HomeMy WebLinkAboutSUB202300071 Plat - Other (not approved) Final Plat 2023-08-17VICINITY MAP (1" = 2000') COURTESY ALBEMARLE CO GIS
SURVEYOR'S STATEMENT
I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL
REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE
COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY
HAVE BEEN COMPLIED WITH.
STATEMENT OF TITLE TMP 56K--03-121
THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018
AND RECORDED AT D.B. 5039 PG. 66, WITH THE SUBDIVISION OF SUCH LAND
RECORDED AT INST#202200012613 AND TO THE BEST OF MY KNOWLEDGE THIS
LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF TITLE TMP 56K--03—F
THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018
AND RECORDED AT D.B. 5039 PG. 66, WITH THE SUBDIVISION OF SUCH LAND
RECORDED AT INST#202200012613 AND TO THE BEST OF MY KNOWLEDGE THIS
LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
AREA SUMMARY (BOUNDARY LINE ADJUSTMENT)
TMP 56K--03-121 APARTMENT BLOCK (LOT 121) 0.935 AC
+ PARCEL "A" 0.049 AC
ADJUSTED TMP 56K--03-121 APARTMENT BLOCK (LOT 121) 0.984 AC
TMP 56K--03-F OPEN SPACE F 4.843 AC
PARCEL "A" 0.049 AC
ADJUSTED 56K--03-F OPEN SPACE F 4.794 AC
N: 25,102.77'
E:13,125.39'
NOTES:
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY
INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON AND SAID PROPERTY MAY BE SUBJECT TO
INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED ATTORNEY.
2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT
CLERK.
3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED AS
PER THE DATE OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO
VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1.
4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100
YEAR FLOOD AS SHOWN ON FEMA MAP NO. 51003CO229D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION
HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
5. ALL PARCELS PART OF THIS SUBDIVISION ARE ZONED R6 RESIDENTIAL (CLUSTER DEVELOPMENT).
6. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
7. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
8. THESE PARCELS LIE WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED.
9. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL
ON THE SUBJECT PROPERTY.
10. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE
OF ALBEMARLE COUNTY.
11. PER CURRENT COUNTY GIS THE ENTRANCE CORRIDOR ZONING OVERLAY APPLIES TO TMP 56K--03-121.
12, A 6 DWELLING UNITS ARE DESIGNATED AS AFFORDABLE DWELLINGS FOR THIS PLAT AND AFFORDABLE DWELLINGS ARE
SUBJECT TO SECTION 18-16.4.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE (SEE TABLE).
13. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM
FLOODING OR DAMAGE.
14. IRON PINS WILL BE SET AT ALL NEW PROPERTY CORNERS.
15. SPECIAL NOTES:
a) ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY
TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S).
b) THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES
THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION.
c) THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED
ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES
NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN
THE MAIN AND THE METERS)/BUILDING(S).
d) THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING
DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
16. ALL PRIVATE SIDEWALK MAINTENANCE EASEMENTS AND PRIVATE LANDSCAPE MAINTENANCE EASEMENTS SHOWN HEREON
ARE OWNED BY THE HOA AND ARE TO REMAIN OPEN TO PUBLIC ACCESS.
17. UNLESS SPECIFICALLY DENOTED AS PUBLIC, THE STREETS AND OTHER REQUIRED IMPROVEMENTS IN THIS SUBDIVISION
ARE PRIVATE IN NATURE AND WILL NOT BE MAINTAINED BY EITHER THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR
ANY OTHER PUBLIC AGENCY. THE MAINTENANCE THEREOF IS THE MUTUAL OBLIGATION OF THE AFFECTED LOT OWNERS.
FAILURE TO MAINTAIN THE IMPROVEMENTS IN SUBSTANTIALLY THE SAME CONDITION AS ORIGINALLY APPROVED BY THE
COUNTY MAY CONSTITUTE A VIOLATION OF COUNTY ORDINANCE(S).
RECORD NORTH �
DB 5075 PG 664
115 A W (132 69') (17 24')
TMP 56A2-04--A
COMMON OPEN SPACE
N/F PARKSIDE VILLAGE
HOMEOWNERS ASSOCIATION INC
DB 3205 PG 626
NO2'44'13"E 532.99(T)
100' STREAM BUFFER
417.54' (400.30')
- EX 10' PRIVATE STORM DRAIN ESMT
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DB 5633 PG 501 \ � \ # I — —i—
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22.24' ( (39.85, 1 i
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INST#202200012613
STATEMENT OF CONSENT TO DIVISION
(TMP 56K--03-121 do 56K--03—F)
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND KNOWN AS TAX MAP PARCELS
56K--03-121 & 56K--03-F, ACCORDING TO COUNTY
RECORDS AS SHOWN DESCRIBED WITH REFERENCES
ABOVE, IS WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
GLENBROOK LE (AGENT/REPRESENTATIVE)
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS
ACKNOWLEDGED BEFORE ME
BY /�h�i�c,✓ 00.,
ON BEHALF OF GLENBROOK LLC
F�.
THIS 1DAY OF _ 201J
U
No. Zr�sl __'�------
MY COMMISSION EXPIRES: r�% _3! U q
COUNTY APPROVAL
$J' " '
AGFTT FOR THE BOARD OF SUPERVISORS DATE
�J NOTARY
PUBLIC
C) : REG. #7807103
c y' MY CEXPIRESSION '
1061ra23
............. J
FALTH
AFFORDABLE DWELLING UNITS
LOT UNIT (UPPER/LOWER)
127 LOWER
128 LOWER
129 LOWER
130 LOWER
131 LOWER
132 LOWER
TOTAL AFFORDABLE DWELLING UNITS: 6
TMP 56A2-04--35
LOT 35
N/F FELDMAN, JACOB M &
MARGARET M FELDMAN
DB 5457 PG 533
EX PRIVATE STORM
DRAIN ESMT
TMP 56K--03-121 INST#202200012613 /
APARTMENT BLOCK HATCHED EASEMENT
IS HEREBY VACATED -
(LOT 121 PER COUNTY GIS)
0.935 AC. (EXISTING)
+ 0.049 AC. (PARCEL A) I
0.984 AC. (REVISED)
N/F GLENBROOK LLC
INST#202200012613
C3
S02'44'12"W 222.16'
ANLEE ROAD
54' PUBLIC R/W
INST#202200012613
CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
21.00'
12.50'
96'15'07"
13.94'
18.62'
S 42'37'30" E
C2
49.55'
1027.00'
2'45'52"
24.78'
49.54'
S 04'07'08" W
C3
1 44.62'
1 273.12'
1 9'21'35"
22.36'
1 44.57'
S 07'24'59" W
EX V/W ACSA UTILITY ESMT C2
INST#202200012613
N: 25,635.15'
E:13,150.84'
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EASEMENT
INST#202200012613
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N:25,622.59'
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1 1 1 61 •1
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SHEET INDEX
V1 BOUNDARY LINE ADJUSTMENT & EASEMENT VACATIONS
V2 SUBDIVISION OF LOTS & EASEMENTS
V3 EASEMENTS
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INST#202200012613
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\ LOT 132 LOT 131 LOT 130 LOT 129 LOT 128
0.049 AC. 0.050 AC. 0.050 AC. 0.050 AC.
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DRAINAGE
EASEMENT DETAIL
'56'23'E 140.00'
3'56'23"W 135.49'
EASEMENT LINE TABLE
'56'23'E 140.00'
3'56'23"W 135.49'
EASEMENT LINE TABLE
EASEMENT LINE TABLE
Line
Direction
Length
Line
Direction
Length
L1
S 42'53'37" E
6.03'
L8
S 24'09'36" E
5.61'
L2
S 12'05'47" W
6.74'
L9
N 83'54'49" E
8.90'
L3
S 77'54'13" E
1.05'
L10
S 06'05'11" E
6.28'
L4
S 70'25'16" W
5.53'
L11
S 06'05'11" E
12.52'
L5
N 42'53'37" W
12.90'
L12
N 85'00'51" W
8.14'
L6
N 83'54'49" E
0.58'
L7
N 24'09'36" W
4.78'
LOT 127
0.081 A( 8
to
TMP 56A2-04--A
45'
0b5'11"W�C"'G��
LOT 126 r
0.168 AC.
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INST#202200012613
S67'42'S4"W TMP 56A2-01--35
N0310'51"E 74.17' \7.83'(TIE)
S03'10'51"24
W 71.73'
23 LOT
22
10. 050LOT 1 Ad 0. 050LOT 1 AC. 0. 05024 LOT 1 AC. 0. 0501 AC
NO1'50'43"E 138.52'
S01'50'43"W 146.59'
AREA SUMMARY (SUBDIVISION OF "APARTMENT BLOCK")
ADJUSTED TMP 56K--03-121 APARTMENT BLOCK (LOT 121) 0.984 AC
LOTS 122-132 0.902 AC
RESIDUE TMP 56--03-121 RESIDUE LOT 121 0.082 AC
1 1 1 61 •1
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SUBDIVISION TMP 56A2-04--A
COMMON OPEN SPACE
N/F PARKSIDE VILLAGE
HOMEOWNERS ASSOCIATION INC
DB 3205 PG 626
---_ NO2'44'13"E 532.99(T)
115. 45' -- 96. 08' 22.03' 22. 03' - _ 22, 03'
100' STREAM BUFFER
22.03' I-L35.56'- _
C"
LOT 132
LOT 131 LOT 130 LOT 129
LOT 128
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INST#202200012613
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-22.24 L=15.25'6.80 22.03'
22.03'
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DB 6075 PG 664
DWELLING UNIT TABLE
TOTAL DWELLING UNITS THIS PLAT:
TWO FAMILY DWELLINGS UNITS THIS PLAT:
(INCL 6 AFFORDABLE UNITS)
THE BUILDING SETBACKS ARE:
FRONT: 5' MINIMUM
18' MINIMUM FRONT LOADING GARAGE
25' MAXIMUM
SIDE: 5' MINIMUM, UNLESS THE BUILDING
SHARES A COMMON WALL,
REAR: 20' MINIMUM
MINIMUM BUILDING SEPARATION IS 10'
TMP 56A2-04--35
LOT 35
N/F FELDMAN, JACOB M &
MARGARET M FELDMAN
DB 5457 PG 533
74.07' 1 22.03' 1 22.03' 1 22.03' 1 22.03'
LEGEND
V/W VARIABLE WIDTH
35.63'
24
12
LOT 126
0.168 AC. LOT 125
LOT 124
LOT 123 LOT 122
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TMP 56A2-04--A
NO2'44'13"E 44.58'
TMP 56A2-01--35
60.07'\ % I I I I ` 32.03'(TIE)
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N89'S7 45 W26.9.60 N00"00'00"E LOT 132 LOT 131 LOT 130 LOT 129 LOT \28
15.00' 12.42' 0.253 AC. 0.049 AC. 0.050 AC. 0.050 AC. 0.050 AC.
NEW V/W PRIVATE
LANDSCAPE
MAINTENANCE ESMT
N00'02I16"E
59
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LOT 126
.0.168 AC.
7.0
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ANLEE ROAD
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INST#202200012613
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EASEMENT CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C4
21.50'
31.50'
39'06'27"
11.19'
21.09'
N 52'10'37" E
TMP 56A2-04--A I
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20.42' .
\L\\\ N00 0216 E 46.69 \ N_OOb2'16"
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LOT 126 rn oo-
LOT 127 0.168 C. r-Hool
0.081 AC.
CQ
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INST#202200012613
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EASEMENT LINE TABLE
Line
Direction
Length
L13
N 12'05'47" E
4.32'
L14
N 45'00'00" W
4.24'
L15
N 45'00'00" E
4.24'
L16
S 89'57'44" E
13.00'
L17
N 00'02'16" E
10.00'
L18
N 89'57'44" W
13.00'
L19
S 00'02'16" W
18.97'
L20
N 89'57'44" W
12.37'
L21
N 02*44'12" E
18.98'
L22
N 90'00'00" E
11.48'
TMP 56A2-01--35
Y51'U 126 04',
LOT 125 LOT 124 LOT 123 LOT 122 R
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