HomeMy WebLinkAboutSUB201600044 Plan - Approved 2016-07-15VICINITY MAP (1" = 1000'±) COURTESY GOOGLE MAPS
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 TAX MAP PARCELS 56-36 & 56-36A, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER
THE DATE OF THIS PLAT USING MONUMENT'S FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE
EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT T4 NOTE 1.
4. FOR TAX MAP PARCEL 56-35, THIS PLAT BASED ON PLAT OF SURVEY RECORDED AT D.B. 3838, PG. 595. NO NEW
BOUNDARY SURVEY PERFORMED AS A PART OF WORK FOR THIS PARCEL OTHER THAN PORTION BOUNDING TMP 56-36.
THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1.
5. 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 51003CO237D, EFFECTIVE DATE 2/4/2005, EXCEPT FOR AREAS SHOWN HEREON
SHEET V2. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, N4 ELEVATION STUDY HAS BEEN PERFORMED AS A
PORTION OF THIS PROJECT.
6. THESE PARCELS ARE ZONED RI --RESIDENTIAL.
7. ALL NEW PUBLIC STREET RIGHT—OF—WAYS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE.
8. ONLY ONE DWELLING UNIT PER PARCEL.
9. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
10. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL—FORESTAL DISTRICT.
11. THESE PARCELS LIE WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED.
12. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF
ALBEMARLE COUNTY.
13. THE NEW LOTS AS SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER.
14. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON
THE SUBJECT PROPERTY.
15. OPEN SPACE PARCELS TO BE OWNED & MAINTAINED BY CHESTERFIELD LANDING H.O.A.
16. THE MINIMUM BUILDABLE LOT SIZE FOR THIS DEVELOPMENT IS 20,000 SF (0.459 AC.).
17. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED.
18. FOR PORTIONS OF TMP 56-36 AND 56-35, BOUNDARY FOLLOWS CENTERLINE LICKINGHOLE CREEK AS IT MEANDERS.
COURSES SHOWN FOR BOUNDARY AND AREA CLOSURE PURPOSES ONLY. AREAS MAY VARY AS CREEK IS LOCATED, AND
ARE SHOWN APPROXIMATED.
19. ALL ACSA WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS.
20. THE MINIMUM BUILDING SETBACKS ARE:
FRONT - 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY
SIDE - NONE, 10' MINIMUM BUILDING SEPARATION
REAR - 20'
FRONT LOADING GARAGE: 18 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE
RIGHT-OF-WAY
SIDE LOADING GARAGE: 5 FEET FROM THE RIGHT--OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE
RIGHT-OF-WAY
R-1 DENSITY CALCULATION
STANDARD DENSITY 0.97 DUA
BONUS FACTOR 13.4.1 = 5%
BONUS FACTOR 13.4.2
TOTAL BONUS DENSIIY EAQTOR = 30% = 0.291 DUA
MAXIMUM DENSITY ALLOWED = 1.261 DUA
PERMITTED DENSITY = DEVELOPMENT AREA X MAX DENSITY
= 20.926 AC X 1.261 = 26 UNITS
] x,4.1: A 5% IS ALLOWED FOR PROVISION OF SIGNIFICANT
LANDSCAPING IN THE FORM OF STREET TREES WITH A
PERMANENT EASEMENT.
13.4•x. A 10% BONUS FACTOR IS ALLOWED IN ACCORDANCE
WITH SECTION 13.4.2 OF THE ZONING ORDINANCE FOR
SERVING LOTS WITH AN INTERNAL ROAD SYSTEM WHICH IS
THE SOLE ACCESS TO THE EXISTING STATE -MAINTAINED
ROAD SYSTEM. A 15% BONUS FACTOR IS ALLOWED FOR
DEDICATION OF LAND TO THE COUNTY PARKS SYSTEM.
STATEMENT OF CONSENT TO DIVISION
(TMP 56-35)
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING
RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE
COUNTY IN DEED BOOK 4054, PAGE 216, ALSO KNOWN AS TAX MAP 56
PARCEL 35, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
LUCKY CREEK, LLC (AGENT/REPRESENTATIVE)
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
ON BEHALF OF LUCKY CREEK, LLC
THIS a DAY OF L�V��_ 201�10
NO.. ❑ �'�
MY COMMISSION EXPIRES•
lYodrrryy Publk
Reg #101487
Commonwealth of
Ly
Corumiasiai Expires acin11
? REGISMAJO ,Ira. = -
7221140
Nnr c zo i g -
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's 56-36 & 56-36A
THE LAND SHOWN WAS OBTAINED BY SM CHARLOTTESVILLE, LLC BY DEED DATED
9/4/2015 AND RECORDED AT D.B. 4670 PG. 346, AND TO THE BEST OF MY
KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS.
STATEMENT OF TITLE TMP 56-35
THE LAND SHOWN WAS OBTAINED BY LUCKY CREEK, LLC BY DEED DATED
6/30/2011 AND RECORDED AT D.B. 4054 PG. 216, AND TO THE BEST OF MY
KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS.
AREA SUMMARY
ORIGINAL AREA TMP 56-36
ORIGINAL AREA TMP 56-36A
ORIGINAL AREA TMP 56-35
PARCEL A TO TMP 56-35
PARCEL B TO TMP 56-36
PARCEL C TO TMP 56-35
ADJUSTED AREA TMP 56--36
ADJUSTED AREA TMP 56-35
18.437 AC±
(SEE NOTE 15)
3.098 AC
EXISTING BOUNDARY CONDITIONS
32.129 AC±
(SEE NOTE 15)
1.059 AC
SUBDIVISION PLAT
1.116 AC
SUBDIVISION PLAT
0.666 AC
EASEMENTS
20.926 AC±
(SEE NOTE 15)
32.738 AC±
(SEE NOTE 15)
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VICINITY MAP (1" = 1000'±) COURTESY GOOGLE MAPS
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 TAX MAP PARCELS 56-36 & 56-36A, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER
THE DATE OF THIS PLAT USING MONUMENT'S FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE
EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT T4 NOTE 1.
4. FOR TAX MAP PARCEL 56-35, THIS PLAT BASED ON PLAT OF SURVEY RECORDED AT D.B. 3838, PG. 595. NO NEW
BOUNDARY SURVEY PERFORMED AS A PART OF WORK FOR THIS PARCEL OTHER THAN PORTION BOUNDING TMP 56-36.
THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1.
5. 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 51003CO237D, EFFECTIVE DATE 2/4/2005, EXCEPT FOR AREAS SHOWN HEREON
SHEET V2. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, N4 ELEVATION STUDY HAS BEEN PERFORMED AS A
PORTION OF THIS PROJECT.
6. THESE PARCELS ARE ZONED RI --RESIDENTIAL.
7. ALL NEW PUBLIC STREET RIGHT—OF—WAYS SHOWN HEREON ARE HEREBY DEDICATED TO PUBLIC USE.
8. ONLY ONE DWELLING UNIT PER PARCEL.
9. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
10. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL—FORESTAL DISTRICT.
11. THESE PARCELS LIE WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED.
12. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF
ALBEMARLE COUNTY.
13. THE NEW LOTS AS SHOWN WILL BE SERVICED BY PUBLIC WATER AND SEWER.
14. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON
THE SUBJECT PROPERTY.
15. OPEN SPACE PARCELS TO BE OWNED & MAINTAINED BY CHESTERFIELD LANDING H.O.A.
16. THE MINIMUM BUILDABLE LOT SIZE FOR THIS DEVELOPMENT IS 20,000 SF (0.459 AC.).
17. ALL NEW PROPERTY CORNERS ARE TO BE MONUMENTED WITH IRON PINS UNLESS OTHERWISE NOTED.
18. FOR PORTIONS OF TMP 56-36 AND 56-35, BOUNDARY FOLLOWS CENTERLINE LICKINGHOLE CREEK AS IT MEANDERS.
COURSES SHOWN FOR BOUNDARY AND AREA CLOSURE PURPOSES ONLY. AREAS MAY VARY AS CREEK IS LOCATED, AND
ARE SHOWN APPROXIMATED.
19. ALL ACSA WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS.
20. THE MINIMUM BUILDING SETBACKS ARE:
FRONT - 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY
SIDE - NONE, 10' MINIMUM BUILDING SEPARATION
REAR - 20'
FRONT LOADING GARAGE: 18 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE
RIGHT-OF-WAY
SIDE LOADING GARAGE: 5 FEET FROM THE RIGHT--OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE
RIGHT-OF-WAY
R-1 DENSITY CALCULATION
STANDARD DENSITY 0.97 DUA
BONUS FACTOR 13.4.1 = 5%
BONUS FACTOR 13.4.2
TOTAL BONUS DENSIIY EAQTOR = 30% = 0.291 DUA
MAXIMUM DENSITY ALLOWED = 1.261 DUA
PERMITTED DENSITY = DEVELOPMENT AREA X MAX DENSITY
= 20.926 AC X 1.261 = 26 UNITS
] x,4.1: A 5% IS ALLOWED FOR PROVISION OF SIGNIFICANT
LANDSCAPING IN THE FORM OF STREET TREES WITH A
PERMANENT EASEMENT.
13.4•x. A 10% BONUS FACTOR IS ALLOWED IN ACCORDANCE
WITH SECTION 13.4.2 OF THE ZONING ORDINANCE FOR
SERVING LOTS WITH AN INTERNAL ROAD SYSTEM WHICH IS
THE SOLE ACCESS TO THE EXISTING STATE -MAINTAINED
ROAD SYSTEM. A 15% BONUS FACTOR IS ALLOWED FOR
DEDICATION OF LAND TO THE COUNTY PARKS SYSTEM.
STATEMENT OF CONSENT TO DIVISION
(TMP 56-35)
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING
RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE
COUNTY IN DEED BOOK 4054, PAGE 216, ALSO KNOWN AS TAX MAP 56
PARCEL 35, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
LUCKY CREEK, LLC (AGENT/REPRESENTATIVE)
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
ON BEHALF OF LUCKY CREEK, LLC
THIS a DAY OF L�V��_ 201�10
NO.. ❑ �'�
MY COMMISSION EXPIRES•
lYodrrryy Publk
Reg #101487
Commonwealth of
Ly
Corumiasiai Expires acin11
? REGISMAJO ,Ira. = -
7221140
Nnr c zo i g -
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's 56-36 & 56-36A
THE LAND SHOWN WAS OBTAINED BY SM CHARLOTTESVILLE, LLC BY DEED DATED
9/4/2015 AND RECORDED AT D.B. 4670 PG. 346, AND TO THE BEST OF MY
KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS.
STATEMENT OF TITLE TMP 56-35
THE LAND SHOWN WAS OBTAINED BY LUCKY CREEK, LLC BY DEED DATED
6/30/2011 AND RECORDED AT D.B. 4054 PG. 216, AND TO THE BEST OF MY
KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS.
AREA SUMMARY
ORIGINAL AREA TMP 56-36
ORIGINAL AREA TMP 56-36A
ORIGINAL AREA TMP 56-35
PARCEL A TO TMP 56-35
PARCEL B TO TMP 56-36
PARCEL C TO TMP 56-35
ADJUSTED AREA TMP 56--36
ADJUSTED AREA TMP 56-35
18.437 AC±
(SEE NOTE 15)
3.098 AC
EXISTING BOUNDARY CONDITIONS
32.129 AC±
(SEE NOTE 15)
1.059 AC
SUBDIVISION PLAT
1.116 AC
SUBDIVISION PLAT
0.666 AC
EASEMENTS
20.926 AC±
(SEE NOTE 15)
32.738 AC±
(SEE NOTE 15)
SUBDIVISION OF ADJUSTED TMP 56-36:
LOTS ...................................... 11.573 AC (25 LOTS)
PUBLIC R/W .......................... 1.257 AC
OPEN SPACES 1 & 3 (PRIVATE) 4.599 AC
OPEN SPACE 2 (PUBLIC)....... 3.497 AC
TOTAL .................................. 20.926 AC
COUNTY APPROVAL
A OR THE BOARD OF SUPERVISORS _ DA
STATEMENT OF CONSENT TO DIVISION
(TMP's 56-36 & 56-36A)
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING
RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE
COUNTY IN DEED BOOK 4670, PAGE 346, ALSO KNOWN AS TAX MAP 56
PARCELS 36 & 36A, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
SM CHMOTTESVILLE, LLC (AGENT/REPRESENTATIVE)
STATE OF VIRGINIA
E C:4�11 ..4 c iv., [ mss,,: lit
TO WI : THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
BY r► ,-) C .a w A A1�-------------
ON BEHALF OF SM CHARLOTTESVILLE, LLC
TH AY Oma__ 20L(,e
rY Ov---- N0.1
MY COMMISSION EXPIRES: 10131hl
SHEET INDEX
V1
COVER SHEET
V2
EXISTING BOUNDARY CONDITIONS
V3
BOUNDARY ADJUSTMENT
V4
SUBDIVISION PLAT
V5
SUBDIVISION PLAT
V6
EASEMENTS
V7
EASEMENT TABLES
1
U KRISTOPHER C. WINTERS a
No. 2492 ;
_ SUR
PROJECT NO: 8632
SHEET NO:
v 1
1 OF 7
DATE: JANUARY 21, 2016
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PROJECT NO: 8632
SHEET NO:
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1 OF 7
DATE: JANUARY 21, 2016
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PROJECT NO: 8632
SHEET NO:
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1 OF 7
DATE: JANUARY 21, 2016
LEGEND
SBL
BUILDING SETBACK LINE
IPF
IRON PIN FOUND
TMP
TAX MAP PARCEL
DB
DEED BOOK
R/W
RIGHT -OF --WAY
SF
SQUARE FEET
AC
ACRES
N/F NOW OR FORMERLY
Line Table
Line
Direction
Length
Ll
S 38'01'11" E
22.05'
L2
S 68'41'45" E
49.17'
L3
S 43'56'45" E
41.74'
L4
S 7823'40" E
94.22'
L5
N 751428" E
107.60'
L6
N 6113'42" E
93.67'
L7
N 73'49'16" E
44.24'
L8
S 5515'36" W
26,88'
L9
S 12'42'33" E
84,70'
L10
S 83'11'25" W
25,84'
1-11
S 23'05'38 W
22.08'
L12
S 39'24'39" W
29.18'
L13
S 06'50'53" W
52.24'
L14
S 60'08'23" W
62.69'
L15
S 2842'20 E
19.77'
L16
S 50'39'36" W
70.07'
TMP 55-37
N/F ANN C. STANLEY, TRUSTEE ,1
U/T ANN C. STANLEY REVOCABLE TRUST
D.B. 4563 PG. 539 IPF @ 966.51'
D.B. 984 PC. 65 (PLAT) IPF @ 876.64'
nom, IPF @ 12.64'
N 02'48'27"E
108.65' 5.261
' 47
f .�
.P, Q
s IPF
IPF
S C
n ,
�yEApOWS DR
1
I
N28'16'10"E
39.46'
N65 �9.yg"F.
IPF @ 456.40'
TMP 56-36A
3.098 AC.
9 �Q
A S52'40'58"E
90.48'
i -APPROXIMATE LOCATION CENTERLINE LICKINGH41-E CREEK
S15'53'14"E
133.97'
�Z}5`"
S51 *32'55"W
` 111.88'
N IPF
jSSMH S18'22'58"W
\�\ 75.13'
519'24'15"E
r s '•` 102.35'
S40'49'10"E
166.69'
TMP 5G-36
18.437 AC. f
(SEE NOTE 18)
FROM POINTS "A" TO "B", BOUNDARY
FOLLOWS CENTERLINE LICKINGHOLE
CREEK AS IT MEANDERS.
COURSES SHOWN FOR BOUNDARY AND
AREA CLOSURE PURPOSES ONLY.
(SEE NOTE 18)
TMP 55-35i
N/F TERRY L. CHERYL L. PLUMMER
D.B. 4573 PG. 629
63 S79 53 31"
` ,�� r 991 198.64E N78'45 25
1 11 APPROxIMATE LOCATION
I
TMP 55H -01-A4
N/F ALBEMARLE COUNTY
1 D.B. 3386 PG. 412
I
r
L� N83'13'241, -�--�
184.67'
30' RWSA SANITARY �9�;-- 65.98' 286 42 `j L4 L8
SEWER EASEMENT SSMH B 100 YEAR FLOOD LIMIT STREAM BUFFER
%(D.B. 829 PG. 41) IPF @ 25.14' (SEE NOTE 12)
d o ! AS SHOWN ON PLANS FOR CHESTERFIELD
N } - LANDING SUBDIVISION BY SHIMP ENGINEERING,
C-4 a LAST REVISION DATED 1/7/2016
441.77'
N76'02'26"E S87'07'06"W IPF -----------
�--
6.34' 24" STUMP
79•�3'08� g82 e6 --- TMP 56-35
s 32.129 AC.f
BOUNDARY FOR TMP 56-35 BASED ON (SEE NOTE 18)
PLAT OF SURVEY RECORDED AT D.B. 3838,
PG. 595. NO NEW BOUNDARY SURVEY
PERFORMED AS A PART OF WORK FOR
THIS PARCEL OTHER THAN PORTION
BOUNDING TMP 56-36.
(SEE NOTE 18)
IV7779Q7"W
390.70,
5,� ,36"W
�$ N25'03'27'W__,/
TMP 56-35E 121.89'
N/F ROY LESTER OR PAMELA SUE TOMBS
D.B. 823 PG. 580
Curve Table
N
Length
�
Delta
N�
Chord
Chord Bearing
0
227.81'
444.17'
29'23'08"
116.47'
225.32'
N 13'34'35" E
C2
227.59'
1652.81'
I
TMP 55H -01-A4
N/F ALBEMARLE COUNTY
1 D.B. 3386 PG. 412
I
r
L� N83'13'241, -�--�
184.67'
30' RWSA SANITARY �9�;-- 65.98' 286 42 `j L4 L8
SEWER EASEMENT SSMH B 100 YEAR FLOOD LIMIT STREAM BUFFER
%(D.B. 829 PG. 41) IPF @ 25.14' (SEE NOTE 12)
d o ! AS SHOWN ON PLANS FOR CHESTERFIELD
N } - LANDING SUBDIVISION BY SHIMP ENGINEERING,
C-4 a LAST REVISION DATED 1/7/2016
441.77'
N76'02'26"E S87'07'06"W IPF -----------
�--
6.34' 24" STUMP
79•�3'08� g82 e6 --- TMP 56-35
s 32.129 AC.f
BOUNDARY FOR TMP 56-35 BASED ON (SEE NOTE 18)
PLAT OF SURVEY RECORDED AT D.B. 3838,
PG. 595. NO NEW BOUNDARY SURVEY
PERFORMED AS A PART OF WORK FOR
THIS PARCEL OTHER THAN PORTION
BOUNDING TMP 56-36.
(SEE NOTE 18)
IV7779Q7"W
390.70,
5,� ,36"W
�$ N25'03'27'W__,/
TMP 56-35E 121.89'
N/F ROY LESTER OR PAMELA SUE TOMBS
D.B. 823 PG. 580
Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
Cl
227.81'
444.17'
29'23'08"
116.47'
225.32'
N 13'34'35" E
C2
227.59'
1652.81'
7'53'23"
113.98'
227.41'
N 05'03'37" W
C3
190.78'
1255.63'
8'42'19"
95.57'
190.59'
N 13'21'28" W
C4
22.95'
313.40'
411'43"
11.48'
22.94'
N 00'42'36" E
C5
46.29'
130.91'
20'15'34"
23.39'
46.05'
N 07'19'20" W
6°�''�6 , N66S�58ryW
TMP 56-35C2
N/F JAMES H, RAMSAY
D.B. 1679 PG.688
TMP 56--35H
N/F KOSTAS J. ALIBERTIS
D.B. 1523 PC. 79
1-11
L12 1
L13
L15-._.9CjNN
�• 1
/ 1
/ TMP 56-108A
N/F JUDITH S. HERRING
D.B. 666 PG. 109
11 0 200 400 611
11
0
TMP 56F -01-A
N/F CORY FARM
HOMEOWNERS ASSOCIATION, INC
D.B. 1597 PG. 209
OP
1
U KRIST PHER C. WINTERS
No. 2492
41- ie o
PROJECT NO: 8632
SHEET NO:
V2
2OF7
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41.44'
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84.40'
L18
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81.34'
L26
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84.00'
L19
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38.44'
L27
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84.09'
L20
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10.68'
L28
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84.81'
L21
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50.23'
L29
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84.96'
L22
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50.23'
L30
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84.08'
L23
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50.23'
L31
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114.63'
L24
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50.23'
TMP 56-35 (ADJUSTED)
32.738 AC f
(SEE NOTE 18)
N665858
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N/F JAMES H. RAMSAY
D.B. 1679 PG.688
L11
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L13-
L15
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Q.B. 666 PG. 109
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No. 2492
PROJECT NO: 8632
SHEET N0:
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4 of 7
DATE:
JANUARY 21, 2015
SCALE: 1"=
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Curve Table
Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C6
243.43'
378.00'
36'53'52"
126.10'
239.24'
N 2015'27" W
C15
137.49'
1018.00,
7'44'18"
68.85'
137.38'
N 70'38'30" E
C7
v
340.56
r
1502.00
12'59'28"171.01
/
i
339.83
1 n
S 08'1814 E
C16
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>
31.50
r n
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v
18.27
r
31.61
S 44'23'30"W
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1
26.40
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298.06
5'04'33"13.21
1
v
26.40
/ n
S 1215 42 E
C17
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31.06
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31.50
i n
56'30 04
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16.93
1
29.82
rr
S 77'14171E
C9
104.09'
1017.87'
5'51'33"
52.09'
104.05'
N 06'47'39" W
C18
132.63'
982.00'
7'44'18"
66.41'
132.53'
N 70'38'30" E
C10
104.46'
981.87'
6'05'43"
52.28'
104.41'
S 06'40'34" E
C19
363.83'
1218.00'
17'06'54"
183.28'
362.48'
S 75'19'48" W
C11
1
23.22
1
262.06
5'04'33"11.62
1
1
23.21
S 12'15'42"E
020
t
33.44
1
21.50
1 H
89.07 04
1
21.17
1
30.17
1 11
N 39'19 43 E
C12
178.94'
1538.00'
6'39'59"
89.57'
178.84'
S 11'27'59" E
C21
91.85'
1538.00'
3'25'18"
45.94'
91.84'
N 03'31'10" W
013
33.01'
21.50'
87'58'45"
20.75'
29.86'
S 52'07'22" E
C22
229.61'
342.00'
38'28'01
119.32'
225.32'
N 21'02'31" W
C14
353.08'
1182.00'
17'06'54"
177.86'
351.77'
S 7519'48" W
TMP 55-35i
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D.B. 4573 PC. 629
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LANDSCAPE 1 L46 ► L83 L86 ` DRAIN EASEMENT I 1 I ❑
EASEMENT / /r2p, LOT 2 (TYP) 2.55 41.40' r ' �L93 l L60 I 1 L61 a EL
LOT ? r r Q ❑ ❑
20' 1 L3$ _ . r 20' PUBLIC STORM ' ' ' S ORMWATER Lu Lu
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I 20' PUBLIC f L92 DRAIN EASEMENT ` G > > „
20 20 ACSA c� •MANAGEMENT w w
STORM DRAIN
PUBLIC WATER ► 1 EASEMENT E O�IJE 20PUBLIC STORM �, LOT 14 1 I TE) tEA5EMEN
STORM I EASEMENT / / �E�JAI Rl�� DRAIN EASEMENT a) ! L59 20' ACSA l { I } L / LL;
DRAIN 1 1 I �P p�18�'c WATER t I I/ o
EASEMENT L3139 L34 L47 ���' ' EASEMENT
L35 9' SIDEWALK & L68 L63
L53LANDSCAPE LOT 18 LOT 17 L67 % v L65
EASEMENT L64
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L44 PUBLIC 1 LOT 24 r _
LOT 22 �`+ 20 ACSA SANITARY rn i �
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STORM DRAIN L70 1 F4EASEMEN
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LANDSCAPE L51
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EASEMENT v w
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L50 .. �` PUBLIC USE} ! �, PROJECT NO:
8632
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GRADING AND 61p p3 *NOTE: ACCESS AND LANDSCAPE �<`` EASEMENT* ��t SHEET NO:
I CONSTRUCTION EASEMENT EASEMENT TO BE ABANDONED
TMP 56-35 UPON EXTENSION OF ROAD li,
ter' N/F LUCKY CREEK LLC GRADING AND I UKRISTOPHERC.WINTERSY
60 0 60 120 180 CONSTRUCTION EASEMENT No.2492
V6
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,•ter' D.B. 4054 PG. 216
6171016 '�
' 6 OF 7
D.B. 3838 PG. 598 (PLAT) SCALE: 1"=60' 589'42'07"E 108.98'
SCT DATE: JANUARY 21, 2015
Easement Line Table
Line
Direction
Length
Delta
L32
S 27'33'03" E
68.19'
C23
L33
N 15'29'21" W
25.16'
49.94'
L34
N 74'30'39" E
20.00'
111.31'
L35
S 15'29'21" E
25.07'
104.71'
L36
N 12'23'13" W
29.06'
27.50'
L37
N 0215'26" W
25.77'
N 65'42'32" W
L38
N 42'48'27" E
109.17'
168'26'01"
L39
N 00'42'36" E
19.96'
C27
L40
N 14'10'15" W
19.74'
17.55'
L41
N 14'10'15" W
101.20'
64.88'
L42
N 76'02'26" E
5.48'
58.76'
L43
N 1417'45" W
61.26'
27.50
L44
S 25'07'40" W
43.58'
N 60'49'34" W
L45
S 6549'39" W
188.90'
L46
S 13'29'58" E
141.44'
L47
S 02'07'58" E
39.04'
L48
S 02'07'58" E
39.04'
L49
S 13'28'48" E
189,13'
L50
N 76'31'07" E
227.73'
L51
N 6933'08" E
208.82'
L52
N 72'42'02" E
251.02'
L53
S 41'37'23" E
8.30'
L54
S 13'28'48" E
193.23'
L55
N 76'31'12" E
251.95'
L56
j N 69'33'45" E
169.29'
Easement Line Table
Line
Direction
Length
Delta
L57
N 78'40'18" E
157.85'
C23
L58
N 12'35'38„ E
54.94'
49.94'
L59
N 14'34'48" E
68.89'
111.31'
L60
N 83'53'15" E
96.94'
104.71'
L61
S 74'37'28" E
52.11'
27.50'
L62
N 15'22'32" E
10.00'
N 65'42'32" W
L63
S 21'09'26" E
59.50'
168'26'01"
L64
N 68'50'34 E
16.74'
C27
L65
N 68'50'34" E
15.53'
17.55'
L66
S 77'38'26" W
20.97'
64.88'
L67
S 12'21'34" E
20.00'
58.76'
L68
N 77'38'26" E
20.97'
27.50
L69
S 05'41'05" E
55.10'
N 60'49'34" W
L70
S 08'22'37" E
48.77'
L71
S 13'05'35" E
37.39'
L72
N 72'42'02" E
11.83'
L73
N 62'07'30" E
124.05'
L74
N 06'00'33" W
374.84'
L75
N 84'04'59" E
155.33'
L76
N 83'54'00" E
117.39'
L77
N 12'37'03" W
96.70'
L78
S 7627'49" W
26.07'
L79
S 76'27'49° W
14.17'
L80
S 01'30'46" E
184.98'
L81
S 82'40'45" W
301.83'
Easement Line Table
Line
Direction
Length
Delta
L82
N 4324'12" W
22.21'
C23
L83
S 12'47'33" E
21.16'
49.94'
L84
N 7655'14" E
20.00'
111.31'
L85
N 12'47'33° W
21.16'
104.71'
L86
N 06'22'56" W
8.90'
27.50'
L87
N 83'36'10" E
212.11'
N 65'42'32" W
L88
N 09'42'39" E
85.09'
168'26'01"
L89
N 09'42'39" E
93.94'
C27
L90
N 80'05'55" W
146.75'
17.55'
L91
S 4014'56" W
21.90'
64.88'
L92
N 06'22'56" W
7.52'
58.76'
L93
S 07'28'30" E
7.50'
27.50
L94
S 77'27'52" E
22.53'
N 60'49'34" W
L95
N 35'48'33" E
19.42'
L96
N 83'53'15" E
145.91'
L97
S 06'06'45" E
10.00'
L98
N 09'08'22" W
41.77'
L99
N 80'51'38" E
45.02'
L100
S 85'40'26" W
20.80'
Li 01
S 04'19'34" E
20.00'
L102
N 85'40'26" E
20.80'
L103
S 64'27'37" W
8.10'
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LOT 9O
LOT 13
LOT 14
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Easement Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C23
58.71'
27.50'
12219'17"
49.94'
48,18'
S 3412'48" W
C24
111.31'
92.50'
68'56'38"
63.51'
104.71'
N 60'54'07" E
C25
84.34'
27.50'
175'43'20"
736.32'
54.96'
N 65'42'32" W
C26
36.75'
12.50'
168'26'01"
123.42'
24.87'
S 62'03'52" E
C27
32.18'
32.50'
56'43'48"
17.55'
30.88'
N 05'21'13" E
C28
64.88'
42.50'
87'28'18"
40.66'
58.76'
S 20'43'28" W
C29
52.52'
27.50
109'25'39"
38.86'
44.90'
N 60'49'34" W
L=
LOT I I
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LOT 8
LOT 13
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EASEMENT I 1'Q 4
LOT 17
40 0 40 80 120
SCALE: 1"=40'
SITE DISTANCE EASEMENT DETAIL
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V7U ICRISTOPHER C. WINTERS
No. 2492
100 0 100 200 300 �%�G'7�rG ,�, 7 OF 7
SCALE: 1"=100' SUR DATE: JANUARY 29 2095