ANX2005-09033 (2)
East 1/4 comer
Section 12-29S-15E
2. Plnella. County Disk
SANITARY M HOLE
RIM - 88.82
INV (W) - 6 22
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INV (E) - 83.18
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SECTION 12 . TOWNSHIP 29 SOUTH . RANGE 15 EAST OCJ II 0
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PINELLAS COUNTY, FLORIDA
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TOP ... 69,09
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o'~ LEOEND 101 TRAFfIC SIGNAL ACCESS BOX
OAK TREE NO SCALE OlD CLEANOUT
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PINE TREE . GAS VALVE
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O,Z OTHER TREE (AS LABELED) @ GREASE- TRAP MANHOLE
<:) BUSH (f) ELECTRIC MANHOLE
FND FOUND @ STORM MANHOLE
SClR SET 1(2' CAPPED IRON ROD 'LB 411' J.
FIR FOUN IRON ROD ~ZE NOTED" GD WAl!R VALVE
FCIR FOUND CAPPED I ROD (51 E Nal!D) . RECLAlNED WAl!R VALVE
FRR FaUND RAILROAD SPIKE III WAl!R NETER BOX
PK PARKER KA'rlON NAIL lEI ELECTRIC BOX
FCN FOUND CONCREl! MONUNENT ~SIZE NOl!~ 1!I RECLAlNED WA l!R NEl!R BOX
FOP FOUND OPEN-ENDED IRON PIP (SIZE Na rml ~ IRRIGATION CONTROL VALVE
FPP FOUND P1NCHED- TOP IRON PIPE (SIZE NO )
FNoleD FOUND NAIL ole BRASS DISK <> or <f' FIRE H'l'DRANT
SN&il SET NAIL IN BRASS DISC .LB 4111 J. * UGHT POLE
10 IDENTIFICATION
PLS PROFESSIONAL LAND SURVEYOR ~ WOOD UTIUTY POLE
LB UCENSED BUSINESS {I} CaNC UTIUTY POLE
P PLAT rn TELEPHONE BOX
0 DESCRIPTION
F FIELD NEASURED !Sl CABLE TV BOX
O,R, OFFICIAL RECORDS (BOOK) 51GN
PG PACE SPRINKLER HEAD
PB PLAT BOOK 0'" ROOF DRAIN
cp CALCULA l!D FROM PLAT CALLS <4 LANDSCAPING UGHT
cf CALCULA l!D FROM FIElD SURVEY
POB POINT OF BEGINNING GUY GUIDE 'MRE
POC POINT OF COMNENCENENT R/W RIGHT-OF-WAY
P.U. PUBUC UTIUTIES EASENENT { CENTERLINE
D.E, DRAINAGE EASEMENT EIP EDGE Of PAVENENT
NH NANHOLE
EL ELEVATION BOC BACK OF CURB
INV. INI.f:RT HWY HIGHWAY
T,O.P. TOP Of' PIPE BLIIO BOULEVARD
UG UNDERGROUNO CONC CONCREl!
U,D, UNDERDRAlN ASPH ASPHALT
N.E,S, MITERED END SECTION EN ELEClRIC MEl!R
f,E.S. FLARED END SECTION QF CHAIN UNK FENCE
RCP REINfORCED CONCREl! PIPE BWF' BARBED 'MRE FENCE
ERCP ELUPTICAL REINFORCED CONCREl! PIPE 'M>f WOaD PLANK FENCE
CNP CORRUGATED METAL PIPE A/C AIR CONDIl1ONER
DIP DUCTILE IRON PIPE R.R. RAILROAD
PVC POl. y-.,N'rlCHLORIDE PIPE TOB TOP Of' BANK
Gl! GENERAL TaEPHONE AND ELECTRONICS TOS TOE OF SLOPE
l!LE. l!LD'HONE NO. NUNBER
OHW ~~~~~r sb~~~~ON F,F, FINISH FLOOR
DIA. DIAMEl!R
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SANITARY MANHOLE
RIM - 71.54
INV (S) - 65,59
INV (N) ... 65.54
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APPRAISER
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SANITARY MANHOLE
RIM - 72.8B
INV (N) . 67,40
INV (NE) - 69,88
INV (W) - 87,77
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That part of Lot 16, PINELLAS GROVES, Southeast 1/4, Section 12, Township 29 South, Range
15 East, according to plat thereof recorded in Plat Book 3, Page 15 of the Public Records of
Pinellas County, Florida, described as follows:
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Begin at the East 1/4 corner of Section 12, Township 29 South, Range 15 East run thence
South 0.01 '19" West, along the section line 743,94 feet of point of beginning; thence North
89.20'03" West, 206.76 feet; thence South 0'01 '19" West, 318,58 feet; thence South 89.20'03"
East, 13.15 feet; thence South 0.01 '19" West, 150.0 feet to the Northerly line of Coachman
Road; thence South 53"54'49" West, 178.61 feet to the Westerly line of Lot 16, PINELLAS
GROVES as recorded in Plat Book 3, Page 15 of the Public Records of Pinellas County, Florida;
thence North 0.03'18" East, along said Westerly line 655.47 feet; thence South 89.20'03" East,
337.51 feet to Section line; thence South 0'01'19" West, 80.01 feet to point of beginning; LESS
AND EXCEPT the right-of-way to the East for Belcher Road.
LESS AND EXCEPT from the Northeast corner of the Northeast 1/4 of the Southeast 1/4 of
Section 12, Township 29 South, Range 15 East, run thence South 0'01 '19" West, along the
section line, 663.93 feet for the point of beginning; thence continue South 0.01'19" West, along
the section line, 80.01 feet; thence North 89.20'03" West, 206.76 feet; thence North 0.01'19"
East, 80,01 feet; thence South 89.20'03" East, 206.76 feet to the point of beginning, Less the
Easterly 50,0 feet for road right-of-way,
NOTES:
1. TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY
2. LAST DATE OF SURVEY: JULY 8, 2005,
3, SURVEY CREW: MIKE GROSS, and DAN LANG
4, ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL
GEODETIC VERTICAL DATUM OF 1929 (N.G. V.D.).
5. REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCHMARK "G-11 ",
ELEVATION = 69.545' N.G. V.D.
5. THE LOCATION OF EXISTING UNDERGROUND INST ALLA TIONS OR IMPROVEMENTS
HAS BEEN LIMITED TO THE ABOVE GROUND EVIDENCE OF SUCH IMPROVEMENTS,
EXCEPT AS SHOWN OTHERWISE.
6, BASIS OF BEARINGS: THE SOUTH RIGHT-OF-WAY LINE OF PALMETTO STREET (C.R, 50)
ASSUMED TO BEAR S89.18'16"E,
7. THE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND IS
SUBJECT TO EASEMENTS, RIGHTS-OF-WAY AND SIMILAR MATTERS OF TITLE,
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