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LOCATION MAP
(NOT TO SCALE)
SHEET LEGEND
SHEET 1- COVER SHEET
SHEET 2- PLAN SHEET - TOPOGRAPHIC DATA
SHEET 3- PROPOSED BUILDING DETAIL
ABBREVIATIONS
CL
CENTERLINE
EL.
ELEVATION
FFE
FINISHED FLOOR ELEVATION
FND.
FOUND
FPL
FLORIDA POWER & LIGHT
IR _
IRON ROD
NO.
NUMBER
O.R.B.
OFFICIAL RECORDS BOOK
P.L.S.
PROFESSIONAL LAND SURVEYOR
RAW
RIGHT OF WAY
S.F.
SQUARE FEET
TOB
TOP OF BANK
-WL-
PROPOSED WATER LINE
-SAN- PROPOSED SANITARY LINE
LEGAL 22ESCRI107/ON
THE EAST 1/2 OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NE 1/4, LESS THE EAST 33 FEET,
AND LESS THE NORTH 15 FEET FOR ROAD RIGHT-OF-WAY, AND LESS THE SOUTH 130 FEET OF THE
WEST 330 FEET OF THE EAST 1023 FEET, OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE
NORTHEAST 1/4 OF SECTION 16, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY,
FLORIDA.
PARCEL ID: 3416-113-0000-000/3
SURI/EYOR'S NOTES
BEARINGS AS SHOWN HEREON ARE BASED ON STATE PLANE COORDINATES, NORTH AMERICAN DATUM OF
1983 (N.A.D. 83), FLORIDA EAST ZONE, REFERENCE A BEARING OF N89"57'23"E ALONG THE NORTH LINE OF
SECTION 16,TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA.
2. ELEVATIONS AS SHOWN HEREON REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88),
REFERENCE NATIONAL GEODETIC SURVEY (NGS) BENCHMARK "Y 403", ELEVATION = 13.45 FEET. ELEVATIONS
AS SHOWN HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL_ ACCURACY OF 0.10 FEET.
3. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR UNLESS DIGITALLY SIGNED.
4. THIS PROPERTY IS LOCATED IN FEDERAL FLOOD ZONE X, REFERENCE FEMA MAP COMMUNITY NO. 120285,
PANEL 0277, SUFFIX K, EFFECTIVE DATE FEBRUARY 19, 2020. NO SEARCH FOR MAP MODIFICATIONS HAS
BEEN DONE BY THIS SURVEYOR.
5. THIS IS NOT A BOUNDARY SURVEY.
6. THE PROPERTY, EASEMENT AND RIGHT OF WAY LINES AS SHOWN HEREON REFERENCE A SURVEY PERFORMED
BY LBFH, INC., REFERENCE JOB NO. 01-0172, DATED OF 04/04/07.
7. THERE ARE ADDITIONAL IMPROVEMENTS ON THIS PROPERTY NOT LOCATED BY THIS SURVEY.
8. THE PURPOSE OF THIS SURVEY IS TO LOCATE AND IDENTIFY THE EXISTING BUILDING, POND, GENERAL
TOPOGRAPHY. AND TO LOCATE AND IDENTIFY THE LOCATION OF THE PROPOSED FEATURES ON THE
PROPERTY.
9. ROADWAY ELEVATIONS AS SHOWN HEREON WERE OBTAINED FROM A SURVEY CARRIED OUT BY LBFH, INC AND
WERE CONVERTED FROM NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) BY SUBTRACTING 1.50 FEET
FROM THE ELEVATIONS.
MIN. SETBACK REQ. SURI/EYORS CERT/FICATE
FRONT 00
1 HEREBY CERTIFY THAT THE "SPECIFIC PURPOSE SURVEY" AS SHOWN HEREON IS A TRUE AND
SIDES CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE ON
CNR SIDESJULY 30, 2020 AND SAID "SPECIFIC PURPOSE SURVEY" IS TRUE AND ACCURATE TO THE BEST
REAR OF, MY KNOWLEDGE AND BELIEF. IT IS FURTHER CERTIFIED THAT THIS "SPECIFIC PURPOSE
SURVEY" COMPLIES WITH THE STANDARDS OF PRACTICE FOR "SPECIFIC PURPOSE SURVEY" SET
�1
FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER
5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
DECEIVED BETSY LINDSAY, INC. 7,
SURVEYING AND MAPPING
JAN 14 1011
Permitting Department
St. Lucie County ;
ELIZA A. LINDSAY, P.L.S. NOT' VALID WITHOUT THE SIGNATURE
FLORIDA REGISTRATION NO. 4724 AND ORIGINAL. RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER
UNLESS DIGITALLY SIGNED
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DATE
REVISIONS
10/15/20
ADD PROPOSED FPL
EASEMENT
1/5/2021
EDIT PROPOSED BUILDING
1/13/2021
ADD ROAD ELEVATIONS
DATE 07/.30/2020
SCALE AS SHAY /
FIELD BK. F' /9
DRAWN BY MACR.
CHECKED BY E.A.L.
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SHEET NO.
1
OF S SHEETS
PROJECT NO.
20-45
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M I CENTERLINE_OF_SAEGER._.A . UE
Lo �- E1`l FND. 5/8" IR & CAP
(SURVEY BY OTHERS) "LB 959"
40' 0.21' S. o
15 1 N89'57'23"E N
EDGE OF PAVEMENT ���� ���� _ 470.28�
(SURVEY BY OTHERS)`%, `___" SAEGER AVE
(REFERENCE BEARING)
— ——N87J7'23"'E
FND. 5/8" IR &CAP �� ^? �+ �+ �+ PROPOSED ±375'
/ �° UNPLATTED LANDS �� WATER LINE o N
"LB 959"
SECTION 16 ALONG WEST EDGE � N. LINE OF CENTERLINE OF
TOWNSHIP S�, OF PROPOSED 10 � z SAEGER AVENUE
RANGE 40 E. 10 FPL EASEMENT SECTION 16
FIELD LOCATED 100' EX. 60'x100'
POINT WITH co BUILDING
N CD
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ELEVATION FFE=11.08' 30' ACCESS, EGRESS,
(TYPICAL) PROPOSED 2 STORY RESIDENCE— PROPOSED DRAINAGE, IRRIGATION
FFE=11.00' 10' FPL & UTILITY EASEMENT
TEMPORARY SEE DETAIL SHEET 3, OF 31: EASEMENT O.R.B. 2225, PAGE 766
BENCHMARK �+ ,+ ,_l+ %+
N.W. CORNER OF No
CONCRETE EXISTING WELL _ r" L o N
TRANSFORMER PAD 1�
ELEVATION=9.65' Z �� 03.99/ + 131.11' O0 � UNPLATTED
0
�_ 75.00'� 294.87'\ 109 99' LANDS
W E
RADIUS �� 95.38'
O0 POND 304.2699.0611 92 56'
294.01'
66' 313.- _ _1- S
UNPLATTED �o _-- 34.59
LANDS L _-- 82.54
�o \ PROPOSED 20'x57' 50 0 50 100
1 1ti ok., o UNOBSTRUCTED AREA '(1140 S.F.)
E. LINE OF PROPOSED f43' - N � ��, I
THE N.E.�� SANITARY LINES �_ + PROPOSED 12'x48' DRAINFIELD
1 /4 OF (576 S.F.) SEE DETAIL SHEET 3 OF 3 SCAJ E: 1" =100'
SECTION 16
�lb� S89'55'06"W �a
...
FND. 5/8" IR , 0 180.00 FND. 5/8" IR
NO ID p LA
+�A +�� 0.10' E. -i o � UNPLATTED
LANDS (NO
N 9'IDN 0.21' E.
m
PROPERTY)
CORNER NOT
FOUND
S89'55'06"W
291.76'
FND. 5/8" IR CAP
"PSM 791"
0.12' N.
S. LINE OF THE N. 1/2
OF THE N. 1 /2 OF THE
N.E. 1/4 OF SECTION 16
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DATE
REVISIONS
10/15/20
EEAASEMENNTT� FPL
1/5/2021
EDIT PROPOSED BUILDING
1/1J/2021
ADO ROAD ELEVATIONS
DATE 07/30/2020
SCALE r/ /00
FIELD BK. ff If
DRAWN BY O.B.ACR
CHECKED BY E.A.L.
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SHEET NO.
2
OF a3
SHEETS
PROJECT NO.
20-45
1
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90
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L 1.3'
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26.5
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12.0, °
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LA 2.5'
91 '
CAPROPOSED 4�- 4.5
2 - STORY
PORCH CA
7593 SQ.FT. BUILDING 2 0, , o
PROPOSED FIFE = 11.0' -
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6 0' PORCH
pD_ 10.3' 8.8'
9.8' 7.0' CO
12.0' 6.0N 113 o
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� 23.0'
PROPOSED 12'x48'
------- -- DRAINFIELD (576 S.F.)
-------------"57.0
Z 48.0' N o I PROPOSED 20'x57'
o N UNOBSTRUCTED
ZCD o 48.0 AREA (1140 S.F.)
57.0'------------
_ - - - - - - - -
PROPOSED BUILDING & SEPTIC DETAIL
SCALE 1 " = 20'
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DATE
REVISIONS
10/15/20
ADDDPPROTOSED FPL
1/5/2021
EDIT PROPOSED BUILDING
1/13/2021
ADD ROAD ELEVATIONS
DATE 071YO12020
SCALE / "=20
FIELD BK. AP 19
DRAWN BY O.B./GR.
CHECKED BY E.A.L.
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'SHEET NO.
3
OF 3
SHEETS
PROJECT NO.
20-45