HomeMy WebLinkAboutSUB202000229 Easements 2021-02-15ydry s.
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Crozet
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VICINITY MAP
1 " = 2000'
SITE DATA:
TAX MAP PARCEL ID
05600-00-00-05783
OWNER
STANLEY MARTIN COMPANIES, LLC
11710 PLAZA AMERICA DRIVE, SUITE 1100
d RESTON, VIRGINIA 20190
SOURCE OF TITLE
.o DB 5358 PG 506 (TITLE)
4"If R DB 4787 PG 549 (SUBD)
�011e Oi MAGISTERIAL DISTRICT
WHITE HALL
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. THE PROPERTY SHOWN HEREON IS ZONED R6 (RESIDENTIAL), STANDARD
LEVEL - CLUSTER DEVELOPMENT.
6. ALL NEW ACSA UTILITY EASEMENTS ARE TO BE CENTERED ON AS -BUILT
LOCATIONS AND ARE HEREBY DEDICATED TO THE ALBEMARLE COUNTY
SERVICE AUTHORITY.
7. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR
STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT
PROPERTY.
8. SETBACKS: FRONT = 5' MINIMUM, 25' MAXIMUM, SIDE = 5' MINIMUM,
UNLESS THE BUILDING SHARES A COMMON WALL (NO MAXIMUM), REAR =
20' MINIMUM (NO MAXIMUM)
9. ALL PROPOSED EASEMENTS, EXCEPT THOSE LABELED AS PRIVATE AND
THE NEW 20' EMERGENCY ACCESS ROAD AND BICYCLE & PEDESTRIAN
PATH EASEMENT, ARE HEREBY DEDICATED TO PUBLIC USE.
10. THE NEW 20' EMERGENCY ACCESS ROAD AND BICYCLE & PEDESTRIAN
PATH EASEMENT IS A PRIVATE EASEMENT TO REMAIN OPEN TO PUBLIC
USE.
11. THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN
AGRICULTURAL/FORESTAL DISTRICT OR A DAM BREAK INUNDATION ZONE.
12. THE PROPERTY SHOWN HEREON 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).
13. THE STREAM BUFFERS, AS SHOWN HEREON GRAPHICALLY, SHALL BE
MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER
PROTECTION ORDINANCE.
14. 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 REVEGETATING, PASSIVE
RECREATION (E.G., TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN
DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A
YEAR).
15. PLAT PREPARED FOR STANLEY MARTIN HOMES.
WATER SUPPLY WATERSHED
LICKINGHOLE CREEK
ZONING DISTRICT
R6 (RESIDENTIAL)
OVERLAY DISTRICTS - PER § 18-30
THE PROPERTY SHOWN HERON LIES WITHIN THE STEEP SLOPES (MANAGED) OVERLAY DISTRICT.
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 (PRESERVED)
C9:I�arl��l►I� f
SHEET 1 - COVER SHEET
SHEET 2 - EXISTING CONDITIONS
SHEET 3 - EASEMENT PLAT 1
SHEET 4 - EASEMENT PLAT 2
SHEET 5 - EASEMENT PLAT 3
STATEMENT OF TITLE.
THE LAND SHOWN WAS OBTAINED BY STANLEY MARTIN COMPANIES, LLC BY
DEED DATED JULY 28, 2020 AND RECORDED AT DB 5358 PG 506 AND TO
THE BEST OF MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING
THE PLATTING OF SUBDIVISIONS.
STATEMENT OF CONSENT TO DIVISION:
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, VARIOUS
NEW EASEMENTS ON TAX MAP 56, PARCEL 57B3 IN ASSOCIATION WITH FUTURE
FOOTHIL CROSSING, PHASE V SUBDIVISION, 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/REPRESENTITIVE)
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
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EX. AREA RESERVED FOR
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CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
13.00'
20.63'
18.54'
N 64'5433" E
90'5634"
C2
475.50'
76.91'
76.83'
N 14*48'14" E
9'16'04"
C3
59.50'
275.60'
87.46'
S 37'07'58" E
26523'41 "
C4
9.00'
13.4 1'
12.21 '
S 52'52'02 " W
85'23'41 "
C5
524.50'
64.47'
64.43'
S 15'2356" W
7'02732"
C6
12.50'
19.53'
17.60'
S 25'58'06" E
89'31'05"
C7
275.50'
95.36'
94.88'
S 80'27'50" E
19'49'55"
C8
59.50'
325.37'
47.15'
S 04*4739" E
313'18'58"
C9
323.34'
104.21'
103.76'
N 81'42'00" W
18'28'00"
CIO
50.00'
26.66'
26.34'
N 64'37'18" W
30'3246"
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30.00'
31.59'
30.15'
N 49'4349" W
60' 19" ' "
LINE
BEARING
DISTANCE
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6.39'
L2
N
10'10'12"
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24.74'
L3
N
80'10'12"
E
6.39'
L4
N
59'4948"
W
6.39'
L5
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24.74'
L6
N
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6.39'
L7
S
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7.45'
L8
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6.39'
L9
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LOT ' '�-I -I
�0. 16.48 S 73°24'57" E \ . \ O =
FUTURE FUTURE S 33'43'09" W CL
LOT 25 LOT 33 44.47 [� o
76'
NEW VAR.
WIDTH ACSA NEW VAR. WIDTH RIGHT-OF-WAY EASEMENT
WATERLINE
EASEMENT (FUTURE INDIGO ROAD - EXT)
13 SF
EX. 20' WATERLINE
1SEMENT RESERVED FOR
FUTURE DEVELOPMENT
DB 1974 PG 456
TMP 56A2-72A
N/F CLAUDIUS
CROZET PARK, INC.
DB 1536 PG 408
NEW 10 PRIVATE Q _S 73°2457" E- r SANITARY SEWER
10.46'(T) EASEMENT o
NEW 20' ACSA FUTURE S 19°17,48," W 0.024 AC 0 V)
SANITARY SEWER LOT 34 66.96' Q
EASEMENT---
00'0540 E-----------------------
S\ / Z
194 SF S 73°24'S7" E
P� 10.61 CL FUTURE 10.01 '(T)
LOT 35
FUTURE -
OPEN
SPACE E
FUTURE `
OPEN
SPACE A
TMP 56-55
N/F COUNTY OF
ALBEMARLE
DB 2397 PG 431 /
TMP 56-5782
N/F GLENBROOK, LLC
DB\ 5039 PG 75
,
DECEMBER 21, 2020
SCALE: 1 " = 40'
wrolz7rzoXEIP1:7
SHEET 4 OF 5
QARGA\TMPROJ\20.1466 FOOTHILL CROSSING -PH V\SURVEVIDWG\EASEMENT120.1466 Foothill Crossing -PH V ESMT.dwg
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2p, \
LINE
BEARING
DISTANCE
L 12
N
61'43'30"
W
21.63'
L13
S
54'5254"
W
22.15'
L 14
S
79'4854"
W
62.68'
L 15
S
28'3724"
E
1.15'
L 16
S
61'2236"
W
17.55'
L17
N
28'3724"
W
11.49'
L 18
S
65' 11 '53"
E
15.12'
L19
S
39'3642"
E
61.62'
L20
N
11'2 1'22"
W
1 1.08,
L21
S
55'54'50"
E
16.57'
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/ ACCESS ROAD AND \ \ O Z w ¢
/ SPACE EASEMENT 39.50 BICYCLE & PEDESTRAIN \ \ — C12 C13 11 � < W
0.254 AC , — — — A=59.03 A=33.65 a w
\ / S 68'23 35 ' W `, PATH EASEMENT \ �\ — " w u� p
TMP 56A2-4-A 40.83' DB 5420 PG 586 \ \ R=50.00 R=80.00 Q a
COMMON OPEN / \� F1 D=673832" D=24'0547" z
SPACE / S 76'4944" W i \ A pp CD=55.66' CD=33.40' 8 N
/ GJG \ \ FQ s CB=S 31'22'37" E CB=S 53'08'59" E n w
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8 41.222„ W \\ �pT>G `.\ 004� Sj / �� \ \ \ �c�C A=17.86'
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LOT 12 6�6 r 6 \\ \ \\DB 1997 PG 235
f
CO
2
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FUTURE a liT` l TC EX. STORM DRAINAGE o
CL LOT 10 0 A 417 SF �07 C QF `. OT �F �l '::::::::::::::::::::::::: : ;;:::;:;;:;;:;;::;:; DB 5039 PG 75
11-4 - - , z P' 12 1 Y �8 �1' 6� ^ .. \ EASEMENT �� LT H OF ` U
N - - - S 73'44 00 W DB 5389 PG 75 0�
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c INAGE � 55'S6 30 E :'.:Fy?. ; (STIPPLE). `,\ �
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rn F 1 s > A` SEWER EASEMENT
v l� LOT 7 o cn LOT 19 12.74 s. :.
4-3 __ - �''o _-- 6 s OPEN ;:•,: :.•:.• ` DB 5389 PG 86
56A2- _ _ w A v - - �. �� : • :: ;' SPACE C: :: is '"` : '
TMP 3 I mac - N I I �'s�:� 'Tws.' �W cq m
LOT--- azZW FUTURE -• r? ems. ✓. 31
F JONES CL FUTURE I c i r F I' ,- 6 \ 66 51 `.
N� 9 PG 199 LOT 6 mc� LOT - w !coI L12 ✓ N 66.5$
I w DB 436 --- ---- -1� iN 0,. iT�: 43'29 W i
N _ -N 73'00'00" E - - - TURE N I'i I 5- ! N 84 65' i i \ \\ Q
I a - 8.59' S 59'43'51,. E FU T 21 I ` ' / 13. g6. f \ �\ W r , _
- - FUTUR5 CL 13.00" LO /� 53'
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t I z EASEMENT m - r Q
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m D_ c - - - EASEMENT ` 4 rn a, 2q FUTURE \ Q
I m I T z m 0. 125 AC 54 2 15 LOT 32 \ O W
56A2-4-1 FUTURE 55
n FUTURE -\ -� C/
I TMP LOT 1 I IN LOT 2 m LOT 24 1 Li,
RAL _
I N F PI PG 250 I Imo- - - I - - - \ \\ N FUTURE
S 08'5235" E \ / N Z
DB I FUTURE FUTURE 73.05'(T) \ C / 1� LOT 33 [� o
CL LOT 1 =1.30' LOT 2 Q-------------------
-----------
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- - 8.46' NEW PUBLIC EASEMENT LOT 34 7 0 co
--------
INDIGO ROAD STORM DRAINAGE 0.925 AC �� -------------------
I \ 7 Z
(40' PUBLIC RIGHT—OF—WAY) NEW VAR. WIDTH RIGHT—OF—WAY EASEMENT EASEMENT A,23S 56 FUTURE FUTURE147 SF `
TMP 56A2-4-A4 (FUTURE INDIGO ROAD - EXT.) P� LOT 35 OPEN
LCOMMON OPEN SPACE- _ L15
L 17 ��L 16 i SPACE A TMP 56-5782 DECEMBER 21, 2020
FUTURE N/F GLENBROOK, LLC
EX. AREA RESERVED FOR EX. 20' WATERLINE TMP 56A2-72A 69.4 1' 3.66' DB 5039 PG 75 SCALE: 1" = 40'
PUBLIC DEDICATION UPON EASEMENT RESERVED FOR N/F CLAUDIUS SPACEOPEE TMP 56-55
DEMAND BY THE COUNTY FUTURE DEVELOPMENT N/F COUNTY OF , JOB:20.1466
DB 1974 PG 456 DB 1974 PG 456 DBCRO15 PARK, INC. 0 40 80 120 ALBEMARLE
DB 1536 PG 408 ,
DB 2397 PG 431 7 SHEET 5 OF 5
QARGA\TMPROJ\20.1466 FOOTHILL CROSSING -PH V\SURVEVIDWG\EASEMENT120.1466 Foothill Crossing -PH V ESMT.dwg