HomeMy WebLinkAboutD O H APPROVED BOUNDRY SURVEYRICE RESIDENCE
CBS HARBOR KEY MODEL BL�L�OCK20
�F1UH1Y t
FD. #4 REBA
& CAP #2791
10' PUBLIC DRAIN�GE & UTILITY
EASEMENT
LOT 27,
BLOCK 20
Qgg PTED-�
F.F.=12.53'
X S_TIING f
=1475 SQ. FT. GREER AREA
AVAILABLE1& 924 SQIII FT.
UNOBSTRUCTED AREA
AVAILABLE F
PROPOSED 12' X 39'
f INSTALLATION AREA FOR
SEPTIC FIELD r
I
I
7S TBACKS,
CELOT PLAN 8 TOPI
LEGEND: D = DEED
P.C.P. = PERMANEN
MON.=MONUMENT
RAN = RIGHT OF WAI
C = CHORD CB = C
BEARINGS HEREOI
XBIAlC LINE OF _L(
NOTES: LANDS S
NO SEARCH OF I
NOT VALID WITHI
OR DELETIONS T
CONSENT OF TH
THIS SURVEY SU
RECORD AS REC
THIS SURVEY NC
SPRINKLER SYSI
REVERIFICATION
a
N
LEGAL DESCRIPTION
LOT 28 BLOCK 20
LAKEWOOD PARK UNIT NO., 3
F .AT BOOK -10 PAGES 63-64
11.1' "'T Ie,UC;,� CQ�11j,TY, FLORIDA
80.00'(P&M)
LOT 28
BLOCK 20
VACANT LOT SURVEY
M
I1M
s
PROPOSED r 18'�-
``PORCH I o
30'
— _1 �i
n
24.7'
SHUT 1 OF 1
10.2' WELL SOT 2
;��ISTTIMG BLOCK 20
4S J y rfk: /�
61 q 7, F.F.=13.00' m
IF AREA OF DRAINFIELD IS SUBJECT TO
..SATURATION FROM ROOF DRAINAGE,
ROOF MUST BE GUTTERED PRIOR TO
FINAL APPROVAL.
LOT 29
BLOCK 20
A�9
8.3' 110����'.
�.
S . Lucie County Health Unit �;t
ronmental Health
a �
ijj Plan Approved For Construction
Ver;;edes II Previous Site .Plans For
S'D . _ 1 0
J
evimer
.�
19.7' 1 12
XisS c / 475 7
Etl--F341==-��.o Q. FTi.
00 REA AVAILABLE a
�� DO H
FD. #4 REBAI J - I o
& CAP #2791 80.00'(P&M)
10.6' 1 .1'
I o
� w
7.8'8,
0
$ d a.
n asphalt pavement
.921, l M 70' PUBLIC -OPEN
& D CAL PALOMAR
04i c'_
FD. #4
9.8'
7.7'
IL
0
10 5' 253.20'
ET A
& DI
w
a
Do
Cr
�r
w
zm ,
n.
J
ELEV.=10.00' ASSUMED
.00ATIO S & CITY SEWER & WATER AVAILABILITIES TO BE VERIFIED BY CONTRACT
SURVEY UNDARY SURVEY ❑ = FORM BOARD SURVEY ❑ = AS -BUILT SURVEY ZMEASURED
ELEV. ARE ASSUMED ❑ = ELEV. ARE N.G.V.D., 1929 DATA
C= CALCULATED X = EXISTING GRADE PRO. = PRORATION DISTANCE DISTANCE P = PLAT DISTANCE
CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS CONC. = CONCRETE
C/L = CENTERLINE FD. = FOUND N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM F.F. = FINISHED FLOOR
P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.T. = POINT OF TANGENT C.M.P. = CORRUGATED METAL PIPE
10RD BEARING
4RE REFERRED TO AN ASSUMED VALUE OF 90001100" FOR THE NORTH PROPERTY
_2- BLOCK 20 , SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD.
OWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAY OF RECORD.
IE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS.
JT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAP ADDITIONS
SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WI . 0 .T WRITTEN
SIGNING PARTY OR PARTIES.
JECTTO EASEMENTS & ALL OTHER MATTERS OF
iRDED, WHETHER SHOWN ON SURVEY OR NOT.
TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYLOR, JR.
:MS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015
)F PROPERTY CORNERS. SIGNATURE DATE: 2-24-97
SCALE 1" = 30`
AYLO R , INC. CHECKED BY • GMA
JOB NO. 9213-97 DRAWN BY CGM
FIELD BK. NO. LAND SURVEYING
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - - MAILING ADDRESS REFERENCES
FIELD WORK DATE 2I 21-97 336B S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE FLOOD ZONE "B"
DATE 2-24-97 TELEPHONE (561) 287-0664
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