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SECTION 28, TOWNSHIP 1;28 SOUTH, RANGE
PINELLAS C(JUNTY, FLORIDA
1 6 EAST
LEGEND
CHAIN UNI< FENCE
INVERT
ELEVATION
FIELD DATA (PLAT BOOI< 30. PAGE 9)
FOUND IRON PIPE
OVERHEAD CA8lE
PLAT DIMENSION
LOT REMAINDER DIMENSION
REINFORCED CONCRETE PIPE
RIGHT-OF-WAY
SET 5/r!' IRON ROO WITH CAP '3616
TEMPORARY BENCH MARl<
WOODEN FENCE
CENTERUNE
GUY & ANCHOR
UTIUTY POLE
GRAPHIC SCALE
~ 'I
20 ,'40
1".20'
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60
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DESCRIP TlON
ALL OF LOTS 4 AND 5, TOGETHER WITH A PORTION OF LOts 6, 7, 8, 9 AND 10. BLOCK J. ACKER'S
SUB-DIVISION, ACCORDING TO PLA T THEREOF, AS RECORDeD IN PLA T BOOK JO, PAGE 91, PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA, IN SECTION 28,' TOWNSHIP 28 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, BEING DESCRIBED AS FOLLOWS:
i
BEGIN A T THE SOUTHWEST CORNER OF LOT 10, BLOCK J OF THE AFOREMENTIONED PLA T,' THENCE
N 00-20'J4n E ALONG THE WEST LINE OF SAID LOTS 10, 9 AND 8, FOR A DISTANCE OF 145.28 FEET
TO THE MOST SOUTHERL Y CORNER OF SAID LOT 5: THENCE 5 45-27'J4" ~ FOR A DISTANCE OF 68.57
FEET TO THE MOST SOUTHERL Y CORNER OF LOT 4, THENCE N 44-J2'26n ~ FOR A DISTANCE OF
120.00 FEET TO THE NORTHWESTERL Y CORNER OF LOT 4, THENCE N 45e27'J4n E ALONG THE
NOR7HWEST LINE OF SAID LOTS 4, 5 AND 6, FOR A DISTANCE OF 247.54 FEET; THENCE
S 05~5'"n E, FOR A DISTANCE OF 75.11 FEET,' THENCE S 00;2'19" E, FOR A DISTANCE OF
281.92 FEET ro A POINT OF INTERSECTION WITH THE SOUTH LINE OF SAID LOT 10: THENCE
N 89-J6'56" W ALONG SAID SOUTH LINE, FOR A DISTANCE OF 52.J6 FEET TO THE POINT OF
BEGINNING.
CONTAINS 0.742 ACRES, MORE OR LESS.
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NOTES:
,. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY RIGHT-OF-WAY OF DANIEL
STREET, HA VlNG A BEARING OF N 4S~7'34" E. (p)
2. REFERENCE BENCH MARK: PINELLAS' COUNTY BENCH MARK "SAFFTY K", HA VlNG AN
UNADJUSTED ELEVA TlON Of' 36.840 fEfT.
J. ALL ELEVA TlONS ARE BASED ON NA TlONAL GEODETIC VERTICAL DA ruM OF 1929. MEAN
SEA LEVEL - 0.00 FEET. I
4. ONL Y VISIBLE EVIDENCE OF UNDERr;ROUND UTILITIES IS SHOWN HEREON. NO
EXCA VA TlON TO LOCA TE UTILITIES WAS DONE FOR THIS SURVEY.
5. THERE MA Y BE ADDITIONAL UNDERGROUND UTILITIES THA T ARE UNKNOWN TO THE
UNDERSIGNED AND THEREFORE NOT SHOWN HEREON. CALL "SUNSHINE CALL ONE",
UNDERGROUND UTILITY NOTlFICATlON~ FOR EXCAVATORS AT 1-800-4J2-4770, TOLL
FREE, 48 HOURS BEFORE DIGGING.
6. FIELD WORK COMPLETED 09/21/99.
7. SITE LOCA TED IN FEMA FLOOD ZONE C, PER COMMUNITY-PANEL NUMBER 1251J9 0089 C,
MAP REVISED JUNE " 198J.'
8. THIS SURVEY MADE WITHOUT THE BENeFIT OF AN OWNERSHIP AND ENCUMBRANCE REPORT,
TITLE BINDER OR OTHER SIMILAR INSTRUMENTS. CAMPBELL CONSULTANTS, INC.,
THEREFORE MAKES NO REPRESENTATIONS OR GUARANTEES PERTAINING TO EASEMENTS,
RIGHTS-OF - WA Y, SET BACK LINES, RESER VA TlONS, AGREEMENTS OR OTHER SIMILAR
MATTER~ ~
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9. DESCRIPTION WAS PREPARED FROM INFORMA TlON PROVIDED BY CLIENT WHICH INCLUDED
LOT AND BLOCK DESCRIPTION OF LOrs 4 - 10, BLOCK J, ACKER'S SUB-DIVISION
TOGETHER WITH A SKETCH PREPARED I BY PINELLAS COUNTY PUBLIC WORKS, S.F.N.067,
DA TED 4/9/97, THA T SHOWS DESCRIP110N OF A PORTION OF LOTS 5 - 10, BLOCK J.
THE PORTION OF LOTS 5 - 10, BL06l< J , NOT INCLUDED, APPEARS TO BE ADDITIONAL
RIGHT-OF-WA Y FOR MULLEN BOOTH ROAD. HOWEVER NO AUTHORITY FOR SAID
RIGHT-OF-WAY WAS PROVIDED OR IS !KNOWN TO THE UNDERSIGNED.
\
I HEREBY CERTIFY THA T THIS SURVEY WAS PERFORMED UNDER MY DIRECTION AND THA T IT
MEETS THE APPLICABLE PORTIONS OF THOSE TECHNICAL STANDARDS FOR SURVEYS AS SET
FORTH BY THE FLORIDA BOARD OF' SURVEYORS AND MAPPERS, PURSUANT TO CHAPTER
61G17-6, OF THE FLORIDA ADMINISTRA':f1vr CODE.
DA TE In -1.1..- "'I
_---J.,..~. .
R I
LlAM R. DE LONG, P.S..t
FLORIDA SURVEYORS RE
NOT VALID WITHOUT
ORIGINAL RAISED
SURVEYOR AND M
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JUN - 52000 '\ ~" \
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
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