HomeMy WebLinkAboutSP201900002 Plan - Submittal (First) 2019-03-18r,
FIELD DESCRIPTION
GENERAL NOTES:
LEGAL DESCRIPTION BASED ON FIELD SURVEY OF CONTIGUOUS PROPERTY COMPRI.S.ED OF TMP 56A1-1-36 TMP
56A1-1-36A AND IMP 56A1-1-36B:
1.
THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT PREPARED BY STEWART TITLE GUARANTY
COMPANY WITH AN EFFECTIVE DATE OF APRIL 27, 2018, FILE NO. 1803196.
FROM THE POINT OF BEGINNING (P.O.B. 1) MARKED ON PLAT, BEING AN IRON FOUND IN THE INTERSECTION OF BLUE
2.
THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY COMPLETED ON MAY 30, 2018 USING MONUMENTS
} A PRIVATE ROAD THENCE ALONG THE WESTERN R/W OF BLUE RIDGE
RIDGE AVENUE S.R. 1201 AND McCOMB ROAD, ,
(�
FOUND TO EXIST AT THE TIME OF THIS SURVEY.
"X" "A"
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AVENUES 25 34 04 W FOR A DISTANCE OF 50.00 FEET TO AN IRON FOUND (I.F.) AT THE NORTHEASTERLY CORNER
4.
THE AREA SHOWN HEREON IS LOCATED IN ZONE AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE FOR A
OF TMP 56A1-1-36C, N/F ARTHUR J. OR ALICE M. PESCH.
100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51003CO229D, EXCEPT FOR PORTIONS OF SUBJECT PROPERTY AS
"AEn.
THENCE, ALONG A COMMON LINE WITH SAID TMP 56A1-1-36C, N 64' 05' 07" W FOR A DISTANCE OF 195.36 FEET TO
SHOWN ON ATTACHED FIELD SURVEY WHICH APPEAR TO FALL WITHIN ZONE THIS DETERMINATION HAS BEEN
MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT.
A CORNER, WITNESSED BY AN I.F. AT 0.26 FEET WEST OF THE CORNER.
5.
NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WAS OBSERVED IN
THENCE, CONTINUING ALONG THE WESTERN BOUNDARY OF SAID TMP 56A1-1-36C, S 25' 31' 43" W FOR A DISTANCE
THE PROCESS OF CONDUCTING THE FIELDWORK.
OF 57.56 FEET TO AN I.F. IN THE NORTHERN LINE OF TMP 56A1-1-35, N/F MI.S.TY DARNELL CRITZER.
6.
NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION
THENCE, ALONG A COMMON LINE WITH SAID TMP 56A1-1-35, N 64' 30' 22" W FOR A DISTANCE OF 200.00 FEET TO
OR REPAIRS WERE OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.
AN IRON FOUND IN THE EASTERN R/W OF BURFORD ROAD (UNIMPROVED, AKA HOFF STREET).
7.
SUBJECT PROPERTY IS ZONED R6-RESIDENTIAL. THE USES ALLOWED WITHIN THE COUNTY OF ALBEMARLE'S R6
THENCE, ALONG THE EASTERN R/W OF BURFORD ROAD, N 25' 34' 33" E PASSING THROUGH AN IRON FOUND AT 94.74
ZONING DISTRICTS ARE DESIGNATED IN THE MATRIX SET FORTH WITHIN CHAPTER 18, SECTION 16.2.1. DIMENSIONAL
FEET FOR A TOTAL DISTANCE OF 262.44 FEET TO AN IRON FOUND IN THE SOUTHERLY R/W OF McCOMB ROAD.
REQUIREMENTS CAN BE FOUND IN CHAPTER 18, SECTION 4.19.
THENCE, ALONG McCOMB ROAD S 42' 55' 13" E PASSING THROUGH AND IRON FOUND AT 214.80 FEET, A TOTAL
DISTANCE OF 424.88 FEET, TO THE POINT AND PLACE OF BEGINNING.
TOTAL AREA FOR CONTIGUOUS PROPERTY = 1.417 ACRES, MORE OR LESS
LEGAL DESCRIPTION BASED ON FIELD SURVEY OF CONTIGUOUS PROPERTY COMPRI.S.ED OF TMP 56A1-1-28 TMP
56A1-1-28A TMP 56A1-1-29 AND IMP 56A1-1-29A•
FROM THE POINT OF BEGINNING (P.O.B. 2) BEING AN IRON SET (I.S.) IN THE INTERSECTION OF McCOMB ROAD, A
PRIVATE STREET AND BURFORD ROAD (UNIMPROVED, AKA HOFF STREET) THENCE, ALONG SAID BURFORD ROAD S 25'
29' 21" W PASSING THROUGH A BENT IRON FOUND (I.F.) AT 183.68 FEET FOR A TOTAL DISTANCE OF 383.68 FEET TO
AN I.F. AT THE BEGINNING OF A CURVE AT THE INTERSECTION OF WAYLAND ROAD (UNIMPROVED),
SAID CURVE TURNING TO THE RIGHT THROUGH AN ANGLE OF 132' 57' 18", HAVING A RADIUS OF 21.76 FEET, AND
WHOSE LONG CHORD BEARS N 88' 01' 44" W FOR A DISTANCE OF 39.90 FEET.
THENCE, ALONG THE NORTHERLY R/W OF WAYLAND ROAD THE FOLLOWING COURSES:
N 21' 33' 06" W FOR A DISTANCE OF 200.00 FEET TO AN I.F.
THENCE, N 34, 12' 10" W FOR A DISTANCE OF 218.28 FEET TO A BENT I.F. AT 0.41 FEET SW � OF CORNER.
THENCE, N 04' 41' 53" W FOR A DISTANCE OF 134.30 FEET TO A BENT I.F. IN THE EASTERLY R/W OF McCOMB ROAD,
THENCE, ALONG McCOMB ROAD N 85' 11' 35" E, PASSING THROUGH AN I.F. AT 155.39 FEET A TOTAL DISTANCE OF
248.97 FEET TO A BENT I.F.
THENCE, S 424 56' 34" E, PASSING THROUGH AN I.F. AT 188.62 FEET FOR A TOTAL DISTANCE OF 240.83 FEET TO
THE POINT AND PLACE OF BEGINNING.
TOTAL AREA FOR CONTIGUOUS PROPERTY = 2.855 ACRES, MORE OR LESS
LEGAL DESCRIPTION BASED ON FIELD SURVEY OF TMP 56A1-1-27:
FROM THE POINT OF BEGINNING (P.O.B. 3) BEING AN IRON FOUND (I.F.) IN THE SOUTHERLY R/W OF THE BUCKINGHAM
BRANCH RAILROAD AND AT THE INTERSECTION OF McCOMB ROAD, A PRIVATE STREET; THENCE, FOLLOWING THE
WESTERLY R/W OF McCOMB ROAD, S 85' 11' 35" W FOR A DISTANCE OF 255.40 FEET TO A BENT I.F. IN THE
INTERSECTION OF McCOMB ROAD AND PLEASANT GREEN STREET (AKA WAYLAND ROAD), A PRIVATE STREET.
THENCE, ALONG THE EASTERLY R/W OF PLEASANT GREEN STREET, N 01' 21' 25" W FOR A DISTANCE OF 68.30 FEET
TO AN IRON SET (I.S.).
THENCE, CONTINUING ALONG PLEASANT GREEN STREET, N 26' 13' 35" E FOR A DISTANCE OF 166.94 FEET TO A
CORNER IN THE SOUTHERLY R/W OF THE BUCKINGHAM BRANCH RAILROAD, SAID CORNER WITNESSED BY A BENT I.F.
AT 0.54 FEET SOUTH OF THE CORNER.
THENCE, ALONG THE SOUTHERLY R/W OF THE BUCKINGHAM BRANCH RAILROAD S 42' 50' 25" E A DISTANCE OF
268.17 FEET TO THE POINT AND PLACE OF BEGINNING.
TOTAL AREA TMP 56A1-1-27 = 0.680 ACRES, MORE OR LESS
LEGAL DESCRIPTION BASED ON FIELD SURVEY OF CONTIGUOUS PROPERTY COMPRI.S.ED OF TMP 56A1-1-26, TMP
56A1-1-26B. IMP 56A1-1-30, IMP 56A1-1-30A AND IMP 56A1=1=31,,
FROM THE POINT OF BEGINNING (P.O.B. 4) BEING AN IRON FOUND IN THE SOUTHEASTERN PROPERTY LINE OF TMP
56A1-1-25, N/F CROZET DEVELOPMENT SOLUTIONS, LLC AND AT A COMMON CORNER WITH TMP 56A1-1-26A, N/F
CROZET DEVELOPMENT SOLUTIONS, LLC; THENCE, ALONG THE SOUTHWESTERN LINE OF SAID TMP 56A1-1-26A, S 51'
04' 52" E FOR A DISTANCE OF 259.00 FEET TO A CORNER IN THE WESTERLY R/W OF PLEASANT GREEN STREET (AKA
WAYLAND ROAD), A PRIVATE STREET, SAID CORNER BING WITNESSED BY AN IRON FOUND (I.F.) AT 1.92 FEET SE.
THENCE, ALONG THE WESTERLY R/W OF SAID PLEASANT GREEN STREET THE FOLLOWING COURSES:
S 00' 43' 26" E FOR A DISTANCE OF 79.85 FEET TO A CORNER WITNESSED BY AN IRON FOUND AT 2.06 FEET E.
THENCE, S 04' 59' 45" E FOR A DISTANCE OF 188.00 FEET TO A CORNER WITNESSED BY AN IRON FOUND AT 1.18
FEET NE.
THENCE, S 34, 27' 31" E, PASSING THROUGH AN IRON FOUND AT 168.80 FEET FOR A TOTAL DISTANCE OF 223.67
FEET TO AN I.F.
THENCE, S 21' 34' 45" E, PASSING THROUGH AN IRON SET (I.S.) AT 113.87 FEET AND AN I.F. AT 282.69 FEET FOR A
TOTAL DISTANCE OF 300.12 FEET TO AN I.S..
THENCE, N 78' 31' 50" E FOR A DISTANCE OF 9.23 FEET TO AN I.S. IN THE WESTERN BOUNDARY OF TMP 56A1-1-35,
N/F MI.S.TY DARNELL CRITZER, ALSO BEING THE CENTER OF R/W OF BURFORD ROAD (UNIMPROVED, AKA HOFF
STREET).
THENCE, ALONG THE WESTERLY BOUNDARY OF SAID TMP 56A1-1-35 AND CONTINUING ALONG THE WESTERLY
BOUNDARY OF TMP 56A1-1-33, N/F DANIEL F. OR ANGELA SHEA S 25, 23' 02" W, PASSING THROUGH A BENT PIPE
FOUND (P.F.) AT 8.56 FEET FOR A TOTAL DISTANCE OF 49.11 FEET TO A COMMON CORNER WITH TMP 56-115, N/F
VUE REALTY PARTNERS, LLC, SAID CORNER WITNESSED BY AN I.F. AT 2.85 FEET SW.
THENCE, ALONG A COMMON LINE WITH SAID TMP 56-115, S 75' 37' 46" W, PASSING THROUGH AN IRON FOUND AT
549.58 FEET FOR A TOTAL DISTANCE OF 546.54 FEET TO THE CENTER OF POWELL'S CREEK (AKA HAPPY CREEK).
THENCE, ALONG THE CENTERLINE OF POWELL'S CREEK THE FOLLOWING COURSES:
N 30' 03' 53" W FOR A DISTANCE OF 70.65 FEET TO A POINT ON A LINE.
THENCE, N 24' 20' 24" W FOR A DISTANCE OF 43.96 FEET
THENCE, N 46' 37' 58" W FOR A DISTANCE OF 15.38 FEET
THENCE, N 51' 23' 59" W FOR A DISTANCE OF 83.50 FEET
THENCE, N 38' 38' 26" W FOR A DISTANCE OF 43.13 FEET
THENCE, N 21' 02' 07" W FOR A DISTANCE OF 43.25 FEET
THENCE, N 12' 51' 17" W FOR A DISTANCE OF 42.98 FEET
THENCE, N 38' 37' 41" E FOR A DISTANCE OF 89.73 FEET
THENCE, N 01' 33' 29" W FOR A DISTANCE OF 38.52 FEET
THENCE, N 18' 11' 25" W FOR A DISTANCE OF 61.20 FEET
THENCE, N 29' 46' 06" W FOR A DISTANCE OF 144.21 FEET
THENCE, N 41' 32' 01" W FOR A DISTANCE OF 36.47 FEET
THENCE, N 13' 20' 55" W FOR A DISTANCE OF 49.07 FEET
THENCE, N 25' 55' 03" W FOR A DISTANCE OF 73.17 FEET TO A COMMON CORNER WITH AFOREMEN11ONED TMP
56-115 AND 56A1-1-25
THENCE, ALONG THE EASTERLY BOUNDARY OF SAID TMP 56A1-1-25 N 454 55' 55" E, PASSING THROUGH AN I.S. AT
20.00 FEET A TOTAL DISTANCE OF 516.08 FEET TO THE POINT AND PLACE OF BEGINNING.
TOTAL AREA FOR CONTIGUOUS PROPERTY=11.860 ACRES, MORE OR LESS
SAID PROPERTY BEING THE SAME AS DESCRIBED WITHIN THE TITLE COMMITMENT PREPARED BY STEWART TITLE
GUARANTY COMPANY WITH AN EFFECTIVE DATE OF APRIL 27, 2018, FILE NO. 1803196
SCHEDULE B EXCEPTIONS
9. EASEMENT TO ALBEMARLE COUNTY SERVICE AUTHORITY RECORDED IN DEED BOOK 940, AT PAGE 56.
THE LOCA77ON CANNOT BE DETERMINED FROM THE RECORD DOCUMENT, THE DOCUMENTS ARE ILLEGIBLE
10, EASEMENT TO RIVANNA WATER AND SEWER AUTHORITY RECORDED IN DEED BOOK 612, AT PAGE 125.
AS SHOWN ON FIELD SURVEY, SHEET 2
11. RIGHTS OF OTHERS IN AND TO THAT PORTION OF THE INSURED PROPERTY LYING WITHIN THE BOUNDS
OF ACCESS EASEMENT AS RESERVED BY DEED RECORDED IN DEED BOOK 163, AT PAGE 458, AND AS
SHOWN ON PLAT RECORDED IN DEED BOOK 163, AT PAGE 459, AND DEED BOOK 1160, AT PAGE 500,
AS SHOWN ON FIELD SURVEY, SHEET 2
12. RIGHTS OF OTHER IN AND TO THE USE OF THE ROADS RESERVED BY DEEDS RECORDED IN DEED BOOK
265, AT PAGE 340, DEED BOOK 265, AT PAGE 347, DEED BOOK 265, AT PAGE 355, DEED BOOK 265,
AT PAGE 360, AND SHOWN ON PLATS RECORDED IN DEED BOOK 265, AT PAGES 344 AND 345, AND
DEED BOOK 1160, AT PAGE 500.
AS SHOWN ON FIELD SURVEY, SHEET2. PLEASANT GREEN STREET(WAYLAND ROAD), WAYLAND ROAD, McCOMB ROAD, BURFORD
ROAD (HOFF ST.) AND UNNAMED 30' R/W AS SHOWN HEREON SHEET 2 HAVE NOT BEEN DESIGNATED AS PUBLIC RIGHTS OF WAY, AND
APPEAR TO BE FEE SIMPLE OWNED BYHEIRS TO THE ESTATE OF J,T. OWEILL, PER DEEDS OF RECORD LISTED IN EXCEPTIONS 12 &20.
13. NO TITLE IS INSURED TO SO MUCH OF THE PREMISES AS CONSTITUTES A BURIAL GROUND OR
CEMETERY AS SHOWN ON PLAT RECORDED IN DEED BOOK 265, AT PAGE 344, AND RESERVED IN WILL
RECORDED IN WILL BOOK 31, AT PAGE 300 AND DEED RECORDED IN DEED -BOOK 144, AT PAGE 81.
RIGHTS OF OTHERS FOR INGRESS AND EGRESS TO AND FROM SAID BURIAL GROUND OR CEMETERY
AND MAINTENANCE OF SAID BURIAL GROUND OR CEMETERY.
AS SHOWN ON FIELD SURVEY, SHEET 2
14. RIGHTS OF UPPER AND LOWER RIPARIAN OWNERS IN AND TO THE NATURAL FLOW AND USE OF THE
WATERS OF CREEK SHOWN ON PLATS RECORDED IN DEED BOOK 265, AT PAGES 344 AND 345, AND
DEED BOOK 1160, AT PAGE 500.
AS SHOWN ON FIELD SURVEY, SHEET 2
15. ANY VARIATION IN ACREAGE DUE TO THE FLUCTUATION OF THE BOUNDARY LINE RUNNING ALONG
CREEK SHOWN ON PLATS RECORDED IN DEED BOOK 265, AT PAGES 344 AND 345, AND DEED BOOK
1160, AT PAGE 500.
AS SHOWN ON FIELD SURVEY, SHEET2 PROPERTY LINE FROM POINT 'A' TO POINT 'B' AS SHOWN ON PLAT IS THE CENTER
OF THE CREEK, COURSES SHOWN ARE FOR CLOSURE AND AREA CALCULATIONS ONLY.
16. OVERHEAD ELECTRIC AND TELEPHONE LINES SHOWN ON PLAT RECORDED IN DEED BOOK 1160, AT
PAGE 500.
THERE WAS NO OBSERVED EVIDENCE AT THE TIME OF THE FIELDWORK
17, GRAVEL DRIVEWAY ENCROACHMENT AS SHOWN ON PLAT RECORDED IN DEED BOOK 1160, AT PAGE 500.
AS SHOWN ON FIELD SURVEY, SHEET 2
18. WATER PIPELINE EASEMENT MORE PARTICULARLY DESCRIBED IN DEED RECORDED IN DEED BOOK 1401
AT PAGE -401.
THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT
19. POSSIBLE BOUNDARY OVERLAP AS SHOWN ON PLAT RECORDED IN DEED BOOK 1160, AT PAGE 500.
(AS TO LOTS 5, 6 AND TMP 56A(1)-01-31)
AS SHOWN ON FIELD SURVEY, SHEET 2
20. ACCESS EASEMENTS RESERVED AND MORE PARTICULARLY DESCRIBED IN DEEDS RECORDED IN DEED
BOOK 265, AT PAGE 340,DEED BOOK 265, AT PAGE 347, DEED BOOK 265, AT PAGE 355, AND DEED
BOOK 265, AT PAGE 360.
AS SHOWN ON FIELD SURVEY, SHEET 2. PLEASANT GREEN STREET (WAYLAND ROAD), WAYLAND ROAD, McCOMB ROAD, BURFORD
ROAD (HOFF ST.) AND UNNAMED 30' PJWAS SHOWN HEREON SHEET 2 HAVE NOT BEEN DESIGNATED AS PUBLIC RIGHTS OF WAY, AND
APPEAR TO BE FEE SIMPLE OWNED BYHEIRS TO THE ESTATE OF J.T. OWEILL, PER DEEDS OF RECORD LISTED IN EXCEPTIONS 12 &20.
VICINITY MAP
SCALE: i° = 2,000'
LEGAL DESCRIPTION
PARCEL ONE: ALL THOSE CERTAIN LOTS OR PARCELS OF LAND, WITH IMPROVEMENTS THEREON AND APPURTENANCES
THERETO, SITUATED NEAR CROZET IN ALBEMARLE COUNTY, VIRGINIA, SHOWN AS LOTS 3, 4, 7, AND 8, ON A PLAT BY
HUGH F. SIMMS & SON, C.L.S., DATED OCTOBER, 1945, AND RECORDED IN THE CLERKS OFFICE OF THE CIRCUIT COURT
OF THE COUNTY OF ALBEMARLE, VIRGINIA, IN DEED BOOK 265, PAGE 344.
PARCEL TWO: ALL THOSE CERTAIN LOTS OR PARCELS OF LAND, WITH IMPROVEMENTS THEREON AND APPURTENANCES
THERETO, SITUATED NEAR CROZET IN ALBEMARLE COUNTY, VIRGINIA, AND BEING DESIGNATED AS A THREE-QUARTER
ACRE LOT ON PLAT IN DEED BOOK 163, PAGE 458, AND LOTS 5, 6, 9, 10, 11, 12, 13, & 14, AS SHOWN ON PLAT OF
HUGH F. SIMMS & SON, C.L.S., DATED OCTOBER, 1945, AND RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT
OF THE COUNTY OF ALBEMARLE, VIRGINIA, IN DEED BOOK 265, PAGE 344. SAID PROPERTY IS MORE PARTICULARLY
SHOWN AND DESCRIBED ON A PLAT BY ;THOMAS B. LINCOLN LAND SURVEYOR, INC., DATED MAY 30, 1991, AND
RECORDED IN THE AFORESAID CLERK'S OITICE IN DEED BOOK 1160, PAGE 500.
PURPORTED ADDRESS:
1330 PLEASANT GREEN STREET
CROZET, VA 22932
CERTIFICATION
TO {I} SM CHpRLOTTESVILLE, LLC (II) STEWART TITLE GUARANTY COMPANY:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
SURVEYS, AND INCLUDES ITEMS (1) (2) (3) (4) (7a) (8) (11) (13) (14) OF TABLE A THEREOF.
DATE:
KRISTOPHER C. WINTERS, L.S., LIC. NO. 2492
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IF BENT* 13.94 NE ♦ A TMP
56A1-1-31
. PARCEL TWO
•f
TMP 56-115 ;\ , +.� '` '►�;
APPROXIMATE LOCATION OF <r;:. AREA Z'� `.
NIF VUE REALTY POWELL' S CREEK (HAPPY CREEK) `> <` -; \+ 0.04 t AC.f � , � ~ '! , A-
PARTNERS LLC ► \
' AS IT MEANDERS 7, + ' �✓ \k �. ,
DB 4856 PG 582
A\/
+ REA Y' '
IRON PIN FOUND ZONING: R6 i o j`1 ! ►,
IRON PIN SET NOTE - PROPERTY LINE FROM \� 0.159 AC ± 19 ►, ,
PIPE FOUND POINT A TO POIArT B IS THE > > `
CONCRETE SIDEWALK �� CENTER OF THE CREEAN
K.
FIRE HYDRANT ` COURSES SHOWN ARE FOR\fi
GUY WIRE �, CLOSURE AND AREA CALCULATIONS / IF �►-14.74' IF 0-15.57'
;::.
IRRIGATION CONTROL VALVE ► ONLY `-x
SANITARY SEWER MANHOLE
UTILITY POLE
WATER METER
WATER VALVE �►
EDGE OF PAVEMENT
OVERHEAD UTILITY LINE
SEWER LINE
WATER LINE
AREA
0.003 ACf
19
IF 4-14.96'
AREA W
\ / 0.038 ACf 19
TMP 56A1-1-35 _ -
NIF CRITZER, MISTY DARNELL
WB 162 PG 12
DB 576 PG 345 (PLAT) I
ZONING: R6 - ' TMP 56A 1-1-34
NIF PIRKEY, JOSEPH L.
IF OR TERESA F.
DB 2143 PG 200
DB 150 PG 237 (PLAT)
ZONING: R6
TMP 56A 1-1-33A �
` NIF SABER, JAMES L. OR
DELORES J.
DB 1990 PG 389
` DB 1980 PG 534 (PLAT)
ZONING: R2
PF BENT 0 8.56TMP 56A 1-1-33 N/F SHEA, DANIEL F OR cot
ANGELA '
DB 2413 PG R14 � � �,� 0t �,��.- � - TMP 56A 1-1-32 t
S25'23'02"W DB 1980 PG 534 (PLAT) NIF BABER, JAMES L. OR
49.11 ZONING: Rb . - �� , .-� DELORES J.
DB 590 PG 474
" DB 1222 PG 397 PLAT
" IF 2.85' --�� ��TMP 56A1-1-32B ZONING: R6
NIF BABER, JAMES L.
OR DELORES J. I"
\ DB 1222 PG 394 '
(397 PLAT) - I
ZONING: R6 I
TMP 56A 1-1-32A
NIF ZELLER, TROY W. -
`� DB 2194 PG 658
DB 250 PG 23 (PLAT)
ZONING: R6
r -I
\ I
J
TMP 56-115
NIF VUE REALTY
PARTNERS, LLC
DB 4856 PG 582
ZONING: R6
BOUNDARY CURVE TABLE
Curve
Length
Radius
Delta
Tangent
Chord
Chord Bearing
C1
50.49'
21.76'
132'57'18"
49.99'
39.90'
N 88'01'44" W
BOUNDARY LINE TABLE
Line
Direction
Length
L2
N 30103'53" W
70.65'
L3
N 24'20'24" W
43.96'
L4
N 46'37'58" W
15.38'
L5
N 5173'59" W
83.50'
L6
N 38'38'26" W
43.13'
L7
N 21'02'07" W
29.44'
L8
N 21.02'07" W
13.81'
L9
N 12'51'17" W
42.98'
L10
N 38'37'41" E
89.73'
L11
N 01'33'29" W
38.52'
L12
N 1811'W W
9.99'
L13
N 1811'25' W
51.21'
L14
N 29'46'06' W
109.96'
L15
N 29.46'06" W
34.25'
L16
N 41'32'01" W
36.47'
L17
N 13.20'55" W
49.07'
L18
N 25'5603" W
73.17'
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MAY 30, 2018
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FILE NUMBER
6822
SHEET
02 OF 02