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(LS4971)
0.(INS
14' E )
1 inch = 80 ft.
GE
PROPOSED
500 SQ. FT.
SYMBOL & ABBREVIATION LEGEND:
DRAINFIELD
ASPH
ASPHALT
INV
INVERT
F•U. & DE
PUBLIC UTILITY AND
PUBLIC DRAINAGE EASEMENT
803 _SQ. FT.
IP
IRON PIPE
UNOBSTRUCTED
BENCHMARK (BM)
IR
IRON ROD
R
RADIUS
AREA
(C)
CALCULATED
LS
LICENSED SURVYOR
R/W
RIGHT-OF-WAY
(
CENTERLINE
IR/C
IRON ROD AND CAP
®
PROPERTY CORNER
LOT 14
CLF
CHAIN LINK FENCE
MAG/D
MAG NAIL MAG BRAND
O
RIGHT-OF-WAY
(VACANT)
CONC
CONCRETE
NAIL
CONTROL
(D)
DEED
QM
MAILBOX
-
SIGN
D.B.
DEED BOOK
NORTH AMERICAN
X 0.0
TOPOGRAPHIC DATA
(SOFT SURFACE)
EL/ELEV.
ELEVATION
NAVD88
VERTICAL DATUM OF
1988
TOPOGRAPHIC DATA
LB
LICENSED BUSINESS
O.R.B.
OFFICIAL RECORDS BOOK
X 0.00
(HARD SURFACE)
(M)
FIELD .MEASURED
OHW
OVER HEAD WIRES
WV m
WATER VALVE (WV)
FINISHED FLOOR
t `
F.F.E. ELEVATION PG PA ® MONITORING WELL
PK/p PARKER-KALON NAIL &
FND FOUND DISK
SQ FT. SQUARE FEET P.B. PLAT BOOK WOOD POWER POLE
GUY WIRE ANCHOR (P) PLAT DATA
^t0
PROFESSIONAL
HYDRANT PSM SURVEYOR AND MAPPER
SURVEYORS NOTES AND REPORT:
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF 'A FLORIDA LICENSED SURVEYOR AND
FND 5/8- ' IR/
MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS.OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
(LB4942)
2. THE LAST DATE OF FIELD WORK WAS JULY 5, 2021.
0.71' E
3. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON
WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS
78
OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
�r� — OHW —
VERIFICATION.
-
4. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF
LOT 13
THIS SURVEY.
(OCCUPIED)
5. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF RECORD, AND ARE RELATIVE TO THE LINE LABELED
THEREOF.
HERON AS (BEARING BASIS). DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS
FIFE: 23.42'
6. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL .DATUM OF 1988 (NAVD'88). .
SEPTIC IN FRONT
7. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO
BEYOND 75'
REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S "VRS NOW" NETWORK AND/OR THE FLORIDA PERMANENT
REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY
STANDARDS AND SPECIFICATIONS FOR USING CPS RELATED POSITIONING AS E�11FORIIII�BY'T}IE FEDERAL GEODETIC
CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDFj$�>`', SSLON�"FO 'HORIZONTAL CONTROL
SURVEYS �%% 1 ' ' •
LEGAL DESCRIPTION FD1H in St. Lucie County a CLEARLY IIN SOME LLUSTRATE THE PRELATIONSHIP BETWEEN HIC REPRESENTATIONS APHYSIND CALOIMPROV6LS MEN j J�E tOC6'f�I IRIS '44E'DIM NSIONS
LOT 11, BLOCK 16, LAKEWOOD PARK, UNIT NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BMORE
OOB 10, SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMNTS, OVER THEIS$�tCED 0
PAGE 56, PUBLIC RECORDS OF ST. LUCIE COUNTY, Environmental Health 9. THIS PROPERTY LIES IN FLOOD -ZONE "X," ACCORDING TO FEMA FLbbD INSURANCE MAP 12111CO070J
Approved for Construction EFFECTIVE DATE FEBRUARY 16, 2021.
Site Plan A
SITE PLAN NOTES 10. REVISIONS SHOWN HEREON NOT REPR T A " SU UP . ±" UNLESS OTHERWISE NOTE$,,
Supersedes AII'Previous Site Plans fbr
k FINISHED FLOOR ELEVATION TO BE DETERMINED BY SAINT LUCIE /� ��Q STATE OF t
COUNTY HEALTH DEPARTMENT �(p.� `i ,mJ4_ RIDA
OSTDS - 7.wwv & Weli Lo
PUBLIC UTILITIES ARE NOT AVAILABLE. %)
date: ICHAEL T. 6WEN PROFES 6nbRVE
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PROJECT: 20-311
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SET MAG/D
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COUNTRY CLUB PRKWY O�
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0.34' S
0.59' E
OHW OHW
LOT 9
(OCCUPIED)
STEEL FRAME CO
SHED EL:22.88'
LEGAL DESCRIPTION
�? PROPOSED
d RESIDENCE
FFE: 23.34'
S89'38'18"(C)
377.57(C)(0
360.00(C)(P) FND MAG/D
(PSM4971)
X
SET 5/8" IR/C 360.00(C)(P)
(LB8098)
PROPOSED
500 SQ. FT.
DRAINFIELD
803 SQ. FT.
UNOBSTRUCTED
AREA
LOT 14
(VACANT)
41.33' 27xO8'
12.85' c"
CONC. 8.00'ao
O _
'ORCH 1� 1)" \
v
r\ LOT 11 0VF
(VACANT) x
N� " F-ELOT 12 (OCCUPIED) OFFE: 23.59' FFE: 23.42
SEPTIC IN FRONT SEPTIC IN FRONT
BEYOND 75' BEYOND 75'
LOT 11, BLOCK 16, LAKEWOOD PARK, UNIT NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10,
PAGE 56, PUBLIC RECORDS OF ST. LUCIE COUNTY,
SITE PLAN NOTES
PUBLIC UTILITIES ARE NOT AVAILABLE.
�0
Z
— —
GRAPHIC SCALE
30
FND 5/8" IRC
0 15 30
(LS4971)
0.14' E
(INF)
1 inch = 30 ft
SYMBOL & ABBREVIATION LEGEND:
ASPH
ASPHALT
INV
INVERT
BENCHMARK (BM)
IP
IRON PIPE
Y0Y
IR
IRON ROD
(C)
CALCULATED
LS.
LICENSED SURVYOR
¢.
CENTERLINE
IR/C
IRON ROD AND CAP
CLF
CHAIN LINK FENCE
MAG/D
MAG NAIL MAG BRAND
CONC
CONCRETE
NAIL
(D)
DEED
oM
MAILBOX
D.B.
DEED BOOK
NORTH AMERICAN
EL/ELEV. ELEVATION
NAVD88
VERTICAL DATUM OF
1988
LB
LICENSED BUSINESS
O.R.B.
OFFICIAL RECORDS BOOK
(M)
FIELD MEASURED
OHW
OVER HEAD WIRES
F.F.E.
FINISHED FLOOR
PG
PAGE
ELEVATION
FND
FOUND
PK/D
PARKER—KALON NAIL &
DISK
SQ FT.
SQUARE FEET
P.B.
PLAT BOOK
GUY WIRE ANCHOR
(P)
PLAT DATA
V
HYDRANT
PSM
PROFESSIONAL
SURVEYOR AND MAPPER
SURVEYORS NOTES AND REPORT:
ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
NO SCALE
P.U. & D.E. PUBLIC UTILITY AND
DRAINAGE EASEMENT
R
RADIUS
R/W
RIGHT—OF—WAY
PROPERTY CORNER
RIGHT—OF—WAY
CONTROL
�—
SIGN
TOPOGRAPHIC DATA
X 0.0
(SOFT SURFACE)
TOPOGRAPHIC DATA
X 0.00
(HARD SURFACE)
WV m
WATER VALVE (WV)
®
MONITORING WELL
WOOD POWER POLE
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
2. THE LAST DATE OF FIELD WORK WAS JULY 5, 2021.
3. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON
WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT—OF—WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS
OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
VERIFICATION.
4. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF
THIS SURVEY.
5. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF RECORD, AND ARE RELATIVE TO THE LINE LABELED
HERON AS (BEARING BASIS). DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.
6. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'8B)..
7. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO
REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S "VRS NOW" NETWORK AND/OR THE FLORIDA PERMANENT
REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY
STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSITIONING AS SET,FORTH BY THE FEDERAL GEODETIC
CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION�gOQf��z C �J�®���SS ONE FOR HORIZONTAL CONTROL
SURVEYS. �1 �U
B. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND-S' "l (SHOWN 'HA N EXAGGERATED TO MORE
CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN --PH' S 1"mPRuC%9'F4S, LOT LINES. THE DIMENSIONS
SHOWN SHALL CONTROL THE LOCATION, OF THE IMPRc!p'. �Q !L ft N�E �r�YAsP,oPOSITIONS.
9. THIS PROPERTY LIES IN FLOOD —ZONE "X," ACCORDIN TL F£MFoeFL00D IMAP 12111 00070J
EFFECTIVE DATE FEBRUARY 16, 2021. m �; 5556
10. REVISIONS SHOWN HERFPN DO NOT SENT X. SURVEY UQSS. ERWISE NOTED.
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DATE: 7/5/2021
PROJECT: 21-311
SHEET
1 OF 1
FLORIDA REGISTRATION #5556
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FLOORQ =� LLo E OR
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(BEARING BASIS)J /T / / �` � _ — `1 W o Q
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L6 CONC. N 0.14' E
U 21 58' N DRIVE 41.3 �7.09' 500 SQ. PROPOSED
1s;7' (EXISTING)
\� 322.84 (PROPOSED)
14.67 � DRAINFIELD FINISHED O
Q. %g ), 803 SQ. FT. PROPERJE—
ELEVFLOOR 23.34' W -j
❑ (0- 13.33' ED UNOBSTRUCTED U>
b AC PAD I I AREA s.ss' z
PROPOSED SLAB U) w-
LOT 10 r? PROPOSED co
(VACANT) M . RESIDENCE LOT 14 I w ZO
O FFE:23.34' (VACANT) CENTERLINE SWALE -AkW
O 20.0' (EXISTING) W Z
21.0' (PROPOSED) Z w
u 21.59' 41.33'J�8' 5
W x , 12.85' 11 �M w
N - CROSS SECT/ON 'C'
Q0, CONC.
8.00'
N PORCH l� \ \ >- Z
N PROP W Q
O WATER O \ 1s.9' (EXISTING)>/
LINE LOT 11 o BERM EL 22.34' 22.84' (PROPOSED) FINISHED
� L.L_ = p
Z o O FLOOR 7 Z
co (VACANT) x ELEV.= 23.3,V Z O O
B L O C K 1 G wt �o� ^ PROPERTY —LINE --sn-n'% PROPOSED SLAB >.. vJ n^
FND 5/8" IR/C -�_ V W Q ~
— (WA942 Q = 1= m z
0.34' S o� (LB4942) C (n Q U
w
OHW — — OHW — —, • �8 CENTERLINE SWALE I" U
5' rNAIN FF_ — OHW — 19.8' (EXISTING) J
21.84' (PROPOSED) Q J
LOT 9 �I LOT 12 LOT 13 m �
(OCCUPIED) � (OCCUPIED) coo (OCCUPIED) CROSS SECT/ON D' o �n
STEEL FRAME CO FFE:23.59' FFE:23.42'
SHED EL:22.88' SEPTIC IN FRONT SEPTIC IN FRONT �— O
BEYOND 75' BEYOND 75'
LL
(EXISTING) 19.8'
(PROPOSED) 19.8' 19.7' (EXISTING) DRAWN BY: FS
22.84' (PROPOSED) FINISHED DESCRIPTION CHECKED BY: MTO
FLOOR CREW: IP
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LOT 11, BLOCK 16. LAKEWOOD PARK, UNIT NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10, ELEV.= 23.34' DATE:7/5/2021
PAGE 56, PUBLIC RECORDS OF ST. LUCIE COUNTY, GRAPHIC SCALE 12,11 PROJECT:21-311
30 0 15 30 N o PROPOSED SLAB 10/1/21 ADDED FFE
„N _ _ 12/9/21 DRAINAGE
IN FEET
1 inch = 30 ft. CENTERLINE SWALE
19.6' (EXISTING) SEPTIC AREA
19.4' (PROPOSED) SHEET
. (EXISTING) 2 1 O F 1
3.25' (PROPOSED)
BENCHMARK COUNTRY CLUB PRKWY �p
SET MAG/D (70.00' PUBLIC RIGHT—OF—WAY)
2Q' WIDE ASPHALT n�
N:1164367.81' ( )
E: 850318.33:
0O•
EL: 20.18' ' T I/T[
(BEARIN
O
O
Lo
FND 1/2" IRC SET 5/8" IR/C
(LB6790) (LB8098)`
360.00(C)(P) ,O`L
v
-�o X'V 17.57(P)(C)J
t
X'� X
S89'3818" (C);)90.00'(P)(C)
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12' F o
0 PROP. ,ri
OP -ri CONC. 04
r21 58' N DRIVE 41.33' 127.09' -1
14.67`�'d I
v ❑ 13.33'
O AC PAD
LOT 10 PROPOSED
(VACANT) M RESIDENCE
FFE:24.25'
r\
v 21.59 41.33'
W X 12:85'
� �40, I CONC 8.00'co 0
PORCH 1�0
N PROP I
0 WATER }
C) LINE i
LOT 11
Z I °' (VACANT)
L 0 C K 1 16 Lo
FND 5/8" IR/C
0.34' S
0.59' E
OHW — — OHW
LOT 9 I LOT 12
(OCCUPIED) (OCCUPIED)
STEEL FRAME CO FFE:23.59'
SHED EL:22.88' I SEPTIC IN FRONT
BEYOND 75'
I
J
0
0
11x
10
' S89'38'18"(C)
377.57(C)(P))
360.00(C)(P) V FND MAG/D
x `L (PSM4971)
O `LO
M X � I o
o° I Z GRAPHICSCALE
360.00(C)(P) FND 5 8' IRC 30 0 15 30
SET 5/8" IR/C / '
(LB8098) (LS49.71) rm
0.14' E (Iran)
PROPOSED 1 inch = 90 tL
500 SQ. FT. SYMBOL & ABBREVIATION LEGEND:
DRAINFIELD ASPH ASPHALT INV INVERT
803 SQ.. FT. BENCHMARK (BM) IP IRON PIPE.
UNOBSTRUCTED. IR IRON ROD
AREA (C) CALCULATED LS LICENSED SURVYOR
CENTERLINE IR/C IRON ROD AND CAP
LOT 14 CLF CHAIN LINK -FENCE MAG MAG NAIL MAG BRAND
(VACANT) CONC CONCRETE NAIL
(D) DEED QM MAILBOX
D.B. DEED BOOK NORTH AMERICAN
EL/ELEV. ELEVATION NAVD88 VERTICAL DATUM OF
1988
LB LICENSED BUSINESS O.R.B. OFFICIAL RECORDS BOOK
\ (M) FIELD MEASURED OHW OVER HEAD WIRES
FINISHED FLOOR
F.F.E. PG PAGE
ELEVATION
FND FOUND PK/D PARKER-KALON NAIL
DISK.
SQ FT. SQUARE FEET P.B. PLAT BOOK
GUY WIRE ANCHOR (P) PLAT DATA
PROFESSIONAL
HYDRANT PSM SURVEYOR AND MAPPER
SURVEYORS NOTES AND REPORT:
N" 11 cb'F0 �1'9E2)
n 78.
OHW —
o LOT 13
(OCCUPIED)
FFE: 23.42'
SEPTIC IN FRONT
BEYOND 75'
LEGAL DESCRIPTION
LOT 11, BLOCK 16, LAKEWOOD PARK, UNIT NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 10,
PAGE 56, PUBLIC RECORDS OF ST. LUCIE COUNTY,
SITE PLAN NOTES
PUBLIC UTILITIES ARE NOT AVAILABLE.
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ST. LUCIE COUNTY, FLORIDA
VICINITY MAP
NO SCALE
P.U. & D.E. PUBLIC UTILITY AND
DRAINAGE EASEMENT
R
RADIUS
R/W
RIGHT-OF-WAY
0
PROPERTY CORNER
RIGHT-OF-WAY
CONTROL
SIGN
TOPOGRAPHIC DATA
X 0.0
(SOFT SURFACE)
TOPOGRAPHIC DATA
X 0.00
(HARD SURFACE)
WV
WATER VALVE (WV)
®
MONITORING WELL
c7a.)
WOOD POWER POLE
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR IS
PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
2. THE LAST DATE OF FIELD WORK WAS JULY 5, 2021.
3. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN HEREON
WERE. NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR EASEMENTS
OF RECORD. SUCH .INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE
VERIFICATION.
4. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A PART OF
THIS SURVEY.
5. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF RECORD, AND ARE RELATIVE TO THE LINE LABELED
HERON AS (BEARING BASIS). DISTANCES ARE IN U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.
6. ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD'88). .
7. THIS SITE WAS SURVEYED UTILIZING TRIMBLE/SPRECTRA HARDWARE TOGETHER WITH SPECTRA SURVEY PRO
REALTIME PROCESSING AND WAS BASED ON TRIMBLE'S "VRS NOW' NETWORK AND/OR THE FLORIDA PERMANENT
REFERENCE NETWORK (FPRN). THE PROCEDURES AND NETWORK%% -DESIGN 1:MEETS THE GEODETIC ACCURACY
STANDARDS AND SPECIFICATIONS FOR USING GPS RELATED POSI.TIOMNG AS SET FORTH BY THE FEDERAL GEODETIC
CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR'F' ODpR• dli �S :ONE FOR HORIZONTAL CONTROL
8. N SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYhoSH W�iihVD—,FFEN 1AGGERATED TO MORE
CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL PRD M T AND`/UR LOT LINES. THE DIMENSIONS
SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVSMENTS,' AVER SCALED POSITIONS.
9. THIS PROPERTY LIES IN FLOOD -ZONE "X," ACCOR ING gJ FEMA FLOOD INSURANCE RATE ,MAA� 12111CO070J
EFFECTIVE DATE FEBRUARY 1 2021. -=
10. REVISIONS SHOWN HEREO 0 NO RES A "FIELD Y UPDATE" UNLESS OTHEF*$t NOTED.
OF _
.. J, F4OR•ItiiA
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DRAWN BY: FS
CHECKED BY: MTO
CREW: IP
DATE: 7/5/2021
PROJECT: 20-311
SHEET
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