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PINELLAS
COUNTY,
FLOF~IDA
29
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SOUTH, RANGE 16
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SECTION
WEST 1/4 CORNER
SECTION 6-29-16
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LEGAL DESCRIPTION:
\ FOuND
~ NAil/DISC
? PINELLAS COuNTY
SURVEY
S.E. CORNER N. 'N. 1/4
SECTION 6-29-16
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A TRACT OF LAND LYING NITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH,
RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COM!>'1ENCING AT THE WEST 1/4 CORNER OF SAID SECTION 6 AS A POINT OF REFERENCE; THENCE NORTH 89'50'54"
EAST, ALONG THE EAST-WEST HALF SECTION LINE, THE SAME BEING THE CENTERLINE OF STATE ROAD NO. 588
(SUNSET POINT ROAD, A 100 FOOT RiGHT-OF-WAY), 612.29 FEET; THENCE NORTH 00'09'06" WEST, 50.00 FEET
TO THE NORTH RIGHT-OF-WAY LINE OF SAID STATE ROAD FOR A POINT OF BEGiNNING; THENCE NORTH 29'25'29"
WEST, TO THE EAST RIGHT-OF-WAY LINE OF BELCHER ROAD, A 110 FOOT RIGHT-OF-\'v'AY, 10.3.25 FEET; THENCE
NORTH .34'48'24" EAST, ALONG SAID RiGHT-OF-WAY, 1271.78 FEET; THENCE SOUTH 58'46'47" EAST, TO THE
WEST r~IGHT-OF-WAY LINE OF COACHMAN ROAD, A 66 FOOT f~IGHT-OF-WAY, 94.66 FEET; THENCE SOUTH 00'22'42"
NEST, ALONG SAID RIGHT-OF-WAY, 1068.06 FEET; THENCE SOUTH .37'0.3'26" WEST, TO THE NORTH RIGHT-OF-WAY
LINE OF STATE r~OAD NO. 588 (SUNSET POINT [~OAD), 25.11 FEET; THENCE SOUTH 89'50'54" WET, ALONG SAID
RIGHT-OF-WAY, 1.37.41 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT PORTION AS CONTAINED IN THE
O:~Dm OF TAKING AS FILED IN OFFICIAL RECORDS BOOK 8.312, PAGE 1418, PUBLIC RECORDS OF PINELLAS COUNTY,
FLOF~IDA.
Best Copy
Avail,able
COMMON DE TEN TION Ar~EA 2
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ALSO BEING DESCRiBED AS THE FOLLOWING THREE PAI~CELS:
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LEG,l\L DESCRIPTION: BECKETT LAKE PLAZA - PARCEL 1
A TRACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 SOUTH, RANGE
16 EAST, PINELLAS COUNTY, FlOr~IDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COM>'1ENCE AT THE WEST CORNER OF SAID SECTION 6; THENCE NORTH 89'50'54" EAST, ALONG THE EAST lIVEST CENTE:~LlNE
OF ~iAID SECTION 6, SAME LINE BEING THE CENTERLINE OF SUNSET POINT ROAD (S.R. #588), FOR 898.27 FEET; THENCE
NORfH 00'09'06" WEST, FOR 50.00 FEET TO A POiNT ON THE NORTH RIGHT-OF-WAY LINE OF SAID SUNSET POINT I~OAD,
SA!D POINT ALSO BEING THE POINT OF BEGINNiNG; THENCE CONTiNUE NORTH 00'09'06" WEST, FOR 2.30.00 FEET TO THE
POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTHWEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE,
HAVING A [~ADIUS OF 15.00 FEET, A CENTRAL ANGLE OF 90'00'00", AN ARC LENGTH OF 2.3.56 FEET AND A CHORD BEARiNG
NORfH 45'09'06" WEST, FOR 21.21 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 89'50'54" WEST FOR 2.84 FEET;
THENCE NOrHH 00"09'06" WEST, FOR 44.00 FEET; THENCE SOUTH 89'50'54" WEST, FOR 6.3.00 FEET; THENCE SOUTH
00'09'06" EAST, FOR 44.00 FEET; THENCE SOUTH 89'50'54" NEST, FOR 5.46 FEET TO THE POiNT OF CUf~VA TURE OF
A CURVE CONCAVE TO THE SOUTHEAST; THENCE SOUTHWESTE.RL Y ALONG THE ARC OF SAID CURVE, HAVING A RAD!US OF 25.00
FEET, A CENTRAL ANGLE OF 90'00'00", AN ARC LENGTH OF 39.27 FEET AND A CHORD BEARING OF SOUTH 44'50'54"
WEST, FOR .35..36 FEET TO THE POiNT OF TANGENCY; THENCE SOUTH 00'09'06" EAST, FOR 10..32 FEET; THENCE SOUTH
89'50'54" WEST, FOR 13.00 FEET; THENCE NORTH 00'09'06" WEST, FOR 2.14 FEET TO THE POINT OF CURVA TUi~E OF
A CI)RVE CONCAVE TO THE SOUTHWEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAViNG A :~ADIUS OF 25.00
FEET, A CENTRAL ANGLE OF 55"02'.30", AN Ar~C LENGTH OF 24.02 FEET AND A CHORD BEARING NORTH 27'40'21" WEST,
FOR 2.3.10 FEET TO THE POiNT OF TANGENCY; THENCE NORTH 55'11'36" WEST, FOR 9.26 FEET TO THE POINT OF
CUR'/A TUr~E OF A CURVE CONCAVE TO THE SOUTHWEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE, HAVING A
I~ADIUS OF .35.00 FEET, A CENTRAL ANGLE OF 46'0.3'16", AN ARC LE.NGTH OF 28.1.3 FEET AND A CHORD BEARING NORTH
78'13'14' WEST, FOR 27.38 FEET TO THE POINT OF INTERSECTION WITH THE SOUTHEASTERLY :~iGHT-OF-WAY LINE OF
BELCHER ROAD; THENCE NORTH 34'48'24" EAST, ALONG THE RIGHT-OF-WAY liNE, FOI~ 5.38.68 FEET TO THE POINT OF
INTE~SECTIONNITH A CURVE CONCAVE TO THE NORTHEAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAViNG
A R,\D!US OF 25.00 FEET, A CENTRAL ANGLE OF .37'11'55", AN ARC .LENGTH OF 16.23 FEET AND A CHORD BEARING SOUTH
36'.35'.39" EAST, FOR 15.95 FEET TO THE POiNT OF TANGENCY; THENCE SOUTH 55'11'.36" EAT, FOR 114.98 FEET;
THENCE NORTH 34'48'24" EAST, FOR 126.99 FEET; THENCE NORTH 55'11'36" WEST, FOR 4.00 FEET; THENCE NORTH
34'48'24" EAST, FOI~ 47.50 FEET; THENCE SOUTH 55'11'36" EAST, FOR 56.70 FEET; THENCE SOUTH 89'.37'18"
EAST, FOR 87.89 FEET; THENCE NORTH 87'24'39" EAST, FOR 49.06 FEET TO THE POINT OF INTERSECTiON WITH A
CURVE CONCAVE TO THE NORTH; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET,
A CENTRAL ANGLE OF 2.3'.34'41", AN ARC LENGTH OF 10.29 FEET AND A CHORD BEARING NORTH 78'.35'21" EAST, FOR
10.22 FEET TO THE POINT OF INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LiNE OF COACHMAN ROAD; THENCE SOUTH
00'22'42" WEST, ALONG SAID RIGHT-OF-WAY LINE, FOR 102.17 FEET; THENCE SOUTH 37'0.3'26" WEST, FOR 25.11
FEET TO THE NORTHERLY RIGHT-OF-WAY liNE OF AFORESAID SUNSET POINT ROAD; THENCE SOUTH 89'50'54" WEST, ALONG
SAID RIGHT-OF-WAY liNE, FOR 451.4.3 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT THAT PORTION AS CONTAINED
IN TI-lE ORDER OF TAKiNG AS FILED iN OFFICIAL RECORDS BOOK 8.3.12, PAGE 1478, PUBLIC RECOr~DS OF PINELLAS COUNTY,
FLORIDA.
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LEGAL DESCf~IPTION: BECKETT LAKE PLAZA - PAf~CEL 2
A TRACT OF LAND LYING WITHIN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTiON 6, TOWNSHIP 29 SOUTH, RANGE 16
EAST, PINELLAS COUNTY, FLORIDA, AND BE!NG MORE PARTiCULARLY DESCRIBED AS FOLLOWS:
COMVlENCE AT THE WEST 1/4 CORNER OF SAID SECTION 6; THENCE NORTH 89'50'54" EAST, ALONG THE EAST/WEST CENTERLINE
OF SAID SECTION 6, SAME ALSO BEiNG THE CENTERLINE OF SUNSET POINT ROAD (S.R. #588), FOR 612.29 FEET; THENCE NOIHH
00'09'06" WEST, FOR 50.00 FEET TO A POiNT ON THE NORTH RIGHT-OF-NAY LINE OF SAID SIJNSET POINT I~OAD, SAiD POiNT
ALSO BEiNG THE POINT OF BEGINNING; THENCE NORTH 29'25'29" WEST, ALONG THE NORTHEASTERLY R!GHT -OF -WA'f liNE AT
THE iNTERSECTION OF SUNSET POINT r~OAD AND BELCHER :~OAD, FOR 10.3.25 FEET TO THE POINT OF INTERSECTiON WITH THE
SOUTHEASTERLY r~IGHT-OF-WAY liNE OF BELCHER ROAD; THENCE NORTH 34'48'24" EAST, ALONG SAID RIGHT-OF-WAY LINE,
FOR 186.94 FEET TO THE POINT OF INTERSECTI(''' #,T'1 A CURVE CONCAVE TO THE SOUTH; T~ -IIJCE SOUTHEAS1ERL Y ALONG THE
ARC OF SAID CURVE, HAVING A :~ADIUS OF .35. , A CENTI~AL ANGLE OF 46'0.3'16", LENGTH OF 28.1.3 FEET AND
A CH01~D BEARiNG SOUTH 78'13'14" EAST, FOR d.)", FEET ro THE POINT OF TANGENCY; "d:::"",..C: SOU TH 55'11'36" EAST,
FOR 9.26 FEET TO fHE POINT OF CURVATURE OF A CUI~VE CONCAVE TO THE SOUTH\VEST; THENCE SOUTHEASTEr~L'f ALONG THE Af~C
OF :,AiG CURVE, HAVING A RADIUS OF 25.00 FEET, ,\ CGJTRAL ANGLE OF 3:>02'30", AN AkC LE.NGfH OF 24.02 FEET AND A
CHO~D BEARING SOUTH 27'40'21" EAST, FOR 2.3.10 FEET ,TO THE POINT OF TANGENCY; THENCE SOUTH 00'09'06" EAST,
FOR 2.11 FEET; THENCE NORTH 89'50'54" EAST, FOR 73.00 FEET; THENCE NORTH 00'09'06" NEST, FOR 10..32 FEET TO
THE. POINT OF CURVATURE OF A CURVE CONC~ r THE SOUTHEAST; THENCE NORTHEA~'-''''' \LONG THE ARC OF SA!D CU:~VE
HAVNG A RADIUS OF 25.00 F'EET, A CENTRAL iF 90'00'00", AN Ar~C LENGTH OF .3 .T AND A CHO:~D BEAI~ING
NORTH 44'50'54" EAST, FOR .35.36 FEET TO THE POII', T OF TANGENCY; THENCE NORTH 89'~0'54 EAST, FOI~ 5.46 FEET;
THE!~CE NOI~TH 00'09'06" WEST, FOR 44.00 FEET; THENCE NORTH 89'50'54" EAST, FOR 6.3.00 FEET; THENCE SOU TH
00'09'06" EAST, FOI~ 44.00 FEET; fHENCE NORTH 89'50'54" EAST, 2.84 FEET TO THE POINT OF CURVATURE OF A CURVE
CONCAVE TO THE SOUTHWEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE, HAViNG A RADIUS OF 15.00 FEET, A
~THAL ANGLE OF 90'00'00", AN A:~C LENGTH OF 2.3.56 FEET AND A CHORD BEARING SOUTH 45'09'06" EAST, FOR 21.21
F -;- TO THE POiNT OF TANGENCY; THENCE SOUTH 00'09'06" EAST, FOR 230.00 FEET TO THE POINT OF INTE.I~SECTION WITH
E AFORESAID r~IGHT-OF-WAY liNE OF SUNSET POINT ROAD; THENCE SOUTH 89'50'54" WEST, ALONG SA!D [~IGHT-OF-WAY LINE,
/FOR 285.98 FEET TO THE POiNT OF BEGINNING, LESS AND EXCEPT THAT PORTION AS CONTAINED IN THE ORDEI~ OF TAK!NG AS FILED
/ !N CFflCIAL RECORDS BOOt< 8.312, PAGE 1478, PUBLIC RECOr~DS OF PINELLAS COUNTY, FLORIDA.
/
/ 1_ r GA I)r '~CR,r) r'ON f3EC>(f 1 T 'A>(r PI.AlA - PARCE! 3
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A Y;:~ACT Of L\NO L YiNGNm1iN niE SOIJTIf/v'EST 1/~ OF TI-IE NORTIf,VEST 1/4- OF SE:CTION 6, TONNSHIP 21 soum, RANCE: 16 EAST,'
PlNELL\S COliNTY, FLORIDA AND i:.E:iNG ~JORE PARTICULARLY DESCRiBED AS FOlLOv'Y$:
CC!v,~ENCE AT mE WEST 1/4 CORNER OF SAID SECTION 6; THENCE NORm 89'50'54" EAST, ALONG mE EAST/NEST CENTERLINE OF
SAIO SECTION 6, SAME ALSO BEING mE CENTERliNE OF SUNSET POiNT ROAD (S.R. 1588), FOR 1.364.24 FEET; Tl-IENCE NOR111
00'22'42" EAST, ALONG mE SOUTHERLY EXTENSION OF mE WESTERLY RiGHT-OF-WAY liNE OF COACHMAN ROAD, FOR 7>72,\7 FEET
TO fHE POiNT OF BEGINNING, SAID POINT ALSO BEiNG A POINT OF INTERSECTlON 'Mni A CURVE CONCAVE TO l1-iE NOR 111 WEST;
TliE:-..lCE SOlJTlfNESfERLY ALONG niE ARC OF SAID CURVE, HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF' 2S34't,", AN
ARC LENGn~ OF' 10.29 FEET AND A CHORD BEARiNG OF' S0IJ111 78'35'21" lVEST, FOR 10.22 FEET; TliENCE SOlJ111 81'24'39" WEST,
FOR t9.06 FEET; Tl-iENCE NOR111 8')'37'18" WEST, FOR 87.89 FEET; mENCE NORTl-l 55'11'36" 'NEST, FOR 56.70 FE.ET; T11ENCE
'SOIJTIi ~4%d48'24"NEST, FOR 41.50 FEET; Tl-IENCE 50U111 55"1'36" EAST, fOR 4.00 FEET; mENCE SOlJTl1 34'48'24" 'NEST, fOR
12.6'j') FEET; Tl~ENCE NORm 55'1"36" WEST, FOR 114.98 FEET TO Tl-lE POINT Of CURVATlJRE OF A CURVE CONCAVE TO THE
NORniEAST; niENCE NORTlf,VESfERLY ALONG nlE ARC OF SAID CURVE, HAViNG A RADIUS OF 25,00 FE.ET, A CENTRAL ANGLE OF
37'11'5.S", AN ARC LENG111 OF 16.23 FEET AND A CHORD BEARING NORTl-t .36'35'39" WEST, FOR 15.95 FEET TO mE POINT OF
INHRSECTlON 'Mn-t T11E SOUTHEASTERLY RIGHT-Of-WAY LINE OF BELCHER ROAD; THENCE NORm 34'4-8'24" EAST, ALONG Tl1E
R!GHf,'(;f-lt'AY LINE, FOR 552.16 FEET; IHENCE SOUTl1 58'46'41" EAST, ALONG n1E SOUTHWESTERLY RIGHT-Of-WAY UNE AT
TliE INTERSECTION OF BELCHER ROAD AND COACHMAN ROAD, FOR 94.66 FEET TO A POINT ON mE WfSTERLY RICHT-Of-WAY
liNE OF COAt,,;HI.4AN ROAD; mENCE SOUTH 00'22'42. WEST, ALONG SAID RIGHl-OF-WAY UNE, FOR J65.39 FEET TO mE POINT
Of' 8EGINNING, LESS AND EXCEPT TH,q PORTlON AS CONTAINED IN THE ORDE.R OF TAKiNG AS FILED IN OFFICIAL RECORDS 800K
~~~1T A;N~~: 1 t/gj2~~Bi~ F ~.E~:~~jyA6~~~l~ZRiO~~ :iS~LORIDA. .1~cr@"-fI..n'\Y[rr].~~
Jt,:; 1 n 2001 ] ~
ZONING APPROVED
cnv Of (~lEAn\V^rEa PlANNF':.7-~DEVE[b_:~--~..Jrsvcs
ClTYOFClEARWAiEH ._
P~"NNING DEPARfMEN r if: 11
"~=~~'E'ASEAENr /AI"'" COMMONOErENrlON~z;rf/i1gV'i; BIt.,..
OR. 800K~.f87_&;_PAG~~~~a.../.L~CHEWLe' 8J! 188.
OR BOOK 7875, R\GE 2367 (PARC€L I) SCH€OUL€ 811 '8S.
OR BOOK 6901, PAGE 1541. (8Y COMMON O€T€NTlON AREA J) SCH€OULE 8010
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I I I I I I I I I STEVE HILDABRANO I MAE CISSELL I LOUIS MASSAAD I EUGENE REAMER I "'LBERT.It DEUA GROPPER RUDY GOMEl DEtIlNIS SCHUL Tl ALBERT GROPPER m
I 19.37 OLD COACHMAN RD 1999 KINGS HWY 2700 BAYSHORE OR. 1951 OLD COACHMAN RO 1304 RIDGE AVE. I 1959 OlD CO"'CHMAN RD. 1:4 AUCILLA PLANT"'TION DR. I 1.304 RIDGE AVE I LORI SPORCK I 0;0:;::
I LOT 18 I LOT 17 I LOT 16 I LOT 15 I LOT 14 I LOT 1.3 I LOT 12 I I I CLEARWATER, FL. 1 CLEARWATER, FL. I BELl.AIR BCH, FL. I CLEARWATER, FL , CLEARWATER, FL I CLEARWATER, FL I GREENVILLE, FL I CLEARWATER FL [ 4601 FRESH WiNO AVE. I 0
I I I I I I I I I I I LOT 8 I LOT 7 I LOT 6 I LOT 5 I LOT 4 I I' I TAMPA, FL. I ;;a rTl
I I I I I I I I LOT 11 I LOT 10 I LOT 9 I I I I I I LOT .3 , LOT 2 I 1;;0
I I I I I I I I E I P 0 [ N I I E S 1.3 9 P I 6 '7 I [ I LdGEND I LOT 1 I :: <
I [ I I I I I 5 U N 5 rr IT EST A IT P. 8., G. I I I I CI I I "rTl n
~
8 L 0 C K A P.o.c. = Point of Commencement F.I.R. Found iron Rod de Cop
P 0 B = Point of Beginning F.P.P. Found Pinched Pipe
. (MD~' Data per Description F.O.P. Found Open Pipe de Cop
( Measured Data P.C.P. Permanent Control Point
(C Calculated Data F.C.M. Found Concrete MontJment
PGO.(.5). Page (5) S.I.R. Set Iron de Cop 1/2" L.S. #4626
R. Official Record Book LB Corporate Certificate NUn"'ber
P.B. Plat Book P.L.S. Professional Land SI~rveyor
R Radius C.S. Concrete Slob
tJ. Oelta Angle CONC. Concrete
EP Edge of Pavement S/W Sidewalk
R/W Ri9ht-of-way ct Centerline
SMH Storm Sewer Manhole D/W Driveway
o M.E.S. = Mitered End Section WV = Water Valve
T.0.8. = Top of Bar,k SSMH = Sanitary Sewer Manha:e
T.O.S. = Toe of Slope GV = Gate Valve
IfN, = Water Meter OHW = Overhead Nires
LIP = Light Pole FHA = Fire Hydrant Assembly
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JOHN &: PATRICIA TSANTILAS
68 DuNN ST.
CHIOPEE, MA
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GUY flALE L
11-IE UNDERSIGNED HEREBY CERTIFIED 10: ALBERTSCNS,INC.,A OOAWARE~~LAW OFflCES OF B.F. (BIFr) GODfREY, JR,
BOGIN, MUNNS" MUNNS, WEBB'S NURSERY, INC, A FLORIDA CORPORATION, "''ljD FlDEUf'I' NATIONAL 11M iNSURANCE CO~PANY
OF NEW YORI< 11-IAT n-HS MAP OR PLAT AND 11-IE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE Wl11-I 11-IE MINIMUM
STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TInE SURVEYS., JOINllY ESTABliSHED AND ADOPITD BY ALTA. ACSM
AND NSPS IN 1999, AND INClUDES I"!EMS 2,J.4,5,8,8,10,11b,14, AND 15 OF TABLE A 11-IEREOf, AND PURSUANT TO 11-IE
ACCURACY STANDARDS (AS ADOPITD BY 11-IE ALTA, ACSM AND NSPS, iN EFfECT ON lliE DAITD OF llilS CERTIFICATION) AND
11-IAT lliE POSITIONAL UNCERTAINTIES RESULTING fROM lliE SURVEY ho1EASUREMENTS MADE ON !1-iE SURVEY DO NOT EXCEED lliE
ALLOWABLE POSITIONAL TOlERANCE. flJR11-IlRMORE, 11-1E UNDERSIGNED CERTIFIES 11-IAT HE HAS SURVEYED lliE PROPERf'I'
HEREIN DESCRIBED AND l1-iA T THIS SURVEY WAS MADE ON lliE GROUND, SHOWING ALL GAPS, GORES OR OVERLAPS OF lliE
PROPERf'I' OR ON lliE PROPERf'I' AS PER 11-IE RECORD DESCRIPTION, AND AS EVIDENCED BY lliE BOliNDARY SURVEY. PARCELS 1,
2 AND J AS DESCRIBED HEREON ARE CONTIGUOUS; FlJR11-IER, l1-iAT lliERE ARE NO ENCROACHMEN1S EllliER WAY ACROSS PROPERf'I'
LINES, VISIBLE EASEMENTS OR RIGH1S-Qf- WAY (EXCEPT AS NOrED HEREON, IF ANY),
SITE DATA
(j)
CERT/FICA TlON'
1. lliE lONING FOR l1-iIS SITE IS COMMERCiAL
SETBACKS -FRONT 25'
SIDE 10'
REAR 20'
DA TED:
~ GUY D. HALE; TIlE SURVEYOR IN RESPONSIBLE CHARGE; HEREBY CEf?T7FY TlIA T
THE SURVEY REPRESENTED HEREON AND TlIA T SAID ABOVE GROUND SU!?VEY AND
SKE Tal A!?E A CCURA TE TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FUR TIlE!?
CERT1FY TlIA T TIllS SURVEY MEETS TIlE IvllN/MUM TECIiN/CAL STANDARDS IN
SECT10N 472.027, FLOf?/DA STATUTES (OR RULE CHAPTER 61G1/-6..., F.A.C.)
SURVE"}t. N. T VAL/Dcr~ IIS.S SEALED i14 TlI AN EMBOSSED SEAL.
rM' A SHEET 2 OF 2.
,." t)..{ il'!b
C~~/{,AI~~162~ '--..
JOB NUMBER: 2000248
369 MEA RS BOULEVARD
OLDSMAR, FLORIDA :.14677
(813) 855-47/4 FAX (813) 855-4976
h-P\- \f~
1 -=~~,
curWE I RADIUS I LENGTH [ TANGENT I CHORD I BEARING I DELTA
C1 25.00' 10.29 5.22' 10.22 S78'.3521'W 2.3'3441"
C2 25.00' 16.23 8.41' 15.95' N36'.35' .39"W 37'11'55"
DA TE:08/12/2000
.sf>IJ~<<J1 .. II O~
If;/ ).) ~Ic/ht A:J
Bgmd. 3638-137 EUROPEAN BWE
W/ WEEDED WHITE COPY
3"
f f 5" I 3" PANELS (1-9) 1/8' CLEAR PLEX W/ BLACK NUM.( 1 EA. )
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4'-3-
2" ANBLE IRON BOLTED or
WElDED SIF CABINET
1 10" f
~c;;}fi1fi1 WWlW 00 m
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~(OI(iYi' WWlW 00 m
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6'-3-
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1'-0-
2 %" X 10" PANELS (7 TOTAL)
118" ClEAR PLEX WI 3630-167 BWE S and NUM.
UNDERSCORE TO BE #33 RED
WI OUT COPY TO BE BLACK
0'-8-
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ARLON VINYL #111 (ALBERTS0N8)
OR 3M 3138-137 (EUROPEAN BWE)
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w' G. Pun:bue
CABINET a SQ. TUBE SUPPORTS
PAINTED TO MATCH SHERWIN WlWAMS
...2324 MOnage _"
.~
WilD LOAD
120.11 EXP "C"
82.16 psi
_[if 0 11314~ f
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10'-0 .
ARUJN VINYL .33 (RED)
OR 3M 3838-33 (RED)
OR PAffTONE 48IC 2X
.
Z
.
..-0 ·
.485 prda CONCRm
EA. footing
ARLON VINYL 41'118 (ALBERTSONS)
OR 3M 3630-167 (BRIGHT BWE)
OR PANTONE 2I4SC
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ARUJN VINYL #67 (PRlMPOSE YELLOW)
OR 3M 3&H-15 (BRIGHT YELLOW)
OR PANTON! 101C
t-- 2'-8.
---t
MFG. W SfF IllUMINATED CARWASH MENU BOARD
TOTAL SQ.FooTAGE FOR LOGO & EXPRESS IS 15.6 SQ. Ft SCALE: 1" = l' -0"
SIf CABINET: .040 AWM. CONSTRUcnON PAINTED TO MATCH SHERWIN WILUAMS S.#2324 "Orange Blossom"
CABINET TO BE INTERNALLY ILWMINATED W/ (3) 72" CW/HO FlDURESCENT LAMPS on .
(1) 0&20-244 BALLAST @ 2.5 amps
CABINET TO HAVE .177 WHITE TUF-GLASS FACE WI VINYL GRAPHICS I PRICE PANEL ZIP TRACK
_e National to Mfg, a Install (1) 6" PVC Pipe wI end caRL
pve pipe to be painted gloss while w/3/8" eye bolts w/ chain fasleners
PVC pipe to have 4" 3650-33 fed vinyl copy (CLEARANCE 7'-0" )
WHITE HIGHLIGHTS
(lYp.)
.
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ARLON VINYL." (AQUA BWE)
OR PANTONE 326C
(lYp.)
t
3'''-
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ONCE INSIDE CARWASH
DO NOT BACKUP
UNLESS INSTRUCTED
TO DO SO
t
0'-11' ---i
DO NOT
ENTER CODE
UNTIL VEHICLE
IN FRONT
OF YOU IS
IN THE BAY
.
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MFG. NON.lllUM. PANELS
SCALE: 3" = l' -0"
.140 AWM. PANELS ( 11" x 1'-0" ) PANEL PAINTED TO MATCH #33 RED VINYL
WI WHITE OPAQUE VINYL COPY
(18" x 42") PANELS PRE-PAINTED WHITE W/ #33 RED OPAQUE VINYL
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( HANGING SIGN PANEL)
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TOP PORTION PAINTED
OFF WHITE
OTTOM PORTION PAINTED
TO MATCH 3830-167 MEO aWE
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.040 Allin. Conr
painted II match Sllerwll wmlaml
Sw#2324 MOraIge_"
2" x .114 wall x 4'-10" . .
Support Pipe
WIND LOAD
120mph EXP "c"
67.
t- r~--1
MFG. (1) S/F Non-ILLUMINATED CARWASH ENTRANCE SIGN
TOTAL SQ.FOOTAGE FOR LOGO I EXPRESS IS 4.0 SQ. Ft SCALE: 1" = 1 '-0"
.125 AWM. PANEL PAINTED AS SHOWN (NO TEXTUR~ )
TOP PORTION WHITE wI VINYL "A Express" GRAPHIC
BOTTOM PORnON PAINTED to match 3830-167 MED BLUE wi WHITE VINYL COpy
3'-& -
UNLESS INSTRUCTED TO DO SO
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Image National, Inc.
An Electric Stgn Company
VvV'/ 'IV, illld\~t)tl~)lIUi i(-, (~(Jrl)
· SIGNS · STOREFRONTS
· INTERIOR GRAPHICS
GENERAL OFFICES:
444 E, Amity Rd.
Boise, 10
83716
TELEPHONE:
(208) 345-4020
(800) 592-8058
FAX:
(208) 336.9886 ,
ElEl'SSTAIIP
MIE
813 2001
_BY IIIWS
scon c. u
ACOUTR ~n .
RORY ~ r--
PIOIaIGl. -
SHA..ON II
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POlOJN ~m-_nn
lLlLI. r--
om AmatAt
WfS.ll
810.
6039
OIIfFlfM
A EX.PrJ.SI.~1"_,*
END.
2OF3
IV. "
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6
6
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These desi ns are the exdusive ro e of IMAGE NATIONAL, INC., all ri hts reserved No co or re rodudion, in whole or in art ma be aaom Iished without the ex ressed written a royal of IMAGE NATIONAL, INC.
PROOOC1IlN UlCAlIlII
1921 N. Belcher
Clearwater, FL.
PIOJE[f 11TlE
(f;tMXOU
Sign Faces ONLY
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Mfg.J2) 3/16" White SG Plex Faces to reface existing O/F Pylon Siun..
scale: 3/4" =1' -0"
Albertsons ; Bkarnd 3630-167 Bright Blue w/2nd Surface block out (opaque look) copy & outline illuminated
weeded white outline I Albertsons copy , Lelt lea 01 logo 3630-137 Ok. Blue I Right lea 3630-167 Blue
1" Dividing line 3630-33 Red ( Illuminated)
A Express ; Bkgrnd 3630-137 Ok. Blue wI 2nd Surface block out (opaque look) copy I outlines illuminated
weeded white outline (Logo ) Lelt leg 3630-137 Ok. Blue I Right Leg 3630-167 Med Blue
(Express) E press 3630-137 Ok. Blue , x I underscore 3630-33 Red
(FOOD. FUEL. CAEWASH) FOOD FUEL I CARWASH 3630-137 Ok. Blue (dots) 3630-33 Red
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L1RI : UNLEADED
I TO IE REVERSE CUT FROM IWE VINYL #3138-117
. BAClEO-UP W/ WHITE VINYL #3I38-2D
0'-3 w
3118' CLEAR SIG PLEX (MODIfIED ACRYUC)
fACE W/ VINYL APPUED @ 210 SURfACE
PAINT CAB . "1' BOX RETAINERS
TO MATCH 3130.167 BRIGHT BWE
OVERALL BLUE VINYL 8IID #3838-167
APPLIED _ SURFACE w/ILACK/WHITE.ouT
OVER BWE VINYL
INTERIOR _ MA
CWHO LAMP ILLUMINAnDN .
(2) EACH 5' LAMPS
18 1/2" WIDE BY 14" TALL
(1/8") PLEX PANEU
BY WAGNER ZIP CHANGE.
SEE DETAIL ABOVE
1 W CLEAR CHANGE
LTR TRACK @
TOP . W/1/1" LEmR tfOLDS
71r CLEAR CHA8
LTR TRACK @ BOTTOM
DA8HED LINES REPRESENT FACE AREAS BEHIND
"'MBER PANEU , BOXES WEEDED OUT 10 BE
1/4" SMALLER ALL THE WAY AROUND
WEEDED BOXES 10 BE CLEAR
MFG 00 S/F ALUM. CABINETS
AREA = 10 SQ. FEET. SCALE: 1" =1' - 0"
SIF CABINETS WI (2) 60" LAMPS ON (1) 0412-12 BALLAST@1.85 amps
TOTAL OF 3.3 amps - (1) 20 AMPS CIRCUIT @ 120 VOLTS
12" NUM.
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*(2) PANas
READING NUMBER (6)
PER SET
*(1 fA,) PANEL READING
"2" 1. , 9110 & _: REQ'D PER SET
(TOTAL of 12 PEl SET )
*(2) EAOI OF PANELS
READING NUMBERS
(0) THRU (5 & 7,8)
lOTAL OF (16) PER
FAa
~
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*lSET = 1 FACE
*NOTE: REQUlREDWITH * TOTAL OF (44) PANELS REQ'D
THIS ORDER ARE: 1011'11 WIDE BY 14. TAU (l18W) PLEX PANElS
(1) 18' LONG CHANGE ARM W/ WI BWE VINYL APPUED @ 2ND SURFACE.
sumON OJP
(1) STORAGE CABINET FOR (2) SETS WHITE NO,S W' BWE BKGD
OF (22) NUMBERS (44TDTAL) "'( BKGRND. on PANELS to MATCH -
3M #3630-167 BRIGHT BWE )
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COACHMAN ROAD, - 60' R/W // (q:
--.- --------.------ '-- .---'- .----------------.------ ---.----- ------ ------------------------------. -.-------------------.-----.-------l'
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These desi ns are the exclusive ro e of IMAGE NATIONAL, INC., all ri hts reserved No co
art ma be accom lished without the ex ressed written 0 roval of IMAGE NATIONAL, INC.
J
Image National, Inc.
An Electric Sign Company
WVvW.ll1ld\J('il1lI0110l ((Jill
:;
· SIGNS · STOREFRONTS
-INTERIOR GRAPHICS
GENERAL OFFICES:
444 E. Ami~ Rd.
Boise, 10
83716
TELEPHONE:
(208) 345-4020
(800) 592-8058
FAX:
(208) 336-9886
EEIEI'S STAIIP
MTE
8/13/2001
_BY ~
sconc.~
AUOUNTI6I.~
RORY ~ ~
=:-.o~~
ESfIAlJIj ~
MIlE 6. ~
PIODlK1IIN~
F.UL.B. ~
QJENT APPROVAL
SAl!S lIIlEUo.
QOOTEtIO.
6039
IDIRLEM
A ElPRDI#4401"I.cdr
END.
1 OF 3
m BY
~ se
6.
6.
6.
DATE
10 01
PlODN LOallOll
1921 N. Belcher
Clearwater, FL.
PROJEtT1ITlE
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