HomeMy Public PortalAboutSECOND AV_911-2.pdfTHIS BLOCK RESERVED FOR THE CLERK OF SUPERIOR COURT
A TOPOGRPAHIC SURVEY
OF LOT 54A, WARD 3
5TH G.M. DISTRICT, TYBEE ISLAND,
CHATHAM COUNTY, GEORGIA
ADDRESS: 911 2ND AVENUE
PIN: 40006 09005
Su rveyed For: JOHN SCOTT & MELANIE S. DAVIS
LEGEND
■ CMF-CONCRETE MONUMENT FOUND
• IRF-IRON ROD FOUND
WM-WATER METER
WF-WOOD FENCE
OHP-OVERHEAD POWER
PP -POWER POLE
FF-FINISHED FLOOR
p Retor p SS9
p1�7 '91 pG
£A( TY 4 Cq(: 2
40006TRUST
09010
This plot is a retra cement of on existing
parcel or parcels of land a nd do es no t
subdivide or cre ate o new porcel or make any
changes to any real property bo undaries. the
recording informatio n of the documents, ma ps,
plo ts, or other in struments which created the
porcel or parcels are stated hereo n.
RECORDATION OF THIS PLAT DOES NOT IMPLY
APPROVAL OF ANY LOCAL JURISDICTION,
AVAILABILITY OF PERMITS, COMPLIANCE WITH
LOCAL REGULATIONS OR REQUIREMENTS, OR
SUITABILITY FOR ANY USE OR PURPOSE OF
THE LAND. Furthermore, the undersigned lan d
surveyor ce rtifie s that this pla t complies with
the minimum technical sta ndards for pro perty
surveys in georgia os set forth in the rules
and regulatio ns of the Geo rgia Board of
Registration for Professional Engineers and
Land Surveyors and as set forth in O.C.G.A.
Sectio n 15-6-67.
\
VINCENT HELMLY NO. 1882
CMF
0
IR
0
IPS
PP
IRF O
(BENT)
A�NCN(�gS 3B
40006 q('
09071 C
tOr
P IN �4N Wi55l
400064/,.,44/. 3
004
NOTES:
✓U(Or S3
p,N 0006 ea.(
S>>?0 44 09 006
ftiolow
1x
1•
0.109 AC
4,743 SF
911 2ND AVE
PIN: 40006 09005
1. ACCORDING TO F. I. R. M. MAP NUMBER 13051CO213G,
EFFECTIVE DATE 8/16/2018, THE PARCEL SHOWN
HEREON LIES IN ZONE ZONE AE, A SPECIAL FLOOD
HAZARD AREA, BASE FLOOD ELEVATION: 9', NAVD 88.
2. THIS PROPERTY IS CURRENTLY ZONED R-2 .
3. THE HORIZONTAL DATUM IS BASED ON GRID NORTH,
GEORGIA STATE PLANE, EAST ZONE, NAD 83.
4. ALL ELEVATIONS ARE BASED ON NAVD 1988 DATUM.
0'
10'
20'
30'
SCALE: 1"=10'
IRF
Vincent Helmly
129—A BURTON ROAD
SA VANNAH, GEORGIA 31405
(912) 429-9395
FIELD SU RVEY DA TE : 9/8/2023
DA TE : 9/30/2023 JOB No . 22-153
REFERENCES:
1. DB 1679. PAGE 540
ERROR OF CLOSURE:
FIELD: 1/31,519
ANGULAR ERROR OF 2" PER
ANGLE POINT AND ADJUSTED
BY COMPASS METHOD
PLAT CLOSURE 1/INFINITY
EQUIPMENT: TOP ON GTS236W
TOTAL STATION; SINGLE PRISM
N: 730528.94
E: 1065212 .88
i fro
WM
W
IRF
IPS
_8 —
\O)
VICINITY MAP
<gb N.T.S .
cb•
O
�
Q.
0
0
BENCHMARK
MAG NAIL IN ASPHALT
ELEV .= 8.18' (NAVD 1988)