FLS02-01-10
FLS 02-01-10
1 003 Bay Esplanade
Bob Drapkin
.
.
I SURVEY SKETCH OF BOUNDARY SURVEY
NOT FOR CONSTRUCTION NOT FOR DESIGN
STREET ADDRESS ~
,~~ 1003 BAY ESPLANADE
'\f:;j CLEARWATER FL
~'.. ~ S44'07'4JT44?o07~~;:~) 3501'(L)
SCALE l' = 40' 35.01 '(R) I
NOrD SUBJE:CT PROPERTY $,44'07'41'['
IS ON CENTRAL WA TER
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NOTE,
(L) IS FOR LEGAL DESCRIPTION
(P) IS FOR PLAT
(R) IS FOR REMAINDER
(II) IS FOR IIEASURED
TWO STORY
RESIDENCE
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~ LOT 5
~ BLOCK 274
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LOT 1
BLOCK 274
LOT 3
BLOCK 274
BRICK
WALL
WALL
2.
FIR 1/i!'
AY, NO ID
BASIS OF BEARINr- 41" I 30,00'(P)
-, '07' w.
OO'(P) N.44
60.
MANDARIN WAY (P1-
E= ~~ ~
CENTERLINE,"\- _____
---
12I.i!O'''')
50'ROW
tf
ItClt
... fill
~~~!~~~:~~~7a~~ i n
Delta= 23'42'28' 0
Arc= 102.21 a-
Tangent= 51,85 _ ...
Choro/= 101.48 W
Choro/ Brg. S 36'11'31'C. CD '<
Curve nUMber 2
--------------
LEGAL DESCRIPTION :
AlII of Loc 3; ALSO lhal part uf LoI 4 known as lhe Nurtherly 1/2 of said Lot 4 llOd more
_lIy deKribecl 1M follows: beeinnine al Ih.. IOlersectiun of Ihe Eulerly bouodllry or Mandarin
WilY \'<~~..'; :he l>Ol:"~, iillc bciwe.on 1.01$ 3 and .. and running Illence Suulheriy IIlcmll $aid
Easterly buundary 30 r...; Ihence Ea..terly in II ~Iraiehl line w a point in the Easterly boundary
01 Aid Lot 4 which poinll$ 27.32 fed II10n; said boundary (rom Ihe mosl Nurtherly ClIrner of
uld Lot; thence Norlherly liking said Ea.~lerly boundury of Lot 4 to its mosl Northerly curner,
thence Weslerly alung the Northerly boundury of said LoI 4, 110 feet to the poinl or bellioning
ALso dull pari or Lot 2 known 11$ the Soulherly 1/2 of ~llid LoI 2 and more ex.uctly descrihLod as
fOIIoW$: From the poinl or intersection of Ihe boundary line btltween Lolli I and 2 with the
Noll1hell.\terly boundllry or Mandarin Way, run Ihence Southeasterly alon; Mundarin Wuy 30
r_ 10 poinl ur bq:inninl:; Ihence in a strai;lll line 10 a point In Ihe Norlheasterly boundllry of
Iliid Lot 2 which is 35.01 fm along Ihll said Northeasterly b'lundary (rum lhe boundary line
between said Lois 1 and 2; lhence alone the said NorthllllSterly boundary of LoI 2 to th"
boundary line between LoIS 2 and 3i thence alonl: said bounlUiry line between Luis 2 and 3 110
leet III the IntersccLion or laid boundary line wilh the Easterly boundary of Mandarin Way;
llmlce a10call Ih, Westerl)' bounclury or Lot 2, 30 reet to poinl or beg\nnlnci all Block 274
aco:ordin; In pial or Car\ouel Subdivision, In Plat Book 20, Pa;a 60, 61, and 62, Public RllCorcli
or Pinellas Counly, FIorilUi. TOGETHER WITH ANY AJ'ID ALL RAPAIUAN RIGlITS
THEREUI'iTO Al'PERT AINING.
CERTIFIED TO
Rao/iuS= 303. 91
Delta= 01'58'31'
Arc= 10.48
Tangent= 5.24
Choro/= 10,48
Choro/ Brg. N.28'43 '0 9' I,!.
Curve nUMber 3
Rao/ius= 303.91
Delta= 05'39'37'
Arc= 30,02
Tangent= 15.02
Choro/= 30.01
Choro/ Erg, N.32'32'13''w',
ROBERT L. AND CHITRANEE M. DRAPKIN
FIRST UNION MORTGAGE CORPORATION
ARTA BELLEAIR
CHICAGO TITLE INSURANCE COMPANY
FLOOD ZONE: "A E" EL 11
COMMUNITY PANEL 125096-000.31
DATED: 08-18-92
(rLOOO ZOi\jE : "8","C,"0", & 'Y' ARE NOT
IN DESIGNATED FLOOD HAZARD ZONE AREA)
CERTIFIC A TIO N
I CERTIFY THAT THIS SURVEY WAS MADE UNDER MY DIRECTION AND THAT IT MEETS
THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE BOARD OF PROFESSIONAL
LAND SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE,
PURSUANT TO S~C1Jer ~~7,. FLORIDA STATUTES, 1 \
BY . -+H,,-~-_l'_rl~_____--- SURVEY DATE . _5. l~iQ.5-
CLINTON W. FINSTAD, PLS #245JJ M.G. MAYER, PLS #4495
JEFFRY H. HILLIGOSS. PLS #4488 LELAND F. DYSARD, PLS #3859
NOT A CERTIFICATION OF TITLE. ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES.
"UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER THIS DRAWING. SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID"
PLEASE REFER TO REVERSE SIDE FOR GENERAL NOTES & ABBREVIATIONS.
10810 72ND STREET STE 209
LARGO, FLORIDA 33777
813-797-3603 FAX 813-797-3567
NOTD
iN COMPLiANCC 'w'1 TH FLORIDA S T A TUTCS
61G17-6,0031 (5) (D (iF LOCA TIDN OF
[ASE:ME:NTS OR RiGHT -OF - 'w'A Y OF RCCORD,
OTHCR THAN THOSC ON RE:CORD PLA T, /S
RCQUIRCD, THIS INFORMA TIDN MUST BC
FURNISHCD TO THE SURVEYOR AND MAPPCR
DRA WN BY
oS.LESTER
F.L,A,
SURVEYS
CORP,
REVISIONS
I ,PROFESSIONAL LAND SURVEYOR'S,& MAPPER'S-LB#6569
3800 S. T A tvlI AM I TR STE 302
SARASOTA, FLORIDA 34239
941-925-4964 FAX 941-925-7061
PROJECT NO: I
98- 7398
---
.
.
ABSTRACT NOT REVIEWED.
GENERAL NOTES :
1 A = ARC.
2. AE = ACCESS EASEMENT
3. AF' = ARTIFICIALLY FILLED LAND.
4. BM = BENCHMARK.
5. BOB = BASIS OF BEARING.
6. BRG "" BEARING.
7. C '" CURVE.
8. CALC '" CALCULATED.
9. CB '" CATCH BASIN.
10. CHB .. CHORD BEARING.
11. CHD .. CHORD.
12. CLF '" CHAINLINI( FENCE.
13. CM .. CONCRETE MONUMENT.
14. CO '" CLEAN OUT
15. CONC "" CONCRETE.
16. CSW = CONCRETE SIDEWALK.
17. CTV '" CABLE RISER.
18. CUE '" COLUER COUNTY UTILlTY EASEMENT
19. 0 = DEED.
20. DH = DRILL HOLE
21. Of = DROP INLET.
22. EOP '" EDGE OF PAVEMENT.
23. EOR "" EDGE OF ROAD.
24. EOW '" EDGE OF WATER.
25. F'CC - FOUND CROSS CUT
26. F'CM .. FOUND CONCRETE MONUMENT.
27. FFE = FINISHED FLOOR ELEVATION
28. PH "" FIRE HYDRANT.
29. FIP = FOUND IRON PIPE.
30. FIR .. FOUND IRON ROD.
31. FN '" FOUND NAIL.
32. FND '" FOUND.
33. GTE '" GENERAL TELEPHONE RISER.
34. LP = LIGHT POLE.
35. LME '" LAKE MAINTENANCE EASEMENT
36. M .. MEASUREMENT.
37. ME .. MAINTENANCE EASEMENT.
38. MH .. MANHOLE.
39. NTS .. NOT TO SCALE.
40. OHP .. OVERHEAD POWER LlNE.
41.~\~;'. PLAT.
..A2. PC .. POINT OF CURVATURE.
t'i"43. PCP "" PERMANENT CONTROL POINT.
..44. PI = POINT OF INTERSECTION.
'\45. PI< = PK NAIL.
46. PLS "" PROFESSIONAL LAND SURVEYOR.
47. POB = POINT OF BEGINNING.
48, POC = POINT OF COMMENCEMENT.
49. PP .. POWER POLE.
50 PRC = POINT OF REVERSE CURVE.
51. PRM = PERMANENT REFRENCE MONUMENT.
52. PU. & DE '" PUBLlC UTILlTY & DRAINAGE EASEMENT.
53. -- R -- .. WATER RUN OFF DIRECTION.
54, (R) .. RADIAL.
55. R .. RADIUS.
56. ROW.. RIGHT OF WAY.
57. RR SPK .. RAILROAD SPIKE.
58. SCC '" SET CROSS CUT
59. SDE '" STREET DRAINAGE EASEMeNT.
60. SOH '" SET DRILL HOLE.
61. SEC '" SECTION.
62. SIP "" SET IRON PIPE
63. SIR = SET IRON ROD WITH CAP. #2453. # 1349, #4488. OR 116569,
64. SN '" SET NAIL.
65. TBM .. TEMPORARY BENCH MARl<.
66. TOB .. TOP OF BANK.
67. TP ... TRANS MITER PAD.
68. TVR '" TELEVISION RISER.
69. UE .. UTILITY EASEMENT
70. UTR .. UNITED TELEPHONE RISER.
71. UTS =- UNITED TELEPHONE SYSTEM.
72. W .. WATER SERVICE
73. WB .. WATER BOX.
74. t::. .. DELTA.
75. DIMENSIONS ARE IN FEET AND IN DECIMALS THEREOF'.
76. BEARINGS ARE BASED ON PLAT.
77. ELEVATIONS SHOWN HEREON ARE N.G.V.D. UNLESS OTHERWIS!:: STATED.
78. ALL PHYSICAL IMPROVEMENTS SHOWN WITHOUT DIMINSIONS ARE
FOR INFORMATIONAL PURPOSES ONLY. THAT THEY DO EXIST, OUT
WERE NOT NECESSARILY MEASURED IN THE FIELD.
79. LOT LlNES SHOWN AS BOB SHALL BE DEEMED BASIS OF DE:ARlNG
AND ASSUMED TO BE THE SAME AS PLAT OR LEGAL DESCHlPTION.
80. NOTE : LEGAL DESCRIPTION PROVIDED BY CLIENT UNLESS
OTHERWISE NOTED.
81. EASEMENTS AND RIGHT OF WAYS SHOWN ARE PER RECORD!::D PLAT
OR AS FURNISHED BY THE CLlENT.
82. FOUNDATION UNE BELOW THE SURFACE OF THE GROUND IS
NOT REFLECTED.
83, THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES
UNDER ANY CONDITION UNLESS OTHERWISE STATED.
84. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN
LOCATED EXCEPT AS NOTED.
85. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RlGlIT OF
WAYS. AND/OR OWNERSHIP WERE FURNISHED THIS SURVEYOR,
EXCEPT AS SHOWN.
86. THER ARE NO VISIBLE ENCROACHMENTS EXCEPT THOSE AS
DELlNEATED ON THIS PLAT OF SURVEY.
87. TIE:S ARE TO PLAT BOUNDARIES UNLESS OTHERWISE NOTED.
88. THERE ).lAy BE ADDITIONAL RESTRICTIONS AND/OR EASEMENTS THAT
ARE NOT RECORDED ON SAID PLAT THAT MAY DE ~OUND IN THE
PUBUC RECORDS OF THIS COUNTY.
89. BOB IS BASED ON ROW OF SUBJECT PROPERTY PER PLAT OR AS SHOWN
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LEGAL DESCRIPTION :
Allot Lot 3J ALSO that part 01 LoI. 4 known as the Nurthwl1 1/2 nl said Lot 4 and mort
euetJ,d_ribed ... followsl becinmne al the IntcrstdJun o( the Ea.t...I, boundar, 01 Mandarin
Wa, with the boundAry SIne between Lou '3 and .. aIJd runnln, theGet &lutherl, alon, ,aid
Easler.y bounda.., 30 I_a lhed(t Ea.'ter.,ln a litr.ipt line to . point In tM Euter', boundar,
ol...eI Ut .. which point "11.31 red 11Ion, .aid huundar)' rrC)m th. most Northerly curnel' ot
uJd Lot; thence Norther'y alone said Euter" boundar)' 01 Lot 4 to Its mosl Northerly corner,
thence Watuly alone the Northel'll boundar, 01 said Lot of, 110 1M to th. pulnt ot beelMlnc
ALso thai p.rt of Lot 1 known u tbe Southerly 1/% ot lIaid tol Z and more exactl, described :as
IcdloWlI From tht point or InttnectJon o( the boundary II", b41tween LotJ 1 and Z with Ih.
N<<theaaterl,y bOUnft.., 0' Mandarin Wa" run Ihencc Southeasterl, alone Mlmdarln WIl130 .
IdlI to point 01 bednnfnltJ theme In a stralCht line to a point In the Northeasterl, boundar, or
aatd toe Z which Is 35.01 r. alone th, said Northeastw'y bQundary Irom tht bc.und;ar)' Un.
~ said LoU 1 and 1; thMce alone the .ald Northeaster'1 boundarr or Lot % to the
b4undu,lInc bttweed Lots Z and 35 thence alQn~ said boundal'1 tine betwMn WU % and 3 ItO
: rett lu the' (ntetstldfon of said boundll')' line wit~ the Easler', bounc!!q_ol.M!~.4~g_1Y-!l1l._ .____
-------,-.-..--- --thence-alona th., WtsttrfJ' bcJuddu,-ortor %; JCrreiftOpcjh,t'6"-l)eg1nnlnCJ all Block 1'74
a"'=ordlnc let pial 01 Carlovtl Subdlnsfon, In Plat Book 1~, Pica 60, 61, and 42, Public Rlleorda
of Ptne!1as C,ount" FIortda. TOGETHER WITH ANY AND I\l.L RAPARJAN RIGHTS
mEJlEUNTO APPERTAINING.
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