HomeMy WebLinkAboutSUB202000116 Plat - Submittal (First) Final Plat 2020-06-04THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND[LOTS 1 THRU 7 & LOTS 31 THRU 59,PROFFIT ROAD TOWNHOMES NORTH]
IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND/OR TRUSTEES,IF ANY.
FOR
REVIEW
FOR: ALBEMARLE LAND DEVELOPMENT LLC
CITY/COUNTY OF
STATE OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
ME THIS DAY OF
2020BEFORE
B
FOR
FOR:
ALBEMARLE LAND DEVELOPMENT LLC REVIEW
NOTARY
PUBLIC REGISTRATION#
MY
COMMISSION EXPIRES NOTARY
SEAL 882
LEAKE SPRINGFIELD AIRPORT
SQUARE
ROAD785 0ROADSITEPRLANE
TT
29
SEMINOLE
649 PROFFIT
TRAILWORTH
EY ROAD MLANEVICINITY
MAP -
SCALE: 1" = 2000'+/- o ajE-
THpG
oV FOR
u
REVIEW BRIAAN
S. RAY
Lic. No. 002281
o4 suo APPROVED
FOR
RECORDATION
FOR REVIEW AGENT
FOR
THE
BOARD OF SUPERVISORS DATE THE LAND USE
NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT
HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE.
THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO
IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. A. THIS PROPERTY
IS ZONED R15 RESIDENTIAL (STEEP SLOPES MANAGED & ZMA2018000O6). B. THIS PROPERTY
IS IN THE JURISDICTIONAL AREA FOR WATER AND SEWER AND SHALL BE SERVED BY ACSA PUBLIC WATER SUPPLY AND ACSA PUBLIC SEWER
SYSTEM. C. ACCORDING TO
THE COUNTY OF ALBEMARLE GIS WEBSITE DATA,THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. D. ACCORDING TO
THE COUNTY OF ALBEMARLE GIS WEBSITE DATA,THIS PROPERTY DOES NOT LIE WITHIN AN AG -FORESTAL DISTRICT. E. SETBACK REQUIREMENTS:
FRONT MINIMUM: 5'
FROM RIGHT-OF-WAY FRONT MAXIMUM: 25'
FROM RIGHT-OF-WAY SIDE: 10'BUILDING
SEPARATION UNLESS THE BUILDING SHARES A COMMON WALL REAR: 20'MINIMUM
FRONT GARAGE: 18'
MINIMUM FROM BACK OF SIDEWALK MAXIMUM BUILDING HEIGHT:
45' OR 4 STORIES BUILDING STEPBACK: FOR
EACH STORY THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS,
THE MINIMUM STEPBACK SHALL BE 15'. F. EACH LOT
CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. NOTES: 1. OWNERS,
ADDRESS &
LEGAL REFERENCES: T.M.32A-
2-2 ALBEMARLE LAND DEVELOPMENT
LLC 1949 NORTHSIDE DRIVE
CHARLOTTESVILLE,VIRGINIA 22911
D.B.5154-
753 & D.B.439-185 PLAT. UNRECORDED PLAT BY
ROGER W.RAY & ASSOC.,INC,DATED APRIL 23,2019 2. THE EXTERIOR
BOUNDARY DATA SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED BY THIS FIRM IN APRIL OF 2019. 2019) DENOTES YEAR
MONUMENTATION WAS PREVIOUSLY FOUND OR SET BY THIS FIRM. IRON PINS TO
BE SET AT ALL NEW LOT CORNERS. ALL IRONS TO BE SET BY 3. T.M.
32A-2-2 IS SUBJECT TO THE FOLLOWING: A. EASEMENT TO
AT&T CORP.(D.B.4325-681). B. RIGHT OF
INGRESS AND EGRESS TO CEMETERY LOT(D.B.254-160). C. AN AGREEMENT
TO MAINTAIN STORMWATER MANAGEMENT FACILITIES AND OTHER TECHNIQUES(D.B.5263-494). 4. T.M.
32A-2-2 CONTAINS 7.59 ACRES LESS 1/8 ACRE+/- EXCEPTED IN D.B.254-160 FOR A CEMETERY. NO EVIDENCE OF
A CEMETERY WAS OBSERVED ON THIS PROPERTY IN THE PROCESS OF CONDUCTING THE FIELD WORK OTHER THAN THE HEADSTONES AND
GRAVE MARKERS SHOWN HEREON ALONG THE EASTERN PROPERTY LINE ADJACENT TO T.M.32-30. 5. NO TITLE
REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS,UTILITIES,
EASEMENTS AND/OR COVENANTS THAT MAY EXIST. 6. TOTAL ACREAGE
BEFORE THIS SUBDIVISION PLAT: 330,814 SF (
7.594 ACRES) (UNRECORDED SURVEY BY THIS FIRM, DATED APRIL 23, 2019) LOTS = 69,218
SF (1.589 ACRES) OPEN SPACE A &
B = 4,990 SF (0.115 ACRES) SUBDIVISION PLAT R/
W DEDICATION = 20,166 SF (0.463 ACRE) ROADS A, B,
C & D= 62,835 SF (1.442 ACRES) LOTS 1 THRU 7 AND LOTS 31 THRU 59 RESIDUE= 173,605
SF (3.985 ACRES) PHASE 1 7. THE ACSA
WATERLINE EASEMENTS & THE ACSA SANITARY SEWER EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATION OF PROFFIT ROAD TOWNHOMES NORTH THE UTILITY. LOCATED
ON STATE ROUTE 649 (PROFFIT ROAD) ABOUT 0.2
MILE EAST OF U.S. ROUTE 29 (SEMINOLE TRAIL) B. THE PUBLIC
DRAINAGE EASEMENTS ARE HEREBY DEDICATED TO PUBLIC USE. RIVANNA MAGISTERIAL DISTRICT
9. ROAD A &
ROAD B (NEW 54' WIDE PUBLIC RIGHTS-OF-WAY),AND AND ROAD C & ROAD D (NEW 49' WIDE PUBLIC RIGHTS -OF -WAY) ARE HEREBY ALBEMARLE COUNTY, VIRGINIA DEDICATED TO THE
COUNTY FOR PUBLIC USE. SCALE: 1 " = 30 ' DATE: JUNE 4, 2020 10. THIS IS
A CLUSTER DEVELOPMENT IN ACCORDANCE WITH SECTION 2.2 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THE MINIMUM OF
25% OPEN SPACE IS PROVIDED IN THE RESIDUE. FINAL OPEN SPACE
TABULATION SHALL BE PROVIDED ON THE SUBDIVISION PLAT OF THE RESIDUE (PHASE 2). FOR ALBEMARLE LAND
DEVELOPMENT
LLC ROGER W.RAY &
ASSOC.,INC. 663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-
3195 GL RAYSURVEYING.COM
SHEET 1 OF 3 1474OB
Lo PUBLIC ROAD D C
I
GRAVE
v 0:3 MARKER
PUBLIC PUBLIC ' N21°06'08"E I
DRAINAGE °7'56"E 133.07' CAS DRAINAGE 214.14' HEADSTONE
v S622EASEMENTPUBLIC 20 00' 20.00' 16.53' EASEMENT
I
MATCH LINE SHEET 3 OF 3 DRAINAGE ESMT. 20.00' 20.00 C16 PUBLIC cn I
MATCH LINE SHEET 3 OF 3
MATCH LINE SHEET 2 OF 3 S62°27'56"E 70.64' C6 S50°25'46' ti"E
b 16.53' 20.00'
37 03 48.41DRAINAGE
ESMT. 10'PUBLIC MATCH LINE SHEET 2 OF 3 33.
61' s _ o
N23°
23'58"E DRAINAGE EASEMENT
0
0 0 0 (D Ln LL m 0 11.
34' I o
LOT 45 n o Ln n , ao 2,
468 SF r `n v
V- ) GO LOB cn Lo cu I
HEADSTONES m
v u-" 00 V (n ao lt') (I) cn p cu 1 N
0o Cu (n co0D
cn to c 3 m
O
3
O N I PUBLIC
3 m 3 O= 01 ~ O
N62°
27'56"W 63.65' o DRAINAGE ESMT. COU
o O
I-
01 a ~ O co 0 Lo JCO o I
COURSES ALONG CENTERLINE 6
o
S26 ° 16 ' 50 " W ~p COO - O CO J cv J ri ccu co C11
1 20 'SANITARY SEWER EASEMENT o
LOT 4 1,
677 SF C) N 99.93 ' 0 o J\ cu J J m N cu
N
co
I I
0cunjr
r N cu o N23 °24 ' 50 " E G
9
s
N
N62°
27'56"W 84.00 o 20 '
ACSA r r N
c"
cu
cu Ln cn o N
50.57' I I HEADSTONE
C)
LOT 47 o
o
SANITARY
54'
10' I
I N 00
1, 684 SF NSEWER
EASEMENT20.
00' 20.00' 29.03' 1 I c\'
27'
56"W 84.35' N629.03 20.
0020.00 I I I
rn
o
T 4B S3
S15 SLO H
IHEADSTONE1, 690
SF u o J o cn C\'
N62°
27'
56"W 84.69' oo 54 ' o
cu
O
O I 15'20"
E HEADSTONE o
49
0 o wo o 0 0
Ln
n
cv cn
N34
I 44. 95 '
I I I
o
LOT
1,
697
SF N o cn m
00
co Q1
o co I
I
N 85.
04'
Q N o
o
Q•
cn u- mul
w
NEn V
w
N Iq
LL'
Ocn V
w
O
w
O
PUBLIC
DRAINAGE
ESMT.
z w I
ILo
N62°27'56"W 50 o
cn
Q
m w
D'Ov
O v p F-
O
v o~
O
O
v
o~
O
O
o
F-O O to
o N
I-
N
N29 °16' 28'E 123. 25 '
3 w
I
I
I
CD
I
wo
LOTONHCUoffQlOCONO ( N p (D J o a LINE BEARING
DISTANCE S1 N19°
25'02"E 91.38 S2 N27°
29'50"E 159.61 S3 S62°
33'29"E 3.02 S4 N27°
34'35"E 80.17 S5 N27°
34'35"E 53.42 S6 N27°
34'35"E 3.47 S7 S62°
29'19"E 199.72 S8 S84°
55'23"E 5.22 S9 S84°
55'23"E 50.20 S10 S62°
27'56"E 4.11 S11 S62°
27'56"E 162.17 S12 S62°
27'56"E 51.48 S13 S62°
27'56"E 3.03 S14 N27°
32'04"E 230.49 S15l S62°
33'29"E 54.00 2, 260
SF N cc z J J (D cu J m J m J ° r- Cu
N
cn w I I m N
i r N cu PUBLIC ;n I I r U
cu r r
r cu
z H N
N z Z DRAINAGE r w I io N62°
2756W 85.49' J z
z z EASEMENT T.M.
32-30 3 , Lnn
w I I THE FULL GOSPEL ASSEMBLY mcn OD
C)
LOT 51 'n cn 0 00. N26 °28'
11 "E w S8.01'
I I
o OF CHARLOTTESVILLE Lo SF
co
N 16.53'
r I D.B.4957-252 PLAT 2 27
2 N 20.00' 20.00' 20.00' o N 16.
53' 20.00' 20.00' I I o D.B.1125-111 133.07'
H D.B.972-447 PLAT T.M.
32A-2-1B°56"W S595 Ln N62°27'56"W SOUTHERN STATES
N6227 0 z I
I c I
I CHARLOTTESVILLE o
N
COOPERATIVE, INC. ;''
LOT 52
Cucn w w ACSA
N cn
II
II 1, 723SFD. B. 1961-246, 250 PLAT N oN ACSA H PUBLIC ROAD C SANITARY N62°27'
56"W 86.30' SANITARY SEWER a N46°
21'29"E 1 I o SEWER
JLo EASEMENT 21.75' /
LOT 53
o EASEMENTN / 00 0 N76 °00' 13"E N • 1
729 SF N Z 142.13' C1 13.84' / Z N , N62°27'
56"W 86.64' S62°27'56"E 26.16' S / PIPE co 0
20.46' 20.46' 20546' S N S12 S13 S8
42
21
9"E ,
1 ° FOUND
0
LOT
54 v ' 13.67 ' 20.46 ' 20.46 ' S S 11 ` ° AQ A w (
2019)
0 1,
737 SF o rn S10
co 35.
98'
Ng2 1 1 POLE N
r
N44°
35'07"E 5 N62°27'
56"W 67.21' c, N 49' 2.55' i ' N AT&T 10' 50
56
53. w MARKER LOT 55
s o N 0 55' Ao w W / Lo X) o , m 2, 347 SF N ' s , cn o co wol mcu co
LoN62°27'
56"W 90.26' Lov o
Z N
Lo
co > m
N
D L N cu cn
100
10 Lo
56
D Oa m N rn N 2A'61 O G
m 0 GJ
n2 / AA flm
o Lo
To
n
20 03
10
2A
Z
12
v7
N C "' 3.29' LL' N 5°
33 57 No rn
17. 15' 20 03 33"W
p0
P tiO '
m o L
CjF w; 29.36 ' 20.52 ' °3' ' v 9NE / I
OZC Pv 6 0 1, 811
W 91 51 00 OPEN
0 ,N61 °44' 08"W 25, N 0 PIW
O 0 N / c°u
cs
33 12 -4 SPACE A 67.03' 1g' 8 / POLE N
p1 5$ ,
587
SF o A5„ Z o
eAb „
92
g ' N QEQZ SF `PRO P ZN N o 1,
12 W 11" W R W 166 / ESG j I / T . M . 32-29D cr °33' q3'
5A 0 PR , / MAPLE GROVE CHRISTIAN CHURCH N 6A9 0'
1 POLE / 301 30 •5A D .
B .
2303-626, 630 THRU 633 PLAT OPENcv '1 SF
j D.B.1406-131 PLAT SPACE B •w
2• A9 82
a6 N16°
b(3 3g,.
W I D D.
B.
7BI-
200 PLAT T 4,
403
SF
N 133'S5 . / g••w I A9 38.69
A9 /
I o /
v'(
E
6 GRAPHIC SCALE 1 "=
30 ' Po v,Z-
i LoPOLE
T.M.
32-
35 OVERN ALBEMARLE LAND DEVELOPMENT
LLC 0 30 60 90 N l00 D.B.
5160-296 OND •\A 95'83
UNRECORDEDPLATFOUND BY 2019) cu
N 6°ZA'
1 ROGER
W. RAPRIL2019 A23ONC SCALE: 1 = 30 DATEDATE: JUNE
4, 2020 250 • k
I XZNG I WORD
F
E Sa' T . M .
46B4-5AFOR FOR G.PETCHEL OEPETCHEL ALBEMARLE LAND DEVELOPMENT
LLCKATHLEEN REVIEWD.B.4296-686 ROGER W.RAY &
ASSOC-INC. D.B.1685-11 & 12 PLAT 663
BERKMAR COURT D.B.1069-28 & 29 PLAT CHARLOTTESVILLE,
VIRGINIA 22901 D.B.955-443 PLAT TELEPHONE: (434)
293-3195 GL RAYSURVEYING.COM SHEET 2 OF 3
14740E
LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING
Cl 3°42'18" 223.50 14.45 7.23 14.45 N16°17'58"E
C2 1°53'24" 223.50 7.37 3.69 7.37 N19°05'49"E
C3 4°56'41" 223.50 19.29 9.65 19.28 N22°30'51"E
C4 2°32'52" 223.50 9.94 4.97 9.94 N26°15'37"E
C5 40°14'37" 12.50 8.78 4.58 8.60 S07°24'46"W
C6 49°45'23" 12.50 10.86 5.80 10.52 S37°35'14"E
C7 96°25'58" 12.50 21.04 13.99 18.64 N69°19'07"E
CB 6°25'56" 184.50 20.71 10.37 20.70 S24°19'06"W
C9 42°52'39" 12.50 9.35 4.91 9.14 N42°47'40"E
C10 53°18'07" 12.50 11.63 6.27 11.21 S89°06'58"E
C11 53°18'05" 12.50 11.63 6.27 11.21 S35°48'53"E
C12 36°41'55" 12.50 8.01 4.15 7.87 S09°11'07"W
C13 90°00'00" 12.50 19.63 12.50 17.68 N17°27'56"W
C14 90°00'00" 12.50 19.63 12.50 17.68 N72°32'04"E
C15 69°09'40" 12.50 15.09 8.62 14.19 S27°53'06"E
C16 20°50'20" 12.50 4.55 2.30 4.52 S17°06'54"W
C17 45°31'21" 12.50 9.93 5.24 9.67 S50°17'45"W
C18 44°28'39" 12.50 9.701 5.11 9.46 N84°42'15"W
C19 6°54'33" 174.50 21.041 10.531 21.03 N17°54'04"E
SCALE: 1" = 30'
DATE: JUNE 4, 2020
FOR
ALBEMARLE LAND DEVELOPMENT LLC
ROGER W.RAY 6 ASSOC.,INC.
663 BERKMAR COURT
CHARLOTTESVILLE,VIRGINIA 22901
TELEPHONE: (434) 293-3195
RAYSURVEYING.COM
58 3e
IRON
FOUND
2019)
IRON
k
SETc(
20 9) 66'37X9
X
a
O X X
x ,
Ip• cu x N16°41'26"W<
9 13.42 ' AA
k 1
f XI
X
5
J` \I S10 °10' 16"E
X I'x 20. 30 '
9s N I \x
Q
LO X
s o I x
w XI X
X I
x
X\
x
A = 16 °50 ' 21 "
R=302.50'
coLo
I X x X
L =88. 90 ' Ln
r- N" I x x x
T =44.77 ' 20'
PUBLIC X C=88.58' m
ti m DRAINAGE X x
CB=
S18°35'27"E r,
Z EASEMENT X X
T.M.32-2OA3 < X \ CWH
PROPERTIES I x x
X
LIMITED
PARTNERSHIP I
X X
x
x
X
x
X X
x D.B.2309-419 1 \. X D.
B.1086-45 PLAT Z X
x
x
X
D.
B.718-388 PLAT 1 a, I X SWM X x
x
N D.
B.695-28 PLAT N IX FORESSTACOPEN
X X
W
1 x
EASEMENT
x
X
x `.
x
CI'
n X
L4 c\
of X
X
x
x
X
x
x
x v
x w' x
x >(
x
x 1
co X
x
X
x
X
X
fl
l X x ' x
x
x
N62°
27'56 x
125.35' x
70.
49' 27.
10' j
27.
76j-j S7
T.
M.32-20 CWH
PROPERTIES LIMITED PARTNERSHIP D.
B.2309-419 D.
B.726-273 PLAT D.
B.594-467 PLAT 249•
g5 RESIDUE
T.
M.32A-2-2 3.
985 ACRES 173,
605 SF APPROXIMATE
LOCATION
OF ' STREAM
S6
54 00, J
o
Ocu - - - - - - - - -
v
170.62' m
i , 20
PUBLIC DRAINAGE EA --- --- IRON -------
FOUND
SWM 2019)
FACILITY EASEMENT
v
ACSA o
SANITARY wcu
r SEWER T.
M.32A-2-1B ,n '' "' EASEMENT
SOUTHERN
STATES `-r' .
I- '
i .cry
CHARLOTTESVILLE
cu i
to COOPERATIVE,
INC. D.
B.1961-246, 250 PLAT z i i i o S7 165.
95' S 29.
62' S S
272.
39' 76.
82 / , / '56"E cn
S62 °
27 rn
rn
S
527.
65' GRAPHIC
SCALE 1"=30' I
CORNER IN
42" 0
30 60 90 1 WHITE OAK
2019)
X
50
52 PIPE
56, X
x x
x
34'
x x
x
FOUND2019)
47.97 x x
X
k X
X
X
x
x
x
Z
x x
SWM X rn rtoXX
FOREST/OPENcn X
SPACE x X
EASEMENT xXnI^ X a~J o_
XIXX
X
X
J
Lu
J J
k X x xteLn rx
x I X
aLo
0o
k Xvz OI X
X
X
cum Zco U) X
o m a00wo
mI
N i
mU=cz o
N70 °
10' 16"W v ' mcai Lo
m
74.
02'
dma(n i Lo Ll-' m
mcu Li- ' w m
i Li-
o 0 O
z Ln
w LL Jam
I m Lo
o iaHO
m
w Q
m I 2
ocu
H
I
z O U
I H 3
O J I
Z
00 Lo M I ZLo
i
N
Ln
Ifl F"-I I
r N Ln IRON
SET
IN
STUMP N
HOLE 58'
15"E
BO.24 ' i 2019) S65 o Ld
N24°
01'
45"
E I o morn a
28.95' Ix123.72' IRON CuZolI I z W
126 .90' FOUND 58 ' 15 i
Z (n
co 00 IN65 (
2019) m J co U3 PUBLIC ROAD
D co PUBLIC PUBLIC
CD
DRAINAGE 133.
07' C.1 DRAINAGE U EASEMENT PUBLIC
S62°
27'56"E 16.53' S EASEMENT MATCH
LINE
SHEET
3 OF 3 DRAINAGE ESMT. 20.00' 20.00' C16 tia 16.
53' 20.00' 20.00' 20.00' LL_ Il. PUBLIC
MATCH
LINE SHEET
2 OF 3 S62°27'56"E 70.64' C6 S50°25'46"E , li U- LL Lp U3 i tn 48.41 ' En
CV to Cn to Q En In to fh (n DRAINAGE
ESMT . 37 03 S
O O N23 °23 ' 58 " E 33.61' vOoOO
O
F- O) - cp
I- CU Lo 11. 34 '
LOT
45 Lo ~
ov oc°'o OLD ~0u:) oco Jo m co GL m 2,
468 SF r J J J -iJ , i N to cu ni cu 1 IRON
1 FOUND
1 (2019)
I 11
II
I
cn
1
1
0 1
of
I CD
I 1
11 11
1
11
11
1
1
Lo
I
o
1 o
0 1 "
1 N21 °
06'
08"
E
II 214.14', 1 1
10'PUBLIC
DRAINAGE
EASEMENT
1 I
1
T.
M.
32-
30
THE FULL GOSPEL ASSEMBLY
OF CHARLOTTESVILLE D.B.
4957-252
PLAT D.B.l125-111
D.B.972-447
PLAT GRAVE MARKER HEADSTONE HEADSTONES
I
m
cn
1
I cz m
I
cu I mU
cz O
JU00 i QJCo
Cu
w
V
Ql
o J om
a
FOR REVIEW MATCH
LINE
SHEET
3
OF 3 MATCH LINE SHEET 2
OF 3 SHEETS OF 3 14740BI