HomeMy WebLinkAboutSUB201300149 Plat 2013-10-14R
y
SOURCE OF TITLE:
THIS SUBDIVISION IS A PART OF THE PROPERTY CONVEYED TO PANTOPS- LAKERIDGE LLC BY
THAT CERTAIN DEED DULY ON RECORD IN THE CIRCUIT COURT CLERKS OFFICE OF ALBEMARLE
COUNTY, VIRGINIA IN DEED BOOK 2805 AT PAGE 71. THIS SUBDIVISION IS A PART OF
ALBEMARLE COUNTY TAX MAP 78 PARCEL 57.
STATEMENT OF CONSENT TO DIVISION:
THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND IN
ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES.
ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT IS TO BE DEEMED AS THEORETICAL
ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE.
PAN PS- LAKERI DGE L OFFICER/OFFICE HELD j DATE
COMMONWEALTH OF VIRGINIA, COUNTY OF ALBEMARLE, TO WIT:
I, L4-1 '6N. 40- 4e.1' A NOTARY PUBLIC IN AND FOR THE STATE AFORESAID,
DO HEREBY CERTIFY THAT THE OWNERS /REPRESENTATIVES WHOSE NAMES ARE SIGNED HEREON HAVE
ACKNOWLEDGED THE SAME BEFORE ME THIS DAY OF
MY COMMISSION EXPIRES-1 :�4 .
GENERAL NOTES:
1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
NECESSARILY INDICATE ALL ENCUMBRANCES UPON THE TITLE.
2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY AS PER THE DATE OF THIS PLAT
AND THERE ARE NO VISIBLE ENCROACHMENTS OR EASEMENTS EXCEPT AS. SHOWN.
3. THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE AREAS OR
ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN.
4. LOCATION OF UNDERGROUND UTILITIES ARE BASED ON A VISUAL INSPECTION OF ABOVE GROUND UTILITY APPURTENANCES.
THIS PLAT DOES NOT NECESSARILY INDICATE ALL EXISTING UNDERGROUND UTILITIES, AND NO CERTIFICATION IS MADE AS TO
THE EXACT LOCATIONS AS SHOWN.
5. BASED ON A GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "X" DESIGNATED AS THE AREA OUTSIDE OF THE 500 YR
500 YR FLOOD PLAIN OF THE FEMA FIRM COMMUNITY PANELS NUMBERED 51003C -0287 D AND 51003C -0295 D BOTH TITLED AS
ALBEMARLE COUNTY, VIRGINIA AND INCORPORATED AREAS AND THE INDEPENDENT CITY OF CHARLOTTESVILLE
BOTH DATED FEBRUARY 4, 2005.
6. PRIOR TO THE IMPROVEMENTS OF ANY LOT IN THE COUNTY, THE PLANNING DEPARTMENT SHALL BE CONTACTED CONCERNING,
BUT NOT LIMITED TO, THE CURRENT ZONING, BUILDING SETBACK REQUIREMENTS, WATER OR SEWER SYSTEMS, HEALTH DEPARTMENT
REQUIREMENTS, EROSION AND SEDIMENT CONTROL REQUIREMENTS, AND PRIVATE STREETS.
LOIS A. HAVERSTROM 7. AREA REPORT:
NOTARY PUBLIC 209.63 ACRES STARTING RESIDUE IN PARENT TRACT
COMMONWEALTH OF VIRGINIA - 12.98 ACRES IN THIS SUBDIVISION CONSISTING OF:
MY COMMISSION EXPIRES JULY 31,2016 (0.07 ACRES IN OPEN SPACE)
SURVEYORS /ENGINEER'S CERTIFICATE: REGISTRATION NO. 298946 (1.47 ACRES IN STREET DEDICATION)
(10.85 ACRES IN LOTS ZONED R1)
I, HEREBY CERTIFY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT ALL OF THE (0.59 ACRES IN LOTS ZONED RA)
REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE COUNTY,
VIRGINIA, REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY HAVE BEEN
MET. I, FURTHER CERTIFY, THAT THE INFORMATION PROVIDED IN THE SOURCE OF TITLE
AREA SHOWN ABOVE IS ACCURATE AND THAT ALL MARKERS SHOWN AND DESCRIBED ON
THE PLAT ARE IN PLACE, OR WILL BE INSTALLED UPON FINAL UTILITY AND ROAD
INSTALLATION, AS SHOWN. ALL CORNERS ARE IRON PINS FOUND UNLESS OTHERWISE
NOTED.
EARL W. MOTTLEY, L.S. DATE
HYLAND RIDGE AREA & DENSITY CALCULATIONS
TOTAL SITE AREA:
FRONT = 25'
253.12 AC.
PHASE I (RECORDED
IN D.B. 4250 PG. 681
TOTAL AREA:
29.14 AC.
R -1 AREA IN OPEN
SPACE:
12. OWNERSHIP OF THE OPEN SPACES AND COMMON AREAS ON THIS PLAT IS TO BE
16.19 AC.
R -1 AREA IN R /W:
13. THIS SUBDIVISION IS NOT IN THE UPPER RIVANNA RIVER WATERSHED DISTRICT.
THIS SUBDIVISION IS NOT WITHIN AN ALBEMARLE COUNT. AND /OR CITY OF CHARLOTTESVILLE AGRICULTURAL- FORESTAL. DISTRICT.
2.60 AC.
R -1 AREA IN LOTS:
10.35 AC.
RECORDED DWELLING
UNITS IN
R -1 ZONE:
21
PHASE IIIA (RECORDED
IN D.B.
4420 PG. 576)
CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
TOTAL AREA:
17. THE LOCATION OF UTILITY EASEMENTS AS PLATTED IS BASED ON THE DESIGN LOCATION.
THE ACTUAL LOCATION OF THE CENTERLINE OF A 20' PERMANENT EASEMENT IS TO
14.35 AC.
R -1 AREA IN OPEN
SPACE:
5.79 AC.
R -1 AREA IN R /W:
TO
ASPEN DRIVE (PHASE IIIB), AT WHICH TIME THE LAND IN THE TEMPORARY TURNAROUND AREA WILL BE ABANDONED FOR STREET PURPOSES AND WILL REVERT TO ADJOINING PROPERTY OWNERS IN
2.02 AC.
R -1 AREA IN LOTS:
6.536 AC.
R -A AREA IN LOTS:
y
0.004 AC.
PROPOSED DWELLING
UNITS IN
R -1 ZONE:
14
PHASE IIIB
(PHASES I, IIIA AND IIIB): 58
TOTAL AREA:
12.98 AC.
R -1 AREA IN OPEN
SPACE:
LEGEND
0.07 AC.
R -1 AREA IN R /W:
1.47 AC.
R -1 AREA IN LOTS:
10.85 AC.
R -A AREA IN LOTS:
INDEX TO SHEETS
0.59 AC.
PROPOSED DWELLING
UNITS IN
R -1 ZONE:
23
BONUS FACTOR COMPUTATION:
2 -2A: SUBDIVISION PLAT
CONVENTIONAL GROSS DENSITY
PHASE I (RECORDED IN D.B. 4250 PG, 68)
0.97 DU /AC.
APPLICABLE BONUS FACTORS:
1. MAINTENANCE OF EXISTING WOODED AREAS
>20% OF SITE (EXISTING WOODED AREA
MAINTAINED PHASE I, IIIA, AND IIIB)
=16.14 AC (28.6% OF SITE)= 16.14 AC/56.48 AC 10%
2. PROVISION OF SIGNIFICANT LANDSCAPING
IN THE FORM OF STREET TREES 5%
3. LOTS SERVICED BY INTERNAL ROAD SYSTEM
WHICH IS SOLE ACCESS TO EXISTING STATE SYSTEM 10%
TOTAL BONUS FACTORS 25%
196.65 ACRES REMAINING RESIDUE IN PARENT TRACT
8. ALL SUBDIVISION STREETS SHOWN HEREON ARE HEREBY DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE.
9. PUBLIC WATER AND SANITARY SEWER SERVICE WILL BE AVAILABLE AT THIS SITE.
VICINITY MAP
1„ = 2000'
10. CURRENT YARD REQUIREMENTS FOR R1 ZONING:
FRONT = 25'
SIDE = 15'
REAR = 20'
11. THIS SUBDIVISION IS ZONED RA AND R1 AND RESIDUE PARCEL IS ;ZONED RA, R1
(CLUSTER PROVISIONS) AS SHOWN ON THE PLAT, THE 600' CONTOUR LINE IS THE CURRENT ZONING LINE.
12. OWNERSHIP OF THE OPEN SPACES AND COMMON AREAS ON THIS PLAT IS TO BE
TRANSFERED TO A HOMEOWNERS ASSOCIATION UPON RECORDATION OF THIS PLAT AND A COINCIDING DEED.
13. THIS SUBDIVISION IS NOT IN THE UPPER RIVANNA RIVER WATERSHED DISTRICT.
THIS SUBDIVISION IS NOT WITHIN AN ALBEMARLE COUNT. AND /OR CITY OF CHARLOTTESVILLE AGRICULTURAL- FORESTAL. DISTRICT.
14. THIS PARCEL IS NOT IN A PROTECTED STREAM BUFFER.
15. NO LOT IN THIS 12.99 AC. SUBDIVISION MAY BE FURTHER SUBDIVIDED.
16. TAX MAP 78 PARCEL 57 AND THE RESIDUE OF TAX MAP 78 PARCEL 57 EACH
CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
17. THE LOCATION OF UTILITY EASEMENTS AS PLATTED IS BASED ON THE DESIGN LOCATION.
THE ACTUAL LOCATION OF THE CENTERLINE OF A 20' PERMANENT EASEMENT IS TO
FOLLOW THE ACTUAL LOCATION OF THE UTILITY LINES AS INSTALLED AND BEGIN
AND TERMINATE AS IT ENTERS AND LEAVES THIS PROPERTY.
18. THE AREA ON THIS PLAT DESIGNATED AS A TEMPORARY TURNAROUND WILL BE
CONSTRUCTED AND USED AS OTHER STREETS IN THE SUBDIVISION UNTIL ASPEN} DRIVE (PHASE 111A) IS EXTENDED
TO
ASPEN DRIVE (PHASE IIIB), AT WHICH TIME THE LAND IN THE TEMPORARY TURNAROUND AREA WILL BE ABANDONED FOR STREET PURPOSES AND WILL REVERT TO ADJOINING PROPERTY OWNERS IN
ACCORDANCE WITH SPECIFIC PROVISIONS IN THEIR RESPECTIVE DEEDS.
ALLOWABLE DENSITY WITH BONUS FACTORS 1.21 DU /AC.
y
(0.97 *1.25 =)
CUMULATIVE DWELLING UNITS IN R -1 ZONE
(PHASES I, IIIA AND IIIB): 58
CUMULATIVE R -1 ZONE GROSS AREA
LEGEND
(PHASES 1, IIIA AND IIIB: 56.48 AC.
CUMULATIVE R -1 ZONE GROSS DENSITY
DESCRIPTION
(PHASES I, IIIA AND IIIB): 58 DU/56.48 AC
INDEX TO SHEETS
1.02 DU AC
DU/ AC
SHEET 1: COVER SHEET + GENERAL NOTES - --
CENTER /EDGE OF STREAM
2 -2A: SUBDIVISION PLAT
PHASE I (RECORDED IN D.B. 4250 PG, 68)
SHEET 3: LINE TABLES
PROPERTY LINE
TREE CONSERVATION AREA:
A: 10.90 AC.
--
RIGHT -OF -WAY
B: 0.77 AC.
" QIPF
IRON PIN FOUND
C: 1.08 AC.
TOTAL 12.75 AC.
COUNTY BOA OF SUPERVISORS: GIPS
IRON PIN SET
PHASE I (RECORDED IN D.B. 4250 PG. 68
OPEN SPACE AREAS:
PARCEL A: 12.27 AC.
PARCEL B: 2.96 AC.
SWM. FACILTY 3 0.97 AC.
TOTAL OPEN SPACE 16.19 AC.
PHASE IIIA (RECORDED IN D.B. 4420 PG. 576)
TREE CONSERVATION AREA TOTAL: 3.39 AC.
AREA "D" 0.65 AC.
AREA "E" 0.01 AC.
AREA "F" 2.74 AC.
PHASE IIIA (RECORDED IN D.B. 4420 PG. 576)
OPEN SPACE AREAS: 5.79 AC.
CUMULATIVE TREE CONSERVATION AREAS:
PHASE 1 12.75 AC.
PHASE IAA 3.39 AC.
PHASE IIIB 0.00 AC.
TOTAL PHASE I, IIIA AND IIIB 16.14 AC.
TH OF TT
U EARL W. MOTTLEY
Lic. No. 1625
K au 5t4ity
DESIGNATED AGENT Lo DATE
W�- ENGINEERS
SURVEYORS
PLANNERS
AsSOCIATES
P.O. BOX 4119 1402 Greenbrier Place
Lynchburg, VA 24502 Charlottesville, VA 22901
Phone: 434.316.6080 Phone: 434.984.2700
www.wwassociates.net
SD
SSE _
SIGHT
WATER _
STORM DRAIN EASEMENT
SANITARY SEWER EASEMENT
SIGHT EASEMENT
WATER EASEMENT
TITLE: PLAT SHOWING
HYLAND RIDGE SUBDIVISION
PHASE IIIB
WITH EASEMENTS
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SURVEYED DECEMBER 4, 2007
REVISED: 4/24/14
REVISED: 1/06/14
REVISED: 3/26%13
SCALE. c
1 " =100' �1
DATE:
1/2/13
DRAWN BY.-
Ta
WWA NUMBER.
206030.08
SHEET.
1 OF 3
w 0.460 Ac w TEMPORARY, I LOT 41
O TURNAROUND
EASEMENT. 0.460 Ac r
(Jt
N6(� °Q 1' 1 9 "E z RECORDED D.B. (R1 =0.460 Ac)
C7 v HEREBY 576 IS (RA 0.000 Ac)
w 186.03' O `� VACATED. " -A 0
t 0 51, Fp
LOT 65 r 19 � y��
0.464 Ac pp LOT 42 9 '.g2
�Z 0.460 Ac
NA'6 35 g8' „
W
1$3' °' �ti1 � �s
`� PSG L33 LOT 64 5� p6 Zp� 0 �614Ac
C \ S� \�\ 0.465 Ac i 2 (R1= 0.4600 Ac)
PN (RA= 0.0006 Ac) 9 �o '
12 r
0� „ LOT 44E o
Z `O 15• 0.505 Ac
LOT 63
(R 1 =0.461 Ac) x.
0.461 Ac tN (RA= 0.044 Ac)'
N51 53 06 "m
��-1
z
LOT 62 `w 0 �874Ac ()Z 4A
0.463 Ac 0 (R1 =0.461 Ac) 514 3lg
\a(RA =0:026 Ac) 5- 221•
LOT 46
0.506 Ac r
LOT 61 c6�AG �� 2p5j9
0.469 Ac
PHASE 2 .�o� , I .�
HYLAND RIDGE �o ��6 $p�1 `� o ' 0.508 4Ac `�
SUBDIVISION
LOT 60 ' S65'32'01 „W_ 206.61'
0.468 Ac I
N 3901431.78 N>8, I
' I o
23" LOT 48
E 11502153.24 4 ry 0.51 1 Ac
(R1 =0.467 Ac) Ir
N
(RA =0.044 Ac) pi
. LOT 59 >
3
0.461 Ac
�o o �• �L
LOT 49
vim:' 0.517 Ac 4'
i� X52. p6. S81 9 (R1 =0.476 Ac) # >;
p r
M M 2 W (RA =0.041 Ac) p
LOT 58 LO' 65.47' `n
z 0.462 Ac ;� 0.601 Ac .l
(R1 =0.475 Ac)
r- *10,01 „ (RA =0.126
P w j ��.if 4 S -@,
w Ng2'15'46 „E g 2` M'� f A
20 oar} £`
150.40 ' x a
n 103 � .rte �� w 4���`
?29 O6.
30, I-
0-0
OPEN
SPACE
PHASE 1
HYLAND RIDGE
SUBDIVISION
LEGEND
PROPERTY LINE
�TH OF - - RIGHT -OF -WAY
OIPF IRON PIN FOUND
oIPS IRON PIN SET
U EARL W. M Y SD
Lic. No. 1625 - - - - STORM DRAIN EASEMENT
% - SAN - SANITARY SEWER EASEMENT
SIGHT SIGHT EASEMENT
WATER -
WATER EASEMENT
SUR A
ACCESS EASEMENT
RESIDUE OF
TM #78 -57
196.65 AC.
<,
N 3901642.55
E 11502554.29
rn LOT 51 S78•1pf„
Ir LOT 57 0.596 Ac � � � 'Ol W
(R1 -0.460 Ac) N 3901265.15
0.465 Ac r (RA =0.136 Ac)�
E 11502620.48
\ # „'. r .�.
A Ul
F
N� All LOT 52 �
cr• n �9 0.520 Ac =V,
-> LOT 56 c� e (R1 =o.461 Ac) � 0
(RA =0.059 Ac) y
0.469 Ac -
•,� r(Q S66'51 , 42 „ W_
M'� 173.86'
0�4 N v LOT 53 N
0.574 Ac
Z \c�
w
mph
LOT 55
0.515 Ac
0, Cp
J y'0\
TIE -V0 CORNER 1PF
IPF S55.21'39 "w N49•37'3f *
171.36' A,32
(RA =0.114 Ac)w;
RESIDUE OF
TM #78 -57
196.65 AC.
TM: 78P-04_VA
ASHGRO�V NA@GN8 R 000
ASIA1
OG10N,
D B 1581 PO 264
" V
0
0
=o
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: 1 " = 100'
uPr
100' 0 100'
REVISED: 4/24/14
REVISED: 1/06/14
REVISED: 3/26/13
ENGINEERS
SURVEYORS
PLANNERS
AsSOCIATES
TITLE:
PLAT SHOWING
HYLAND RIDGE SUBDIVISION
PHASE 111 B
WITH EASEMENTS
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SURVEYED DECEMBER 4, 2007
SCALE:
1„ =100'
DATE:
1/2/13
LOT 54F
s
0.493 Ac 2�
SHEET:'
2 OF 3
192.26'
1 3T)N
,,21'39 „w
S35g 00•
326.28
NEW OPEN SPACE (0.07 Ac)
(0.001
Ac IN RA)
TM: 78P-04_VA
ASHGRO�V NA@GN8 R 000
ASIA1
OG10N,
D B 1581 PO 264
" V
0
0
=o
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: 1 " = 100'
uPr
100' 0 100'
REVISED: 4/24/14
REVISED: 1/06/14
REVISED: 3/26/13
ENGINEERS
SURVEYORS
PLANNERS
AsSOCIATES
TITLE:
PLAT SHOWING
HYLAND RIDGE SUBDIVISION
PHASE 111 B
WITH EASEMENTS
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SURVEYED DECEMBER 4, 2007
SCALE:
1„ =100'
DATE:
1/2/13
DRAWN BY.-
TO
WWA NUMBS.
206030.08
P.O. BOX 4119 1402 Greenbrier Place
Lynchburg, VA 24502 Charlottesville, VA 22901
Phone: 434.316.6080 Phone: 434.984.2700
SHEET:'
2 OF 3
`""w'"n"ass °e;ates.nel
TEMPORARY LOT 41
TURNAROUND
EASEMENT, Q,46O AC
RECORDED D.B. R1 =0.460 AC
V 4420 P. 576 IS ( )
t HEREBY (RA =0.000 Ac)
7 VACATED.
+ < <> L76 �o
LOT 65 C= 27.36' S �cav �" Z\
0.464 Ac o� -76 LOT 42
0.460 Ac
S�5���� 43 `sue
PS� g L33 LOT 64 <��� 2�6 ?C LOT 0.461 Ac
0.465 Ac �` S C= 26.61' (R1= 0.4600 Ac)
P\A (RA= 0.0006 Ac)
9
,,LOT 44 ' Y o
5. 0.505 Ac RESIDUE OF
LOT 63 < �' 20 my S (R 1 =0.461 Ac) ' TM #78-57
0.461 Ac �+ J (RA =0.044 Ac) 196.65 AC.
\ n cn ' W
19� 7 8 0 z N 24�
o LOT 45
LOT 62 0.487 Ac
�CP 0.463 Ac �C� (R1 =0.461 Ac) S�-j'0 fig'
\,,D (RA =0.026 Ac) �- ZZj • Q \
W
C' LOT 46
C =5.40' G%i C= 13.91' 0.506 Ac
NEW VARIABLE WIDTH LOT 61
ACSA SANITARY ✓�� 9. ��s X86 ,
SEWER EASEMENT <�s 0.469 Ac
LE
PHASE 2 r ����� '< ° C) LOT 47
HYLAND RIDGE \ �� �� d + + N 0.508 Ac o�
SUBDIVISION
LOT 60 S65 °32'01 "W 206.61'
0.468 Ac - -
Nag °24, � LOT 48
23'E 'N 0.511 Ac
9 (R 1 =0.467 Ac) ,
cv C =13.36 O (RA =0.044 Ac) F
LOT 59
L91
0.461 Ac ° Ls v SDT- �227.g"
(0 O 00 C =15.74` / 3 N
y Sg °3 alb j® v' LOT 49
S7 „w v 0.517 Acs
(0 152.06' s87 9 (R1 =0.476 Ac)
M� -02 "W (RA =0.041 Ac}
26
LOT 58 LOT
5� 5. �>>
f"` 0.601 Ac
z 0.462 Ac iv _Q (R1 =0.475 Ac)
t 10,07" (RA 0 126 A�
P _ " "�
W ti71
N 6 2° 1 �' 46"E 2.06 .20' � 8� f¢£
150.40' ' t CO
M.
LOT 51ry
6, C= 28.18' , S78 °1
C =1.30' 0.59 6 Ac ` 07 "W
(,n LOT 57 (R1 =0.460 Ac)
0.465 Ac r <� (RA =0.136 Ac)
TIE
L12 127 5.45' i " 8' W N
C3.Og' 0
<LV ,, 2 LOT 52
0.520 Ac },
OPEN 6'- w �q� \6' (R1 =0.461 Ac) "- O
LOT 56 (RA =0.059 Ac) y
SPACE \\ 0.469 c \ \ L98 t
S66 °51'42 "W
173.86'
C) LOT 53 0
NEW VARIABLE WIDTH �� ^� 3 C 0.574 Ac ?;
ACSA SANITARY \ `�� �� ` �� (R1 =0.460 Ac) °�a U,
�' �9 4� S> (RA =0.1 14 Ac) P. ° U
SEWER EASEMENT 2 cP� �O A° ta
PHASE 1� L
HYLAND RIDGE � 5
SUBDIVISION
NEW VARIABLE WIDTH
ACSA SANITARY A
SEWER EASEMENT \ •� \
r�
LEGEND
PROPERTY LINE
�TH OFD - - RIGHT -OF -WAY
I QIPF
,,gyp IRON PIN FOUND
•IPS IRON PIN SET
U EARL W. MO LEY SD
Lic. No. 1625 - - - STORM DRAIN EASEMENT
= SSE = SANITARY SEWER EASEMENT
SIGHT
SIGHT EASEMENT
WATER - WATER EASEMENT
ACCESS EASEMENT
T 55
15 Ac F
��LOT 54
0.493 Ac
02
9g• O N
3g„W
N 49 °37' 32" W
9.32
>>
192.26
555721 39 „ W
a7
r
_A1
0I
RESIDUE OF
TM #78 -57
196.65 AC.
S5 21 39' >W s35-3 9.00,
3 20
326.28'
- NEW 20' ACSA WATER
LINE EASEMENT
-OPEN SPACE AND
9' ACCESS EASEMENT
FROM CUL -DE -SAC
` v
0
�Z
2
ENGINEERS
SURVEYORS
PLANNERS
.ASSOCIATES
P.O. BOX 4119 1402 Greenbrier Place
Lynchburg, VA 24502 CharlottesvOle, VA 22901
Phone: 434.316.6080 Phone: 434.984.2700
www.wwassociates.net
TITLE:
IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
SCALE: 1 " = 100'
100' 0 100'
REVISED: 4/24/14
REVISED: 1/06/14
REVISED: 3/26/13
PLAT SHOWING
SCALE:
1" =100'
HYLAND RIDGE SUBDIVISION
DATE:
PHASE IIIB
1/2/13
DRAWN BY.-
To
WITH EASEMENTS
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
W20603o 08
SHEET:
SURVEYED DECEMBER 4, 2007
2A OF 3
LINE TABLE
LINE
LENGTH
BEARING
L15
80.89'
N37 °37'29 "W
L16
25.87'
N37 °3729 "W
L17
62.27'
S37 °37'29 "E
L18
44.49'
S37 °37'29 "E
L33
14.27'
N37 °23'27 "W
L34
94.76'
N37 °22'48 "W
L35
63.99'
S58 °24'52 "E
L36
68.13'
N37'23'27 "W
L37
20.10'
S46'36'31 "E
L38
69.08'
S46 °36'31 "E
L39
63.99'
S58'24'52 "E
L40
65.13'
N44'49'1 7 "W
L41
24.23'
N06'06'37 "W
L42
65.63'
N06 °06'37 "W
L43
41.78'
S32 °11'31 "E
L44
83.53'
S12 °26'08 "E
L45
104.44'
S 17° 19'1 4"E
L46
125.45'
S25 °45'23 "E
L47
137.04'
S34 °36'00" E
L48
116.63'
S44' 1955 "E
L49
74.69'
S40 °54'08 "E
L50
107.87'
S35 °43'28 "E
L51
86.58
N65'39'05 "W
L52
90.55
N54' 10'44 "W
L58
128.83'
S32° 1 1 '31 "E
L195
18.56'
N44°49'1 7"W
L200
52.70'
N41 °25'08 "E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
BEARING
C17
79.06'
374.00'
12'06'41
39.68'
78.91'
S44 °38'04 "E
C18
31.45'
426.00'
4'13'46"
15.73'
31.44'
N48 °34'31 "W
C19
80.00'
426.00'
10 °45'35"
40.12'
79.88'
N41 °04'50 "W
C20
65.16'
426.00'
8'45'50"
32.64'
65.10'
N31 °19'08 "W
C21
27.70'
174.00'
9 °07'16"
13.88'
27.67'
S31'29'50 "E
C22
102.78'
174.00'
33 °50'33"
52.94'
101.29'
S52 °58'45 "E
C23
82.26'
226.00'
20'51'20"
41.59'
81.81'
N56 °33'1 8 "W
C24
82.43'
226.00'
20'53'50"
41.68'
81.97'
N35'40'43 "W
C25
83.94'
226.00'
21' 16'48"
42.46'
83.46'
N 14 °35'24 "W
C26
85.25'
226.00'
21 °36'49"
43.14'
84.75'
N06 °51'24 "E
C27
105.00'
204.00'
29'29'29"
53.69'
103.85'
S02 °55'04 "W
C28
91.85'
204.00'
25 °47'49"
46.72'
91.08'
S24 °43'35 "E
C29
20.97'
23.00'
52° 13'46"
11.27'
20.25'
S63°44'22 "E
C30
65.01'
57.00'
65'20'45"
36.56'
61.54'
N57 °10'53 "W
C31
41.19'
57.00'
41'24'01"
21.54'
40.30'
NO3'48'31 "W
C32
38.27'
57.00'
38°28'08"
19.89'
37.56'
N36 °07'34 "E
C33
59.38'
57.00'
59 °41'28"
32.70'
56.73'
N85'1 2'22"E
C34
79.14'
57.00'
79'33'11 "
47.45'
72.94'
S25° 10' 19 "E
C35
20.97'
23.00'
52° 13'46"
11.27'
20.25'
N 11 °30'36 "W
C36
72.34'
256.00'
16'11'26"
36.41'
72.10'
S29 °31'46 "E
C37
106.66'
256.00'
23 °52'20"
54.12'
105.89'
S09 °29'53 "E
C38
68.03'
256.00'
15' 13'32"
34.22'
67.83'
S 10 °03'03 "W
C39
62.19'
174.00'
20 °28'39"
31.43'
61.86'
N07 °25'29 "E
C40
177.89'
174.00'
58'34'33"
97.60'
170.24'
N32'06'07 "W
C41
I 50.43'
226.00'
12 °47' 10"
25.32'
50.33'
S63 °30'26 "E
C42
46.32'
226.00'
1 1'44'33"
23.24'
46.24'
S51'1 4'35"E
C43
72.72'
226.00'
18'26'06"
36.67'
72.40'
S36'09'15 "E
C44
20.37'
374.00'
3'07'12"
1 0.19'
20.36'
N28 °29'49 "W
C45
23.67'
374.00'
3 °37'32"
11.84'
23.66'
N48 °52'38 "W
C46
80.89'
426.00'
10 °52'48"
40.57'
80.77'
S45 °15'00 "E
C58
184.50'
146.00'
72 °24' 16"
106.86'
172.47'
N62' 1 1'05"W
C60
111.02
374.00
17 °00'27"
55.92
110.61
N38 °33'38 "W
C61
25.85'
174.00'
8 °30'38"
1 12.95'
1 25.82'
1 N65 °38'42 "W
C62
11.51'
226.00'
2 °55'03"
1 5.76'
1 11.51'
1 N68 °26'29 "W
p TH 0,6 �
le O l�
EARL W. MO TLA,
Lic. No. 1625
i
STORM SEWER EASEMENT LINE TABLE
LINE
LENGTH
BEARING
L80
47.11'
S59 °04'1 6"E
L81
110.41'
N54 °17'57 "E
L82
20.00'
S35 °42'03 "E
L83
123.55'
N54° 17'57 "E
L84
5.62'
S59 °04'1 6 "E
L85
64.50'
S70 °06'1 9 "E
L86
93.48'
N50' 10'45 "E
L87
20.00'
S39 °49' 15 "E
L88
107.58'
S50° 10'45 "W
L89
173.36'
S34 °14'29 "E
L90
9.59'
S83 °50'54 "E
L91
118.87'
N76'27'40 "E
L92
20.00'
S13 °32'20 "E
L93
122.35'
N76 °27'40 "E
L94
9.21'
S83'50'54 "E
L95
82.11'
S51 °48'23 "E
L96
121.24'
S53'22'55 "E
L97
20.00'
S36 °37'05 "W
L98
16.88'
N53 °22'55 "W
L99
47.37'
N53 °22'55 "W
SANITARY SEWER EASEMENET LINE TABLE
LINE
LENGTH
BEARING
L118
26.00'
S13 °16'15 "E
L119
107.62'
S46 °47'00 "E
L120
183.68'
S34'01'40 "E
L121
48.22'
S75'37'59 "E
L122
7.84'
S75'37'59 "E
L123
5.85'
S08 °30'54 "E
L124
81.41'
S08'30'54 "E
L125
51.56'
S12 °16'14 "E
L126
122.28'
S 12° 16'1 4"E
L127
3.46'
S12'16'14 "E
L128
84.39'
S31 °35'48 "E
L129
62.62'
N74 °46'08 "W
L133
1.62'
S08 °52'04 "W
WATERLINE EASEMENT LINE TABLE
LINE
LENGTH
BEARING
L130
204.12'
S34'38'22 "E
L132
204.14'
S34'38'22 "E
REVISED: 4/24/14
REVISED: 1/06/14
REVISED: 3/26/13