HomeMy WebLinkAboutSUB201700106 Plat - Approved 2017-11-064,
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. THE BOUNDARY INFORMATION SHOWN HEREON
ON THIS PLAT IS TAKEN FROM THE FOLLOWING
INSTRUMENTS OF RECORD:
A. PLAT PREPARED BY ROUDABUSH, GALE &
ASSOCIATES, INC. ENTITLED "BOUNDARY LINE
ADJUSTMENT OF THREE PARCELS OF LAND
KNOWN AS WINTERGREEN FARM," DATED
JANUARY 29, 2016 AND LAST REVISED
FEBRUARY 19, 2016 AND IS RECORDED IN
DEED BOOK 4732 AT PAGES 520-525.
B. PLAT PREPARED BY ROUDABUSH, GALE &
ASSOCIATES, INC. ENTITLE "SUBDIVISION PLAT
- PHASE I - WINTERGREEN FARM," DATED
APRIL 21, 2016 AND LAST REVISED MAY 23,
2017 AND IS RECORDED IN DEED BOOK 4917
AT PAGES 1-23.
3. UNLESS OTHERWISE NOTED, IRON RODS TO BE
SET ON ALL CORNERS.
4. THE STREAM BUFFERS SHOWN HEREON SHALL BE
MANAGED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY WATER PROTECTION ORDINANCE.
5. THE SUBJECT PROPERTY SHOWN HEREON
APPEARS TO BE SITUATED IN BOTH FLOOD ZONE
A; AREAS DETERMINED TO BE IN THE 1% CHANCE
ANNUAL FLOODPLAIN AND ZONE X (UNSHADED)
AREAS DETERMINED TO BE OUTSIDE OF 0.2%
ANNUAL CHANCE FLOOD, PER COMMUNITY PANEL
51003CO269D WITH AN EFFECTIVE DATE OF
FEBRUARY 4, 2005.
6. THE SUBJECT PROPERTY SHOWN HEREON IS NOT
LOCATED IN AN AGRICULTURAL -FORESTAL
DISTRICT.
7. THE SUBJECT PROPERTY SHOWN HEREON DOES
NOT LIE WITHIN ANY FEDERAL OR STATE
DESIGNATED DAM INUNDATION ZONES.
8. THE SUBDIVISION IS SERVED BY A PUBLIC WATER
SUPPLY AND PUBLIC SEWER SYSTEM.
9. THE PROPERTY SHOWN HEREON LIES WITHIN THE
BISCUIT RUN/MOORES CREEK WATERSHED BUT
DOES NOT LIE WITHIN A WATER SUPPLY
WATERSHED.
10. NO HUMAN GRAVE STIES ARE KNOWN TO EXIST
ON THE SUBJECT PROPERTY OR WERE OBSERVED
IN THE COURSE OF THE SURVEY.
11. THE DEVELOPER RESERVES ALL THOSE WATER
AND SEWER EASEMENTS THAT WILL BE REQUIRED
BY ACSA IN ORDER TO ASSUME THE
MAINTENANCE RESPONSIBILITY FOR THESE
UTILITIES.
12. 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.
13. THE WATER, SANITARY AND STORM SEWER
(PRIVATE AND PUBLIC) EASEMENTS SHOWN
HEREON ARE TO BE CENTERED ON THE AS -BUILT
LOCATIONS OF THE UTILITY LINES AND
APPURTENANCES.
14. THE PRIVATE STORM DRAINAGE EASEMENTS ARE
TO BE MAINTAINED BY THE HOMEOWNER'S
ASSOCIATION.
15, THE PROPERTY SHOWN HEREON IS ZONED: R-1
(RESIDENTIAL), STEEP SLOPES OVERLAY,
AIRPORT IMPACT AREA, AND ENTRANCE
CORRIDOR OVERLAY.
o SETBACKS PER ALBEMARLE COUNTY
CODE CHAPTER 18 ZONING SECTION 4.19
(SETBACKS AND STEPBACKS IN RESIDENTIAL
DISTRICTS):
FRONT - 5' MINIMUM (FOR SIDE LOAD GARAGES)/
18' MINIMUM (FOR FRONT LOADING
GARAGES)
FRONT SETBACK TO BE ESTABLISHED
FROM THE EXTERIOR EDGE OF THE
SIDEWALK INSIDE OF THE
RIGHT-OF-WAY
SIDE - 0' SETBACK (10' MINIMUM BUILDING
SEPARATION)
REAR - 20'
16. THE LOTS SHOWN HEREON, TAX MAP/PARCEL
76-49B AND THE RESIDUE OF TAX MAP/PARCEL
76-49B EACH CONTAIN A BUILDING SITE THAT
COMPLIES WITH SECTION 4.2.1 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE
17. THE OPEN SPACES SHOWN HEREON ARE TO BE
CONVEYED TO THE HOMEOWNER'S ASSOCIATION,
18. OPEN SPACES 1 D AND 1 E SHOWN HEREON ARE
DESIGNATED AS RESTRICTIVE - WPO
CONSERVATION AREA AS SHOWN ON THE
WINTERGREEN VSMP PLAN DATED NOVEMBER 23,
2015 AND LAST REVISED FEBRUARY 16, 2016, SEE
OVERALL EXHIBIT ON SHEET 2 OF THIS PLAT.
19. THE 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.
20. ALL PUBLIC STORM DRAINAGE EASEMENTS
SHOWN HEREON ARE HEREBY DEDICATED TO THE
COUNTY FOR PUBLIC USE.
21. THE RIGHT-OF-WAY RESERVATION SHOWN
HEREON AT THE END OF PFISTER AVENUE IS
RESERVED FOR FUTURE DEDICATION FOR PUBLIC
USE UPON DEMAND OF THE COUNTY.
22. THE 17' ACCESS EASEMENT SHOWN HEREON
SHEET 5 IS HEREBY DEDICATED TO THE COUNTY
FOR PUBLIC USE.
APPROVED FOR RECORDATION
001-1
AGENT BOARD OF SUPERVISORS DA E��
PARCEL DATA:
TMP 07600-00-00-049BO
TMP 076SO-01-00-00010 (PARCEL B)
ADDRESS:
TMP 07600-00-00-049BO
1132 OLD LYNCHBURG ROAD
TMP 076SO-01-00-00010 (PARCEL B)
NO ADDRESS
OWNER:
SM CHARLOTTESVILLE, LLC
11710 PLAZA AMERICA DRIVE, SUITE 100
RESTON, VA, 20190
SOURCE OF TITLEIPLAT REFERENCES:
DB 4956 PG 304 (AMENDED CCR)
DB 4917 PG 24-28 (AMENDED CCR)
DB 4917 1-23 (PLAT)
DB 4895 PG 221
DB 4842 PG 68-82
DB 4842 PG 50-67 (PLAT)
DB 4842 PG 4349
DB 4757 PG 145
DB 4753 PG 319 (CCR)
DB 4732 PG 520-525 (PLAT)
DB 4568 PG 559
VICINITY MAP: 1" = 2000'
IOUNTAIN
VALLEY S
MOUNTAIN
AMe��ur
fcpmMoNs
OWNERS APPROVAL:
TMP 07600-00-00-049BO AND TMP 076SO-01-00-00010 (PARCEL B):
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND, SUBDIVISION PLAT - PHASE IIA -
WINTERGREEN FARM, IS WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNE OPRIE R D TRUSTEES, IF ANY.
f 17
SM CHARLO SVILL , LLC DATE
NOTARY PUBLIC
CITY/COUNTY OF
COMMONWEALTH OF VIRGINIA
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE
ME BY )C -A C0\PkS0►n
ON BEHALF OF SM CHARLOTTESVILLE, LLC
THIS (gf�_ DAY OF Iy n& 20 t"
— C,�� 14,j�
p,�--
NOTARY PUBLIC'S SIGNATURE
NOTARY REGISTRATION NUMBER: `}") t L4 brl (4
AT
IUTHEI
RIDGE
I,
MY COMMISSION EXPIRES Sosstr .hr. 30 �po11 "KRIST N ASFILEY ROFFITT _
NOTARY PUBLIC
REGISTRATION #f 7714076
COMMONWEALTH OF VIRGINIA 1
MY COMMISSION EXPIRES
SEPTEMBER 30, 2021 �..i
TABLE OF CONTENTS
SHEET 1 - COVER SHEET
SHEET 2 - OVERALL EXHIBIT AND DENSITY CALCULATIONS
SHEET 3 - BOUNDARY LINE ADJUSTMENT PLAT
SHEET 4 - SUBDIVISION PLAT
SHEET 5 - MISCELLANEOUS EASEMENT PLAT
SHEET 6 - ACSA EASEMENT PLAT
SHEET 7 - STORM EASEMENT PLAT
SHEET 8 - TABLES AND TABULATIONS
PREPARED BY: D. JORDAN
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Lic. No.2976
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,PHASE 1 AND PHASE IIA R-1 DENSITY CALCULATION
STANDARD DENSITY = 0.97 DWELLING UNITS/ACRE
BONUS FACTOR = +5% DENSITY FOR STREET TREES (SECTION 32.7.9)
BONUS FACTOR = +5% DENSITY BONUS FOR MAINTENANCE OF EXISTING WOODED AREAS OVER 10%
BONUS FACTOR = +10% DENSITY BONUS FOR SERVING ALL LOTS WITH INTERNAL ROAD SYSTEM
TOTAL 0.97 X [1+0.20] = 1.1640 DWELLING UNITS PER ACRE CALCULATED
RURAL AREA, 0.97 DU/AC. MAX WITH 30,000 SQFT MIN. LOTS WITH 100 FEET MINIMUM FRONTAGE
DEVELOPMENT AREA: 1.164 DU/AC. MAX WITH 20,000 SQFT MIN. LOTS WITH 80 FEET MINIMUM FRONTAGE
PHASE I AND II DENSITY ALLOWABLE UNITS PLATTED UNITS
RURAL DENSITY
+/-12.122 ACRES WITHIN THE PHASE I AND IIA RURAL AREA X 0.97 11 6
6
SUBTOTAL 11
RESIDENTIAL DENSITY
+/- 44.491 ACRES WITHIN THE PHASE 1 AND IIA DEVELOPMENT AREA X 1.164 51 56
SUBTOTAL 51 56
COMBINED DENSITY
TOTAL
62
TMP 07600-00-00-049C0 - WINTERGREEN FARM PHASE I AREA TABULATIONS:
ORIGINAL PARCEL (TOTAL)
45.083 ACRES
-PARCEL B
5.865 ACRES
-COMMON OPEN SPACES 1, 4, 5, 6, AND 7A (NONRESTRICTIVE)
9.295 ACRES
-COMMON OPEN SPACE 1A, 16, AND 1C (RESTRICTIVE)
3.105 ACRES
-PUBLIC RIGHT-OF-WAY DEDICATION
4.780 ACRES
-LOTS
22.038 ACRES
RESIDUE
0 ACRES
TMP 07600-00-00-049BO - WINTERGREEN FARM PHASE IIA AREA TABULATIONS:
ORIGINAL PARCEL (TOTAL)
11.530 ACRES
+PARCEL B
5.865 ACRES
-COMMON OPEN SPACES 1 -II, 713, AND 8 (NONRESTRICTIVE)
1.640 ACRES
-COMMON OPEN SPACE 1D AND 1E (RESTRICTIVE)
0.688 ACRES
-PUBLIC RIGHT-OF-WAY DEDICATION
2.669 ACRES
-LOTS
7.806 ACRES
RESIDUE IIB
4.592 ACRES
COMBINED WINTERGREEN FARM PHASE I AND IIA AREA TABULATIONS:
ORIGINAL PARCELS (COMBINED TOTAL)
56.613 ACRES
-COMMON OPEN SPACES (NONRESTRICTIVE)
10.936 ACRES
-COMMON OPEN SPACES (RESTRICTIVE)
3.794 ACRES
-PUBLIC RIGHT-OF-WAY DEDICATION
7.449 ACRES
-LOTS
29.842 ACRES
RESIDUE 116 4.592 ACRES
PHASES I AND IIA OPEN SPACE COMPUTATIONS
COMBINED OPEN SPACE (NONRESTRICTIVE) 10.935 ACRES
COMBINED OPEN SPACE (RESTRICTIVE) 3.793 ACRES
TOTAL COMBINED OPEN SPACE 14.728 ACRES
COMBINED AREA OF BOTH PARCELS 56.613 ACRES
TOTAL PERCENTAGE = 26.0% OF PHASE I AND IIA IS DEDICATED TO OPEN SPACE
• APPROXIMATELY 25% OF THE OPEN SPACE IN PHASES I AND IIA IS SITUATED WITHIN THE FLOOD ZONE.
PER THE "WINTERGREEN FARM PRELIMINARY SUBDIVISION PLAT," PREPARED BY COLLINS
ENGINEERING DATED JULY 7, 2014 AND LAST REVISED DECEMBER 15, 2014 AND THE WINTERGREEN
FARM - PHASE I - TREE PRESERVATION PLAN PREPARED BY COLLINS ENGINEERING DATED MAY 4, 2017
AND LAST REVISED MAY 25, 2017, THE FOLLOWING DENSITY AND BONUS FACTORS ARE STATED:
"STANDARD LEVEL CLUSTER DEVELOPMENT DENSITY STANDARDS ARE BEING IMPLEMENTED IN THE
.RURAL AREA."
BONUS LEVEL CLUSTER DEVELOPMENT CALCULATIONS":
A. "STANDARD LEVEL GROSS DENSITY 0.97 DU/AC"
B. "BONUS LEVEL CLUSTER DEVELOPMENT DENSITY STANDARDS ARE BEING IMPLEMENTED WITHIN
THE DEVELOPMENT AREA."
C. "RURAL AREA: 0.97 DU/AC MAX WITH 30,000 SF MIN LOTS WITH 100 FEET MIN FRONTAGE."
D. DEVELOPMENT AREA: 1.1640 DU/AC MAX WITH 20,000 SF MIN LOTS WITH 80 FEET MIN FRONTAGE,"
*AS REVISED IN THE WINTERGREEN FARM - PHASE I - TREE PRESERVATION PLAN.*
E. "BONUS LEVEL CLUSTER DEVELOPMENT CALCULATIONS":
"STANDARD LEVEL GROSS DENSITY 0.97 DU/AC.
• "+5% DENSITY BONUS FOR STREET TREES AS SPECIFIED IN SEC 32.7.9."
• "+5% DENSITY BONUS FOR MAINTENANCE OF EXISTING WOODED AREA IN EXCESS OF 10%," *AS
REVISED IN THE WINTERGREEN FARM - PHASE I - TREE PRESERVATION PLAN.*
• "+10% DENSITY BONUS FOR SERVING ALL LOTS WITH AN INTERNAL ROAD SYSTEM."
"= 0.97 X [1+0.20] = 1.1640 DU/AC," *AS REVISED IN THE WINTERGREEN FARM - PHASE I - TREE
PRESERVATION PLAN.*
F. TREE PRESERVATION:
• "REQ: 10% OF 45.083 AC = 4.51 AC, 4.87 AC (10.8% PROVIDED)," *AS REVISED IN THE
WINTERGREEN FARM - PHASE I - TREE PRESERVATION PLAN.*
62
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• MINIMUM LOT SIZE = 20,000 SQFT PER ALBEMARLE
COUNTY CODE 18.13.3
• THE PRELIMINARY SUBDIVISION PLAT WAS CERTIFIED
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DB 4568 PG 582
LOT 42
LOT 41
SUBDIVISION PLAT
PHASE IIA
WINTERGREEN FARM
SAMUEL MILLER DISTRICT
ALBEMARLE COUNTY, VIRGINIA
MAY 30, 2017 SHEET
SCALE: 1" = 100' 2 OF 8
REV: OCTOBER 10, 2017 FILE: 8560
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION 4p\ SERVING VIRGINIA SINCE 1966914 MON710ELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22842
PHONE 434977-0205 -FAX 4942965224 EMAIL INFO@ROUDABUSH.COM
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DB 1126 PG 641,
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TMP 076SO-01-00-00010 AREA TABULATIONS:
-PARCEL B 5.865 ACRES
PARCEL HEREBY VACATED 0 ACRES
TMP 07600-00-00-049BO AREA TABULATIONS:
ORIGINAL PARCEL 11.530 ACRES
-PARCEL B 5.865 ACRES
NEW PARCEL 17.395 ACRES
• PARCEL B (TMP 076S0-01-00-00010) IS HEREBY
VACATED AND IS TO BECOME PART OF TMP
07600-00-00-049BO
N:3889617.068
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EASEMENT DETAIL
INDICATES HME
TYPE OF VAR INDICATES
EASEMENT WIDTH OF
EASEMENT
SEE SHEET 8 FOR LEGEND.
MUNI
REDFIELDS ROAD
STATE ROUTE 1270
60'PUBLIC RIGHT -OF WAY
DB 1150 PG 734-745 (PLAT
IF
IF
TMP 07600-00-00-049BO
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11.530 AC (ORIGINAL)
DB 4917 PG 1 (PLAT)
DB 4917 PG 24 (AMENDMENT)
DB 4895 PG 221
DB 4842 PG 68-82
DB 4842 PG 50-67 (PLAT)
DB 4842 PG 43-49
DB 4757 PG 145
DB 4732 PG 520-525 (PLAT)
DB 4568 PG 559
17.395 AC (NEW)
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74
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OPEN SPACE 2 - PHASE 1A
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27'48" E 525.95' DB 1126 PG 641 PG 643-646 (PLAT)
N 86°
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CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
530.00'
418.33'
407.56'
S 60039'54" E
45013'27"
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60.50'
102.12'
90.42'
S 71028'16" E
96042'43"
C3
12.50'
12.40'
11.90'
N 88035'47" E
56050'48"
C4
227.00'
261.08'
246.92'
N 84004'16" E
65053'50"
C5
527.00'
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3048'12"
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N 81007'31" E
57014'31"
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96.06'
N 57011'33" E
105006'26"
LINE BEARING DISTANCE
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SUNSET AVENUE EXTENDED
STATE ROUTE 781
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RIGHT-OF-WAY
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Lic. No.2976
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DB 3076 PG 589-604
W_ $ TMP 07600-00-00-05200
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ALBEMARLE COUNTY, VIRGINIA
S 82°57'08" W , -< \�� MAY 30, 2017 SHEET
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VAR / TMP 076SO-01-00-03800 1 t REV: OCTOBER 10, 2017 FILE: 8560 3 OF 8
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1
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010.1* PREPARED BY: D. JORDAN
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION E
SERVING VIRGINIA SINCE 1056
914 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA22902 s P
PHONE 434-977.0205 - FAX 454.296.6220 - EMAIL INFO@ROUDABUSH.COM
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o o\ so co �g1� P REV: OCTOBER Oj SCALFILE! 8560 7 OF 8
1 m\
TMP 076S0 -0? -DO -03200
LOT 32 F- TMP 076SO-01-00-03800 \ \
O LOT 38 \ ROUDABUSH, GALE & ASSOCIATES, INC.
\ TMP 076SO-01-00-03300 TMP 07 LOT 34 0-0 400 --G(t f f t'� �\ \ \ ENGINEERS, SURVEYORS AND LAND PLANNERS
O
i I I \ ® A PROFESSIONAL CORPORATION
Q 1 f LOT 33 , Iwo) TMP 076SO-01-00-03500 TMP 076S0-01-00-03600 y TMP 076S0-01-00-03700 \ STORM EASEMENT PLAT SERVING V I R G I N I A SINCE 1 9 5 6 s$ r
LOT 35 i LOT 36 LOT 37 \ \ 914 �Ax CMill 2M2
HARLOTTESVILLE,
BY: D. JORDAN PHONE 43"77- 434-29"220 - ENLNFO@RO DABUSH.COM
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r
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
530.00'
418.33'
407.56'
S 60039'54" E
45013'27"
C2
530.00'
22.43'
22.43'
S 39015'55" E
2025'30"
C3
530.00'
91.86'
91.74'
S 45026'35" E
9055'49"
C4
530.00'
177.99'
177.16'
S 60°01'46" E
19014'32"
C5
530.00'
66.14'
66.10'
S 73013`32" E
7°09100"
C6
530.00'
54.03'
54.01'
S 79043'15" E
5050'27'
C7
530.00'
5.88'
5.88'
S 82°57'33" E
0038'09"
C8
414.99'
168.76'
167.60'
S 00027'16" E
23018'00"
C9
414.64'
24.15'
24.15'
S 13°46'14" E
3020'14"
CIO
326.00'
114.03'
113.45'
N 28°47'11" W
20002'26".
C11
12.50'
20.48'
18.26'
N 85044'36" W
9305222"
C12
527.00'
34.98'
34.98'
S 49013'15" W
3048'12"
C13
227.00'
261.08'
246.92'
S 84004'16" W
65053'50"
C14
227.00'
76.56'
76.20'
N 60047'03" E
19019'24"
C15
227.00'
101.09'
100.26'
N 83012'14" E
25030'56"
C16
227.00'
83.43'
82.96'
S 73030'34" E
21003'29"
C17
12.50'
12.40'
11.90'
S 8803547" W
56050'48"
C18
60.50'
310.95'
65.47'
N 27024'48" E
294028'51"
C19
60.50'
8.20'
8.19'
N 64003'18" E
7045'51"
C20
60.50'
62.16'
59.46'
S 82037'48" E
58051'56"
C21
60.50'
31.76'
31.40'
S 38009'23" E
30004'56"
C22
60.50'
208.83'
119.55'
S 75046'10" W
197046'08"
C23
12.50'
12.62'
12.09'
S 34015'36" E
5704941"
C24
173.00'
198.39'
187.69'
N 8305827" E
65042'12"
C25
473.00'
31.40'
31.39'
N 49013'15" E
3048'12"
C26
12.50'
18.79'
17.07'
N 04015'22" E
86007'33"
C27
327.00'
237.07'
231.92'
N 18002'14" W
41032'21"
C28
12.50'
17.54'
16.14'
N 37027'51" W
80023'35"
C29
60.50'
282.07'
87.68'
N 55054'13" E
267007'43"
C30
60.50'
145.64'
112.94'
S 08041'51" E
137055'36"
C31
60.50'
47.91'
46.67'
S 82057'02" W
45022'11"
C32
60.50'
88.52'
80.83'
N 32026'54" W
83049'56"
C33
273.00'
230.02'
223.27'
S 14040'10" E
48016'29"
C34
273.00'
43.26'
43.21'
S 04055'42" W
9004'43"
C35
273.00'
186.76'
183.14'
S 19012'32" E
39011'45"
C36
12.50'
19.72'
17.74'
S 84000'35" E
90024'17"
C37
1027.00'
30.77'
30.77'
N 51038'46" E
1043'00"
C38
12.50'
12.49'
11.98'
N 23053'02" E
5701431"
C39
60.50'
310.95'
65.47'
S 37029'44" E
294029'00"
C40
60.50'
35.93'
35.40'
S 12016'27" W
34001'23"
C41
60.50'
55.14'
53.25'
S 55023'41" W
52013'05"
C42
60.50'
58.11'
55.90'
N 70058'53" W
55001'47"
C43
60.50'
50.80'
49.32'
N 19024'50" W
48006'19"
C44
60.50'
110.99'
96.06'
N 57011'33" E
105006'26"
C45
12.50'
12.49'
11.98'
S 81007'31" W
57014'31"
C46
973.00'
29.72'
29.72'
S 5103746" W
1045'00"
C47
12.50'
19.54'
17.61'
S 05058'27" W
89033'39"
C48
380.00'
132.91'
132.24'
S 28047'11" E
20002'26"
C49
380.00` 168.14'
68.05'
N 33040'12" W
10016'26"
C50
380.00' 1
64.78'
64.70'
N 23038'59" W
9046'01"
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
AC1
2825.00'
120.89'
120.89'
S 12044'34" W
2027'07"
AC2
100.00'
22.26'
22.21'
S 20020'41" W
12045'07"
AC3
190.00'
17-01'
17.00'
S 24009'23" W
5007'43"
AC4
175.00'
57.58'
57.33'
S 12009'55" W
18051'13"
AC5
175.00'
26.31'
26.28'
S 01034'05" E
8036'48"
AC6
366.00'
54.58'
54.53'
S 10008'50" E
8032'41"
AC7
30.50'
31.32'
29.96'
N 08053'40" W
58049'41"
LINE
BEARING
DI TANCE
L1
S 09°48`29" E
34.01'
L2
S 12°07'50" W
19.18'
L3
N 18°45'58" W
2.82'
L4
S 47°19109" W
18.08'
L5
S 51°07'21" W
41.73'
L6
N 51007'21" E
41.73'
L7
IN 47019'09" E
23.43'
L8
N 85°45'19" W
26.75'
L9
N 77°20'36" W
8.59'
L10
N 59°10'50" W
20.97'
L11
S 59°10'50" E
21.00'
LINE
BEARING
DISTANCE
DISTANCE
HLI
S 85041'55"
W
71.83'
HL2
N 16037'55"
W
22.48'
HL3
N 62024'05"
E
20.17'
HL4
N 70044'19"
E
35.32'
HL5
N 18001'44"
W
29.39'
HL6
N 04058'22"
E
17.45'
HL7
N 42043119"
E
17.74'
HL8
S 79033'36"
E
12.92'
HL9
S 64004'17"
W
26.59'
HL10
S 68010'23"
W
21.04'
HL11
N 37030'05"
W
42.00'
HL12
S 17056'19"
W
14.96'
HL13
N 65044'14"
W
37.70'
HL14
N 58043'19"
W
21.76'
HL15
N 69033'26"
W
12.50'
HL16
N 85045'19"
W
25.88'
HL17
S 08009'32"
W
29.65'
HL18
S 03044'35"
E
49.12'
HL19
S 36041'36"
W
25.37'
HL20
N 51033'05"
W
28.31'
HL21
N 8003913" W
33.79'
HL22
S 63003'24"
W
30.56'
HL23
N 29012'21"
W
27.20'
HL24
S 59017'02"
W
18.14'
HL25
S 16036'43"
W
7.88'
HL26
S 60025'50" W
59.95'
HL27
S 09039'02" W
21.83'
HL28
S 36049'07" E
20.30'
HL29
N 29041'41"
W
27.16'
HL30
N 61023'53" W
10.20'
HL31
N 71038448"
W
14.78'
HL32
N 81024'10"
W
9.47'
HL33
S 88059'10"
W
37.07'
HL34
S 23045'05"
E
18.50'
HL35
N 29041'15"W
11.73'
HL36
S 51024'09" E
9,11'
LINE
BEARING
DISTANCE
DISTANCE
SLI
S 01055'31"
W
9.16'
SL2
S 84023'45"
E
27.96'
SL3
N 72010'01"
E
66.07'
SL4
S 11011'01"
W
72.11'
SL5
S 78048'59"
E
12.57'
SL6
S 82045'38" E
25.22'
LINE
BEARING
DISTANCE
DISTANCE
WLI
S 6203447"
E
6.75'
WL2
S 27025'13"
W
8.26'
WL3
N 82031'46"
E
0.82'
WL4
S 37029'44"
E
5.30'
WL5
N 52030'16"
E
7.23'
WL6
N 42040'51"
W
0.83'
WL7
N 47019'09"
E
13.05'
WL8
N 71040'51" E
1.62'
LINE
BEARING
DISTANCE
DL1
N 56004'57" E
36.98'
DL2
S 84029'37" E
27.06'
DL3
S 07005'24" E
59.14'
nADr. o\TKAPRO nWTNTFRGREEN FARM\Phase II Subdivision Plat\Phase IIA Subdivision Plat\8560-RP-PIIA-7-6-17.dwg, Oce PlotWave 350 - WPD2
LEGEND:
IF = IRON ROD FOUND
SBL -80 = FRONT SETBACK LINE WHERE LOT MEETS THE 80' MINIMUM FRONTAGE
SBL -100 = FRONT SETBACK LINE WHERE LOT MEETS THE 100' MINIMUM FRONTAGE
SBL (F) = FRONT SETBACK LINE
SBL (R) = REAR SETBACK LINE
SBL (S) = SIDE SETBACK LINE
EASEMENT LEGEND:
EXISTING EASEMENTS:
AE -X VAR = VARIABLE WIDTH PUBLIC ACCESS EASEMENT (COUNTY)
DB 4917 PG 1-24
AE1-X 17 = 17' PUBLIC ACCESS EASEMENT (COUNTY)
DB 4657 PG 436-452
HME VAR = VARIABLE WIDTH HOA MAINTENANCE EASEMENT (HOA)
DB 4917 PG 1-24
LE -X 10 = 10' LANDSCAPING AND SIGNAGE EASEMENT (HOA)
DB 4917 PG 1-24
MGE-X VAR = VARIABLE WIDTH MITIGATION EASEMENT (COUNTY)
DB 4842 PG 50-67
PDE -X 20 = 20' PRIVATE STORM DRAINAGE EASEMENT (HOA)
DB 4917 PG 1-24
SSE4-X 20 = 20' ACSA SANITARY SEWER EASEMENT
DB 4917 PG 1-24
SLE5-X 10 = 10' SANITARY SEWER LATERAL EASEMENT (LOTS 52 AND 54)
DB 4917 PG 1-24
SSE6-X 20 = 20' ACSA SANITARY SEWER EASEMENT
DB 4657 PG 423
SSE7-X 20 = 20' ACSA SANITARY SEWER EASEMENT
DB 1226 PG 641
SSE8-X VAR = VARIABLE WIDTH SANITARY SEWER EASEMENT
DB 4917 PG 1-24
STE-X VAR = VARIABLE WIDTH PUBLIC STORM DRAINAGE EASEMENT (COUNTY)
DB 4917 PG 1-24
TCE-X VAR = VARIABLE WIDTH ACSA TEMPORARY CONSTRUCTION EASEMENT
DB 4657 PG 423
WCE-X VAR = VARIABLE WIDTH WPO #201500098 RESTRICTIVE CONSERVATION AREA EASEMENT (COUNTY)
DB 4842 PG 50-67
WE -X 20 : RWSA WATER LINE EASEMENT
DB 1047 PG 718
NEW EASEMENTS:
AE VAR = VARIABLE WIDTH PUBLIC ACCESS EASEMENT (COUNTY)
BL = BASELINE
CL = CENTERLINE
HME VAR = VARIABLE WIDTH HOA MAINTENANCE EASEMENT (HOA)
LE 10 =10' LANDSCAPING AND SIGNAGE EASEMENT (HOA)
PDE VAR = PRIVATE STORM DRAINAGE EASEMENT (HOA)
SDE VAR = VARIABLE WIDTH SIGHT DISTANCE EASEMENT (COUNTY)
SLE 10 = 10' SANITARY SEWER LATERAL EASEMENT (LOT 49 AND FUTURE LOTS)
SLE VAR = VARIABLE WIDTH SANITARY SEWER LATERAL EASEMENT (LOT 69)
SSE 20 = 20' ACSA SANITARY SEWER EASEMENT
SSE VAR = VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT
STE-VAR = VARIABLE WIDTH PUBLIC STORM DRAINAGE EASEMENT (COUNTY)
WE 20 = 20' ACSA WATERLINE EASEMENT
WE VAR = VARIABLE WIDTH ACSA WATERLINE EASEMENT
HATCH LEGEND:
= 30' PRESCRIPTIVE RIGHT-OF-WAY
= VARIABLE WIDTH MITIGATION EASEMENT
DB 4842 PG 50-67
VARIABLE WIDTH WPO #201500098 RESTRICTIVE CONSERVATION AREA EASEMENT
DB 4842 PG 50-67
=DENOTES NON RESTRICTIVE COMMON OPEN SPACE
= DENOTES RESTRICTIVE - WPO CONSERVATION AREA COMMON OPEN SPACE
= DENOTES TREE PRESERVATION AREA PER THE LANDSCAPING PLAN FOUND IN THE
PLAN PREPARED BY COLLINS ENGINEERING ENTITLED "WINTERGREEN FARM FINAL
ROAD PLAN," DATED SEPTEMBER 15, 2015 AND LAST REVISED JULY 5, 2016.
lore
Lic. No.2976
<94"O S U wj'E� .
TABLES AND TABULATIONS
PREPARED BY: D. JORDAN
SUBDIVISION PLAT
PHASE IIA
WINTERGREEN FARM
SAMUEL MILLER DISTRICT
ALBEMARLE COUNTY VIRGINIA
Ohl?) SCALE:
30, 2017 SHEET
SCALE: NA 8 OF 8
REV: OCTOBER 10, 2017 FILE: 8560
E