HomeMy WebLinkAboutBoundary SurveyMIN
FRON
SIDE
CNR
K KII
\
I
y
�rt T
0.ti
'Z
�5
goy \
RECEIVED
FEB 21 2020
ST. Lucie County, permitting
LEGAL DESCRIPTION:
Lot 54, SABAL CREEK PHASE Il, according to the plat the
Book 24, Page(s) 1, of the Public Records of St. Lucie Cou
PROPERTY ADDRESS:
7875 SADDLEBROOK DRIVE
PORT SAINT LUCIE, FL 34986
\
INVOICE NUMBER: 100442-SE
DATE OF FIELD WORK: 12/03/2019
CERTIFIED TO
(NOT -TO -SCALP
f as recorded in PI
�
, Florida.
\U "so
_ - or5s
NOT APPLICABLE I UNKNOWN
RGHAIR INC
FLOOD ZONE:
X
FLOOD MAP:
12111C
9
L
PANEL:0254
I
SUFFIX: J
PANEL DATE:
02/16/2012
{
I
� �
!
ai asemeMs, ob a or verse on (bons unp aHts a s e easemeno isi 1 p6 y c lent: PP ABLE,
TS SHOULD REVIEW THENSITION OFANYFENCE
VEYORSCERTIFICATION:
EGEND
-DENOTESARCLENGTH -
AATTA
P-DENOTES PLAT
BEARING REFERENCE:
LINES SHOWN HEREONANDTHEIR RELARONSHIPTOTHEBOUNDARYLINE
IS TO CERTIFY THAT THIS MAP OR PLAT ANO THE SURVEYWHICH IT IS Q:AN-DENOTES
DENOTeBOENTRALANGLE'
CABLE T.V. BOX
PH- DENOTES POOL HEATED
PP- DENOTES POOL PUMP
- ITU.E. ALONG WESTERLY BOUNDARY LINE OF SUBJECT LOT.
O WERE MADE IN ACCORDANCE WITH THE 2016MINIMUM STANDARD
IL REQUIREMENTS FOR ALTP/NSPS LAND TITLE SURVEYS.
CCF- DENOTES CALCULATED FROM FEILD
CM DENOTES CHORD D�TANCEM RECORD
R-DENOTES RADIUS
TR- RISER
_
WESTERLY LINE OF SUBJECT LOT AS N 33049113"W
-IND.E. AND MAINTENANCE EASEMENT ALONG EASTERLY BOUNDARY
LINE OF SUBJECT LOT:
y-\ °i.:'DlgltdllySlgrled
f e
tE-DENOTES DRAINAGE EASEMENT
EM DENOTES ELECTRIC METER
DENOTES TELA6HONE
UE- DENOTES UTILITY EASEMENT
UP - DENOTES UTILITY POLE
ALL BEARINGS SHOWN HEREON REFERENCED THERETO.
!!
c>r'
b Andrew
FN- DENOTES FOUND NAIL
WM- DENOTES WATER METER
L- DENOTES LEGAL
WV-DENOTESWATERVALVE
aT
V, AIIm I yder
M-DENOTESMEASURED
iHc DENOTES OVERHEAD CABLE
IMPORTANT NOTE:
IFTHISSKETCH OF SURVEY HAS BEEN PREPARED FOR THE
This survey has been issued b thefollowin LaodtecSurveyingoffice:
Y, Y 9
PLEaseNOTE;
BYPUBLICUmIDE$.
--�—�-
�,F�"_"!
-,fJQ-xg019.--1 '1-oA
`1
BURGINGv NE
O LIMITED TO THE
600 Fairway DrNe-SteURE. 101
SUBJECTPROPER7YIS SER
APPROVEDFORCON$rRuc
�SBEENMABEBYTHI$eFflCE-.
L1/G IL""r-d� 1 1 L �}--��.
INFORMATION REQUIRED HAT N
ESURVEYTWITHOUT
(
-I
-/ 9:45:31-051A001
GENTERLINEE
a—u—n—wooDENTLMETALFENGI
CONSTRUCTION SHALL BE BASED UPON THIS
FIRST OBTAINING APPROVAL ANDIOR UPDATES FROM LANOTEG
AL ED
BE CONFIRMED BYAN IONSTED
DeP.�IP.Id Beach, FL. 3344�
Job Number l'IBJ442-SE
Red
t � h � !'
S U. R Y E Y I IY 4]
f,1
12/04/2019.
E.
Iwo-
SAID OLANDTEVAL C APPROVAL FOR CONSTRUCTIONL IN
NOTATION:
Office: (561) 367-3587 Fax: (561) 465-3145
pw By: V.V.
REV^
ProWry Eemng elerldas Land Tl & Reel Estero India"es
VED: DATE:
PVC FENCE'
—OVERHEADCABLE
THE. REVISION BAR BELOW. LAN DTECH ASSUMES NO '.
RESPONSI BI U1-Y FOR ERRORS RESULTING FROM FAILURE TO:
- Y1,J [� CL� !� YY1
www.LandtecSurvey.com
d
BBIeofFietlW01k: 171031201b
-Rev
..I m¢asrtraGly 6¢tt¢ll
LICENSED BUSINESS#8807
REw TER PROFESSIONAL SURVEYOR AND MAPPER FLORIDA
ISTRATION No. 6639(NOT VAUD WITHOUT THE 9GNATURE AND THE ORIGINAL
ED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE)
ADHERE TO THIS CLAUSE.
w
u
Ti
01 30'6 '1
LEGEND & ABBREVIATIONS
A
ARC LENGTH
A/C
AIR CONDITIONER
BM
BENCHMARK
C
CALCULATED FROM FIELD MEASUREMENTS
C/L
CENTERLINE
CM
CONCRETE MONUMENT
CONC
CONCRETE
DEG OR
DEGREE
ELEV
ELEVATION
FFE
FINISHED FLOOR ELEVATION
FND
FOUND
ID
IDENTIFICATION NUMBER
IP
IRON PIPE
IR
IRON ROD
IRC
IRON ROD & CAP
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
N&C
NAIL AND CAP
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
NTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
ORB
OFFICIAL RECORDS BOOK
P
PLAT DATA
PG(S
PAGE(S)
PLS
PROFESSIONAL LAND SURVEYOR
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS
RLS
REGISTERED LAND SURVEYOR
R/W
RIGHT-OF-WAY
®
WATER METER
&
AND
p
AT
A
DELTA
�S
UTILITY POLE
TO
TELEPHONE BOX
7s o' ----- V 25.7
WELL
\ \ \ FND NAIL & DLSK
s \ Q \ LB #7025
\ x 24.6
c�L\r�cS
2 .4
AGE
\ 24�0
�\ 23.
�6
` 23,5 21,
\ x 22,
23, 7
23.
OLQI
\ x 23.6
Y$ 21. 3.0
z
x 22,
23.56 \ C
23,
23.48 \
�a
LOT 53
OCCUPIED
FFE= 27.5'
RECORD SURVEY
X 2\6.2
/ \> 26A
SAINT LUCIE COUNTY, FLORIDA
c� j
<26.7 $0 �6g 1
V 26,5
'(� • / `� Exrs�nvcrvol� a�
Z �----_Foxn�aoaaos
TOPELEV. = M-W
LO
25.1 mo Nc
UNDER
x 22.8
FND I/2"
NO ID
oNIS /
\ $
�o EXISTING
2STORYCBS in
oO
doo RESIDENCE
FFE= 274'
)� Y
47
oo. LOT 54
o & OCCUPIED
/
Ilk SET 5/8'IRC
LB # 7903
x\23,0\
SET NAIL &DISK \ 21. \
LB#7903 ` x 22.5 \ \
BENCFIALIM 23,32
ELEV=23.57 23. \
23,c2\6 \ \
�( 19.3
\ 0�
x 22A
\ LAKE
\ { OPEN WATER
\ 19.3
x 22.1 \
1-1
O� \
x ,0 � \
1 �G
d•5Ee FA
G �
m0
b3. •G,\ J
0 �Q
C*/
Gj
10 �gy'
x 24,0
1
\00•
PQ"
LOT 55
VACANT
LOT 56
VACANT
LOT 57
OCCUPIED
FFE= 26.9'
A
19,3 b,,9�
x 20.9
FND 5/8"IRC \
LB # 7903 \
/ \
SET 5/8"IRC\
LB#7903 \
x x 21.6
22,7
LOT 48
OCCUPIED
ORANGE
SITE
LOCATION MAP
NOT TO SCALE
STREET ADDRESS
v,Z
7875 SADDLEBROOK DRIVE, PORT ST. LUCIE, FLORIDA
LE SE CRIPTION
LOT 54, SABAL CREEK, PHASE II, ACCORDING TO THE PLAT
THEREOF, RECORDED IN PLAT BOOK 24, PAGES 1, A AND
OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY.
b
GENERAL NOTES
\ 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL.
\ 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT
\ CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER.
`\ 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE
j AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER.
r o
\ 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE
\ OF SADDLEBROOK DRIVE, BETWEEN EXISTING MONUMENTS AS SHOWN, HAVING
AN BEARING OF S33049'13"E AS RECORDED IN SABLE CREEK, PHASE II, PER PLAT
BOOK 24, PAGE 1, PUBLIC RECORDS ST. LUCIE COUNTY, FLORIDA,
5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE
"X', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO.
12111 C 0254 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION
CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE.
6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM
(NAVD) OF 1988.
7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES
STANDARDS, IN FEET AND DECIMALS THEREOF.
8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED
AND SHOWN HEREON.
9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN
LOCATED ON THIS SURVEY.
10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS
WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS.
11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR
RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED
RESTRICTIONS, OR MURPHY ACT DEEDS.
12. THE LAST DATE OF FIELD WORK WAS MARCH 16, 2020.
GLOBAL POSITIONING SYSTEM (GPS) NOTES
1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON
St. �u�cle Co. FL BRX-6, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER.
Date S1L�Z Init.-��
Approved 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL
STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS,
IMPROVEMENTS AND CONTROL ON THE PROJECT.
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING
CARLSON SURVEY 2018.
4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY
EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE
CODE (F.A.C.) 6J-17-051.
O
r
w�/I
M
1-
Y.
a
o
a
>
5
�
w
oom
�
�
m
LLa
Z
Z
w
W_
p
v
W
0
(1)o
LL
W
`
0
W 1
w
I-
LL
UJ
J
IN
(�
�
w
m
N
WOLL
r
J
Z
Q
F
N
Q
w
;
00
Z
U
=
O
N
O
O
e
N
N
1�
LL
Y
O
LL
z
W
a
00
Q
LL
O
r
w
r
�
r
w
�
w
>
>
0
o
�
0
F-
0
0
Z
o
Q
o
0
J
W
o
Q
w
L�
w
O
J
U
f
a
zo
a
a
u
w
a
P
P
a
a
a
CA
U
U
U
Prq
00
0OD
No
0
0
(L
�
o
^
cu
(M
.N.
Q
owz
O
aao
axx
L1..
w
Foo
zzw
Z
wwoo m
Q
Lu
Owa
w< �
2OZO
N ��
=Q -U
LZ CA W
Uz www0
Uw ZU
�
Z �
Zo5z
(Qn Z w
�yo
OmwU)
'w Wz
�o,
UClwZ
Zm
o o
LL Q w H J
O aF°5
H m U F- F-
¢=
w QwE-
a0. 2
w=020
=wo i
U O Z
C7 =zoo
_j 0
; w°o�
F4+
w LL. JZ 0_
G_E
O 0aww
= 0 0 0
O Z¢ w w
Q
H
Z
U
wwZm
Fw ko
2w~KU
>
O
vz3�
ci
Xz0. a
W
o > y
U
Z,w
z�Z2
J
D
w �BWg�
oODE
y
a5oo
DRAWN BY, CA
CHECKED BY, CA
DATE' APRIL 01, 2018
HDRIZONTAL SCALE'
1'=30'
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL SEAL OF A FLORIDA
LICENSED SURVEYOR & MAPPER.
CHARLES ARNOLD
PROFESSIONAL SURVEYOR & MAPPER
FLORIDA LICENSE N�4971
,31eP ETD DATE
SHEET 1 OF 1
PROJECT NO. 17-539
NOTES:
Ground Fault
Circuit Breaker
(For Pump) -
Water Proof
Ground Fault Circuit Breaker
(located 10' - 20' from water)
Motor / Light
(Separate Circuit)
,Panel
---8) 4- Pump Motor
Time Clock
Integral with pump
Transformer
' Niche less
Single Pole PAL Color TREO light
g jNo Junction Box Required)
Single Throw
Toggle Switch \\
Pool Light
NOTES: -Ground all metal boxes.
-LED Niche -less light requires no ground.
-Light fixture does not require GFCI or junction box
Electric Diagram
Not To Scale
Pump
Screwed down with 1.5"
Long 118 or larger approved
concrete anchors
N
Filter
Screwed down with 1.5"
Long 1/8 or larger approved
concrete anchors
Pump & Filter Tie
Top view / Not To Scale
Water Level 18" min-24'- max
from inside wall of pool
t---� Bonded Ground Wire
#8 Solid bare 4 at 4 Points of Pool.
cooper bond 1 at Skimmer
wire w/ approved I 1 Ground Rod
at Equipment Pad
Clamps =One on each
side of the pool (1) #8 Bare copper wire
TOTAL: 4 bonded to pool steel
Equipotential Bonding Detail
Per Florida Building Code Adaptation of
N.E.C. 2008 sec680.26
Not ToScale
Skimmer
Vent Through Lid
Water Level
Deck Surface
Pump Discharge
/To Filter)
2" PVC Pipe /
Schedule 40
Pump Suction Si e
Skimmer Detail
Not To Scale
Minimidistance 3 feet apart
(p centerlines)
Minimum distance 3 feet apart
(pipe centerlines) [--
SIZE Pump DUAL Pump
VGB 2008 Compliant
Main Drain Plumbing Detail
Not To Scale
PROI
XXX I
3'-6' 61611
Coronado - BHBI
13,000 Gala Approx.
SCALE: 111=10'-011
.�TrT?
'LINE
°-20'
1. PLANS AND ENGINEERING ACCORDANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL
2017, ANSI/NSPI 3, ANSI/NSPI 4, ANSI/NSPA 5, ANSI/NSPI 6, and ANSI/APSP 7.
2, ALL CONSTRUCTION AND INSTALLATIONS TO COMPLY WITH THE FLORIDA BUILDING CODE
RESIDENTIAL 2017, ANSIINSPI 3, ANSIINSPI 4, ANSVNSPA 5, ANSI/NSPI 6, and ANSI/APSP 7.
3. ALL PIPING SHALL BE SCH 40 OR SCH 80 PVC, AND INSTALLATIONS SHALL BE COMPLY WITH
FBC PLUMBING 2017.
4. ALL POOL AND SPA SHALL BE CONTINUOUS SOIL BEARING ON CLEAN COMPACTED SOIL WITH
2000 PSF MINIMUM.
5, ALL HANDRAILS, LADDERS, LIGHTS SHALL BE BONDED WITH 48 GROUND WIRE PER NEC 680.
6. POOL AND SPA SHALL BE PROVIDED WITH APPROVED CHILD BARRIER OR SCREEN ENCLOSURE,
HOUSE SAFETY BARRIER OR ALARM SYSTEM ALL IN ACCORDANCE WITH FBCR 4502.17.1
T ALL GAS AND FUEL PIPING SHALL BE PER FBC FUEL AND GAS 2017 (SEPARATE CONTRACTOR).
3. ALL ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CODE IN EFFECT ATTHE
CONSTRUCTION SITE.
9, POOL AND SPA EQUIPMENT SHALL BE SECURED TO CONCRETE PAD.
10. AFTER COMPLETION OF POOL CONSTRUCTION, HOMEOWNER SHALL CONSULT LICENSED
POOL CONTRACTOR IN ORDER TO DRAIN POOL IF SO DESIRED.
11. HEATING EQUIPMENT SHALL COMPLY WITH FBC R 2017.
12. POOL BY VIKING POOLS, James A Marx Jr Florida Professional Engineer Lic # 45024 �.--
Water Lei
SHASTA SPILLWAY - LRSSW
470 Gal. Approx.
SCALE: 1"=5'-011
F�.
LEGEND
SR - SPA RETURN
SK-SKIMMER
SMD - SPA MAIN DRAIN
PS - POOL RETURN
VAC - VACUUM SUCTION LINE
Tu r-Auty. C�pD
� 'Tv
ELECTRIC, SAFETY FENCE, REBAR DETAIL
DIRECT BURIAL GROUND CLAMPS
4 AT CORNERS
\ 0
0
0
0
0
7
°
0 0 , 0 0
GROUND ROD AT EQUIPMENT PAD
#3 J-SHAPED REBAR, 3' LENGTH 0 2' C
360° PERIMETER OF POOL
CORONADO
°
0
0
0
0
0
0
° 0 / o I 0
aa�d +q�l�A1 1� I
`#8 BARE COPPER GROUND WIRE
SAFETY FENCE 48", 360- PERIMETER,
3' CENTERS, 2' FROM WATER LINE
Specifications:
Pool Model: Co P700Ab0/
Surface Area: 61yi bra
Light: No -Niche LED
Pool Returns: �'I
VAC Stubout: Approved VAC Lock Fitting
Interior Finish: FIBERGLASS WITH GEL COAT
Pump #1: Qw,"41EV Max�ao �y
2" Socket 2 in: pipe Fool M, IIn brain conredinq pipe
VGB 2008 CompliantIn� pipe Cps Mein pialn connectiro pipe
175 gpm Main Drain Plumbing Detail - a in, pipe Spa 1111(;rapu Suction
Not To Scale In pipe 5ucton Cleaner Line
2 ln, p;pe Fool Skimmer Line
1" watertight, underground PVC Z In, pipe Fool Feturn "Ine
conduit back to 120V AC/12V AC 2 -in, pipe Spa FeEurn Line
transformer location.
Fine
N )A
All fittings should be glued and In pipe Fool �,:°rapU pettal'n
watertight 14 in, pipe Spa Therapu, Feturn Arne
P71menslons 34� x t
Ferlmeter! I If::, 4
EQUIPMENT PAD
OWNER:
C4?acitu, (gak); o�fgo
inimum of 3 1/2" of straight, 1 1/2" PVC urnover rate (Minutes) , �I
Pe behind wall fittin required prior to POOL CONTRACTOR:
nduit reducer or bend. CH/,V/i/�
GEOFFROY (GEOFF) P HILAIRE
No -Niche LED .�, :� All America Pools Inc
Light Detail ' v a' 5506 Melville Rd
Not To Scale w —
�° w Fort Pierce FL 34982
* ` s� Phone: (772) DIG -POOL (344-7665)
., �... � L
op ss °f ,,: Florida Certified Pool Contractor CPC-057355
BENCHMARK ENGINEERING Ir �`'�'
2-0003-000-7
BOWDOIN G. HUTCHINSON P.E. #70878 Parcel #3
7875 SADDLEBLEBROOK DR
PORT SAINT LUCIE, FL 34986