HomeMy WebLinkAboutSUB200200262 Plat Final Plat 2003-06-27OWNERS APPROVAL
The subdivision of the land described herein
is with the free consent and in accordance
with the desire of the undersigned owners,
proprietors, and trustees. Any reference to
future potential development is to be
deemed as theoretical only. All statements
affixed to this plat are true and correct to
the best of my kgpwledge. _
250 WEST HOLDINGS, LLC
COUNTY PLANNING COMMISSION
CHAIRMAN DATE
SITE DATA
OWNER:
250 WEST HOLDINGS, LLC
P.O. BOX 5509
CHARLOTTESVILLE, VIRGINIA 22905
SOURCE OF TITLE:
D.B. 2154 p. 586
LEGAL DESCRIPTION:
TAX MAP 56, PARCEL 100E
D. B. 2313 pp. 211-212 (PLAT)
MAGISTERIAL DISTRICT:
WHITE HALL
DRAINAGE DISTRICT.
SOUTH FORK RIVANNA
RESERVOIR WATERSHED
ZONING DISTRICT:
RI
SETBACK REQUIREMENTS.
FRONT - 25'
SIDE - 15'
REAR - 20'
MAXIMUM STRUCTURE
35'
HEIGHT:
EASEMENT NOTES
1. COMMON AREAS/OPEN SPACES AND ROW'S ARE RESERVED WITH PRIORITY
FOR WATER, SANITARY AND STORM SEWER WHERE APPLICABLE, BUT NOT
TO THE EXCLUSION OF OTHER USES.
2. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY EASEMENT
ALONG ALL PROPERTY LINES.
3. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY
EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES.
4. TYPICAL EASEMENT ( N.T.S.)
20
SO' I
—� TYPICAL EASEMENT UNLESS OTHERWISE
INDICATED FOR UTILITIES ON OR
_til;
_ _ _WITHIN 10' OF PRIVATE LOTS.
CENTEROF PIPE OR
SHALE%CHANNELINAOE
HANHOLF
ASSY. & WATER
METER ASSY,
5. PRIVATE 10' SANITARY SEWER SERVICE LATERAL EASEMENTS ARE TO
BE CENTERED ON ASBUILT LOCATIONS.
6. 20' WATER, STORM, AND SANITARY SEWER EASEMENTS ARE TO BE
CENTERED ON THE ASBUILT LOCATIONS OF THE LINES.
7. THERE IS TO BE A 4' PEDESTRIAN EASEMENT CENTERED ON THE ASBUILT
LOCATION OF ALL WALKS LOCATED OUTSIDE OF THE PUBLIC ROAD
RIGHT-OF-WAY.
NOTARY PUBLIC
I. (.[A a "L CtCt(itL°lA NOTARY PUBLIC FOR THE STATE OF VIRGINIA
DO CERTIFY THAT CfaGq WHOSE NAMES ARE SIGNED
TO THE FOREGOING WRITING BEARING DATE OF I '" HAVE
ACKNOWLEDGED THE SAME BEFORE ME IN MY STATE AFORES ID. GIVEN
UNDER MY HAND THIS 44-1" DAY OF 90fl l 20ja.
MY COMMISSION EXPIRES J LLLt,, 6( a005
r�
BOARD OF SUPERVISORS
. W a..y�.,r.o Cx � i nr.n �n o l9 • Z-I • U 3
DESIGNATED &ENT MR &TI
STREAM BUFFER 6 CRITICAL SLOPE
DEED RESTRICTION AREAS NOTE:
STREAM BUFFER AND CRITICAL SLOPE PROTECTION AREAS ARE TO
REMAIN UNDISTURBED AND PRESERVED IN THEIR NATURAL CONDITION.
OUTBUILDINGS, LAWNS, CROPS AND REGULAR MOWING IS PROHIBITED.
THE STREAM BUFFERS SHALL BE MANAGED IN ACCORDANCE WITH CHAPTER
17 OF THE CODE OF ALBEMARLE. ANY EXCEPTIONS WILL REQUIRE WRITTEN
PERMISSION FROM THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS.
NOTES:
I. THE DEVELOPER RESERVES A 10' UTILITY AND/OR DRAINAGE CASEMENT
ALONG ALL LOT LINES.
2. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS
THAT WILL BE REQUIRED BY A.C.S.A. IN ORDER TO ASSUME -HE
MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES. THESc
EASEMENTS WILL BE CENTERED ON THE FACILITIES WHEN
CONSTRUCTED. APPROXIMATE SANITARY SEWER EASEMENT LOCATIONS
ARE SHOWN HEREON.
ed L %
� P �e � K
p P :.
24� o
�HFS wa as M
1 \ APE" - 0
0 J l ConAgra Resterrl ANO
Ridge
G 240 n4noaer SITE
41p
^� pPoM1,. o..M,<, Cory Far
m 250 J
VICINITY MAP
N.T.S.
3. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL
BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. TWENTY FOOT
EASEMENTS ARE TO BE CENTERED ON ALL DRAINAGE CULVERTS AND
ALL DRAINAGE DITCHES WHICH LEAVE THE ROADWAY. SUCH
EASEMENTS SHALL TERMINATE AT NATURAL WATER COURSES.
4. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE.
5. COMMON AREAS/OPEN SPACES ARE RESERVED WITH PRIORITY FOR WATER,
SANITARY AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE
EXCLUSION OF OTHER USES.
6. COMMON AREA/OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE
FOXCHASE HOMEOWNERS ASSOCIATION.
7. EACH BUILDING SITE MEETS THE REQUIREMENTS OF SECTION 4.2.2.2 (18-520).
B. NO FURTHER DIVISION WITHOUT PLANNING COMMISSION APPROVAL.
9. ONLY ONE DWELLING UNIT PER LOT.
10. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER, AND ELECTRICITY.
11. SUBJECT PROPERTIES APPEAR TO LIE IN FLOOD INSURANCE RATE MAP ZONES
A (AREAS OF 100-YEAR FLOOD) AND C (AREAS OF MINIMAL FLOODING) AS SHOWN
ON COMMUNITY PANEL NUMBER 510006 0195 B.
EFFECTIVE DATE: DECEMBER 16, 1980
12. THE 50' PRIVATE ACCESS EASEMENT SERVING LOT 32 WILL PROVIDE ADEOUATE
VEHICULAR ACCESS IN ACCORANCE WITH SECTION 14-514 OF THE ALBEMARLE
COUNTY SUBDIVISION ORDINANCE, HOWEVER, IT MAY NOT MEET THE STANDARDS
FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL
NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR
THE COUNTY OF ALBEMARLE.
13. ALL ROADS ARE TO BE DEDICATED TO PUBLIC USE.
14. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH
THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY.
AREA SUMMARY
AREA
IN
LOTS
59.693
Ac.
AREA
IN
RIGHT OF WAYS
5.860
Ac.
AREA
IN
COMMON AREA/OPEN SPACE
26.286
Ac.
AREA
IN
RESIDUE
0,477
Ac.
LEGEND
-- s ---®— s — PROPOSED SANITARY SEWER AND 20' EASEMENT
S — �— S — FOXCHASE OFFSITE SANITARY SEWER (SEPARATE PLAT)
PROPOSED STORM SEWER AND 20' EASEMENT
CRITICAL SLOPE/STREAM BUFFER DEED RESTRICTION LINE
100 YEAR FLOOD PLAIN AND STREAM BUFFER
75' OR 100' STREAM BUFFER
COMMON AREA/OPEN SPACE
IRON SET UNLESS OTHERWISE NOTED
PROPOSED 4' WALK AND PEDESTRIAN EASEMENT
FOXCHASE
SUBDIVISION PLAT
WHITE HALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SHEET INDEX
SHEET
SHEET
116
216
COVER SHEET
OVERVIEW 6 LINE CHARTS
NATE\MOt4T-PLAT
SHEET
316
SUBDIVISION PLAT
JANUARY 29, 2003
SHEET
SHEET
416
EASEMENT PLAT
SHEET
SHEET
516
616
SUBDIVISION PLAT
EASEMENT PLAT
FILE: 5223
1/6
9 Q
O
4' WALK 6
PEDESTRIAN
EASEMENT
a
22
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45
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O �535
44
20'SANITARY )\\
SEWER EASEMENT \s
39
BLOW -OFF ASS'Y / �^
EASEMENT
rATTTr AI Si nOF
FOXCNASE OFFSITE
SANITARY SEWER-\\ /
J 5 �J
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IMP 56-95A
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SCALE 1" = S00'
D.B. 246 p. 212 42.91'
O.B. 234 p. 146 (Plat)
Sse
SEHERRIVANyAUTHOR�TY
0.8. 1240 p. 483
100
50 0 f00
200
ZONE: RS
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13.665 AC.
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D.B. 1309 P. 208 (Plat)
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13 S85 Ac.
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0.924
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522 Ac
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248.54' N7 S>0
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9
18 w "m.. 6.3S•F 1 g4" � ,�'`
ur 0.979 Ac. 2 `o. A=52.11" A TMP 55-10OF
13 JEROME H. KEYES. JR., ERIC S. KEYES,
0.971 AC. m u' m S� 33 SHARON K, SKAGGS, LINDA K. KERNS &
0.846 Ac. MELISSA E. KEYES, TRUSTEES
rn ^ •^ v m C37 C.9B 42. 92 � 0. B. 1082 p. 107
289. 98' ;, cw 28 A=47. 12' S80 • 9) 08, 0.8. 659 p. 320 (Plat)
.0 1,013 Ac. 49s84J 25 •E 14 A=74. 11' ZONING: RA & RI
N85'20'50'E z
P414C 252.15' 0.00 C39
N85'20'50"E �96 A=77.84' CS E (40'J C40 N80'472$,
m COMMON AREA/ 2 C36 A`41.15. W 194 S3.
m 19 OPEN SPACE ua�
TMP 55-99A o um 12 ° !. 190 Ac. .w ]3 685.Ac 0 pA 27 A=54.71' "I, N80'47'25 W 43 84� RESIDUE PARCEL 2
ELLEN & JOSEPH WAFF z 0.948 Acm �- >6• as 0.908 Ac. 212.q RESERVED FOR
w . _a 'J
D.B. fp. 569 N N '- 6 FUTURE DEDICATION UPON
90
D.B. 04 p_ 585 (plat)
ZONE: RA � ,^? S> � s DEMAND OF THE COUNTY
297.55' qn S 28 "5 28S 'D 0. 164 Ac.
N85'20'50"E f &J•
237.93' 'o 2 .. 356, 43 • rn ni ti 35 s 34
N85'20'50'E o N w N 2.078 Ac. N 1,241 Ac. n
o o
0 0 20 V
1.183 Ac. rn 3a 1.316 Ac. F N N. w
0�' "• w m
0.880 Ac, .`>. �1- S6 2 S M m
m S80 • '� ■ . . Li..
�-' c, � eQ ` .p`o 6 9F O "' �n 4>'25••F o° � rn
d Q 309.66. �� .Pti.. S2S2,.-. 3>f 224.p8• S6S. `��/J'�
vi O N85'20'50'E cn tea.: ``� . Jg 190• OS3 .�
214.54' <v Q A=4.31' m .. ,�'7 °'�' F 3 .. (V 6% o
NB5'20'50'E Q c 36 ^
N07'27'46"E 0.931 Ac.
245.44' Z o 21 �� d9 25
o (TOTAL) �, 1.145 Ac. „� AZ .� v 1.350 Ac.
m 10 v O ^ 0 �O PP 2 pR' 37
Z S07'27' 46'W 4 .2z ``.� �' 'tiC' n `� 2 1.433 AC.
20' y 0.890 Ac. r. 4j 245.44' 0 p U' F O Nw •2ti ��
PINE / ti (TOTAL)
272.29' s
N85'20'50"ELL
n v, 0 h• 0.��
o m 24 2'S" 40 C28 e' • a° o 1.268 Ac. W �' �' .c�c
168.72' m'v 23 o a v / ��� 90 Ny2
N85'20'50'E m 1.101 Ac.`p y2 .PN 1° �ti moo
N .. N i°f P�^ ° �� �� q\ �•'0 DO. 1.5744 Ac.
N04'40'25'W 6, co
926.33' `D 0.77 AC. o m 23 Ng O 43
00
C10 odd o
o 0.797 AC.
cv
ROUDABUSH GALE &ASSOCIATES INC. gA.84 ° 0q moo. o m� NATE\MONT-PLAT. PRO
> > 1.881 Ac. z p2' P`1g S9F hh p r wS y3"E JANUARY 28, 2003
61 ENGINEERS, PR�OFE3S�0�ASORPORAAND LAND L7A/ONERS Cii -a' 20a.257.2gE 330 �B9 10� P'gq� 0 521.2 SKEET
SERVING
914 °en o" a °� 1,aiU.E,, VIRGINIA MM l.cofA p �g 5p) Nj 1 O `2o S, as 1 �0a W 'T�90 0. 62 Ac. eo �°02 N21' ��� ° SCALE: 1 " = � 0015/6
N FILE: 5223
27 0 3