HomeMy WebLinkAboutSUB202100167 Plat - Revision 2022-04-21VICINITY MAP (1" = 2000') COURTESY ALBEMARLE CO CIS
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 NOS. 51003CO229D & 51003CO235D, 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. THE AREA OF TMP 56A2-01-62 IS SUBJECT TO
THE REZONING AND PROFFERS RELATED TO ZMA 2016-00005. THIS AREA IS SHOWN SPECIFICALLY ON SHEET V2 OF
THIS PLAT.
6. ONLY ONE DWELLING UNIT PER PARCEL, EXCEPT FOR AREA DESIGNATED AS "APARTMENT BLOCK".
7. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING
ORDINANCE.
8. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
9. THESE PARCELS LIE WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED.
10. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL
ON THE SUBJECT PROPERTY.
11. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE
OF ALBEMARLE COUNTY.
12. ENTRANCE CORRIDOR ZONING OVERLAY APPLIES TO TMP'S 56-57D AND 56A2-01-62. MANAGED STEEP SLOPES
OVERLAY DISTRICT APPLIES TO TMP 56-57D AS SHOWN HEREON SHEET V2.
13. ALL ACSA EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS.
14. A MINIMUM OF 6 DWELLING UNITS WILL BE REQUIRED TO BE DESIGNATED AS AFFORDABLE DWELLINGS FOR THIS PLAT
AND AFFORDABLE DWELLINGS ARE SUBJECT TO SECTION 18-16.4.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
15. ALL NEW PUBLIC RIGHTS -OF -WAY SHOWN HEREON ARE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE.
16. ALL SIGHT DISTANCE EASEMENTS SHOWN HEREON ARE DEDICATED TO PUBLIC USE AND SHALL BE KEPT CLEAR OF
VISUAL OBSTRUCTIONS, INCLUDING, BUT NOT LIMITED TO FENCES, STRUCTURES AND LANDSCAPING.
17. ALL OPEN SPACES AND PRIVATE DRAINAGE EASEMENTS SHALL BE OWNED, CONTROLLED AND MAINTAINED BY THE
FOOTHILL CROSSING COMMUNITY ASSOCIATION, EXCEPT WHERE OTHERWISE SHOWN.
18. "OPEN SPACE G" AS SHOWN HEREON HEREBY DEDICATED TO THE COUNTY OF ALBEMARLE, VIRGINIA.
19. ON SEPTEMBER 28, 2021, THE PLANNING COMMISSION APPROVED A VARIATION REQUEST WITH SUB202100060 FOR THE
THE SIDEWALKS AND PLANTING STRIPS ALONG THE PROPOSED PRIVATE STREET (SHOWN HEREON AS HUMBOLT ST),
SUBJECT TO THE FOLLOWING CONDITIONS:
19.1. DESIGN OF SIDEWALK AND PLANTING STRIPS MUST BE IN ACCORD WITH THE PROVISIONS OF SECTION 14-422, WITH
THE EXCEPTION OF THE LOCATION OF THESE ELEMENTS WHICH MAY BE LOCATED IN GENERAL ACCORD WITH THE
LAYOUT SHOWN FOR LOTS 56-65 AND LOTS 86-97, AS SHOWN ON THE PRELIMINARY PLAT TITLED "GLENBROOK
AT FOOTHILLS - PHASE III, INITIAL SITE PLAN & PRELIMINARY PLAT PREPARED BY COLLINS ENGINEERING, LAST
REVISED MAY 20, 2021.
19.2. A MAINTENANCE AGREEMENT FOR THE SIDEWALKS AND PLANTING STRIPS ASSOCIATED WITH THE PRIVATE STREET
MUST BE RECORDED WITH THE FINAL PLAT.
20. 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.
21. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM
FLOODING OR DAMAGE.
22. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA
BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE
PEDESTRIANS. THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES.
23. 6' PRIVATE SIDEWALK EASEMENTS AND PRIVATE PLANTING STRIP EASEMENTS SHOWN HEREON ARE OWNED BY THE HOA
AND ARE TO REMAIN OPEN TO PUBLIC ACCESS.
24. PRIVATE WALL EASEMENTS SHOWN HEREON ARE OWNED BY THE HOA.
25. 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.
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 56A2-1-62
THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018
AND RECORDED AT D.B. 5039 PG. 66 AND TO THE BEST OF MY KNOWLEDGE THIS
LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF TITLE TMP 56-57D
THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018
AND RECORDED AT D.B. 5039 PG. 66 AND TO THE BEST OF MY KNOWLEDGE THIS
LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF TITLE TMP 56-57B1
THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018
AND RECORDED AT D.B. 5039 PG. 75 AND TO THE BEST OF MY KNOWLEDGE THIS
LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS.
STATEMENT OF CONSENT TO DIVISION
(TMP 56-57C & 56-57D)
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND KNOWN AS TAX MAP PARCELS
56-57B1, 56A2-1-62 & 56-57D, ACCORDING TO
COUNTY RECORDS AS SHOWN DESCRIBED MATH
REFERENCES ABOVE, IS WITH THE FREE CONSENT AND
IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
GLENBROOK LLC AGENT REPRESENTATIVE
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS
ACKNOWLEDGED BEFORE ME
BY
ON BEHALF OF GLENBROOK LLC
THIS __ DAY OF __ 20_.
MY COMMISSION EXPIRES:
COUNTY APPROVAL
AREA SUMMARY
TMP 56-57D (AREAS 1 & 2) 9.722 AC
TMP 56-5781 9.314 AC
TMP 56A2-01-62 (AREAS 1 & 2) 1.890 AC
TOTAL PRIVATE LAND AREA 20.926 AC
EXISTING PUBLIC UNDEDICATED R/W 1.043 AC
TOTAL AREA TO BE SUBDIVIDED 21.968 AC
TOTAL AREA TAKEN FROM EXISTING
PUBLIC R/W 0.043 AC
TOTAL AREA DEDICATED TO NEW
PUBLIC R/W 3.623 AC
OPEN
SPACE
A
0.628
AC
OPEN
SPACE
C
0.677
AC
OPEN
SPACE
D
0.044
AC
OPEN
SPACE
E
0.085
AC
OPEN
SPACE
F
2.564
AC
OPEN
SPACE
G (GREENWAY)
2.289
AC
TOTAL
OPEN
SPACE
6.287
AC
APARTMENT BLOCK 0.935 AC
FUTURE DEVELOPMENT 2.162 AC
PRIVATE R/W (HUMBOLDT STREET) 0.181 AC
TOTAL AREA IN NEW LOTS 8.824 AC
DWELLING UNIT TABLE
TOTAL DWELLING UNITS THIS PLAT: 144
SINGLE FAMILY ATTACHED DWELLING UNITS THIS PLAT: 100
SINGLE FAMILY DETACHED DWELLING UNITS THIS PLAT: 20
MULTI -FAMILY APARTMENT UNITS THIS PLAT: 24
(INCL 6 AFFORDABLE UNITS)
100 SINGLE FAMILY ATTACHED LOTS
20 SINGLE FAMILY DETACHED LOTS
1 MULTI -FAMILY APARTMENT BLOCK
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'
AGENT FOR THE BOARD OF SUPERVISORS DATE
SHEET INDEX
V1
COVER SHEET
V2
EXISTING BOUNDARY
V3
BOUNDARY LINE ADJUSTMENT
V4
RIGHT-OF-WAY ADJUSTMENT
V5
SUBDIVISION OVERVIEW
V6
SUBDIVISION OF LOTS
V7
SUBDIVISION OF LOTS
V8
SUBDIVISION OF LOTS
V9
SUBDIVISION OF LOTS
V10
SUBDIVISION OF LOTS
V11
SUBDIVISION OF LOTS AND TABLES
V12
PRIVATE ROAD & SIGHT DISTANCE EASEMENTS
V13
UTILITY & SIGHT EASEMENTS
V14
UTILITY & SIGHT EASEMENTS
V15
UTILITY & SIGHT EASEMENTS
V16
UTILITY & SIGHT EASEMENTS
V17
UTILITY & SIGHT EASEMENTS
V18
STORM DRAINAGE EASEMENTS
V19
STORM DRAINAGE EASEMENTS
V20
STORM DRAINAGE & WALL EASEMENTS
V21
STORM DRAINAGE & ACCESS EASEMENTS
V22
STORM DRAINAGE & WALL EASEMENTS
V23
PRIVATE SIDEWALK EASEMENTS
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THESE AREAS DEDICATED
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EXISTING SANITARY SEWER LINES
SHOWN HEREON AND ALL
ASSOCIATED EASEMENTS HEREBY
ABANDONED/VACATED
100' STREAM BUFFER
108.79'
N89'51'11 "W
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7.685 AC. ./,
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MAINTENANCE EASEMENT
D.B. 4784 PG. 684
D.B. 4787 PG. 549
(HEREBY VACATED)_ /
N: 25,832.03'
E:13,931.74'
N89'59'59"E 216.08'
TMP 56A2-1-66
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D.B. 3678 PG. 232
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D.B. 4787 PG. 549
TMP 56A2-1-67B
N/F ROBERT FLANAGA
D.B. 2388 PG. 360
THIS AREA DEDICATED TO PUBLIC
R/W IN D.B. 5075 PG. 664 PARK RIDGE DRIVE
s89'52'13"E -_- (VARIABLE WIDTH PUBLIC R/W)
9
N89'51'11"W 610.09' S89'51'11"E
50' ROADWAY EASEMENT ,= /
D.B. 2592 PG. 216
\ (HEREBY VACATED) �j S
\ 20' ACSA WATER EASEMENT / /j N:25,049.37' 66¢30,
D.B. 5075 PG. 664 j �j E:13,989.37' 'F
EXISTING 20' EMERGENCY ACCESS ROAD AND (HEREBY VACATED) j ti ?4�6j,
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(D.B. 5420 PG. 586) rj7 /j7 S29'28'31"W
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ARE BEING CREATED BY THIS PLAT.
EXISTING 20' EMERGENCY ACCESS ROAD AND (INST#XXXX:XXXX)
TMP 56-57B3 =`'-
N/F STANLEY MARTIN HOMES }N N
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BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
392.28'
530.50'
4222'03"
205.59'
383.40'
N 6934'02" W
C2
396.90'
469.50'
48'26'08"
211.18'
385.18'
N 6632'00" W
C3
71.72'
530.53'
7'44'46"
35.92'
71.67'
N 44'30'34" W
C4
13.73'
469.52'
1'40'32"
6.87'
13.73'
N 41'28'27" W
C5
155.56'
295.50'
30'09'47"
79.63'
153.77'
S 61'38'42" E
C6
22.77'
13.50'
96'38'23"
15.16'
20.17'
N 28'24'24" W
C7
16.54'
13.50'
7013'00"
9.49'
15.53'
S 55*01'17" W
C8
135.85'
463.00'
16*48'42"
6&42'
135.37'
N 3752'52" E
BOUNDARY LINE TABLE
Line
Direction
Length
-1
N 40'38'11" W
152.44'
L2
N 40'38'110 W
99.87'
L3
S 8914'56" W
185.61'
L4
N 88'39'26" W
82.11'
L5
S 8914'56" W
85.89'
BICYCLE &PEDESTRIAN PATH EASEMENT
FROM "A" TO "B"
(INST#XXXX: XXXX))
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\ 9.314 AC.
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PUBLIC R/W ADJUSTMENT
-0.003
NTERIOR STREET R/W LINES HEREB
VACATED FROM POINT "A" TO "B".
\-NEW PUBLIC R/W
3.623 AC.
1 0' STREAM BUFFER SEE SUBDIVISION OF LOTS SHEETS v6-v10
FOR ALL NEW R/W CALLS
\ EXISTING 20' EMERGENCY ACCESS ROAD AND
BICYCLE & PEDESTRIAN PATH EASEMENT
(D.B. 5420 PG. 586)
TO BE VACATED UPON DEDICATION OF NEW
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EASEMENT CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C59
173.31'
613.50'
16'11'09"
87.24'
172.73'
S 82'39'30" E
C60
2.35'
1.50'
89'43'14"
1.49'
2.12'
N 60'34'28" E
C61
168.12'
629.50'
15'18'O6°
84.56'
167.62'
S 66'46'18" E
C62
2.35'
1.50'
89'43'14"
1.49
2.12'
S 14'07'03" E
C63
48.52'
613.50'
4'31'52"
24.27'
48.50'
S 5642'44" E
C64
288.49'
S85.50'
28'13'50"
147.23'
285.58'
S 68'33'44" E
C65
20.52'
13.50'
87'04'49"
12.83'
18.60'
N 53'46'S7" E
C66
15.14'
23.00'
37'43'07"
7.86'
14.87'
N 08'37'02" W
C67
9.12'
23.00'
22'43'49"
4.62'
9.06'
N 21'36'26" E
C68
23.10'
13.50'
98'03'12"
15.54
20.39'
N 38'47'04" W
C69
30.04'
S85.50'
2'56'24"
15.02'
30.04'
N 89'16'52" W
C70
22.68'
314.00'
4'08'21"
11.35'
22.68'
S 60'57'O6" E
C71
116.68'
786.00'
8'30'20"
58.45'
116.57'
S 63'08'05" E
C72
24.27'
15.00'
92'41'57"
15.72'
21.71'
N 66"15'46" E
C73
2.51'
14.00'
10'I6'17"
1.26'
2.51'
S 14'46'39" W
C74
28.41'
173.00'
924'32"
14.24'
28.38'
N 65'00'37" W
C75
5.34'
13.50'
22'39'31"
2.70'
5.30'
N 31'14'33" E
C76
22.86'
15.00'
87'18'03"
14.31'
20.71'
N 23'44'14" W
C77
120.84'
814.00'
8'30'20"
60.53'
120.73'
N 63'08'OS" W
C78
20.66'
286.00'
4'08'21"
10.34'
20.66'
N 60'S7'O6" W
C79
20.04'
85.50'
13'25'36"
10.06'
19.99'
N 89'31'47" W
C80
23.01'
134.50'
9'48'09"
11.53'
22.98'
S 8743'04" E
C81
5.74'
85.50'
3'50'53"
2.87'
S.74'
N 85'40'45" E
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Length
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8.27'
L7
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7.69'
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Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C9
379.86'
S99.50'
36'18'16"
196.55'
373.54'
N 72'35'56" W
C10
323.82'
530.50'
34'58'25"
167.13'
318.81'
N 73'15'52" W
C11
25.95'
12.50'
118'56'19"
21.19'
21.53'
N 64'45'11° E
C12
192.72'
134.50'
82'OS'46"
117.12'
176.65'
S 46'19'S5" W
C13
123.90'
85.50'
83'01'34°
75.68'
113.34'
S 42'14'31° W
C14
38.87'
214.50'
10'22'53"
19.49'
38.81'
N 05'S5'10" E
C15
13.57'
12.50'
62'12'58"
7.54'
12.92'
S 19'59'52" E
C16
263.91'
469.50'
32'12'23"
135.54'
260.45'
N 67'12'32" W
C17
19.83'
12.50'
90'S4'05"
12.70'
17.82'
S 51'14'14" W
C18
51.79'
973.00'
3'02'59"
25.90'
51.79'
S 04'15'42" W
C19
49.55'
1027.00'
245'52°
24.78'
49.54'
S 04'07'08" W
C20
21.00'
12.50'
96'15'07"
13.94'
18.62'
N 42'37'30" W
C21
68.21'
515.00'
7'35'19"
34.16'
68.16'
N 81'41'S3" W
C22
84.47'
1015.00'
446'05"
42.26'
84.44'
N 75'31'11" W
C23
55.61'
315.00'
10'O6'51`
27.88'
55.53'
N 68'04'42" W
C24
50.31'
285.00'
10'O6'51"
25.22'
50.24'
N 68'04'42" W
C25
81.97'
985.00'
4'46'OS"
41.01'
81.95'
N 75'31'11" W
C26
63.31'
485.00'
728'45°
31.70'
63.26'
N 81'38'36" W
C27
208.70'
519.50'
23'01'04"
105.78'
207.30'
S 6236'53" E
C28
45.15'
580.50'
4'27'23°
22.59'
45.14'
S 87'38'31" E
C29
16.29'
12.50'
74'40'23"
9.54'
15.16'
S 57'14'59" W
C30
96.58'
473.00'
11'41'S7"
48.46'
96.41'
S 14'03'49" W
C31
20.47'
12.50'
93'50'49"
13.37'
18.26'
N 62'59'23" E
C32
35.38'
527.00'
3'50'49°
17.70'
35.38'
S 17'59'23" W
C33
21.28'
12.50'
97'32'00"
14.26'
18.80'
N 28'51'13" W
C34
268.63'
S80.50'
26'30'52"
136.77'
266.24'
S 64'21'47" E
C35
45.62'
173.00'
15'O6'36"
22.94'
45.49'
S 62'31'55" E
C36
86.38'
427.00'
11'35'24`
43.34'
86.23'
N 60'46'19" W
C37
75.45'
373.00'
11'35'24"
37.86'
75.32'
N 60'46'19" W
C38
59.86'
227.00'
15'O6'36°
30.11'
59.69'
S 62'31'S5" E
BOUNDARY CURVE TABLE
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