HomeMy Public PortalAboutCEDARWOOD DR_115-AB.pdfMARK KEATON dba CHATHAM SURVEYING SERVICES
912-507-8200
SAVANNAH, GEORGIA 31410
120 SAINT ANDREWS WAY
CHATHAMSS@AOL.COM
DRIVEWAY
WHITE ROCK
11" PALM
N
3
2
Ā
4
7
'
5
4
'
'
E
E
VI
RD
DOO
WNER
W
7.94
26" LIVE OAK
12" PALM
21" OAK
11" PALM
PALMETTO
14" PINE
16" PINE
15" PINE
32" LIVE OAK
13" PALM
5.42
5.64
5.65
5.73
5.73
5.66
5.63
1/2" IRON
RPD FOUND
AL
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PORCH
RESIDENCE
TWO STORY
WOODEN FRAME
NOW OR FORMERLY
SMB 29-S PAGE 37
SMB 29-S PAGE 37
LOT 2
BONDIA, LLC
4-0002-18-018
160.90'
6' WOODEN
FENCE
LOT 3
N 82Ā20'00'' W
OH
P
SCREENED
24
'
APPROXIMATE
LOCATION OF
ALUMINUM SHED
9" CEDAR
11" PALM
PALMETTO
12" PINE
13" PALM
TWIN LIVE OAK 5" 7"
12" PALM
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X X X X X X
8.11
X X X X X X
X
X
X
18" PALM
29" LIVE OAK
35" LIVE OAK
34" LIVE OAK
11" PALM
26" LIVE OAK
24" LIVE OAK
5.57
5.06
5.63
5.38
5.34
5.40
4.62
5.17
5.28
4.16
4.76
5.05
3.74
5.35
5.61
5.81
5.93
5.82
5.66
5.72
15" PALM
6.52
6.46
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WMLAP
SANDALWOOD CT
CEDARWO
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1
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NO REFERENCE AVAILABLE
4-0002-18-002
CITY OF TYBEE ISLAND
HENRY MORGAN PARK
NOW OR FORMERLY
RIGHT-OF-WAY
UN-OPENED
BAYWOOD DRIVE
OP
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H
HENRY MORGAN PARK
PART OF
S
4
7
Ā
3
0
'
1
7
'
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E
OH
P
OH
P
3/4" IRON
PIPE FOUND
BASE OF CRUMBLED
IRON PIPE FOUND
APPEARS TO BE
10" CONCRETE
PIPE
(SURCHARGED)
63
.
9
5
'
S 82Ā20'00'' E
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
PRB 27-P PAGE 26
4-0002-18-012
ALAN AND PAMELA DUNCAN
PRB 27-P PAGE 26
LOT 4
NOW OR FORMERLY
SINGLE STORY
BLOCK AND FRAME
RESIDENCE
6X6 CONC. POSTS
ROPE FENCE
OH
P
VICINITY MAP
PROJECT
SITE
NOT TO SCALE
3.49
5.43
X
X
X
X
X
X
RUBBER
TOPPED
WALKING
PATH
12" PALM
X
X
X
X
X
X
X
X
X
X
X
X
X
MA
G
N
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T
I
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PR
B
2
7
-
P
P
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2
6
11" PALM
11" PALM
11" PALM
11" PALM
12" PALM12" PALM
CE
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W
O
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RI
G
H
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-
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F
-
W
A
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V
A
R
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S
8.97
9.37
58" LIVE OAK
8.44
8.93
9.03
9.10
9.35
9.43
9.12
9.52
10.23
9.98
14" PALM
18" OAK
EDGE OF ASPHALT
S
0
7
Ā
4
0
'
0
0
'
'
W
84
.
0
0
'
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHP
OHP
OHP
OHP
OH
P
OH
P
SANITARY MH
FRAME 9.00
FRAME 8.78
SANITARY MH
1/2" IRON
ROD FOUND
(NO CURBING)
22'
22'
10
'
UTILITY POLE
AND OVEHEAD
POWER LINES
OHP
TWO STORY
BRICK AND FRAME
RESIDENCE
8.33
8.78
8.73
8.55
8.82
9.07
9.02
8.67
9.71
9.90
10.08
10.03
9.61
9.44
10.28
9.78
7.44
8.95
8.84
8.44
8.257.84
7.77 8.24
32" LIVE OAK
8.48
8.46
7.49
7.33
7.14
CANNOT BE ALTERED IN ANY FASHION WITHOUT WRITTEN EXPRESSED PERMISSION BY
PLAT IN WRITING BY THE SURVEYOR TO ANY SUCH ENTITIES. THIS PLAT OR MAP
TO ANY OTHER ENTITIES WITHOUT AN EXPRESS RECERTIFICATION OF THIS MAP OR
OR IMPLIED CERTIFICATION OF THE FACTS SHOWN ON THIS PLAT OR MAP EXTEND
THIS SURVEY IS PREPARED FOR THE ENTITY (ENTITIES) LISTED ABOVE. NO REAL
51.87'
THE SURVEYOR.
PARKING EASEMENT
PRB 27-P PAGE 26
SIGN
PARKING FOR
25 & 29
OFFICER'S ROW
WHITE ROCK
DRIVEWAY
1/2" IRON
ROD FOUND
PARKING PAD
PAVER
0510 20100
SCALE 1"=10'
BENCHMARK
ELEV = 8.45 (NAVD 1988)
MAG NAIL AT EDGE OF PAVING7.34
8.35
8.45
14" PALM
8.63
8.70
BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS
IN GEORGIA AS SET FORTH IN THE RULES AND REGULATIONS OF THE GEORGIA
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS FOR PROPERTY STANDARDS
FURTHERMORE, THE UNDERSIGNED LAND SURVEYOR CERTIFIES THAT THIS PLAT
REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF THE LAND.
AVAILABILITY OF PERMITS, COMPLIANCE WITH LOCAL REGULATIONS OR
OF THIS PLAT DOES NOT IMPLY APPROVAL OF ANY LOCAL JURISDICTION,
WHICH CREATED THE PARCEL OR PARCELS ARE STATED HEREON. RECORDATION
INFORMATION OF THE DOCUMENTS, MAPS, PLATS, OR OTHER INSTRUMENTS
OF LAND AND DOES NOT SUBDIVIDE OR CREATE A NEW PARCEL OR MAKE
ANY CHANGES TO ANY REAL PROPERTY BOUNDARIES. THE RECORDING
THIS PLAT IS A RETRACEMENT OF AN EXISTING PARCEL OR PARCELS
AND AS SET FORTH IN O.C.G.A. SECTION 15-6-67.
SURVEYOR'S CERTIFICATION
M.
S
No. 002743
S
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JAMES M. KEATON
Ga. Reg. No. 002743
TA
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THIS SPACE RESERVED FOR THE
CLERK OF SUPERIOR COURT
FEBRUARY 18-19, 2023
ORIGINAL SURVEY:
SEPTEMBER 25 - SEPTEMBER 30, 2020
CURRENT AS-BUILT SURVEY:
8.38
8.47
6.96
6.38
5.94 5.82
6.16
6.33
6.56
6.80
6.67
6.93 6.97
7.01
8.51
8.30
8.45
8.26
8.38
7.82
7.54
7.23
6.926.81
6.63
8.31
8.078.20
8.14 8.50
8.30
8.06
7.416.866.69
6.45
6.53 7.28
7.65
7.52
6.956.51
6.08
8.00
7.68
7.83
8.31
7.29
7.06
7.07
6.90
6.30
6.35
6.36
8.38
8.47
6.96
6.38
5.94 5.82
6.16
6.33
6.56
6.80
6.67
6.93 6.97
7.01
8.51
8.30
8.45
8.26
8.38
7.82
7.54
7.23
6.926.81
6.63
8.31
8.078.20
8.14 8.50
8.30
8.06
7.416.866.69
6.45
6.53 7.28
7.65
7.52
6.956.51
6.08
8.00
7.68
7.83
8.31
7.29
7.06
7.07
6.90
6.30
6.35
6.36
8.30
8.32
8.31
8.488.60
8.38
8.15
7.91
7.878.23
8.18 7.87
8.13
8.34
8.38
8.61
8.58 8.47
7.72
7.387.437.41
7.51
7.42
6.96
6.38
5.94 5.82
6.16
6.33
6.56
6.80
7.87
7.82
7.94
7.83
7.817.667.43
7.42
7.00
6.41
6.67 6.71
6.67
6.93 6.97
7.01
7.35
7.78
8.51
8.30
8.45
8.31
8.26
8.38
7.82
7.54
7.23
6.926.81
6.63
8.46
8.31
8.078.20
8.14 8.50
7.96 7.87
8.30
7.917.777.45
8.06
7.41
6.93
6.866.69
6.45
6.53 7.28
7.69
7.79 7.65 7.69
7.52
6.956.51
6.08
8.00
7.117.026.756.51
6.216.06
5.97
6.09
6.22 6.44
6.63 6.84 7.10
7.68
7.83
8.31
8.06
7.717.38
7.45
7.53
7.29
7.06
7.07
6.90
6.18
6.00
6.05 6.34
6.38 6.80
7.23 7.68
7.91
7.70
7.547.23
6.56
6.40
6.19
5.93
5.43
5.46
5.37
6.30
6.35
6.36
FEBRUARY 22, 2023
AS-BUILT SURVEY PLAT DATE:
PLAT NOTES:
REFERENCES:
NOTE:
1. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS.
2. CURRENT PROPERTY IDENTIFICATION NUMBER: 40002 18011.
3. THIS SURVEY IS BASED ON A CLOSED TRAVERSE WITH A RAW CLOSURE OF 1/52,198 AND 5" PER ANGLE POINT
AND WAS NOT ADJUSTED.
4. THE SHOWN BOUNDARY HAS A CLOSURE RATIO OF 1/83,702. THE TOTAL LOT AREA IS 0.3015 ACRE (13,133 S.F.).
5. BOUNDARY INFORMATION IS FROM THE ABOVE REFERENCED SUBDIVISION PLAT AND FOUND MONUMENTS.
6. PROPERTY LINE BEARINGS ARE REFERENCED TO THE SAME ABOVE REFERENCED PLAT.
7. ELEVATIONS ARE NAVD 1988.
8. SAID VERTICAL DATUM WAS ESTABLISHED VIA GPS REFERENCED TO THE eGPS VRS NETWORK.
9. EQUIPMENT USED WAS A GEOMAX ZOOM 90 5" ROBOTIC TOTAL STATION AND A GEOMAX ZENITH PRO 35 GPS RECEIVER..
10. AS PER FLOOD INSURANCE RATE MAP NUMBER 13051C0213 G, INDEX DATED AUGUST 18, 2018, THIS PROPERTY LIES WITHIN
ZONE AE, BASE FLOOD ELEVATIONS 9.0.
11. AS PER THE ABOVE REFERENCED F.I.R.M. THIS PROPERTY DOES NOT LIE WITHIN A LIMIT OF MODERATE WAVE ACTION.
12. ALL SHOWN FEATURES HAVE BEEN LOCATED VIA INSTRUMENT SURVEY. GPS WAS USED ONLY TO ESTABLISH THE
BENCHMARK ELEVATION.
13. AS PER THE ZONING ADMINISTRATOR OF TYBEE ISLAND, THIS PROPERTY IS ZONED R-1. ZONING MUST BE CONFIRMED
THE CITY OF TYBEE ISLAND.
14. THIS SURVEY WAS PERFORMED WITHOUT THE BENIFIT OF A TITLE COMMITTMENT. THIS PROPERTY IS SUBJECT TO ANY
EASEMENTS, SETBACKS, OR RESTRICTIONS THAT MIGHT EXIST.
15. THE SHOWN FRONT SETBACK IS AS SHOWN ON THE ABOVE REFERENCED SUBDIVISION PLAT. THE SIDE AND REAR
SETBACKS WERE PROVIDED BY THE ZONING ADMINISTRATOR OF TYBEE ISLAND.
16. THIS LOT IS SERVED BY THE CITY OF TYBEE ISLAND WATER AND SANITARY SEWER.
THIS SURVEY COVERS ONLY MATTERS DISCLOSED ON THE BELOW REFERENCED PLAT. IT DOES NOT ADDRESS ANY
RIGHTS THAT MAY EXIST FOR PARKING ALONG CEDARWOOD DRIVE OR ANY OTHER MATTERS THAT MIGHT BE REVEALED
BY A FORMAL TITLE SEARCH, OTHER THAN THE SHOWN PARKING EASEMENT (DB 262-O PAGE 200).
1. PLAT TITLED "RECOMBINATION OF LOTS 3 & 4, OF A SUBDIVISION OF PARCELS 1 & 2, OF A RECOMBINATION
OF PORTIONS OF LOTS 1, 2, & 3, BLOCK 14, LOT 2, BLOCK 28, ELMWOOD AVENUUE, BAY WARD, BUCKLEY PARK PLACE
AND ALL OF LOT 1, BLOCK 15, FORT SCREVEN WARD, TYBEE ISLAND, GA" BY BERT B. BARRETT, JR. DATED
JANUARY 20, 2003 AND RECORDED IN PLAT RECORD BOOK 27-P PAGE 26 IN THE OFFICE OF THE CLERK OF
SUPERIOR COURT OF CHATHAM COUNTY, GEORGIA.
2. DEED BOOK 1417 PAGE 11.
3. DEED BOOK 262-O PAGE 200.
TOPOGRAPHIC AS-BUILT SURVEY OF FINISHED CONSTRUCTION ON
LOT 3 OF A RECOMBINATION OF LOTS 3 & 4, OF A
SUBDIVISION OF PARCELS 1 & 2, OF A RECOMBINATION OF
PORTIONS OF LOTS 1, 2, & 3, BLOCK 14, LOT 2, BLOCK 28,
ELMWOOD AVENUE, BAYWOOD, BUCKLEY PARK PLACE, AND ALL OF
LOT 1, BLOCK 15, FORT SCREVEN WARD, TYBEE ISLAND, GEORGIA
5th G. M. DISTRICT, BRADLEY POINT
CURRENTLT KNOWN AS 115 CEDARWOOD DRIVE
CITY OF TYBEE ISLAND, CHATHAM COUNTY, GEORGIA
PREPARED FOR
DR. SUSAN SCHABERG
5.51
5.25
5.08
7
77
7
7
7
7
7
7
7
8
8
8
8
8
8
8
8
8
8
8
8
9
9
9
9
9
9
9
6
6
6 6
6
6
6
9
9
5/8" IRON
ROD FOUND
DISAGREES 2.54
AS SHOWN
PARKING EASEMENT
DB 262-O PG 200
HVAC ON
PLATFORM
ELEC
METER
IRRIGATION
VALVE
CLEAN OUT
CLEAN
OUT
GUY
ANCHOR
WATER
METER
TOP OF SWALE
TOP OF SWALE
DRAINAGE SWALE
DR
A
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N
A
G
E
S
W
A
L
E
DR
A
I
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A
G
E
S
W
A
L
E
TOE OF
S
L
O
P
E
ROPE FENCE
4X4 POSTS
1/2" IRON
ROD FOUND
TWO STORY WOODEN FRAME
RESIDENCE ON PIERS OVER
CONCRETE PARKING AND STORAGE
GROUND FLOOR SLAB 8.3'
LOWEST SUPPORTING MEMBER 16.4'
FINISHED FLOOR 17.7'
ROOF HEIGHT 34.3' ABOVE THE
AVERAGE ADJACENT GRADE
OPEN
GROUND
FLOOR
CONCRETE
PATIO
2ND FLOOR
COVERED DECK
OPEN
GROUND
FLOOR
CONCRETE
PATIO
20
'
B
U
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G
S
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T
B
A
C
K
20
'
B
U
I
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G
S
E
T
B
A
C
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10' BUILDING SETBACK
10'
B
U
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D
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G
S
E
T
B
A
C
K
ROOF LINE
RO
O
F
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RO
O
F
L
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N
E
ROOF LINE
ST
E
P
S
LA
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P
S
GR
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GR
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LANDSCAPE BED
LANDSCAPE BED
G R A S S E D
G R A S S E D
SHE
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TOP OF SLOPE
TO
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