HomeMy WebLinkAboutSUB201700109 Plat 2018-04-27D 8 s0 (�o
Deis 389-�03
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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 PARCEL 56-36, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE 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. FOR TAX MAP PARCEL 56-108A, THIS PLAT HAS BEEN PREPARED FROM RECORD INFORMATION FOUND ON A PLAT OF
RECORD RECORDED AT D.B. 666 PG. 109 IN THE OFFICE OF THE CLERK OF CIRCUIT COURT OF ALBEMARLE COUNTY,
VIRGINIA. NO NEW BOUNDARY SURVEY PERFORMED FOR THIS PARCEL. COURSES SHOWN ARE BASED ON PLAT ANGLES AND
DISTANCES, AREA IS BASED ON RECORD PLAT INFORMATION. NEW COMBINED AREA FOR THIS PARCEL IS BASED ON RECORD
PLAT AREA PLUS SURVEYED RESIDUE OF TMP 56-36.
5. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE W FOR A 100
YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO237D, EFFECTIVE DATE 2/4/2005, EXCEPT FOR AREAS SHOWN HEREON
SHEET V2, AS SHOWN ON PLANS FOR CHESTERFIELD LANDING SUBDIVISION BY SHIMP ENGINEERING, LAST REVISION DATED
1/7/2016. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A
PORTION OF THIS PROJECT.
6. THESE PARCELS ARE ZONED R1-RESIDENTIAL,
7. ALL NEW PUBLIC STREET RIGHT-OF-WAYS SHOWN HEREON ARE HEREBY DEDICATED TO ALBEMARLE COUNTY FOR 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. ALL ACSA WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS.
19. 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 PROGRM 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).
20. THE MINIMUM BUILDING SETBACKS ARE:
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
SIDE - NONE, 10' MINIMUM BUILDING SEPARATION
REAR - 20'
EXTERIOR ROADS - 25'
R-1 DENSITY CALCULATION
STANDARD DENSITY = 0.97 DUA
BONUS FACTOR 13.4.1 = 5% = 0.0485 DUA
MAXIMUM DENSITY ALLOWED = 1.0185 DUA
PERMITTED DENSITY = DEVELOPMENT AREA X MAX DENSITY
= 17.700 AC X 1,0185 = 18 UNITS
13.4.1: A 5% IS ALLOWED FOR PROVISION OF SIGNIFICANT
LANDSCAPING IN THE FORM OF STREET TREES WITH A
PERMANENT EASEMENT.
STATEMENT OF CONSENT TO DIVISION
(TMP's 56M-15)
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 4953, PAGE 553, ALSO KNOWN AS TAX MAP 56M
PARCEL 15, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
(HOA CONTROL) (AGENT/REPRESENTATIVE)
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
BY 5Cn4t Corku. (o
ON BEHALF OF SM CHARLOTTESVILLE, LLC
THIS Aa DAY OF Aar:I 20il
NO. q UD ip
VV KRISTIN ASHLEY PROFFITT
MY COMMISSION EXPIRES: Stet 3u1 c�0 1 REGISTRATIOPUBLIC74076
COMMONWEALTH OF VIRGINIA
MY COMMISSION EXPIRES
SEPTEMBER 30. 2021
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 4968, PAGE 476, 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.
SM CHARLOTTESM4 LLC (AGENT/REPRESENTATIVE).
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
BY Sr ni-+ C-Gr LSO t1
ON BEHALF OF SM CHARLOTTESVILLE, LLC
THIS 2LD. DAY OF _As9r;1 2011
11LAb& QaNO. '1t11KOt1L
MY COMMISSION EXPIRES: tf Obr( 301 QCA1
E
STIN ASHLEY PROFFITTNOTARY PUBLIC
EGISTRATIONX7714076
MONWEALTH OF VIRGINIA COMMISSION EXPIRES
SEPTEMBER 30,2027
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 56M—C
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 SM CHARLOTTESVILLE, LLC BY DEED DATED
10/05/2017 AND RECORDED AT D.B. 4968 PG. 476, AND TO THE BEST OF MY
KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS.
STATEMENT OF TITLE TMP's 56M-15
THE LAND SHOWN WAS OBTAINED BY BRIAN R & STEPHANIE N MELE BY DEED
DATED 8/30/2017 AND RECORDED AT D.B. 4953 PG. 553, AND TO THE BEST OF
MY KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS.
ORIGINAL AREA TMP 56-35 17.700 AC
LOTS ...................................... 8,386 AC (18 LOTS)
PUBLIC R/W .......................... 0.764 AC
OPEN SPACES (PRIVATE) 0.430 AC
SWM FOREST AND OPEN SPACE.. 8.120 AC
TOTAL .................................. 17.700 AC
COUNTY APPROVAL
Apt-9 D,,'* 41z�llal
AG FOR THE BOARD OF SUPERVISORS DAlt
STATEMENT OF CONSENT TO DMSION
(TMP's 56M—C)
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 4788, PAGE 244, ALSO KNOWN AS TAX MAP 56M
PARCELS 14 & 15, ACCORDING TO COUNTY RECORDS, IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIETORS AND TRUSTEES, IF ANY.
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
ON BEHALF OF SM CHARLOTTESVILLE, LLC
THISS�ojj1C DAY OF _r mil-- 22�0--U
�./��_ EKRISTINEY PROFITT PUBLIC
NQ•-N q7714076
TH OF VIRGINIA
MY COMMISSION EXPIRES: �±e&I �t, 3U, 610 1 RES
R3000MMISSION E2021
SHEET INDEX
V1
COVER SHEET
V2
EXISTING BOUNDARY CONDITIONSV3SUBDIVISION
OVERALL
V4
SUBDIVISION OF LOTS 1
C.WINTERSaV5
SUBDIVISION OF LOTS 2
2492
Q
V6
EASEMENTS 1V7
EASEMENTS 2R��
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PROJECT NO: 8632
SHEET NO:
v 1
1 OF 7
DATE: MAY 17, 2017
CHESTERFIELD LANDING SUBDIVISION \
N D.B. 4788 PG. 244 ) \
- - \ TMP 56M-B
\ aD TE VASE DRIVE (D•5. 4788 PG. 244 \ OPEN SPACE
p jr
c t TMP 56M-14
LOT 15
/ 100 YEAR FLOOD LIMIT
00 11 / - - & STREAM BUFFER
CO ��� (SEE NOTES 5 & 12)
l �+
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�" ^ / TMP 56M-C
TMP 56M-15 1/ OPEN SPACE a�
1 1 ro 1 1 1 1 cp LOT 15 �v
EXISTING 20' PUBLIC
1 1 0 11 U 1 DRAINAGE EASEMENT
ro 1 N . 11 w D.B. 4788 PG. 244,„ IPF TMP 56M-16
IPF 0LOT 16
IPF EXISTING 20' ACSA I � N.=n
- IPF,, IPF 0 169.15' \
L /- SEWER EASEMENT .E 387.29
IPF 1` IPF---- D.B. 4788 PG, 244 N79''t 126�-- o �\
IPF \ I
J GRADING &CONSTRUCTION
EASEMENT HEREBY VACATED
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9
1
LEGEND
IPF IRON PIN FOUND
TMP TAX MAP PARCEL 1
DB DEED BOOK
R/W RIGHT-OF-WAY
AC ACRES
N/F NOW OR FORMER
TMP 55-351
N/F TERRY L. CHERYL L. RLOMMER
D.6:,4573 PG. 629
198.64
r
II
100 YEAR FLOOD LIMIT
(SEE NOTE 5)
q 2D'
/ \ / STREAM BUFFER PER COUNTY GIS
(SEE NOTE 12)
L13--J ��g v L15 L16
STREAM BUFFER PER COUNTY GIS 43 TMP 56-108A
(SEE NOTE 12) i '� / COSN9 N/F JUDITH S. HERRING
TMP 56-35 / D.B. 4968 PG. 408 IPF
1
7.700 AC , EXISTING I
POND
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6105�
i
TMP 56-35E
\"IPF @ 664.08' N/F ROY LESTER OR PAMELA SUE TOMBS
)F
D.B. 823 PG. 580
i
TEMPORARY TURNAROUND
EASEMENT HEREBY VACATED
i
7� 39070' �,--IPF BENT
-A
TMP 56-35H
N/F KOSTAS J. ALIBERTIS
D.B. 1523 PG. 79
/ IPF
i
/
Line Table
Line Table
Line Table
Line Table
Line
Direction
Length
Line
Direction
Length
Line
Direction
Length
Line
Direction
Length
L1
S
75'31'53"
E
114.63'
L16
S 78*56'13"
E
41.44'
L31
S 60'08'23"
W
62.69'
L65
S 76'00'44" E
27.23'
L2
N
73'57'00"
E
84.08'
L17
S 38'01'11"
E
22.05'
L32
S 28'42'20"
E
19.77'
L66
N 63'52'46" E
46.83'
L3
N
6754'59"
E
84.96'
L18
S 68'41'45"
E
49.17'
L34
N 28'16'10"
E
39.46'
L67
N 05'20'44" W
51.49'
L4
N
68'35'12"
E
84.81'
L19
S 43'56'45"
E
41.74'
L53
S 46'36'36"
W
68.70'
L68
S 86'07'44" E
33.06'
L5
N
7353'20"
E
84.09'
L20
S 7823'40"
E
94.22'
L54
S 35'42'16"
W
74.35'
L69
N 50'39'36" E
54.91'
L6
N
76'44'25"
E
84.00'
L21
N 75'14'28"
E
107.60'
L55
S 26'04'06"
W
72.02'
L7
N 82'04'45" E
84.40'
L22
N 61'13'42" E
93.67'
L56
S 16'02'16" W
51.08'
L8
S 13'28'48" E
103.20'
L23
N 73'49'16" E
44.24'
L57
S 01'49'06" W
56.37'
L9
S 04'45'06" E
50.23'
L24
N 8313'24" E
184.67'
L58
S 81'49'16" W
10.20'
L10
N 02'26'49" E
50.23'
L25
S 55'15'36" W
26.88'
L59
N 03'37'16" E
30.50'
L11
N 09'38'45" E
50.23'
L26
S 12'42'33" E
84.70'
L60
S 86'5511" W
16.66'
L12
N 16'50'40" E
50.23'
L27
S 83'l1'25" W
25.84'
L61
N 26'28'34" W
22.00'
L13
N 87'36'31" E
10.68'
L28
S 23'05'38" W
22.08'
L62
N 46'17'36" E
45.30'
L14
S 71'18'37" E
38.44'
L29
S 39'24'39" W
29.18'
L63
N 26'45'54" W
21.12'
L15
S 89'40'26" E
81.34'
L30
S O6'50'S3" W
52.24'
L64
N 57'11'16" E
79.52'
Curve Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
227.81'
444.18'
29'23'08"
116.47'
225.32'
N 13'34'35" E
C2
227.59'
1652.77'
7'53'23"
113.98'
227.41'
N 05'03'37" W
rC3
91.00'
1255.63'
4'09'09"
45.52'
90.98'
N 11'04'53" W
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200 0 200 400 600 „�(1 KRISTOPHER C. WINTERS a
No.2492
SCALE: 1"=200'
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PROJECT NO: 8632
SHEET NO:
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DATE: MAY 17, 2017
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PEN SPACE
0.191 AC.
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OPEN SPACE EASEMENT
7.847 AC.
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LEGEND ,,NLTH OF
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DB DEED BOOK
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LOT 31
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LOT 32 20, 001 S.F.
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20,005 S.F.
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20,012 S.F. !
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0.459 AC.
20,002 S.F.
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50' 0' S0' 100' 150' LEGEND
SBL BUILDING SETBACK LINE
R/W RIGHT-OF-WAY
SCALE: 1"=50' SF SQUARE FEET
AC ACRES
LOT 37
0.459 AC.
1 20,003 S.F
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LOT 28 N
0.467 AC.
20,339 S.F. `T
L=83.38' L=5.75'
9
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0.764 AC
LOT 38
0.459 AC.
20,006 S.F.
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0.545 AC.
23,731 S.F.
LOT LINE
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0.459 AC.
20,005 S.F
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Curue Table
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C4
11.06'
21.00'
3010'50"
5.66'
10.93'
S 71'34'23" W
C5
10.93'
21.00'
29'48'45"
5.59'
10.80'
S 78'25'49" E
C6
97.25'
618.04'
9'00'56"
48.73'
97.15'
S 69'40'29" W
C7
87.15'
582.00'
8'34'48"
43.66'
87.07'
N 76'01'28" E
C8
71.68'
182.00'
2234'03"
36.31'
71.22'
N 86'02'26" W
C9
83.38'
218,00'
21'54'54"
42.21'
82.88'
S 85'42'51" E
C10
80.00,
218.00'
21'01'33"
40.46'
79.55'
N 39'52'30" E
C11
158.72'
182.00'
49'57'58"
84.80'
153.74'
S 51*01'16" W
C12
13.98'
1034,95'
0'46'25"
6.99'
13.98'
S 03'28'49" E
C13
9.43'
985.04'
0'32'56"
4.72'
9.43'
N 03'21'17" W
C14
102,47'
444.18'
1313'04"
51.46'
102.24'
N 21'39'37" E
C15
125.34'
444.18'
1610'04"
63.09'
124.92'
N 06'58'03" E
C16
34.11'
1652.77'
110'57"
17.06'
34.11'
N 01*42'24" W
C17
151.85'
1652.77'
515'51"
75.98'
151.80'
N 06'22'23" W
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49.00'
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4.78'
EL36
N 75'57'09" E
16.00'
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/ No. 2492
SCALE: 1"=50' 7 OF 7
G.'S �'r1v�'`hr�-
�" DATE: MAY 17, 2017