FLS2004-11073 (2)
FLS2004-11073
1001 ELDORADO
AVENUE
r CONNELY, JOHNP.
I SURVEY SKETCH OF BOUNDARY SURVEY
I NOT FOR CONSTRUCTION STREET ADDRESS
NOT FOR DESIGN
NOT FOR FENCE CONSTRUCTION
lOot ELDORADO A VENE
CLEARWA TER, FLORIDA
\
\.
'.~ ORIGlf\J
COPYRIGHT 2004 F.LA. SURVEYS COR~'
NOTE: THE INTfNT OF THIS SURVEY
IS FOR Tl7LE TRANSFER ONL Y
THIS SURVEY DOES NOT REFLECT OR
DETERMINE OMlERSHIP.
\\ 'c'
FLORIDA STATUTE 61GI7-6.004:
(TWO SITE BENCHMARKS REQUIRED FOR CONsTRUCTlON)
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CURVE LENGTH CHORD CHORD BEARING
CUI 84.19' 84.18' N 20'35 '53- E
Cl D 84.0'
C2M 89.95' .JTl6'25- 89.94 ' N 20'31'08- E
C2D 90.0'
-......
LOT 24-
BLOCK 68
LOT 25
BLOCK 68
FCM 3x3
W/NAIL
NO 10
AT PRM
NOTE: HOUSE ENCROACHES
BY 0.07 FEET
OUAUT''' CONTROLLED BY:
GEORGE RICHMOND
LEGAL DESCRIPTION:
LOT 1 AND THE SOUTH 1/2 OF LOT 2, BLOCK 68,
MANDALA Y. ACCORDING TO THE MAP OR PLA T THEREOF
AS RECORDED IN PLA T BOOK 14, PAGES 32 THROUGH
35, INCLUSIVE OF THE PUBLIC RECORDS OF PINEUAS
COUNTY, FLORIDA.
CERTIFIED TO :
NOTE: IF AP CABLE. FENCES SHOIW MEANDER
ON OR OFF liNES. (APPROX. LOCATlON ONLY)
FOUNDA TlON/UTlLITlES DISCLAIMER
NOTE:
FOUNDATION BENEATH THE SURFACE OF THE GROUND
HAS NOT BEEN LDCA TED.
UNDERGROUND UTIliTIES HA VE NOT BEEN LDCA TED.
JOHN P. CONNELL Y
NOTE: FEMA FLOOD HAZARD MAPPING: THIS DA TE PRODUCT WAS NOT DESIGNED
TO MAKE PRECISE IN/ OUT FLOOD RISK DETERMINA TlONS. THIS PRODUCT IS NOT
SUITABLE FOR ENGINEERING APPliCA TlONS AND CANNOT BE USED TO DETERMINE
ABSOLUTE DEliNEATlONS OF FLOOD BOUNDARIES. CALL 1-877-FEMA MAP OR EMAIL
A MAP SPECIAliST AT www.FEMA.ORG/MIT/TSD/FQ-MAPtZHTM
CERTIFICATION :
I CERllFY 'THAT THIS SURVEY WAS MADE UNDER MY DIRECllON AND THAT IT MEETS
'THE MINIM\)M TE,C!j{NIC~!:,. STANDARDS SET FORTH BY 'THE BOARD OF PROFESSIONAL
LAND SU~VE;~d~$....ANP:eI.;!A8,PERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE NOTE:
CODE, pu~slij\'Nf"TO.~S_;Cit1PN. 472.027, FLORIDA STATUTES. IN COMPLIANCE WITH F.A,C.
,?j~ M..:< ;.:_'J,,~~., ~(,:_',\, SFUIERLDVEY DATE '. 11/10/04 61G17-6.0031 (5) (E) (IF LOCATION OF
, '. '::1:, "'; (..'" ~. ;yR tJ) ------ EASEMENTS OR RIGHT-OF-WAY OF RECORD,
I' OTHER THAN THOSE ON RECORD PLAT, IS
BY: ~ ;" ~ ~ ~~ - ~ .~ ~..i ~ SIGNATURE DATE : 11/12~ REQUIRED, THIS INFORMATION MUST BE
:: . ~ ... '... l1 - FURNISHED TO THE SURVEYOR AND MAPPER.
LEMNIl . \O~ARD~ ~1s"' :#~59' ~, MARY E. FINSTAD PSM #5901 CLINTON W. FINSTAD, PIS #2453
t'- -; ~ .. .~ ~.,,:. 1 .
~Y' ll~".fHf;~moss~; p.~"'~4;tBB GEORGE R. RICHMOND, PLS 1/2406
Nof,A 'CERllFl~^,1)'ci'J PF...J:t'fLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES.
NOT VALID W1'THOU'f'~URVEYOR'S SIGNATURE AND EMBOSSED SEAL
SURVEY IS VALID FOR 90 DA;-rs; PLEASE REFER TO REVERSE SIDE FOR GENERAL NOTES & A88REVlA T10NS.
PROVIDED BY COUNTY
FLOOD ZONE: AE - ELEV.12'
COMMUNITY PANEL 12103C-0064G
DATED: 9/3/03
(FIDOD ZONE: "BU, "Ca, "DU, & "X" ARE NOT
IN DESIGNATED FLOOD HAZARD ZONE AREA)
NOTE: PROPERTY OWNER SHOULD OBTAIN
v.RITTEN FLOOD ZONE DETERAlINII TlON
mOM OUR LOCAL PERMITlNG, PLANNING.
AND BUILDING DEPIIRTAlENT PRIOR TO ANY
CONSTRucnON PLANNING AND/OR CONSTRUCTlON.
I'
, \.. t-\:J~l
F.t'~A.,. ,',SURVEYS CORP.
PROFES~:IONAL LAND SURVEYORS & MAPPERS-LB 6569
DRAWN BY:
LE
CHECKED BY:
1350 66TH STREET NORTH, SUITE 112
LARGO, FLORIDA 33773
727-842-2711 FAX 727-842-2712
50 SOUTH BELCHER ROAD, SUITE 113
CLEARWATER, FLORIDA 33765
727-447-3545 FAX 727-443-6794
REVISIONS
AH
PROJECT NO:
04-5.3564
J
'----
GEi'OERAL i'OOTES
AllSTltACT NOT llliVIEWED
1. A .. ARC DISTANCE
2. AE" ACCESS ~EMEl'\T
J. 11.1<:. - llUl"l'~R .l!:AS~M~NT
-I. D:-'I- DE:\CIL\L\RJ..':
5. non.. nASIS OF nEARING
6. nRG - DEAlU:\G
7. . CII- CURVE NUMBER
, \.'. 's:' '(; ';',CA!.CULATJill
, .-9. .' cn'...~ATClI nASIN
_ _ . " ~ ,1~. gm..- ":'CII~RD DEARI:\C
-" , ;- ,11. CIID '" CIlUIID
- -. c. -1::. CLF':';:CIL\Il\1..INJ..': FE:":CE
, " :.~. 'IJ. .l:M ..'tl)(~CH.k:n; MONUM~N r
'> ".' .'1-1. . ('O,....~C~E..\N OUT
'J,/' 15. CONC - CONCRETE
"/, "1(1;' . CS'Y "i'CONCRF.TF: SIDF.\\' A1.K
" 17. rCTV-,CAuU:RISER
"'1::1. -"Cl:fi::-COLLlili CUU:'iTY U I'lLITY I::..~I::..'Ill::~l'r
19. 0= DEED
20. DE- DR.'\INAGE EASEMENT
21. DIl - DRILL HOLE
22. DI.. DROP INLET
23. ELEC- ELECfRlC
24. ROP = FOCF. OF P4 VF.MF.NT
25. EOR" EDGE OF ROAD
26. F.OW - F.OCF. OF WATER
27. F- AS LABELED OR FOUND IN TIlE FIELD
28. FCC" FOUND CROSS ClTf
29. FCM" FOUND CONCRETE MOi'ilJ'MEi\"f
;l0. FDIl- FOUND IlRILL HOLE
Jl, FFE" FIl\1Sn FLOOR ELEVATION
31. 10'1- FlRF. HvOnANT
J3. fIr - FOUr--.'D IRON PIPE
J4. FIR = FOl/l'm IRON ROO
Js" ~'N '" :"OIlNJ) NAil.
36. Fl'o'D .. FOUND
37. FPK - FOUND PK NAIL
38. FI'KS,D - FOUND PK NAIL ,\J\'D DISC
39. Gn: - TELEPHONE RISER
40. l.BF:-l.ANl>SCAPF. mWFl<:R F.ASF.MENT
41. LME - LAKE 1I1AINTENANCE EASEMENT
42. LP"'LIGIITPOLE
43. M - MF.ASURF.MF.NT
.,.1. ME - MAINTENANCE EASEMENT
45. ~m co MA.lI!IIOLE
46. NT5=- NOT TO SCALE
47. OIn>= OVERHEAD POWER
4R. Ollll- OVF.RHRAO UfH.1TY l.INF.
4Q. P-PLAT
SO. PAS.CO.ENG.DEPT.= PASCO COUNTY,
KN(;IN,,''':h1IN(; J)~:J>Ah1TMKNT
51. PC" POINT OF CURVA TWill
52. pcP" P~:RMANF.NT CONTROL rOlNT
53. PI- POINT OF INTERSECTION
~. PK - PARKER KALON NAIL
~$. PLS" PROFESSIONAL LAND SlTRVEYOR
56. POn", POINT OF nEGINNING
:'i7. roc. - POINT OF C.OMMENCEMF.NT
sa 1-'1'" rOW~R POLl!:
59. PRC co POINT OF REVERSE CURVE
bU. t'H.M - l't.H.MANt.NT H.C;l'C;IU.NC~ MONUMJ:o;N r
61. PSM- PROFESSIONAL SURVEYOR AND MAPPER
Cl2. PU & DE" PUDLIC UTILITY & DRAINAGE
EASEMENT
63. PUE" PUnLIC UTILITY EASEMENT
64. (R) - RADIAL
65. R = RAl>IUS
66. RNG= RANGE
67. H.OW-H.1GUr-Oi'-WA'x
6ll. lU{ SPK .. RAlLRUAD SPIKE
ClY. M T"'l>A TELLITE DIl>II
70. seC" SET CROSS c.'lTT
71. SDE.. STREET DRAINAGE EASEMEi\"f
72. SDn.. SET.DRILL HOLE
73.'''" SJ.:C - SECTION
;71..".,}iIR" Si!.1 518" IRON ROD WITII CAP IILn 6569
..75. SN'" SET NAIL
;76. ,'n;C<PTAM,I'A 1!:L~<:IRIC CUMPANY
e77;oJ1o- TDM" TEMrOR,\RY DI~i\CIl ;\L\nK
'78;' < TVR" TELEVISION RISER
j'i.. 'Ton - TOP OF DAJ',I':
,",' F~~ _~:rp"TRANSMITTERJ>AD
st. '. TWP- TOWNSHIP
'82, ':UE- UTILITY EASEMENT
8.1., \. UrR- U1\'ITED TELEFIlO~'E RISER
.~ltf.", '"W.. WATE.R SI!J~VIC1!:
.8S::-;;,'WD - W.\TIll. DOX
"''1.,' '\"
ll6. <Wi"- WOOl) loeNClo;
8'1":' \\TP- WOOD I'OWElt POLE
f$&. WleEC" WITlILACOOCIIEE mVER ELECTRIC
COMPANY
89. ....- DELTA OR CENTR,\L ANGLE OF CURVE
!-'II. l>l~1ENSIUNS ARE IN FEI::T AND IN DECL'tALS
TIlEREOF
91. ELEVATIONS SlIOWN lIEREON ARE N.G.V.D.
Ul''l1.ESS OTIIER\'V1SE STATED
92. ALL PHYSICAL I!\WROYEMENTS SHOWN
\'Y1TIIOUT DIMENSIONS AIm FOR
INFORM4TION<\1. PITR(>OSI~S ONl.Y. TII4T TTWY
DO EXIST. DL"f \\1mE NOT
N1!:C1!:SSAIUL Y MIl:AS1I1UilllN 'lllE l'l1!:LD.
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93. LOT LINES SHOWN AS non SIL\LL nE DEEMEI>
DASIS OF nEARL":c
AND ASSUM~~1) TO m: Tm~ SAr.n~ AS PLAT OR
LEG.\L DESCRII'TION
94, Nun~: Lt.GAL Ulo.l>CH.U'l'lON l'lWVWW UY
CLIEl'o"f Ul\1..ESS OTIIEHWISE NOTED.
95. EAl>EMENTS AND IUGIIT OF W ^ YS MIOWN ARE
PKI~ mX:OROIm PLAT Olt AS FIm!\'l~lIF.O
BY TIlE CLIENT
%. JtUUNDATION LINE ll~LUW TH~ SUIU.'ACE OJt.
THE GROUl'll) IS NOT REFLECTED
97. TIllS SURVEY IS NOT TO DE USED FOR
CONSTRUCTION PURPOSES
UNDER ANY CONDITION UNLE~<; OTIIER WI~E
STATED
9R. NO lINOF.Rf:UOllNO IN~"'41.1.4TIONS OR
Ii>rPROVSMEr;rs HA.'E nEEN
LOCATI.:n l':XpFP.T 4S NOTF.O
99. NO INSTRUi>IEi\"fS OF RECORD REFLECTING
EASEMENTS, roelIT OF.
WAYS. ,'u....'D/OR OWrmRSlIII' WERE FUR.'HSIlEI>
TIllS SUR'/EVOR
EXClJ:rT AS SlIOW~
100, TIlF.RF. AUF. NO V1SllU.F. RNcnOACllMJ.'NTS
EXCE."T TIIOSE AS
nF.L1!'.'F.ATF.n ON TIns PI.AT OF SlIR\'F.V
101. Tl1':S AIl~: TO I'LAT BOllNJ)AI~1 ~:S IlNI.KSS
OTHERWISE NOTED
t02. THERE MAY BE ADDITIONAL RESTRICTIONS
M'D/On EASEMENTSTIL\T
ARE NOT RECORDED ON S..\ID PLAT TIL'I.T M.W
TIF. FOllNO IN TI IF.. .
PUDLlC RECORDS OF THIS COUNTY
103. DOD IS IlASED ON ROW OF SUBJECT PROPERTY
PF.R PLAT OR 4S SHOWN ,.
104. FENCES MEANDER ON AND OFF LINE.
APPROXLTI;1.ATE LOCATION ONLY UNLESS STATED
OTHERWISE. (:
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42'-2 3/B"
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- DENOTES NE.I^l.
3'-0" x 11'-1 1/4"
:!:33 S.F. ADDITION
-DENOTES EXISTING 4'-1 1/4" X 22'-1" -PROPOSED
<:13 S.F. GOVER.ED POR.GH TO BE REMOVED, V'lALKl^lAY
GUR.RENTL Y ENGROAGHES INTO SE1BAGK.
SITE PLAN
SCALE: 1/8" = 1'-0"
NORTH
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:SGHEDULE OF DRAV'1INGS:
1~-1.1 SITE PLAN J^l/ PR.OPOSED R.ENOVATIONS
A-2.1 1/4" FIRST 4 SECOND FLOOR DEMOLITION PLANS
1~-3.1 1/4" FIRST FLOOR PLAN
A-3.2 1/4" SECOND FLOOR PLAN
/~-4.1 1/8" EXISTING 4 PROPOSED ELEVATIONS
GARLOUEL
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