HomeMy WebLinkAboutBoundary Survey►- -A
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 1 IN BLOC( 2, WATERSTONE PHASE L
ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 52, PAGES 35
THROUGH 47, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
ABBREVIAT//II9O S: RR,�E
YELLOWSET
APSMARKED yPSM5643WITH
FD = FOUND 5/8 IRON REBAR
= RIGHT OF WAY
MEASURED
P = PLATTED
C = CALCULATED '
= RADIUS OF CURVE
L = LENGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR NLEVATION
OH -OH -OH- = OVERHEAD IRES
X-X-X- = CHAINLINK FENCE
-0-043— PLASTIC FENCE
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD -
COV.= COVERED
AND
JW DRAINAGE PNGPOSED
RECEIVED
DEC 17 2019
ST. Lucie County, Permitting
SURVEYORS NOTES:
I, UNLESS OTHERWISE NOTED 0 LY PLATTED EASEMENTS ARE SHO HEREON.
2. ALL LOT DIMENSIONS SHCII ARE PER PLAT UNLESS OTHER 15E SHOWN.
3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHOWN
4. THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAP#
12111CO070 J DATED: 2-16-12,
5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
BAND IS PROVDED AS A
Y A DETERMINATIN AGCOURTESY. THE FLOOD ZONE SHOULD BE VERIFIED
6. BEARINGS SHOW( HEREON ARE BASED ON THE EAST. LINE OF
WATERSTONE PHASE 1 AS BEING NOO.05-59-W ACCORDING TO THE
PLAT ' DESCRIBED HEREON,
7, P,U.D.E. � DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
U.E. DENOTES UTILITY,EASEMENT.
8. THE ACCURACY OF THIS SURVEY IS PREMISED'ON THE EXPECTED USE OF
THE SURVEY, THE EXPECTED USE / PURPOSE OF THIS SURVEY IS VACANT
LOT PURCHASE. ACCURACY=1 FOOT IN 7.500 FEET OR BETTER,
9. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT
PROPOSED .PLOT PLAN
(0UBIEdT To dONTRAdTo& HEALTH DEPT.. AND BUILDINd DEPT. APPROVAL)
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 198B(N.AVD.°88)
CRISTELLE COURT
- R�W ASPHALI
ROAD
CATCH -
P 10
N fS
MODEL - 2169
PROPOSED RESIDENCE
E•FE PE722-0
cril
DRAIN PLAN A� 1
COVERED PORCH
91114, SETBACK REO.00
�I
FRONT/ yI
STD'cS ;n
Cp —I rn
CNR SIDES �O �
Y
REAR owl
ZNG.
TEC
PARCEL L-3 (LAKE)
DRIVE
16. CAC
FO
FD.
I '
Ifzs o
o )
STE BENCHMARK 'PCP' IN
-CDNsMUCF ROAD ELEYAIION - AGO
WUVDICAP N.AVD. '88
P
r (
I
I
1C391
Q
s
ti
/? Q7
Q 2
N
1
// GOp*
LgC11
LEGAL DESCRIPTION:
(Supplied by Client)
LOT 1 IN BLOCK 2, WATERSTONE PHASE 1,
ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 52, PAGES 35
THROUGH 47, OF THE PUBLIC RECORDS OF
ST. LUCIE COUNTY, FLORIDA.
ABBREVIATIONS:
SET = SET 6080 IRON R BAR WITH
YELLOW CAP MARKED "PS 5543
FD = FOUND 5/8 IRON REBAR
BIGHT OF WAY
MEASURED
P = PLATTED
C = CALCULATED
i= RApp[US OF CURVE
L = LEryGTH OF CURVE
D= DELTA OF CURVE
FFE = FINISHED FLOOR QyATION
OH-OH-0H- = OVERHEAD IRES
X-X-X- = CHAI LINK FE CE
�Q-= PLAS IC FENC
0-0-0- = WOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
COV.= COVERED
DRAINAGE_ PROPOSED
SURVEYORS NOTES:
I. UNLESS OTHERWISE NOTED 0 LY PLATTED EASEMENTS ARE SHO HEREON.
2. ALL LOT DIMENSIONS SHOT AR PER PLAT UNLESS OTHER ISE SHOWN,
3. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS
OTHERWISE SHOWN,
4, THIS SITE LIES WITHIN FLOOD INSURANCE RATE MAP ZONE X MAPt
12111CO070 J DATED: 2-16-12.
5. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR
AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED
BY A DETERMINATION AGENCY.+
6. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF
WATERSTONE PHASE 1 AS BEING N00T15'59"W ACCORDING TO THE
PLAT DESCRIBED HEREON,
7, P,U.D.E. DENOTES PUBLIC UTILITIES AND DRAINAGE EASEMENT,
U.E. DENOTES UTILITY EASEMENT.
8, THE ACCURACY OF THIS SURVEY IS PREMISED ON THE EXPECTED USE OF
THE SURVEY, THE EXPECTED USE / PURPOSE OF THIS SURVEY IS HOME
CONSTRUCTION. ACCURACY=1 FOOT IN 7,500 FEET OR BETTER,
9, ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
THE SIGNING SURVEYOR IS PROHIBITED WITHOUT WRITTEN CONSENT,
ALL ELEVATIONS SHOWN HEREON ARE BASED ON
NORTH AMERICAN VERTICAL DATUM OF 1988(N.A.V.D.'88)
CRISTELLE COURT SITE BENCHMARX 'PCP' IN
ROAD ELEyABON = 21.00
ASPHALT ROAD N-AVD.'RB
CATCH
BASIN — _ Op
-ice° N83.07'12"W 70,00'
FD.
St- tole Co. xP 10' U.E. FD.Date F
nit. ORVE
°
approved N � ot
2,26
I 8.3 �', 9.94 1 28.99' FB,
g o �.
N I B5 ,a ,6 9.40 CN
VaCD
O CO FD, y8
m a N I IN PLACE FORM BOARDS o
w _ II I TOP ELEVATION = 22.It' o p
z w PROPOSED F.F.E. = 22.00' '
D U w I I fQ COD
5B5r
I 15.2. p -'�7 I v CQ
w o ' _0 no W
a m,pM ti
�m
W I �o 3
rn
I / ' FD. "SEWEry�o
I ALLVR Eti
FD. NI�•2�'5l /
PARCEL L-3 (LAKE)
8301 CRISTELLE COURT
SCALE: 1 e=30'
Atlantic Land Designs
of the Treasure Coast, LB7468
754 NE Jensen Beach Blvd. Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
DATE: 1 1/1 0/1 9
DRAWN: JC,
2019-0938
DATE:
REVISIONS
1122120
form board lie in
LAST FIELD DATE:1/21/20
Cer t if i ed to: Adams Homes of Northwest Florida, Inc.
BP# 1912-0350
(321) 751-1530
1 hereby certify that the survey shoyln hereon is true and correct
and is based on actual measeur ements taken in the field. This
survey meets the Minimum Technical Standards of Chapter 5J-17 3w ee r
Florida administrative code. `extlFlcgjf
PSM 55413
v alghallyslgnMhylamesAQfholc `
J mes Cesiro Jr "`"cam f".`e'Im,,, Und
slgnsolth.TCoµ
a Wimf5543agmaiL[om[=US F MTEOF
naITHOUT le.303ICATED 15@ELECTRONIC
NOT
C
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL egFo <oar EJ