HomeMy WebLinkAboutSUB201900137 Plat Final Plat 2020-08-311.
THE BOUNDARY INFORMATION SHOWN HEREON WAS VERIFIED BY A CURRENT FIELD RUN
APPROVED FOR RECORDATION
BOUNDARY SURVEY AND TAKEN FROM A PLAT PREPARED BY ROUDABUSH, GALE &
ASSOCIATES, INC. ENTITLED "BOUNDARY SURVEY PLAT - BLOCK 32 - OLD TRAIL VILLAGE,"
DATED AUGUST 15, 2017, RECORDED IN DEED BOOK 4956 AT PAGES 459-463 WHICH IS
A ENT BOARD OF SUPERVISORS ATE
BASED ON A PLAT PREPARED BY LINCOLN SURVEYING ENTITLED "SUBDIVISION PLAT OF
BLOCK 32 - BEING A DIVISION OF TAX MAP 55E PARCEL 1-A1, TAX MAP 55E PARCEL 1-A1 -
PARCEL DATA:
OLD TRAIL," DATED JULY 16, 2010 AND LAST REVISED AUGUST 23, 2010, RECORDED IN
DEED BOOK 3973 AT PAGES 151-155.
TMP 055EO-01-32-000RO
2.
EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE
OWNER:
ZONING ORDINANCE.
MARCH MOUNTAIN PROPERTIES, LLC
3.
THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS THAT WILL BE
1005 HEATHERCROFT CIRCLE, SUITE 100
REQUIRED BY A.C.S.A IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR
CROZET, VA 22932
THESE UTILITIES.
4.
THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR VACATE ANY
SOURCE OF TITLE/PLAT REFERENCES:
EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY AGREES, REGARDLESS
DB 5208 PG 362-373 PLAT
OF THE SALE OF ANY LOT.
DB 5148 PG 191-199 PLAT
5.
PORTIONS OF TMP 055EO-01-032-000RO APPEAR TO LIE IN FLOOD INSURANCE RATE MAP
DB 4956 PG 459-463 PLAT
ZONE X-UNSHADED (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
DB 3924 PG 151-156 PLAT
FLOODPLAIN), FLOODPLAIN ZONE X-SHADED (AREAS OF 0.2% ANNUAL CHANCE FLOOD)
DB 2887 PG 336-387 COVENANTS AND RESTRICTIONS
AND FLOODPLAIN ZONE AE (BASE ELEVATIONS DETERMINED) AS SHOWN ON COMMUNITY
DB 2886 PG 134-155 PLAT
PANEL NUMBER 510006 0237 D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005.
DB 2293 PG 1 SOURCE DEED
6.
THIS PLAT WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
DB 2233 PG 389 SOURCE DEED
7.
UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST.
DB 2035 PG 726-737 PLAT
8.
UNLESS OTHERWISE NOTED, IRON RODS WILL BE SET AT ALL NEW PROPERTY CORNERS.
9.
ANY STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE
TMP 0055EO-01-32-000AO
ALBEMARLE COUNTY WATER PROTECTION ORDINANCE,
OWNER:
10.
THE DEVELOPER RESERVES A 5' DRAINAGE AND/OR UTILITY EASEMENT ALONG ALL LOT
MARCH MOUNTAIN PROPERTIES, LLC
LINES.
SOURCE OF TITLE/PLAT REFERENCES:
11.
OWNER RESERVES ALL PRIVATE DRAINAGE EASEMENTS SHOWN HEREON FOR
DB 5208 PG 362
DEDICATION TO THE OLD TRAIL COMMUNITY ASSOCIATION.
12.
ALL WATER, SANITARY AND STORM SEWER (PRIVATE AND PUBLIC) EASEMENTS SHOWN
TMP 055EO-01-22-000AO
HEREON ARE TO BE CENTERED ON THE AS -BUILT LOCATIONS OF THE UTILITY LINES AND
OWNER:
APPURTENANCES.
MARCH MOUNTAIN PROPERTIES, LLC
13.
THE PRIVATE RIGHT-OF-WAYS SHOWN HEREON ARE DEDICATED TO ACSA AS
PLAT OF RECORD:
NON-EXCLUSIVE UTILITY EASEMENTS,
DB 5108 PG 304-308Q
14.
POCKET PARKS AND PRIVATE STREETS OR ALLEYS SHALL BE OWNED AND MAINTAINED
BY THE OLD TRAIL COMMUNITY ASSOCIATION.
TMP 05500-00-00-103FO
15.
OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM
OWNER:
SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. THE
MARCH MOUNTAIN PROPERTIES, LLC
DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE OR VACATE EASEMENTS WITHIN
SOURCE OF TITLE:
THE OPEN SPACE.
DB 2293 PG 001
16.
DAM BREAK INUNDATION ZONES (BOTH STATE AND FEDERAL) DO NOT APPEAR TO BE
SITUATED ON THE SUBJECT PROPERTY.
TMP 055EO-01-00-000RO
17.
ROUDABUSH GALE & ASSOCIATES HAS NO KNOWLEDGE OF ANY CEMETERIES, GRAVE
OWNER:
MARKERS OR BURIAL PLOTS KNOWN TO EXIST OR TO BE SITUATED ON THE SUBJECT
MARCH MOUNTAIN PROPERTIES, LLC
PROPERTY.
SOURCE OF TITLE:
18.
A NEW PORTION OF BISHOPGATE LANE, CHARNWOOD STREET AND RAYNOR PLACE
DB 4954 PG 12C
SHOWN HEREON ARE HEREBY DEDICATED TO THE COUNTY OF ALBEMARLE FOR PUBLIC
USE.
MAGISTERIAL DISTRICT
19.
SIGHT DISTANCE EASEMENTS ARE DEDICATED TO PUBLIC USE AND SHALL BE KEPT
WHITE HALL MAGISTERIAL DISTRICT
CLEAR OF VISUAL OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO FENCES,
STRUCTURES, AND LANDSCAPING.
ZONING
20.
PUBLIC DRAINAGE EASEMENTS ARE DEDICATED TO PUBLIC USE AND SHALL BE
RURAL AREA DISTRICT (RA) AND NEIGHBORHOOD MODEL DISTRICT (NMD) IN ACCORDANCE
MAINTAINED BY VDOT ONLY TO EXTENT NECESSARY TO PROTECT ROADWAY FROM
WITH THE PROFFERS OF ZMA-04-024 AND ZMA 2015-00001 AND A SPECIAL EXCEPTION
FLOODING OR DAMAGE.
APPROVED ON MARCH 6, 2019 WITH THE FOLLOWING CONDITIONS:
21.
THE PRIVATE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR
ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE
1. STREAM BUFFER MITIGATION SHALL BE PROVIDED AT A 2:1 RATIO IN ACCORDANCE WITH
MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF
A BUFFER MITIGATION PLAN FOR OLD TRAIL VILLAGE ZMA2015-001, AS APPROVED BY THE
ALBEMARLE.
COUNTY ENGINEER,
22.
OPEN SPACE AND PRIVATE STREETS OR ALLEYS SHALL BE OWNED AND MAINTAINED BY
THE OLD TRAIL COMMUNITY ASSOCIATION.
2. DISTURBANCE TO THE BUFFER SHALL BE LIMITED TO THE AREAS DEPICTED ON PAGES 1-4
23.
PHASE 2 IS COMPRISED OF 64 LOTS. 45 LOTS ARE SINGLE FAMILY DETACHED AND 19
OF THE EXHIBIT PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC., ENTITLED "WPO
LOTS ARE SINGLE FAMILY ATTACHED.
STREAM BUFFER IMPACT EXHIBIT BLOCKS 19, 24-25, 32-43" DATED JANUARY 23, 2018, WITH
24.
PHASE 2 IS REQUIRED TO HAVE 14 AFFORDABLE HOUSING UNITS. 23 AFFORDABLE
A REVISION DATE OF DECEMBER 6, 2018.
HOUSING UNITS ARE PROPOSED IN THIS PHASE. THE PROPOSED AFFORDABLE HOUSING
LOTS ARE 9-15, 20-22, 26-28, 31-33, AND 34-40.
3. MODIFICATION OF THE "OPEN GREEN SPACE" SHALL BE LIMITED TO THE AREAS DEPICTED
25.
ALL LOTS WILL BE SERVED BY PUBLIC WATER AND SEWER.
ON PAGES 1-4 OF THE EXHIBIT PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC.,
26.
STREET TREES AND SIDEWALKS WILL BE PROVIDED IN ACCORDANCE WITH CHAPTER 14
ENTITLED "WPO STREAM BUFFER IMPACT EXHIBIT BLOCKS 19, 24-25, 32-43" DATED
OF THE ALBEMARLE COUNTY ORDINANCE AND ARE SHOWN ON THE ROAD PLANS FOR
JANUARY 23, 2018, WITH A REVISION DATE OF DECEMBER 6, 2018.
OLD TRAIL VILLAGE BLOCK 32, SUB201800164.
27.
PHASE 1 TEMPORARY TURN AROUND EASEMENTS ARE HEREBY VACATED PER THIS PLAT.
THE PROPERTY SHOWN HEREON LIES WITHIN STEEP SLOPES - MANAGED, STEEP SLOPES -
28.
PORTIONS OF EXISTING PHASE 1 ACSA SANITARY SEWER EASEMENTS THAT FALL INSIDE
PRESERVED, FLOOD HAZARD, AND ENTRANCE CORRIDOR OVERLAY DISTRICTS.
PROPOSED PHASE 2 PUBLIC RIGHT-OF-WAYS ARE HEREBY VACATED PER THIS PLAT.
• SETBACKS:
29.
ALL LOTS HAVE AN ADEQUATE BUILDABLE AREA THAT COMPLIES WITH COUNTY CODE
FRONT: 5' (MINIMUM) / 25' (MAXIMUM)
14-302(A)(9). BUILDING FOOTPRINTS ARE SHOWN ON LOTS 1,7,15, AND 40 PER
\J BLOCK - - - - - -
BLOCK -
-' - :- - � PARCEL A
23 22 h"
\ ( BLOCK
12
BLOCK 32
PHASE 2
PHASE 1
`I'SHEETS 5 AND 7 L'- I_ HEETS 4 AND I p
_--6HEE 2
T , I-- -�
SHEET 3 _I
I- - - - - - - - - - - - - -
SHEET OVERVIEW
SCALE: 1" = 500'
TABLE OF CONTENTS
1 - COVER SHEET
2- EXISTING CONDITIONS
3- EMERGENCY ACCESS EASEMENT
4-5- SUBDIVISION
6-7- EASEMENTS
8 TABLES
AREA TABULATIONS:
23.267 AC
(TMP 055EO-01-32-000RO - BLOCK 32)
-2.094 AC
(PHASE 1 PUBLIC RIGHT-OF-WAYS
DEDICATED TO COUNTY FOR PUBLIC USE)
-0.154 AC
(PHASE 1 PRIVATE STREETS, HOA)
-3.943 AC
(PHASE 1 LOTS)
-4.665 AC
(OPEN SPACE DEDICATED TO HOA 20.07%)
12.411 AC
(RESIDUE - PHASE 2)
-2.050 AC
(PHASE 2 PUBLIC RIGHT-OF-WAYS
DEDICATED TO COUNTY FOR PUBLIC USE)
-0.454 AC
(PHASE 2 PRIVATE STREETS, HOA)
-7.480 AC
(PHASE 2 LOTS)
-2.412 AC
(POCKET PARKS DEDICATED TO HOA)
-0.015 AC
(PARCEL X)
0.00 AC
SIDE: 5 COUNTY REQUEST. OWNERS APPROVAL
REAR: 5' TMP 05500-00-00-103FO
TMP 055EO-01-00-000RO
RESERVOIR WATERSHED TMP 055EO-01-22-000AO
THIS SITE LIES WITHIN A WATER SUPPLY PROTECTION AREA AND SPECIFICALLY IS WITHIN THE TMP 055EO-01-32-000AO
SOUTH FORK RIVANNA RESERVOIR WATER SUPPLY WATERSHED. TMP 055EO-01-32-000RO
AGRICULTURAL -FORESTAL DISTRICT
THIS SITE DOES NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
FLOOD HAZARD OVERLAY DISTRICT
PORTIONS OF TMP 055EO-01-00-000A2 LIE WITHIN THE FLOOD HAZARD OVERLAY DISTRICT AS
DESIGNATED BY ALBEMARLE COUNTY.
AFFORDABLE UNITS
PER ZMA2015-00001 42,14 AFFORDABLE DWELLING UNITS ARE REQUIRED FOR BLOCK 32. 23
ARE TO BE PROVIDED IN PHASE 1 AND 2 COLLECTIVELY. PHASE 1 DOES NOT CONTAIN ANY
AFFORDABLE UNITS.
NOTES
SURVEYOR'S CERTIFICATION:
I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT, TO THE BEST
OF MY PROFESSIONAL KNOWLEDGE, OPINION AND BELIEF, IS
CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES
AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD
OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND
SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND
INTERIOR DESIGNERS. I ALSO CERTIFY THAT THE BOUNDARY
SHOWN HEREON IS BASED ON A CURRENT FIELD RUN SURVEY.
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED
LAND,"SUBDIVISION PLAT - BLOCK 32 PHASE 2- OLD TRAIL VILLAGE"
IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE
OF THE UNDER.J§IGNED OWNERS. _
MARCH MOUNTAIN PROPEIES, LLC DATE '
1005 HEATHERCROFT CIR., SUITE 100
CROZET VA, 22932
CATHERINE H. FITZGERALD
NOTARY PUBLIC NOTARY PUBLIC
REG. #252832
CITY/COUNTY OF CL 1 tygt 1`'''1 e— COMMONWEALTH OF VIRGINIA
COMMONWEALTH OF VIRGINIA MY COMMISSION EXPIRES OCT. 31, 2021
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BE
LEGEND:
MISCELLANEOUS:
'.
���yr\� .. sir ` � 1.�����
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- •
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Big
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1410
VICINITY MAP
SCALE: 1" = 2000'
BL = BASELINE
CL = CENTERLINE
FP-AE = APPROXIMATE LOCATION FLOODPLAIN ZONE AE (BASE FLOOD ELEVATIONS
DETERMINED)
FP-X (S) = APPROXIMATE LOCATION FLOODPLAIN ZONE X - SHADED (AREAS OF 0.2%
ANNUAL CHANCE FLOODPLAIN)
FP-X (U) = APPROXIMATE LOCATION FLOODPLAIN ZONE X - UNSHADED (AREAS DETERMINED
TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN)
IF = IRON ROD FOUND
IFC = IRON ROD WITH CAP FOUND
IS = IRON ROD SET
SBL = SETBACK LINE
SWM= STORM WATER MANAGEMENT
V/W = VARIABLE WIDTH
NEW EASEMENTS (EASEMENT OWNERS IN PARENTHESIS):
PDE 20 = 20' PRIVATE STORM DRAINAGE EASEMENT (HOA)
PDE VAR = VARIABLE WIDTH STORM DRAINAGE EASEMENT (HOA)
SDE VAR = VARIABLE WIDTH PUBLIC SIGHT DISTANCE EASEMENT (COUNTY)
STE 20 = 20' PUBLIC STORM DRAINAGE EASEMENT (COUNTY)
WLE 20 = 20' ACSA WATERLINE EASEMENT (ACSA)
EXISTING EASEMENTS (EASEMENT OWNERS IN PARENTHESIS):
PDE-X 20=
20' PRIVATE STORM DRAINAGE EASEMENT (HOA)
DB 5208 PG 362-373
PDE-X VAR=
VARIABLE WIDTH STORM DRAINAGE EASEMENT (HOA)
DB 5208 PG 362-373
SLE 10 =
10' PRIVATE SANITARY SEWER LATERAL EASEMENT (LOT OWNER)
DB 5208 PG 362-373
SSE-X 20 =
20' ACSA SANITARY SEWER EASEMENT (ACSA)
DB 5208 PG 362-373
DB 5108 PG 304-308Q
DB 4945 PG 408-412
SSE-X VAR=
VARIABLE WIDTH ACSA SANITARY SEWER EASEMENT (ACSA)
DB 5208 PG 362-373
STE-X 20 =
20' PUBLIC STORM DRAINAGE EASEMENT (COUNTY)
DB 5208 PG 362-373
STE-X 27 =
2T PUBLIC STORM DRAINAGE EASEMENT (COUNTY)
DB 2886 PG 134 - 155 (PLAT)
STE-X 38 =
38' PUBLIC STORM DRAINAGE EASEMENT (COUNTY)
DB 2886 PG 134 - 155 (PLAT)
TTE-X VAR =
VARIABLE WIDTH TEMPORARY TURNAROUND EASEMENT
DB 5208 PG 362-373 *HEREBY VACATED WITH THIS PLAT
EASEMENT DETAIL
INDICATES SSE-X
TYPE OF 20 rINDICATES
EASEMENT WIDTH OF
(SEE LEGEND EASEMENT
THIS SHEET)
..._% �p LTH OF
ON BEHALF OF MARCH MOUNTAIN PROPERTIES, LLC Lr
>_ o
THIS S) DAY OF Lc ,, 20
NOTARY PUBLIC'S SIGNATURE NICHOLAS M. HUTCHINSON
NOTARY REGISTRATION NUMBER:: D S D(Y 3
MY COMMISSION EXPIRES O Ll� L e 3 / ,doa/
NOTARY REGISTRATION NUMBER: D S Dr j
MY COMMISSION EXPIRES 3�. D /
No. 3464
SIJR
COVER SHEET
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
12
PLAT PREPARED BY: N HUTCHINSON
A
D
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
Cl
174.50
32.39
32.34
N 67°20 36 W
10'38 04'
C2
12.50
22.10
19.33
N 11'27 32 W
101 ° 17 55
C3
22.00
18.22
17.71
N 23'43 45 W
47'27 31
C4
12.50
17.62
16.20'
S 40'22 46 W
80'45 33
C5
225.50'
10.37
10.37'
N 68'25 20" W
2'38'06'
C6
225.50'
9.01
9.01'
S 81.39 33" E
2'17 19'
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 00'00 00 W
2.00
L2
S 00'00 00 E
2.00
L3
N 00°00 00 W
1.00
L4
S 00'00 00 E
1.89
L5
N 00°00'00' W
5.00
L6
N 00°00 00' W
21.53
ell
/ ® �e
A=220.00'
R=5539.91'
D2'16'31"
CB=N 58'42'02" W
Lc=219.99'
50'
1T.
3)
TMP 05500-00-00-103FO
MARCH MOUNTAIN
PROPERTIES, LLC
DB 2293 PG 001
y
-
\
TMP 055EO-01-22-000AO osss RoF,�1P�
MARCH MOUNTAIN O\t4 R 19
PROPERTIES, LLC \ \ R Ale 554 P� 386
DB 5108 PG 304-308Q \ \� \ \ PRw p6 410
\� o `�§0
1.16'1S„ C�
16.32 S4 S8' f S77•28' - , , .,�8847°- ' ' ♦ , \ \ G) W
S73'45'12"E 48' 52.00 n
wow �
53.89' 181.62' 89'01 '27"E ' • , „` r,, ' V/W WATERLINE I o
N11'48'20"W -"- S01'no, 13"W \ EASEMENT +" G) M
38.01' (ACSA) I'I cv'n c°
21.47' 29.36' S 88'57'47" E 306.00'
DB 5148 PG 191-199 0
87328'72 E \ T
r7 109
o °0 N21°03'30"E s9)���, S51'07'3'4"E `, I I 27'PUBLICSTORM
Vn) 86.88' �'' F 51.55 ® DRAINAGE EASEMENT
BLOCK 32 - PHASE 2
(PROPOSED)
MARCH MOUNTAIN
PROPERTIES, LLC
12.411 AC
A=105.86'
R=1030.50'
D5'53'09"
CB=N 64'09'42" W
Lc105.81'
A=389.51'
R=5539.91'
D4°01'43"
CB=S 61'51'09" E
Lc=389.43'
S 90,00,00" W
49.00'-,
m
rn
I
A=99.78' o
R=979.50' o
0
D5'50'12" o
CB=N 64'11'11" W 00
Lc=99.73' V)
TMP 056EO-01-32-000RO C7 ` (COUNTI) —
BLOCK 32 (PARENT PARCEL) SSB. ® lam\ ' DB 2886 PG 134 \
MARCH MOUNTAIN PROPERTIES, LLC S� 762s, S65°24 08"E \
23.267AC o,. F 51.27
DB 4956 PG 459-463
DB 3924 PG 151-156
S 90'00'00" W
23.00'
S 90*00,00" W
105.00 rr
S 80'45'36" W
�_T7Lc=96.59'
20.27'
P0,
8V10'20"
"
W
75' STREAM BUFFER LOT ENCROACHMENT ✓
VARIATION APPROVAL (03/06/2019)�
o Lu
�z
WON = DENOTES FEMA FLOODPLAIN ZONE (SHADED)
z =
g _
LL1 U) = DENOTES FEMA FLOODPLAIN ZONE AE
Q � (BASE FLOOD ELEVATIONS DETERMINED)
Qz
zM
—O
>z
IM
a^ N60^�
No s8 8 36
S 90*00,00" W
tk
30.00 c S 62°06'36" E 2 n
I°00'00" W z 17.59' w
109.28' r �oo
/A=B=11S ..566'
(A o 50' R=)/14'c o " D37'5829
13,09,548'1"
0'4W
0S T 3().l 8' /� Lc=1 1�.55'
TMP 056EO-01-32-000AO
BLOCK 32 - PHASE 1
MARCH MOUNTAIN PROPERTIES, LLC
10.856 AC
DB 5208 PG 362-373
r/ OPEN GREEN SPA-CE EASEMENT —1 \ \ MARCH MOUNTAIN PROPERTIES, LLC
\ B 3971 PG.3.QO-3 5
ACE EASEM S, LLC)
EEN Sp OPERTIE / - -
�i
G ARE OUgTIN PR 34-139 � 1 \ 1
(M CN Mph PG
-
TMP 055EO-01-00-000A3 O ��
BLOCKS 24, 33 & 34
MARCH MOUNTAIN `\
PROPERTIES ,LLC
DB 3973 PG 134-139
EXISTING CONDITIONS
PLAT PREPARED BY: N HUTCHINSON
VARIABLE WIDTH
SLOPE EASEMENT
(VD OT)
DB 2886 PG 134-155
I 38' PUBLIC STORM
DRAINAGE EASEMENT
(COUNTY)
IDB 2886 PG 134
7 ;� I VARIABLE WIDTH
/ I I SLOPE EASEMENT
(VD OT)
DB 2886 PG 134-155
i i TMP 055EO-01-00-000A4
I PARCEL 19
I DB 4108 PG 241-245 (VACATION OF
% BLOCK 19)
TMP 055E0-01-00-000A5 DB 4948 PG 443-445
228
BLOCK 25 DB 2886 PG 134-155
DB 2886 PG 134-155
DB 3971 PG 300-305 DB 2035 PG 726-737
SUBDIVISION PLAT
BLOCK 32 PHASE 2
�AyTH of OLD TRAIL VILLAGE
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SEPTEMBER 09, 2019
H
UNICHOIASM.HUTCHINSON> REVISED: DECEMBER 18, 2019
No. 3464 REVISED: FEBRUARY 14, 2020
REVISED: MAY 08, 2020 SHEET
S REVISED: JULY 24, 2020 2 OF 8
/3I �olo SCALE: N/A
FILE: 8053
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
A PROFESSIONAL, CORPORATION $
60 SERVING VIRGINIA SINCE 1956
914 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902 s p
PHONE 434 9TI 0205 -FAX 434-298 6220 -EMAIL INFOQROUDABUSH.COM
2
o 1
zQ 1
Ulu)
W 11
TMP 055EO-01-22-000AO 0
® OPEN SPACE 22-1 \ \
MARCH MOUNTAIN PROPERTIES, LLC
IFC D8 5108 PG 304-308Q ` � 1
N:3907778.157 I
,
54 58 W EA 1422516,367
IFC
1'
53.06S 7728'48» � �'''+''„�������������r',;o, �
I1 1g162' S 89'01'27" E '�iiiriia®riii \\\
I i I I 57,J`�•�,� r(TOTAL) 38.01' S20057'47" E ���� � +�am iam���
57.14 Aft
w i I I i I 1 14.2 '- -- F----- 29016'02'13" W '\ \\ 1
molk'so
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13SF iocr
515SO4A• C Fo 63I8LOT
SF, WoIIII N I $8'57'47" oW 306.00' (TO-TA"L�)681Fo w
0.156AC c`? LOT 77 51.00'- 7-
-51.00'- 51.00' I 51.00'- -- 7-o o� 51.00'-z o 7423SF 328," •�`4p(T.p Nr/S's j '®0 LOT 78 4F ao 12►�. , 2iyPay0.170AC `LOT 79 L4I$Q I d6848SF 00I .6, �\Too
o 5937SF 5918SF 00 r6'0.157AC co
'04 ,�•A02 z 0.136AC � 0.136ACw LOT 81 LOT 82 3 w LOT 84LOT�Z
3 1 4305SF ILOT285 yo 22 2yp�
Y 43 1 SF
$f3L6SFp 4306SF �10.099AC� .43910. 99AC .AC I
o0.099AC .ro9
iII
li II
IC3' - -14.413 - I -I - rn LOT
79$?,
s fiFC55.95-52.00- -52.00' - LV) V) 1
C37 51.00- 51.00' - .00' - 51.00 - -51.00- 26.72'--- 49
S 88'59'06" E - 456,10'(TOTAL)
\
C59 �C8 N 0.114AC
_ BISHOPGATE LANE C7 � ,per LOT 89
J' 51' PUBLIC RIGHT-OF-WAY 61.
59\ C28 1.744 AC N OS. �� / 4909SF
7 / 0.113AC \ �S
20. SO 03.. / HEREBY DEDICATED TO PUBLIC USE
L' S 88'59'06" E 456.10' (TOTAL) 22' / ,,�� LOT 90
LOT SF ` ` 1 C23 S 88*59'06" E 456.10' TOTAL 4602SF
4912SF 27.3 - - -n (TOTAL) �' '�
0.113AC » Gti j N -G� /----92.80'--- S O / 7
- - I¢- > v o U 9 ¢ ai 37.91' Uc, 15.95' 2,� ya / S6S2¢ �' I
N o w 3 ¢ =v '� LQT_22 j ( o ° I 54L455SF I I C 6s' / LOT 91 �� \ \8F 51, �' IS I I
5656SF } LOT 28 in �- .. in -� -
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ENGINEERS, SURVEYORS AND LAND PLANNERS
IF PROPE49SIONAL CORPORATION
0' 50' 100' 150' EASEMENTS SERVING VIRGINIA SINCE 196EA $
914 MONIICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902
PLAT PREPARED BY: N HUTCHINSON 0206 S p
PHONE 434-977--FAX 434-298.6220 -EMAIL INFO@ROUDABUSH.COM
A
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 00'00'00" W
2.00'
L2
S 00'00'00" E
2.00'
L3
N 00'00'00" W
1.00'
L4
IS 00'00'00" E
1.89'
L5
N 00'00'00" W
5.00'
L6
N 00'00'00" W
21.53'
L7
S 29'36'12" W
22.03'
L8
S 16' 08' 16" W
8.14'
L9
jN 57'26'26" E
9.31'
L10
N 43'25'51 " E
62.22'
L11
N 22'02'47" E
57.68'
L12
N 11'48'20" W
21.47'
L13
N 00'00'00" W
45.00'
L14
N 00'00'00" W
45.00'
L15
IS 00'00'00" E
41.28'
L16
S 00'00'00" E
44,12'
L17
N 00'00'00" W
49.00'
L18
N 00'00'00" W
40,00'
CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
174.50'
32.39'
32.34'
N 67'20'36" W
10*38'04"
C2
225.50'
34.86'
34.82'
S 57'40'55" E
8'51'22"
C3
12.50'
22.10'
19.33'
N 11'27'32" W
101'17'55"
C4
22.00'
18.22'
17.71'
N 23'43'45" W
47'27'31"
C5
12.50'
17,62'
16.20'
S 40'22'46" W
80'45'33"
C6
225.50'
10.37'
10.37'
N 68'25'20" W
2'38'06"
C7
225.50'
9.01'
9.01'
S 81'39'33" E
2'17'19"
C8
225.50'
51.31'
51.20'
N 73'59'47" W
13*02'13"
C9
225.50'
26.77'
26.75'
N 51' 17'24" W
6'48'02"
C10
174.50'
15.84'
15.83'
S 50'29'23" E
5*11'59"
C11
174.50'
15.81'
15.81'
S 55'51'00" E
5*11'33"
C12
174.50'
11.16'
11.16,
S 60'16'41" E
3'39'50"
C13
225.50'
21.11'
21.10'
S 50*34'18" E
5'21'50"
C14
174.50'
60.56'
60.25'
N 57'49'53" W
19'53'00"
C15
174.50'
64.60'
64.24'
S 78'22'44" E
21'12'44"
C16
22,00'
13.70'
13.48'
S 17'50'30" W
35'41'00"
C17
22.00'
13.09'
12.89'
N 17'02'24" W
34'04'48"
C18
12.50'
19.86'
17.83'
S 45'30'20" W
91'00'41"
C19
12.50'
19.41'
17.52'
N 44'29'25" W
88'58'50"
C20
23.50'
13.67'
13.48'
N 16'40'03" E
33'20'07"
C21
23.50'
12.81'
12,65'
N 15'36'49" W
31'13'39"
C22
12.50'
19,86'
17.83'
N 45'30'26" E
91'00'52"
C23
225.50'
44.54'
44.46'
S 83'19'38" E
11'18'58"
C24
12.50'
16.95'
15.68'
S 38*50'12" E
77'40'24"
C25
225.50'
36.68'
36.64'
S 73'00'33" E
9*19,08"
C26
22.00'
21.61'
20.75'
S 28*08'13" W
56'16'26"
C27
22.00'
8.96'
8.89'
S 11*39'44" E
23'19'28"
C28
174.50'
71.78'
71.27'
S 87'27'22" E
23*34*04"
C29
174.50'
26.09'
26.07'
S 71'23'18" E
8'34'03"
C30
979.50'
18.71'
18.71'
N 66'33'27" W
1'05'39"
C31
22.00'
21.95'
21.05'
S 28'34'51" W
57'09'41"
C32
979.50'
81.07'
81.05'
S 63'38'21 " E
4'44'32"
C33
474.31'
24.64'
24.64'
S 59'52'03" E
2'58'36"
C34
474.31'
17.72'
17.72'
N 57'18'32" W
2'08'26"
C35
174.50'
104.36'
102.81'
S 88'56'33" E
34'15'54"
C36
21.75'
7.32'
7.29'
N 09'32'55" W
19'16'58"
C37
174.50'
42.02'
41.92'
N 82*05'12" W
13'47'50"
C38
174.50'
20.83'
20.81'
S 71'46'08" E
6'50'18"
C39
225.50'
53.46'
53.33'
N 76*07'17" W
13'34'59"
C40
225.50'
56.16'
56.01'
N 89'57*11" E
14'16'05"
C41
225.50'
58.31'
58.15'
N 75'24'40" E
14'48'57"
C42
225.50'
65.84'
65.61'
N 59*38'19" E
16'43'45"
C43
225.50'
56.70'
56.55'
N 44'04'17" E
14'24'20"
C44
225.50'
56.48'
56.33'
N 29'41'37" E
14'21'00"
C45
225.50'
60.20'
60.02'
N 14'52'15" E
15'17'44"
C46
225.50'
66.68'
66.44'
N 01'14'55" W
16'56'36"
C47
225.50'
44.56'
44.49'
N 15'22'52" W
11'19'17"
C48
12.50'
17.12'
15.81'
S 18'11'58" W
78'28'56"
C49
72.50'
52.87'
51.70'
N 36'45'48" E
41'46'45"
C50
12.42'
28.52'
22.65'
S 09'27'23" E
131'33' 18"
C51
24.00'
11.92'
11.80'
S 71'40'30" W
28'28'06"
C52
225.50'
19,95'
19.94'
S 35'26'41 " E
5'04'07"
C53
225.50'
36.80'
36.76'
S 42*39'15" E
9'2VO1"
C54
225.50'
35.07'
35.04'
S 51'47'07" E
8'54'43"
C55
525.51'
41.49'
41.48'
S 58*30'10" E
4'31'25"
C56
525.51'
4.03'
4.03'
S 60'59'03" E
0'26'20"
C57
1030.50'
56.07'
56.06'
S 62'46'39" E
3'07'03"
C58
1030.50'
49.79'
49.78'
S 65.43' 13" E
2'46'06"
C59
225.50'
24.33'
24.32'
S 85'53'39" E
6'10'54"
BLOCK
AREA
(AC)
BLOCK
CLASSIFIC
ATION
NON-RESIDENTIAL
AREA (SQ. FT.)
RETAI L
AREA
(SQ.
FT.)
RESIDENTIAL UNITS
(1)
AFFORDABL
COMPLETED
UNITS
S.F.
DETACHED
UNITS
S.F.
ATTACHE
D UNITS
TOWN
HOUSE
UNITS
CONDO/
APARTMENT
UNITS
TOTAL UNITS
GROSS
RESIDENTIA
L DENSITY
(DU/AC)
MARKET RATE UNITS
TOTAL #
MARKET RATE
UNITS
% OF TOTAL
UNITS
REQUIRED
AFFORDABL
E
FOR
SALE
FOR REM'
APARTMENT
S
ACCESSOR
Y
TOTAL
BANKED
UNITS
TOTAL
NUMBER
OF UNITS
% OF
TOTAL
UNITS
Block 1
1A
2.17
24,231
10,855
0
0
0
38
38
17.5
31
82%
6
0
7
0
7
18%
1
7
1B
3.70
mixed use
20,000
14,500
0
0
7
31
38
10.3
26
68%
6
0
0
0
0
0%
6
0
2
4.9
46,029
0
0
0
0
0
0
0.0
0
0%
0
0
0
0
0
0%
0
3B
3.4
0
0
0
0
25
0
25
7.4
19
76%
4
6
0
0
6
24%
2
6
Block 3
3C
1.0
mixed use
3,750
1,727
0
0
0
12
12
1739.0
11
92%
2
0
2
0
2
17%
0
2
3D
1.0
0
0
3
0
0
0
3
3.0
3
100%
0
0
0
0
0
0%
0
4
3.1
mixed use
4,500
4,500
0
10
18
1 8
36
11.7
28
78%
5
8
0
0
8
22%
3
8
Block 7
7 Ph. 1
1.1
mixed use
Commercial
0
0
0
0
0
26
0.0
47
181 %
4
0
0
0
6
23%
2
7 Ph. 2
0.7
0
0
0
0
26
0
37.1
6
0
0
6
7 Ph 3
2.5
Future
0
0
0
0
0
0.0
0
0
0
0
East Village
10
3.4
N/A
0
0
0
1 0
1 25
0
120
7.4
95
79%
18
0
0
0
13
11%
(5)
16
6.5
N/A
0
0
24
7
0
0
4.8
0
0
0
30
3.5
N/A
0
0
14
0
0
0
4.0
0
0
3
3
17/18
6.2
NA
0
0
6
29
0
0
5.6
0
0
4
3
31 B/C
1.2
0
0
0
0
15
0
12.4
6
0
0
11
3.7
mixed use 1
0
0
4
11
18
0
33
8.9
26
79%
5
7 1
0
0
7
21%
1 2
8
12 / /15
/31 31A
5.1
SF
0
0
30
7
13
0
50
9.8
47
94%
8
3
0
12
15
30%
8
15
13
3.7
mixed use
3,000
0
29
0
0
0
29
7.9
29
100%
4
0
0
0
0
0%
4
14
4.4
SF
0
0
20
0
0
0
20
4.5
20
100%
3
0
0
0
0
0%
3
5/20/2021
5.4
NA
360
0
0
0
0
190
190
35.2
161
85%
29
0
29
0
29
15%
0
29
22
12.0
SF
0
0
0
30
15
0
45
3.7
45
100%
7
0 1
0
12
12
27%
1 5
3
23
3.4
multi family
0
0
0
13
0
0
13
3.8
13
100%
2
0
0
0
0
0%
2
27
3.1
SF
0
0
9
0
16
0
25
8.1
25
100%
4
0
0
4
4
16%
0
4
28/29A/35A
7.9
SF
0
0
24
4
0
0
28
3.5
28
100%
4
0
0
0
0
0%
4
29A/35
1.7
SF
0
0
13
2
0
0
15
8.8
21
140%
2
0
0
0
0
0%
2
32
23.3
SF
0
0
72
19
0
0
91
3.9
85
93%
14
7
0
16
23
25%
9
35c
3.5
SF
0
0
9
0
0
0
9
2.6
17
189%
1
0
0
0
0
0%
1
TOTAL
r 82.1
101,870 - 54,279
31,582
257
132
178
279
846
10.3
777
92%
127
43
38
51
132
16%
5
94
Open Space
Block Area
Lots
Open Space
Block
DB/PG
Includes
Pocket Park
(Acres)
(Acres)
(Acres)
Stream Buffer
3595/449,
1
4.342
4,342
0
4565/576,
N
4699/87,
4748 173
2
2.816
2.816
0
4037 650
N
3650/412,
3
2.408
2.408
0
3679/405,
N
4565/576,
4819,560
4
3,077
2,083
0.075
4009 364
N
5/20/21
9,888
1.627
4945/404,
N, but on Property
5016 13.4
6
4.339
0
0
4945/409,
N
4945/413
7
4.852
0
0
4954/16, 4954/18
N, but on Property
10
1.604
0
0
4829 323
N
11
3.704
2.091
0.115
4257 377
N.
4617/194,
4658/599,
12
1,238
3.956
4704/379,
Y
4948/443,
4948 446
3941/678,
13
4.550
2.907
0.403
4215/248,
N
0.389
4215/254,
4235 707
14
4.495
2.392
0,370
4462/149
N
0.37
15
1.711
1.711
0
4705/656
N
16
5,015
3.480
0.664
4833 441
N
0,664
17 18
4.960
3.890
0.412
4833 451
N
0.153
19
9.760
N, but on Pro ert
3665/606,
22
25.886
3.623
21,188
4954/15,
N, but on Property
3.61 (in DEQ Esm't)
5108 304
23
2.951
1.842
0,662
4104/701
y
Open Space labeled
as Common Space
3973/134,
Lincoln plat did not
24/33/34
20.386
4954/14
N, but on Property
specify area of
"Open Green Space"
Lincoln plat did not
25
1.794
3971/300
N, but on Property
specify area of
"Open Green Space"
26
5,211
4948 440
N
27
3.160
1,714
0.177
4704/389
N
28
3.853
1,719
0.058
4556/173
N
29
6.437
3.282
1,013
4444/548,
N
0.206
4556/173
30
3.136
2.881
0,255
4829/323
N
31A
1.778
1.390
0.388
4948 443
Y
31B C
4.508
0.685
To Be Submitted
N
Labeled as Residue
3924/151,
4956/459, Final
Lincoln plat did not
32
23.267
11.423
7,077
N, but on Property
specify area of
2.412
Sub. Plat Not
Prepared
"Open Green Space"
4444/548,
3.81 remainder of
35
7.706
3,832
0.064
4556/173,
N, but on Property
parcel really open
5024 441
space
Total
177.594
61,749 1
38.504 jAcres
(the open sace sum includes the pocket park area
4-
% OF TOTAL AFFORDABLE UNITS 32.7% 28.5%
��pLTH OF
vNICHOLAS M. HUTCHINSON
No. 3464
smq
PLAT PREPARED BY: N HUTCHINSON
38.8% NET BANKED 5
UNITS AVAILABLE
SUBDIVISION PLAT
BLOCK,32 PHASE 2
OLD TRAIL VILLAGE
WHITE HALL MAGISTERIAL DISTRICT
ALBEIMARLE COUNTY, VIRGINIA
SEPTEMBER 09, 2019
REVISED: DECEMBER 18, 2019
REVISED: FEBRUARY 14, 2020
REVISED: MAY 08, 2020 SHEET
REVISED: JULY 24, 2020 8 OF 8
4j"Ihll
�t�OSCALE: N/A
( FILE: 8053
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
A PROFESSIONAL CORPORATION $
SERVING VIRGINIA SINCE 1966
914 MONTICELLO ROAD - CHARLOTTESVIU E, VIRGINIA 22902 s p
PHONE 434-9T7-02M - FAX 434-MZ220 - EMAIL INFOpROUDABUSH.COM