HomeMy WebLinkAboutSUB202000045 Plat - Revision 2020-12-08dry s w
f.P_ SITE DATA:
TAX MAP PARCEL ID z
78 05600-00-00-05783 „ p co a
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24OWNER 0 W 3 w x
STANLEY MARTIN COMPANIES, LLC C p O rn m
C'T O •Z e t 11710 PLAZA AMERICA DRIVE, SUITE 1 100 d Z $
J ���JJJ ,_r : _._._-:--T ; RESTON, VIRGINIA 20190 O rj) w m J o
1idns Gap Rd ! O =2tggo
SITE SOURCE OF TITLE Z " m o °C
10 DB 5358 PG 506 (TITLE) Q 0 1
0114 DB 4787 PG 549 (SUBD) I>J z0 Ir
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y'¢ WATERSHED STATEMENT OF TITLE: Q a Cc � § z
LICKINGHOLE CREEK THE LAND SHOWN WAS OBTAINED BY STANLEY MARTIN COMPANIES, LLC BY i--� w p
DEED DATED JULY 28, 2020 AND RECORDED AT DB 5358 PG 506 AND TO Q a
ZONING DISTRICT THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING o W
THE PLATTING OF SUBDIVISIONS. Z o F
R6 (RESIDENTIAL) 8 N o
`mow
VICINITY MAP OVERLAY DISTRICTS - PER § 18-30OR
1 " = 2000' THE PROPERTY SHOWN HERON LIES WITHIN THE STEEP SLOPES (MANAGED) OVERLAY DISTRICT.
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, UNLESS OTHERWISE
NOTED.
3. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY
PERFORMED BY THIS OFFICE 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 APPEARS TO BE LOCATED WITHIN FLOOD
ZONE X (UNSHADED), WHICH IS AN AREA OF MINIMAL FLOOD HAZARD AS
SHOWN ON FEMA NFIP COMMUNITY MAP PANEL NO. 51003CO229D,
EFFECTIVE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY
GRAPHIC METHODS ONLY. AN ELEVATION STUDY HAS NOT BEEN
PERFORMED AS A PORTION OF THIS PROJECT.
5. THESE PARCELS ARE ZONED R6 (RESIDENTIAL), STANDARD LEVEL -
CLUSTER DEVELOPMENT.
6. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION
4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
7. THE NEW LOTS AS SHOWN WILL BE SERVICED BY PUBLIC WATER AND
SEWER.
8. OPEN SPACES TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS
ASSOCIATION. ALL OPEN SPACES SHALL BE RESERVED IN A DEED FOR
THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION.
9. ALL NEW ACSA UTILITY EASEMENTS ARE TO BE CENTERED ON AS -BUILT
LOCATIONS AND ARE HEREBY DEDICATED TO THE ALBEMARLE COUNTY
SERVICE AUTHORITY.
10. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR
STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT
PROPERTY.
11. OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER,
SANITARY, STORM SEWER AND ACCESS WHERE APPLICABLE, BUT NOT TO
THE EXCLUSION OF OTHER USES. THE DEVELOPER RESERVES THE RIGHT
TO CREATE, REVISE OR VACATE EASEMENTS WITHIN THE OPEN SPACES.
12. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS
UNLESS OTHERWISE NOTED.
13. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR
VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER
AUTHORITY AGREES, REGARDLESS OF THE SALE OF ANY LOT.
14. ALL NEW RIGHT OF WAYS SHOWN HEREON ARE HEREBY DEDICATED TO
PUBLIC USE.
15. THE BUILDING SETBACKS FOR EACH LOT ARE: FRONT = 5' MINIMUM, 25'
MAXIMUM, AND 18' FOR FRONT -LOADING GARAGE; SIDE = 5' MINIMUM,
UNLESS THE BUILDING SHARES A COMMON WALL AS PROVIDED IN
SECTION 4.19, AND NO MAXIMUM; BUILDING SEPARATION = 10' MINIMUM;
REAR = 20' MINIMUM AND NO MAXIMUM.
16. THE SWM FOREST AND OPEN SPACE EASEMENT IS SUBJECT TO THE
GUIDANCE SET FORTH BY DEQ IN THE VIRGINIA STORMWATER
MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A
NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY
THE LOCAL PROGRAM AUTHORITY, SUCH AS FOREST MANAGEMENT,
CONTROL OF INVASIVE SPECIES, REPLANTING AND RE-VEGATIVE, PASSIVE
RECREATION (E.G. TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN
DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A
YEAR).
17. ALL PROPOSED EASEMENTS, EXCEPT THOSE LABELED AS PRIVATE, ARE
HEREBY DEDICATED TO PUBLIC USE.
19. THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN
AGRICULTURAL/FORESTAL DISTRICT OR A DAM BREAK INUNDATION ZONE.
20. THE PROPERTY SHOWN HERON LIES WITHIN THE FOLLOWING AND MAY BE
SUBJECT TO ADDITIONAL REGULATIONS: CHARLOTTESVILLE-ALBEMARLE
MPO, CROZET COMPREHENSIVE PLAN AREA, WATER PROTECTION
ORDINANCE BUFFER (AS SHOWN GRAPHICALLY).
21. THE STREAM BUFFERS(S), AS SHOWN HEREON GRAPHICALLY, SHALL BE
MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE.
22. PLAT PREPARED FOR STANLEY MARTIN HOMES.
THE
PROPERTY SHOWN HEREON
DOES NOT LIE IN THE FOLLOWING OVERLAY DISTRICTS: AIRPORT
IMPACT AREA (AIA), FLOOD
HAZARD (FH), NATURAL RESOURCE EXTRATION (NR), SCENIC STREAMS
(SS),
ENTRANCE CORRIDOR
(EC),
STEEP SLOPES (MANAGED)
AREA SUMMARY.•
2.973 AC - TOTAL LOT ACREAGE (35 LOTS)
1.647 AC - TOTAL OPEN SPACE ACREAGE (4 LOTS)
+ 1.222 AC - TOTAL RIGHT-OF-WAY ACREAGE
5.842 AC - ORIGINAL PARCEL ACREAGE
NOTE. • AREA SUMMARY DOES NOT INCLUDE THE
0.112 ACRE PORTION OF INDIGO ROAD THAT
WAS FORMERLY RECORDED FOR DEDICATION TO
THE COUNTY AT DB 1974 PG 456.
Cyl�ar/dl►I� f
SHEET
1
- COVER SHEET
SHEET
2
- EXISTING CONDITIONS
SHEET
3
- SUBDIVISION 1
SHEET
4
- SUBDIVISION 2
SHEET
5
- VARIOUS EASEMENTS 1
SHEET
6
- VARIOUS EASEMENTS 2
STATEMENT OF CONSENT TO DIVISION:
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, FOOTHILL
CROSSING, PHASE V, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH
THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF
ANY.
STANLEY MARTIN COMPANIES, LLC
(AGENT/REPRESENTI TI VE)
DATE
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY
OF STANLEY MARTIN COMPANIES, LLC.
THIS ---- DAY OF ----, 20__---
MY COMMISSION EXPIRES:
APPROVED FOR RECORDATION.
AGENT, BOARD OF SUPERVISORS
REG.#
DATE
ON BEHALF
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EX
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-PUBLIC DEDICATION UPON
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10.54'
EX. 20' WATERLINE
EASEMENT RESERVED FOR
FUTURE DEVELOPMENT
iF DB 1974 PG 456
-N SPACE E 13027.29
SHEET 3 OF 6
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0 50 100 150
X. GREENWAY EASEMENT
TO BE DEDICATED WITH
FUTURE PHASE
DB 5075 PG 664
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LINE
BEARING
DISTANCE
L 1
N
59'49'48"
W
6.39'
L2
N
10°10'12"
E
24.74'
L3
N
80°1O'l2"
E
6.39'
L4
N
59'49'48"
W
6.39'
L5
N
10°10'12"
E
24.74'
L6
N
80°1O'l2"
E
6.39'
L7
S
80'1O'l2"
W
7.45'
L8
S
59'43'14"
E
6.39'
L9
S
10'33'48"
W
24.80'
L10
S
80'16'46"
W
6.45'
L l l
S
18'55' 12"
W
4.87'
L 12
N
68'04'36"
E
9.08,
L 13
S
20'22' 18"
E
5.67'
L 14
N
36'4435"
E
52.46'
L 15
N
14'20'04"
E
23.08'
L 16
N
71'46'36"
W
11.89,
L 17
N
11'54' 17"
E
20.15'
L 18
N
22'43'27"
W
13.46'
L 19
N
48'55'53"
E
19.69'
L20
S
55'18'26"
E
21.69'
L21
S
17'45'20"
W
4.14'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
13.00,
20.63'
18.54'
N 64'5433" E
90'5634"
C2
475.50'
76.9 1'
76.83'
N 14'48' 14" E
9' 16'04"
C3
59.50'
275.60'
87.46'
S 37'07'58" E
265°23'41 "
C4
9.00,
13.4 1'
12.2 1'
S 5252'02" W
85'23'41 "
C5
524.50'
64.47'
64.43'
S 15'2356" W
7'0232"
C6
12.50'
19.53'
17.60'
S 25'58'06" E
89'31 '05"
C7
20328.93
17.89'
17.89'
S 70'42'09" E
0'03'02"
C8
269.55'
53.74'
53.65'
S 76'18'08" E
11'2526"
C9
274.50'
37.74'
37.71 '
S 86'30'55" E
7'5235"
C 10
59.50'
324.31 '
48.12'
S 04' 17'01 " E
312' 17'40"
C11
323.34'
104.21'
103.76'
N 81'42'00" W
18'28'00"
C12
475.50'
34.20'
34.19'
S 17'2238" W
4'07'16"
C13
475.50'
28.06'
28.05'
S 13'37'35" W
3'22'50"
C14
475.50'
14.66'
14.66'
S 11*03,11" W
1'4558"
C 15
59.50'
12.83'
12.8 1'
N 89'23'09 " E
12'21 '27"
C 16
59.50'
36.84'
36.25'
N 65'28' 19 " E
35'28' 14"
C 17
59.50'
29.56'
29.26'
N 33'30'07" E
28'28' 11 "
C18
59.50'
32.62'
32.22'
N 03'33'34" E
31'2455"
C19
59.50'
46.17'
45.02'
N 34'2239" W
44'2732"
C20
59.50'
32.93'
32.51'
N 72'27'49" W
31'42'46"
C21
59.50'
25.39'
25.20'
S 79'27' 13" W
24'27' 11 „
C22
59.50'
21.11'
21.00'
S 57'03'44" W
20'19'46"
C23
59.50'
19.67'
19.58'
S 37'2538" W
18'5626"
C24
59.50'
18.47'
18.40'
S 19'03'49" W
17'47'13"
C25
524.50'
17.06'
17.05'
N 17'59'18" E
1'51'47"
C26
524.50'
28.13'
28.12'
N 15'31 '14" E
3'04'21 "
C27
524.50'
19.28'
19.28'
N 12'5552" E
2'06'24"
C28
59.50'
45.80'
44.68'
S 50*11'25" E
44°0629"
C29
59.50'
66.95'
63.48'
N 75'31 '07" E
64°2826"
C30
59.50'
22.24'
22.11'
N 32'34'18" E
21'25'12"
C31
59.50'
28.58'
28.31 '
N 08'0557" E
27'31 '30"
C32
59.50'
15.02'
14.98'
N 12'53'42" W
14'27'47"
C33
59.50'
18.48'
18.40'
N 29'01 '23" W
17'4735"
C34
59.50'
21.44'
21.32'
N 48'1424" W
20'3829"
C35
59.50'
23.84'
23.68'
N 70'0225" W
22'5733"
C36
1 59.50'
1 31.64'
1 31.27'
1 S 83'14'40" W
30'28'18"
C37
59.50'
27.96'
27.70'
S 54'3253" W
26-55;14"
C38
59.50'
22.35'
22.22'
S 30' 19'43" W
21'31 07"
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N INDIGO ROAD (EXT.)
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N 70'42'11 " W 550.65'(T)
EX. 20' WATERLINL
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JOB: 20.1466
SHEET 3 OF 6
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JOB: 20.1466
SHEET 5 OF 6
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JOB:20.1466
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SHEET 6 OF 6
OARGAUMPROA20.1466 FOOTHILL CROSSING - PH V SURVEVIDW0SUBDIVISION120.1486 Foothill Crossing -PH V SUBD R2.dwg