HomeMy WebLinkAboutSUB202300021 Application 2023-01-31SURVEY NOTES:
OWNER'S APPROVAL
1. PROPERTY & ZONING INFORMATION:
SUBJECT PROPERTY:
OWNER: PANTOPS HOTEL, LLC
REFERENCE* DEED BOOK 3673, PAGE 95
TAX MAP PARCEL: TMP 78-9D (07800-00-00-009DO)
PROPERTYADDRESS. NOTASSIGNED
AREA: 2.397ACRES (SURVEYED)
ZONED: HC
2. THE BOUNDARY SHOWN HEREON IS BASED ON DEEDS AND PLATS
OF RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF
ALBEMARLE COUNTY, VIRGINIA AND A FIELD RUN BOUNDARY SURVEY
BY TIMMONS GROUP COMPLETED ON NOVEMBER 12, 2021.
3. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE
GRID, SOUTH ZONE. DATUM ESTABLISHED THROUGH NETWORK GPS
(LEICA SmartNET) OBSERVATIONS.
4. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO.
51003CO287D, PANEL 287OF 575, EFFECTIVE DATE FEBRUARY4, 2005,
THE PROPERTY SHOWN HEREON LIES IN UNSHADED ZONE X, AREAS
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
5. THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OFA TITLE
REPORT. EASEMENTS MAY EXIST WHICH ARE NOT SHOWN HEREON.
6. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE UPPER
RIVANNA WATERSHED PER COUNTYGIS.
7. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A WATER
SUPPLY PROTECTION AREA.
8. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN
AGRICULTURAL -FORESTAL DISTRICT.
10. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN
ENTRANCE CORRIDOR OVERLAYAREA.
11. THE PROPERTY SHOWN HEREON IS SUBJECT TO THE STEEP
SLOPES (MANAGED) OVERLAYDISTRICT. SAID SLOPES ARE DEPICTED
HEREON (SHEET 2).
12. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN
AIRPORT IMPACT AREA.
13. VOOT WILL ONL Y MAINTAIN THE DRAINAGE EASEMENTS TO THE
EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR
DAMAGE.
14. ACSA EASEMENTS WHERE SHOWN AS A 20 FEET WIDTH ARE TO
BE CENTERED 10 FEET EACH SIDE OF THE AS -BOIL T LOCATION OF THE
UTILITYAND ARE HEREBY DEDICATED AS SUCH.
15. STORM DRAINAGE AND ACCESS EASEMENTS DENOTED HEREON AS
PUBLIC' SHALL BE DEDICATED TO THE COUNTY OF ALBEMARLE,
VIRGINIA FOR PUBLIC USE.
3
THIS EASEMENT PLANT AND PLATTING OF THE
FOLLOWING DESCRIBED LAND, PLAT SHOWING PUBLIC
DRAINAGE, ACCESS, & ACSA EASEMENTS ACROSS THE
LANDS OF PANTOPS HOTEL, LLC, BEING TAX MAP
PARCEL 07800-00-00-009D0' IS WITH THE FREE
CONSENT AND IN ACCORDANCE WITH THE DESIRE OF
THE UNDERSIGNED OWNERS, PROPRIETORS, AND
TRUSTEES, IFANY.
FOR: PANTOPS HOTEL, LLC
BY.
(PRINT NAME)
STATE OP
COUNTY OR CITY OF:
THE FOREGOING WAS ACKNOWLEDGED BEFORE ME ON
THIS DAYOF 20 ,
BY.
NOTARYPUBLIC
MY COMMISSION EXPIRES:
OWNER(S) ADDRESS:
PANTOPS HOTEL, LLC
P.O. BOX 3535
WILLIAMSBURG, VA 23185
COUNTY OF ALBEMARLE
BOARD OF SUPERVISORS
DESIGNATED AGENT
DATE
SITE
MhRTHR
ON
HOSPITO$PITFL
VICINITY MAP
SHEET INDEX:
1N� 5S PtE�
1"=2,500'
SHEET 1: COVER,NOTES
SHEET 2 : EXISTING BOUNDARY & EASEMENTS,
EASEMENTS PREVIOUSLY VACATED
& HEREBY VACATED
SHEET 3: (NEW) PUBLIC STORM DRAINAGE & PUBLIC
ACCESS EASEMENTS
SHEET 4: (NEW) ACSA EASEMENTS
SURVEYOR'S CERTIFICATE:
rUJOSEPHC.
I CERTIFY THAT THIS EASEMENTPLAT, TOTHE BEST OF MY PROFESSIONALKNOWLEDGE AND BELIEF, IS CORRECTANDALL THE REQUIREMENTS SET FORTH SREGARDING THE PLATTING OF LAND IN ALBEMARLE COUNTY, VIRGINIA HAVE BEENCOMPLIED WITH
PLAT SHOWING
PUBLIC DRAINAGE, ACCESS
& ACSA EASEMENTS
ACROSS THE LANDS OF
PANTOPS HOTEL, LLC
BEING
TAX MAP PARCEL 07800-00-00-009DO
IN THE
RIVANNA MAGISTERIAL DISTRICT
ALBEMARLE COUNTY. VIRGINIA
I RIVANNA MAG. DISTRICT I Albemarle County, VA 1
DATE: January 30, 2023 SCALE: 1" = 4
SHEET 1 OF 4 J.N.: 49421
DRAWN BY: JCM CHECK BY: JCM
Last Revised:
8
d
O
t�
z
O
a
3
EX VAR. WIDTH SWM
MAINTENANCE EASEMENT
DB. 3657, PG. 564
IRON (F)
N 3900364.41 MAG NAIL
E.' 11497538.74 (S )
IRON (S )
TMP 78-9
TCO PARTNERS LLC
DB. 4710, PG. 713
D1 EX.20'PUBLIC
INAGE EASEMENT
DB. 3657, PG. 564
II
I
�1
IRON (F)
SUBJECTBOUNDARY
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
C1
100.00,
36.97'
18.70'
21'1047"
N39'1653 E
36.76'
C2
140. 00'
23.1 V
11.56,
9 2723"
N45°01'52"W
23.08'
C3
140.00'
49.25'
24.88'
20"0926"
N59'50'18"W
49.00'
C4
135. 00'
49.04'
24.79'
204846"
N66'15'07"W
48.77'
CS
1 326.50'
1 66.50'
33.37'
11 "40'14"
N7"30'16"E
66.39'
C6
4750'
77.02'
49.97'
92°5356"
S48°08'00"W
68.85'
C7
28257'
14714'
75.28'
29"50'04"
N70 29'50"W
145.48'
DENOTES DRAINAGE EASEMENTS
X PREVIOUSLY VACATED AS NOTED FOR
—. 6� �- COUNTY/ DESIGN UNDERSTANDING
V- If---tq� y�%A
Cj O R �q IRON (F) DENOTES PUBLIC DRAINAGE
IL '% 36 0;7y !4i�EASEMENTS)HEREBY VACATED
wd NAIL.���2p ' AG Ge</
W:C
............
°Ryh
Q DENOTES PORTION OF EXISTING ACSA
1L -�L IRGN.W) \ EASEMENTHEREBY VACATED
5:::.'.'.'.'.'.'.'.'.'.'.'::::::. \
20'PRIVATE DRAINAGE \ ...... SSo
n n cp EASEMENT \ 'srQ��
Z = a DB. 3657, PG. 564
O= o W PREVIOUSLY VACATEDx \ S \
M DB. 3665, PG. 100 \\ �� MAG
0 " W L SEE EASEMENT NOTE 1, EX. 20' PRIVATE DRAINAGE NAIL (S )
m M p x EASEMENT EX. 20' SANITARY SEWER
0 0 THIS SHEET �. EX. 20' PUBLIC
> \ EASEMENT FOR ACSA
DB. 3657, PG. 564... DRAINAGEEASEMENT �\`�
M PREVIOUSLY VACATED \� X� \ DB. 3657, PG. 564
,� \ OB. 3657, PG. 564
O " Z X\ DB. 3665, PG. 100 \ \ ...x
\� x SEE EASEMENT NOTE 1, THIS SHEET ........
EXTO'&VAR. WIDTH
TMP 78-9D . \ r` PUBLICDRAINAGE
MAG NAIL EX 20' & VAR. .. :.
(S) ..+ EABEM-NT
WIOTHPUBLIC PANTOPS HOTEL, LLC
9- �„� LIS 3665PG. 100
DRAINAGE DB. 3673, PG. 95 (VESTING) . �'�-
y EX MANAGED STEEP � ......�c.....:.. :: :
EASEMENT SLOPES (TYP.) ... � . ...::::. IRON.(S)
U DB. 3657, PG. 564 \ _DB. 3657, PG. 564 (PLAT). MAG
HEREBY VACATED \ X 'L OT D' x :..: `s3>° NAIL (S
'.'.'::':':'::'::':....::::':':':':':':':':'.' : 2.397AC. (SURVEYED) �.
X Ae� PKNAIL (F)
N76°39'38"W EX MANAGED Sst� S�
+ ....... ZONED: HC STEEP SLOPES \� X y .. N: 3900163.43.::::::. ....:::::::::......
13.43' \ \ X (T1 P.) ` E: 1.1497990,5&::::::.
PORTION OF EX.
N 3900158.05 \ - -
E.' 11497476.04 20' WATERLINE ESMT. _
.::::......... X
(DB. 3339, PG. 70)
MAG NAIL Cy < G �........ �C
(S) ,.......... HEREBYVACATED (HATCHED) �X / ... ............. ..........
33.69' ...:
y- ... IRON(S)
N 9
R S .. . ...3.QOt33.86.
tiq C .... /.... /.....
N ...E 77497974.44......... .... .EX. 2V PUBLIC...
IRON �gCCw4� O� 955Ov^n / O f. DRAINAGEEASEMENT
...........................
(F) EX. VAR. WIDTH i y� • Gli 773 / PK NAIL (F) O8. 365, PG. 100
DRAINAGE EASEMENT `rS° '99' / / EX 20' PRIVATE
:... ... ..... ..
/ DB. 3339, PG. 701 yg� y IRON(S) / / / DRAINAGE EASEMENT
'IF+ .7'/i ::: Op^� / / OB. 365, PG. 100
EX VAR. WIDTH UTILITY
5 EASEMENTFOR ACSA
DB. 3657, PG. 564
_ IRON(S) C ,
EX.20'WATER LINE / �— X� U7jL/ &VqR c
EASEMENT FOR ACSA MAG pOR 9 Sq SF 5FV7- \ � l�N (S)
EX 20' PUBLIC DRAINAGE
EASEMENT
DB. 3657 PG. 564
N
2
m
O
Z
l
TMP 78-96 // NAIL / X N 390005732 B 365 pG
GUADALAJARACORPORATIONIV / \ / (S) E.11497648.70 564 N40018'12"W,/
DB. 3339, PG. 710 / \ \ / / / / -'t- x TMP 78-9C
TAP INVESTMENTS, LLC
DB. 3657, PG. 606
..
EX. 20' PRIVATE ...::....
/ / [ / DRAINAGE EASEMENT....:... ......
DB. 3339, PG. 701.........:
VIOUSLY
DB. 3665, PG_ 100 A:TED
SEE EASEMENT.NOTE 1,
THIS SHEET...
LEGEND
Q
PROPERTY CORNER FOUND
EASEMENT NOTE:
•
PROPERTY CORNER SET INCIDENTAL TO
BOUNDARY SURVEY BY THIS FIRM (2022)
1. EASEMENTS SHOWN AS PREVIOUSLY VACATED'ARE DEPICTED
VAR,
VARIABLE
TMP
TAX MAP PARCEL
HEREON AS SUCH FOR INFORMATIONAL PURPOSES INCIDENTAL TO
DB.
DEED BOOK
THEIR EXHIBITION ON PRIOR BOUNDARY SURVEY BY THIS FIRM AND
PG.
PAGE
SUBSEQUENT SITE PLAN SUBMITTAL (AND INDICATING INTENDED
INST.
INSTRUMENT
ESMT.
EASEMENT
VACATION .
J
ACSA
ALBEMARLE COUNTY SERVICEAUTHORITY
13.85'
PKNAIL (F)
AHD 4.36'
SCALE 1 "=40'
0 40' 80,
THIS SHEET:
EXISTING EASEMENTS WITH
EASEMENTS HEREBY VACATED
(OR PREVIOUSLY VACATED)
TMP 78-11BI
SANDAV, LLC
DB. 4559, PG. 55
VAR. WIDTH 1
ACCESS EASEMENT
DB. 3657, PG. 564
PLAT SHOWING
PUBLIC DRAINAGE, ACCESS
& ACSA EASEMENTS
ACROSS THE LANDS OF
PANTOPS HOTEL, LLC
��AITH 0 BEING
o jp TAX MAP PARCEL 07800-00-00-009DO
IN THE
RIVANNA MAGISTERIAL DISTRICT
JOSEPH C. MEDLEYS ALBEMARLE COUNTY, VIRGINIA
Lic. No.3385
01-30-23 RIVANNA MAG. DISTRICT Albemarle County, VA
DATE: January 30, 2023 SCALE: 1" = 40'
q�D SURV SHEET OF 4 J.N.: 49421
DRAWN BY: JCM CHECK BY: JCM
Last Revised:
d
O
3
TMP 78-9
TCO PARTNERS LLC
DB. 4710, PG. 713
II EX.20'PUBLIC
D INAGE EASEMENT
DB. 3657, PG. 564
II
I
II
IRON (F)
MAG NAIL: (S)
MAG NAIL
(s)
c,ti� I
a'�
w
4u4
N�v^i
2 o
N76°39'38"W8.
p
13.43'-
N: 39001505 -
E' 11497476.04
/
MAG NAIL
(S)
IRON
(F)
N: 3900364.41
E.' 11497538.74
MAG NAIL
(S )
EX VAR. WIDTH SWM
MAINTENANCE EASEMENT
DB. 3657, PG. 564
IRON (F)
EX 20' PUBLIC DRAINAGE
EASEMENT
N
2
m
Q
2
4% 'o ''o)
' QT
u
DB. 3657 PG. 564
w - - A3
0 D8 C D6T AC2
0
D4 VAR. WIDTH
PUBLIC ACCESS
I EASEMENT
� I I
� I I
IRON (S )
o I I
I o 20' & VAR. WIDTH
to a PUBLIC STORM
Q i I I DRAINAGE EASEMENT
VAR. WIDTH
/ qS•1 4k
C> OeR to/q O IRON (F)
LINE TABLE
rvcvv rvoui, n�. �.cuu
EASEMENT
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
Al
NI °36'48 E
16775'
A5
S56°04'01 E
48.34'
A2
N37°49'11 E
37.73'
A6
S55°38'10'E
27.68'
A3
S88°16'11 E
127.51'
A7
S49 20'38 E
133.69'
A4
N16°48'16 E
1.00,
A8
N28°37'19 E
18.57'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
AC1
135,00'
1.87'
0.93'
0°4731"
S76'16'00 E
1.87'
AC2
273.00'
70.06'
35.23'
14°4226"
S80°5458 E
69.86'
AC3
219.58'
64.68'
32.58'
16°5236"
S64°3020 E
64.45'
AC4
501.00'
55.02'
2754'
6°1732"
S52 2924E
54.99'
MAG \ \
NAIL (S) \ \ EX. 20' SANITARYSEWER
EX. 20' PUBLIC \ EASEMENT FOR ACSA
: DRAINAGE EASEMENT \ \ D6. 3657, PG. 564
".'.'9 DB. 3657, PG. 564
�Q \
\
TMP 78-9D ..: ''� ::: arc .. . VAR. WIDTH
I .. .:::PUBLICDRAINAGE
PUBLIC ACCESS
PANTOPS HOTEL, LLC EAsaiEN7
EASEMENT o� OB:.3ss5_ PG. 100
I I EX MANAGED STEEP DB. 3673, PG. 95 (VESTING) .:Q�'
sLOPEs(rYP.) _DB. 3657, PG. 564 (PLAT) 9 IRON.(S') MAG
\ ... 'LOT D' sS' NAIL (S)
i
oa# D11 2.397AC. (SURVEYED) \ Ae� PKNAIL (F)
EX MANAGED �` . .
oti - - ... ZONED: HC STEEP SLOPES may'.. N: 3900163.43.::::::......:: ...................
j I mP) VAR. WIDTH E: a.14......5e........
Wq1 0
SCD
EX. VAR. WIDTH FyocgY
DRAINAGE EASEMENT
DB. 3339, PG. 701
F. 01Qill
EX VAR. WIDTH UTILITY
S
GJ.D� EASEMENT' FOR ACSA
EX. 20' WATER LINE
EASEMENT FOR ACSA
DB. 3339, PG. 701 MAG
TMP78-9B / //
GUADALAJARA CORPORATIONIV NAIL
/ (S)
DB. 3339, PG. 710
LINE TABLE
NEW PUBLIC STORM
DRAINAGE EASEMENT
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
DI
N30°5825"E
22.03'
D7
522633"W
6.59'
D2
N33°5545"E
8.36'
D8
N88°1007"W
28.92'
D3
N2 2145"E
145.47'
D9
S37°49'11 "W
13.08'
D4
S88'1007E
36.48'
D10
S22145"W
147.74'
D5
N22633"E
28.63'
D11
S33°4723"W
4.13'
D6
I N88°16'11'W
1 20.00'
1 D12
I N81°1356W
1 1551'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
DC1
135.00'
13.80'
6.91'
5°5126"
S73°4347"E
13.79'
DC2
326.50'
26.05'
13.03'
4°34'19"
S11 °03'13"W
26.05'
_ I ^� / DB. 3657, PG. 564
IRON (S) 0
B c
N. 194975732 Dg 36 �S Q S NT o IRON
N40 18'12"W -
LEGEND
Q
PROPERTY CORNER FOUND
(AS NOTED)
•
PROPERTY CORNER SET INCIDENTAL TO
BOUNDARY SURVEY BY THIS FIRM (2022)
VAR.
VARIABLE
TMP
TAX MAP PARCEL
DB.
DEED BOOK
PG.
PAGE
INST.
INSTRUMENT
ESMT.
EASEMENT
ACSA
ALBEMARLE COUNTY SERVICEAUTHORITY
13.85'
PKNAIL (F)
AHD 4.36'
SCALE 1'-40'
0 40' 80'
THIS SHEET:
NEW PUBLIC STORM DRAINAGE
AND ACCESS EASEMENTS
IA A)
TMP 78-11B1
SANDAV, LLC
DB. 4559, PG. 55
EX. 30' & VAR. WIDTH 1 1
ACCESS EASEMENT \
OR 3657, PG. 564
PLAT SHOWING
PUBLIC DRAINAGE, ACCESS
& ACSA EASEMENTS
ACROSS THE LANDS OF
PANTOPS HOTEL, LLC
��AITH 0 BEING
o jp TAX MAP PARCEL 07800-00-00-009DO
IN THE
RIVANNA MAGISTERIAL DISTRICT
JOSEPH C. MEDLEYS ALBEMARLE COUNTY, VIRGINIA
Lic. No.3385
01-30-23 RIVANNA MAG. DISTRICT Albemarle County, VA
q�D
DATE: January 30, 2023 SCALE: 1" = 40' SURvo SHEET 3 OF 4 J.N.: 49421
DRAWN BY: JCM CHECK BY: JCM
Last Revised:
8
d
O
a
TMP 78-9
TCO PARTNERS LLC
DB. 4710, PG. 713
II EX.20'PUBLIC
D INAGE EASEMENT
DB. 3657, PG. 564
I
I
I
I
I
IRON (F)
(F)
3
N: 3900364.41
E.' 11497538.74
TIE ACSA ESMT.
N68046'57' E
30.69'
MAGNAIL (S_) �
Lu
i
U
a � o
Zx�a
O
Spno
U S M M
W
O�
Z
MAG NAIL
(s)
U
N76°39'38"W
13,43'
N. 390015&05-
E' 11497476.04
MAG NAIL -
(S)
EX VAR. WIDTH SWM
MAINTENANCE EASEMENT
DB. 3657, PG. 56415
/
O
/ N
2
IRON (F) `-
m
O
2
MAG NAIL TCOA2),o
(S) oe q� tee.
EX 20' PUBLIC DRAINAGE A�ipT4.� `9
S85 25W'E 123.31 EASEMENT Qs�
IRON (S) DB. 3657, PG. 564 (ss 04
Y
C> OeR 4% 5140, IRON (F)
oe ' 3ss� rya
E14 E>5 20 G %</, :�
ECy\ IRON .(S-
LINE TABLE
NEWACSA EASEMENT
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
El
S482940"W
20.00'
E9
S1°4349"W
4731'
E17
S55°38'10'E
749'
E2
N42°0829"W
43.76'
E10
N88°1540"W
27.32'
E18
S41°5822E
43.41'
E3
N47°51'31 E
34.51'
Ell
Nf 21'00 E
20.19'
E19
S47°5131"W
34.45'
E4
N41 °5822"W
23.47'
E12
N88°39'00"W
9.52'
E20
S42°0829 E
23.98'
E5
N55°38'10"W
749'
E13
N12336E
4718'
E21
N10°50'39"W
16.00'
E6
N55°38'10"W
48.01'
E14
S88°16'll E
77.76'
E22
N78°3403"E
36.55'
E7
N88°16'1l"W
51.91'
E15
S88°16'1 PE
51.91'
E23
S10°50'39 E
16.37'
E8
N88°16'11"W
40.50'
E16
S55°38'10 E
48.01'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
EC1
340.00'
34.47'
1725'
5°48'33"
N44°52'38"W
34.46'
EC2
460.50'
63.13'
31.61'
7°51'15"
N5142'32"W
63.08'
EC3
230.00'
131.00'
67.33'
32°3801"
N71°57'10"W
129,24'
EC4
250.00'
142.39'
73.18'
32°38'Oi"
S71 °57'10 E
140.47'
EC5
480.50'
65.87'
32.99,
7°51'15"
S51 °42'32 E
65.82'
EC6
360.00'
36.50'
18.27'
5°4833"
S44°5238 E
36.48'
W E8 E7 ..... :..5
VAR. WIDTH
E12 w WATER LINE
EASEMENT \ Sid _' MAG \ \
W I FOR ACSA \F�6. NAIL (S) \ \ EX. 20' SANITARYSEWER
\ EX. 20' PUBLIC \ EASEMENT FOR ACSA
�E1t� - - E1710< = = DRAINAGE EASEMENT \ /\x,\� DB. 3657, PG. 564
20' WATER L/NE Fs\. DB. 3657, PG- 564 / \
N45°50'38"E EASEMENT CCC
54.72' FOR ACSA �$�o \
TIEACSA ESMT. E5 ....:.:.:... �\ .......
\EX TO' &VAR. WIDTH
TMP 78-9D ........ s::"1 . . vS� .....:..........PUBLICDRAINAGE
PANTOPS HOTEL, LLC �, �o :::: EAaiN�
1 ..... .
? . ........ „� ....DB. 3665,:PG. 100
EX MANAGED STEEP DB. 3673, PG. 95 (VESTING) . �.: .:.:.:.:.:.:.:.:.:.: .�'�'>:
SLOPES(TYP.)
..............
/7R ZR47 D!: 4RA /D/ dTl :.�.::::.�.�:eC- "":." IRO N.(S')
/ (� .... IRON (S) - f .......
S'C0� EX &TIE
A S4 ESMT oo N69a S �F.�o / � G� / Ei 11�7974 44 f� 7/!� EX 20' PUBLIC
DRAINAGE EASEMENT
................
EX. VAR . WIDTH i . f3.81.'. 0� 779 PK NAIL (F� / EX 2065 PG. 100
RIVATE
DRAINAGE EASEMENT `rSo : 99'^_-..... /��
DB. 3339, PG. 701 Spy ..... .... E= Ih ...... y / P
�'+ 4j I IRON $' '�f oI ..w/ / DRAINAGE EASEMENT
sr� ....... ..... W �^ - ( ) ...... / N79 0919 DR. 365, PG. 100
yc ,pp 7p W\ -�0 ,C \ / 35 / 29.65' TIEACSAESMT.
-EX VAR . WIDTH 'UTILITY
C, - 3 \ j 103 < EASEMENT' FOR ACSA
`a"'9ACS �OT F3• - \ �/ w, / DB. 3657, PG. 564
EX. 20' WATER LINE / � --
EASEMENT FOR ACSA
DB. 3339, PG. 701 / / MAG
TMP 78-9B / // NAIL
GUADALAJARA CORPORATION IV �� / (S)
DB. 3339, PG. 710
N
•
VAR,
TMP
DB.
PG.
INST.
ESMT.
ACSA
20 \ IRON (S) C
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N. 194975732 Dg 86 �S G S NT \ o IRON
N40 18'12"W -
LEGEND
PROPERTY CORNER FOUND
(AS NOTED)
PROPERTY CORNER SET INCIDENTAL TO
BOUNDARY SURVEY BY THIS FIRM (2022)
VARIABLE
TAX MAP PARCEL
DEED BOOK
PAGE
INSTRUMENT
EASEMENT
ALBEMARL E COUNTY SERVICE AUTHORITY
13.85'
PKNAIL (F)
AHD 4.36'
SCALE I "=40'
0 40' 80,
THIS SHEET
:
NEW ACSA EASEMENTS
TMP 78-11B1
\ \ SANDAV, LLC
DB. 4559, PG. 55
EX. 30' & VAR. WIDTH 1 1
ACCESS EASEMENT \
DB. 3657, PG. 564
NI PLAT SHOWING
PUBLIC DRAINAGE, ACCESS
& ACSA EASEMENTS
ACROSS THE LANDS OF
PANTOPS HOTEL, LLC
��,Z,TH 0 BEING
o jp TAX MAP PARCEL 07800-00-00-009DO
IN THE
RIVANNA MAGISTERIAL DISTRICT
JOSEPH C. MEDLEY S ALBEMARLE COUNTY, VIRGINIA
Lic. No.3385
01-30-23 RIVANNA MAG. DISTRICT Albemarle County, VA
DATE: January 30, 2023 SCALE: 1" = 40'
q�D SURV SHEET 4 OF 4 J.N.: 49421
DRAWN BY: JCM CHECK BY: JCM
Last Revised:
8
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