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DESCRIPTION.' PROJECT SPECIFIC NOTE
THE NORTH 200 FEET OF THE SOUTH 1/2 OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE 1) THIS /S NOT A BOUNDARY SURVEY, 17IS A SITE PLAN ONL Y, BASED ON BOUNDARY SURVEY PREPARED
SOUTHWEST 1/4 OF SEC770N 10, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUC/E COUNTY, FL0 IDA. BY JAMES A. FOWLER, LAND SURVEYING COMPANY, DRAWING NO. 5499 M, DATED 02106102.
2) BEARING REFERENCE- THE SOUTH LINE OF SUBJECT PARCEL /S TAKEN TO BEAR NORTH 90 00'00" WEST.
LESS AND EXCEPTING THEREFROM;
T3) 7HE DESCRIP77ON SHOWN HEREON WAS PROVIDED BY THE CLIENT OR THE CLIENTS REPRESENTA77VE.
HE WEST 33 FEET FOR RDA RIGHT OF WAY, THE NOR 30 FEET AND THE EAST 285 FEET, THEREOF. 4) UNLESS SHOWN OTHERWISE ALL DIMENSIONS ARE CALCULATED(C) AND MEASURED(M).
5) S17F ADDRESS. 6410 OLEANDER AVENUE, FT. PIERCE, FL., 34982-7636.
6) PARCEL ID: 3410-331-0003-010-9.
7) FI R.M. ZONE. OX" PANEL NO. 12111CO28CF, EFFEC77VE DATE- 08/19/1991.
8) 7H/S SURVEY /S NOT INTENDED TO DEPICT JURISDIC77ONAL AREAS OR OTHER AREAS OF LOCAL CONCERN. SITE PLAN NOTES 1) SUBJECT TO CLIENT AND PERM/T77NG AGENCY APPROVAL.
9) SURVEYOR WAS NOT PROVIDED WITH ANY 7777-E /NFORMA77ON FOR THIS PARCEL. SURVEYOR ASSUMES NO
.
RESPONSIBILITY OR LIABILITY FOR 7HE ACCURACY OF EASEMENT D/MENS/ONS SHOWN HEREON, THERE MAY
2) CONTRACTOR /S TO VERIFY SETBACKS AND LOCA77ON OF EXIS77NG UT1L177ES. BE 07HER EASEMENTS OR RES7R/C77ONS THAT EFFECT THIS PARCEL
3) PROPOSED HOUSE DIMENSIONS SHOWN, IF ANY, MAY BE APPROX/MA7E REFER TO APPROVED BUILDING 10) ADD177ONS OR DELE77ONS TO SURVEY MAPS OR REPORTS BY 07HER 7HAN THE SIGNING PARTY OR
PLANS FOR C0NS7RUC770N DIMENSIONS. PAR77ES /S PROH/8/7FD W77HOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES,
4) THE ELEVA77ONS SHOWN ARE BASED ON 77-IE NORTH AMER/CAN VER77CAL DA7UM OF 1988 (NA VD 88). 11) DALE OF LAST FIELD SURVEY 12101110.
5) PARENT BENCHMARK: BOX CUT ON N. W. CORNER OF CONCRETE. SLAB OF A T&T CO IROL BOX A T 7H£ SE
CORNER OF INTERSECTON OF OLEANDER AVENUE & SAEGER AVENUE, PUBLISHED ELEVA77ON 10.64' (NA VD 88),
OBTAINED FROM ST. LUCIE COUNTY VER77CAL CONTROL WEBSIIE
� ICI
i UNPLATTED . ..
I
tin /TY NQ4TN LAF. OF FNE SCUM1/1 OF THE NQRR/ 1/2 OF INE SWJNNEST 114 OF THE SIX/rNMESr 114 LSE SECROV la-J6-40
S 9000'00' E J295.42'
FOUND $I6' IRON
ROD (NO LO.I o 1 LESS d FXGe
x o.
9 — SHELL DQl3 £ - e O E 7 7O. UPLITY POLE IN 30' — - SHELL OR/VE
44 b ANCHOR UPLITY POLE H WRE FENCE UPUTY POLEit airs'
— FENCE CORNER UNITY POLE p-'—'°LASPC PIPE THE NOR o
g Y
UPLITY PIXE UTIL/n' POLE FENCE Col >'a
--a _ 10J.6 `-h __ \� -' - f - I _ - _ - — D.1'S.&12"W...qI
FOUND
6 IRON ROD (NO LD.I
My aSh
Q `.p ¢ I r 5 a' E."NOE CORNER ;. - - _ - �x
Lk n c 2 - -.
W J SETBACK O X X. X— xN1RE FENCE 1�,R" L�pC4 .1 WLU —�.- O_.__ jN
CNA/NL/NR FRONT
FENCE 6h, AN'.J a REM, O ..'
o"m R
,� PAKE' C J1 I J kINS :+ . 4 ACKEJ N07F S0;41E 17FRICR Finaw WAS /S ' b
CNR ,ZI DET3 NOT .WOW AS PART OF 7H/S SURREY
- S sEPRe TANK - x€it �® F;fwAE3 �
CWAa
A/C
0 'Y EL 10.55
V W
,21 0 2Z1' 2 STORY RESIDENCE !STORY 23T £ //.R
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0.70
Cd✓CWOOD FRAME 8Hf000NC FOUNDa � � m .. FEN&'€ C[A4NERLT '� '� DRIVEWAY ^ Q]'N. -
N 900000" W 1070.83' (@EAR/NG BASEf � 1aB" � I /- ROO MO LD.) I
E FTNGF '
4 FENCE CORNER.,
I 0.2 N. & 0.1 W
q
FOUND 516' IRON
RED & CAP.'436J'A/L
o i 4 (NOT 'I eRCALE)
i I II
I
II
I
Ii SCANNED
BY
i St. Lucie County
n
.T h z S1ORY ,PfCE
13.22
J1T 110'
0
ry '
0 1J, J' : SCREEN
14.6' ROOM
COVERED WOOD PORCH B.7' 16.4'
ELEY, 1256 K
J4 7' -
o _CONCRETE
SITE PLAN 12 02 10 272 62-64 WC KAB
DESCRIPTION DWG- DATE FB PG BY CK
SCALE — 50' DRAWING NUMBER.
SHEET / OF 24>52
LEGEND
O—Set Iron Rod and Cap "KAB LS 4820" - ■—Found CM
di Iron Rod (and Cap) O -Found Pipe (and Cap)
ABBREVIATIONS
Z=Bosellne; BM=Benchmark, r-Centerfne C=Calculated; CATV=Cable TV, CM —
Concrete Monument,,CONC=Concrete; D=Deed; L,=Delto or Central Angle, E=East;
E'LY-Easterly, E/P=Edge of Pavement; ESMT=Easement; F.I R.M.=Flood Insurance'
Rate Map; FNp=Found; IP=Iron Pipe; IR&(C)=Iron Rod (and to Cap), L—(Arc) Length;
M=Measured; MH=Manhole; N'=North; N'LY=Northerly, NGV(D)=Notional Geodetic
Vertical (Datum) of 1929; NTS=Not to Scale; OHW=Overhead wires; f't=Property
Line; P=Plat; PC=Point of Curvature; PCC=Polnl of Compound Curvature; PCP=
Permanent Control Point; POB=Point of Beginning; POC=Point of Commencement;
PRC=Point of Reverse Curvature, PRM=Perrnonent Reference Monument, PT —Point
of Tangency, PU&D=Public Utilitiy and Drainage; R=Radius; R/W=Right of —Way,
S-South; SLY -Southerly, T=Tangent: TEL-Telephone Splice or Switch Box; W=West:
WLY=Westerly, UTIL=UlBity(ies), _0�=Spot Elevation based on indicated Datum,
UNPLATTED
SCALE R1 FEET
MAP SCALE: 1 INCH - 50 FEET
INTENDED DISPLAY SCALE
i6
N 90170100" W 1
PREPARED FOR THE EXCL USI VE USE OF.
WILLMM E. BALDWIN
LORRAINE BALDWIN
STANDARD NOTES:
1. No search of the public records for determination of ownership or restrictions affecting the lands
shown was performed by the surveyor.
2. The survey depicted here is prepared exclusively for those parties noted.
3. No responsibility or liability Is assumed by the surveyor for use by others not specifically named.
4. Not valid without the signature and embossed seal of Florida licensed surveyor and mapper #4820.
5. There are no visible above ground encroachments except as shown.
6. No attempt was made to locate underground improvements and/or encroachments (if any) as part of
this survey. - - -
7. This survey was prepared in accordance with minimum technical standards established by the Florida
Board of Surveyors and Mappers (Chapter 611317-6, F.A.C.) pursuant to Section 472.027, Florida
Statutes.
71.4' —
e -� .FENCE CORNER_/
& 1. i'W.
1 s iqwff'a
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MIN.
FRONT
SIDES.
CNR S
REQ.