HomeMy WebLinkAboutSUB201700107 Plat - Other (not approved) 2017-09-05TITLE SOURCE
OWNER'S CONSENT:
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND,
LOT 1 C BEING A DIVISION OF LOT 113, BLOCK G, SECTION ONE,
NORTHFIELDS IS WITH THE FREE CONSENT AND IN ACCORDANCE
WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND
TRUSTEES IF ANY.
THE MANORS, LLC.
TMP: 062A1-00-OG-001BO (LOT 113)
CERTIFICATE OF ACKNOWLEDGMENT OF SIGNATURE:
I, _, A NOTARY PUBLIC IN THE
CITY/COUNTY OF COMMONWEALTH OF VIRGINIA,
DO HEREBY CERTIFY THAT
WHOSE NAME IS SIGNED TO THE FOREGOING STATEMENT OF CONSENT, HAS
ACKNOWLEDGE THE SAME BEFORE ME IN THE
CITY/COUNTY OF , COMMONWEALTH OF VIRGINIA
THIS _ DAY OF _ 20_
NOTARY PUBLIC
REGISTRATION NUMBER: _
MY COMMISSION EXPIRES:
ALBEMARLE COUNTY APPROVAL
ALBEMARLE COUNTY BOARD OF SUPERVISORS
DESIGNATED AGENT
SUB 201700107
TH 0AL
o
1
�. V. "KIRK" IN EM
C
V
DATE
1.) TMP: 062A1-00-OG-001 BO
THE MANORS, LLC
D.B. 4885, PG. 325
D.B. 386, PG. 520, 522 (PLAT)
ADDRESS:
255 LAKEVIEW DRIVE
CHARLOTTESVILLE, VA. 22901
NOTES:
1.) ZONING: R2 AND LIES WITHIN THE FOLLOWING OVERLAY DISTRICTS.
A.) AIR PORT IMPACT AREA (AIA).
B.) ENTRANCE CORRIDOR (EC).
C.) STEEP SLOPES (MANAGED).
2.) PLANNED LAND USE: RESIDENTIAL
3.) THIS SUBDIVISION PLAT IS BASED ON A CURRENT FIELD BOUNDARY SURVEY PREPARED BY THIS
FIRM ON MARCH 3, 2017 AND NO BURIAL GROUNDS WERE OBSERVED.
4.) THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE "X", NOT A H.U.D. DEFINED 100 YEAR
FLOOD PLAIN.
5.) THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED.
6.) THE PROPERTY SHOWN HEREON DOES NOT LIE WITHIN AN AGRICULTURAL AND FORESTAL DISTRICT.
7.) ALL LOTS TO BE SERVED BY PUBLIC WATER SUPPLY AND A PUBLIC SANITARY SEWER SYSTEM.
8.) IRON RODS SET AT ALL NEW CORNERS UNLESS NOTED OTHERWISE.
9.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT
INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON.
10.) PROPERTY SUBJECT TO THE:
A.) RESTRICTIONS RECORDED IN DEED BOOK 352, PAGE 231.
11.) PROPERTY MAY BE SUBJECT TO:
A.) POLE LINE RIGHT OF WAY EASEMENTS RECORDED IN DEED BOOK 313, PAGE 487, DEED BOOK
351, PAGE 457, AND DEED BOOK 356, PAGE 30.
B.) WATER METER EASEMENT RECORDED IN DEED BOOK 386, PAGE 520.
C.) ADDITIONAL RESTRICTIONS AND/OR EASEMENTS OF RECORD.
12.) LOT 1C AND THE RESIDUE OF TAX MAP PARCEL 062A1-00-OG-001BO EACH CONTAIN A
BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
(NOTES CONTINUED ON SHEET 2 OF 2)
SURVEYOR'S CERTIFICATE
I, G.V. "KIRK" HUGHES, A DULY LICENSED SURVEYOR IN THE COMMONWEALTH
OF VIRGINIA, DO HEREBY CERTIFY THAT THE PROPERTY SHOWN HEREON IS THE
SAME PROPERTY CONVEYED TO THE MANORS, LLC BY DEED RECORDED IN
DEED BOOK 4885, PAGE 325 AND AS SHOWN ON PLAT RECORDED IN DEED
BOOK 386, PAGE 520 WITH PLAT BEGINNING AT PAGE 522 IN THE CLERK'S
OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA AND THAT I
HAVE CAREFULLY SURVEYED THE PROPERTY DELINEATED ON THIS PLAT AND IT
IS CORRECT TO THE BEST OF MY KNOWLEDGE.
TMP 61-127
0
�o s
o LOT 2A �o
0
LOT 1A LOT 1B
ITE
TMP 62A1-OF-10
VICINITY MAP
SCALE 1" = 400'
PLAT SHOWING
LOT 1 C
BEING A DIVISION OF
LOT 1 B, BLOCK G
SECTION ONE, NORTHFIELDS
AND A
NEW PERMANENT SANITARY SEWER EASEMENT
AND A
NEW 10' PRIVATE SANITARY SEWER LATERAL EASEMENT
ACROSS SAID LOT 1 B
AS SHOWN HEREON
RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
JULY 10, 2017
JULY 28, 2017 (REVISED)
SCALE: 1" = 40'
40' 0 40' 80' 120 FEET
KIRK HUGHES & ASSOCIATES
LAND SURVEYORS AND PLANNERS
220 EAST HIGH STREET
CHARLOTTESVILLE, VA. 22902
(434) 296-6942
FILE: 2016-054, W.O. 2016-054
C:\UDD\SURVEYS\2016\2016-054\2016054-01.DWG
PLOTTED: 09/05/2017 SHEET 1 OF 2
NORTH
D.B. 386, PG. 520, 522 (PLAT)
(NOTES CONTINUED FROM SHEET 1 OF 2)
13.) BUILDING SETBACKS: PURSUANT TO SECTION 4.19 OF THE
ALBEMARLE COUNTY ZONING ORDINANCE THE FRONT MINIMUM
SETBACK FOR A LOT SHALL BE BASED UPON THE "CLOSEST
SETBACK OF AN EXISTING MAIN BUILDING WITHIN 500 FEET IN
EACH DIRECTION ALONG THE SAME SIDE OF THE STREET
FRONTED".
A.) FRONT MINIMUM SETBACK FOR LOT 1 B AND BASED UPON
FIELD OBSERVATIONS THE CLOSEST EXISTING MAIN STRUCTURE
AS DIRECTED ABOVE IS THAT OF SAID LOT 1 B AND WAS FIELD
MEASURED TO BE 58.5' FROM THE RIGHT OF WAY OF
NORTHFIELDS ROAD.
B.) FRONT MINIMUM SETBACK FOR LOT 1 C AND BASED UPON
FIELD OBSERVATIONS THE CLOSEST EXISTING MAIN STRUCTURE
FRONTING ON THE SAME SIDE OF THE STREET IS
APPROXIMATELY 1,150't TO THE EAST ALONG OLD BROOK
ROAD. SAID STRUCTURE IS LOCATED AT #1515 OLD BROOK
ROAD AND WAS FIELD MEASURED TO BE 44.7' FROM THE
RIGHT OF WAY LINE.
SIDE MINIMUM; 10'
REAR MINIMUM; 20'
GARAGE MINIMUM;
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 = FRONT SETBACK AS NOTED ABOVE.
0
v
6'0<-
1611*1
/
G
/111l
LOT I \ \'
21,800 S.F. \
(0.500 ACRES) \ + _
S% \
/ s
58.5' SBL
(SEE NOTE #13)
0
IW GRAVEL DRIVE I
14.) THE NEW PERMANENT SANITARY SEWER EASEMENT SHOWN
HEREON IS INTENDED TO BE CENTERED ON THE AS -BUILT
LOCATION. SAID EASEMENT IS HEREBY DEDICATED TO THE
ALBEMARLE COUNTY SERVICE AUTHORITY. — - - —RF
IRF
AREA SUMMARY
LOT 1 B (RESIDUE)
49,275 S.F. (1.131 AC.) LOT 1B (PLAT)
-21,800 S.F. (0.500 AC.) LOT 1 C
27,475 S.F. (0.631 AC.) LOT 1 B (RESIDUE)
S 86.39,00" W 100.
EDGE Of PAVEMENT
j /o�eQP��o
ti
0
CURVE DATA:
NO.
DELTA
RADIUS
ARC
TANGENT
CH. BEARING
CHORD
Cl
C2
00.30'41"
39.53'00"
1322.51
198.25
11.81
138.00
5.90
71.93
S 46'30'39" W
S 66.42'30" W
11.81
135.23
LINE DATA:
NO.
BEARING
DISTANCE
L1
N 43'26'57" W
19.87'
L2
N 46'33'03" E
5.45'
NEW 10' PRIVATE �4�
LAT RIALREASEMENT
�GY SEWER
�\o�o��
Q11p ti� �e����o��
..A
LOT 1B RESIDUE
27,475 S.F.
(0.631 ACRES)
—N/E�ps R0•
PG360, . 412, 413
Q 8
NEW PERMANENT
SANITARY SEWER
EASEMENT
(SEE NOTE #14)
LEGEND:
IRF =
IRON ROD FOUND
ENC =
ENCROACHMENT
SBL =
SETBACK LINE
S.F. =
SQUARE FEET
OHU =
OVERHEAD UTILITY
TMP =
TAX MAP AND PARCEL
D.B. =
DEED BOOK
PG. =
PAGE
RET. =
RETAINING
SS/E =
SANITARY SEWER EASEMENT
SS =
SANITARY SEWER LINE (PROPOSED)
® =
WATER METER
�o =
UTILITY POLE
=
YARD POLE LAMP
=
EXISTING PERMANENT SANITARY
SEWER EASEMENT
D.B. 1301, PG. 427, 430 (PLAT)
SHEET 2 OF 2