HomeMy WebLinkAboutBOUNDARY SURVEYSUNDERLAND RESIDENCE
BIMINI MODEL
„
, ti
I
nm�
p 0 0
O 0 a
L
J f
d
0— O
G j V
C
® v
E
d V
u
x
d
^'c0
m—
�
d
L
^ oa
d
un
^
�N
Y
r
o d
a n
m
T
a
ou
6. n
e� o
0
W^
W^ N,
G
~3
3m9
m0$
.0
e
^LL O o
D
HO U.
ALL
w
W
JCrZ
J
ON L67
ov�p,$
° c
K•Lu
wOu
W Z9 0 V
CAW B� i
Y
V.
t
y
=off
V7 QJ'
< t=71 e'J � r
0
I
VACANT
I
C/L CANAL
N.S.L.R.W.N.D.
I
FD. AXV
CONC. MON.
SHEET
1 OF 1
9.6'
X 9.1'
9.5' 9.6 S 020 40' E
I.J9.0-Itf 9.0'
FD. 3/4" PIPE 189.67'(D 190.121(M)
FD. #5 REBAR
NO CAP
& CAP #LS2960
NOTE:NO WELL WITHIN
75' OF ANY
SEPTIC FIELDS
1500 SQ. 'IT, I
REA
AV LA LE
PROP SED
SEPTIC ,--
PROPOSE
RES I DEN
3 BEDROOM
E
.n
1217 S
GT.
8.9,
0
1 r
o
¢I
m
%D
1
C-4
I �.
1.
uo
CL
EXISTIN
w
j ' RES I DENiii
E
F.F.=8.
2'
it li
�o
0
a\
co
co
K
O.
J
w
U)
WELL
ED
7.9'
BENCH ARK=NAIL IN
14" T IN OAK
ELEV. 10.00' ASSUMED
POND
ko
ko
345.331(M) °a
345.67'(D) 189.67'(D) 189
667.80'(P) -SET # N 000 00' 00" E
667.15'(M) REBAR
& CAP
VACANT
=1500 SQ. FT. GREEN AREA
AVAILABLE & 924 SQ.'FT.
UNOBSTRUCTED AREA AVAILABLE
r =PROPOSED 12' X 39'
L-1 INSTALLATION AREA AVAILABLE
FOR SEPTIC FIELD
w
0
N
In
O
01%
co
J:
❑ 0- 132.331(M)
132.461( )
SET #4 REBAR FD. #5 REBAR
& CAP #I-B4607. & CAP #I_S3152
#LP4602 C/L-CHRISTENSEN ROAD
rTBAt,NS, LOCATIO &CITY SEWER & WATER AVAILABILITIES, - -,,E VERIFIED BY CONTRACTOR
:.
PLOT PLAN & TOPO SURVEY = BOUNDARY SURVEY ❑ = FORM BOARD SURVEY ❑ = AS -BUILT SURVEY = ELEV. AIDE ASSUMED ❑ = ELEV. ARE N.G.V.D., 1929 DATA
LEGEND: D = DEED C = CALCULATED X = EXISTING GRADE PRO. = PRORATION DISTANCE -M = MEASURED DISTANCE P = PLAT DISTANCE
P.C.P. = PERMANENT CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS CONC. = CONCRETE
MON. = MONUMENT C/L = CENTERLINE FD. = FOUND N.G.V.D. =NATIONAL GEODETIC VERTICAL DATUM F.F. = FINISHED FLOOR
R/W = RIGHT OF WAY P.C. = POINT OF CURVE P.R.-C. = POINT OF REVERSE CURVE P:T. = POINT OF TANGENT C.M.P. = CORRUGATE6METAL PIPE
C = CHORD CB L CHORD BEARING
BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N 000- 00' 00" 'E FOR THE EAST
RAN LINE OF CHR I STENSEN ROAD SAID BEARING IS IDENTICAL WITH THE PLAIT OF RECORD.
NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAY OF RECORb..
NO SEARCH OFITHE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. `
NOT VALID WITH, THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEY.OR'AkID I
OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBIT(rD
CONSENT OF THE SIGNING PARTY OR PARTIES.
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF
RECORD AS RECORDED, WHETHER SHOWN ON.SURVEY OR NOT.
ER. ADDITIONS
OUT WRITTEN
i
THIS -SURVEY NOT TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYL'OR, JR.
SPRINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015
REVERIFICATION OF PROPERTY CORNERS. SIGNATURE DATE: 4-13-00
I
SCALE 1" = 100, L•
12255-00;
CHECKED BY GMA
JOB NO. AY L O R
DRAWN BY GMA
FIELD BK. NO.. LAND SURVEYING
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 MAILING ADDRESS REFERENCES
FIELD WORK DATE 4-13-00 336E S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE FLOOD ZONE "X"
DATE 4-13-00 TELEPHONE (561) 287-0664
Perm1'� � 2 t9r� 6 UC7 12-1
SHEET 1 OF 1
SUNDERLAN Ya.ES I DENCE
BIMINI MO`GEL
i
w '
1'. °W .
0 0
°
J
a w
cc
N
° °a
gd
r_=„
9 °
7
o0 ,
tn
in
1
L
o
°•
u
a
• � U
C ^°
L
W
w
°►-s i
o^Y
ern
3mo
w3co
n0 Ay,
rp oLL
i
J
r
„aj-c
r
e
c C�
a_
1-l:a_�G
J
u
=nE
1z11�!
uJi zZ�9u
K•WOV
—
o
0:2
W 5
y i
VACANT
I
I
I
I
C/L CANAL
,N.S.L.R.W.N.D.
9.6' -A
9.5' 9.6 S 020 40' E
FD. 3/4" PIPE 189.67'(D 190.12'(M)
NO CAP
it
155'�
8.9').j
I
O
1 I
i
O
13I
a�
�
� 1 0
N
1
0o
1 d
Ln
a
a.i
O
N
IN PLACE FOR
BOARDS
TOP OF FORMS
=13.20'
AA
7
X 9.1,
9.0k 9.0'
FD. #5 REBAR
& CAP #LS2960
7.9'
BENCH ARK=NAIL IN
14" T IN OAK
ELEV. 10.00' ASSUMED
POND
0
` EXISTIN
W 1 RESIDEN E
F.F.=8. 2'
' !I
U
UIN
oll
N W
0
J
x
NOTE:NO WELL WITHIN
75' OF ANY
SEPTIC FIELDS
VACANT
1500 SQ. FT. GREEN AREA
AVAILABLE & 924 SQ.•FT.
UNOBSTRUCTED AREA AVAILABLE
r =PROPOSED 12' X 39'
INSTALLATION AREA AVAILABLE
\o FOR SEPTIC FIELD
w
O
N
O
O\
co
m
I
345.331(M) 132.331(M)
345.671(D) 189.671(D 189.491(M) 132.461( )
FD.�4X 667.80'(P) SET # N 000 00' 00" E SET #4 REBAR D. #5 REBAR
CONC. MON. 667.15'(M) REBAR & CAP #LB4602 & CAP #LS3152
& CAP C/L CHRISTENROAD
#LB4602
rTBACKS, LOCATIO &CITY SEWER &WATER AVAILABILITIES y0 BE VERIFIED BY CONTRACTOR
PLOT PLAN & TOPO SURVEY A= BOUNDARY SURVEY ❑ = FORM BOARD SURVEY ❑ = AS -BUILT SURVEY ELEV. ARE ASSUMED ❑ = ELEV. ARE N.G.V.D., 1929 DATA
LEGEND: D = DEED C = CALCULATED X = EXISTING GRADE PRO. = PRORATION DISTANCE M = MEASURED DISTANCE P = PLAT DISTANCE
P.C.P. = PERMANENT CONTROL POINT P.R.M. = PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS CONC. = CONCRETE
i
MON. = MONUMENT C/L = CENTERLINE FD. = FOUND N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM F.F. = FINISHED FLOOR
RNV = RIGHT OF WAY P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.T. = POINT OF TANGENT C.M.P. = CORRUGATED METAL PIPE
C = CHORD CB,L CHORD BEARING
N 00° 00' 00" E EAST
BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF FOR THE
RIW LINE OF CHRISTENSEN ROAD SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD.
NOTES: LANDS (SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAY OF RECORD.
NO SEARCH'OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS.
I ,
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR.'AND MA ER. ADDITIONS
OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITE_D,WI OUT WRITTEN
CONSENT OF THE SIGNING PARTY OR PARTIES.
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF = =
RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT. z
lk'IS SURVEY NOT TO BE USED FOR FENCE INSTALLATION, GEORGE M. AYLOR, JR. =
S,,;HINKLER SYSTEMS, SHRUBS OR ANY OTHER UTILITIES WITHOUT REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015
Rv VERIFICATION OF PROPERTY CORNERS. SIGNATURE DATE: 4-13-00
i
SCALE _ 111 = 100'
CHECKED BY GMA
JOB NO. 12255-00 AY L O R
DRAWN BY GMA
FIELD BK. NO. LAND SURVEYING
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 - - MAILING ADDRESS REFERENCES
FIELDWORK DATE 1 4-13-00 - 336B S.E. TRESSLER DRIVE, STUART, FLORIDA 34994 - - OFFICE FLOOD ZONE "X"
DATE 4-13-00 TELEPHONE (561) 287-0664
. aFvIcan 7—in—nn GnDM a can cllavav