HomeMy WebLinkAboutSUB202000130 Plat - Approved 2020-09-03APPROVED FOR RECORDATION
ent, Board Of Supervisors
- S44 27 58 E
114.36'
New Var. Width
Permanent Access
Easement
a
�R=440.00' A=427.83'
CB=S16'36'39"E
Lc=411.17'
i
�+ Albemarle Co./VDOT
Public Storm Drain Esmt.
DB.4077 p.311
i DB.4077 p.313-318 plat
i
I
i
i
I
1
I
I
to
PLAT SHOWING BOUNDARY LINE ADJUSTMENT
BETWEEN TAX MAP 78, PARCEL 20M1 AND PARCEL 20M5
AND NEW VARIABLE WIDTH
PERMANENT ACCESS EASEMENT PARCEL 20M6
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
OWNERS APPROVAL(TMP 78-2OM5 & 20M6)
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED
LAND, BOUNDARY LINE ADJUSTMENT BETWEEN TAX MAP 78,
PARCEL 20Mi AND RCEL 20 5 AND NEW VARIABLE WIDTH
CONSENT
PERMANENANDACC
IE AC AANCT PARHHEODESIREM6 IS WOFHTHE THE
FREE
UNDERSIGNED 0 NE 5 I R AND TRUSTEES IF ANY.
Signator For: PRESIDIO PANTOPj,/ LLC
OWNERS APPROVALITMP 78-20M1)
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED
LAND, BOUNDARY LINE ADJUSTMENT BETWEEN TAX MAP 78,
PARCEL 20M1 AND PARCEL 20M5 AND NEW VARIABLE WIDTH
PERMANENT ACCESS EASEMENT PARCEL 20M6 IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE O�HE
UNDERSI NED OWf��RS, PRO R�E RS AND TRU @ S ANY.
Signator For: WORRELL LAND & DEVELOPMENT, M /}-t`r�r L-c'
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS Zi Sf DAY 0 20 20
Reg.# 7807/03
My Commission Expires 0,4- 3rl S 242�
TUCKER ALLYN LOYD
NOTARY PUBLIC
REGISTRATION # 7807103
,�
COMMONWEALTH OF VIRGINIA
NOTARY PUBLIC MY COMMISSION EXPIRES10/31/2023
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS 29 DAY 0 ivauf7L 20149_
Reg . # 78071 p 3
My Commission Expires �G�• lr 2-O
ZONING: TAX MAP 78 PARCEL 20M6
PDMC(Planned Development Mixed Commercial)
Proffered As Per ZMA 200100015
Steep Slopes - Managed, Steep Slopes - Preserved.
EC - Entrance Corridor Overlay Districts
Dom Break Inundation Zone
ZONING: TAX MAP 78 PARCEL 20M5
PDMC(Planned Development Mixed Commercial)
Proffered As Per ZMA 200100015
0- Steep Slopes - Managed, Steep Slopes - Preserved.
o FH - Flood Hazard Overlay.
o N Dam Break Inundation Zone
z co
c ne �'
a
TMP 78 - 20H
J
` Steep Slope
\Managed
\ Overlay Area
R=324.00'
A=167.31'
C8=N20'S0'55"E
Lc=165.46'
30' Public ACSA Sanitary Sewer
Esmt. D8.4005 p.461
pp.469-471A (plat)
N38'50'04"W
,
I
122.00'
TMP 78 - 20F
1500 State Farm Blvd.
15' Albemarle Co./VDOT
N/F State Farm Mutual
Public Drainage Esmt.
Auto Insurance Co.
DB.830 p.314(plat)
D.B. 626 p. 466, p. 469 (plat)
N39'02'54"w
104.71'
N 3896014.0
E 11498054.1
Steep Slope
Managed
/
Overlay Area
SCALE 1" =
100'
100 50 0
10o
,
200
SCALE IN FEET
/
ilk
Matchilne
o
'
N
'
o
VICINITY SKETCH 1" = 2000'
r
i
� r
TUCKER ALLYN LOYD
NOTARY PUBLIC
REGISTRATION # 7807103 i
COMMONWEALTH OF VIRGINIA
MY COMMISSION EXPIRES 10/31/2023
I
I I
Steep Slope
Managed
Overlay Area
a- ZONING: TAX MAP 78 PARCEL 20M1 J
I� Albemarle Co./VDOT -+-
-X= Public Storm Drain Esmt. ¢ N
' D6.4077 311 � PDMC(Planned Development Mixed Commercial)
p TMP 078 - 20M4 R=
' N Steep Sloe ` \ DB.4077 p.313-318 plat m Proffered As Per ZMA 200100015 ' o� ti �10 N7g•33'15"E
.= P P Martha Jefferson Hospital o �o eo P' C8=
Managed \ PG D.B. 3799 734 Steep Slopes -Managed, Steep Slopes -Preserved, �o•��e�` ti �0�9
OveraygArea ��� D.B. 2607 572-573 lot EC - Entrance Corridor Overlay Districts
1 * PP (P
vo o ° Albemarle Co. Public P PP P ) FH -Flood Hazard Overlay Pee\cS��oi�
D.B. 4005 461, 469-471A lot Y / `� °
�c °° �,� Facilities &Access D.B. 4069 p. 267, pp. 274-275 (plat) Dom Break Inundation Zone
40 �°' ` Easement for SWM D.B. 4077 p. 311, pp. 313-318 (plat)
ono
h� 694-695 D.B.5276 P.400-409 D.B. 4454 p. 527, pp. 533-534 plat
lat x hh \ \ D.B. 4775 p. 685, PP• P
D.B. 4935 pp. 500-504(plat)
Q
TMP 78-20M5 �� `��oo D.B. 5077 p.109(agreement) �,� NS9•
Special Lot 0
Presidio Pantops, LLC o'
Revised�......... a
D,B. 5349 pp.413-421(plat) h �: ':::.:•:. •:•:,,. • ,p a� N9
D.B. 5224 pp.198-200(piat) TMP 78 - 20M5
O en S ace 6.917 Acres
6.569 Ac. op,
\ / .00 00
^'
CV
Albemarle Co. VDOT 0 O, y
::::i / �. T 1860 p p� - �o
Public Slope Easement \ C� Qr/
DB.4077 p.311 .�, Q6/� 09 1 /q Y r10
' S 0 \
:::i: DB.4077 p.313-318 plat Sy2�o a/h p ' - _ _ - - _ _ - , / N59'00'00"W
/ O i F �c\ Ub/,c R / 100.00
N 3895175.2 ;, i. New Var. Width 953,36. '0_w Albemarle Co./VDOT c��` ,Y3H Obi
E 11497743.1 f ; I ; Permanent Access �Tota�) Public Slope Easement
.::::) Easemeny DB.4077 p.311
f r `-..� DB.4077 p.313-318 plat
TMP 78 - 31H
N/F GAHC4 CHARLOTTESVILLE VA MOB LLC
1)13.4818 p.286(Description)
o, DB.1993 p.416
DB DB61983 P p.094 (ploP)35-316 at)
N 3895266.7
11499484.5
o,
0
REV: AUGUST 21, 2020
JUNE 30, 2020 SHEET
SCALE: 1" = 100'
1 0173
FILE: 19.0471
Q:\RGA\TMPROJ\8310 MJH 2O17\19.0471-SUBDIVISION\BLA-3\BLA-3-2020+IN
PLAT SHOWING BOUNDARY LINE ADJUSTMENT SCALE 1" - 100'
BETWEEN TAX MAP 78, PARCEL 20M1 AND PARCEL 20M5 :100 50 I°° 200 '' I
AND NEW VARIABLE WIDTH
SCALE IN FEET
PERMANENT ACCESS EASEMENT PARCEL 20M6 o N
/ zco
RIVANNA MAGISTERIAL DISTRICT ne c ne
CL
ALBEMARLE COUNTY, VIRGINIA / o \ Albemarle Co./VDOT N
^`v i -A= Public Storm Drain Esmt. ¢ N
D13.4077 p.311 TMP 078 - 20M4 J "'
Tax Map 78, Parcel 20M1 LTHD
/ \ DB.4077 313-318 plat m
�' N Steep Sloe p•
Worrell Land & Development Company LC P p Martha Jefferson Hospital
Managed rD.B. 3799 p. 734
P 0 Box 5386 1�o° Over ay Are� x �` D.B. 2607 pp. 572-573 (platCharlottesville Va, 22905 4 �o_° o ° Albemarle Co. Public D.B. 4005 p.461, pp. 469-471A plat)
Tax Ma 78 Parcels 20M5 and 20M6 / D.B. 4069 267 274-275 lop BRIAN D Jo„'\ Facilities &AccessD.B. 4077 P 311 pp 313-318 (PatPresidio Panto s, LLC No. 3J`Easement for SWM D.B. 4454 P 527, pp 533-534(P latp Q ,�¢, �, Q• h D.B.5276 P.400-409 P• PP• P455 Second St. SE, 5th Floor �� o �c h \ D.B. 4775 p. 685, pp. 694-695 (platCharlottesville, Virginia 22902 0�"'3� J C) 9 \ D.B. 4935 pp. 500-504(plat)
TMP 78-2OM5D.B. 5077 p.109(agreement)
Tax Map 78 Parcels 20M1, 20M5 & 20M6 are subject to proffers P *S eclal Lot*
Pres
associated with ZMA200100015.
ldlo Pantops, LLC o'
TMP 78 -20M1 contains a buildingsite that complies with Sec. 4.2.1 D.B.5349 413-421(plat) Revised ,� ,p
PP� 4-1
/....:.:........"�..
P D.B. 5224 198-200(plat) TMP 78 - 20M5
of the Albemarle Count ZoningOrdinance. TMP 78-20M5 is reserved PP• / \ �
as Open Space and is not required to have a building site. Open Space 6.917 Acres / s?
TMP 78 - 20Farm 6.569 Ac. F OO-�° ��
1500 State FBlvd.
The Revised 6.917 acre Special Lot is established solely for use as 9�� o p 6
N/F State Farm Mutual
Open Space, and is reserved for future dedication to the Auto Insurance Co.
Albemarle Co. VDO\ i , T 8 p
County of Albemarle for public use upon demand. D.B. 626 p. 466, p. 469 (plat) / J I` ::."� ` Public Slope E /ement C /ior6'0 3j\n► /
Subject Parcels located in the Upper Rivanna River Watershed I D6.4077 p.311 Bess 6/� Og07.�Y
1 PP I .. ' .. D8.4077 p.313-318 plat':.
Subject Parcels do not lie in a Water Supply Watershed. �, ,` ' I. 1: F�c\ vb/ic
3895175.2 I New Var. Width 8S336R'0_W Albemarle Co./VDOT
Subject Parcels do not lie in an Agricultural or Forestal District. _ _ _ _ / E 11497743.1 „P' I : Permanent Access iTotpl� Public Slope Easement
........ Easement
D6.4077 p.311
Except for the area designated in the SW corner of the property, _'-�_ ,' l,' , �� DB.4077 p.313-318 plat
Parcels 20M1 and 20M5 , lie in Zone X, (unshaded) areas determined _ / SteepSloe _ _ '' / \
P :..:./ * TMP /S-20M6'�
_ Preserved N 3895119 6 .; / \
to be outside the 0.2% annual chance floodplain as shown on FIRM Overlay Area E 11498019.4 / / Presldlo Pantops, LLC
Community Panel 510006 289D, effective date Feb. 4, 2005, with a TMP 78 - 20J �'' .� D.B. 4069 p.267, pp.275-276(plat)
Letter of Map Revision dated Feb. 06, 2017. N/F State Farm Mutual Worell Land &Development ,t D.B. 5077 p. 127-131
Auto Insurance Co. Private Conservation Easement, ,� �`� 1
No current field boundary survey was performed for the D.B. 626 p. 473 (plat D.B.2544 P.243-251(plat) _ - 1 1�/ 'r D.B. p )
6077 p 119 pp 26 (plat)
�� �� :,d /. D.B.5077 132-139
of this lat. Boundaries are taken from current D.B. 669 p. 555, p. 557 plat) 0,0 ---------
preparation,
p g �.50 ��::New Var. Width D.B. 5093 p. 527
plats of record. p� 6� r �,�` ;; h0i :.:.:. Permanent Access ,�D.B. 5224 .198-200(plat)
��6 Easement / D.B.349 413-421(plat) /
PP
�.......�.:. pp.
Easements other than those shown may exist and affect the property. �c��`' {{` /,� r ' " 1"0 %.:.:.::.:�;:. D.B.5368pp.620-630
` r S83'31'12 W 176.29 �. :• • .. • / / D.B. 5372 pp.691-699
No evidence was found to indicate that places of burial exist on N 3894841.4 ,f� - �,/:::::::::�.::: Steep Slope D.B. 5372 pp.700-710 -1
Tax Map 78 Parcels 20M5, 20M6 or 20M1. E 11497190.2j`... Preserved / 20.415 Ac.
Limits Of= . �/
FEMA 100 YearG�` - ..... Overlay Area ,
Area 'X' a portion of Tax Ma 78 Parcel 20M1 is to be (p ) s4- 0
P P Flood Plain(per GIS �,��` Stee SlopeMana ed , / See Plats Recorded at R=708.00'
... .. y
added to and become a Portion Of Tax Ma 78 Parcel 20M5. �\W/% a�Wi�
Map -� :::::' Overla Are19 /' D.B. 5368 Pg.620-630 N63'05'39"W A=132.77'
,��Ib, f _ - g. - 57.41 C6=S82'2T54"W
Subject Properties are served by public water and sewer. V Atea'X� D.B. 5372 Pg.700-70i for Lc=132.58'
0.348 Ac. w.;��� -= ��"` /.'. / ,/ .�- additional New easements. S27'40'17"W
IF =Iron Found IS =Iron Set \ A Portion of TMP.78-20M1 S =r -� I / 197.14
Vk-\ S6 _ _ , _ -� Steep Slope
To be Added to and Become /
*A Part of TMP.78-20M5* 01+��
Limits Of 100' \� O�. /Y ed
Albemarle Co. Public j \\ \ / �/ OverlayArea
Stream Buffer \ ?S �Facilities & Access \
(per GIS) \ �V� ,� Easement for SWM \ \
B.5276 P.40?409
\ \ I Approximate Location
SOURCE OF TITLE: / Albemarle Co. Public \ \ i 50 Private Access Easement
/ / 6� Facilities & Access Worrell Land &Development LLC
TMP 07800-00-00-02OM5 & 1 / , / / ,��6 Easement for SWM \ \ D.B. 11 L p. 320
TMP 07800-00-00-02OM6 `Z / D.B.5276 P.400-409
D.B. 5349 p.413-421 plat �� /� Lt ,�ti`�� \ \ \ ` D.B. 881 p. 297 169.90'00"W
New Var. Width \
D.B. 5224 p.198-200 plat \, ��Q �,� / � Permanent �Ssy , Beak Inundation \ �
D.B. 5077 p. 127 131 O
D.B. 5077 p. 119, pp. 125 (plat) ` _ / Access Esmt. Oy Zone-Federal-
�\ / N 3894642.3
%� S�8 ` Albemarle Co. Public ��
j / E 11498497.2 F��f-ter
O>, i Steep Slopes Facilities &Access R,0
�To7 i Preserved \ Easement for SWM
O� i Overlay Area D.B.5276 P.400-409 \
el 4
� S f
LINE TABLE ; �e v ° o is \
MP 78 - 20M 1
3 Are` °� �. �re�7� 4'lM p� N/F Worrell Land & Development
LINE
BEARING
DISTANCE
L1
N06'27'21"W
85.61'
L2
N09'0658"E
79.53'
L3
N58'53'06"E
44.81'
L41
S45'32'02"w
26.71'
L5
S30'39'38"E
186.37'
L6
S01'29'41"E
146.80'
L7
S0515'23"W
191.77'
L8
S2017'38"E
57.88'
LVI
E35'2717"W
46.81'
L10
S00'04'48"E
32.54'
L11
S24'05'17"E
81.69'
L12
S1111'05"W
76.45'
L13
S70'48'10"W
80.30'
Ll 41
S65'48'180W
183.53'
Ll 51
S61'43'36"W
122.08'
L1 61
S45'47'42"W
99.95'
D.B. 5077 .109-118(Esmt. Agreement)
D.B 6077 pp. 119-126(Plat)
0, '02 - - D.B.4069pp.267-277(Plat)
�'!j AS \ \_ " 610.13 K D.B. 3552 P.382, pp.387-388(PIat)
9 i S82'18' S6 W 544 pp. 24 - 50 (plat)
D.B. 2 9 2
Wore/1 o� � D.B. 2607 pp. 572-573 (Plat)
Private C Pment < D.B. 1673 618 (plat)
ell Land & Develo o " p.
N 3894449.8 - _�
29.63 Ac.(tax records).
E 11497774.4 , , - -- --- --- --- D:• 2 44 ser�n Eas�men � o
609 N74'26'24"E sir -� Presidia Pantos LLC
,TMP /8-2UM2 A h 40.45' G , P v,.5' Public Ve co Easement
/ COl1NTY OF ALBEMARLI_- k/ -.,, ^ -. , �� - -� Private Access/Grading �� 17 PP .7-459
GREENWAY TRAIL - ^ems & Drainage Easement
•
/ D:6.3552 P.382, pp.387=388(Plot) / / aIVU/� �• - �s !'�- -� To Benefit Tmp.78-20M6 S83:40'5 A 16606
• _ _� , � � -� _ D.B.5233 P.359
.
/ % •a / - o -- ����� N 3894323.8
, ar=�,�`�"sue ..
i
S82.43'27"
E 370.27,
N53'49'44"E
85.08' - Q
PLAT PREPARED BY: J. POWELL _GREENWAY PARCEL
• / / � � � (DB.3552 p.387-389)
ROUDABUSH, GALE & ASSOCIATES, INC. ; o� REV: AUGUST 21, 2020
ENGINEERS, SURVEYORS AND LAND PLANNERS j j J U N E 30, 2020 SHEET
W1 A PROFESSIONAL CORPORATION
p -/ / '8«WORRELL LAND & DEVELOPMENT
SCALE: 1 100
14AX0O�EAL ¢ . PRIVATE CP�SEjNATION EASEMENT
2 OF 3
PHONE 434T-0205 7EMND%ROU H.cOM(DB.25443
FILE: 19.0471
NT#S.pro Q: \RGA\TMPROJ\8310 MJH 2O17\19.0471-SUBDIVISION\BLA-3\BLA-3-2020+IN
S44*27
LINE TABLE Steep Managed slope 14.3fi�5a"E
CURVE TABLE NEW PERMANENT ACCESS EASEMENT �, Overlay Area `�� EASEMENT PLAT PARCEL 20Mb
NEW PERMANENT ACCESS EASEMENT
l4
LINE
RADIUS
ARC
DELTA
CHORD BEARING
CHORD
EC1
520.00'
721.59'
79'30'28"
S28'30'35"E
665.07'
EC2
500.00'
116.88'
13'23'35"
N5915'43"W
116.61'
EC3
456.00'
183.93'
23'06'36"
N41'00'38"W
182.68'
EC41
104.50'
82.14'
45'02'14"
S34'47'25"W
80.04'
EC5
219.50'
123.28'
3210'43"
S141O'39"W
121.66'
EC6
225.50'
79.78'
2016'13"
S4443'50"W
79.36'
EC7
325.44'
131.85'
2312'46"
S66'28'12"W
130.95'
EC8
77.50'
46.16'
34'07'29"
S70'09'57"W
45.48'
EC9
80.50'
33.84'
24*05'12"
SOS'32'39"W
33.59'
EC10
16.00'
20.51'
7326'26"
N46'54'05'W
19.13,
ECII
16.99'
38.92'
13112'02"
N75'46'54"W
30.95'
EC12
163.03'
44.65'
15'41'33"
S2915'30"W
44.51'
EC13
24125.26'
12.19'
0'01'44"
S21'25'35"W
12.19'
EC14
24723.48'
94.56'
013'09*
S21'33'02"W
94.56'
EC15
130.90'
14.49'
6'20'30"
S17'56'39"W
14.48'
EC16
37.66'
55.91'
85'03'08"
S5717'584W
50.91'
EC17
90.15'
27.60'
17'32'31"
N71'24'13"W
27.49'
EC18
87.96'
39.12'
25'29'11"
N49'53'22"W
38.80'
EC19
64.46'
22.74'
2012'41"
N25'06'53"W
22.62'
EC20
38.82'
39.73'
58'38'23"
N44'09'55"W
38.02'
EC21
91.37'
33.70'
21'08'06"
N8217'05"W
33.51'
EC22
103.07'
25.02'
13'54'29"
S78'49'13"E
24.96'
EC23
50.82'
51.96'
58'35'09"
S44'09'15"E
49.73'
EC24
59.90'
18.11,
1719'13"
S24'54'38"E
18.04'
EC25
1
75.96
1
33.74
J "
' 07
25 27
J /1
S49'54 2 E
4
J
33.46
EC26
78.15
23 93
1
17'32 31"
1 "
S7 '24 3 E
1 1
I
23.83
EC27
25.66'
38.09'
85'03'08"
N5717'58"E
34.69'
EC28
142.90'
15.83'
6'20'44"
N17'56'46"E
15.82'
EC29
24627.98'
94.62'
013'12"
N21'33'02"E
94.62'
EC30
24627.91'
12.19'
0'01'42"
N21'25'34"E
12.19'
EC31
175.03'
47.96'
15'41'59"
N2915'43"E
47.81'
EC32
28.99'
66.69'
131'47'24"
S76'04'26"E
52.93'
EC33
4.00'
5.12'
73'20'21"
S46'51'24"E
4.78'
EC34
111.50'
155.19'
79'44'43"
N47'21'20"E
142.96'
EC35
288.50'
162.95'
32'21'46"
N71'02'49"E
160.80'
EC36
188.50'
194.97'
5915'45"
N2514'03"E
186.39'
EC37
141.50'
152.39'
61'42'21"
N26'27'21"E
145.13'
EC38
23.50'
14.94'
36'26'03"
N39'05'30"E
14.69'
EC39
367.84'
63.94'
9'57'31"
N16'03'14"W
63.86'
EC40
499.00'
22.30'
2'33'38"
N12'21'170W
22.30'
EC41
529.00;
229.71'
24'52'46"
N01I1'44"W
227.91'
EC42
431.00
419. D7'
55'42'38"
N1636'39"W
402.76'
R=324.00' �
A=167.31' �� �� �, ' ��� �� New Var. Width
CB=N20'50'55"E \ Permanent Access
Lc=165.46' Easement
30' Public ACSA Sanitary Sewer '
Esmt. D6.4005 p.461
PP•469-471A (plat] \ J �s X
N38'50'04"W I \�
122.00' `
TMP 78 - 20F ,'.. R=440.00' A=427.83'
1500 State Form Blvd. 15' Albemarle Co./VDOT CB=S16'36'390E
N/F State Form Mutual Public Drainage Esmt. / N Lc=411.17'
Auto Insurance Co. DB.830 p.314(plat) I
D.B. 626 p. 466, p. 469 (plat) 4,\
N39'02'540w ✓ nDJAMISON
104.71' Albemarle Co./VDOT
Public Storm Drain Esmt. DB.4077 p.311N 3896014.0 ' * D6.4077 p.313-318 platE 11498054.1 1-4
DETAIL 1 N.T.S. / I sum
) Steep Slope ,/ � � o i
Mona ed
"-� . PJ Pkw R W Overlay Area
EL2 Y
v A
I rn
:•::,:;.:•;:.;;_: EC2 J ' / x ' �
'" = 100/
DETAIL 2 (N.T.S.) SCALE 1,
too 50 0 too 200 /
EC15 EC14 0 �11
SCALE IN FEET /
EC12 E D / o
EC10 4 ` -' o N
' \ a
/ ,N Albemarle Co./VDOT
X=
N \ Public Storm Drain Esmt.
DB.4077 p.311 TMP 078 - 20M4 �-
DETAIL 3 (N.T.S.) = Steep Slope \ DB.4077 p.313-318 plat Martha Jefferson Hospital o
Over ��`P D.B. 3799 p. 734
TMP,78-20M5 / �o Area y o \ % D.B. 2607 nn 572-573 lot
Albemarle Co. Public D.B. 4005 p.461, pp. 469-471A plat)
FROM POINT A TO POINT B C �s +/ Facilities &Access D.B. 4069 p. 267, pp. 274-275 (plat)
USE CURVE TABLE COURSES EC16 TO EC21 �� Easement for SWM D.B. 4077 p. 311, pp. 313-318 (plat)
�° ,' Q�o�t �� D.B.5276 P.400-409 D.B. 4454 p. 527, pp. 533-534 plat
` S � Q'� \ D.B. 4775 p. 685, pp. 694-695 (plat)
/ D.B. 4935 pp. 500-504(plat)
FROM POINT C TO POINT D Q
Area :..... TMP 78-20M5 �� P� \ EC38 F� D.B. 5077 p.109(agreement)
USE CURVE TABLE COURSES EC22 TO EC33 'x' . _
LINE
BEARING
DISTANCE
EL1
N45'32'02"E
9.00,
EL2
S20'48'18"W
4.27'
EL3
S84'54'14"W
25.72'
EL4
N52'33'56"W
25.62'
EL5
S5718'32"W
65.89'
EL6
S0618'36"W
51.34'
EL7
S01'54'42"E
24.43'
ELS
S12'47'45"W
17.84'
EL91
S54'51'56"W
52.74'
EL10
S85'48'38"W
46.30'
EL11
S8713'41 "W
104.91'
EL12
S40'34'14"W
44.33'
EL13
S8818'04"W
31.29'
EL14
N01'41'56"W
8.44'
EL15
N45'47'42"E
16.97'
EL16
N8713'42"E
99.41'
EL17
N54'51'56"E
52.74'
EL18
N04'23'49"W
35.36'
EL19
N5718'32'E
55.57'
EL20
N21'02'00"W
33.70'
EL21
N1114'390E
107.45'
\ 1\ rt of w 4-25*
c QO I F `I,S��� / Managed I
A Part of TM� �� �S v AlbemarI Co. Public "' 5 !/i-~� `J / Overlay Area
Limits Of 100' '�Facilities &Access w
Stream BufferX +V� ?S \ \ /
(per GIS) \ +� Easement for SWM \ \
1. .B.5276 P.400-40 -
PLAT PREPARED BY: J. POWELL \ \ I Approximate Location
13 q Albemarle Co. Public \ \ i 50 Private Access Easement
/Fa ifities & Access Worrell Land & Develo ment LLC REV' AUGUST 21 2020
ROUDABUSH, GALE & ASSOCIATES, INC.J
ENGINEERS, SURVEYORS AND LAND PLANNERS /• / ,\fro D.E.5276eP.400-409 \ \ D.B. 881 p. 90 p JUNE 30, 2020 SHEET
/, / 4y\ �..•.:�.{ ..� \ D.B. 881 p. 290
A PROFESSIONAL CORPORATION
`L D.B. 881 297 SCALE: 1" = 100'
® A.
/
SERVING VIRGINIA SINCE 196E s e / ���New Var. Widt \ \ \ P
914 MONTICE -0 ROAD - CHARLOTTESVILLrE, VIRGINIA229a2 / / - Limits Of Dam
PHONE 434-BTP-02R5- FAX 434-296-5M-EMAIL INFO®ROUDABUS;H.COM / Permanent Break Inundation \ 3 O� 3
/ t Access Esmt. Zone -Federal FILE. 19.0471
NT#S.pro Q: \RGA\TMPROJ\8310 MJH 2O17\19.0471-SUB DIVISION \BLA-3\BLA-3-2020+IN