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REVISION:
1. SITE PLAN FOR SEPTIC TANK REPLACEMENT:10-03-2019
2. REVISED SITEPLAN: 1 D-25-2019
3. ADDED CROWN OF ROAD ELEVATIONS & SITE BENCHMARKS
& PROPOSED DRIVEWAY: 03-31-2020
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CURVE DATA
C-1
R=25.00'
41�,=87°41'00'
L=38.26'
GRAPHIC SCALE (In Feet)
1 inch = h25
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1. LEGAL DESCRIPTION PROVIDED BY CLIENT
2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
5. THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY PROPERTY LINE, ASSUMED TO BEAR S02°02'43"E.
go FLOOD ZONE: X
COMMUNITY NUMBER:120285
PANEL:12111CO160
SUFFIX: J
BASE FLOOD ELEVATION: NAVD88
FIRM DATE: 2116/2012
L56AL- 0f5CPFTlON,'
LOT 2, BLOCK B, AVON MANOR SUBDIVISION, UNIT #1, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 17, PAGE 19, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SITE BENCHMARK #2
SET NAIL EL =20.28' ,
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SOUTH FLORIDA WATER MANAGEMENT DISTRICT
BENCHMARK' BM C-25-71983'
NAV.D.1988 ELEVATION =2326' J
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I.D.
IDENTIFICATION
LB
LICENSED BUSINESS
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NORTH AMERICAN VERTICAL DATUM
P.C.
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P.T.
POINT OF TANGENCY
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FOUND.V4' ��`il��.
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OF A FLORIDA LICENSED SURVEYOR AND MAPPER
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LOT 2, BLOCK B, AVON MANOR SUBDIVISION, UNIT #1, ACCORDING TO
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 17, PAGE 19, OF THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
FLOOD ZONE: X
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COMMUNITY NUMBER:120285
PANEL: 12111COI 60
SUFFIX:J
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1.15 sEr12'
SET12' 0.5'N S87057'17'W 110.001
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CURVE DATA
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REVISION:
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1
1. SITE PLAN FOR SEPTIC TANK REPLACEMENT: 10-03-2019
R=25.00'p=g7e41'00"
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2. REVISED SITEPLAN: 10-25-2019
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L=38.26'
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CENTERLINE
I.D.
IDENTIFICATION
LB
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N.A.V.D.
NORTH AMERICAN VERTICAL DATUM
P.C.
POINT OF CURVATURE
P.T.
POINT OF TANGENCY
PSM
PROFESSIONAL SURVEYOR MAPPER
RNV
RIGHT OF WAY
R
RADIUS
A
DELTA
FOUND5B' L
LENGTH
IRONROD
NO. I.D.
2;0 12.5' 25
FOUND 5/6'
GRAPHIC SCALE (In Feet)
IRONROD
NO. I.D.
NOrES; 1 inch = fr25
0
1. LEGAL DESCRIPTION PROVIDED BY CLIENT
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2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
FOUND 314'
Kenneth J. Osbome PSM #6415
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY
IRONPIPE
THIS SURVEY IS NOT VALID WITHOUT
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
NOLD.
THE SIGNATURE AND THE ORIGINAL RAISED SEAL
5. THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY PROPERTY LINE, ASSUMED TO BEAR S02"02'43"E. I
OF A FLORIDA LICENSED SURVEYOR AND MAPPER
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