FL00-09-35
FL 00-09-35
MOELLER
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2104
72
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FLEXIBLE DEVELOPMENT REQUEST
CASE
PROPERTY SIZE (ACRES)
PIN, ...
ATLAS
PAGE
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,5
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I EXISTING SURROUNDING USES
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! OWNER:
1 CASE
,
I I PROPERTY SIZE (ACRES)
, SITE
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ATLAS
PAGE
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rl'LICA TION Fon. SITE _ LAN APPROVAL
PLANNING & DEVELOPMENT SERVICES ADMJNJSlRATION
MUNICIPAL SERVICES BUILDING, 100 sourn MYRTLE AVENUE, 2-.1 FLOOR
PHONE (727)-562-4567 FAX (727) 562~4576
I. I I I
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This form must be sub milled lor all appllcallons for resldenlial uses, accessory uses, nonresldantlal uses, fences,
SIgns, vested rights, development agreements, seawalls, docks, marinas and other marine structures and home occupal1ons
APPLICANT, PROPERTY OWNER, AND AGENT INFORMATION:
Scott & WanQa Moeller
rL 00- dc) ..lb-
APPLICANT NAME
MAILING ADDRESS
2717 Seville Blvd. #9108, Clearwater, FL.
33764
PHONE NUMBER
(727) 726-3660
FAX NUMBER
(813) 854-4522
PROPERTY OWNERS
Scott & Wanda Moeller
(list all owners)
AGENT-NAME
n/a
e Copy
Availii6le
CK. NO.
nA~
MAILlNQ ADDRESS
PHONE NUMBER
FAX NUMBER
-- l:f~,~ -cr7ou -OOG - 07 0
PROPOSED DEVELOPMENT INFORMATION:
STREET ADDRESS:
2104 Winqs Way, C~earwater, ~A~ 33759
Attached
LEGAL DESCRIPTION:
PARCEL NUMBER:
Parcell of Section 32, Townsn~p 28 South, Range 16 East
PROPOSED USE AND SIZE:
Res~dential home cOMpris~ng 3000 slf'
(number of dwelling unlls, holel rooms or square foolage of nonresldenllal use)
SIZE OF SITE; 1/2 acre
UWner1s nave a tl~, easement on the west s~de of the pLupe ty.
DESCRIPTION OF REQUEST: Land ::S2.wners are requesting a 5' setbac~n the northerly
side of the parcel in an attempt to save trees.
DOES THIS APPLICATION INVOLVE THE TRANSfER OF DEVElOPMI:NT RIGHTS? YES _ NO L
r, the undersIgned, acknowledge that all
represenlallons made In this application
are true and accurate to the best of my,
knowled e J
FOR PLANNING OFFICE USE ONLY:
LAND USE DISTRICT OF PARCEl.:
WNING ClASSIFICA nON OF ADJACENT PARCELS
FUTURE lAND USE CLASSIFICATION OF ADJACENT PARCELS NORTH
ZONING,_l-- 0 R FUTURE DESIGNATION:
NORTH 1 0 fZ- SOUTH t.ot\.urY EAST LNOI2..L WEST ~Cl.\....rr '(
SOUTH
EAST
WEST _
-r) t..p-J (9
; fJppllci'lhon formsfdevelopment revlew/bilsic application doc
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OR ~~...,u .\\
HOW FOR AND
Thl'S- U'Uitrumen1' W01 pre pored oy
Larry K. Meyer
RICHARDS, NODINE, CILKEY.
FITE, MEYER & THOMPSON, P.A..
1253 P....k SU'efl
CLEARWATER, FLOlUDA 33516
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!f1nled for lowven' T'lle Guaranly Fund. Orlando, Florida
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ltlfarranty laeed
(STATUTO RY FO RM - SEOION 689 02 f S )
Wqill Jttbenturr. Made 'h" .3o:r:J..;
GWENDOLYN STULER, a s~ngle woman
ol.he County 01 P~nellas , Slale 01 Flor~da
LARRY B. WING and MARCELLA MAE WING, h~s w~fe,
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fll~J SE? 2 1 2g00 jJ U J
E L 207096 70 9ffij'{f{. an~O~W
?LA~,rJl")~,~m:\jEr-~~~gITp~VCB '
:> 1..:1 r'r OF t;lEA " .' ' "
who.e po" oH, ce add.e.. "
601 Oak Leaf Boulevard, oldsmar
olth.. County 01 P~nellas Slole 01 Flor~da 335":,-7 ,grantee'
mtlnt'IIIIe1~. That scnd gronlor, tor and ,n con..de,ot,on 01 the .um 01 TEN AND 00/100----------------
-------------------------------------------------------- ($lO.OO}-----
Dalla"
and olhe. goo d a nd va I ua b Ie co n.. derollO n. 10 .c>ld g ronlo. .n ha nd po, d by '0' d g rQ nt.... the rece, p I w hereo f .. hereby
acknowledged, ho. granted, ba'go,ned and said fa thI .o,d gron'"" and g,ant"e'. he,,, and a"'9n. lo.e~er, the fallow,ng
de"r1bed land ..Iuote lying ond be,ng on P~nel as County Flondo to-w,t
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PARCEL 1: The Easterly lS3.31 feet of the South 1/2 of the
East 1/2 of the Southeast 1/4 of the Southwest 1/4 of the
Southeast 1/4 of Sect~on 32, Townsh~p 28 South, Range 16
East, less and except the Southerly 33 feet for road r~ght
of way;
AND
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'2:
PARCEL 2: The North 1/2 of the East 1/2 of the Southeast 1/4
of the Southwest 1/4 of the Southeast 1/4 of Sect~on 32,
Townsh~p 28 South, Range 16 East, all ly~ng and be~ng
s~tuate ~n P~nellas County, Florida.
SubJect to the terms and cond~t~ons of that certa~n mortgage
dated and f~led 4/22/76 from Allan R. Stuler and Gwendolyn
Stuler, h~s w~fe, in favor of Charles E. Marsh and H~lda M.
Marsh. h~s w~fe, recorded in o. R. Book 4402, page 1927,
publ~c records of P~nellas County, Flor~da, hav~ng an unpa~d
pr~nc~pal balance of $ 36,964.62 wh~ch the grantees here~n
he,..6\?I%hlf1SorMflth'l<1JiPff, .ts~ ~~ find w,1I defend the same ogolO" the low/ul do,m. 01 all
Qnd sa,d grantor doe.
penon~ whQm$Oever
<< nGrontor" and ~~grcntee1t Qre used for Singular or plurot 0:5. context requlte:S.
ltnp II II . ~ erp n f. G ro nto, ho. her"eu nlo .et g.o nlor'. ho nd 0 n d .eo I th" doy and yeo. h rsI above wn tlen
ned, .eoled and d~d '~nce
--N1;.--/f/ii:-o, Affi;~lj
Gwendolyn Stul
(Seal)
?(~~.&~
(Seal)
(Sean
,Seol)
STATE OF Flor~da
COUN~ OF P~nellas
I HEREBY CERTIFY thol on th.. doy belore me on ofhcer duly quollloed to take o~knowledgmenl. personally oppeo.ed
GWENDOLYN STULER, a s~ngle woman,
to me known to be the person descnbed ,n ond who ex,,<,uted the 10.ego'"9 ,n.t.ument and OCk;?O I"dged before me thol
S he exeC\lled I he So 10 e
WITN~~'ftr:~ on; ol/oc,ol .eol ,n the County and Stote 3 {/ v.... doy.1J ,,, 1_ ~J
1919-~,.-:, ~?:.<'~ _ _ q ~
My commlS,"on e;,p""s ::.... Notary Pubhc
.
NOT.Ar..'\!fl'BLiC E;t.,,_<> Of Florlda At Largo
My eo ;'"'1 ".,Con E",,,.~~ !l.o;~'l1b~- .3 1980
Bo~ll.'} ('no>. ("eneur.lmrur~nce \.lld.rw...",l'll
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CITY OF
CLEARWATER
"
PIANNING & DEVELOPMENT SERVICES ADMINISTRATION
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUII.DING, 100 SOUTH MYRTIE AVEN"UE, CLEARW4.TER, fWRlDA 33756
TELEPHONE (lZ7) 562-4567 FAX (727) 562-4576 ..
/
December 5 2000
Scott and Wanda Moeller
2717 Seville Boulevard, #9108
Clearwater, Flonda 33764
RE Development Order regardmg case FL 00-09-35 - 2104 Wmgs Way
Dear Mr and Mrs Moeller
ThiS letter constitutes a Development Order pursuant to Section 4-206 D 7 of the Community
Development Code
On November 21, 2000, the Commumty Development Board reViewed your apphcatJon for
FleXible Development approval to reduce the SIde (north) setback from 15 feet to five feet and to
Increase the height from 30 feet to 31 feet, as part of a ResidentIal Infill Project The proposed
use IS a 3,000 square-foot smgle-fanuly dwellIng Based on the apphcatlOn and the staff
recommendatIOn, the Board found that the proposal IS In complIance with the standards and
cntena for a Residential Infill Project, the maximum development potential standards and all
other applIcable standards of the Cornmumty Development Code The Community Development
Board approved the apphcatlOn
Pursuant to SectIOn 4-407, an application for a bUlldmg pernut shall be made withIn one year of
Flexl ble Development approval (December 5 200 t) All reqUired certl fie-ates 0 f occupancy shall
be obtained WithIn one year of the date of Issuance of the date of the bUildIng perlTIlt Time
frames do not change wIth successive owners The Commumty Development Board may grant
an extension of time faT J. penod not to exceed one year and only wlthm the ongll1al penod of
vahdIty
Please remember that a bUildIng permit and Impact fees will be reqUired pnor to the constructIOn
of the project Should you have any questIOn:>, pledse call Ryall GIvens, Planner at 727-562-4504
Very truly your'),
/)"!/h ~tf7-
Gelald Flgurskt, Chairman
Commumty Development Board
BRIAN J AUi'.(.ST, MAYOR COlhlllSSIONtR
J B JOHNSON, Viet M,WOR-COMM1SSIONCR
r.D HART, COMMISSIONER
\
*
BOB (L>\RK, COM\ll~~IONFR
r:o HOOPER COMMISSIONER
,
"
"F QUAI FM PI OYM FN I AND Ai'i' IRMA llYE ACTION" C.MPLOYER"
TransmIttal DIsplay
,
CAMf)EN~
Page 1 of 1
TRANSMITTAL LETTER
ProJect' [#1171 Grand
Bellagio at Baywatch
View Date 10/3112001
Camden Development, lnc -
Flonda
5100 W Lemon Street, SUite
107
Tampa, FL 33609
Phone 727-536-9395
Fax 727-536-9697
Transmittal No #117-
00094
To
Date Sent 1 0/31/2001
Phone
Attn
From
City of Clearwater
100 South Myrtle
Clearwater, FL 33758
(127) 562-4567 Fax
Mr, Kevin Gamot
Kip Cockrell
Project Engineer
Tie-In Surveys for Out-BUildings
Subject
Items listed are being sent
IX Enclosed
r Under S,eparate Cover
IX Via Hand Delivered
Two 6\tbf'Jeo p...t..i'O <<'"~L.Et:>
$T"5 of ThS-\lJ "8J~VEYS
We are transmitting the following to you
r Product Data r Samples
C Architectural Drawings r Letters
IX Engineering Drawings r Change Orders
r Shop Drawings
n SpeCifications
r Submittal
r Plans
r Addenda
n O&M Manuals
r Pnnts
Remarks: Please see the attached Tie-In Surveys prepared by King Englneermg for your use and review
Please review and adVIse
COPIES TO Readrng File
Received BR-D~~
Date I ~ I '! " {O \
[O)~(i]~O\H~
lID NOV I 9 2001 ~
CITY OF C! EARWATER
PUBLIC WORKS ADMINISTRATION
roJ ~@~DW[E nil
lJU OCT 3 1 2001 W
DEVELOPMENT SERVICES OEPT
CITY OF CLEARWATER
http II earn den eonstruetware com/Tran sm! tial s/Trans _ Prey! ew as p?ProJ eetID= 1 0216& tran sD 10/3 I/O 1
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4921 MEMORIAL HIGH'w'AY
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TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
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ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
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35.00'
55.50'
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303.00'
74.87'
234.00'
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58.00'
54.00'
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115.01'
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123.65'
2.80'
3.49'
140.16'
44.35'
37.38'
82.20'
368.22'
18.72'
52.26'
34.40'
212.54'
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-- . - --
NORTH LINE OF SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST
- -
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PREPARED FOR:
4921 MEMORIAL HIGH'WAY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 - 880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.col.l
:;~
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4.56'
4.21'
93.73'
6.39
67.42'
1.40'
1.74'
72.25'
23.11'
19.37'
51.44'
184.95'
9.59'
29.52'
17.91'
154.92'
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9.05'
8.37'
95.51'
11.76
118.67'
2.80'
3.49'
138.08
43.47'
36.74'
74.49'
367.38'
18.50'
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39'42'28"
36'55'37"
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PREPARED FOR:
4921 MEMORIAL HIGHWAY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.coM
GRAND VENEZIA A T
BA YW A TCH L.P.
GRAND VENEZIA
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FOR NOTES AND LEGEND
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4921 MEMORIAL HIGH'w'AY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.col.l
ENGINEERING ASSOCIATES, INC.
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5-08-01 SHT. 5
SCAI..Eo
NJ. DATE REVISmNs APP'D 1'=30' [F 8
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58.00'
64.00'
LENGTH
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37.38'
44.35'
TANGENT
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19.37'
23.11'
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PREPARED FOR:
4921 MEMORIAL HIGH'JAY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.cOM
GRAND VENEZIA AT
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GRAND VENEZIA
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SCALEt
NIJ. DATE REVISllJNS I\PP"D 1'=30' IF 8
BY
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PREPARED FOR:
-
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ASSC>CIA TES,
INC.
4921 MEMDRIAL HIGH'w'AY
DNE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 - 880 - 8881
FAX 813 -880 -8882
E-MAIL klng@klngeng/neer/ng.col.l
GRAND VENEZIA AT
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ENGINEERING
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A tract of land lying within Sections 20 and 29, Township 29 South, Range 16 East,
Pinellas County, Florida and being more particularly described as follows: Commence
at the Southwest corner of said Section 20; thence alon9 the South line of said
Section 20 S89019' 48"E, for 721.40 feet; thence S00027 22"E for 43.51 feet to the
POINT OF BEGINNINGh said point also being a point of intersection with a non-tangent
curve concave to t e South; thence Easterly along the arc of said curve with a
radial bearing SOo027'51"E, and having a radius of 35.00 feet, a central angle of
14051'42", an arc length of 9.08 feet and a chord bearing S83'02'OO"E, for 9.05 feet
to the point of reverse curvature with a curve concave to the Northr. thence Easterly
along ttie arc of said curve, having a radius of 35.00 feet, a centra angle of
13043'39", an arc length of 8.39 feet and a chord bearing S82027'58"E, for 8.37 feet
to the point of tangency; thence S89019' 48"E, for 111.84 feet to the point of
intersection with a non-tangent curve concave to the Northwest; thence Easterly
along the arc of said curve with a radial bearing NOo040'13"E, and having a radius of
55.50 feet, a central angle of 118044'10", an arc length of 115.01 feet and a chord
bearing N31018'08"E, for 95.51 feet to the point of intersection with a non-tangent
curve concave to the Northeast; thence Southeasterly along the arc of said curve
with a radial bearing N61056'04"E, and having a radius of 15.00 feet, a central angle
of 46'10'01", an arc length of 12.09 feet and a chord bearing S51008'57"E, for 11.76
feet to the point of compound curvature with a curve concave to the North; thence
Easterly along the arc of said curve, having a radius of 125.00 feet, a central angle
of 56&40'40", an arc length of 123.65 feet and a chord bearing N77"25'43"E, for
118.67 feet to the point of reverse curvature with a curve concave to the Southeast;
thence Northeasterly alon~ the arc of said curve, having a radius of 303.00 feet, a
central angle of 00031'45', an arc length of 2.80 feet and a chord bearing
N49021'15"E, for 2.80 feet to the point of intersection with a non-tangent line;
thence N40022'52"W for 14.84 feet to the point of intersection with a non-tangent
curve concave to the Northwest; thence Northeasterly along the arc of said curve
with a radial bearing N40043'39"W, and having a radius of 74.87 feet, a central angle
of 02040'04", an arc length of 3.49 feet and a chord bearing N47"56'19"E, for 3.49
feet to the point of reverse curvature with a curve concave to the Southeast;
thence NortHeasterly alon~ the arc of said curve, having a radius of 234.00 feet, a
central an~le of 34 i 9'1 0 , an arc length of 140.16 feet and a chord bearing
N63"45'52' E, for 138.08 feet to the point of tangency; thence N80055'27"E, for 97.25
feet; thence N56001'58"E, for 40.45 feet; thence N78'50'41"E, for 127.14 feet; thence
S78023'09"E, for 24.44 feet; thence S11052' 40"E, for 9.10 feet; thence N79023'05"E,
for 49.80 feet; thence N10051'19"W, for 1 0.82 feet; thence N42027'28"E, for 66.63
feet; thence N35048'02"E, for 134.85 feet; thence East, for 67.34 feet; thence
S38008'04"E, for 12.67 feet; thence East, for 68.14 feet; thence N54010'51"E, for
17.03 feet;, thence East, for 96.27 feet; thence N55005'18"E, for 63.64 feet; thence
East, for L5.42 feet to the point of curvature of a curve concave to the North;
thence Easterlx along the arc of said curve, having a radius of 64.00 feet, a central
angle of 3904228", an arc length of 44.35 feet and a chord bearing N70008'46"E, for
43.47 feet to the point of reverse curvature with a curve concave fo the South;
thence Northeasterly along the arc of said curve, having a radius of 58.00 feet, a
central angle of 36055'37", an arc length of 37.38 feet and a chord bearing
N68045'21"E, for 36.74 feet to the point of reverse curvature with a curve concave to
the Northwest; thence Easterlx along the arc of said curve, having a radius of 54.00
feet, a central angle of 87i309", an arc length of 82.20 feet and a chord bearing
N43"36'34"E, for 74.49 feet to the point of tangency; thence North, for 189.83 feet;
thence S89019'09"E, for 779.97 feet; thence S60000'OO"W, for 1333.52 feet; thence
S89019'48"E, for 209.91 feet; thence S24054'45"W, for 343.41 feet to the point of
intersection with a non-tangent curve concave to the Southeast; thence
Southwesterly along the arc of said curve with a radial bearing S52&36'11"E, and
having a radius of 1577.45 feet, a central angle of 13"22'27", an arc length of
368.22 feet and a chord bearing S30'42'35"W, for 367.38 feet to the point of
intersection with a non-tangent line; thence N89004'26"W, for 829.18 feet; thence
NOo027'22"W, for 584.06 feet to the POINT OF BEGINNING. Containing 24.074 acres,
more or less.
LEGEND
SURVEYOR'S NOTES
F.D.O.T. = FLORIDA DEPARTMENT OF lRANSPORTAllON
S.R.D. = STATE ROAD DEPARTMENT
O.R. BOOK = OFACIAL RECORD BOOK
P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER
LBN = LICENSED BUSINESS NUMBER
P.O.C. . = POINT OF COMMENCEMENT
P,O.B. = POINT OF BEGINNING
~ = CENTERLINE
R/W = RIGHT-OF-WAY
ELEV. = ELEVAllON
F.I.R. . = FOUND IRON ROD
F.I.P. . = FOUND IRON PIPE
S.I.R. . = SET 1/2" IRON ROD & CAP L.B.I2610
F.C.M. . = FOUND CONCRETE MONUMENT
S.C.M.. = SET CONCRETE MONUMENT
(P) = BEARING/DISTANCE PER RECORDED PLAT
(0) = BEARING/DISTANCE PER DEED DESCRIPllON
(M) = BEARING/DISTANCE PER FIELD MEASUREMENT
1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT
OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.
2. ANY RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS
INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USER'S
SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN
SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER
THAN THOSE CERTIFIED TO.
3. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH BOUNDARY OF
SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST PINELLAS COUNTY,
FLORIDA EAST AS BEING S89019' 48"E.
4. LAST DATE OF FIELD SURVEY: 4/30/01.
5. THE SUBJECT PARCEL DEPICTED HEREON LIES WITHIN FLOOD ZONES "A9" AND
"V9" ACCORDING OF THE MAP COMMUNITY PANEL No. 125139, PANEL 0128 C,
AND 125139 0136 C, LAST REY!SJON.OATF,:: JUNE 1, 1983.
"
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ASSOCIA TES, INC.
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F.I.R. 5/8"
NO CAP
4921 MEMORIAL HIGHW'AY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 .8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.coM
N 89-20'39" W
N 89019'48" W
S 89&19'48" E
S 89019'48" E
BELLEAIR ROAD
UNPLA TIED LANDS
O.R. 10652. PG. 534
FOR NOTES AND LEGEND SEE SHEET 8
PREPARED FOR:
GRAND VENEZIA A T
BA YW A TCH L.P.
4,4
SECTION 20 A D 29, TOWNSHIP 29 SOUTH, RA GE 16 EAST
610.03'(M)
609.99'(L)
621.39'(L)
621.42'(M)
GRAND VENEZIA
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FALLS IN WAlER
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CURVE RADIUS
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LENGTH
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TANGENT
184.95'
CHORD
367.38'
ALL E N 8
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FOR NOTES AND LEGEN
PREPARED FOR:
-
.
4921 MEMORIAL HIGH'JAY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.coM
GRAND VENEZIA AT
BA YW A TCH L.P.
GRAND VENEZIA
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35.00'
55.50'
15.00
125.00'
303.00'
74.87'
234.00
64.00'
58.00'
54.00'
1577.45
35.00'
45.00'
50.00'
55.50'
S40.22'52"E
14.84'
LENGTH
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8.39'
115.01'
12.09
123.65'
2.80'
3.49'
140.16'
44.35'
37.38'
82.20'
368.22'
18.72'
52.26'
34.40'
212.54'
cbe
-- -
SOUTH LINE OF SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST
-- . - --
NORTH LINE OF SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST
'7~ :i
___________ lO
PREPARED FOR:
4921 MEMORIAL HIGH'w'AY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.cOM
&3.0
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SEE SHEET 4
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13"43'39"
118"44'10"
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00"31' 45"
02.40'04"
3419'10"
39"42'28"
36.55'37"
87"13'09"
13"22'27"
30.39'10"
66"32'19"
39.25'12"
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4.21'
93.73'
6.39'
67.42'
1.40'
1.74'
72.25'
23.11'
19.37'
51.44'
184.95'
9.59'
29.52'
17.91'
154.92'
CHORD
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8.37'
95.51'
11.76
118.67'
2.80'
3.49'
138.08'
43.47'
36.74'
74.49'
367.38'
18.50'
49.37'
33.73'
104.50'
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4921 MEMORIAL HIGHWAY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.coM
GRAND VENEZIA A T
BA YW A TCH l.P.
GRAND VENEZIA
BUILDING TIE-IN SURVEY
K565
DATE.
5-08-01
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ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.coM
ENGINEERING
ASSOCIA TES, INC.
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1180-002-000
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5-08-01 SIfT. 5
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II:L DATE REVJSnIIS APP"D 1'=30' [F 8
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/
/
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SEE SHEET 7
FOR NOTES AND LEGENO"
-
.
PREPARED FOR:
4921 MEMORIAL HIGHWAY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.col.l
GRAND VENEZIA A T
BA YW A TCH L.P.
GRAND VENEZIA
BUILDING TIE-IN SURVEY
K565
MYEl
5-08-01 SIlT. 6
SCALE.
N1 MYE REVISIDNS APP'Il 1'=30' 8
BY IF
ENGINEERING ASSOCIATES, INC.
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PREPARED FOR:
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4921 MEMORIAL HIGH\JAY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.coM
ENGINEERING ASSOCIATES, INC.
1,875.00'
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ENGINEERING
ASSOCIA TES,
INC.
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SR 60
BELLEAI
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ROOSEVEL T
BLVD
VICINITY MAP
NOT TO SCALE
FOR NOTES AND lEGEND SEE SHEET 8
PREPARED FOR:
4921 MEMORIAL HIGH'IiIIAY
ONE MEMORIAL CENTER, SUITE 300
TAMPA, FLORIDA 33634
PHONE 813 -880 -8881
FAX 813 -880 -8882
E-MAIL klng@klngenglneerlng.coM
GRAND VENEZIA A T
BA YW A TCH l.P.
SECTION 20 AND 29, TOWNSHIP 29 SOUTH, RANGE 16 EAST
60 30 0 60
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A tract of land lying within Sections 20 and 29, Township' 29 South, Range 16 East,
Pinellas County, Florida and being more particularly described as follows: Commence
at the Southwest corner of said Section 20; thence alon~ the South line of said
Section 20 S89'19' 48"E, for 721.40 feet; thence SOO"27 22"E for 43.51 feet to the
POINT OF BEGINNINGh said point also being a point of intersection with a non-tangent
curve concave to t e South; thence Easterly along the arc of said curve with a
radial bearing SOO'27'51"E, and having a radius of 35.00 feet, a central angle of
14'51'42", an arc length of 9.08 feet and a chord bearing S83'02'OO"E, for 9.05 feet
to the point of reverse curvature with a curve concave to the North(. thence Easterly
along tlie arc of said curve, having a radius of 35.00 feet, a centra angle of
13'43'39", an arc length of 8.39 feet and a chord bearing S82'27'58"E, for 8.37 feet
to the point of tangency; thence S89i 9' 48"E, for 111.84 feet to the point of
intersection with a non-tangent curve concave to the Northwest; thence Easterly
along the arc of said curve with a radial bearing NOO'40'13"E, and having a radius of
55.50 feet, a central angle of 118'44'10", an arc length of 115.01 feet and a chord
bearing N31'18'08"E, for 95.51 feet to the point of intersection with a non-tangent
curve concave to the Northeast; thence Southeasterly along the arc of said curve
with a radial bearing N61'56'04"E, and having a radius of 15.00 feet, a central angle
of 46'10'01", an arc length of 12.09 feet and a chord bearing S51'08'57"E, for 11.76
feet to the point of compound curvature with a curve concave to the North; thence
Easterly along the arc of said curve, having a radius of 125.00 feet, a central angle
of 56'40'40", an arc length of 123.65 feet and a chord bearing N77"25'43"E, for
118.67 feet to the point of reverse curvature with a curve concave to the Southeast;
thence Northeasterly alon~ the arc of said curve, having a radius of 303.00 feet, a
central angle of 00'31'45', an arc length of 2.80 feet and a chord bearing
N49'21'15"E, for 2.80 feet to the point of intersection with a non-tangent line;
thence N40'22'52"W for 14.84 feet to the point of intersection with a non-tangent
curve concave to the Northwest; thence Northeasterly along the arc of said curve
with a radial bearing N40'43'39"W, and having a radius of 74.87 feet, a central angle
of 02'40'04", an arc length of 3.49 feet and a chord bearing N47"56'19"E, for 3.49
feet to the point of reverse curvature with a curve concave to the Southeast;
thence Northeasterly alon~ the arc of said curve, having a radius of 234.00 feet, a
central an~le of 34i9'10', an arc len~th of 140.16 feet and a chord bearing
N63"45'52' E, for 138.08 feet to the pOint of tangency; thence N80'55'27"E, for 97.25
feet; thence N56'01'58"E, for 40.45 feet; thence N78'50' 41"E, for 127.14 feet; thence
S78'23'09"E, for 24.44 feet; thence S11'52' 40"E, for 9.10 feet; thence N79'23'05"E,
for 49.80 feet; thence N1 0'51 '19"W, for 1 0.82 feet; thence N42'27'28"E, for 66.63
feet; thence N35'48'02"E, for 134.85 feet; thence East, for 67.34 feet; thence
S38'08'04"E, for 12.67 feet; thence East, for 68.14 feet; thence N54iO'51"E, for
17.03 feet;, thence East, for 96.27 feet; thence N55'05'18"E, for 63.64 feet; thence
East, for z5.42 feet to the point of curvature of a curve concave to the North;
thence Easterlx along the arc of said curve, having a radius of 64.00 feet, a central
angle of 39'4228", an arc length of 44.35 feet and a chord bearing N70'08'46"E, for
43.47 feet to the point of reverse curvature with a curve concave fo the South;
thence Northeasterly along the arc of said curve, having a radius of 58.00 feet, a
central angle of 36'55'37", an arc length of 37.38 feet and a chord bearing
N68'45'21"E, for 36.74 feet to the point of reverse curvature with a curve concave to
the Northwest; thence Easterly' along the arc of said curve, having a radius of 54.00
feet, a central angle of 87"1309", an arc length of 82.20 feet and a chord bearing
N43'36'34"E, for 74.49 feet to the point of tangency; thence North, for 189.83 feet;
thence S89i 9'09"E, for 779.97 feet; thence S60"00'OO"W, for 1333.52 feet; thence
S89"19'48"E, for 209.91 feet; thence S24"54'45"W, for 343.41 feet to the point of
intersection with a non-tangent curve concave to the Southeast; thence
Southwesterly along the arc of said curve with a radial bearing S52"36'11"E, and
having a radius of 1577.45 feet, a central angle of 13"22'27", an arc length of
368.22 feet and a chord bearing S30"42'35"W, for 367.38 feet to the point of
intersection with a non-tangent line; thence N89"04'26"W, for 829.18 feet; thence
NOO&27'22"W, for 584.06 feet to the POINT OF BEGINNING. Containing 24.074 acres,
m ore or less.
LEGEND
SURVEYOR'S NOTES
F.D.O.T. = FLORIDA DEPARTMENT OF TRANSPORTAllON
S.R.D. = STAlE ROAD DEPARTMENT
O.R. BOOK = OFFICIAL RECORD BOOK
P.S.M. = PROFESSIONAL SURVEYOR AND MAPPER
LB# = UCENSED BUSINESS NUMBER
P,O.C. = POINT OF COMMENCEMENT
P.O.B. = POINT OF BEGINNING
t = CENlERUNE
R/W = RIGHT-OF-WAY
ELEV. = ELEV A llON
F.I.R. . = FOUND IRON ROD
F.I.P. . = FOUND IRON PIPE
S.I.R. . = SET 1/2" IRON ROO & CAP LB.I2610
F.C.M. . = FOUND CONCRElE MONUMENT
S.C.M.. = SET CONCRElE MONUMENT
(P) = BEARING/DISTANCE PER RECORDED PLAT
(D) = BEARING/DISTANCE PER DEED DESCRIPllON
(M) = BEARING/DISTANCE PER FIELD MEASUREMENT
1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT
OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID.
2. ANY RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS
INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USER'S
SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN
SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER
THAN THOSE CERTIFIED TO.
3. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH BOUNDARY OF
SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST PINELLAS COUNTY,
FLORIDA EAST AS BEING S89"19' 48"E.
4. LAST DATE OF FIELD SURVEY: 4/30/01.
5.
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GRAND VENEZIA
BUilDING TIE-IN SUR VEY
.m 111
1180-002-000
F1EL.D IDIJC 111
K565
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LEGAL DESCRIPllON - GRAND VEN~IA:
A tract of land lying within Sections 20 and 29, Township 29 South, Range 16 East, Pinellas County,
Florida and being more particularly described os follows:
Commence at the Southwest corner of said Section 20; thence along the South line of said Section 20,
S8919'48"E, for 721.40 feet; thence SOO'27'22"E, for 43.51 feet to the POINT OF BEGINNING, said point
also being 0 point of intersection with 0 non-tangent curve concave to the South; thence Easterly along
the arc of. said curve with 0 radial bearing S00"27'51"E, and having a radius of 35.00 feet, a central
angle of 14'51'42", an arc length of 9.08 feet and a chord bearing S83'02'OO"E, for 9.05 feet to the
point of reverse curvature with 0 curve concave to the North; thence Easterly along the arc of said
curve, having a radius of 35.00 feet, a central angle of 13"43'39", an arc length of 8.39 feet and a
chord bearing S82'27'58"E, for 8.37 feet to the point of tangency; thence S8919'48"E, for 111.84 feet
to the point of intersection with 0 non-tangent curve concave to the Northwest; thence Easterly along
the arc of said curve with 0 radial bearing NOO'40'13"E, and having 0 radius of 55.50 feet, a central
angle of 118'44'10", on arc length of 115.01 feet and 0 chord bearing N3118'08"E, for 95.51 feet to the
point of intersection with a non-tangent curve concave to the Northeast; thence Southeasterly along the
arc of said curve with 0 radial bearing N61'56'04"E, and having 0 radius of 15.00 feet, 0 central angle
of 4610'01", an arc length of 12.09 feet and a chord bearing S51'08'57"E, for 11.76 feet to the point of
compound curvature with a curve concave to the North; thence Easterly along the arc of said curve,
having a radius of 125.00 feet, 0 central angle of 56'40'40", an arc length of 123.65 feet and a chord
bearing N77'25'43"E, for 118.67 feet to the point of reverse curvature with 0 curve concave to the
Southeast; thence Northeasterly along the arc of said curve, having a radius of 303.00 feet, a central
angle of 00'31'45", an arc length of 2.80 feet and a chord bearing N49'21'15"E, for 2.80 feet to the
point of intersection with 0 non-tangent line; thence N40'22'52"W, for 14.84 feet to the point of
intersection with 0 non-tangent curve concave to the Northwest; thence Northeasterly along the arc of
said curve with 0 radial bearing N40'43'39"W, and having 0 radius of 74.87 feet, 0 central angle of
02'40'04", on arc length of 3.49 feet and 0 chord bearing N47'56'19"E, for 3.49 feet to the point of
reverse curvature with 0 curve concave to the Southeast; thence Northeasterly along the arc of said
curve, having a radius of 234.00 feet, 0 central angle of 3419'10", on arc length of 140.16 feet and 0
chord bearing N63"45'52"E, for 138.08 feet to the point of tangency; thence N80'55'27"E, for 97.25 feet;
thence N56'01'58"E, for 40.45 feet; thence N78'50'41"E, for 127.14 feet; thence S78'23'09"E, for 24.44
feet; thence S11-'52' 40"E, for 9.10 feet; thence N79'23'05"E, for 49.80 feet; thence N10'51'19MW, for
10.82 feet; thence N42'27'28"E, for 66.63 feet; thence N35'48'02"E, for 134.85 feet; thence [East, for
67.34 feet; thence S38'08'04"E, for 12.67 feet; thence East, for 68.14 feet; thence N5410'S1"E, for
17.03 feet; thence East, for 96.27 feet; thence N55'05'18"E, for 63.64 feet; thence East, for 25.42 feet
to the point of curvature of 0 curve concave to the North; thence Easterly along the arc of said curve,
having 0 radius of 64.00 feet, 0 central angle of 39'42'28", on arc length of 44.35 feet and a chord
bearing N70'08'46"E, for 43.47 feet to the point of reverse curvature with a curve concave to the South;
thence Northeasterly along the arc of said curve, having 0 radius of 58.00 feet, a central angle of
36'55'37", on arc length of 37.38 feet and 0 chord bearing N68'45'21"E, for 36.74 feet to the point of
reverse curvature with a curve concave to the Northwest; thence Easterly along the arc of said curve,
having 0 radius of 54.00 feet, 0 central angle of 87'13'09", an arc length of 82.20 feet and a chord
bearin~ N43'36'34"E, for 74.49 feet to the point of tangency; thence North, for 189.83 feet; thence
S891909"E, for 779,97 feet; thence S60'OO'OO"W, for 1333.52 feet; thence S8919'48"E, for 209.91 feet;
thence S24'54'45"W, for 343.41 feet to the point of intersection with 0 non-tangent curve concave to
the Southeast; thence Southwesterly along the arc of said curve with 0 radial bearing S52'36'11"E, and
having 0 radius of 1577.45 feet, 0 central angle of 13'22'27", on arc length of 368.22 feet and 0 chord
bearing S30'42'35"W, for 367.38 feet to the point of intersection with a non-tangent line; thence
N89'04'26"W,for 829.18 feet; thence NOO'27'22"W, for 584.06 feet to the POINT OF BEGINNING and
containing 24.07 acres, more or less.
~GAI, DE:SCRIPnON - GRAND BEllAGlO:
A tract of land lying within Section 20, Township 29 South, Range 16 East, Pinellas County, Florida and
being more particularly described os follows:
Commence at the Southwest corner of said Section 20; thence along the South line of said Section 20,
S89'19' 48"E, for 1 00.01 feet to the POINT OF BEGINNING; thence leaving said South line, N01'26'21"E, for
5.00 feet; thence S89"1 9' 48"E, for 609.99 feet; thence N01'26'21"E, for 344.37 feet; thence
S89'9'48"E, for ~').OO feet; thence N01'26'21"E, for ?A').OO feet; thence S89'9'48"E, for 2e3.00 feet;
thence N01'26'2 ,for 572.00 feet; thence S89'26'~ ., for 2233.19 feet; thence S20'27'10"E, for
217.25 feet; thence S60'OO'OO"W, for 566.48 feet; thence N89'9'09"W, for 779.97 feet; thence South,
fQr: 189.83 feet to. the point of curvature of 0 curve concave to the Northwes,t; ~hence Sol.:therly. along
the arc of said curve, having 0 radius of 54.00 feet, 0 central angle of 87'309 , on arc length of
82.20 feet and chord bearing S43'36'34"W, for 74.49 feet to the point of reverse curvaturf with 0
curve concave,.he South; thence Westerly along 1 arc of said curve, having 0 radius of, 58.00 feet,
o central angle of 36'55'37", on arc length of.37.38 ...:et and 0 chord bearing S68'45'21"W, for 36.74
feet to the point of reverse curvature with 0 .curve concave to the North; thence Southwesterly along
the arc of said curve, having a radius of 64.00 feet, 0 central angle of 39'42'28", an arc length of
44.35 feet and a chord bearing S70'08'46"W, for 43.47 feet to the point of tangency; the!,!ce West, for
25.42 feet; thence S55'05'18"W, for 63.64 feet; thence West, for 96.27 feet; thence S54,O'51"W, for
17.03 feet; thence West, for 68.14 feet; thence N38'08'04"W, for 12.67 feet; thence West, for 67.34
feet; thence S35'48'02"W, for 134.85 feet; thence S42'27'28"W, for 66.63 feet; thence S10'51'19"E, for
1 0.82 feet; thence S79'23'05"W, for 49.80 feet; thence N11'52' 40"W, for 9.10 feet; thence N78'23'09"W,
for 24.44 feet; thence S78'50'41"W, for 127.14 feet; thence SS6'01'58"W, for 40.45 feet; thence
S80'55'27"W, for 97.25 feet to the point of curvature of.a curve concave to the Southeast; thence
Westerly along the arc of said curve, having a radius of 234.00 feet, a central angle of 34i9'10", al1
arc length of 140.16 feet and a chord bearing S63'45'52"W, for 138.08 feet to the point of reverse
curvature with 0 curve concave to the Northwest; thence Southwesterly along the arc of said curve,
having 0 radius of 74.87 feet, 0 central angle of 02'40'04", on arc length of 3.49 feet and a chord
bearing S47'56'19"W, for 3.49 feet to the point of intersection with a non-tangent line; thence
S40"2252"E, for 14.84 feet to the point of intersection with 0 non-tangent curve concave to the
Southeast; thence Southwesterly along the arc of said curve with 0 radial bearing S40'22'52"E, and
having 0 radius of 303.00 feet, 0 central angle of 00'31'45", an arc length of 2.80 feet and a chord
bearing S49"21'15"W, for 2.80 feet to the point of reverse curvature with 0 curve concave to the North;
thence Southwesterly along the arc of said curve, having 0 radius of 125.00 feet, a central angle of
~ 56'40'40", on arc length of 123.65 feet and 0 chord bearing S77'25'43"W, for 118.67 feet. to the point
I of compound curvature with a curve concave to the Northeast; thence Westerly along the arc of said
~ curve, having 0 radius of 15.00 feet, a central angle of 4610'01", an arc length of 12.09 feet and 0
z chord bearing N51'08'57"W, for 11.76 feet to the point of cusp concave westerl~ Thence Southerly along
~ the arc of said curve having a radius of 55.50 feet, 0 central angle of 118'4408", an arc length of
~ 11.,5.01 feet and 0 chord bearing S31 18'08"W, for 95.51 feet to the point of tangency; Thence
~ N89'9'48"W, for 111.84 feet to the point of curvature of 0 curve concave to the North;Thence Westerly
i along the arc of said curve, having a radius of 35.00 feet, 0 central angle of 13'43'39", on arc length
a of. 8.39 feet and 0 chord bearing N82'27'58"W, for 8.37 feet to 0 point of reverse curvature with 0
~ curve concave to the South; Thence Northwesterly along the arc of said curve, having a radius of 35.00
~ feet, 0 central angle of 14'51'42", on arc length of 9.08 feet and a chord bearing N83'02'OO"W, for
~ 9.05 feet to the point of intersection with 0 non tangent line, Thence NOO'27'22"W, for 43.51 feet to
~ the South line of said Section 20; thence along said South line, N89'19' 48"W, for 621.39 feet to the
~ POINT OF BEGINNING and containing 38.11 acres, more or less.
=>
III
i
i
~ SUB~CT TO THE FOLLOWING INGRESS AND EGRESS EASEMENT
~ LEGAL DESCRIPll0N - IN~~ I EGRESS EASEUENT:
~ A tract of land lying within Sections 20 and 29, Township 29 South, Range 16 East, Pinellas County,
I Florida and being more particularly described os follows:
~ Commence at the Southwest corner of said Section 20; thence along the South line of said Section 20,
-: S89' 9' 48"E, for 715.89 feet to the POINT OF BEGINNING, said point also being 0 point of intersection
e with a non-tangent curve concave to the Northwest; thence Northeasterly along the arc of said curve
~ with a radial bearing N3513'11"W, and having a radius of 35.00 feet, 0 central angle of 30'39'10", on
~ arc length of 18.72 feet and a chord bearing N39'27'28"E, for 18.50 feet to the point of reverse
i curvature with a curve concave to the Southeast; thence Northeasterly along the arc of said curve,
ffi having 0 radius of 45.00 feet, 0 central angle of 66"32'19", on arc length of 52.26 feet and 0 chord
i bearing N57"24'03"E, for 49.37 feet to the point of tangency. thence S891 9' 48"E, for 15.64 feet to the
i5 point of curvature of 0 curve concave to the North; thence Easterly along the arc of said curve, having
~ 0 radius of 50.00 feet. 0 central angle of 39'25'12", an arc length of 34.40 feet and 0 chord bearing
: N70'57'36"E, for 33.73 feet to the point of 0 reverse curve concave to the West; thence Southeasterly
! along the arc of said curve, having 0 radius of 55.50 feet, 0 central angle of 219"25'12", an arc length
!i: of 212.54 feet and 0 chord bearing S19'02'24"E, for 1 04.50 feet to the point of tangency; thence
.~ N8919'48"W, for 111.84 feet to the point of curvature of 0 curve concave to the North; thence Westerly
S along the arc of said curve, having 0 radius of 35.00 feet, 0 central angle of 13'43'39", on arc length
o of 8.39 feet and 0 chord bearing N82'27'58"W, for 8.37 feet to the point of reverse curvature with a
curve concave to the South; thence Westerly along the arc of said curve, having a radius of 35.00 feet,
central angle of 14'51'42", on arc length of 9.08 feet and 0 chord bearing N83"02'OO"W, for 9.05 feet
the point of intersection with 0 non-tangent line; thence NOO'27'22"W, for 43.51 feet to the South
line of said Section 20; thence along said South line, N89' 9' 48"W, for 5.51 feet to the POINT OF
BEGINNING and containing 0.16 acres, more or less.
.
.
SECTION 20/29, TOWNSHIP 29 5., RANGE 16 E.
CITY OF CLEARWATER
PRELIMINARY SITE PLAN
SITE: DA TA TABLE
SA rwA TCH
Land Use Designation
Zoning District
Use
Upland Area
Submerged Lands
Conservation Area
Gross Area
Lot Width
Lot De th
Units
BUI'lding Heigh t
BUI'lding coverage (F.A.R.)
Impervious Surfaces
Setbacks: Fron t
Side
Rear
Between Structures
Seawall
Green Space
Vehicular Use Area (V.U.A.)
Open Space
Interio. I,andscape Area
Parking
Existing
Residen tlal Medium
MDR
Vacan t
43.22 ac.
15.64 ac.
3. 32 ac.
62.18 ac.
N~
N:4
Vacan t
Proposed Required (Min. or Max.)
Residential Medium Residential Medium
MDR
Residen tia/
43.22 ac.
15,64 ac.
3. 32 ac.
62.18 ac,
N~
N:4
647 units proposed
36' 6 II
Best Copy
Avai'ab't?,
max.
max.
max.
aI/owed min.
max.
25'
5'
10'
25'
18'
0.333 F.A.R.
40%
25'
5'
5'
min.
min.
min.
min.
10'
25'
10'
25'
18'
min.
1.31 ac. (10% of V.U.A.)
min.
18' (To d<<1r HaWaII tkt bacU)
9.34 ac.
13.08 ac.
24.98 ac.
3. 93 ac.
1,065/1.65 per unit
10.80 ac.
1.31,7 '1C.
966/1.5 per unit
'fL.
, -,od plane designation identifies property to be located in Rood zones :4E' eft '\if'": This I. ."rmation
was collected from ARM map panel 128 of,350, community - panel number 125139 0128 D, dated May
6, 1996. All proposed dwelling units will have a minimum finished Roor elevation of 10.00 NGVD.
PARKING SPACE TABLE
Grand Grand
Bellagio Venezia
264
36
23
212
535
" 065
REGULAR PARKING
DETACHED GARAGE PARKING
HANDICAP PARKING
BUILDING GARAGE PARKING
TOTAL PARKING==
PROJECT TOTAL==
415
24
19
72
530
UNIT .TABULA T/ON TABLE
OWNER /APPLICAN T:
,
ALLEN CREEK PROPERTIES,
2210 DESTINY WA G SUITE 1
ODESSA) FLORIDA 33556
372-7900; FAX (727) 372-7800
NOTES
/NC
(727)
INDEX OF DRA WING
,. co VER SHEET
2. PRELIMINAR Y PLAN
3. UTILITY MASTER ,PLAN
4. TYPICAL SECTION AND DETAIL SHEET
5_ LEGAL DESCRIP TlON & SKETCH. - GRAND BELLA GIO
6. LEGAL DESCRIPTION & SKETCH - GRAND VENEZIA:
7-9. SETBACK AND BUFFER DELINEA TlON PLA/V
L-1,L-2. ORDINANCE LANDSCAPE PLAN
1. Existing water main and lift station will be upgraded by the developer
as required to provide adequate service to the proposed development.
2. Detached garages os depicted on the site plan ore covered and enclosed
garages.
3. Carports ore not proposed in conjunction. with the proposed
development.
4. Modular block wall within the existing drainage easement is provided for
adequate installation of landscape buffer.
5. Tennis court facilities may be lighted at the developer's discretion.
6. Recycling centers will be provided adjacent to the two proposed trash
compactors.
7. Mailboxes f9r postal service use will be provided within the proposed clubhouses.
ENGINEER/SURVEYOR:
r ~ -of .
I . 'i
-
IlD.
ARCHITECT:
THE LANG ARCHITECTURAL GROUP, INC.
398 vv. CAMINO GARDENS BOULEVARD, SUITE 207
BOCA RA TON, FLORIDA 33432
(561)750-0036, FAX (561)8750-3977 ,
LANDSCAPE ARCHITECT:
PAUL VERLANDER
706 TURNBULL A VENUE, SUITE 201
AL TAMONTE SPRINGS, FLORIDA 32701
(407)834-4104, FAX (407)834-2919
ASSOCIA TES, INC.
PHONE 813 . 880 . 8881
FAX 813.880 . 8882
E-MAIL k1ngOklngeng.com
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.,...,.,.,
PROJECT LOCA TlON
v/CNITY MAP
;~'...'-'.
Grand Bellagio BELLEAIR
BUilding Type-1 161 units
BUilding Type-2 150 units
Grand Venezia LOeA T10N
BUIlding Type-1 196 units
SITE
BUIlding Type-2 140 units
Total units 647 units EAST BAY DR
TO
BA
BLVD
.MY
~
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~
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,.".,-
PROJECT LOCA TlON MAP
':.~
",
SR 60
COUR1N[Y
CAUSE'vJ A Y
CAMBEt
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LAND USE DESIGNA TlON MAP
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THE GRAND VENEZIA
RESIDENT/A! MEDIUM
M.LENS WI&1t
ZONED RMH
SA Y ARISTOCRA T MOBILE HOME PARK
THE GRAND BEl1.AGlO
RESlDENT/AL MEDIUM
,./
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PLA ,;-;-- '" " ,
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CI..:.. Or Ci,cAR ATE''' ,.> i
,.._..Ii
COl-'f" CAY COUNTRY CLUB
ZONED P-1
NOT TO SCALE
PROJECT NO. 1180-002-000
SEPTEMBER " 1999
A_~-"'~';;""
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BA Y ARISTOCRA T VILLAGE HOME OWNERS ASSOCIA TlON. INC.
6 Us. HWY. 19 N.
CLEARWA TER, FL 33764
EXISTING 6-STORY
OFACE BUILDING
WIOE INGRESS EGRESS EASEMENT.
f!fItJIItJtIED ,f}' ... MDlETA711E'
."", 7D I*EI' ZtJNIIf/
."., ......
/ItftJIItJiSS) IJtJIU.Nt BLtJt:I( RL
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ASPHALT PAveMENT
/
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MOTlVA ENTERPRISES
100 LOUISIANA
HOUSTON. rx. 77002
L_~
ASPHALT PA IlEJENT
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GRANT PLAiA SHOPPING CENTER I:
BARRETTIFAMIL Y PARTNERS :
18489 U.~ HWY. 19 NORTH I I
CLEARWA t"R, FLORIDA 34624 I : :
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'MS STEAKHOUSE CLEARWATER -:.-:.-:.-:."_..._--~-r
4744 N. DALE MABRY HWY. . /' I:
TAMPA, FL. 33614 ..T---DYNA-Slt'iwARE .:
I : de CONSuL TlNG :
: 18'M1 US RWY. 19 N. ): I
, CLEARWA TEff,j.I..ffio'--i~'
... 33764 1739 J:
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/
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() 50 100 200
~ ~ I
SCALE. t" = .00'
LEGEND :
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POWER POLE
COMBINA TlON POLE
TELEPHONE POI.E
ANCHOR GUY LINE
CHAIN LINK FENCE
WA TER METER
WA TER VAL \If"
FIRE HYDRANT
BACKFLOW PREVENTOR
DESCRIPTlON CALL
CALCULA TED
WITNESS CORNER
STORMWA TER EXFIL TRA TlON TRENCH
THE GR.AND
BELLAG10 /
EXISTlNG LIFT STA TlON TO BE
MODIFIED BY THE DEVELOPER AS
REOUIRED FOR NEW CAPACITY.
1] Lf ~Tec.l: L 1[/ U- [J lr lrL .r lJrUIJ 11 lllJ
EXISTlNG BOA T SLIPS (60)
PropOHd Retaining Walls (fJp,)
EX[9 1!:.1r-rJ
stabilization
Proposed Retaining Walls (fJp.)
~ ~---
Existing stone rip-rap stabilitaztion
MANGROVES
/
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LIMITS OF SUBMERGED LAND
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(D)
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P. O. BOX 256
LDUBL/N, :!.!jO 43017-0255
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SITE PLAN APPROVED
CASE /I Y'If"~ -=
CASE lYPE ~> 19
ORe DATE q. 7"
CDBPAlE ~
SIGNATURE ~ L
DATE {C"~. -
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Ex.t", ICont:fflttl S<<IwdI
Proposed Retaining Walls (fJp.)
BELLAGIO
TYPIC!..
BUILDING TYPES
VENEZIA
SCALE.: 1--50'-0.
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EXISf OFFICE
PARKING
\
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C/O MYERS VIANI de PHILLIPS
I 2 CIVIC PLAZA, SUI TE 180
\ NEW PORT BEACH, CA 92660
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BELLAGIO
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VENEZIA
II
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THE GRAND
VENEZ~A
EXIST. OFFICE PARKING
/
COVE CA Y COUNTRY CLUB
2612 COVE CA Y DR.
CLEARWA TER, FL. 33760
ZONED P-1
00
~ 0
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PropOl1ed Retaining Walls (t.;p,)
ALLENS
CREEK
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.:10.
BAYWATCH
ALLEN CREEK PROPERTIE$
ASSOCIA TES, INC.
PHONE 813 · 880 . 8881
FAX 813.880 . 8882
E-MAIL kingOkingengineering.com
2210 DEITINY WAY, IUITE 1
ODElIA, FLORIDA 881.1
(727) 872-7100, FAX (872)-7100
PRELIMINARY SITE PLAN
.lDB NO,
1180-002-00
FlaD BOOK NO. 2
SIfT.
Dit.TE:
09-06-99
SCALE: 9
NO. DAlE Rf.VISlOHS APP"O AS SHOWN OF
fI(
4
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o 60 fOO 200
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SCALE. ... :: 100'
LEGEND :
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GRANT PLA~ SHOPPING CENTER I I:
BARRETT FAMIL Y PARTNERS : I
18489 U. . HWY. 19 NORTH : I ,
CLEARWA ~R. FLORIDA 34624 i Ii:
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-SAMSEL TZERS L____~.J ,/ j~
'MS STEAKHOU5t CLEARWA TER -:.":.":.":. *-... _ - -,-/ - r
4744 N. DALE MABRY HWY. ,- · /...." I:
TAMPA, FL. 33614 ....I ----DYjiA-SiYiwARE :
I : &: CON9.JL TlNG :
: 181tf1f US RWY. 19 N. I: ,
I: t;'LEARWA TE/f....F~~i1.
t.l-. 33764 1739 J:
REMOVE: EXlSJ/N.Q: ' I
___----'-... . I
POWER POLE
COMBlNA TlON POLE
TaEPHONC POLE
ANCHOR GUY UNE
CHAIN UN/( FENCE
WA TER METER
WA TER VAL I€
FIRE HYDRANT
BACKFLOW PREI€NTOR
DESCRIPTION CALL
CALCULA TED
tffTNESS CORNER
STORMWI'. TER EXFIL TRA TlON TRENCH
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