300 HAMDEN DRNc
DENOTES EDGE OF PAVEMENT
cw\64�-r\
Dr -Ty-o �cckr-Q Oe,�o r�
A
SEC-rI01--,T 89 -r0Wl'%TSl-llP 29 SOU-r]Hg R-Al`%T(3E 15 E-A-S-r. COUTST-r-Yq FEORIDA. 22�Jv)
BFP
= BACK FLOW PREVENTER
C/o
= SANITARY CLEANOUT
xo-nxm
LEGAL DESCRIPTION:
DENOTES EDGE OF PAVEMENT
-xxxxxx
= DENOTES TOP OF CURB
A
= ARC DISTANCE
BFP
= BACK FLOW PREVENTER
C/o
= SANITARY CLEANOUT
CB
= CHORD BEARING
CONC.
= CONCRETE
D
= DELTA
EL.
= ELEVATION
FCIR
= FOUND CAPPED IRON ROD
FIR
= FOUND IRON ROD
FND
= FOUND
FN/D
= FOUND NAIL AND DISK
F/NAIL
= FOUND NAIL
FPKND
= FOUND PARKER KALON NAIL AND DISK
GV
= GAS VALVE
ID
= IDENTIFICATION
LB
= LICENSED BUSINESS
LLF.EL.
= LOWEST LIVING FLOOR ELEVATION
LP
= LIGHT POLE
LP & U.B.
= LIGHT POLE AND UTILITY BOX
OHW
= OVERHEAD WIRES
ORB
= OFFICIAL RECORDS BOOK
P.B.
= PLAT BOOK
PCC
= POINT OF COMPOUND CURVATURE
PGS.
= PAGES
PLS,
= PROFESIONAL LICENSED SURVEYOR
P.O.B.
= POINT OF BEGINNING
P.O®C.
= POINT OF COMMENCEMENT
PRC
= POINT OF REVERSE CURVATURE
PRM
= PERMANENT REFERENCE MONUMENT
(P)
= PLAT
(M)
= MEASURED
(F)
= FIELD
(R)
= RADIAL
(C)
= CALCULATED
(D)
= DEED
RLS
= REGISTERED LAND SURVEYOR
RWM
= RECLAIMED WATER METER
SPKND
= SET PARKER KALON NAIL & DISK
SN/D
= SET NAIL AND DISK, LB 6928
WM
= WATER METER
WV
= WATER VALVE
WPP
= WOOD POWER POLE
LEGAL DESCRIPTION:
STAMPED LP-15, ELEVATION = 4.191 (1988 DATUM)®
INVERT EL.=0.01
CURVE DATA
RIM EL.=3.97
L-2!�
CHORD BEARING
-
mm
z — — — — —
— — — — — — —
-
Im mm
S070 08'58"W 1
A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST,
PINELLAS COUNTY, FLORIDA.
SYMBOLS
THAT ARE NOT SHOWN ON THIS SURVEY.
S09015'15"W
INVERT
EL.:=(-)0.37
>
10. NJ
00 it 'D 0
0
cn
M
5.
BEING MMORE PARTICULARLY DESCRIBED AS FOLLOWS:
CURB INLET
C-4
>
EL.=-(-)0.38
N
A
= DENOTES PALM TREE, SIZE NOTED
= DENOTES SANITARY SEWER MANHOLE
mm CA
FLOOD ZONE INFORMATION:
N840 27'30"W
m
EL.=:
1.07
S
= DENOTES STORM MANHOLE
COMMUNITY PANEL No.: 125096 0102 G
FLOOD ZONE:
0)
19
Ln �u
— — _p,
m
--j
= DENOTES FLORIDA POWER CORPORATION MANHOLE
LOTS 1, 2, 3 AND 4, BLOCK A OF COLUMBIA SUBDIVISION No. 2, ACCORDING TO
THE MAP OR PLAT THEREOF, AS
0
= GAS VALVE
REVISED MAP DATE: SEPTEMBER 03, 2003.
K
E
RECORDED IN PLAT BOOK 21, PAGE 79, OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
= BACKFLOW PREVENTER
7.
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
:�o m
>
= SANITARY CLEANOUT
8.
NO UNDERGROUND UTILITES, UNDERGROUND ENCROACHMENTS OR UNDERGROUND FOUNDATIONS WERE MEASURED
�0 �0
(.n cn
= DENOTES WOOD POWER POLE
z
F
AS PART OF THIS SURVEY, UNLESS OTHERWISE NOTED.
ALSO
C-5
CURB INLET
C-1
STORM
MANHOLE C-6
= DENOTES LIGHT POLE^
z (n
> z
r
LOTS 1, 2, 3, 4, 1A, 2A, 3A AND 4A, COLUMBIA SUBDIVISON No. 3, ACCORDING TO
THE MAP OR PLAT THEREOF, AS
RIM EL. = 3.30
RIM EL.=3.79
0
CLE M'TtUATER HMOR
RECORDED IN PLAT BOOK 27, PAGE 79 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
INVERT EL.=0.55
E
INVERT
EL.zz(-)0.96
W
r-
m
UTMATTED
CONTAINING 83,931 SQUARE FEET, OR 1.9268 ACRES MORE OR LESS.
INVERT
EL.=(-)0.66
E
CURB INLET
C-2
RIM EL.=3.19 STORM MANHOLE C-7
NOTES-
INVERT
N U I E
INVERT EL.=(-)0.20 V� RIM EL.=3.61
D -
1--#EAnINGS SnOWN HEREON ARE BASED ON THE EASTERLY LINES OF LOTS 1-51 BLOCK A, ACCORDING TO
THE MAP OR PLAT THEREOF, HAVING A BEARING OF SOUTH 07025'21" WES'F.
2. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM, (N.A.V.D. ) OF 1988.
3. LABINS BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 155, BRASS DISK IN CONCRETE MEDIAN,
INVERT EL.=(-)0.31 E
CURB INLET C-3
RIM EL.=3.40
INVERT EL.--(-)0.54 N
INVERT EL.=(-)0.52 S
STORM MANHOLE C-8
a,"
STAMPED LP-15, ELEVATION = 4.191 (1988 DATUM)®
INVERT EL.=0.01
CURVE DATA
RIM EL.=3.97
CHORD BEARING
THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS
S070 08'58"W 1
10
SYMBOLS
THAT ARE NOT SHOWN ON THIS SURVEY.
S09015'15"W
INVERT
EL.:=(-)0.37
W
N08- 08'08"E
02.
5.
ALL PROPERTY CORNERS ARE SET CAPPED (5/8") IRON ROD, LB 6928 UNLESS OTHERWISE NOTED.
CURB INLET
C-4
S07- 59-4111W
EL.=-(-)0.38
N
SwamEm
= DENOTES PALM TREE, SIZE NOTED
= DENOTES SANITARY SEWER MANHOLE
N070 59'38"E
FLOOD ZONE INFORMATION:
a,"
STAMPED LP-15, ELEVATION = 4.191 (1988 DATUM)®
INVERT EL.=0.01
E
RIM EL.=3.97
4.
THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL RESTRICTIONS
SYMBOLS
THAT ARE NOT SHOWN ON THIS SURVEY.
INVERT
EL.:=(-)0.37
W
5.
ALL PROPERTY CORNERS ARE SET CAPPED (5/8") IRON ROD, LB 6928 UNLESS OTHERWISE NOTED.
CURB INLET
C-4
INVERT
EL.=-(-)0.38
N
= DENOTES PALM TREE, SIZE NOTED
= DENOTES SANITARY SEWER MANHOLE
6.
FLOOD ZONE INFORMATION:
RIM EL. =3.30
INVERT
EL.=:
1.07
S
= DENOTES STORM MANHOLE
COMMUNITY PANEL No.: 125096 0102 G
FLOOD ZONE:
INVERT EL.=(-)0.60
W
= DENOTES FLORIDA POWER CORPORATION MANHOLE
ZONE AE (EL-11)
= GAS VALVE
REVISED MAP DATE: SEPTEMBER 03, 2003.
INVERT EL.=(-)0.70
E
= BACKFLOW PREVENTER
7.
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
= SANITARY CLEANOUT
8.
NO UNDERGROUND UTILITES, UNDERGROUND ENCROACHMENTS OR UNDERGROUND FOUNDATIONS WERE MEASURED
= DENOTES WOOD POWER POLE
AS PART OF THIS SURVEY, UNLESS OTHERWISE NOTED.
CURB INLET
C-5
n
= DENOTES LIGHT POLE^
a,"
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1
.. ;
,
:.
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1
t
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y
- ,_- -- -- --
pill
.1 All
CLEARTWATER HARBOR
NOTE-
SILT
NOT i IN WHERE
ADJACENT TO TTEES DESIGNATED TO
THE SILT FENCE MUST BE SECURED THROUGH
PLACEMENT OF OVER 7HE LOWER OF THE
THE LOWER LIP OF THE 5ARRIC4DE.
a
PRINCIPAL POST CANTED
ffRNAL PO's �4L7 FLOW
7ON c?
RL7ER FABRIC
WILT
FL6� DOST
GROUND
SILT BARRIER IL
N,T, .
'f���t i.
1
REMOVE
#
ASPHALT & BASE
Fil
r • a � i
EXISTING
CONCRETE
El
REMOVE
EXISTING
BUILDINGS AND OVERHANGS
4
REMOVE
EXISTING
CHAIN LINK FENCE
5
i
EXISTING
GRAVEL PARKING
6
REMOVE
EXISTING
= r
f i
r► r
1
REMOVE
EXISTING
ASPHALT & BASE
Fil
REMOVE
EXISTING
CONCRETE
El
REMOVE
EXISTING
BUILDINGS AND OVERHANGS
4
REMOVE
EXISTING
CHAIN LINK FENCE
5
REMOVE
EXISTING
GRAVEL PARKING
6
REMOVE
EXISTING
BRICK DRIVE
?
REMOVE
EXISTING
POOL
REMOVE
EXISTING
WOOD WALK
El
REMOVE
EXISTING
POOL EQUIPMENT
El
REMOVE
EXISTING
CONCRETE WALL
11
REMOVE
EXISTING
OVER HEAD WIRES
AND POWER POLES.
1
REMOVE
EXISTING
CURB
13
REMOVE
EXISTING
PARALLEL PARKING SPACES
AND ASSOCIATED
METERS
1
REMOVE
EXISTING
LIGHT POLE
1 S
REMOVE
EXISTING
"CITY
WATER METERS AND RETURN
TO THE
OF
CL RATER"
16
REMOVE
EXISTING
SANITARY CLEAN—OUTS
17
REMOVE
EXISTING
WOOD DOCKS AND ASSOCIATED PILING
REMOVE
EXISTING
TREES
NOTE:
SILT FENCES AND EROSION ii PRIOR
TO CONSTRUCTION AND X MAINTAINED 7HROUGH PROJECT.
ACKNOWLEDGE f i i i
TO CONTROL TURBIDITY 'i PLAN SHALL BE MADE
AVAILABLE TO SITE i , .. OR ,.
,:
COPIES tol ms
OF -E NOT # ENGINEER'S