FLS01-06-44
FLS 01-06-44
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lEGAL DESCRIPllON - GRAND VENEZIA:
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:
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Commence at the Southwest corner of said Section 20; thence along 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 BEGINNING, slJid point
also being a point of intersection with a non-tangent curve concave to the 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 S83'02'00"E, for 9,05 feet to the
point of reverse curvature with a 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 IJnd a
chord bearing S82'27'58"E, for 8.37 feet to the point of tangency; thence S89'19' 48"E, for 111,84 feet
to the point of intersection with a non-tangent curve concave to the Northwest; thence Eastedy 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 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 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 along the arc of said
curve, having a radius of 234.00 feet, a central angle of 34'19'10", 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 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 N54'1 0'51 "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 a curve concave to the North; thence Easterly along the arc of said curve,
having a radius of 64.00 feet, a central angle of 39'42'28", 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 to 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 87'13'09", 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
S89'19 09"E, for 779.97 feet; thence S60'OO'00"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 and
containing 24.07 acres, more or less,
lEGAL DESCRIPllON - GRAND BElLAGIO:
A tract of land lying within Section 20, 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 along the South line of said Section 20,
S89'19'48"E, for 100.01 feet to the POINT OF BEGINNING; thence leaving said South line, N01'26'21"E, for
5.00 feet; thence S89'19' 48"E, for 609.99 feet; thence N01'26'21"E, for 344.37 feet; thence
S89'19' 48"E, for 12.00 feet; thence N01'26'21"E, for 246.00 feet; thence S89'19' 48"E, for 263.00 feet;
thence N01'26'21"E, for 572.00 feet; thence S89'26'50"E, for 2233.19 feet; thence S20'27'10"E, for
217,25 feet; thence S60'OO'00"W, for 566.48 feet; thence N89'19'09"W, for 779.97 feet; tMnce South,
for 189.83 feet to the point of curvature of a curve concave to the Northwest; thence Southerly along
the arc of said curve, having a radius of 54.00 feet, a central angle of 87'13'09", an' arc length of
82.20 feet and a chord bearing S43'36'34"W, for 74.49 feet to the point of reverse cur:VlJture with a
curve concave to the South; thence Westerly 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 S68'45'21"W, for 36,74
feet to the point of reverse curvature with a curve concave to the North; thence Southwesterly along
the arc of said curve, having a radius of 64.00 feet, a 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; thence West, for
25.42 feet; thence S55'05'18"W, for 63.64 feet; thence West, foe 96.27 feet; thence S54'1 0'51 "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 510'51'19"E, for
10.82 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 S56'01'58"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 34'19'10", an
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 a curve concave to the Northwest; thence Southwesterly along the arc of said curve,
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 S47'56'19"W, for 3.49 feet to the point of intersection with a non-tangent line; thence
S40'22'52"E, for 14.84 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 S40'22'52"E, and
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 S49'21 '15"W, for 2.80 feet to the point of reverse curvature with a curve concave to the North;
thence Southwesterly 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 S77'25' 43"W, for 118.67 feet to the point
{3 of compound curvature with a curve concave to the Northeast; thence Westerly along the arc of said
~ curve, 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 N51'08'57"W, for 11.76 feet to the point of cusp concave westerly; Thence Southerly along
~ the arc of said curve having a radius of 55.50 feet, a central angle of 118'44'08", an arc length of
~ 115,01 feet and a chord bearing S31'18'08"W, for 95.51 feet to the point of tangency; Thence
g N89'19'48"W, for 111.84 feet to the point of curvature of a curve concave to the North;Thence Westerly
E 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 N82'27'58"W, for 8.37 feet to a point of reverse curvature with a
~ curve concave to the South; Thence Northwesterly along the arc of said curve, 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 N83'02'00"W, for
~ 9.05 feet to the point of intersection with a 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.
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~ lEGAL DESCRIPllON - INGRESS / EGRESS EASEMENT:
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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:
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rj Commence at the Southwest corner of said Section 20; thence along the South line of said Section 20,
~. S89'19' 48"E, for 715.89 feet to the POINT OF BEGINNING, said point also being a point of intersection
~ with a non-tangent curve concave to the Northwest; thence Northeasterly along the arc of said curve
g with a radial bearing N35'13'11 "w, and having a radius of 35.00 feet, a central angle of 30'39'10", an
~ arc length of 18.72 feet and a chord bearing N39'27'28"E, for 18.50 feet to the point of reverse
~ curvature with a curve concave to the Southeast; thence Northeasterly along the arc of said curve,
i5 having a radius of 45.00 feet, a central angle of 66'32'19", an arc length of 52.26 feet and a chord
~ bearing N57'24'03"E, for 49.37 feet to the point of tangency; thence S89'19' 48"E, for 15.64 feet to the
Q point of curvature of a curve concave to the North; thence Easterly along the arc of said curve, having
~ a radius of 50.00 feet, a central angle of 39'25'12", an arc length of 34.40 feet and a chord bearing
~ N70'57'36"E, for 33,73 feet to the point of a reverse curve concave to the West; thence Southeasterly
g; along the arc of said curve, having a radius of 55.50 feet, a central angle of 219'25'12", an arc length
i of 212,54 feet and a chord bearing S19'02'24"E, for 104.50 feet to the point of tangency; thence
& N89'19' 48"W, for 111,84 feet to the point of curvature of a curve concave to the North; thence Westerly
~ 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 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,
a central angle of 14'51'42", an arc length of 9.08 feet and a chord bearing N83'02'00"W, for 9.05 feet
to the point of intersection with a 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 5.51 feet to the POINT OF
BEGINNING and containing 0.16 acres, more or less,
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SECTION 20/29, TOWNSHIP 29 5., RANGE 16 E.
CITY OF CLEARWA TER
PRELIMINARY SITE PLAN
SITE DA TA TABLE
SA YWA TCH
Land Use Designation
Zoning District
Use
Upland Area
Submerged Lands
Conservation Area
Gross Area
Lot Width
Lot Depth
Units
Building Heigh t
BUilding coverage (F.A.R.)
Imper~ous Surfaces
Setbacks,' Fron t
Side
Rear
Between Structures
Seawall
Green Space
Vehicular Use Area (V. U,A.)
Open Space
In terior Landscape Area
Parking
Existing
Residen tial Medium
Proposed
Residen tial Medium
V/CNI TY MAP
ReqUired (Min, or Max.)
Residen tial Medium
max,
N/A max,
N/A max,
647 units allowed min,
40' max,
0,50 F.A.R. min.
75% min.
25' min,
5' min,
10'
25'
18'
1,31 ac,
mm,
(10% of v.U.A.)
min,
MDR
Vacant
43,22 ac,
15,64 aCt
3,32 ac,
62.18 ac.
N/A
N/A
Vacan t
MDR
Residen tial
43,22 ac,
15,64 ac,
3. 32 ac.
62.18 ac,
N/A
N/A
647 units proposed
36' 6"
0.333 F. A. R.
40%
25'
5'
10'
25'
10,80 ac,
1,313 ac,
966/1.5 per un/t
25'
5'
10'
25'
18'
18' (To clear seawall tie backs)
I ~ .
Note:
Flood plane deslqnation Identifies propertyto be located In flood zones ~E' & 'l1:: This Information
was collected from FIRM map panel 128:,;rJf 350, community - panel number 125139 0128 D, dated May
6, 1996, All proposed dwelllnq units WII! have a minimum finished floor elevation of 10.00 NGVD,
PARKING SPACE TABLE UNI T TABULA T/ON TABLE
Grand Grand
Bellagio Venezia Grand Bellagio BELLEAIR
REGULAR PARKING 264 415 Building Type-l 161 units
Building Type-2 150 units
DETACHED GARAGE PARKING 36 24
HANDICAP PARKING 23 19 Grand Venezia LOCA nON
BUILDING GARAGE PARKING 212 72 Building Type-l 196 units SITE
Building Type-2 140 units
TOTAL PARKING= 535 530
Total units 647 units EAST BAY DR
PROJECT TOTAL= 1,065
OWNER /APPLICAN T:
,
ALLEN CREEK PROPER TIES,
2210 DESTINY WA '( SUITE 1
ODESSA) FL ORIDA 33556
372-7900) FAX (727) 372-7800
NOTES
(727)
INDEX OF DRA WING
I,
2.
3.
4,
5.
6. LEGAL DESCRIPTION & SKETCH - GRAND
7-9. SETBACK AND BUFFER DELINEA TlON PLAN
L - I, L - 2.
9,34 aCt
13,08 ac,
24.98 ac.
3.93 ac,
1,065/1,65 per unit
/NC
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PROJECT LOCA TlON
cAHfBo...l. eJo.llSL'<I,It,'l'
TAMPA BAY
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PROJECT LOCA nON MAP
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LAND USE DESIGNA nON MAP
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 as depicted on the site plan are covered and enclosed
garages.
3. Carports are 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 for postal service use will be provided within the proposed clubhouses.
COVER SHEET
PRELIMINARY PLAN
UTILITY MASTER PLAN
TYPICAL SECTION AND DETAIL SHEET
LEGAL DESCRIPTION & SKETCH - GRAND BELLAGIO
VENEZIA
ORDINANCE LANDSCAPE PLAN
A RCHI TEC T:
ENGINEER/SUR VEYOR:
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THE LANG ARCHITECTURAL GROUp, INe.
398 W CAMINO GARDENS BOULEVARD, SUITE 207
BOCA RA TON, FLORIDA 33432
(561)750-0036, FAX (561)8750-3977
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ASSOCIATES, INC.
PHONE 813. 880 . 8881
FM 813.880.8882
E-MAIL king@kingeng.com
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LANDSCAPE ARCHITEC[;.
PAUL VERLANDER
706 TURNBULL A VENUE, SUITE 201
AL TAMONTE SPRINGS, FLORIDA 32701
(407)834-4104, FAX (407)834-2919
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ZONED RMH
BA Y AR/STOCRA T MOBILE HOME PARK
THE GRAND BELLAG/O
RESIDENTIAL MEDIUM
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PROJECT NO. 1180-002-000
SEPTEMBER I, 1999
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BA Y ARISTOCRA T VILLAGE HOME OWNERS ASSOCIA TION, INC.
6 U.S HWY. 19 N.
CLEARWA TER, FL 33764
~
/ EXIST7NG 60' WIDE INGRESS EGRESS EASEMENT. ~PROPOSED 10' ffC)E' IEGU'A"IE
BUFFER TO IEET ZONING
. _ BUFFER REQtJ/RMENTS. ~ AA ~PROPOSED MODlJl.AR 8t.OCK WAlL -
- -7 I '.~ -~ 7 - - r.JO' ffC)E' ORAINAGC EASEMEN7 J - "7 - - -
- fI7--Hr \rAINT.TYfSn7RMwA~~ 1ffiSIrN?MWAIVlJ ( STORMWAIVl J 1111 YiNTTn ~
,~'" ,,~^' r i j,..JA: ~-\i3"AG€ W- ~ r .(4) -& -_ · ,@)'T{i:, GARAGE' lIwTIrul ~III GARAGE' 5 r rT l!lrT IIIiJ II 1(18111 I ~ I I@TT ~ I t[:J II ~ GARAGE' 11l!l1TT ,-~~ _ ~ ~ , "-
:-mm-___n_r--~u___, =~- _i-; ~ 4~~ ;'lJl @) rt~. Lll;gJ@ Cfl!J nc;!?rVI\~~r~~r nw;'-t ~r ne I r1~r ff)~l @ '~" '1@~ 2 ~ ~ ,.. C, 6
,------------' I access I' , I' ~ n e l ' n ~ ....~ '--r ~",,_ _~ ~.... 1 .... l~ 00 r IJ ~ I-=::: \ I j.~' ., ExIsting concrfJtlS6awall
i l, dri...... : : ..",. n \:!7 w-I '..-:.~ ~". ~ 'J- .. ~~ r'; ~ -a..r .." .,... 900 ~ ~ ' . ~,r \Xl '. , 4:1'''-__ ~ __ ..a' ..... \. ( ~ L ~f"", /
: : I: : ' :l1 ~ 'Il..rl - - b-t _ ~ . .. I -- ..... I ..... 44 . ~" j. ;;;; _ .r ~ _ ,~ p . '(\... \. ~ "
: r ~ PROPOSED ~->: /
· i =11If: Ii ; ~./ :';"5\ ~~ ~ I I~'/'.' 0 _l~D ~~:j i.,i~ - - - - :;~ li~ -. - :1~:4-0..." ...inn a~~ r ~ "~ - ~ -,~ fO'~ -'. . ~ k~~ - ~ /prOP/d Retaining Walls (t).p.)
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: S'HJQf 1:'..../' /
L_u___, FOICE i : / r'~ 1 f -..~ STOll. \. I \ .... ~s .< I ~MEAN HIGH WA TER LINE
i ~ ~ .::; IJ) i"JLIL uk u u-7l ~UU-Uuu u IJ ~ _ --0 / / / V
" I:" " I TH E GR AN D EXIST7NG BOAT SLIPS (60) Existing st.o,ne.rip-rap L --?'--
II I,: L., Proposed Retaining Walls (t).p.) stabillzatlon;-
ASPHALT PA'II:MENT 'H,
I :1 Ii 'I Proposed Retaining Walls (t).p.) ./ ,/
': I:: I ././
LIMITS OF SUBMERGED LAND ./
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I -------1___.[----' r:.!A:~, I:' L. -- EXIST7NG LIFT STA T70N TO BE Bellaaio Phase Line ,I t>-~
I ,." ,-- "\:' L-----1 MODIFIED BY THE DEVELOPER AS rExisting stone rip-rap stabl'litaztion Venezia Phase Lme
I f----------; ~j ;.-- REQUIRED FOR NEW CAPACITY. / MANGROVES t00-~ "'-.Jv
I r-~--~-_~"H~~J -*:~~~' r 7: ~ ~~ rrR'cr} ~ OOQ?'t00-
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I i I it I @t~~ -= ~; -T, '---11: ,-~~-~t\~ '-~-l ~f'~ ~-~ ~~II III~III "'< ~L.~ I/"'-MEANHIGHWATERLlNE
I ~r-N D~OP II 6 U I ...~,(~ ~ o""'D'~~ If;-'" ;a~ ~ ~ ..: ~~i = 1200 r--...
I ~ I " ,/ :: I~ L-1---' (f1 · ~~ - - - - - "" .. \. j 1 0' l ""f7'\ 0 ~:"\. I "" ..4 Proposed Retaining Walls (t)1).)
j : I I " 1.\ !DC ~ I cnc ~ -- t:lIlt;: .. --- .. - I ~ ~J1 1 0' - ~ - - - - - ~ 5 ~~, ~~ /
I ~.' !~~ '\ . ~ H ::JI: ~ J Proposed Retaining Walls (t).p.) J '. ~i:: ~:. _ :-.; _-;.:- _ = E::: ..JIlL ~~.. - ~ F.F.E. 10.o.:~ 'y~
j : _ ~"'" ~ C r p. I I':"" ~ S ..~. 1= .... H 300 I' - ~ ~ 'If Jc - I[- . . - r-r L--J ,.., ~ . . ) ~ ..:-J 'Y~
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PHONE 813. 880 . 8881
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FIELD BOOK NO,
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09-08-99
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PROPOSED
BUILDING
F.F. EL 10.0
-
-
FOUNDATION SLAB
(BY OTHERS)
EX. CONCRETE
SEA WALL
(CAP EL VARIES)
ADS JUNCTION
BOX WI GRATE
(GRATE EL 8.8)
8" ADS
OUTF ALL
EX. GRADE
NOTES:
1. BUILDING f'OUNDA T10N AND MODULAR BLOCK WALL (DESIGNED BY OTHERS)
DEPICTED FOR INFORMATION ONLY.
2. SIDEWALKS SHALL CONFORM WITH AMERICAN WITH DISABILITIES (ADA), CITY
OF CLEARWATER, AND FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)
REQUIREMENTS,
SECTION DD - PARKING STALL & DRAINAGE SWALE
N.T.S.
LANDSCAPE
AREA
24' WIDE
DRIVE AISLE
19' PARKING STALL
ELEV. (TYP.)
ELEV. (TYP.)
~
EXISTING
OFF-SITE
DEVELOPMENT
EX, G:~~
15' WIDE
LANDSCAPE
AREA
DECORA TIVE
FENCE
STORMWATER POND
(WIDTH VARIES)
5' WIDE
(SODDED)
ROADWAY
EL, 9.8x
MATCH EX. GRADE
EL x5.0
-
VARIES
SECTION BB - STORMW A TER POND
N.T.S.
5' WIDE PROP.
CONC. SIDEWALK
6' WIDE
(SODDED)
4' WIDE
(SODDED)
LANDSCAPE AREA
WIDTH VARIES (6' MIN.)
NWL
a=:
EX. PARKING
F,F. EL 10.0
19' PARKING STALL
5' WIDE
SIDEW ALK
OLD TAMPA BAY
8" WIDE MODULAR BLOCK
WALL (BY OTHERS)
INSTALL 4: 1
SILT FENCE
xEL 6.0-x6.7
OLD TAMPA BAY
8'
PROPOSED
BUILDING
~~. " "',',''',,' -"
EXISTING
OFF-SITE
DEVELOPMENT
EX, G~A~2\
15' WIDE
LANDSCAPE
AREA
DECORATIVE
FEN CE
5' WIDE
(SODDED)
STORMWA TER POND
(WIDTH VARIES)
ROADWAY
MATCH EX. GRADE
EL x7.4
EL 9.8x
BOT.
EL 5.5
br'.' Cr'(?,)
7.6'
VARIES
17.2'
SECTION CC - STORMWATER POND
N,T.S.
12' WIDE
(SODDED)
2' WIDE
(SODDED)
50' INGRESS I EGRESS EASEMENT
BELLEAIR ROAD
12' WIDE 12' WIDE
EGRESS EGRESS
THRU LANE LEFT TURN
EX, PARKING
12' WIDE
EGRESS
RIGHT TURN
12' WIDE
EGRESS
NGRESS LAN
.. '-~[~"""""
,'-, " "-.". '.,,', ' ' -"" ~- " '\ '"' '.
"',.,"""",:.~
,','",".'," ~
<o'\. \ "''- '-"'''''~~:':'''!_~','"; :iU:-n'
_ ~_I"~-~>_~__ ,,_ _n.
,', ",_, ','," ." ,",'-., c ,,"
8" WIDE MODULAR
BLOCK WALL (BY OTHERS)
SECTION EE - EXISTING RIPRAP I BUILDING REAR
N.T.S.
LANDSCAPEI
BUILDING
5' WIDE
LANDSCAPE
5' WIDE PROP,
CONC. SIDEWALK
ELEV. (TYP.)
ASPHALlC CONCRETE (PC-3)
L1MEROCK BASE - 98% DENSITY
STABILIZATION - LBR 40
TYPICAL DRIVEWAY I PARKING SECTION
N.T.S.
-
.--
ASSOCIA TES, INC.
PHONE 813. 880 · 8881
FN< 813.880.8882
E-MAIL king@kingengineering.com
BAYWATCH
ALLEN CREEK PROPERTIES
2210 DESTINY WAY, SUITE 1
ODESSA, FLORIDA 33558
(727) 372-7900, FAX (372)-7800
4' WIDE
ISLAND
17'
RESIDENT EXIT
LANE
0.5' CURB
(TYP.)
""",',-,, "7 ---
'--~-- -"
:-'--',
TYPE "F"
CURB (TYP.)
:'~"C_-, ,E''''
SECTION FF - PARKING STALL & DRAINAGE SWALE
N.T,S.
43.5
43.5'
5' WIDE
LANDSCAPE
5' WIDE PROP.
CONC. SIDEWALK
13'
GUARD EXIT
LANE
4' WIDE
ISLAND
13'
GUARD
EXIT LANE
17'
RESIDENT
ENTRANCE LANE
UARDHOUS
0.5' CURB
(TYP.)
SECTION GG - EXISTING RIPRAP I BUILDING REAR
N.T.S.
NO,
JOB NO.
1180-002-00
FlELD BOOK NO, 4
SHT.
DATE:
09-08-99
SCAlf:, 9
APP'D AS SHOWN
REVISIONS BY Of
TYIPICAL SECTION
AND DET AIL SHEET
DATE
THIS IS NOT A SURVEY
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V 100, 01' ~ N89.., g' 48"W l 1
i ~ POINT OF BEGINNING
,
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263,00'
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580"55'21"'.'4
91,25
N78"23'0~"W
24.44'~
"50' 4'\"~ ~
518 44' /\-
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N11-S2' 4O"W
9.10'
609,99'
621,39'
N00"27'22"W
43,51'
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N89'19' 4?"W S4O"22'~2"E
~15'6~_ 14,84
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\.. -C8
~C11 INGRESS., .....
EGRESS
C12 EASEMENT
C4
S56"01'58"W
40,45'
/VC15 C13
\:,89'" 9' ~"W
111. 84
C14
South line of S~tion 20, Township 29 South, Range 16 East
North line of Section 29, Township 29 South, Range 16 East
SURVEYOR'S NOTES:
1. The sketch shown hereon is for informational purposes only and is not intended to depict a survey performed in the
field,
2. This sketch and legal were prepared without the benefit of an abstract of title and may be subject to easements,
restrictions, rights-of-way and other matters of record.
3. Bearings shown hereon are based on the South line of Section 20, Township 29 South, Range 16 East, being assumed
as S89'19' 48"E.
4. There may be additional easements and or restrictions affecting this property that may be found in the public records
of said county.
5. Date of sketch 8/24/99
LEGEND:
AC,
C.R,
(D)
D,B,
M,O,L.
O,R,
(P)
P,B.
Denotes Acres
Denotes County Road
Denotes Data per Deed
Denotes Deed Book
..' ,,y
THE SIGNATURE OF THE QUALI1Y
CONTROl omCER IN THIS SPACE
INDICATES THAT ALL REQUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE.
Denotes More or Less
Denotes Offical Record Book
Denotes Data per Plat
Denotes Plat Book
Pg.(s)
:l:
P.O,B,
P,O,C,
(R)
Denotes Page(s) Rng,
Denotes Plus or Minus R/W
Denotes Point of Beginning Sec,
Denotes Point of Commencement S,R,
Denotes Data per Recorded Instrument Twp,
iCI~ g
PHONE 813. 880. 8881
FAX 813.880.8882
E-MAIL king@kingengineering.com
Denotes Range
Denotes Right-of- Way
Denotes Section
Denotes State Road
Denotes Township
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
S89"26'50"E
THE GRAND BELLAGIO
(CONTAINS 37.73 ACRES, MORE OR LESS)
WEST
67,34'\
C::""'" 68.14'
WEST
N38"08'04"W
12.67'
.~
,~ ,
.~ ~
~ '.'"
~~
S42"27'28"W
66,63'
S10051'19''E
10,82'
S79023'05"W
49,80'
RADIUS
54.00'
58.00'
64.00
234.00
74.87'
303.00
125.00'
15.00'
55.50'
50,00'
45.00'
35.00'
55.50'
35.00'
35.00'
LEN GTH
82.20'
37.38'
44,35
140.16
3.49'
2.80
123.65'
12.09'
97.53'
34.40'
52.26'
18.72'
115.01'
8.39'
9,08'
TANGENT
51.44'
19,37'
23.11
72.25
1.74'
1.40
67.42'
6.39'
66.95'
17.91'
29.52'
9.59'
93.37'
4.21'
4.56'
WEST
25.42'
S55"05'1 ~"W
63,64
WEST
...c~ 96,27'
S54.., 0'51 "w
17.03'
CHORD
74.49'
36.74'
43.47
138.08
3.49'
2,80
118.67'
11.76'
85.46'
33.73'
49.37'
18.50'
95,51'
8.37'
9.05'
C3
BEARING
S43'36'34"W
S68'45'21 "w
S70'08' 46"W
S63'45 52"W
S47'56'19"W
S49'21 15 W
S77'25' 43W
N51'08'57"W
N78'24'28"W
S70'57'36"W
S57'24'03"W
S39'27'28"W
S31'18'08"W
N82'27'58"W
N83'02'00"W
BAYWATCH
ALLEN CREEK PROPERTIES
2210 DESTINY WAY, SUITE 1
ODESSA, FLORIDA 33668
(727) 372-7900, FAX (372)-7800
SECTION 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA
2233,19'
'A
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N89.., 9'09"W
779,97'
LEGAL DESCRIPTION - GRAND BELLAGIO:
j:!:
:::::>
o
(/)
A tract of land lying within Section 20, Township 29 South, Range 16 East, Pinellas County, Florida and
being more particularly described as follows:
C1
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 S89'19'48"E, for 609.99 feet; thence N01'26'21"E, for 344.37 feet; thence
S89'19' 48"E, for 12.00 feet; thence N 01'26'21 "E, for 246.00 feet; thence S89'19' 48"E, for 263.00 feet;
thence N01'26'21 "E, for 572,00 feet; thence S89'26'50"E, for 2233.19 feet; thence S20'27'10"E, for
217.25 feet; thence S60'OO'00"W, for 566.48 feet; thence N89'19'09"W, for 779.97 feet; thence South,
for 189.83 feet to the point of curvature of a curve concave to the Northwest; thence Southerly along
the arc of said curve, having a radius of 54.00 feet, a central angle of 87'13'09", an arc length of
82,20 feet and a chord bearing S43'36'34"W, for 74.49 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 58,00 feet,
a central angle of 36'55'37", an arc length of 37.38 feet and a chord bearing S68'45'21"W, for 36.74
feet to the point of reverse curvature with a curve concave to the North; thence Southwesterly along
the arc of said curve, having a radius of 64.00 feet, a 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; thence West, for
25.42 feet; thence S55'05'18"W, for 63.64 feet; thence West, for 96.27 feet; thence S54'1 0'51 "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 S56'01'58"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 34'19'10", an
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 a curve concave to the Northwest; thence Southwesterly along the arc of said curve,
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 S47'56'19"W, for 3.49 feet to the point of intersection with a non -tangent line; thence
S40'22'52"E, for 14.84 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 S40'22'52"E, and
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 S49'21 '15"W, for 2.80 feet to the point of reverse curvature with a curve concave to the North;
thence Southwesterly 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 S77'25'43"W, for 118.67 feet to the point
of compound curvature with a curve concave to the Northeast; thence Westerly along the arc of said
curve, 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 N51'08'57"W, for 11.76 feet to the point of cusp concave westerly; Thence Southerly along
the arc of said curve having a radius of 55.50 feet, a central angle of 118'44'08", an arc length of
115.01 feet and a chord bearing S31'18'08"W, for 95.51 feet to the point of tangency; Thence
N89'19'48"W, for 111.84 feet to the point of curvature of a curve concave to the North;Thence Westerly
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 N82'27'58"W, for 8.37 feet to a point of reverse curvature with a
curve concave to the South; Thence Northwesterly along the arc of said curve, 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 N83'02'00"W, for
9,05 feet to the point of intersection with a 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,
C2
DELTA
87'13'09"
36'55'37"
39'42 28
34'19 10"
02'40'04"
00'31 45'
56'40'40"
46'10'01 "
100'41'04"
39'25'12"
66'32'19"
30'39'10"
118'44'08"
13'43'39"
14'51' 42"
LEGAL DESCRIPTION
AND SKETCH
GRAND BELL AGIO
JOB NO.
1180-002-00
FIELD BOOK NO, 5
SHT,
DATE;
09-08-99
SCALE; 9
APP'D AS SHOWN
NO, DATE REVISIONS BY OF
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3:
THIS IS NOT A SURVEY
CURVE RADIUS LENGTH TANGENT CHORD BEARING DEL T A
C1 35.00' 9.08' 4.56' 9.05' S83'02'OO"E 14'51' 42"
C2 35.00' 8.39' 4.21' 8.37' S82'27'58"E 1 Y43' 39"
C3 55.50' 115,01' 93.73' 95.51' N31'18'08"E 118'44'10"
C4 15.00 12.09 6.39 11.76 S51'0857 E 46'10'01 "
C5 125.00' 123.65' 67.42' 118.67' N77'25' 43E 56'40'40"
C6 303.00' 2.80' 1.40' 2.80' N49'21'15"E 00'31' 45"
C7 74,87' 3.49' 1.74' 3.49' N47'56'19"E 02'40'04"
C8 234.00' 140.16' 72.25' 138.08' N63'45'52"E 34'19'10"
C9 64.00' 44.35' 23.11' 43.47' N70'08' 46"E 39'42'28"
C10 58.00' 37.38' 19,37' 36.74' N68'45'21"E 36'55'37"
C11 54.00' 82.20' 51.44' 74.49' N43'36'34"E 87'13'09"
C12 1577.45' 368.22' 184.95' 367.38' S30'42'35"W 13'22'27"
C13 35.00' 18.72' 9.59' 18.50' N39'27'28"E 30'39'10"
C14 45.00' 52.26' 29.52' 49.37' N57'24'03"E 66'32'19"
C15 50.00' 34.40' 17.91' 33.73' N70'57'36"E 39'25'12"
C16 55.50' 212.54' 154.92' 104,50' S19'02'24"E 219'25'12"
I
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..--
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N4O"22'5,2"W
14,84 C7
:C4 ~C6
C8
S89'19' 48"E
15,64'
POINT OF BEGINNING ~ \ C15
, C14
721.40 ..... C13
./'.f
N89'19'1~
SOO,~}~j~ / S8919'48"E
43.51'~ ~ \ '-c 111,84'
POINT OF BEGINNING 'WI' \..C1C2
(f)
=:)
C16
INGRESS
EGRESS
EASEMENT
~
v--- I 715.89'
~ POI~T OF COMMENCEMENT
Southwest corner of Section 20,
Township 29 South, Range 16 East
N80.55'2tE
97,25
S78"23'09"E
24.44'~
.50' 4""( ----..J
N78 , ;t--
"27,"~ I
511.52' 4O"E
9,10'
EAST
67,34'~
EAST
25.42'
NSS"05'1 ~"E
63,64
C9
NS6"01'S8"E
4O,4S'
.<<.t
(V
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~~ ~
~ $'
68.14'
EAST
S38"08'04"E
12,67'
EAST
96,27'
N5410'51"E
17,03'
N42"27'28"E
66,63'
N10.S1'19"W
1 0,82'
N79"23'OS"E
49,80'
C3
_ South line of Section 20!- T~n~ip 29 South, Range 16 East
North line of Section 29, Township 29 South, Range 16 E~t - -
58919' 48"E
209,91'
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;....
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N89"04'26"W
ALLENS
SURVEYOR'S NOTES:
1. The sketch shown hereon is for informational purposes only and is not intended to depict a survey performed in the
field.
2. This sketch and legal were prepared without the benefit of an abstract of title and may be subject to easements,
restrictions, rights-of-way and other matters of record.
3. Bearings shown hereon are based on the South line of Section 20, Township 29 South, Range
16 East being assumed as S89'19' 48"E,
4. There may be additional easements and or restrictions affecting this property that may be found in the
public records of this county.
4. Date of sketch 8/24/99
LEGEND:
AC.
C.R.
(D)
D,B,
M,O,L.
O,R,
(P)
P,B,
Denotes More or Less
Denotes Offical Record Book
Denotes Data per Plat
Denotes Plat Book
Pg,(s)
:f:
P,O,B,
P,O,C,
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Denotes Plus or Minus R!W
Denotes Point of Beginning Sec,
Denotes Point of Commencement S,R,
Denotes Data per Recorded Instrument Twp,
Denotes Range
Denotes Right-of-Way
Denotes Section
Denotes State Road
Denotes Township
Denotes Acres
Denotes County Road
Denotes Data per Deed
Denotes Deed Book
THE SIGNATURE OF THE QUALIT'(
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PHONE 813.880.8881
FAX 813.880.8882
E-MAIL king@kingengineering.com
THE GRAND VENEZIA
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SECTIONS 20 AND 29, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA
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LEGAL DESCRIPllON - GRAND VENEZIA:
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 conner of said Section 20; thence along 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 BEGINNING, said point also being a point of intersection with a non-tangent curve concave to the
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 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 S89'19'48"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 an91e 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 N71'25'43"E, for 118.67 feet to the point of reverse
curvature with a 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 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 along the arc of said curve, having a radius of 234.00 feet, a central angle of 34'19'10", an arc length of 140.16 feet and a chord
bearing N63'45'52"E, for 138.08 teet 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
N10'51'19"W, 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 N54'10'51"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 a curve concave to the North; thence Easterly along the arc of said curve,
having a radius of 64.00 feet, a central angle of 39'42'28", 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 to 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 81'13'09", 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
S89'19'09"E, for 779.97 feet; thence S60'OO'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 and containing 24.07 acres, more or less.
TOGETHER WITH THE FOLLOWING INGRESS AND EGRESS EASEMENT
LEGAL DESCRIPllON - INGRESS / EGRESS EASEMENT:
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 along the South line of
said Section 20, S89'19' 48"E, for 715.89 feet to the POINT OF BEGINNING, said point also
being a point of intersection with a non-tangent curve concave to the Northwest;
thence Northeasterly along the arc of said curve with a radial bearing N35'13'11"W, and
having a radius of 35.00 feet, a central angle of 30'39'10", an arc length of 18,72 feet
and a chord bearing N39'27'28"E, for 18.50 feet to the point of reverse curvature with a
curve concave to the Southeast; thence Northeasterly along the arc of said curve,
having a radius of 45.00 feet, a central angle of 66'32'19", an arc length of 52.26 feet
and a chord bearing N51'24'03"E, for 49.37 feet to the point of tangency; thence
S89'19' 48"E, for 15.64 feet to the point of curvature of a curve concave to the North;
thence Easterly along the arc of said curve, having a radius of 50.00 feet, a central
angle of 39'25'12", an arc length of 34.40 feet and a chord bearing N70'57'36"E, for
33.73 feet to the point of a reverse curve concave to the West; thence Southeasterly
along the arc of said curve, having a radius of 55.50 feet, a central angle of 219'25'12",
an arc length of 212,54 feet and a chord bearing S19'02'24"E, for 1 04,50 feet to the
point of tangency; thence N89'19' 48"W, for 111,84 feet to the point of curvature of a
curve concave to the North; thence Westerly 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 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, a central angle of 14'51'42", an arc length of 9.08 feet and a chord bearing
N83'02'OO"W, for 9.05 feet to the point of intersection with a 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 5.51 feet to the POINT OF BEGINNING and containing 0.16
acres, more or less.
LEGAL DESCRIPTION
AND SKETCH
GRAND VENEZIA
JOB NO,
1180-002-00
FIELD BOOK NO, 6
SHT.
DATE:
09-08-99
SCALE: 9
NO, DATE REVISIONS APP'D
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ASSOCIATES, INC.
PHONE 813 - 880 - 8881
FAX 813-880-8882
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1180-002-00
FIELD BOOK NO, 7
SHT,
DATE:
09-08-99
SCALE: 9
APP'D AS SHOWN
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ODESSA, FLORIDA 33888
(727) 372-7900, FAX (372)-7800
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09-08-99
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FIELD BOOK NO, 9
SHT,
DATE:
09-08-99
SCALE: 9
APP'D AS SHOWN
NO. DATE REVISIONS BY OF
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PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORIZED TO COMMENCE,
2210 DESTINY WAY, SUITE 1
ODESSA, FLORIDA 33888
(727) 372-7900, FAX (372)-7800
BAY WATCH
ALLEN CREEK PROPERTIES
-
. JIll
SETBACK AND BUFFER
DELINEA TION PLAN
EN<:l' N EtiR' N (:)
4921 MEMORIAl. HIGHWAY
ONE, MtMORI.!IL, CENTER.. Sl.JITE 30Q
TAMPA. [LORIDA ;3,3634
ASSOCIATES, INC.
PHONE 813. 880 . 8881
FAX 813.880.8882
E-MAll.king@kingengineering.com
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THE GRAND BELLAGIO
LANDSCAPE REQUIREMENTS
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1, ALL PLANT MATERIALS ARE TO BE FLORIDA #1 OR BETTER.
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3, AN AUTOMATIC IRRIGATION SYSTEM TO BE PROVIDED FOR ALL
LANDSCAPE AREAS AS PER SECTION 3-1202.B,1
INTERIOR LANDSCAPE REQUIREMENTS
TOTAL VUA-314,450 SJ, x 10% = 31,445 SJ. REQUIRED INTERIOR LANDSCAPE
TOTAL INTERIOR LANDSCAPE PROVIDED- 32,764 SJ. +
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LANDSCAPE PLAN
THE GRAND BELLAGIO
@ BAYWATCH
CLEARWATER, FLORIDA
PROJ, NO,:
SCALE:
DA TE:
SHEET NO:
PAUL
L.
DATE
BY
Lan d s cap e
706 Turnbull Avenue, Suite 201
Altamonte Springs, FL 32701
Architect
Phone: (407) 834-4104
Fax: (407) 834-2919
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REVISIONS
DESCRIPTION
PAUL L. VERLANDER
DATE
BY
Lan d s cap e
706 Turnbull Avenue, Suite 201
Altamonte Springs, FL 32701
Architect
Phone: (407) 834-4104
Fax: (407) 834-2919
LEGEND
THE GRAND VENEZIA
LANDSCAPE REQUIREMENTS
()
LARGE CANOP Y /BUFITR '!REE
(lIvt: OAK, RED CEDAR, MAGNOLIA)
I t HEIGHT, 4' CAlm
(j;)
BUFFER REQUIREMENTS:
LINEAL FT. REQ. BUFFER- 1836 LJ. @1 TREE/ 35'= 52 REQUIRED TREES
TREES PROVIDED-52
MEDIUM CANOPY TREE
(YAUPON, DRAKE ELM, EAST PALAlTKA/SAVANAH HMY)
~ HEIGHT, t CAlflR
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SMALL ACCENT '!REE
(lIGUS'!RUM, WAX MYRllE)
~ HEIGHT, t CAUPrn
INTERIOR LANDSCAPE REQUIREMENTS
TOTAL VUA- 255, 15 SJ. X 10% = 25,515 SJ. REQUIRED INTERIOR LANDSCAPE
TOTAL INTERIOR LANDSCAPE PROVIDED- 26,211 SJ. +
@
FlO'M:RING '!REE
(BOTnlBRUSH, T~BEBU\A, JACARANDA, YELLOW POINCIANA)
~ HElGHT, t CAUPER
INTERIOR TREE REQUIREMENT (1 TREE/ 150 SJ, REQUIRED)
REQUIRED TREES-170
TREES PROVIDED-180
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ACCENT PAlM
(WASHINGTON PAlM, PAUROTIS PALM, QUEEN PALM)
ClDR 11lUNK HEIGHTS mow ~ - 24'
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ClDR lRUNK HElGiTS mow ~ - 2'1
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(lIl YTURF, COONTIE. INDIA HAWTI10RN, SHINING JASMINE, LANTANA)
1 &3 GAllON CNol, 24' ON CENlIR
NOTES:
1, ALL PLANT MATERIALS ARE TO BE FLORIDA #1 OR BETTER,
2. TREE DIVERSITY/VARIETY & QUANTIllES TO CONFORM TO
SECDON 3-1202,AA
3. AN AUTOMA nc IRRIGATION SYSTEM TO BE PROVIDED FOR ALL
LANDSCAPE AREAS AS PER SECTION 3-1202,B,1
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LANDSCAPE PLAN
THE GRAND VENEZIA
@ BAYWATCH
CLEARWATER, FLORIDA
PROJ. NO.:
SCALE:
DA TE:
SHEET NO:
9917.00
1"=100'
9-9-99
L-2