ANX2005-01001ANX2005-01001
2201 ARLINGTON PL
MCDONOUGH, ELIZABETH
PLANNER OF RECORD: MTP
ATLAS # 28IA
ZONING:
LAND USE:
RECEIVED: 01/19/2005
INCOMPLETE:
COMPLETE:
MAPS
PHOTOS:
STAFF REPORT:
DRC
CDB:
CLWCoverSheet
AS-BUILT SUF~'EY
SCALE: 1 " _ 20'
PLAT NORTH
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S 89"59'16" E 100.07'(1
S 89'59 ' 16" E 100.00'(P)
~FH
4" CONC. WALK
~ ' i FIR 1/2"
WM
CDNCRE TE
~ DRIVE
~ N
LOT 1
BLOCK B
12.0'
25.3'
33.5'
0
o "~
ONE STORY "~
J N RESIDENCE
2201
v 20.8' 8.5'
O 25.4'
v
;~ ~ A C ~ CONG
\ 16.1'
.0' N 6'WF 0.9'ON
FIPP(1/2'') S.89'S9'16`E 100.00'(P)
S.89"56' 14 "E. 100.03'(M)
LOT 14
BLOCK 8
ADDRESS: 2 ARLINGTON PLACE
CL ~ WATER, FLORIDA
~~ ARLINGTON PLACE_
60 R/W 18.5' ASPHALT PAVEMENT
EDGE OF PAVEMENT
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LOT 2
19.8'
WDDD SHED
rn BLDCK 8
FIPP(3/4) PP
A = ARC
A/C =AIR. CONDITIONER
AE = ACCESS EASEMENT
B/C = BACK OF Cf~RB
BFP 6G9CK FLOW PREVENTION
BM ~ BENCHA~4RK
BRG =- BEARING
C .= CURV€
C. C. C. L = CQASTAL CONSTRUCTION CONTROL LINE
CALC ~ CALCULATED
CB = CATCH BASIN
Cl-dB ~ CHORD FEARING
CH =CHORD DISTANCE
CINL = CURB INLET
CLF = CHAIN LINK FENCE
CMr = CONCRETE MONUMENT
CMP CORRUG,4TED METAL PIPE
CD =GLEAN OUT '
GONG = CONCRETE
CSI~Y = CONCRETE SIDEWALK
CSL = CONCRETE S~i.AB
C N = CABLE TV RISER
(D} =DEED
DE = DRAINAGE EASEMENT
DH =DRILL HOLE
EOP ~ EDGE DF PAVEMENT
FOR = EDGE OF RQEAD
EOW = EDGE OF' WATER
(F) =FIELD
FCC = FOUND CROSS CUT
FCM = FOUND CONCRETE MONUMENT
FFE _ FINISHED FLOOR ELEVATION
FN .- FIRE HYDRANT
FIP = FOUND IRON PIPE
FIR = FOUND IRON RDD
FIRC =FOUND IRON ROD AND CAP
FN ~= FOUND MAIL
FND = FOUND
FPP =FOUND IRON PINCH PIPE
G/A = GUY ANCHOR
!D = IDENT/FICAi7DN
LB = UC,~NSED BUSINESS
LLFE =LOWEST ,LIVING FLOOR ELEVATION
LP = LIGHT POLE
(M} ~ FIELD MEASUREMENT
MES =MITERED END SECTION .
AdHD = DRAINAGE MANHOLE
,t~fHS =SANITARY SEWER M~WHOLE
I~iHE = ELECTRIC MANHOLE
MHT = TELEPHONE MANHOLE
Nrs ~ Nor ro ~scaLE -
OHP OVERHEAD POWER LINE -
ORB = OFFICUL RECORDS BOOK
(P} = PLAT
F'B s PLAT BOOK
PC = POINT OF CURVATURE
PCC = POINT OF COMPOUND CURVATURE'
PCP ~ PERMANENT CONTROL PDIIVT
PI =POINT OF lNTERSEC710N
P!C =PARKER KAYLDN NAIL
PL S = . PROFESSIONAL LAND SURVEYOR .
POB~ =POINT OF BEGINNING
POC S POINT DF COMME'WGEMENT
PP =POWER POLE
PRC =POINT OF REVERSE CURVATURE'
PRM ~ PERMANENT REFERENCE MONUMENT
DU(ENSIONS SHOWN ARE JN fT'ET q/yD DEC1~ pARTS~ THEREOF.
~~
PT POINT OF TANGENCY
(R) ' = RADIAL
R =RADIUS
RCP = REINFORCED CONCRETE PIPE
RG =RANGE
R/W RIGHT OF WAY
RR SPK = R.41L ROAD SPIKE
SIRC = SET IRON ROD do CAP L 6 ~` 7252
SEC = • SECT/ON
SNLD = SET NAIL. 8c DISC l.B # 7252
TBA1 = TEMPORARY BFNCNMARIf
.TECD = TAMPA ELECTRIC COMPANY
T/B = TOP OF BANK
T/S= TOE OF SL OPF
TPD TELEPHONE RISER
TRNF +~* TRANSFORi41ER
TWP ~ TOWNSHIP
UE s UT1LiTY EASEMENT _
UGT = UNDERGROUND TLLEPHONE
WDN = WOODEN
WF = WOpD FENCE
W/C = WITNESS CORNER
W/L WITNESS LINE
WM =WATER METER
.. =DELTA
E'LE~YAI7UNS SHOWN' .HEREON ARE WISED pIy THE NOR1lY Au11ERIC,M1 VERTfCAL DATUM OF 1988
LEGgL DESCRIPTION WAS FURNLS/'/Ep ~BY THE CUEN7- UNLESS OTHER WISE NQT£D.
ADD UNDERGROUND CONSrR~T/py LpC,~~-D, HESS OTHERWISE NOTED. .
THIS St~RVEY WAS CONDUCIE'D W/T~~ THE 61E-NEFIT OF A CURRENT ABSTRACT OR TITLE REPORT AND
THERE Mit>' 6VE' MATTERS OF PUBLIC RECORL? ITT SHOWN ON THIS SURVEY,
A rTENT70N IS DIRECTED . TD THE FACT THAT THIS SURVEY ;II,gY HAVE BEEN REDUCED OR ENLARGED /N
SIZE DUE TO~ REPRODLACT/C~ THIS SHOULD ~. TAIfEN INTO CONSIDERAT)QN WHEN OBTAINING SCALED
41 TA.
THIS SURVEY DOES NOr REFLECT 'O/c DETEIpryjNE OWNERSHIP.
ALL EASEMENTS ANA RIGH15 AF' IGq Y ~5110Mgy HEREON ARE P£R TH£~ RECORDER PLAT OR .FURNISHED Br
m~- cuEnrr.