HomeMy WebLinkAboutSUB202000210 Review Comments Easement Plat 2020-12-18Phone 434-296-5832
�,� OF AL
�� M
��RGIN�P
County of Albemarle
Department of Community Development
401 McIntire Road,
Charlottesville, VA, 22902
Memorandum
To: Jay Tinsman (itinsmans@cctownes.com)
From: Cameron Langille, Senior Planner II
Division: Planning
Date: December 18, 2020
Subject: SUB202000210 North Pointe Easement Plat
Fax 434-972-4126
The County of Albemarle Planning Division will grant or recommend approval of the plat referenced above
once the following comments have been addressed: [Each comment is preceded by the applicable reference,
which is to the Subdivision/Zoning Ordinances unless otherwise specified.]
1. [General Comment] This plat was submitted as four (4) separate plat documents that have since been
combined into one PDF that will be recorded as a single plat. Staff corresponded with the applicant
directly via email on 11/20/2020 and the applicant agreed to this. The combined plat PDF is attached to
this letter for reference purposes. Please make the following revisions:
a. [14-302 (A)(1)] Please provide a cover sheet with a revised plat title stating that this is an
easement plat creating (easement types) on Tax Map Parcels (insert TMP numbers).
b. [14-302 (A)(2)] On the cover sheet, please provide a vicinity map at a scale of one (1) inch
equal to two thousand (2,000) feet showing the property and its relationship with adjoining land
and streets, its relationship with landmarks in the area and, if the subdivision is a phased
subdivision, all other phases of the subdivision for which a final plat has been approved, in
detail adequate to describe the location of the property without field review.
c. [14-302 (A)(15)] On the cover sheet, provide notes listing each Tax Map Parcel (TMP) number
that is subject to this plat, and provide the owner names and addresses for each owner.
d. [14-302 (B)(1)] On the cover sheet, provide an index listing sheet numbers and what is shown
on each sheet.
e. [14-302 (B)(2)] Provide the name of the person who prepared the plat on the cover sheet.
f [14-302 (B)(4)] Provide a note on the cover sheet identifying whether there are any places of
burial on the TMPs subject to this plat.
g. [14-303 (D)] State the acreage of all parcels affected by this plat as a note on the cover sheet.
2. [14-302 (A)(4) & 14-302 (A)(5)] Please state identify whether each new easement is public or private in
the easement labels.
3. [14-302 (A)(4) & 14-302 (A)(5)] Across all applicable drawings, please revise the easement labels.
This plat is platting new easements, and currently new easements are shown on one sheet, and then they
are labeled as BSA on other sheets. Staff suggests revising the sheets so that each sheet shows new
easements by type. For example, sheet 2 shows new SWM facility and SWM access easements. Sheet 3
shows new drainage easements. Sheet 4 shows new ACSA easements, etc.
4. [14-302 (A)(5)] Please state the deed book and page number of the recorded instrument for all existing
easements in the easement labels.
5. [14-302 (B)(1)] Please add a date of last revision.
6. [14-302 (B)(1)] Please revise the number of sheets listed on each sheet. In total, there are six sheets in
this plat.
7. [14-302 (13)(5)] Please provide a zoning classification note for each property subject to this plat on the
cover sheet.
a. Identify the primary zoning district and all applicable overlay districts for each property subject
to this plat.
b. Include references to any Zoning Map Amendments, Special Use Permits, and variances that
apply to each TMP in the note. TMP 32-20 is subject to ZMA200000009 and ZMA201300007,
the conditions of Special Use Permits SP200200072 and SP201500003, and variance
VA198100008.
8. [14-302 (13)(7)] On the cover sheet, please provide a note indicating whether any of the properties
subject to this plat are located within an Albemarle County and/or City of Charlottesville water supply
watershed or an agricultural -forestal district.
9. [14-302 (13)(9) Please address the following related to floodplains:
a. On the cover sheet, indicate whether any of the properties are located within the Flood Hazard
Overlay District. Identify the source used to make this determination.
b. Show and label the limits of the Flood Hazard Overlay District on any applicable drawings.
10. [14-302 (B)(10)] Show the location of any Water Protection Ordinance (WPO) stream buffers on all
applicable sheets.
a. Add a note to the cover sheet stating "The stream buffer(s) shown hereon shall be managed in
accordance with the Albemarle County Water Protection Ordinance."
11. [14-303 (A)] Please provide a statement of consent to division on the cover sheet for each TMP subject
to this plat.
a. The statement of consent to division should be worded as follows: "The platting or dedication
of the following described land [insert a correct description of the land subdivided] is with the
free consent and in accordance with the desire of the undersigned owners, proprietors and
trustees, if any. "
12. [14-303 (D)] Please clarify whether this plat is intending to dedicate the right-of-way identified as
"Proposed Northside Drive" that is shown on the plat. Currently, different acreages are listed for the
Northside Drive ROW (0.875 acres and 0.86 acres).
a. If this plat is not intending to dedicate that ROW, staff suggests removing it from each sheet.
13. [14-303 (L)] All new public drainage and SWM easements require a deed to be recorded with the plat.
See attached Engineering Division comments. Engineering Division staff will provide templates for
these deeds that must be completed and submitted with the revised plat, please contact the staff
Engineer listed below to obtain templates. Deeds will be sent to the County Attorney for review and
approval prior to approval of the plat.
14. [14-303 (0)] On the cover sheet, please provide a signature panel for each property owner under the
statements of consent to division mentioned in comment # 11.
15. [14-303 (P)] On the cover sheet, please provide notary panels for the notary to acknowledge the
signature of the owner.
Please contact Cameron Langille in the Planning Division by using blangille@albemarle.org or 434-296-5832
ext. 3432 for further information.
Albemarle County Engineering Division — Matt Wentland, mwentland@albemarle.org — Requested changes,
see attached.
Albemarle County Service Authority (ACSA) — Richard Nelson, melson@serviceauthority.org — Review not
yet complete, comments or approvals will be forwarded to the applicant upon receipt.
Virginia Department of Transportation (VDOT) — Max Greene, max. rg eene@vdot.vir ie nia.gov — No
objection, see attached.
Review Comments for SUB202000210 Easement Plat
Project Name: NORTHPOINTE - EASEMENT - DIGITAL
Date Completed: Tuesday, December 15, 2020 Department/DivisiordAgency: Review Status:
Reviewer: Matthew Wantland CDD Enaineerino Requested Changes
1. Easements will need to be labelled as Public or Private.
2. A Deed of Dedication will need to be signed and recorded for the public drainage easements. This will filled out by the
County and forwarded to the applicant when the plat is nearing approval.
3. A Deed of Dedication will need to be signed and recorded for the SWM facility easements. This will filled out by the County
and forwarded to the applicant when the plat is nearing approval.
Pager County of Albemarle Printed On: 12/18/2020
(Z)
COMMONWEALTH of VIRGINIA
DEPARTMENT OF TRANSPORTATION
Stephen C. Brich, P.E. 1401 East Broad Street (804) 786-2701
Commissioner Richmond, Virginia 23219 Fax: (804) 786,2940
December 1, 2020
Cameron Langille
County of Albemarle
Department of Community Development
401 McIntire Road
Charlottesville, VA 22902
Re: SUB-2020-00210 — North Pointe Easement Plat
Rev. #1
Dear Mr. Langille:
The Department of Transportation, Charlottesville Residency Transportation and Land Use
Section, has reviewed the above referenced Glenbrook at Foothill Crossing Phase IIB —
Preliminary Plat, as submitted by Townes Site Engineering, dated November 5, 2020 and find it
to be generally acceptable
A VDOT Land Use Permit will be required prior to any work within the right of way. The
owner/developer must contact the Charlottesville Residency land Use Section at (434) 422-9399
for information pertaining to this process.
If you have further questions please contact Max Greene at (434) 422-9894.
Sincerely,
Adam J. Moore, P.E.
Area Land Use Engineer
Charlottesville Residency
VirginiaDOT.org
WE KEEP VIRGINIA MOVING
u VARIABLE W107H VDOT
DRAINAGE EASEMENT
�p 0 3, 653 SO. FT.
s
sS.\
R=134.00'
L=127.68'
A=5435'31"
CHD BRG=S200233'W
�! CHD=122.90'
CWH PROPERTIES, LP
PARCEL ID: 32-20 !�
D. B. 2309, PG. 419 "
\l'\ N26 40'12'£�
\ VARIABLE WIDTH \`sue 9?s S� lY p1�� r N2303'32E 481.00' VAR/ABLE WID7H�\
I \\\ SANITARY SEWER T �V� 7 �0y p VARIABLE WIDTH SWIN/BMP R=39.00\ SWM/BMP do - 1*
EASEMENT (BSA) k• / Ec DRAINAGE EASEMENT L=4522• \3 1
DRAINAGE EASEMENT
5 9 q�� � 1t 51, 019 SO. FT. A=6626 27" N3775'07 51,014 S0. FT. 2
--/ - 0810
VARIABLE WIDTH CHD BRG=N7038'20"E Itz
t / 40 L "9
IL28 6734796 75
- NI N 6#3481494 N 6734666.67 + N 6734663.
JI SIN
00 I N 673485263 B N 6734715.46 L31
° I I 39J' ry C24 N 6734747,54 G® 7VARIABLE
0.52VAR/ABLE WIDTH Ct VDOT DRA/NAG£ .Nhi 0 WIDTH VDOT
EASEMENT DRAINAGE EASEMENT
75J SO. FT 4/4 S0. FT.
PROPOSED +
I c� NORTHSIDE
N 6734863.78 n DRIVE N
U-VARIABLE W1D7H
V
,W I EXIS77NG FORCE
�o MAIN EASEMENT .875 ACRE
TO BE
CIA DEDICATEDIp
30' SANITARY I'Rt °h - -
t
SEWERREASEMENTI� wI u VAR/ABLE W1D7H
m� a VOOT DRAINAGE
N 6734932.01 lEASEMENT
HIV NQ `!,4 325 S0. FT.
144.41' 87.96' 46.17 18..90,
232.37- N24'01'58"E 20L32' 60.50'
N 67348/3.05
N 673479724 / N
BHT OF WAY DEDICA77ON
PROPOSED NORTHSIDE DRIVE 0.86 ACRE
SEMINOLE TRAIL ADD177ONAL R/W 0.019 ACRES
GRAPHIC SCALE
60 0 30 60 120
( IN FEET)
I inch = 60 ft.
(BSA)= BY SEPARATE AGREEMENT
THIS PLAT IS SUBJECT TO ANY EASEMENT DF RECORD
AND OTHER PERTINENT FACTS WHICH A TITLE SEARCH
MIGHT DISCLOSE.
THIS DDES NOT REPRESENT A CURRENT FIELD SURVEY
CD. PROJECT#
CO. SITE#
LINE TABLE
LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
L1
S5239'09 E
1.62'
L21
56332'48"E
L2
S5248'34 E
15.37'
L22
S032530"E
L3
N5521'52"W
12.27'
L23
N032530"W
L4
N6939'49 E
11.81'
L24
N633246"W
L5
S09 4648"W
7.85'
L25
S34 51'51 E
L6
S1007'17"E
15.91'
L26
N264036 E
L7
S73'4121 "W
9.53'
L27
S63'19'06 E
L8
S0715'13 E
2.14'
L28
S26'40'51 "W
L9
S524834 E
52.03'
L29
S43'0652 E
L10
N524834'W
60.17'
L30
N637948"W
L11
S4239'42 E
37.22'
L31
N26'40'51 E
L12
S817134"W
1784'
L32
N5239'09"W
L13
S697548"W
18.16'
L33
N637948"W
L14
N3104'44"W
23.71'
L34
N26'40'51 E
L 15
S76 08'27"E
6.33'
L16
S63'19'48"E
14.78'
L17
N26'4051 E
361'
L18
N024831 E
54.26'
L19
5722823"W
48.02'
L20
N8892'15 E
30.84'
DRAWN BY.• SDF
SAN/TARY SEWER - \ col
R=134.00' N
EASEMENT (BSA) L=95.89'
24' FORCE MAIN A=40 59 58"
�� EASEMENT (BSA) CHO BRG=N5755'06 E \ ��
20 \ CHD=93.85'
\ \ EXIS71NG FORCE \`\ . I .
MAIN EASEMENT � N 77032 2
\ \ N19'1" 7 I •
\ 51.54'
\ 17.38'
8.11'
- _ 16.05 VI ly N 6733999.12
N
R=376.91' I I
L=76.32' 1 i
A=1136'050
CHD 8RG=SO52728"W r C9
R=33.14' CHD=76.19'
L=34.59' / 3
A=59 47 52" 1p� G15 C1 ¢\ •� 0
0.019 ACRE CHD B16' ACCESS
RG=S3329'O8"E /
DEDICA7E0 CHD=3304' / G,,��Zy+T EASEMENT\\\5,8J4 SOFT. N10.i8"E 15297'/V375g1g
250.
SHMINOLH TRAIL
US ROUTE 129
VAR/ABLE WID R/W
"E
N 6734573 55
LENGTH
14.15'
9.99,
9.53'
14.19'
29.45'
6.11'
61.00'
40.63'
9.96'
61.00'
35.27'
15.60'
44.65'
19.23'
CURVE
TABLE
CURVE
RADIUS
LENGTH
DELTA
Cl
25.00'
38.81'
885648"
C2
39.00'
25.87'
38 00'03"
C3
134.00'
26.36'
1176'09"
C4
551.93'
18.78'
156 59"
C5
44.00'
34.58'
45'0136"
C6
160.95'
27.83'
9 54 20"
C7
25.00'
8.60'
19'4239"
C8
25.00'
34.62'
7920'01"
C9
202.38'
115.76'
32 46 23"
C10
33.19'
61.11'
1052957"
C11
179.27'
51.66'
1630'40"
C12
195.27'
54.33'
1556'26"
C13
49.19'
90.66'
1053621"
C14
186.38'
106.84'
32 50'43"
C15
360.91'
72.24'
1128'08"
C16
1714'
17.85'
59'40'18"
C17
551,93'
6799'
7'0330"
C18
25.00'
JO.45'
694743"
C19
546.00'
55.19'
54728"
C20
454.00'
7.21'
05433"
151.
24.
150.00" N26'40'43"E
N 6754289.78
CURVE TABLE
CHORD BEARING
CHORD
CURVE
RADIUS
LENGTH
DELTA
S80'09'44"W
35.03'
C21
25.00'
51.02'
116 56'05"
S36'13'16 E
25.39'
C22
447.61'
73.OX
920'52"
S643320"W
26.31'
C23
25.DO'
1.12'
233'34"
N57'14'56'W
18.78'
C24
25.00'
42.74'
9757'32"
N87'17'47"W
33.70'
*17
��pLTH OF
�Oa
c
a
N8051'31 E
2779'
N3632'11 E
8.56'
S1259'09 E
31.92'
S303236"W
114.19'
S1059'08"E
52.83'
S6773'59 E
51.48'
N67'07'40"W
54.15'
N 10 05'55"W
78.36'
N3042'10"E
105 39'
CHORD BEARING
CHORD
S8508'54'W
42.62'
N5839 20"W
72.95'
N2524'04 E
1.12'
N7539'22 E
3772'
u DRAFT i
MAYNARD J TINSMAN III
LIC, NO, 2860
11-05-2020
(gNOSURVI EV��
N052733 E
72.12'
N3329'08"W
1706'
S59'48'11 E
67.95'
S0873'00"E
28.61'
S3929'37"E
55.16'
N35 55'47"W
7 21 '
1
PLAT OF
O.875 ACRZS OF LAND TO ffZ 0ZDIC4TZ,0 INCLUDING
�4J YARIADL,' #ZOTfI 1 rOOT DRAINAGE' Z'ASZ7WZA1T.S,
IY4RI4ffZZ #rlOrI S#rJfZgAfP &DRAINAGE' FXSZJfFA1T
�@ 16 ' ACC�'SS �ASff ffffNT, ACROSS rff, PROP,RTY
OF CA�II PROP�'RTI�'S LIAfITpD PARTNERSHIP
RIYANNA DISTRICT
AZBffj Rff7 COUNTY, VIRCINIA
SCALE: 1 " = 60' NO MEMBER 5, 2020
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX: (804) 748-2590
CHECKED BY.•
SHEET 1 OF 1
i
N 6734912.20
VARIABLE WIDTH
10dOT DRAINAGE
\ • _ _ _ �- EASEMENT (BSA) -
U. \ \ \ R=546.00'
1 L=55.19' / -
h I.� VARIABLE W DTH A--5'47' 9? _
� SANITARY SEWER CHD BRG=S3929'37'E B2 R=454.00'
EASEMENT *9S\ CHD=55.16' L=721' / VARIABLE W10TH SWUI'BMP &
5 315 SO. FT. �4�+ - DRAINAGE EASEMENT (BSA)
??)3 d=0 54 33 /
CHO BRG=N3555'47"W /
N 6734958.01 f 56• j �� /� S315 5"= - CHD=7.21'
I0 45 4 .y k A 218� /
Q� �S ABM/ ����� /
)Cy' N 6734671.49 \\ / EASEMENT CE MAIN
I - �145.65'
5237020"W �� �20�6' 7,893 S0. FT
48�?�53072 09"W'
I VI / �"j 40.63' N26 40'S1 E C _ sN11.x
y�g �. VARIABLE WIDTH SANITARY "' W.
�N2320201E 125.50 o SEWER EASEMENT 2 U . L5 I
fig, 0� 630 S0. FT. - c -i 33.94'
N 6734892.94 N26 4126 E e N 6734663.50 N264/26 "£
` .I W. IA Al N 6734591.47
b EXISTNG FORCE'
ORCE cn
. . . . I o o}} MAIN EASEMENT ' u.
. I / . N rl . TO VACATED (BSA).
V5 O
R=2500' EXISTING FORCE
vOi - .I 6.1 =42. �4' L=34.62' 24.75" 0.52 \ \ MAIN EASEMENT
N26 40 36 E CHO BRG=N1259'07"W N26 40�E N26'40 51 E \
Il 4=9757'32" \
I 'I CHO BRG=N753922"E CHD=31.92'
CHD=3772'
• ' I I VARIABLE WIDTH 43 VARIABLE WIDTH \
VDOT DRAINAGE .W O o VDOT DRAINAGE
EASEMENT (BSA) 'wQj' �o EASEMENT (BSA) \ \
N N
N = CWH PROPERTIES, LP \ \
a I y PARCEL ID: 32-20 \
n I \ D. B. 2309, PG. 419
APEX, LLC -
PARCEL ID: 32-22E I PR��pp�pQ�s��pp \
D.B. 2832, PG. 346 . . EXISTING FORCE NORTSSIDE R=447.61"
3891 SEMINOLE TRL I MAIN EASEMENT R=551.93' DRIVE L=73.OX \
L=6799' VARIABLE WIDTH R/W A=920'52"
I I I 0.875 ACRE TO BE CHO BRG=N583920"W
A--7'03'30" CHD=72.95'
CHO BRG=S59 48'11 E
DEDICATED (BSA)
I I CHD=67.95'
I
' I 30' SANITARY SEWER
rn
EASEMENT TO BE
EI VACATED (BSA)
.-.. VARIABLE WIDTH
VDOT DRAINAGE
. I y° �� EASEMENT (BSA) 0.019 ACRE TO BE
DEDICATED (BSA)
f \
. ( 8796' 46.1T
144.41' N24'01'58"E
232.3T 155.15,
GRAPHIC SCALE
30 0 15 30 60
LINE TABLE
( IN FEET )
LINE BEARING
1 inch = 30 ft.
L1 N71'4126 E
(BSA)= BY SEPARATE AGREEMENT L2 N0741'56 E
THIS PLAT IS SUBJECT TO ANY EASEMENT OF RECORD L3 N18'04'59"W
AND OTHER PERTINENT FACTS WHICH A TITLE SEARCH
MIGHT DISCLOSE. L4 N59'47'51 "W
THIS DOES NOT REPRESENT A CURRENT FIELD SURVEY L5 N30'12'09 E
CO. PROJECT#
CO. SITE# L6 N2640'51 E
DRAWN BY.• SDF
CURVE TABLE
LENGTH
CURVE
RADIUS
LENGTH
DELTA
17.76'
Cl
25.00'
30.45'
69'47'43"
35.30,
C2
25.00'
173B'
39'49'16"
2782'
C3
25.00'
51.02'
11656'05"
20.00'
C4
546.00'
11.30'
1'11'OB"
27.23'
361'
SEMINOLE TRAIL
US ROUTE 129
VARIABLE WIDTH R/W
CHORD BEARING
CHORD
N0873'00"W
28.61'
N463529 E
17.03'
S85'08'54 "W
42.62'
N4147'47"W
11.30'
201.32
PLAT OF
V.4"WRLE XZOFII SANITARY FZ#, ?
S
`7 Z'4SZWRA1T.S, c@ 24' FDRCL�' AlAIN Z'A.SZ'A!�'NT,ACROSS Tllr' PROPMRFF OF CIYH PRDPZ'RTlR'.Spow LIA011FIR0 PARTN�R.SIIIP
yRIF"" I0I9TRICT
AN III XZffZjWRZZ COUNTY, YIRCINIA60 SCALE 1" = 30' NOVEMBER 5, 2020
Townes
SITE ENGINEERING0� 1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX: (804) 748-2590
CHECKED BY.•
SHEET 1 OF 1
N 6734948.03
APEX, LLC
PARCEL ID: 32-22E
D.B. 2832, PC 346
3891 SEMINOLE 7RL
N 6735063.90
L — — — —
VARIABLE WIDTH \ l
SANITARY SEWER '
EASEMENT (BSA)
/ l n
5
VARIABLE WIDTH
VDOT DRAINAGE
EASEMENT (BSA)
/R=546.00'
L=55.19'
A=54728" 9?sue, R=454.00'
CHO BRG=S3929'37 E L=721'
CHD=55.16' 6=054 JJ"
CHD BRG=N35 55'47"W
R=25.00'
L=51.02 T/
CHO BRG== S85'0854"W / /
24' FORCE MAIN
T 29.73' — — — — — / — _ — CHD=4262' / EASEMENT (BSA)
R=25.00'
N 6734862.50 S26'40'S1 "W L=30.45' 1 —/ \
• 40.63' 6=69 4748"
I I o CHD BRG=N0873'00'W VARIABLE
SEWER v /
L �0 CHD=28.61 ' O1
269.41, EASEMENT (BSA)
Ae j . PORTION OF FORCE MAW
I g rl . EASEMENT TO VACATED . . .
����� .. 7,044 SO. FT.
46.60 � _ 19E66'' _
�N26 4f 26 E 317.60'
MIQd V26 40'36 E
VARIABLE WIDTH
VDOT DRAINAGE
EASEMENT (BSA)
EXISTING FORCE
MAIN EASEMENT
30' SANITARY SEWER
EASEMENT TO BE
T VACATED
{ 7,611SO. FT.
114.55'
232.37
(BSA)= BY SEPARATE AGREEMENT
THIS PLAT IS SUBJECT TO ANY EASEMENT OF RECORD
AND OTHER PERTINENT FACTS WHICH A TITLE SEARCH
MIGHT DISCLOSE
THIS DOES NOT REPRESENT A CURRENT FIELD SURVEY
CO. PROJECT#
CO. SITE#
DRAWN BY.• SDF
R=551.93'
L=67.99'
A=703'30"
CHD BRG=S59 48'11
CHD=67.95'
GRAPHIC SCALE
r`
ry9.
R=25.00'
L=42.74'
A=975732"
CHD BRG=N75 39 22 E
CHD=37.72'
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
PROPOSED
NORTHSIDE
DRIVE
VARIABLE WIDTH RIW
0.875 ACRE TO BE
DEDICATED (BSA)
R=15.00
L=34.62'
A=7920'04" N2640751 E
CHD BRG=N1259'07"W 35,7•
CHD=31.92'
. . .48L36: s
. . . . . \p2
„7234'__
N 6734611.13
VARIABLE WIDTH
O • VDOT DRAINAGE
h b EASEMENT (BSA)
� h
R=447.61'
L=7J.OX
A=920'52"
CHO BRG=N583920"W
CHD=72.95'
VARIABLE WIDTH
VDOT DRAINAGE
y EASEMENT (BSA)
SEMINOLE TRAIL
US ROUTE 129
VARIABLE WIDTH R/W
LINE TABLE
LINE
I BEARING
LENGTH
L 1
I N26 4051 E
1 3.61'
201.32'
CWH PROPERRES, LP
PARCEL ID: 32-20
D. B. 2309, PG. 419
LT H
\ \ EXISTING FORCE
MAIN EASEMENT
DRAFT
MAYNARD J TINSMAN III
LIC. NO, 2860
11-05-2020
VARIABLE WIDTH SWUIBMP &
DRAINAGE EASEMENT (BSA)
0.019 ACRE TO BE
DEDICATED (BSA)
PLAT OF
30 ' Y4NIT,4Rr Ye)r R Z.4.5RAf�NT AND P.4RT OF
A FORCZ' .MAIN F,4,FZJfFA7 TO ST YACXFF,0,
ACROSS' Tfl�' PROPFRFr 0
Cuff PROPF'RTIES LI.1fITzD RMFJVIRSfIIP
RIY.4jV" DISTRICT
.4LBSAf.4RZZ COUNTY, FIRGINI,4
SCALE: 1 " = 30' NOVEMBER 5, 2020
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE: (804) 748-9011 FAX (804) 748-2590
CHECKED BY.•
SHEET 1 OF 1
GRAPHIC SCALE
so 0 25 so loo
/ 0
lb
PROPERTY LINE /p N."
( IN FEET ' ALONG g, �g
MEANDERS t463
1 inch = 50 1t. THE q OF CREEK/ �2
VIOLET HILL ASSOCIATES CIO GREAT
CO
PARCEL ID 03200A 00-00T 02300 5 �/ /
(PART OF) 53/p n
(BSA) - BY SEPARATE AGREEMENT D.B. 662, PG. 391 /H
lb
N 6734519.58
E 11503893.98ry�,
VARIABLE WIDTH A� /
SLOPE AND
r�/ V DRAINAGE EASEMENT
/ gyp p�5 13,482 SO. FT. /20
a /
N 6734626.84 jay (� / VARIABLE WIDTH
f 11503948.35� y0 I / SWM/BMP &
V1
/f N
E
/ 1
9
%q W� E
L� VARIABLE WIDTH
�Z� SLOPE AND
2 'n DRAINAGE EASEMENT \
S p 11 817 S0. FT o
DRAINAGE
20 i EASEMENT (BSA)
6734636.85 DRAINAGE �o
11503841.52 EASEMENT
847 SO. FT.
N 6734654.16 L7 moo' ,} 24' FORCE MAIN
11503830.05/�/� \\ — / I EASEMENT (BSA)
\��' m \ CWH PROPERTIES LIM17ED
� 20' SANITARY PARCEL ID OJ200 --00-0200
SEWER —I D.B. 2309, PG. 419
3AEASEMENT (BSA) \
sea y \. 52.69'
�F N65-,7_E `
VARIABLE WIDTH /
VDOT DRAINAGE
EASEMENT (BSA)
APEX, LLC
PARCEL ID 32-22E
D.B. 2832, PG. 346
3891 SEMINOLE TRAIL
CO. PROJECT#
CO. SITE#
VARIABLE WIDTH
SANITARY SEWER
EASEMENT (BSA)
PROPOSED
NORTHSIDH
G DRIVE(11EA
ARIABLE WIDTH
VARIABLE WIDTH R/W
0.86 ACRES TO BE
DEDICATED (BSA)DOT DRAINAGE
oSEMENT (BSA)
N 6734769.99
E 11503852.06
r
H OF
20" FORCE MAIN �EASEMENT (BSA) VARIABLE WIDTH SANITARYFT y
SEWER EASEMENT (BSA)
MAYNARD J TINSMAN III
LIC, NO. 2860
Fll =faWpll]
IV
PL A T
or
(2) VARIABLE WIDTH SLOPE AND
DRAINAGE EASEMENTS AND
20' DRAINAGE EASEMENT, ACROSS THE
PROPERTY OF CWH PROPERTIES
LIMITED PARTNERSHIP
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE , 1' = 50' OCTOBER 27, 2020
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLDTHIAN, VIRGINIA 23114
PHONE, (804) 748-9011 FAX, (804) 748-2590
DRAWN BY., SOF CHECKED BY.., SHEET 1 OF 2
LINE TABLE
LINE
BEARING
LENGTH
L 1
522 2553"W
39.17'
L2
S64'15'10"W
70.52'
L3
S35 48'17"W
101.18'
L4
S222553'W
69.39'
L5
S25 07'55"W
112.89'
L6
N713032"W
10.63'
L7
N7205'59"E
45.01'
L8
N72 05'59 E
39.56'
L9
N15'17'51 "W
4.17'
L 10
N43 06'52'W
9.96'
Lll
S7941i5 E
4720'
L12
S16'15'19 E
4.17'
CO. PROJECT#
CO. SITE#
THIS PLAT IS SUBJECT TO ANY EASEMENT OF
RECORD AND OTHER PERTINENT FACTS WHICH A
TITLE SEARCH MIGHT DISCLOSE.
THIS DOES NOT REPRESENT A CURRENT FIELD
SURVEY.
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
CHORD BEARING
CHORD
Cl
455.50'
20.77'
236'44"
S3330'45 E
20.77'
C2
455.50'
124.73'
15'4120"
S2421'43 E
124.34'
C3
544.50'
103.42'
105257"
N30'44'54"W
103.27'
C4
546.00'
55.19'
54728"
N3929'37"W
55.16'
PL A T
of
(2) VARIABLE WIDTH SLOPE AND
DRAINAGE EASEMENTS AND 20'
DRAINAGE EASEMENT, ACROSS THE
PROPERTY OF CWH PROPERTIES
LIMITED PARTNERSHIP
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE + N/A OCTOBER 27, 2020
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONE, (804) 748-9011 FAX: (804) 748-2590
DRAWN BY., SDF CHECKED BY.., SHEET 2 OF 2
VIOLET HILL ASSOCIATES C/O GREAT n� I GRAPHIC SCALE
EASTERN MANAGEMENT CO /ip
PARCEL ID 03200-00-00-02300 ���' ti� I 50 0 es 50 100
(PART OF) Sti �1p
D.B. 662, PG. 391
( IN FEET )
N 6734633.55 1 inch = 50 ft h
tiry �9
yti 6° . 3 vARlABLE WJD7H VARIABLE MOTH SWM/BMP &
��NI SLOPE AND DRAINAGE EASEMENT (BSA)
,4 .W
q N \I
VARIABLE WIDTHi\� $` 1
SLOPE AND
AINAGE EASEMENT \\\ 1
(BSA)
�20' SANITARY
\m �\
SEWER
EASEMENT" \o c
2,831 SO. FT.
VARIABLE WIDTHJ
VDOT DRAINAGE
EASEMENT (BSA)
DRAINAGE
EASEMENT (BSA)
20' DRAINAGE .—IJ
EASEMENT (BSA)
CWH PROPERTIES LIM17ED
PAR77VERSHIP
PARCEL /D 03200-00-00-02000
D.B. 2309, PG. 419
VARIABLE WIDTH
VDOT DRAINAGE -
EASEMENT (BSA)
20' FORCE MAIN
EASEMENT (BSA)
VARIABLE WIDTH SANITARY
-SEWER EASEMENT (BSA)
APEX, LLC
PARCEL lD 32-22E
D.B. 2832, PG. 346
J891 SEMINOLE TRAIL
(BSA) - BY SEPARATE AGREEMENT
I 20� FORCE MAIN
ASEMENT (BSA)
VARIABLE WIDTH
\SANITARY SEWER
EASEMENT (BSA)
LT
u DRAFT i
MAYNARD J TINSMAN III
LIC, NO, 2860
PROPOSED
NOl? rrllSIDE
VAR/ABr£ WITD IEFR/W
0.86 ACRES TO BE
DEDICATED (BSA)
/ EXISTING FORCE MAIN
\ / EASEMENT
THIS PLAT IS SUBJECT TO ANY EASEMENT OF
RECORD AND OTHER PERTINENT FACTS WHICH A
TITLE SEARCH MIGHT DISCLOSE.
THIS DOES NOT REPRESENT A CURRENT FIELD
SURVEY
CD. PROJECT#
CD. SITE#
10-27-2020
VARIABLE WIDTH
VDOT DRAINAGE
EASEMENT j (BSA)
\—
—
PL A T
or
20' SANITARY SEWER EASEMENT,
ACROSS THE PROPERTY OF
CWH PROPERTIES LIMITED PARTNERSHIP
RIVANNA DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE , 1' = 50' OCTOBER 27, 2020
Townes
SITE ENGINEERING
1 PARK WEST CIRCLE, SUITE 108
MIDLOTHIAN, VIRGINIA 23114
PHONEK804) 748-9011 FAX., (804) 748-2590
DRAWN BY., SDF CHECKED BY.,