and
south side of the bui Iding wi I I be maintained. A
covered parking area is on the south side of the bui Iding.
.
(3) Shadow Effect - the longest shadow cast off the bui Iding
wi I I be at noon EST on December 21 and at 7:18 P.M. EDT
June 21 EDT. The shadow wi I I not touch existing
structures to the north nor patios and pool areas. See
Page K2.
.
.
(4) Energy Conservation - the bui Iding is designed to meet
the Florida State Energy Efficiency Bui Iding Code require-
ments. The designing'architect wi I I submit calculations
certifying compl iance with documents concurrently with
bui Iding permit request.
.
(5) Handicapped - the bui Iding and access to it and each
apartment wi I I be barrier free for handicapped buyers.
The apartment units meet the requirements for bathroom,
bedroom and kitchen access and clearances. Handicapped
persons may order an apartment equipped with assistance
bars and kitchen cabinet configuration meeting code
requirements for the handicapped.
.
.
ARCHITECTURE (K) 1
.
.
.
- I
I
I
I
I
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JUNE 21,AT 1:1t:>pMEDf.
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=-=
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.
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.
NATURAL ENVIRONMENT
I .
So i Is
The report of the Florida State Soi I Conservation Services,
Pinel las County Map #10, establ ishes the site soi I as (Ma)
Made Land.
Made Land (Ma) consists of mixed sand, clay, hard rock,
shel Is and shel I fragments that have been transported,
reworked and leveled by earth-moving equipment. Many areas
consist of material that has been dredged from the bay and
used to fi I I diked areas. Coarser sludge materials are
deposited near the outlet of discharge pipes and finer
materials settle in more distant positions. Rocks 1/2 inch
to twelve inches in diameter are common. Numerous si I ici-
fied oyster shel Is and some animal fossi Is occur in these
materials. Stratification is apparent in the water trans-
ported material. Materials transported by truck are
simi lar but they usually are sandier and do not contain
s i I i c i f i ed she I I sand foss i Is.
Made land is underlain at a depth of two to eight feet by
various kinds of material: In some areas it is underlain
by the sandy bay bottom and in others by tidal swamp that
has layers of fibrous peat twenty inches or less thick.
Some of the material transported by truck has been deposited
over sol id rubble consisting of chunks of concrete, dis-
carded appl iances and broken asphalt.
Recently deposited material shows very little profi Ie
development and has severe I imitations for plants. Top-
soi I, irrigation and special ferti I izers are needed for
good growth of lawns and ornamental plants.
NATURAL ENV IRONMENT (L) I.
.
.
(So i Is Cont i nued)
.
Coastal beaches (Co) consists of narrow strips of tide-
washed sand bordering islands and parts of the mainland.
Most areas are covered during storms and dai Iy at high tide.
These beaches range from a few feet to as much as 500 feet
in width. Long stretches are practically without vegetation,
but sparse salt-tolerant grasses and other plants grow in
places. Depth to the water table varies with the tide.
.
.
The beach sand has been deposited, mixed, and reworked
by waves. It is firm or compact when mo i st and loose when
dry. This sand is I ight gray to white and consists mainly
of fine quartz particles in which there are varing quanti-
ties of medium to coarse she! I fragments. The sand con-
tains a few, fine, rounded, weakly cemented very dark
gray to very dark brown particles.
.
.
Coastal beaches is used primari Iy for recreation. It pro-
vides habitat for shore birds. (No capability classifica-
tion; woodland group 9)
t
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PINELLAS COUNTY, FLORIDA NO. 9 & 10 NORTH
CLASSIFICATID~
SOIL
NATURA L ENV IRONMENT (L) 2
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2) VEGETATION REPORT - U.S.S. SOUTH BEACH IV
Prepared by Dr. Heyward Mathews
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The proposed construction site is a smal I parcel of barren
sand and shel I on the Gulf side of Sand Key. The site is
bounded on the east by Gulf Blvd., on the west by the Gulf
of Mexico, and undeveloped land to the south. The land to
the north:isthe site of a high-rise now under construction,
which is presently using the proposed site as a parking lot
for construction workers.
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This entire area of Sand Key has been greatly disturbed
ecologically for the last 10 years, so that there is nothing
remaining that could be cal led "natural vegetation". At
present the only plants on the site are a smal I clump of
young Austral ian Pines Casurina equisetifol ia, a single
Sand Myrtle Leiophyl lum buxifol ium, and around the pines
there are several species of native salt-tolerent grasses.
The remainder of the site is bare sand and shel I.
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Impact of Proposed Construction
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The present plan cal Is for the construction of a high-rise
in the northern portion of the site and a parking lot to
the south. The smal I pine clump is along the south boundary
of the site and could probably be retained, however since
the Austral ian Pine is an exotic and a problem in this area,
they wi I I be removed. Once construction is completed the
entire complex wi r r be landscaped with native trees and shrubs.
There are no rare, endangered or threatened species of plant
on the site. Therefore, the construction of the proposed
project wi I I have no significant adverse effect on the vege-
tation of Clearwater.
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NATURAL ENVIRONMENT (L) 3
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3) WILDLIFE REPORT - U.S.S. SOUTH BEACH IV
Prepared by Dr. Heyward Mathews
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The proposed construction site is a barren expanse of
sand and shel I along the Gulf side of Sand Key. The only
vegetation on the site is a smal I clump of Austral ian Pines
and a few native grasses. This 30 foot in diameter clump
provides the omly wi Idl ife habitat on the entire site.
The only wi Idl ife on the site appear to be a few anoles
Anol is sagrei and several Mourning Doves Zenaidura macroura.
There is a smal I population of the raccoons Procyon lotor
on Sand Key, but it does not appear that they frequent this
site very often, if at al I. There is an existing sea wal I
along the west end of the site, and no sand dunes so the
usual beach and dune community does not occur.
Impact of Proposed Construction
The absence of natural vegetation provides almost no wi Idl ife
habitat on this site. The proposed construction plan cal Is
for the removal of the smal I clump of pines, so the doves and
anoles wi I I have to move elsewhere unti I the site is land-
scaped. There are no rare, endangered or threatened species
or wi Idl ife on the site, and none would be expected to
frequent this area.
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There is no chance that the construction of the proposed
project wi I I in any way do any significant damage to the
wi Idl ife of Clearwater.
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NATURAL ENVIRONMENT (L) 4
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4) WATER QUALITY - U.S.S. SOUTH BEACH IV
Prepared by Dr. Heyward Mathews
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The proposed construction site is a barren expanse of land
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and shel I with no standing water or flowing streams. At
present the rain water collects in several low areas and
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evaporates or seeps Into t e coarse sand. After completion
of the proposed p~oject the surface runoff wi I I flow to
grassed swales to the north and south. From there it wi I I
overflow into several storm sewers that flow to the north
and eventually into Clearwater Harbor Pass. What smal I
amount that actually enters the estuary wi I I be quickly
dispersed by the strong tidal currents that move in and
out of the bay at this point, so there wi I I be no significant
change in the water qual ity of Clearwater Harbor and the
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Gulf of Mexico as a result of this project.
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ECOLOGY REPORT - U.S.S. SOUTH BEACH IV
Prepared by Dr. Heyward Mathews
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The proposed construction site is
along the GulfIside of Sand Key.
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a stretch of sand a~d shel I
The area has bui It up from
both accretion and dredging over the last 20 years, so it has
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only a short ecological history as a land ecosystem. It was
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left alone for some 10 or 15 years before being purchased by
U.S. Steel and bui It up a population of Australian Pines,
sea oats, and some sand dunes. In more recent times the
sea wal I was added and the site!cleared and graded so it
is back at the very start of the ecological succession
process. The few anoles and doves are not enough of a
wi Idl ife population to be significant as wi Idlife. There
is presently no surface water on the site,.a~? most of the
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runoff presently seeps into the sand soon a!ter a rain.
There are no sand dunes or intertidal zon~, so there is
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essentially no ,beach community on the site.
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Impact of Proposed Construction
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The present plan cal Is for the construction of a high-rise
on the site with a parking lot on the south end. This wi I I
cal I for the r-emoval of the existing vegetation, but since
it was of no real ecological value, this loss wi I I not be
a significant ecological change for Sand Key or Clearwater.
The final landscaping after construction wi I I provide much
more ecological habitat than presently exist. The site
contains no unique ecological communities.
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6) AIR AND NOISE QUALITY - U.S.S. SOUTH BEACH IV
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NOISE POLLUTION - maximum anticipated during construction
wi I I be from pi Ie driving for a span of two to three weeks,
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80 db. duration two to three seconds. Additional noise
levels of up to 65 db. from crane operation of duration
of 60 to 90 seconds, and men shouting 65 db. sustained
10 to 15 seconds. Construction noise exceeding 55 db.
wi I I cease between 6:00 P.M. and 7:00 A.M. in accordance
with county ordinance 74-11, baffl ing wi I I be used as
necessary to reduce levels to code requirements.
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Air pollution wi I I be I imited to on site vehicle and crane
operation and dust generated from excavated and scalped
areas. The excavated areas wi I I be kept t? a minimum, and
during dry periods wetted to keep dust down. .
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Bui Iding noise at occupancy wi I I be normal exhaust fans
25 to 35 db., air conditioning 25 to 35 db., (largely
vertical discharge) and vehicle noises 35 to 65 db.
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Common noise levels 35 db:'automobile, T.V. sound
75 db. trains and trucks
80 db. threshold of pain
100 db. (sustained) damage to hearing
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Pinel las County noise ordinance 74-11 55 db. maximum 6:00 P.M.
to 7:00 A.M. during construction 60 db. AIC or venti lation
equipment.
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AIR POLLUTION - contributed by vehicles wi I I be approximately
710 of al I that generated on Gulf Blvd. based on traffic
estimates and al I energy requirements wi I I be met by electricity.
There wi I I be no incinerator.
NATURAL ENVIRONMENT (L) 7
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ARCHAEOLOGICAL AND HISTORICAL SIGNIFICANCE
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The property is man made fi I I, or coastal tide washed sand,
therefore, there wi I I be nothing of value found on the site.
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ARCHAEOLOGICAL AND HISTORICAL SIGNIFICANCE (M)
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CULTURAL AND AESTHETIC IMPACT
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AI I art work, sculpture and mosaic design incorporated in
the structure and displayed in the lobby and corridors wi I I
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not be accessible for the publ ic use and enjoyment.
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CULTURAL AND AESTHETIC IMPACT (N)
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SOUTH BEACH II - Completed 9/74
95 Units--2 Unsold, 1 Resident Manager
Closing 1974 5
Sales/Closings 1975 - 5/14
Sa les 1976 14
1977 38
1978 15
1979 1
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SOUTH BEACH 1460 - Put on Market 3/78
141 Units - 8 Unsold
Sales 1978
1
12
9
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2Q
3Q
4Q
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.42
1.17
3.17
1. 25
.08
.33
4.00
3.00
10.00
F I NA NC I A L (0) pg. 1
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SOUTH BEACH 1460
Sales 1979 1Q 15 5.00
2Q 38 12.67
3Q 21 7.00
4Q 7 2.33
Tot a I A I I Bldgs. 1975 1976 1977 1978 1979
Sales
Rate/Month .58 1.17 3.42 5.67 6.83
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DEMAND
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Since project beginning, USS Realty has constructed or
is in the process of completing construction of 485 units
on Sand Key. At this time there are only 5 units avai 1-
able for sale.
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FI NANCIAL (0) pg. 2
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ECONOMIC IMPACT
Construction Phase Employment
The bui Iding wi II cost approximately $5,945,000 of
which 2.7 mi I I ion dollars wi I I be paid in wages and
benefits during construction. We estimate 1.6 mi I I ion
dol I a r s w i I I be p aid to ski I led and 1. 1 mil I ion dol I a r s
to unski I led workers over the 22 months of construction.
Permanent Employment
Continuing ful I employment anticipated to service this
project is (12) twelve employees by Bel leview Bi Itmore
Country Club Service Division, subsidiaryof U.S.S. Realty
Development plus (3) three by vendors and/or service
contractors retained by Bel leview Bi Itmore Country Club
Service Division.
FI NANCIAL (0) Pg. 3
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3. TAX EFFECT
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Municipal Economics
Cost Benefit
Expense Revenue
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The proposed project is expected to influence municipal
economics in a positive way.
Initially impact fees and bui Iding permit
Sewer 147 @ 475 $80,550
143 @ 75
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Impact 1530 @ 10i
Bu i I ding perm i t
Parkland contribution
Total initial contribution
to City
153
7,500
N.A.
$88,203
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Continuing Fees and Taxes*
Uti lit y @ I 010
City watJr
Garbage
Sewer
Gas
$2,069
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231
2,300
6,900
20,925
77,725
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Telephone
Power
Real Estate (advalorem)
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Revenue Shari~g**
state 1
federa I)
17,610
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FINANCIAL (0) Pg. 4
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Interfund transfer***
**Franchise, fines, forfeitures and
service charges
9,600
$135,060
TOTAL CONTINUING INCOME TO CITY
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*Based on current tax rates and uti I ity rates
**Straight I ine projection based on 1979-1980 budget
and population
For INCREASED COST OF SERVICES see next page.
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ITI NANCIAL (0) Pg. 5
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INCREASED COST OF SERVICES Fi rst Year
Cost or
Capital
Outlay
Po lice _ 0 _
Fi re 700
Street Lighting (existing) _ 0 _
Traffic Signals, Marking, etc. (not required) - 0 _
Bu i I ding and P I ann i ng Inspect i on 42,000
Parks & Recreation _ 0 _
Publ ic Works, Garage and Engineering _ 0 _
Housing & Redevelopment _ 0 _
Library - 72 books, 0.15 staff 600
Ut i lit i es*** _ 0 _
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SUB TOTA L
43,300
5,370
5,474
Nondepartmenta I (12.4"/0)
M i sce II aneous, adm in., I ega I, etc. (11.8"/0)
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COSTS TOTA L
REVENUE
$54,414
$88,203
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NET REVENUE OVER COSTS
FIRST YEA R (CONSTRUCT I.ON) $ 33,789
ANNUAL NET COMMENCING ONE YR. AFTER OCCUPANCY -0-
A nnua I
Operating
- 0 -
7,000
- 0 -
- 0 -
- 0 -
11,000
6,672
- 0 -
2,300
- 0 -
27,052
3,354
3,588
$33,994
$135,060
($ 6,836)
$101,066
***Sewer and water costs vs. income assumption results in an
interfund transfer included as other income to the general
operating fund.
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****Cost of providing services of the library, publ ic works and
parks and recreation are estimated from the added population as
a percentage of the total population on which the city's 1979-
1980 budget was based.
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F I NA NC I A L (0) Pg. 6
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FINANCIAL INTEREST
Owned and bui It by U. S. Realty Development division of
U.S. Steel Corporation.
Financed by U. S. Steel
Insured by independent insurance company selected by
condominium owners association.
FINANCIAL (0) Pg. 7
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CONSTRUCTION SCHEDULE
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U. S. S. Realty anticipates commencing construction mid 1980.
It is expected to be completed within 22 months.
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CONSTRUCTION SCHEDULE (P)
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NON-LOCAL COORDINATION
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1. Pinel las County - not appl icable
2. School Board - not appl icable
3. County Planning - conformance with land use plan
4. Health Dept. - not appl icable
5. SWFWMD - not appl icable
6. Tampa Bay Regional Planni ng Counci I - not appl icable
7. Florida Dept. Pollution Control - not appl icable
8. Dept. Natural Resource - not appl icable
9. Division State Planning - not appl icable
10. Coastal Coordinating Counci I - review of development
in coastal zone
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11. Internal Improvement Trust - not applicable
12. FHA - not appl icable
13. EPA - not appl icable
14. US Corp. Eng. - not appl icable
15. Bureau of Sport Fishing and Wi Idl ife - not appl icable
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NON-LOCAL COORDINATION (Q)
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Greiner Engine~ring
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BELLEAIR, FLORIDA
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SUBSURFACE SITE INVESTIGATION FOR
THE PROPOSED SOUTH BEACH IV CONDOMINIUM
ON SAND KEY, CLEARWATER, FLORIDA
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U. S. STEEL REALTY DEVELOPMENT
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PREPARED BY
GREINER ENGINEERING SCIENCES, INC.
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TAMPA, FLORIDA
7647,0000
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NOVEMBER, 1979
uss ~edty f
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REA'\ lJ:"V(; .)pmem _ '_#.
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DAV DEe 12 1979 .~?I (
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Report
of
Subsurface Site Investigation for the Proposed
South Beach IV Condominium on Sand Key
Clearwater, Florida
U. S. Steel Realty Development
Belleair, Florida
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General Site and Project Description
The project consists of a thirteen (13) story concrete-framed
condominium, adjacent parking and access roadway. Existing
ground has been cleared and is relatively flat, generally
varying from EL +4 to +5 MSL. Proposed grade will be as high
as EL +7 to +8 MSL.
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Investigative Procedures
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The field investigation was conducted by Florida Testing
Laboratories, Inc. of Clearwater, Florida in November, 1979
under the direction of Greiner Engineering Sciences, Inc.
BorIngs were located by GreIner EngineerIng Sciences, Inc. The
investigation consIsted of a series of eIght (8) standard
penetratIon test (SPT) borings. Borings were located as shown
In the attached plan. Two (2) borings, B-7 and B-8, were
drilled north of the proposed building at the request of U.S.
Steel Realty in the event of a buildIng location change.
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The SPT borings were drilled in accordance WIth ASTM 0-1586-67.
Briefly, this procedure consists of advancing the boring to a
predetermined depth via rotary wash method and then driving a
1.4-inch ID, 2.0-inch 00 split tube sampler using a 140 pound
hammer falling 30 inches. After'seatIng the sampler an initIal
6 inches, the blows required to drive the sampler one foot are
recorded as the standard penetration test, SPT, penetration
resistance, "N". These borings were utilized to define SOlI
types with depth, approximate soil shear strength and to secure
so11 samples for VIsual inspection.
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SUbSOIl Conditions
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Subsurface conditions are similar with respect to the type
of SOlI though not to the consistency of soil encountered
durlng the investigations for the adJacent South Beach I,
II, and III condominiums (Greiner Engineering report dated
January, 1978 and Law Engineering reports dated May 12, 1973
and March 21, 1972). Throughout the site, test results
indicate fairly uniform stratigraphy as summarized in Table
1. Actu3l goring logs are appended to this report.
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Ground water level was within three (3) feet of the ground
surface at the time of the borings.
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Structural Data
South Beach Condominium IV like Condominium III is thirteen
(13) stories high rather than eight (8) stories as were Bu~ldings
I and II.
It is rectangular in shape and approximately 91 feet by 267
feet long. Column loads will range up to 430 KIPS and average
about 340 KIPS. More than 80 percent of the loading is dead
load. Column spacing will be 13'-4" by 18'-0". P~le cut off
elevation is estimated to be +2.0 MSL. The ground floor slab
finish grade will be approximately Elevat~on +7 MSL and the
ground floor slab will be structurally supported.
Recommendations
South Beach Condominium IV Foundation.
It is our opinion, a mat or spread footing foundation would
result in settlement of the very loose s~lty and clayey f~ne
sands located 4 to 17 feet below the existing ground surface.
We estimate the resulting differential column settlements would
exceed 0.75 inches and would cause structural damage to the
building.
We recommend a foundation supported on 50-ton plIes driven
to limestone or to refusal in the hard-cemented calcareous
clay strata above the limestone. Mandral driven shell piles
are recommended because the mandral driving action should be
able to penetrate through hard clay layers that may overlie
soft compressible deposits. Dense sands above the clay may
require predrilling as deep as 30 feet below eXlstlng ground.
The necessity for predrilling should be based on test piles
driven near boring locations_
The minimum shell tip diameter should be 9 inches. The average
minlmum shell dlameter should be 10 inches. The minimum wall
thickness should be 14 gage and in addition must be substantial
enough to wlthstand the anticlpated hard driving.
The minimum size hammer acceptable should be specified as
19,000 ft-lbs. The Engineering News Formula should be specified
to define the minimum acceptable pile blow count. This blow
count should be maintained continuously for 2 feet or until
refusal is reached. Refusal is defined as 12 blows per inch
for at least 3 inches.
However, the intent of the spec~fications should be to seat the
plIes on top of the limestone. Top of limestone appears to
vary between generally EL -35 to EL -40 MSL. For purposes of
estlmating pile quantities an average plle tip elevation of -40
MSL is recommended. Assuming a pile cutoff EL +2.0 MSL, average
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driven pile lengths may be estimated at 42 feet. However,
the contractor should be prepared to install piles as deep as
60 feet should soft limestone pockets occur. As much as 15
feet of hard pile driving through hard clay strata can be
anticipated before the pile reaches the limestone and if the
pile and pile driving equipment are identical to that used at
Building III, no pile load test will be necessary since the
existing load test from Building III will be sufficient. If
the piles do not reach the limestone, pile driving operations
must stop and a maintained load pile test according to ASTM
0-1143-74 must be conducted.
If desired, a suitable alternate pile type is a 12 inch square
prestressed pile. Hammer equipment, driving criteria, and
length estimates are similar to those presented for the shell
pile. A load test is required for the prestressed Plle, if
selected. For estimating purposes the prestressed plle should
contain eight (8) 7/16" diameter stress relleved strands tensloned
to 18.9 KIPS each.
General Site Preparation
The slte should be cleared and grubbed so as to remove vegetation,
organic materials, etc. to a distance extendlng more than 5
feet past all proposed construction limits. The cleared and
grubbed material should be wasted offsite.
Fill should consist of clean sand. Fill should be placed in
one-foot thick maximum lifts and compacted wlth a minlmum 3-ton
vlbratory roller until 95 percent of Modlfled Proctor Dry
Density (ASTM 0-1557) is obtained. Density should be monltored
by In-place testing.
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TABLE 1 - SOIL STRATIGRAPHY
DEPTH (FT.)
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SOIL STRATA
Very loose to medium dense
fine to silty fine sand
with shell
4 to 6
Very loose to medium dense
slightly clayey to clayey
fine sand with clay seams
10 to 17
Loose to very dense fine
sand to silty fine sand
with shell
22 to 24.5
Very loose to dense fine
sand to clayey sand with
clay seams
28.5 to 39
Firm to hard sandy clay
to partially cemented
calcareous clay
41 to 44
Hard weathered limestone
(with seams of softer cal-
careous sandy clay to clay)
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STANDARD PENETRATION
TEST BLOW COUNT- "Nil
RANGE TYPICAL
2-36
15
0-14
1
6-64
25
4-31
6
5-100+
10-Upper 5'-10
50 thereafter
50+
50+
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· Standard Penetration Test Boring
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Handicap spaces must be adjusted to meet government standards.
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ENVIRONMENTAL MANAGEMENT ; :
1. Prior to certification, a landscape plan shall be submitted to Environmental
Management. . I I i
2, Prior to the Issuance of a building permit, a clearing ~nd:grubbing permit and
a tree removal permit (or a no tree verification form) are; required.
3. Pnor to certification, a coPY of the SWFWMD permit application and
calculatlns shall be provided to Environmental Management.
4, Storm water retention calculations and details for existing detention are~
shall be submitted to Environmental Management.
PARKS & RECREATION
No comment.
Motion was seconded by James Goodloe and carried unanimously.
,
Connie Mudano was present and wanted to let Mr. Shuford know that at the I
Bellealr Town Meeting Tuesday night, that these were the items they discussed
and more information would be sent to him soon.
ITEM #2:
JMC Condominiums, Inc. (PSP 94-18)
Attached site plan IS a result of a Circuit Court Settlement Stipulation, and
does not require City Commission approval.
APPROVE SUBJECT TO CONDITIONS
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Pertinent comments from the Department representatives are incorporated into the
motion listed below. l " '" 'n: 'f
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DISCUSSion regarding property background ensued. Maximum open space, keeping
an open view between buildings, density, Side and front setbacks, boardwalks for
public access, and chainlink fence/hedge usage were some of the issues discussed.
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MOTION: Lou Hilton moved to approve the conceptual preliminary site plari~
subject to the follOWing conditions: ' 'j
CENTRAL PERMITTING
1, Signs and fenCing/wails are subject to separate review and permitting .
processes. :;'>, . \~
2. The requisite bUilding permits must be procured within 18 months from:the
date of certification of the final site plan and all requisite certificates of I,
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ORe MINUTES 3 06/23/94
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occupancy must be obtained with five (5) years of the date of certification
of site plan.
3. Prior to the issuance of a bUilding permit, a DEP permit shall be submitted
for review in regard ~o any bUilding seaward of the CCL line.
4. The related final plat shall be recorded within one (1) year from the
certific~tlon date of the preliminary plat or prior to Issuance of a certificate
of occupancy, whichever comes first.
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FIRE DEPARTMENT
1. The lTlinimum TURNING RADIUS for designated drives and fire lanes shall be
42 feet.
2. A FIRE HYDRANT ASSEMBLY shall be Installed not more than 300 feet from
the structure, north of the entrance at Gulf Blvd.
3. If structure requires or has installed an automatic fire sprinkler system, a
FIRE DEPARTMENT CONNECTION shall be Installed a minimum of 15 ft.
from the structure, adjacent to a paved and Within 30 ft. of a fire hydrant
assembly.
GAS DEPARTMENT
Informed the representatives on the availability of a gas connection for use for their
building and stated that the line is on the west Side. He asked for a site plan to be
sent to hirT1 to look over.
BUILDING DEPARTMENT
No COrT1ment.
PUBLIC WORKS/ENGINEERING
1. Prior to certification, the Dumpster Requirement Form must be completed
and returned to the City Sanitation Department.
2. Stormwgter retention calculations and details for eXisting detentIon area
t
srall be submitted to Environmental Management.
3. A Plnellas County Public Health Unit Permit, Ingress/Egress and a 10' Utility
Easement over the proposed water mains up to and including meters,
backflow preven~ion devices and hydrants are required prior to the Issuance
of a Building Permit.
4. Backflow prevention devices must be installed by the City With applicable
fees being paid by the owner.
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TRAFFIC ENGINEERING i
1. ~andicap spacesl mu~it be adjusted'to meet government standards,
2. Prior to certification, the applicant shall obtain a County permit for access to
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the site from Gulf Boulevard.
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ENVIRONMENTAL MANAGEMENT
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06/23/94
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1. Prior to certification, all protected trees shall be shown by size, speCies, and
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location. I I
2. Prior to certification, :the total paved vehicular use area and total Intenor
I~ndscape area calculations shall be expressed In square feet and as a
percentage of the overall site in the site plan data block.
I
3. Prior to the issuaflce:of a building permit, a cleanng and grubbing permit and
a: tree r~moval p~rmi~ (or a no tree venflcatlon form) are reqUired.
4. p'rior to certification, ia copy of the SWFWMD permit application and
calculations shall be prOVided to EnVironmental Management.
5. prior to certification, the site plan must reflect the use of raised curbs or
protective timbers where interior landscaped areas abut pavement.
6. Prior to the Issuance of a bUilding permit, the DEP Coastal Destruction
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Permit shall be provided to Environmental Management.
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PARKS AND RECREATION
1. The app)icant shall contact Parks & Recreation for the reqUired
recreation/ope~ space assessment fee, which shall be paid prior to
certificC'!tion.
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Ream VVilson seconded the motion. Then Lou Hilton amended the motion: to
approve this conceptual plan with the understanding that we need additional
information, such as the final Engineering drainage calculations and site plans,
subject to the conditions stated above.
ITEM #3:
U-Haul (PSP 93-18)
The applicant has been to DRC pnor to this meeting, and IS returning With
major reviSIons as directed by staff. The applicant is combining abutting
City property to its recently annexed U-Haul bUSiness which was located In
the unincorporated County. The applicant has prepared a site plan
incorporating the two properties for DRC approval.
An explanation of the project and that he has completed the re-zonlng changes
ensued. Discussion included: load/unloading areas, no access to Sunset POint Rd
shown on plan, fire lanes, required setbacks, landscape buffer, hydrant locations,
and signage. Mr. Scime was asked to meet With the Fire Marshal and TraffiC
Engineering to talk over concerns. Mr. Scime was Invited to come to a BUilding
Plan Review meeting on Wednesday's, to assist obtaining a bUilding permit. Fees
were also discussed.
Motion was made to continue this item to the next meeting. Don Meenans
seconded the motion. Motion carried unanimously.
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ORe MINUTES
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