HomeMy WebLinkAboutSUB202200152 Plat - Revision 2022-11-04NOTES:
1. THIS STORMWATER MANAGEMENT AND ACCESS EASEMENT PLAT WAS
BASED ON A CURRENT FIELD RUN SURVEY OF LOT 9. THE BOUNDARY
INFORMATION SHOWN HEREON WAS TAKEN FROM A PLAT PREPARED BY
COMMONWEALTH LAND SURVEYING, LLC ENTITLED "SUBDIVISION AND
BOUNDARY LINE ADJUSTMENT - LOTS 1, 2, 3, 4 AND TMP 94-15 - THE
PRESERVE AT GLENMORE," DATED OCTOBER 18, 2012, LAST REVISED
DECEMBER 26, 2012, AND IS RECORDED IN DEED BOOK 4293 AT PAGES
280-284.
2. NO TITLE REPORT FURNISHED IN THE PREPARATION OF THIS PLAT. THUS
EASEMENTS AND ENCROACHMENTS MAY EXIST THAT ARE OTHERWISE
UNKNOWN.
3. THE ZONING OF THE SUBJECT PROPERTIES IS RURAL AREA (RA). FRONT:
75' (PUBLIC ROAD)/25' (INTERNAL PUBLIC/PRIVATE ROAD), SIDES: 25',
REAR: 35'.
4. THE SUBJECT PROPERTY SHOWN HEREON IS LOCATED IN THEMIDDLE
RIVANNA RIVER WATER SUPPLY WATERSHED.
5. THE SUBJECT PROPERTY SHOWN HEREON IS NOT LOCATED IN AN
AGRIGULTURAL - FORESTAL DISTRICT.
6. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR
ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND
WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION OR THE COUNTY OF ALBEMARLE.
7. THE SUBJECT PROPERTY SHOWN HEREON APPEARS TO BE SITUATED IN
AN AREA OF MINIMAL FLOOD HAZARD ZONE X (UNSHADED) PER FIRM
PANEL 51003CO475D WITH AN EFFECTIVE DATE OF FEBRUARY4, 2005.
8. COMMONWEALTH LAND SURVEYING, LLC HAS NO KNOWLEDGE OF ANY
CEMETERIES OR GRAVE SITES ON THE SUBJECT PROPERTY.
9. THE LOCATIONS OF LIMESTONE CREEK, THE STREAM BUFFERS, AND THE
FLOODPLAIN SHOWN HEREON WERE TAKEN FROM ALBEMARLE COUNTY
GIS DATA.
10. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN
ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION
ORDINANCE.
11. UNLESS NOTED OTHERWISE, IRON RODS ARE TO BE SET AT ALL
CORNERS.
12. THE NEW 20' PUBLIC STORM DRAINAGE EASEMENT, NEW VARIABLE
WIDTH PUBLIC STORMWATER MANAGEMENT FACILITY AND ACCESS
EASEMENT IS HEREBY DEDICATED TO PUBLIC USE.
LEGEND
CMP
CORRUGATED METAL PIPE
DI
DROP INLET
GTP
GATE POST
HDPE
HIGH DENSITY POLYETHYLENE
IF
IRON ROD FOUND
IS
IRON ROD SET
SDMH
STORM DRAIN MANHOLE
OWNER INFORMATION:
PID 093A5-K2-OA-00900
MICHEL E. SANSOVICH, III AND
MARY KATHERINE SANSOVICH
THE PRESERVE AT GLENMORE
LOT 9
6500 BURDEN LANE
BATON ROUGE LOUISIANA, 70808
DB 4477 PG 474
DB 4293 PG 280-284 PLAT
PID 093A5-K2-OA-01100
SANSOVICH DEVELOPMENT LLC
THE PRESERVE AT GLENMORE
LOT 11
2325 GREY HERON ROAD
KESWICK, VIRGINIA22947
DB 4293 PG 280-284 PLAT
COMMONWEALTH
LAND Ae
SURVEYING, LLC
1484 GREENBRIER PLACE
CHARLOTTESVILLE, VIRGINIA 22901
PH: 434-973-0513
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COUNTY APPROVAL:
ALBEMARLE COUNTY OFFICIAL TITLE DATE
OWNERS APPROVAL:
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
STORMWATER MANAGEMENT AND ACCESS EASEMENT - LOT 9 - THE PRESERVE
AT GLENMORE, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE
DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF
ANY.
MICHEL E. SANSOVICH, III
MARY KATHERINE SANSOVICH
PID 093A5-K2-OA-00800
LOT
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NEW PUBLIC VARIABLE y°
WIDTH STORMWATER
MANAGEMENT FACILITY
AND ACCESS EASEMENT \
HEREBY GRANTED TO THECOUNTY
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STORMWATER MANAGEMENT
FACILITY AND ACCESS EASEMENT
LOT 9 AND LOT 11
THE PRESERVE AT GLENMORE
SCOTTSVILLE MAGISTERIAL DISTRICT
COUNTY OF ALBEMARLE, VIRGINIA
SCALE: 1" = 60'
DATE: SEPTEMBER 12, 2022 REVISED: NOVEMBER 2, 2022
PREPARED BY: DAJ
NOTARY PUBLIC
COUNTY OF ALBEMARLE
TO WIT:
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS DAY OF ,
AS OWNERS, PROPRIETORS AND/OR TRUSTEES.
NOTARY PUBLIC
MY COMMISSION EXPIRES:
E 800.24' ITOTAQ
OF I
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NEW 20' PUBLIC I C
STORM DRAINAGE m
FACILITY EASEMENT i X
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TO THE COUNTY '
ISEE NOTE 12
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PID 093A5-K2-OA-01000
LOT 10
PID 093A5-K2-OA-00900
LOT 9
7.024 AC
S 40036'44" W 1,037.11' (TOTAL)
PID 093A5-K2-OA-01100
LOT 11
C. 1A Al
LINE
BEARING
DISTANCE
DL1
N 40036'44" E
54.31'
DL2
N 54010'46" E
33.33'
DL3
N 24032'00" E
28.23'
DL4
S 6701V01" E
58.02'
DL5
S 49023'16" E
36.36'
DL6
S 03002'50" E
28.37'
C f:I:x.Y:31
616.82'
PST H pF
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COPY COPY z
DAVID A. JORDAN
Lic. No. 2976
11/2/2022
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144E
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PID 09400-00-00-07900
LOT5
F 0.42'
DFF LINE
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LOT
PID 09400-00-00-08100
IF LOT
0 60 120 180 \
JOB: A-93A5-K2-A-9-SWM \