SGN2004-06011 (2)
EASTERLY PROJECTION
OF NORTH LINE OF NW 1/4
OF THE SW 1/4
l' CONC. CURB ~ONC. MEDIAN
-- 24.6' - ~
NE CORNER _ (23.92') I
OF NW 1/4 . ,
OF SW 1/4 I ~~
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SE CORNER OF THE
NW 1/4 OF THE SW 1/4
OF SECTION 16-29-7
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EOP
25.14' .,
FIR
11762
6' wjF
(POOR
CONDITION)
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U I 1.6 X14.0
I I cis
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-J -!.'-5.0'
193.9' 5.0'
;)11
10' WIDE FLORIDA POWER I I
CORPORATION EASEMENT I
OR BOOK 3267, PAGE 47 I I
tiQIt; APPROXlMA TE I I
LOCATION SHO'Mol DUE ~I
TO ORIGINAL DOCUMENT
OF VERY POOR QUALITY ' HIGH
(IUEGlBLE) METER
BOX
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3.5'XI2.6' : ~
covcls ~__Ja ~ _____
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ASPHALT
PAVEMENT
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HT=11.6S'
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ASPHALT
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BUILDING 'A'
26.17'
1.1'
L..------Z.
EAST 39.0'
EASTERLY PROJECTION OF THE
SOUTH LINE OF THE NW 1/4
OF THE SW 1/4
ONC. MEDIAN
2' CONC. CURB
5' SIGN
742.40'(M) SETBACK
S89'44'09"E
Co
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5' C
482.4
l@EXISTlNG
I 9.0'X9.0'
, +2.0'X2.0'
I $I GN AGE
: HT=20.40'
25' WIDE FLORIDA POWER
CORPORA TION EASEMENT
OR BOOK 447, PAGE 426
ASPHALT
PAVEMENT
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'12.5' 12.5' I
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PARCEL A.3
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477.31'
0.7' CONC.
WALL (TYP)
~ONC.
MES
24.3'
OPEN
GROUND
0.5' CONC.
CURB (TYP)
;....
N
.".
Co
II'i
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100.00'
N89'42'29"W 737.29'(M)
0.5' CONC.
UNPLA TTED CURB (TYP)
~
SITE PLAN
40
I
20 0
I I
40
I
SCALE: 1 ~ 40'
1 INCH = 40 FT.
GRAPHIC SCALE
LEGAL DESCRIP'nON:
PARCEL A-1
LANDS LYING IN THE WEST 1/2 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THE NORTH 330 FEET OF THE WEST 3/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18,
TOWNSHIP 29 SOUTH, RANGE 16 EAST; LESS AND EXCEPT, THE PART IDENTIFIED AS: THE EAST 445
FEET OF THE SAID TRACT; ALSO, LESS THE NORTH 50 FEET OF SAID TRACT FOR RIGHT-OF-WAY FOR GULF TO BAY
BOULEVARD; ALSO LESS, THAT PART OF CAPTION LAND DESCRIBED IN FINAL DECREE FILED JUNE 10, 1955, IN
CHANCERY ORDER RECORDED 285 ON PAGE 467, AS INSTRUMENT 205706A, CHANCERY CASE NO. 42,546,
BEING OTHERWISE DESCRIBED AS:
SYllBOLLEGEND
~ = TRANSFORMER
~ =FIRE HYDRANT
-9:/<;>
:Q: =L1GHT POLE
IV
l><l =IRRIGATlON VALVE
95 =POWER POLE
~ =TELEPHONE PEDESTAL
ASPH=ASPHAL T
CONC= CONCRETE
C/S=CONCRETE SLAB
FIR=FND IRON ROD
FCM=FND CONCRETE MONUMENT
SN&D=SET NAIL & DISK LS # 7293
FN&D=FND NAIL & DISK
FND=FOUND
CLF=CHAIN LINK FENCE
W/F=WOOD FENCE
N=NORTH
S=SOUTH
E=EAST
W= WEST
C/L=CENTERLlNE
MES=MITERED END SECTION
OHW=OVERHEAD WIRE
PB=PLAT BOOK
PG=PAGE
POC=POINT OF COMMENCEMENT
POB=POINT OF BEGINNING
EOP=EDGE OF PAVEMENT
SURVEYOR'S REPORT/NOTES:
1. BEARING BASIS ASSUMED : N 89'42'29" W - SOUTH LINE OF THE SUBJECT PROPERTY.
2. DESCRIBED PROPERTY LIES WITHIN ZONE X, ACCORDING TO F.E.M.A. flOOD INSURANCE RATE
MAP NO. 12103C0128G, 9/3/03.
3. UNDERGROUND IMPROVEMENTS AND/OR UTILITY INSTALLATIONS, INCLUDING BUILDING FOUNDATIONS,
WERE NOT LOCATED OR SHOWN ON THIS SURVEY.
4. THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS OF RECORD NOT SHOWN ON THIS
SURVEY.
5. A FLORIDA POWER CORPORATION EASEMENT RECORDED IN OR BOOK 235, PAGE 71, WHICH IS APPLICABLE
TO THE PROPERTY SHOWN ON THIS SURVEY, CANNOT BE PLOTTED DUE TO INCOMPLETE AND ILLEGIBLE
DRAWINGS WHICH ARE PART OF THE RECORDED INSTRUMENT.
GV
~
~
~
~
WV
[Xl
@
=GAS PEDESTAL
=BACK flOW PREVENTOR
=WATER METER
=ELECTRIC BOX
=WATER VALVE
=SANITARY MANHOLE
---11- = SI GN
'- =FLAG POLE
KEY NOTES
<D
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@)
@
@
@
<V
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@
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@
NEW SA TURN LOGO AND "Saturn of Clearwater"
LOGO: 2.042' X 2' = 4.1 S.F.
WALL SIGN: 25' X 1.875' = 46.9 S.F.
NEW "Lokey" WALL SIGN
WALL SIGN: 2' X 0.7' = 1.4 S.F.
WALL SIGN
NEW "Service Reception" WALL SIGN
WALL SIGN: 7.75' X 0.7' = 5.4 S.F.
NEW SATURN FREESTANDING SIGN 14' HIGH
SIGN AGE: 7.83' X 8' = 62.6 S.F.
NEW MITSUBISHI FREESTANDING SIGN 13' HIGH
SIGN AGE: 6.92' X 11.33' = 78.4 S.F.
EXISTING DECORATIVE ARCH. NO EXISTING OR NEW SIGNAGE
EXISTING MITSUBISHI FREESTANDING SIGN TO BE REMOVED
SIGN: 11' HIGH WITH SIGNAGE OF 6.5';:1 = 33.2 S.F.
EXISTING OLDSMOBLE AND GM FREESTANDING SIGN TO REMAIN
SIGN: 20.4" HIGH WITH SIGN AGE OF 9' X 9' + 2' X 2' = 85 S.F.
EXISTING DECORATIVE ARCH. NO EXISTING OR NEW SIGNAGE
5' SIGN SETBACK LINE
20' X 20' SIGHT VISIBILITY TRIANGLE. EXISTING TREES AND/OR
SHRUBS IN SIGHT VISIBILITY TRIANGLES TO BE REPLACED OR TRIMED
AS REQUIRED SO THAT SHRUBS ARE LESS THAN 30~ HIGH AND
TREES HAVE A MINIMUM OF 8' OF CLEAR TRUNK.
EXISTING WALL SIGN AGE TO REMAIN 120 S.F.
@
@ EXISTING WALL SIGN (BANNER) TO BE REMOVED.
5' SIGN
SETBACK
2' CONC. CURB
2' CONC. CURB
OP
.' ~ONC. .3 'F~2' ....: .' .'
,- - ~---'-
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BEGIN AT THE SOUTHEAST CORNER OF THE NORTH'M:ST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP
29 SOUTH, RANGE 16 EAST, AND THENCE RUN EAST, A DISTANCE OF 39.0 FEET ALONG AN EASTERLY
PROJECTION OF THE SOUTH LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4: THENCE RUN NORTHERLY IN A
STRAIGHT LINE 1330.85 FEET MORE OR LESS TO A POINT IN AN EASTERLY PROJECTION OF THE NORTH LINE OF
THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND WHICH POINT LIES 24.6 (23.92) FEET EAST OF THE
NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4: THENCE RUN WESTERLY 24.6 FEET (23.92 FEET)
TO THE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 ; THENCE RUN SOUTH ALONG THE
EAST LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 1330.85 FEET MORE OR LESS TO THE POINT OF
BEGINNING.
AND
PARCEL A-2
LOT 2, LOKEY - F.B.C. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 107, PAGE 84 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, flORIDA.
AND
PARCEL A-3
ALSO THE WEST 100.0 FEET OF THE EAST 445.0 FEET OF THE NORTH 330 FEET OF THE W 3/4 OF THE NORTH 1/2
OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS THE NORTH
50.0 FEET FOR GULF - TO-BA Y BOULEVARD.
GULF - TO-BA Y BOULEVARD
(STATE ROAD NO. 60)
100' R/W 2' CONC. CURB
ASPHALT PAVEMENT <::::
___ fi' ______________~ GRASS MEDIAN ~
~ ( ) -------------- -~----
~ONC. MEDIAN !
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ABBREVIATIONS LEGEND
PARCEL
A.2
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,..:
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LANDSCAPING)
ASPHALT
PAVEMENT
;....
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,....
ASPHALT
PAVEMENT
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12' 12'
6.4', ~GRESS/EGRESS
~i L~SEMENT PER PLAT AND
OR BOOK 6767, PAGE 1196
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LOT 1
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ASPHAL T
PAVEMENT
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LOCKEY. F.B.C.
PLAY BOOK 107, PAGE 84
ASPHALT
PAVEMENT
.7' CONC.
WAll (TYP)
-
FCM 4"X4"
(NO 10)
FIR 11762
FIR 13889
O.38'S, O.48'W
THE EAST 345' OF THE W 3/4 OF THE N 1/2 OF THE NE 1/4 OF THE SW 1/4 OF SECnON 16-29-16
THE EAST 445' OF THE W 3/4 OF THE N 330' OF THE NE 1/4 OF THE SW 1/4 OF SECTION 16-29-16
AC=AIR CONDITIONING
P=PLA T
C=CALCULA TED
M=MEASURED
F=FIELD
R=RADIAL
D=DEED
MAS=MASONRY
BLDG=BUILDING
ESMT=EASEMENT
COV=COVERED
R/W=RIGHT-OF-WAY
CLM=COLUMN
BLK=BLOCK
TYP= TYPICAL
SEC=SECTlON
TWP= TOWNSHIP
RNG=RANGE
FF=FINISHED FLOOR
EL=ELEVATION
FT = FEET
HT=HEIGHT
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PRCNECT SITE
VICINITY MAP
(NOT TO SCALE)
DATA TABLE
TOTAL AREA: 207,03H S.F.
LOT FRONTAGE: 742.40 L.F.
BUILDING FACADE:
BUILDING "A"
BUILDING "B"
BUILDING "C"
BUILDING "D"
(4.75f: ACRES)
2,321 S.F.
2,168 S.F.
999.7 S.F.
540.6 SF
(AREA FOR SIGNAGE)
BUILDING
A
B
C
D
NEW
SIGNS
o
ATTACHED SIGNS:
EXISTING SIGNS EXISTING SIGNS
TO REMAIN TO BE REMOVED
120 S.F. 0
72.8 S.F.
o
o
o
o
* 19f:S.F.
o
146 S.F.
o
* NOT VISIBLE FROM STREET FRONTAGE
SIGN
OLDSMOBLE
SATURN
MITSUBISHI
MITSUBISHI
ARCHS
FREESTANDING SIGNS:
TO BE
NEW EXISTING TO REMAIN REMOVED
X X
SIGN AGE
AREA HT.
85.5 S.F. 20.4'
62.6 S.F. 14'
78.4 S.F. 13'
33.2 ~.F. 11'
0 11.65' I
X
X
X
X
X
X
JUN G 2 2004
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN
CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
ISSUE DATE: 05-07-2004
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CONTRACT DATE:
March 04, 2004
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SITE PLAN
DESIGNED BY: CEB
DRAWN BY: CEB
CHECKED BY: RPD
JOB NUMBER
2001-73
SHEET
1
~ooz t. (, 1111
NW CORNER OF THE SW 1/4
OF SECTION 18- 29-16
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"
GULF - TO-BA Y BOULEVARD
(STATE ROAD NO. 60)
100' R/W
ASPH PAVEMENT
- ct
NE CORNER
OF NW 1/4
OF SW 1/4
EASTERL Y PROJECTION
OF NORTH LINE OF NW 1/4
OF THE SW 1/4
C)
6
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Gj
Cb
<' CONC CURB
<::::CONC MEDIAN
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24.6'
(23.92')
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)
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GRASS MEDIAN
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"-..... . EOP' '\. : r-2 CONC CURB
: .A. ",..." .~'_"";' " ". .A. _ ~.. L '-"' ~ .:.... .' ..:r.. i . ......... .....-:' .. 6 : ~ EOP
.!.."......'.5'CONC."'ALK-". .....~'...."".-_,WY,":...GriM~.{..T'!. ,.-t.. ...........( I' ~.___..:.;.I .. , ,;.,-.. ~ ~r' . .,..~..~QOc::~...A. ...'I..loi:.:'...MU~~..i.TOfi."./ _.J.. .
.......... ... ....... .... JVI' '..... '.... ~ 153,' .". . ,..... ,_ ' .,.. -~ ~,,:",, "~,: '-.so 7~' I.".~". ..-:;0.... '. ...on ':" 5 CONC WALK, _.. f", l' ~,'.b ' '. .~. . .'. f.~ ;";'.. '. ._.'.!~ ;.1.11,', '.~ .~: ,'.:4"";"5' CO~If' WALK '~.4 . ". '-'~.: '.. ~~ .. .~'~ '.'~I~N~f'" \. .:.... ~ .... 1.0::,;.11".,,'. u.. -.. cl.:lU. ...,...... -I::. rf'.",'I'lI"'.L" '\. -. "r1~" .'. ~'f'IN..:~~.'" ' " ..: ... ..' ..' .
~11R762 Q r;r Q U Q ~-r;r 'I' I Q ,'Q I Q 482.45 ~ ' r.w!I~ .. I Q' .q,''J~ 'Q , .. ,. ..' ~ ~.. \ A' ='~~.~O:' ~' ....~.. Q' .." ',.II~. · .'.Qpq-'': ".' ".;,.' :~ 1" " .,.. '::':C~'v..yt~..;.,..: ~6;~;'1': :.~~.. .":'~ '." ,....~'Z.~ '~UI\.It',f1:"~'IN~I':: 1i~~:. .::: ~ ~
GRASS ' , ~ GRASS ~
rv ON I I I I 3.0 X9.~ SIGN ONG -uf.-.-1,6.5'9l GRASS a. I I
t><I I I I I HT-20.40 .t--'" L" GRASS ~METAL ,,\1 I
0.5' CONC ~ I : 1 I 25' WIDE FLORIDA POWER 20'X'~T:'~'~~~ Y-J ~~0~MENT I ~1{~11.00 Q C::::~IiE~FE~~~~~~~~~R I GRASS I
CURB (TYP)...---)"LJ I I CORPORATION EASEMENT \ I OR BOOK 5722, PAGE 812 I" ft PAR C E LA. 2 I
I {/ I I I OR BOOK 447, PAGE 426 '~ ~ ~ ""..II I
2.0'X15.4' SIGN I I I 0.5' CONC '==~ n ASPH ;...... I I
HT=11.65 ~ in - 0.5' CONC r...:
I ~ I~ 12.5' I CURB (TYP 0 d CURB (TYP) ASPH " PAVEMENT !::: I I
I I ASPH m m PAVEMENT I I
I PAVEMENT ROOF OVERHANG
I I I : COV PAVER ST? 1 ~ Ir- ~ METAL ~ ( ~ I
ir?1 I I - RAMP 12'
~I * (f) CONCZ- ==- 6.4'
~ ~ ~ //80.3//
'4' COV i'.Y %Y' / /32)" /0fo:' )' ~";~' i~~. / "et' (CooC ~ ;; / " / " I ~AGs~'iWi":E~S~LAT AND
I CONC WALK-:::~~ /1 ~ 01/STORY MAS ~LDG/ 4' COV ./ :~} ~"'(" '6~~'6' ~', 7', N ;,.~.~..;.~~~ '"'" Y N I OR BOOK 6767, PAGE 1196
I v- J:. TALLETHT=11.70 jON~WAI,K n,O"!-,... " ( 1.2X2.0.....n,..:~4y' rm~ /:: /:: I
I 1.8'X14.0' ~ / !j1.9' / /.~ () 1.2 X2.0 COV CIS C~C . [ill W ODEN ~ I
I C/S-7 :'" I /S ~ . f" /COV CIS WALK ~ SJPS~, / -0".3' / / ~ I
~l----- I . r " 1 STORY - '\- 2' CONC / 11\ 6.3' '---"
~ 1_5 0' - '^' 0 ..,. (GROUND N I
, . N . cis ~ ~ 2' CONC ~ r~ y. r"" ]
193.9' 5.0 -I -+ /1 172.2' / / / 4.5'X7.7' WA K ;S::0.5' CONC ') 00 I
I I I ,~ CURB (TYP) I
10' WIDE FLORIDA POWER yfl I ciS (4 CONC l---7 OJ
CORPORA TION EASEMENT I II 1 I 2.0 X2.0' I". '.. ;ALK , L-0.5' CONC ------- '" I
OR BOOK 3267, PAGE 47 I I ONC CLM : ~_. '. ~.. ~ CURB (TYP)/ I
NO 11': APPROXIM ATE I I 1 I ::J (UP TO ROOF) I!t,! -' WOOD I < "000 ~ I
LOCA TION SHOVv'N DUE T I I ~ ~ RAMP/ L TEPS 61.0' f'.. I
TO ORIGINAL DOCUMENT ~ II~' HIGH I IV: ~ 5 .0 '-'" ~ /CO~~Z'4' L; t") I
OF VERY POOR QUALITY -31.--/ METER I I I <.:> AREA OJ I
.- _ ~ ~LLEGIBLE) _ --: _ ~ ~ _ _ _ I-- _ _BOX _ ~ _ _~I : .' I PAR eEL A. 3 ~~~~MENT ~ STOR UN~TO ULA( ~ :
I ~ I ST RY MAS ~ I ~ / fJ:2~;./5 / ~ (f) I
. ~ COMMERCIAL BLDG III ~ L L"'" (60.8 1 I
I _'~ _ _ I 1'4 l-. 'I-ELECTRIC - 11I11 \
N in 23 9 '-- r(METERS 3 5,H~ / I
, J I N \ g AL T = .55 r-- ~ WOOD'/ LwOOD
~ _ __ _ _ __ :: _ _ _ _ _""''- ~ _ __ _ _ _ ~ _ _ __ J LAN ING STEPS ASPH :
/l PAVEMENT I
I I 7' CONC ~ *
/~S~ PAR eEL A. 1 .<ALL (TYP)Y'" I
f--3=g] ~ I ~ I I
(f)(f)1 ( r .. I
~ ~ ~ 9.4' ~ / ~~~C.... lO LO ~ ~ I
w F z 4.9' /. 24.3' A.,J ~ 8l 8l I I
:~~ 75'XBO'.Sr.;;~... "0 '/~ I~ /: OPEN ~ PL TLOCKEY. F.B.C.
~::-~ COV ciS ~ GROUND I ~~~MENT A BOOK 107, PAGE 84
nwo ~ I
nz lO "N. I I
CONC
~ : 47731'". EOP7 ~ ~ ~;~L C(~~) ~(~;~F ~g~~BC(~) "J 100.00' /_, FL~ ~~ ~;~L C~Y~) i
~\ M 11'>0.01' I
"'T": FCM 4"X4,,_u7
en' FIR #1762
(NO 10) 0.5 CONC FIR #3889
CURB (TYP) ,
0.38 S, 0.48'W
,.....,:
::!':
'-" :
a:
0:
LO :
::>
i'i
~
25.14'
GRAPHIC SCALE
I
JO
I
HI
I
o
I
JO
I
( IN FEET )
1 INCH = 30 FT.
1.9'- I-I-
ASPH
PAVEMENT
6' W/F
(POOR
CONDIT10N)~
1.5'- -
-
I
~L> gS~BC~~;P)~~ I
GRASS~ ~-
1,,1 194.1' GRASS
/1
r----
:2
'---"
0...
o
w
LOT
1
-q-
"
n-q-
1-"
(f)~
~~
(f)
Ww
~~~
LLLL1
Oog]
>--q-I
~,,~
o~
zwz
:::lzO
o ~
mwU
f--iE~
~
<{LLLL
woo :
I
LL
o
co
'<t~
"
~z
~2
Zu
WW
~~
~~ II
w" f-
z~ :::J' Z
U
I
-H.
~IW
o :
n .q-
to'P
.,-'.q-
~
o
o
to
to
(J)
f'..
N
'"
3:
o
..--
ASPH
PAVEMENT
~ - 1:--3.8'
i
o
o
z
-H
II)
ro
g2.0'- -
to -c/ / 62.1'
.,- 1.7'- 7 / ~
~ / / /
~ ~ 0
/ /1 STO Y MAS BLDG ~..: ....,;. "7' CONC WALK ~. ;:.:. ,~. ,"1 :
~LLE T H ~27 90 .......-... . .... . ,.0'" ., ....... '. .', "
~~
I c:::::::: 6' W /F
~(POOR
CONDITION)
3.5'X12.8'
COV CIS<:=,'
r ...
11.9
METAL
SHEQ
.0
-:.t
m
28,17'
1.1'
...145. .
~
0.5' CONC \. L1' CONC
CURB (TYP)) WALK (TYP)
.'
lO
~
.
~
N
N89"42'29"W
737.29'(M) ) /, .T
Ll CONC "':
0.5' CONC WALK (TYP) ~
UN P LA TTED CURB (TYP)
FIR t
#1762 in
THE EAST 345' OF THE W 3/4 OF THE N 1/2 OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18-29-16
THE EAST 445' OF THE W 3/4 OF THE N 330' OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18-29-16
PARCEL A-2
LOT 2, LOKEY - F.B.C. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 107, PAGE 84 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
PARCEL A-3
ALSO THE WEST 100.0 FEET OF THE EAST 445.0 FEET OF THE NORTH 330 FEET OF THE W 3/4 OF THE NORTH 1/2
OF lliE NE 1/4 OF THE SW 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS THE NORTH
50.0 FEET FOR GULF-TO-BAY BOULEVARD.
AC=AIR CONDITIONING
P=PLA T
C=CALCULA TED
M=MEASURED
F =FIELD
R=RADIAL
D=DEED
MAS=MASONRY
BLDG=BUILDING
ESMT=EASEMENT
COV=COVERED
R/W=RIGHT -OF - WA Y
CLM=COLUMN
BLK=BLOCK
TYP=TYPICAL
SEC=SECTION
TWP= TOWNSHIP
RNG=RANGE
FF=FINISHED FLOOR
EL=ELEVATION
FT =FEET
HT=HEIGHT
~
Q
IV
t><J
J25
@]
=L1GHT POLE
II II (' ~ !Iili~
''V
0:
"-
CD
..c:
u
a;
m
z
,j1;:::;)f;~; ::;;:::: :::; :;::; ,;;:<:' i':' '" '" <;, ::;;;;,
DESCRIPTION:
SE CORNER OF THE
NW 1/4 OF THE SW 1/4
OF SECTION 1 B- 29~ ',:7
PARCEL A-1
LANDS LYING IN THE WEST 1/2 OF SECTION 18, TOVv'NSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUN TY,
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THE NORTH 330 FEET OF THE WEST 3/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18,
TOVv'NSHIP 29 SOUTH, RANGE 16 EAST; LESS AND EXCEPT, THE PART IDENTIFIED AS: THE EAST 445
FEET OF THE SAID TRACT; ALSO, LESS THE NORTH 50 FEET OF SAID TRACT FOR RIGHT-OF - WA Y FOR GULF TO BAY
BOULEVARD; ALSO LESS, THAT PART OF CAPTION LAND DESCRIBED IN FINAL DECREE FILED JUNE 10, 1955, IN
CHANCERY ORDER RECORDED 285 ON PAGE 467, AS INSTRUMENT 205706A, CHANCERY CASE NO. 42,546,
BEING OTHERWISE DESCRIBED AS:
ABBREVIATIONS LEGEND
SYMBOL LEGEND
ITRI = TRANSFORMER
.L
=POWER POLE
=TELEPHONE PEDESTAL
*'
j@
~ ~
3d
AND
ASPH= ASPHALT
CONC=CONCRETE
C/S=CONCRETE SLAB
FIR=FND IRON ROD
FCM=FND CONCRETE MONUMENT
SN&D=SET NAIL & DISK LS # 7293
FN&D=FND NAIL & DISK
FND=FOUND
CLF=CHAIN LINK FENCE
W/F=WOOD FENCE
N=NORTH
S=SOUTH
E=EAST
W=WEST
C/L=CENTERLlNE
MES=MITERED END SECTION
OHW=OVERHEAD WIRE
PB=PLA T BOOK
PG=PAGE
POC=POINT OF COMMENCEMENT
POB=POINT OF BEGINNING
EOP=EDGE OF PAVEMENT
=FIRE HYDRANT
EAST
..?:.:
39.0'
EASTERL Y PROJECTION OF THE
SOUTH LINE OF THE NW 1/4
OF THE SW 1/4
BEGIN AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP
29 SOUTH, RANGE 16 EAST, AND THENCE RUN EAST, A DISTANCE OF 39.0 FEET ALONG AN EASTERLY
PROJECTION OF THE SOUTH LINE OF SAID NORTHWEST 1/4 OF SOUTH'NEST 1/4; THENCE RUN NORTHERLY IN A
STRAIGHT LINE 1330.85 FEET MORE OR LESS TO A POINT IN AN EASTERLY PROJECllON OF THE NORTH LINE OF
THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND WHICH POINT LIES 24.6 (23.92) FEET EAST OF THE
NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN WESTERLY 24.6 FEET (23.92 FEET)
TO THE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 ; THENCE RUN SOUTH ALONG THE
EAST LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 1330.85 FEET MORE OR LESS TO THE POINT OF
BEGINNING.
=IRRIGATlON VALVE
GV
~
=GAS PEDESTAL
VICINITY MAP
(NOT TO SCALE)
I]ff] =BACK FLOW PREVENTOR
IWMl =WATER METER
SURVEYOR'S REPORT/NOTES:
1. BEARING BASIS ASSUMED : N 89'42'29" W - SOUTH LINE OF THE SUBJECT PROPERTY.
2. DESCRIBED PROPERTY LIES WITHIN ZONE X, ACCORDING TO F.E.M.A. FLOOD INSURANCE RATE
MAP NO. 12103C0128G. 9/3/03.
3. UNDERGROUND IMPROVEMENTS AND/OR UTILITY INSTALLATIONS, INCLUDING BUILDING FOUNDATIONS, WERE NOT
LOCA TED OR SHOVv'N ON THIS SURVEY.
4. THERE MAYBE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS OF RECORD NOT SHOWN ON THIS SURVEY.
5. A FLORIDA POWER CORPORATION EASEMENT RECORDED IN OR BOOK 235. PAGE 71, WHICH IS APPLICABLE TO THE
PROPERTY SHOVv'N ON THIS SURVEY, CANNOT BE PLOTTED DUE TO INCOMPLETE AND ILLEGIBLE DRAWINGS WHICH
ARE PART OF THE RECORDED INSTRUMENT.
~
WV
t><J
~
=WATER VALVE
=ELECTRIC BOX
=SANITARY MANHOLE
-D- =SIGN
~ =FLAG POLE
THIS PROJECT
1:'\
,~:, GROUP3
"'wm~!~tm SURVEYING & MAPPING INC
LB # 7293
3607 ALT. 19, SUITE C
PALM HARBOR, FLORIDA 34683
PH.-727-943..9533
FX.- 727 -944.,2733
SPECIFIC PURPOSE SURVEY
PARCELS A-1, A-2 AND A-3
PORTION OF SECTION 18-29S-16E
PINELLAS COUNTY, FLORIDA.
CERTIFIED TO:
SPRING ENGINEERING, INC.
REVISIONS:
DRAWN BY:
RM
CHECKED BY:
DWS
PARTY CHIEF:
BC
FIELD BOOK:
FILE
SCALE: 1"=30'
DA TE OF SURVEY:
4/21/04
SEC- TWP-RNG:
18-29S-16E
PROJECT NUMBER:
04-155
SHEET NO:
NOT VALID WITHOUT THE
SIGNA TURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA
LICENSED SURVEYOR AND MAPPER
I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN
MADE UNDER MY RESPONSIBLE CHARGE AND
MEETS THE MINIMUM TECHNICAL STANDARDS AS
SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027 FLORIDA
STA TUTES.
1 OF 1
DA VlD W. STINSON DA TE
FLORIDA REG. LAND SURVEYOR No. 4122
EOP ~2' CONC CURB S89"44'09"E 7 42.40'(M) EOP
; ...... '\... . .:.:..... ." '. ......... ." .~ ...... .' A:,.'. . " .....~ . ._, ...
· '.'" .'. . ,. 5' CONC "'A'LK'" ' ..' .! '. r. ',: ~":""I:PI.:' GrfrJ~. . -''' . .'~ t . '.' . " ..." "T1.SL ,'_ .-...-: I ' ......... ".' · .... ~~ : ~ . /...... ....... .ltoi :.: ....M~I,.. ~,.i.TOO' .I
~\R762' J;I ." ~G:~SS" ~ '.' U' "J, ~., .......... ....... ': .,;....: ":.' ....,,..;:.,,,.. ....... ~~. .,~ :; ....;,,~4;ONC ~~WALK: -. ."" 'J ::~' ~:I .', .~" ;~ r.w..'!-~ :';... .'. . . :..!' :~: y<". '.; ;;: ..';'~.5' ~lNC WALK:..;."!': 'c:l..~..~ ~:'7'A.' ;~~I~~:~~ ~.. · .'.oil" · :'J~ -': :- .:'';;'
rw ON I I I I 3.0'X9.0' SIGN ON -K ,6.5'1,3 ') GRASS II
I><J I I I HT=20.40 GRASS ~ METAL
I 2.0'X15.4' SIGN ASPH SIGN CCITY OF CLEARWATER
I t/ PAVEMENT I WATER EASEMENT PER I
I I I CORPORATION EASEMENT \ OR BOOK 5722, PAGE 812 I
I I I OR BOOK 447, PAGE 426 ~ I ~ ~
I <D I I 0.5' CONC '=~
I ~ ~ 12.5' I CURB (TYP ~ ;
I I ASPH 0\ 0\
I PAVEMENT ROOF OVERHANG
I I I : COY PAVER STD
I Jl ~I
I : 6~~gVWALK;~~ /t: V0 /1~~ ~3~2~:G/'0f:4' ct /~"~('; ~~ r/(-~' >. /. ; 7'6~71'6' ", '-, :5?tv~~~~J\
I J:. V YTALLE T HT=11.70 JON;' WA~K n,o":-:' .~. ( 1.2 X2.0 ~oti ~~4'5'7T
U 1.8'X14.0' :: / ~1.9' / / . 1.2 X2.0 COV CIS C~C /j/ m
I C/S~ :"', /S ~ 'r /COV cis WALK ;:::j
I L:--L--- I t-. r " 1 STORY - '). . 2' CONC
, - -5.0' N" CIS G:l ~ 2' CONC ~1
193.9' 5.0-1 /. 172.2'/ / / 4.5'X7.7' r' WAK :J
10' WIDE FLORIDA POWER y{1 I II I, CIS
CORPORA TION EASEMENT 'I 2.0 X2.0'
OR BOOK 3267, PAGE 47' ONC CLM
NOTE: APPROXIMA TE I I I ~ (UP TO ROOF)
LOCA TION SHOWN DUE'" ,
TO ORIGINAL DOCUMENT ~ I ~?' HIGH I
OF VERY POOR QUALITY --.J..--/ METER I I
(ILLEGIBLE) Y BOX ~
~-----~~ --------------~
I - .~- - -
N.
JI ~
, N
_ _ _ _ _ _ _ _ ~ _ _ _ _ --.!63.2'_ _ _ _ _ _ _ _ _ _ _ _ _ J
NW CORNER OF THE SW 1/4
OF SECTION 18-29-16
EASTERL Y PROJECTION
OF NORTH LINE OF NW 1/4
OF THE SW 1/4
\
24.6'
(23.92')
C:l
"'C
()
Q:
es
6
Gj
Qj
NE CORNER
OF NW 1/4
OF SW 1/4
25.14'
t
1.9'
6' W/F
(POOR
CONDITION) ~
1.5' - -
~
li..
o
00
v~
'::::-z
~2
Zo
W~
~li..
~~ II
w" f-
z~ ::J' Z
:J ~ o'
V
I
:2
'-.../
to
to
Q)
I'--
N
-H.
~Iw
o =
t'l. o'<t
t'l "
'<t
S'l
o
o
o
W
f-
f-
<(
---1
0..
Z
=::)
~
o
...-
~-
r-
o
o
z
28.17'
1.1'
JUL 2 3 2004
SE CORNER OF THE
NW 1/4 OF THE SW 1/4
OF SECTION 18- 29-?
.L
EAST
<' CONC CURB
GULF - TO-BA Y BOULEVARD
(STATE ROAD NO. 60)
100' R/W
ASPH PAVEMENT
- C[
~CONC MEDIAN
" ?)
-
>.
;.
<('CONC MEDIAN
"
)
(
(
/
LcoNc MEDIAN
)
,..........
:::!::
'-../.
0:
0:
If) ;
;.
B
0.5' CONC
CURB (TYP)~I )
L/' 2.0'X15.4' SIGN
HT=11.65
ASPH
PAVEMENT
J
... 0.5' CONC
~ CURB (TYP)~ "-
GRASS~ ~ '"
~ 194.1' GRASSJ
/
'"
Q..
o
W
~3.8'
ASPH
PAVEMENT
0'"
-~-
0.5' CONC
CURB (TYP)
,...
(I
Vl
Vl
<(
c::
~
U
"..
~? 5' CONC
~ CURB (TYP)
(I
Vl
Vl
<(
c::
~
""'"
.'
I()
,...:
PARCEL
A.3
I ~6' W/F
~(POOR
CONDITION)
3.5'X12.8'
COV C/S~
I
b
o
co
ST RY MAS
COMMERCIAL BLDG
23 9
AL T = .55
-H
ll)
en
g 2.0'- -
~ y /: 62.1'
~17'-~/,
~ ~ 1;
1 STO Y MAS BLDG
~LLE T H ~27 90
"...... ,. . ... " ... ,
: ....... '7' CONC WALK'~. j.":, .11'." 1 ,
~~,..,.'-,,, . cO', . , '.', "". '.~'.I'"
3.0'
M
" ,,~
"1~1
f-~gJ
VlVlI
~w~
w~z
~li..o
OF
I.J... 0
Ovw
"Vl
O~li..
"1wO
"1z
~w
c::~
o
Zli..
o
100.00'
A. 1
PARCEL
". ~
~
~
/:
J
9.4'
,....... .
J,;-! -. - CD
7.5'X8.0' c::- " .
COV c/s->
24.3'
/~
55.0
11.9
MET AL
SHEQ
.,145.2'
%~
cO
(j)
Lt)
"1
G; 7' CONC \t CLF
~WALL (TYP) ~(TYP)
"
N
v
c---~.5' CONC
~CURB (TYP)
':q.
~
~~
.l
EOP7
4]7.31' ft
FIR
#1762 in
.T
<D
~
0.5' CONC \ G' CONC
CURB (TYP)) WALK (TYP)
737.29'(M) \
0.5' CONC ~
UNPLA TTED CURB (TYP)
.'
l' CONC "
WALK (TYP) ~
N8go42'29"W
~
N
DESCRIPTION:
PARCEL A-l
LANDS LYING IN THE WEST 1/2 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THE NORTH 330 FEET OF THE WEST 3/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18,
TOWNSHIP 29 SOUTH, RANGE 16 EAST; LESS AND EXCEPT, THE PART IDENTIFIED AS: THE EAST 445
FEET OF THE SAID TRACT; ALSO, LESS THE NORTH 50 FEET OF SAID TRACT FOR RIGHT-OF-WAY FOR GULF TO BAY
BOULEVARD; ALSO LESS, THAT PART OF CAPTION LAND DESCRIBED IN FINAL DECREE FILED JUNE 10, 1955, IN
CHANCERY ORDER RECORDED 285 ON PAGE 467, AS INSTRUMENT 205706A, CHANCERY CASE NO. 42,546,
BEING OTHERWISE DESCRIBED AS:
BEGIN AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP
29 SOUTH, RANGE 16 EAST, AND THENCE RUN EAST, A DISTANCE OF 39.0 FEET ALONG AN EASTERLY
PROJECTION OF THE SOUTH LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN NORTHERLY IN A
STRAIGHT LINE 1330.85 FEET MORE OR LESS TO A POINT IN AN EASTERLY PROJECllON OF THE NORTH LINE OF
THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND WHICH POINT LIES 24.6 (23.92) FEET EAST OF THE
NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN WESTERLY 24.6 FEET (23.92 FEET)
TO THE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 ; THENCE RUN SOUTH ALONG THE
EAST LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 1330.85 FEET MORE OR LESS TO THE POINT OF
BEGINNING.
ABBREVIATIONS LEGEND
ASPH=ASPHALT
CONC= CONCRETE
C/S=CONCRETE SLAB
FIR=FND IRON ROD
FCM=FND CONCRETE MONUMENT
SN&D=SET NAIL & DISK LS # 7293
FN&D=FND NAIL & DISK
FND=FOUND
CLF=CHAIN LINK FENCE
W/F=WOOD FENCE
N=NORTH
S=SOUTH
E=EAST
W= WEST
C/L=CENTERLlNE
MES=MITERED END SECTION
OHW=OVERHEAD WIRE
PB=PLA T BOOK
PG=PAGE
POC=POINT OF COMMENCEMENT
POB=POINT OF BEGINNING
EOP=EDGE OF PAVEMENT
AC=AIR CONDITIONING
P=PLA T
C=CALCULA TED
M=MEASURED
F=FIELD
R=RADIAL
D=DEED
MAS=MASONRY
BLDG=BUILDING
ESMT=EASEMENT
COV=COVERED
R/W=RIGHT-OF-WAY
CLM=COLUMN
BLK=BLOCK
TYP= TYPICAL
SEC=SECTION
TWP= TOWNSHIP
RNG=RANGE
FF=FINISHED FLOOR
EL=ELEVA TION
FT =FEET
HT=HEIGHT
AND
PARCEL A-2
LOT 2, LOKEY - F.B.C. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 107, PAGE 84 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
PARCEL A-3
ALSO THE WEST 100.0 FEET OF THE EAST 445.0 FEET OF THE NORTH 330 FEET OF THE W 3/4 OF THE NORTH 1/2
OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS THE NORTH
50.0 FEET FOR GULF - TO-BA Y BOULEVARD.
3607 ALT. 19, SUITE C
PALM HARBOR, FLORIDA 34683
PH.- 727 -943-9533
FX.- 727-944-2733
SPECIFIC PURPOSE SURVEY
PARCELS A.i, A.2 AND A.3
PORTION OF SECTION i8.29S.i6E
PINELLAS COUNTY, FLORIDA.
CERTIFIED TO:
SPRING ENGINEERING, INC.
REVISIONS:
0.7' CONC N
WALL (TYP)~ro-
~ONC I~
MES ,A.I
OPEN
GROUND
I
CONC I
FL<< II
~\ Je~
-
/
....---
:::!:
'-../
o
o
~2' CONC CURB If) 2' CONC CURB
~ EOP
* ,,- . < ~.. ,.. "f'F.f'\lf~..' '.11 · . ..:" . -
:..,. .:~..;~""CI!N'C..'W~,'.""":".' ':.. ~''''.', ,..I...",:".", .caW'~fl"~'>>'I' '. ' ....~..........,.
. .. ... . .. ... .).._....... .... r. .... T1W .-. "..: -...... :..
y y. 160 01' ~ y" I I . "-- o..J.. .
. GRASS
I I
[\1 I
J I
I
~I I
~ I I
~ I I
I I
I
I
I
12' 12'
I
6.4' k
INGRESS/EGRESS
I EASEMENT PER PLAT AND
I OR BOOK 6767, PAGE 1196
I
~I
6.3' 2- I
NI
01
&51
NI
I
~,
1'--1
r-r11
OJI
::t I
8,
(f)1
I
I
I
I
I
I
I
I
I
I I
LOCKEY · F.B.C.
PLAT BOOK 107, PAGE 84
I
I
I
I
I
T
GRASS
ASPH
PAVEMENT
I~
I
Vl
Vl
<(
c::
,~
(I
(I
(I)
(I)
<(
c::
~
IIJ ~
....--:' ;ELECTRIC
I""-- ~ETERS
H
IIC/~
~
'T FCM 4"X4"
(NO 10)
~2' CONC CURB
GRASS MEDIAN
~
GRAPHIC SCALE
PARCEL
30
I
30
I
1~
I
o
I
A.2
"1
"
"
( IN FEET )
1 INCH = 30 FT,
ASPH
PAVEMENT
-
,...
(
I)
METAL -:
RAMP
~
-
CONCz--::-
1
illt :!l ~ HT=1 .45 ~
~;l~i;~ ,,(; ~
O (I: ( GROUND .,.
<(~A~~NC ~0.5' CONC ~
L, ,... CURB (TYP):?
p=oo!I WCO~) ~< "000
VEof~'/ / lEPS 610'
~R~~ORho6GLA(
N UNIT ~.
~/ HT=12.75" ~
/42.,3" ./ "
,;; IJAII
35,R.:- 7
1';000 -.::> LwOOD
LAN ING STEPS
1
v
"
"1 v
f-"
Vl~
~~
Vl
Ww
~~~
li..1.J...1
oog:
>-vl
~,,~
o~
zwz
:::lzO
o F
lDWO
~:: ~
V:
LOT
ASPH
PAVEMENT
{60.8
\.
-r
ASPH
PAVEMENT
(I
..J
(
~
(j)
0\
0\
in
oi
0\
ASPH
PAVEMENT
,.
r-:;,-l' CONC
'" WALL (TYP)
'\
lROfl1'
~.5' CONC
CURB (TYP)
FIR #1762
FIR #3889
0.38'S, 0.48'W
THE EAST 3<1.5' OF THE W 3/4 OF THE N 1/2 OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18-29-16
J'
THE EAST 445' OF THE W 3/4 OF THE N 330' OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18-29-16
SYMBOL LEGEND
ITRI = TRANSFORMER
~
Q:
IV
t><J
f2f
~
=FIRE HYDRANT
=L1GHT POLE
=IRRIGATION VALVE
=POWER POLE
=TELEPHONE PEDESTAL
..~
39.0'
EASTERL Y PROJECTION OF THE
SOUTH LINE OF THE NW 1/4
OF THE SW 1/4
SURVEYORIS REPORT/NOTES:
1. BEARING BASIS ASSUMED : N 89'42'29" W - SOUTH LINE OF THE SUBJECT PROPERTY.
2. DESCRIBED PROPERTY LIES WITHIN ZONE X, ACCORDING TO F.E.M.A. FLOOD INSURANCE RATE
MAP NO. 12103C0128G, 9/3/03.
3. UNDERGROUND IMPROVEMENTS AND/OR UTILITY INST ALL A TIONS, INCLUDING BUILDING FOUNDATIONS, WERE NOT
LOCA TED OR SHOWN ON THIS SURVEY.
4. THERE MAYBE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS OF RECORD NOT SHOWN ON THIS SURVEY.
5. A FLORIDA POWER CORPORATION EASEMENT RECORDED IN OR BOOK 235, PAGE 71, WHICH IS APPLICABLE TO THE
PROPERTY SHOWN ON THIS SURVEY, CANNOT BE PLOTTED DUE TO INCOMPLETE AND ILLEGIBLE DRAWINGS WHICH
ARE PART OF THE RECORDED INSTRUMENT.
(:~\
\~:, GROUP3
'r~tilmert"m SURVEYING & MAPPING INC
LB # 7293
GV
[8]
=GAS PEDESTAL
rnITJ =BACK FLOW PREVENTOR
lYlMl =WA TER METER
~ =ELECTRIC BOX
wv
t><J =WATER VALVE
~ =SANITARY MANHOLE
--D- =SIGN
~ =FLAG POLE
DRAWN BY:
RM
CHECKED BY:
DWS
PARTY CHIEF:
BC
FIELD BOOK:
FILE
SCALE: 1"=30'
'V
cr:
...
QI
..c
u
1;)
al
Z
VICINITY MAP
(NOT TO SCALE)
CI
I
J
.
o
U
'If
-
.~
~
cd
...
o
I
THIS PROJECT
DA TE OF SURVEY:
4/21/04
SEC- TWP-RNG:
18-29S-16E
FROJECT NUMBER:
G4-155
SHEET NO:
NOT VALID WITHOUT THE
SIGNA TURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA
LICENSED SURVEYOR AND MAPPER
I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN
MADE UNDER MY RESPONSIBLE CHARGE AND
MEETS THE MINIMUM TECHNICAL STANDARDS AS
SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472,027 FLORIDA
STA TUTES.
1 OF 1
DAVID W. STINSON DATE
FLORIDA REG. LAND SURVEYOR No, 4122
GULF - TO-BA Y BOULEVARD
(STATE ROAD NO. 60)
100' R/W 2' CONC. CURB
ASPHALT PAVEMENT ~
- - - ----Ct- - ---c - - - - - - -)- - - - -~ - - - - ~S~ MEDIAN - - - - - ~ - ~ - - --
40NC. MEDIAN i
;
;
~!
::f!
b'!
oi
U') i 2' CONe. CURB
! EOP
. ~ . . . . .
.... COJ'lC. . 1 i;17.62 · , '. '~".~ -
., . ,.' .' --1"'" ~~ ~::....-.....
NS9'42'29"W 737.29'(M)
0.5' CONC.
UNPLA TTED CURB (TYP)
SITE PLAN 40 20 0 40
~ I I I I
1 INCH = 40 FT. "
SCALE: 1" 40' ~
... ..
GRAPHIC SCALE IIU
ti II:
Gi
OJ
Z
NW CORNER OF lHE SW 1/4
OF SECTION 16-29-16
EASTERL Y PROJECTION
OF NORTH UNE OF NW 1/4
OF THE SW 1/4
-- 24.6' -- !
NE CORNER . (23.92') !
OF NW 1/4 . !
OF SW 1/4 ~!
~!
0;
d!
lO!
! E~
I
L
I
I
ONC. MEDIAN
C:I
(S I
~I
G I
~ I
t
2' CONC. CURB
SS9'44'09"E
25.14'
.--. ~ ..-.--.-.---.--.-.-.---------.
V FIR
11762
1.9'
ASP HAL T
PAVEMENT
.2.0'XI5.4', ARCH
HT=11.65
6' W/F
(POOR
CONDITION)
194.1'
!..
o
.,. e? +l .
~~ lGlw
~G ci:~
WW ~IO
i!': ~.~
~~ Fig
Z :::>: z
::J;I: 0
I-IIl (/)1
t/I
I
I
I
I
I
I
I
I
,........
~
'-"
I
14' COV
I CONC. WAL
I I
I I I . 4 .
U I 1.aXl.0
, I ciS
I I
-I ,J.-5.0'
193.9' 5.0'
Y11
10' WIDE FLORIDA POWER I I
CORPORATION EASEMENT I
OR BOOK 3267, PAGE 47 I I
t:IQIE; APPROXIMA TE I I
LOCATION SHOWN DUE ~I
TO ORIGINAL DOCUMENT
OF VERY POOR QUAUTY . HIGH
(IllEGIBLE) METER
BOX
3.5'X12.a' r-- - -- ------tf~ ------ - - ------- ---
COVC/S I-----..in - -----
I N in
. ----------- ~ ------~~~--------
__________.J
co
co
OJ
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N
o
W
f-
f-
<(
---.J
0...
Z
:J
a.
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ASPHALT
PAVEMENT
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o
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.....
o
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1.7'-
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:::>
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.,.
~> PARCEL
1'\;1:
I-IIl
VI
~~~
~~.!.
1-0[:;
~.,. I
o~e?
bw~
:::l Z~
i!'wu
5~lll
z~~
477.31'
A .1
7.5'X8.0'
cov ciS
to
ori
1'\
5' CLF
(m>)
1.1'
" 26.17'
'-----""".:i ...-' --.-- --.-.--.---.-.--.-.--.
SE CORNER OF THE
NW 1/4 OF THE SW 1/4
OF SECTION 18-29-?
L.._.._..~
EAST 39.0'
EASTERL Y PROJECTION OF THE
SOUTH UNE OF THE NW 1/4
OF lHE SW 1/4
LEGAL DESCRIPTION:
PARCEL A-1
LANDS LYING IN THE WEST 1/2 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THE NORTH 330 FEET OF THE WEST 3/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18,
TOWNSHIP 29 SOUTH, RANGE 16 EAST; LESS AND EXCEPT, THE PART IDENTIFIED AS: THE EAST 445
FEET OF THE SAID TRACT; ALSO, LESS THE NORTH 50 FEET OF SAID TRACT FOR RIGHT-OF-WAY FOR GULF TO BAY
BOULEVARD; ALSO LESS, THAT PART OF CAPTION LAND DESCRIBED IN FINAL DECREE FILED JUNE 10, 1955, IN
CHANCERY ORDER RECORDED 285 ON PAGE 467, AS INSTRUMENT 205706A, CHANCERY CASE NO. 42,546,
BEING OTHERWISE DESCRIBED AS:
BEGIN AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP
29 SOUTH, RANGE 16 EAST, AND THENCE RUN EAST, A DISTANCE OF 39.0 FEET ALONG AN EASTERLY
PROJECTION OF THE SOUTH LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN NORTHERLY IN A
STRAIGHT LINE 1330.85 FEET MORE OR LESS TO A POINT IN AN EASTERLY PROJECTlON OF THE NORTH LINE OF
THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND WHICH POINT LIES 24.6 (23.92) FEET EAST OF THE
NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN WESTERLY 24.6 FEET (23.92 FEET)
TO THE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 ; THENCE RUN SOUTH ALONG THE
EAST LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 1330.85 FEET MORE OR LESS TO THE POINT OF
BEGINNING.
SURVEYOR'S REPORT/NOTES:
1. BEARING BASIS ASSUMED: N 89.42'29" W - SOUTH LINE OF THE SUBJECT PROPERTY.
2. DESCRIBED PROPERTY LIES WITHIN ZONE X, ACCORDING TO F.E.M.A. FLOOD INSURANCE RATE
MAP NO. 12103C0128G, 9/3/03.
3. UNDERGROUND IMPROVEMENTS AND/OR UTILITY INSTALLATlONS, INCLUDING BUILDING FOUNDATIONS,
WERE NOT LOCATED OR SHOWN ON THIS SURVEY.
4. THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS OF RECORD NOT SHOWN ON THIS
SURVEY.
5. A FLORIDA POWER CORPORATION EASEMENT RECORDED IN OR BOOK 235, PAGE 71, WHICH IS APPLICABLE
TO THE PROPERTY SHOWN ON THIS SURVEY, CANNOT BE PLOTTED DUE TO INCOMPLETE AND ILLEGIBLE
DRAWINGS WHICH ARE PART OF THE RECORDED INSTRUMENT.
AND
PARCEL A-2
LOT 2, LOKEY - F.B.C. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 107, PAGE 84 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
PARCEL A-3
ALSO THE WEST 100.0 FEET OF THE EAST 445.0 FEET OF THE NORTH 330 FEET OF THE W 3/4 OF THE NORTH 1/2
OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS THE NORTH
50.0 FEET FOR GULF-TO-BAY BOULEVARD.
5' SIGN
742.40'(M) SETBACK
~)<
0.5' CONC.
CURB (TYP)
;...
N
.,.
SYMBOL LEGEND
~ =TRANSFORMER
M =FIRE HYDRANT
1:) =L1GHT POLE
IV
[XJ =IRRIGATION VALVE
flf =POWER POLE
@] =TELEPHONE PEDESTAL
GV =GAS PEDESTAL
~
rnITl =BACK FLOW PREVENTOR
ImJJ =WA TER METER
~ =ELECTRIC BOX
WV
[XJ =WATER VALVE
@ =SANITARY MANHOLE
_0_ =SIGN
~ =FLAG POLE
ABBREVIATIONS LEGEND
.:-~ ('MTH LANDSCAPING -
,,]\. SEE D~IL THIS SHT)
~.5' CONC.
.-/' CURB (TYP)
*
1Il
1Il
<(
a::
Cl
PARCEL A.3
0.7' CONC.
WALL (TYP)
~ONC.
MES
24.3'
OPEN
GROUND
100.00'
ASPH=ASPHAL T
CONC=CONCRETE
C/S=CONCRETE SLAB
FIR=FND IRON ROD
FCM=FND CONCRETE MONUMENT
SN&D=SET NAIL & DISK LS # 7293
FN&D=FND NAIL & DISK
FND=FOUND
CLF=CHAIN LINK FENCE
W/F=WOOD FENCE
N=NORTH
S=SOUTH
E=EAST
W=WEST
C/L=CENTERLlNE
MES=MITERED END SECTION
OHW=OVERHEAD WIRE
PB=PLA T BOOK
PG=PAGE
POC=POINT OF COMMENCEMENT
POB=POINT OF BEGINNING
EOP=EDGE OF PAVEMENT
KEY NOTES
.
WALL SIGN
ISSUE DATE: 07-19-2004
NEW SA TURN LOGO AND "Saturn of Clearwater"
LOGO: 2.042' X 2' = 4.1 S.F.
WALL SIGN: 25' X 1.875' = 46.9 S.F.
NEW "Lokey" WALL SIGN
WALL SIGN: 2' X 0.7' = 1.4 S.F.
~~
r::i5
9::1
0:::1
(f) 00
l/JU
Z ~~
0
(f) 0
~ 15
a.
0:::: ~
ll:
~I~
~I'
0,....
~
0::
/ ~
2' TYP. FOUR
SIDES OF SIGN
~
'WfffI
W
~
~
~
~
~
.
~
VliY
~
e
Am
'V!ifff
.
EXISTING MITSUBISHI FREESTANDING SIGN TO BE REMOVED
SIGN: 11' HIGH WITH SIGNAGE OF 6.5'J1 = 33.2 S.F.
EXISTING OLDSMOBLE AND GM FREESTANDING SIGN TO REMAIN
SIGN: 20.4" HIGH WITH SIGN AGE OF 9' X 9' + 2' X 2' = 85 S.F.
EXISTING DECOR A TIVE ARCH. NO EXISTING OR NEW SIGNAGE
5' SIGN SETBACK LINE
20' X 20' SIGHT VISIBILITY TRIANGLE. EXISTING TREES AND/OR
SHRUBS IN SIGHT VISIBILITY TRIANGLES TO BE REPLACED OR TRIMED
AS REQUIRED SO THAT SHRUBS ARE LESS THAN 30" HIGH AND
TREES HAVE A MINIMUM OF 8' OF CLEAR TRUNK.
EXISTING WALL SIGN AGE TO REMAIN 120 S.F.
EXISTING WALL SIGN (BANNER) TO BE REMOVED.
NEW "Service Reception" WALL SIGN
WALL SIGN: 7.75' X 0.7' = 5.4 S.F.
NEW SATURN FREESTANDING SIGN 14' HIGH
SIGN AGE: 7.83' X 8' = 62.6 S.F.
NEW MITSUBISHI FREESTANDING SIGN 13' HIGH
SIGNAGE: 6.92' X 11.33' = 78.4 S.F.
EXISTING DECORATIVE ARCH. NO EXISTING OR NEW SIGN AGE
SHRUBS: VIBURNUM ODORA TISSIMUM (SWEET
VIBURNUM) - 3 GAL. AT 30" O.C.
Jill 2:1 tUU4
MULCH: 3" DEEP PINE NEEDLES
IN PLANTING AREA
& TYPICAL FREESTANDING
SIGN LANDSCAPING
(NOT TO SCALE)
.
iplA
~
DATA TABLE
-l
<(
~ ~
0:: <(
0... 0
0...
<(
5' SIGN
SETBACK
TOTAL AREA: 207,031:t: SF
LOT FRONTAGE: 742.40 L.F.
BUILDING FACADE:
BUILDING "A"
BUILDING "B"
BUILDING "c"
BUILDING "D"
(4.75:f: ACRES)
2,321 S.F.
2,168 S.F.
999.7 S.F.
540.6 S.F.
(AREA FOR SIGN AGE)
-
I ~
UJ
- -
rn -.J
-
(J
:::J t.. <!
UJ CD LL
+J W
l- ce (J
- s -
~ >
t. ([
ce w
-......--.... CD UJ
-
Z CJ 0
'+- Z
0: 0 <!
:::J UJ
I- w
-.J
<( <(
UJ
UJ
CONTRACT DATE:
March 04, 2004
l.t.J CD
. 0::: .--
() ~ LO
.--
Z () I
~ (X)
t") "
- 0') -t'
:r: "
<.9 () ,.--..., 0
0
0::: I"- ()
Z ~ ('oJ I
I"- <(
<(
- . ""-/
0.:: -.J ci
~ z
UJ l.L
~ w
- ()
UJ ~ >-~ z
~ w
<( ()
z '<( 0 :J
-.I
- Q -.J ~
<.9 0 DO
a I II)
Z ~ U1
~ 0
'<( 0') 0
UJ 0
-.I .-- 0
<.9 . >- ci
3: z
~ I <(
Z ~ 0
- ()
- eJ (/) ~
0.::
l.t.J :J
a.. ~ ~
-
CJ) ~ .--
~ 0
t")
2' CONC. CURB
:.- ."
A TT ACHED SIGNS:
NEW EXISTING SIGNS EXISTING SIGNS
BUILDING SIGNS TO REMAIN TO BE REMOVED
A 0 120 S.F. 0
B 72.8 S.F. 0 0
C 0 0 146 S.F.
0 0 * 19:f:S.F. 0
GRASS
PARCEL A.2
I n
":', '('MTH LANDSCAPING - t::
Li ISEE DETAIL THIS SHT)
I ASPHAL T
I PAVEMENT
ASPHAL T
PAVEMENT
....
,..:
,....
~
<
a::
"
*
I
* NOT VISIBLE FROM STREET FRONTAGE
12' 12'
6.4'~
I : INGRESS/EGRESS
I EASEMENT PER PLAT AND
I OR BOOK 6767, PAGE 1196
I
I
I
::::!: I
6.3' '-" I
N'
o
d LOT 1
IX)
N
.,.
'-
1'\.,.
1-'-
1Il-
~;I:
VI
Ww
i!'i!'~
..........1
o 0?J
>-.,.1
~'-e?
a-
Zw~
aZI=
mwC,)
I- i!' l;l .
\/i
SIGN
OLDSMOBLE
SATURN
MITSUBISHI
MITSUBISHI
ARCHS
FREESTANDING SIGNS:
TO BE SIGN AGE
NEW EXISTING TO REMAIN REMOVED AREA HT.
X X 85.5 S.F. 20.4'
X 62.6 S.F. 14'
X 78.4 S.F. 13'
X X 33.2 S.F. 1"
X X 0 11.65'
*
BUILDING '0'
61.0'
~
t--
n
ixJ
'<t
o
o
(f)
~ ASPHALT
<( PAVEMENT
a::
Cl
ELECTRIC
METERS
ASPHALT
PAVEMENT
*
I
to
oi
'"
in
oi
'"
LOCKEY. F.B.C.
PLAT BOOK 107, PAGE 84
ASPHAL T
PAVEMENT
.7' CONC.
WALL (TYP)
-
0.5' CONC.
CURB (TYP)
FIR 11762
FIR 13889
0.36'S. O.46'W
THE EAST :545' OF THE W 3/4 OF THE N 1/2 OF THE NE 1/4 OF lHE SW 1/4 OF SECTION 16-29-16
THE EAST 445' OF THE W :5/4 OF THE N 330' OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18-29-16
/'
AC=AIR CONDITIONING
P=PLA T
C=CALCULA TED
M=MEASURED
F =F1ELD
R=RADIAL
D=DEED
MAS=MASONRY
BLDG=BUILDING
ESMT=EASEMENT
COV=COVERED
R/W=RIGHT -OF -WA Y
CLM=COLUMN
BLK=BLOCK
TYP= TYPICAL
SEC=SECTION
TWP= TOWNSHIP
RNG=RANGE
FF=FINISHED FLOOR
EL=ELEVA TION
FT=FEET
HT=HEIGHT
.~~,.
PROJECT SITE
SITE PLAN
VICINITY MAP
(NOT TO SCALE)
DESIGNED BY: CEB
DRAWN BY: CEB
CHECKED BY: RPD
JOB NUMBER
2004-22
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN
CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
SHEET
1
r..\!l/ 1,.:;' IIII
NW CORNER OF mE SW 1/4
OF SECTlON 18-29-16
2 EASTERLY PROJECllON
OF NORm LINE OF NW 1/4
OF mE SW 1/4
.- .. _.. _.. ~.~70'64' __
'- 24.6'
Cl NE CORNER . (23.92')
~ OF NW 1/4 .
C) I OF SW 1/4 I
~I
G I
~I
t
I
L
I
I
~ CONC. CURB ~C. "~OIAN
- i -----------
;
i
;
i
~;
::I!i
~i
0,
cP
lOt
i
CONC. MEDIAN
S89'44'09"E
5' SIGN
742.40'(M) SETBACK
I
I. '
. .., 25.14
--.. i \.----.-.----.--.---.-----.--
! \j ~~~62
I
I
I
I
I
2' CONC. CURB
EOP
1.9'
ASPHALT
PAVEMENT
IifA 2.0'XI5.4' ARCH
~ HT=11.65'
6' W/F
(POOR
CONDITlON)
I
14' COY
I CONC. WAl
I
I I . ,
U I 1.8 X14.0
I CIS
I
'-I .1-5.0'
193.9' 5.0
Y11
10' WIDE flORIDA POWER 1 I
CORPORATION EASEMENT I
OR BOOK 3267. PAGE 47 I I
MQJf; APPROXIIIA TE I I
LOCA TlON SHOIYN DUE ~'
TO ORIGINAL Drx:UMENT
OF VERY POOR QUALITY ' HIGH
(ILLEGIBLE) METER
BOX
r-----------rt-------------------
3.5'XI2.8' : ~
COY CIS t--- _ _..in ~ - - - - -
. . I N in
. N
___________ = ______J~~________
__________...1
GRAS
194.1'
I..
o
ID
.~
~z
~~
ZU
wlX
i!'u.
1..0
o.
w~ F
5~ is
I-- l/l VJ I
l/lw
\/1
I
I
I
I
I
I
I
I
,......,
~
"-"
co
co
OJ
"
N
-+l
in w
IX!
o ·
r<) -.t
r<) 0
~ ':.t
N
b
o
z
o
W
l-
I-
<{
--1
0...
Z
::)
C-
o
w
~.5' CONC.
~ CURB (TVP)
I
I
I
I
--~~
ASPHALT
PAVEMENT
~
<(
a::
Cl
?:
o
-:q.
N89"42'29"W 737.29'(M)
0.5' CONC.
UNPLA TTED CURB (TYP)
.--
o
o
z
><~,
:<::x~~>< ><. )
PARCEL
A.3
-+l
~2.0.J-
r<)
1.7'-
A .1
0.7' CONC.
WAll (TYP)
~ONC.
MES
F
::;)
o
VJ
BUILDING 'A'
-.t
-t~ PAR C E L
""~
1--1/)
l/l
~~~
wlL'
Fog:
u.-.tl
o~~
OwZ
:::lz~
FWu
~FlX
z~~
477.31'
100.00'
x
.. .
24.3'
7.5'X8.0'
COY CIS
OPEN
GROUND
5' CLF
(TYP)
0.5' CONC.
CURB (TYP)
j....
N
.
io
iii
""
. ,1.1'
1._._..\/..__.__~~._lL_._._...._.._.._._.
SE CORNER OF mE
NW 1/4 OF mE SW 1/4
OF SECTION 18-29-~
~
SITE PLAN
40
I
20 0
I I
40
I
SCALE: 1" 40'
1 INCH = 40 FT.
GRAPHIC SCALE
.L.._.._..Z'
EAST 39.0'
EASTERLY PROJECllON OF mE
SOUTH LINE OF THE NW 1/4
OF THE SW 1/4
SYMBOL LEGEND
I1BI =TRANSFORMER
LEGAL DESCRIPTION:
PARCEL A-l
LANDS LYING IN THE WEST 1/2 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
ASPH=ASPHAL T
CONC=CONCRETE
C/S=CONCRETE SLAB
FIR=FND IRON ROD
FCM=FND CONCRETE MONUMENT
SN&D=SET NAIL & DISK LS # 7293
FN&D=FND NAIL & DISK
FND=FOUND
CLF=CHAIN LINK FENCE
W/F=WOOD FENCE
N=NORTl-l
S= SOU TH
E=EAST
W=WEST
C/L=CENTERLlNE
MES=MITERED END SECTION
OHW=OVERHEAD WIRE
PB=PLA T BOOK
PG=PAGE
POC=POINT OF COMMENCEMENT
POB=POINT OF BEGINNING
EOP=EDGE OF PAVEMENT
~
Q:
IV
[XJ
9f
~
=FIRE HYDRANT
SURVEYOR'S REPORT/NOTES:
1. BEARING BASIS ASSUMED: N 89'42'29" W - SOUTH LINE OF THE SUBJECT PROPERTY.
2. DESCRIBED PROPERTY LIES WITHIN ZONE X, ACCORDING TO F.E.M.A. FLOOD INSURANCE RATE
MAP NO. 12103C0128G, 9/3/03.
3. UNDERGROUND IMPROVEMENTS AND/OR UTILITY INSTALLATIONS, INCLUDING BUilDING FOUNDATIONS,
WERE NOT LOCATED OR SHOWN ON THIS SURVEY.
4. THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS OF RECORD NOT SHOWN ON THIS
SURVEY.
5. A FLORIDA POWER CORPORATION EASEMENT RECORDED IN OR BOOK 235, PAGE 71, WHICH IS APPLICABLE
TO THE PROPERTY SHOWN ON THIS SURVEY, CANNOT BE PLOTTED DUE TO INCOMPLETE AND ILLEGIBLE
DRAWINGS WHICH ARE PART OF THE RECORDED INSTRUMENT.
THE NORTH 33D FEET OF THE WEST 3/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18,
TOWNSHIP 29 SOUTH, RANGE 16 EAST; LESS AND EXCEPT, THE PART IDENTIFIED AS: THE EAST 445
FEET OF THE SAID TRACT; ALSO, LESS THE NORTH 50 FEET OF SAID TRACT FOR RIGHT-OF-WAY FOR GULF TO BAY
BOULEVARD; ALSO LESS, THAT PART OF CAPTION LAND DESCRIBED IN FINAL DECREE FILED JUNE 10, 1955, IN
CHANCERY ORDER RECORDED 285 ON PAGE 467, AS INSTRUMENT 205706A, CHANCERY CASE NO. 42,546,
BEING OTHERWISE DESCRIBED AS:
BEGIN AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP
29 SOUTH, RANGE 16 EAST, AND THENCE RUN EAST, A DISTANCE OF 39.0 FEET ALONG AN EASTERLY
PROJECTION OF THE SOUTH LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN NORTHERLY IN A
STRAIGHT LINE 1330.85 FEET MORE OR LESS TO A POINT IN AN EASTERLY PROJECTION OF THE NORTH LINE OF
THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND WHICH POINT LIES 24.6 (23.92) FEET EAST OF THE
NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN WESTERLY 24.6 FEET (23.92 FEET)
TO HIE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 ; THENCE RUN SOUTH ALONG THE
EAST LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 1330.85 FEET MORE OR LESS TO THE POINT OF
BEGINNING.
AND
PARCEL A-2
LOT 2, LOKEY - F.B.C. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 107, PAGE 84 OF THE
PUBliC RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
PARCEL A-3
ALSO THE WEST 100.0 FEET OF THE EAST 445.0 FEET OF THE NORTH 330 FEET OF THE W 3/4 OF THE NORTH 1/2
OF TI~E NE 1/4 OF THE SW 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS THE NORTH
50.0 FEET FOR GULF- TO-BAY BOULEVARD.
----'L- =SIGN
~ =FLAG POLE
=L1GHT POLE
=IRRIGATION VALVE
=POWER POLE
=TELEPHONE PEDESTAL
GV
~
=GAS PEDESTAL
mill =BACK FLOW PREVENTOR
~ =WATER METER
~
WV
[XJ
@
=ElECTRIC BOX
=WATER VALVE
=SANIT ARY MANHOLE
2' TYP. FOUR
SIDES OF SIGN
SHRUBS: VIBURNUM ODORA TISSIMUM (SWEET
VIBURNUM) - 3 GAL. AT 30" O. C.
MULCH: 3" DEEP PINE NEEDLES
IN PLANTING AREA
& TYPICAL FREESTANDING
SIGN LANDSCAPING
(NOT TO SCALE)
5' SIGN
SETBACK
2' CONC. CURB
III
III
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GRASS
PARCEL
A.2
I n
. ::.'. I(WlTH LANDSCAPING - ~
& ISEE DETAIL THIS SHT)
I ASPHAl T
I PAVEMENT
ASPHALT
PAVEMENT
*
BUILDING 'D'
61.0'
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III
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ELECTRIC
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LOCKEY. F.B.C.
PLAT BOOK 107, PAGE 84
ASPHAl T
PAVEMENT
.7' CONC.
WALL (TYP)
-
0.5' CONC.
CURB (TVP)
FIR '1762
FIR '3889
0.38'S, 0.48'W
mE EAST 345' OF THE W 3/4 OF THE N 1/2 OF mE NE 1/4 OF mE SW 1/4 OF SECTION 18-29-16
mE EAST 445' OF mE W 3/4 OF mE N 330' OF mE NE 1/4 OF THE SW 1/4 OF SECTION 18-29-16
'Y
cr
AC=AIR CONDITIONING
P=PLA T
C=CALCULA TED
M=MEASURED
F=FIELD
R=RADIAL
D=DEED
MAS=MASONRY
BLDG=BUILDING
ESMT=EASEMENT
COV=COVERED
R/W=RIGHT -OF -WA Y
CLM=COLUMN
BLK=BLOCK
TYP= TYPICAL
SEC=SECTION
TWP= TOWNSHIP
RNG=RANGE
FF=FINISHED FLOOR
EL=ELEVATION
FT=FEET
HT=HEIGHT
PROJECT SITE
VICINITY MAP
(NOT TO SCALE)
KEY NOTES
~
1
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Vl!!!1
NEW SA TURN LOGO AND "Saturn of Clearwater"
LOGO: 2.042' X 2' = 4.1 S.F.
WALL SIGN: 25' X 1.875' = 46.9 S.F.
NEW "Lokey" WALL SIGN
WALL SIGN: 2' X 0.7' = 1.4 S.F.
WALL SIGN
NEW "Service Reception" WALL SIGN
WALL SIGN: 7.75' X 0.7' = 5.4 S.F.
NEW SATURN FREESTANDING SIGN 14' HIGH
SIGNAGE: 7.83' X 8' = 62.6 S.F.
NEW MITSUBISHI FREESTANDING SIGN 13' HIGH
SIGN AGE: 6.92' X 11.33' = 78.4 S.F.
EXISTING DECOR A TIVE ARCH. NO EXISTING OR NEW SIGNAGE
EXISTING MITSUBISHI FREESTANDING SIGN TO BE REMOVED
SIGN: 11' HIGH WITH SIGNAGE OF 6.5',0 = 33.2 S.F.
EXISTING OLDSMOBLE AND GM FREESTANDING SIGN TO REMAIN
SIGN: 20.4" HIGH WITH SIGN AGE OF 9' X 9' + 2' X 2' = 85 S.F.
EXISTING DECOR A TIVE ARCH. NO EXISTING OR NEW SIGNAGE
5' SIGN SETBACK LINE
20' X 20' SIGHT VISIBILITY TRIANGLE. EXISTING TREES AND/OR
SHRUBS IN SIGHT VISIBILITY TRIANGLES TO BE REPLACED OR TRIMED
AS REQUIRED SO THAT SHRUBS ARE LESS THAN 30" HIGH AND
TREES HAVE A MINIMUM OF 8' OF CLEAR TRUNK.
EXISTING WALL SIGN AGE TO REMAIN 120 S.F.
EXISTING WALL SIGN (BANNER) TO BE REMOVED.
-t I
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l/l-
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1.....1
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>- .... I I
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o F
alWU .
I--i!'lil .
~
DATA TABLE
TOTAL AREA: 207,031:f: S.F.
LOT FRONTAGE: 742.40 L.F.
BUILDING FACADE:
BUILDING "A"
BUILDING "B"
BUILDING "c"
BUILDING "0"
(4.75:1: ACRES)
2,321 S.F.
2,168 S.F.
999.7 S.F.
540.6 S.F.
(AREA FOR SIGNAGE)
BUILDING
A
B
C
D
NEW
SIGNS
o
A TT ACHED SIGNS:
EXISTING SIGNS EXISTING SIGNS
TO REMAIN TO BE REMOVED
120 S.F. 0
72.8 S.F.
o
o
o
o
* 19:1:S.F.
o
146 S.F.
o
* NOT VISIBLE FROM STREET FRONTAGE
SIGN
OLDSMOBLE
SA TURN
MITSUBISHI
MITSUBISHI
ARCHS
FREESTANDING SIGNS:
TO BE
NEW EXISTING TO REMAIN REMOVED
X X
SIGN AGE
AREA
85.5 S.F.
62.6 S.F.
78.4 S.F.
33.2 S.F.
o
X
X
X
X
X
X
IIII ~;i 1U04
ISSUE DATE: 07-19-2004
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...............
GULF - TO-BA Y BOULEVARD
(STA TE ROAD NO. 60)
100' R/W 2' CONC. CURB
ASPHALT PAVEMENT ~
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4ONC. MEDIAN !
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SITE PLAN
DESIGNED BY: CEB
DRAWN BY: CEB
CHECKED BY: RPD
JOB NUMBER
2004-22
THIS DRAWING AND THE DESIGN SHOWN ARE Tl-lE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN
CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
SHEET
1
EOP c:::.:.' CONC CURB S89044'09"E 7 42.40'(M) EOP
· ; .P :.;. ; 5' CONC ""ALK _., P. . · 0.. ..',. :.~ i'.,.,wt:..Grft..rC;.. .~.. .' t ' '.' ," ....~ ~.::..~ II.. .. ' '" L. . \:.:,.; ,,;.: ~~.:. -~:,.~. ./...... y.'I :'.~ :::: '":."..Mt,.,.....~ ~ ,i.IOfi' :;: -
...,...,. ,.~I l'" . ,.I" .,,~, ~ 153,' ''j . .~". .':L ...,. :-~:A. ~,.... ....',: . -.60 i~' , '.~ o. .~.--::O'':' .-,~ 1 '"'' 5 CONC WALKv _. ,.',... ). .,.~ .:r,'. .~. 1 ,'. f.llt"l :.... '. . '.!~ '.1. ~J. . .... .~, ..:4~.~ '5' CO'.'(' WALK . ~.c . ,.. '_'" :.. ~.." ~'~ .'C'I~N'~j'" \. ,;'. ~ .... · ,,,..... "', ,.' , - 0 _ \.:-cIir .'
...._..... . 'tI~ .... . ..~;,......... ,.... . . . . JI~\" ... ..1.1 ........ 'P'!"" "A-: ...ID""....' ., .;.---. . ".--ulj- ....,....~.::.......... ....,
FIR Q J;l Q U Q Q , I X;X l;l -q. 482.45 J;l ~ J;WJ .. ... Q Q J;l . 100 DO' Q QIXI .. yo
#1762 GRASS I I I ~ ~ . ~.
IV ON I I I I 3.0'X9.0' SIGN ONrX ..."" \6.5'''' ') GRASS n
1><3 I I I HT=20.40 1. GRASS ~ METAL
1 2.0'X15.4' SIGN ASPH SIGN CCITY OF CLEARWATER
I PAVEMENT 1 WATER EASEMENT PER 1
I I I I CORPORATION EASEMENT ~ ) \ OR BOOK 5722, PAGE 812 1 ---------..r,
I I I I OR BOOK 447, PAGE 426 L-/' ~ I ~ ~
I I <D I I 0.5' CONC _ "'-=~ 0.5' CONC
I 1 :;; I~ 12.5' I CURB (TYP d 0 CURB (TYP)
I I I ASPH 0\ 0\
I ROOF OVERHANG
I I I I PAVEMENT COV PAVER ST?NE~
... 0.5' CONC II I II ,,'" I I ;2 V
CURB (TYP) Q:"l inl
I :1 G " 4' COV '\'"
4 2.5CL' /CO~C
I I I CO~gvWALK;~~ I 01 STORY MAS LOG 4' COV .~ ; ~~;p;'l-~ c.r". .; / '61.6' ", ,', '" ;,.~y.~~~~
I I 1. TALLE T HT=11.70 lON~ WA~K n.o~,'" . ~ ( c1.02vX2c'/Osl'corl/N"':~2/j4'5'/'.0l
I I 1 8'X14 0' :: / 51.9' / / . 1.2 X2.0 Ot\ /
C/S~ ,~ /S ~ 'f$!. /cov cis /:7LK ~
I I ~l.-----' I I . ~ 1 STORY - 2' CONC
L I-50' ...24.4' / N
193.9' 5.0'-1 -+ . /1 172.2'/ / / 4.5'X7.7' ~ ~A C~NC ~1
I I I I ~ U
10' WIDE FLORIDA POWER y{ I I ciS
CORPORATION EASEMENT I I 2.0 X2.0'
OR BOOK 3267, PAGE 47 I ONC CLM
I I I ;" (UP TO ROOF)
NOTE: APPROXIMA TE I .0
LOCA TION SHO'NN DUE T
TO ORIGINAL DOCUMENT III I ~6' HIGH I
OF VERY POOR QUALITY L ~.-/ METER I I
I --' ~ - - -
N.
,JI ~
_______ ~____~63.2~____________J
NW CORNER OF THE SW 1/4
OF SECTION 18-29-16
EASTERL Y PROJECTION
OF NORTH LINE OF NW 1/4
OF THE SW 1/4
\
24.6'
(23.92')
C:l
"'{
C)
Q::
es
6
Gj
CtJ
NE CORNER
OF NW 1/4
OF SW 1/4
25.14'
I
1.9'- J I-
6' W/F
(POOR
CONDITlON) --V
1.5'
~
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v~
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28.17'
1.1'
SE CORNER OF THE
NW 1/4 OF THE SW 1/4
OF SECTION 18-29-7
.L
EAST
<' CONC CURB
GULF - TO-BA Y BOULEVARD
(ST ATE ROAD NO. 60)
100' R/W
ASPH PAVEMENT
- tt
~CONC MEDIAN
" 2>
~CONC MEDIAN
"
-
>.
~
(
c
/
L:.CONC MEDIAN
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.......:
~:
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a:
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fi
0.5' CONC
CURB (TYP)~ )
../ 2.0'X15.4' SIGN
HT=11.65
ASPH
PAVEMENT
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~
~53.0
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A.3
I c:::::::: 6' W /F
~(POOR
CONDITION)
3.5'X12.8'
COV C/S~
I
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1Xl
ST RY MAS
COMMERCIAL BLDG
U 23 9
ALl,2ST = .5
.": '~,;.. "7' CONG WA'LK ~. ;:.:. :~, "'J .
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PARCEL
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'.9 0
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1..:' '.
. _._ (,0
-, .
7.5'X8.0' C
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11.9"
METAL
SHEQ
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0.5' CONC \ L1' CONC
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737.29'(M) ) /, {
Ll CONC '~
0.5' CONC WALK (TYP) ~
UNPLA TTED CURB (TYP)
.
~
N
N89042'29"W
DESCRIPTION:
PARCEL A-l
LANDS LYING IN THE WEST 1/2 OF SECTION 18, TO'NNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THE NORTH 330 FEET OF THE WEST 3/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18,
TO'NNSHIP 29 SOUTH, RANGE 16 EAST; LESS AND EXCEPT, THE PART IDENTIFIED AS: THE EAST 445
FEET OF THE SAID TRACT; ALSO, LESS THE NORTH 50 FEET OF SAID TRACT FOR RIGHT-OF-WAY FOR GULF TO BAY
BOULEVARD; ALSO LESS, THAT PART OF CAPTION LAND DESCRIBED IN FINAL DECREE FILED JUNE 10, 1955, IN
CHANCERY ORDER RECORDED 285 ON PAGE 467, AS INSTRUMENT 205706A, CHANCERY CASE NO. 42,546,
BEING OTHERWISE DESCRIBED AS:
BEGIN AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP
29 SOUTH, RANGE 16 EAST, AND THENCE RUN EAST, A DISTANCE OF 39.0 FEET ALONG AN EASTERLY
PROJECTION OF THE SOUTH LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN NORTHERLY IN A
STRAIGHT LINE 1330.85 FEET MORE OR LESS TO A POINT IN AN EASTERLY PROJECllON OF THE NORTH LINE OF
THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND WHICH POINT LIES 24.6 (23.92) FEET EAST OF THE
j~ORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN WESTERLY 24.6 FEET (23.92 FEET)
TO THE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 ; THENCE RUN SOUTH ALONG THE
EAST LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 1330.85 FEET MORE OR LESS TO THE POINT OF
BEGINNING.
0.7' CONC ......1
WALL (TYP)~"""
~ONC I
MES (J
OPEN
GROUND
-
/ '"
CONC
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a
o
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..:r.: '\.-;- . .....i'Tfl"{~..~."'".... . .
:.. ~ . : ~ .': _~ ~.:' C<!N'C'.w.~.. .... '" :: :::,' :., ,. . ,,':', '... ,;I.' ~ '....~..~ ~d~t,. "._~' J;1 , '. , : ...} .~. :. .... :'~ .
... -'.:::1._.. .. T1W .- . L -~. . . .. ..
yo yo 160.01' GrASS yo, I I
"I I
\1 I
I
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12' 12'
I
6.4' k
INGRESS/EGRESS
I EASEMENT PER PLAT AND
I OR BOOK 6767, PAGE 1196
I
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6.3' 2- I
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01
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co
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GRASS
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( IN FEET )
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~ /1 STO Y MAS BLDG
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LOCKEY · F.B.C.
PLAT BOOK 107, PAGE 84
I
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ASPH
PAVEMENT
...
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\
160.01'
~.5' CONC
CURB (TYP)
I
FIR #1762
FIR #3889
0.38'S, 0.48'W
THE EAST 345' OF THE W 3/4 OF THE N 1/2 OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18-29-16
THE EAST 445' OF THE W 3/4 OF THE N 330' OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18-29-16
ABBREVIATIONS LEGEND
SYMBOL LEGEND
ITRI =TRANSFORMER
ASPH= ASPHALT
CONC=CONCRETE
C/S=CONCRETE SLAB
FIR=FND IRON ROD
FCM=FND CONCRETE MONUMENT
SN&D=SET NAIL & DISK LS # 7293
FN&D=FND NAIL & DISK
FND=FOUND
CLF=CHAIN LINK FENCE
W/F=WOOD FENCE
N=NORTH
S=SOUTH
E=EAST
W= WEST
C/L=CENTERLlNE
MES=MITERED END SECTION
OHW=OVERHEAD WIRE
PB=PLA T BOOK
PG=PAGE
POC=POINT OF COMMENCEMENT
POB=POINT OF BEGINNING
EOP=EDGE OF PAVEMENT
AC=AIR CONDITIONING
P=PLA T
C=CALCULA TED
M=MEASURED
F=FIELD
R=RADIAL
D=DEED
MAS=MASONRY
BLDG=BUILDING
ESMT=EASEMENT
COV=COVERED
R/W=RIGHT-OF-WAY
CLM=COLUMN
BLK=BLOCK
TYP=TYPICAL
SEC=SECTlON
TWP= TOWNSHIP
RNG=RANGE
FF=FINISHED FLOOR
EL=ELEVA TlON
FT=FEET
HT=HEIGHT
..~
39.0'
EASTERLY PROJECTION OF THE
SOUTH LINE OF THE NW 1/4
OF THE SW 1/4
SURVEYOR'S REPORT/NOTES:
1. BEARING BASIS ASSUMED : N 89'42'29" W - SOUTH LINE OF THE SUBJECT PROPERTY.
2. DESCRIBED PROPERTY LIES WITHIN ZONE X, ACCORDING TO F.E.M.A. FLOOD INSURANCE RATE
MAP NO. 12103C0128G, 9/3/03.
3. UNDERGROUND IMPROVEMENTS AND/OR UTILITY INST ALLA TIONS, INCLUDING BUILDING FOUNDATIONS, WERE NOT
LOCA TED OR SHOWN ON THIS SURVEY.
4. THERE MAYBE ADDITIONAL RESTRICTIONS AND lOR OTHER MA HERS OF RECORD NOT SHOWN ON THIS SURVEY.
5. A FLORIDA POWER CORPORATION EASEMENT RECORDED IN OR BOOK 235, PAGE 71, WHICH IS APPLICABLE TO THE
PROPERTY SHO'NN ON THIS SURVEY, CANNOT BE PLOTTED DUE TO INCOMPLETE AND ILLEGIBLE DRAWINGS WHICH
ARE PART OF THE RECORDED INSTRUMENT.
AND
PARCEL A-2
LOT 2, LOKEY - F.B.C. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 107, PAGE 84 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
IIND
PARCEL A-3
ALSO THE WEST 100.0 FEET OF THE EAST 445.0 FEET OF THE NORTH 330 FEET OF THE W 3/4 OF THE NORTH 1/2
OF THE NE 1 14 OF THE SW 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS THE NORTH
:'0.0 FEET FOR GULF-TO-BAY BOULEVARD.
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=FIRE HYDRANT
=L1GHT POLE
=IRRIGATlON VALVE
=POWER POLE
=TELEPHONE PEDESTAL
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[illf] =BACK FLOW PREVENTOR
IWMI =WA TER METER
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=ELECTRIC BOX
=WATER VALVE
=SANITARY MANHOLE
--'L- = SI GN
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3607 ALT. 19, SUITE C
PALM HARBOR, FLORIDA 34683
PH...727..943..9533
FX.- 727 -944-2733
CERTIFIED TO:
SPRING ENGINEERING, INC.
REVISIONS:
SPECIFIC PURPOSE SURVEY
PARCELS A-i, A-2 AND A-3
PORTION OF SECTION 18-29S-16E
PINELLAS COUNTY, FLORIDA.
ORA WN BY:
RM
CHECKED BY:
DWS
PARTY CHIEF:
Be
FIELD BOOK:
FILE
SCALE: 1"=30'
VICINITY MAP
(NOT TO SCALE)
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THIS PROJECT
DA TE OF SURVEY:
4/21/04
SEC- TWP-RNG:
18- 29S-16E
PROJECT NUMBER:
04-155
SHEET NO:
15
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I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN
MADE UNDER MY RESPONSIBLE CHARGE AND
MEETS THE MINIMUM TECHNICAL STANDARDS AS
SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO SECTION 472.027 FLORIDA
STATUTES.
NOT VALID WITHOUT THE
SIGNA TURE AND
THE ORIGINAL RAISED SEAL OF A
FLORIDA
LICENSED SURVEYOR AND MAPPER
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,~:tism!!r,:: URVEYING & MAPPING INC
LB # 7293
1 OF 1
DA V1D W. STINSON DA TE
FLORIDA REG. LAND SURVEYOR No. 4122
NW CORNER Of THE SW 1/4
Of SECTION 18-29-16
2 EASTERLY PROJECTION
Of NORTH LINE Of NW 1/4
OF THE SW 1/4
<' CONC. CURB ~ONC. MEDIAN
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10' 'MDE flORIDA POWER I I
CORPORA TION EA~;(MEN T I
OR BOOK 3267, ~AGE 47 I I
MQ]t; APPROXIMA IT:: I I
LOCAl10N SHOWN DUE ~I
TO ORIGINAL DOCUMENT
OF VERY POOR QUALITY . HIGH
(ILLEGIBLE) METER
BOX
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SCALE: 1" 40'
1 INCH = 40 FT.
GRAPHIC SCALE
SE CORNER OF THE
NW 1/4 Of THE SW 1/4
OF SECTION 18-29-7
L.._.._..Z'
EAST 39.0'
EASTERLY PROJECl10N OF THE
SOUTH LINE OF THE NW 1/4
Of THE SW 1/4
LEGAL DESCRIPTION:
PARCEL A-1
LANDS LYING IN THE WEST 1/2 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY,
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
SURVEYOR'S REPORT/NOTES:
1. BEARING BASIS ASSUMED: N 89"42'29" W - SOUTH LINE OF THE SUBJECT PROPERTY.
2. DESCRIBED PROPERTY LIES WITHIN ZONE X, ACCORDING TO F.E.M.A. FLOOD INSURANCE RATE
MAP NO. 12103C0128G, 9/3/03.
3. UNDERGROUND IMPROVEMENTS AND/OR UTILITY INSTALLATIONS, INCLUDING BUILDING FOUNDATIONS,
WERE NOT LOCATED OR SHOWN ON THIS SURVEY.
4. THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS OF RECORD NOT SHOWN ON THIS
SURVEY.
5. A FLORIDA POWER CORPORATION EASEMENT RECORDED IN OR BOOK 235, PAGE 71, WHICH IS APPLICABLE
TO THE PROPERTY SHOWN ON THIS SURVEY, CANNOT BE PLOTTED DUE TO INCOMPLETE AND ILLEGIBLE
DRAWINGS WHICH ARE PART OF THE RECORDED INSTRUMENT.
THE NORTH 330 FEET OF THE WEST 3/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18,
TOWNSHIP 29 SOUTH, RANGE 16 EAST; LESS AND EXCEPT, THE PART IDENTIFIED AS: THE EAST 445
FEET OF THE SAID TRACT; ALSO, LESS THE NORTH 50 FEET OF SAID TRACT FOR RIGHT-OF-WAY FOR GULF TO BAY
BOULEVARD; ALSO LESS, THAT PART OF CAPTION LAND DESCRIBED IN FINAL DECREE FILED JUNE 10, 1955, IN
CHANCERY ORDER RECORDED 285 ON PAGE 467, AS INSTRUMENT 205706A, CHANCERY CASE NO. 42,546,
BEING OTHERWISE DESCRIBED AS:
BEGIN AT THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP
29 SOUTH, RANGE 16 EAST, AND THENCE RUN EAST, A DISTANCE OF 39.0 FEET ALONG AN EASTERLY
PRO,IECTlON OF THE SOUTH LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN NORTHERLY IN A
STRAIGHT LINE 1330.85 FEET MORE OR LESS TO A POINT IN AN EASTERLY PROJECTION OF THE NORTH LINE OF
THE NORTHWEST 1/4 OF THE SOUTHWEST 1/4 AND WHICH POINT LIES 24.6 (23.92) FEET EAST OF THE
NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4; THENCE RUN WESTERLY 24.6 FEET (23.92 FEET)
TO THE NORTHEAST CORNER OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 ; THENCE RUN SOUTH ALONG THE
EAST LINE OF SAID NORTHWEST 1/4 OF SOUTHWEST 1/4 1330.85 FEET MORE OR LESS TO THE POINT OF
BEGINNING.
AND
PARCEL A-2
LOT 2, LOKEY - F.B.C. ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 107, PAGE 84 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
AND
PARCEL A-3
ALSO THE WEST 100.0 FEET OF THE EAST 445.0 FEET OF THE NORTH 330 FEET OF THE W 3/4 OF THE NORTH 1/2
OF THE NE 1/4 OF THE SW 1/4 OF SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS THE NORTH
50.0 FEET FOR GULF - TO-BA Y BOULEVARD.
.5' CONC.
CURB (TYP)
PARCEL A.3
0.7' CONC.
WAll (TVP)
~ONC.
MES
OPEN
GROUND
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CURB (TYP)
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100.00'
40
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WALL SIGN
ISSUE DATE: 07-19-2004
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NEW SA TURN LOGO AND "Saturn of Clearwater"
LOGO: 2.042' X 2' = 4.1 S.F.
WALL SIGN: 25' X 1.875' = 46. g S.F.
NEW "Lokey" WALL SIGN
WALL SIGN: 2' X 0.7' = 1.4 S.F.
GULF - TO-BA Y BOULEVARD
(STA TE ROAD NO. 60)
100' R/W '
ASPHALT PAVEMENT \2 CONC. CURB
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~ONC. MEDIAN j
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NEW "Service Reception" WALL SIGN
WALL SIGN: 7.75' X 0.7' = 5.4 S.F.
NEW SATURN FREESTANDING SIGN 14' HIGH
SIGNAGE: 7.83' X 8' = 62.6 S.F.
NEW MITSUBISHI FREESTANDING SIGN 13' HIGH
SIGN AGE: 6.92' X 11.33' = 78.4 S.F.
EXISTING DECOR A TIVE ARCH. NO EXISTING OR NEW SIGNAGE
EXISTING MITSUBISHI FREESTANDING SIGN TO BE REMOVED
SIGN: 11' HIGH WITH SIGNAGE OF 6.5',0 = 33.2 S.F.
EXISTING OLDSMOBLE AND GM FREESTANDING SIGN TO REMAIN
SIGN: 20.4" HIGH WITH SIGNAGE OF 9' X g' + 2' X 2' = 85 S.F.
EXISTING DECORATIVE ARCH. NO EXISTING OR NEW SIGN AGE
5' SIGN SETBACK LINE
20' X 20' SIGHT VISIBILITY TRIANGLE. EXISTING TREES AND/OR
SHRUBS IN SIGHT VISIBILITY TRIANGLES TO BE REPLACED OR TRIMED
AS REQUIRED SO THAT SHRUBS ARE LESS THAN 30" HIGH AND
TREES HAVE A MINIMUM OF 8' OF CLEAR TRUNK.
EXISTING WALL SIGN AGE TO REMAIN 120 S.F.
EXISTING WALL SIGN (BANNER) TO BE REMOVED.
SHRUBS: VIBURNUM ODORA TISSIMUM (SWEET
VIBURNUM) - 3 GAL. AT 30" O.C.
MULCH: 3" DEEP PINE NEEDLES
IN PLANTING AREA
ffi TYPICAL FREESTANDING
SIGN LANDSCAPING
(NOT TO SCALE)
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DATA TABLE
5' SIGN
SETBACK
TOTAL AREA: 207,031:1: S.F.
LOT FRONTAGE: 742.40 L.F.
BUILDING FACADE:
BUILDING "A"
BUILDING "B"
BUILDING "c"
BUILDING "0"
(4.75:f: ACRES)
2,321 S.F.
2,168 S.F.
999.7 S.F.
540.6 S.F.
-
(AREA FOR SIGN AGE)
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BUILDING
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ATTACHED SIGNS:
EXISTING SIGNS EXISTING SIGNS
TO REMAIN TO BE REMOVED
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FREESTANDING SIGNS:
TO BE
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X X
SIGN AGE
AREA
85.5 S.F.
62.6 S.F.
78.4 S.F.
33.2 S.F.
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14'
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ELECTRIC
METERS
CONTRACT DATE:
March 04, 2004
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UNPLA TTED CURB (TYP)
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CURB (TVP)
FIR 11762
FIR 13889
0.38'5, O.48'W
THE EAST 345' Of THE W 3/4 Of THE N 1/2 Of THE NE 1/4 Of THE SW 1/4 Of SECTION 18-29-16
THE EAST 445' OF THE W 3/4 Of THE N 330' OF THE NE 1/4 aF THE SW 1/4 Of SECl10N 18-29-16
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AC=AIR CONDITIONING
P=PLA T
C=CALCULA TED
M=MEASURED
F=FIELD
R=RADIAL
D=DEED
MAS=MASONRY
BLDG=BUILDING
ESMT=EASEMENT
COV=COVERED
R/W=RIGHT -OF -WA Y
CLM=COLUMN
BLK=BLOCK
TYP= TYPICAL
SEC=SECTION
TWP= TOWNSHIP
RNG=RANGE
FF=FINISHED FLOOR
EL=ELEVA TION
FT=FEET
HT=HEIGHT
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ABBREVIATIONS LEGEND
SYMBOL LEGEND
IJ]] = TRANSFORMER
ASPH=ASPHAL T
CONC=CONCRETE
C/S=CONCRETE SLAB
FIR=FND IRON ROD
FCM=FND CONCRETE MONUMENT
SN&D=SET NAIL & DISK LS # 7293
FN&D=FND NAIL & DISK
FND=FOUND
CLF=CHAIN LINK FENCE
W/F=WOOD FENCE
N=NORTH
S=SOUTH
E=EAST
W=WEST
C/L=CENTERLlNE
MES=MITERED END SECTION
OHW=OVERHEAD WIRE
PB=PLA T BOOK
PG=PAGE
POC=POINT OF COMMENCEMENT
POB=POINT OF BEGINNING
EOP=EDGE OF PAVEMENT
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=F1RE HYDRANT
=L1GHT POLE
=IRRIGATION VALVE
=POWER POLE
=TELEPHONE PEDESTAL
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~ =BACK FLOW PREVENTOR
IWJI =WA TER METER
~ =ELECTRIC BOX
WV
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~ =SANITARY MANHOLE
--'L- =SIGN
~ =FLAG POLE
PROJECT SITE
VICINITY MAP
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SITE PLAN
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DESIGNED BY: CEB
DRAWN BY: CEB
CHECKED BY: RPD
JOB NUMBER
2004-22
THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF
SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED,
COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN
CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND
PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST.
SHEET
1