HomeMy WebLinkAboutSUB201800099 Plat Final Plat 2018-12-20RT. 810
CROZET
AVENUE * TYPICAL WATER & SANITARY
SEWER EASEMENTS
( N.T.S.)
THREE NOTCH'D RD. _ _ _ MH, FIRE HYDRANT, BLOW -OFF,
240 - - WATER METER OR OTHER WATERLINE
PARK
RIDGE RD. W I OR SANITARY SEWER APPURTENANCE
CROZET CSX FOOTHILLS PHASE 1 -10'
HASE 2
240 10' 20'
TMP 56K -A1 <q�F4pe, X THE DEVELOPER RESERVES THE RIGHT TO VACATE OR
CLAUDIUS F�4! REVISE ANY EASEMENT HEREON PROVIDED THE PROPER
CROZET CROZET DONNA CSX
AVENUE ST :. P.56 -53R. T AUTHORITY AGREES.
PARK PAR ::.y RESID(JE;:::- RASE N
ROAD s 9�,:_.:,:. _;,....:.:. x 20' WATER AND SANITARY SEWER EASEMENTS ARE TO BE
WESTHALL pyASF/ CENTERED ON THE ASBUILT LOCATIONS OF THE LINES.
�
g�NP�� �R \Glee
240
v° -7 To IVY RESERVOIR WATERSHED
LICKINGHOLE CREEK WATER SUPPLY WATERSHED.
FOXDALE
LANE e
7LV
ROCKFISH GAP TPKE \ /
VICINITY MAP (1 ° = 2000')
BROWNSVILLE
ROAD
NOTES:
1. THE DEVELOPER RESERVES A 10' UTILITY AND/OR DRAINAGE EASEMENT ALONG ALL FRONT LOT LINES, 10'
ALONG ALL REAR LOT LINES AND 5' ALONG ALL SIDE 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 THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES.
3. WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON THE AS -BUILT LOCATIONS OF THE LINES.
4. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL BE NECESSARY TO PROPERLY
MAINTAIN ALL ROADS. SHOULD ANY STORM LINE OR DRAINAGE STRUCTURE BE BUILT SIGNIFICANTLY DIFFERENT
FROM THE PROPOSED ALIGNMENT SHOWN HEREON, THE NEW EASEMENT ALIGNMENT SHALL BE RE -PLATTED.
5. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE.
6. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR VACATE ANY EASEMENT
AS NECESSARY, SO LONG AS THE PROPER AUTHORITY AGREES, REGARDLESS OF THE SALE OF
ANY LOT.
7. THE COMMON OPEN SPACE SHALL BE OWNED, CONTROLLED, AND MAINTAINED BY THE WESTLAKE
HILLS COMMUNITY ASSOCIATION.
8. COMMON OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM
SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. THE DEVELOPER
RESERVES THE RIGHT TO CREATE, REVISE OR VACATE EASEMENTS WITHIN THE OPEN SPACE.
9. ONLY ONE DWELLING UNIT PER LOT.
10. ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER.
11. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD
ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON COMMUNITY PANEL NUMBERS 510006 0229 D,
510006 235 D, 510006 0237 D, 510006 0245 D, 510006 0450 D AND 510006 0475 D.
EFFECTIVE DATE: FEBRUARY 4, 2005, EXCEPT FOR AREAS SHOWN HEREON SHEETS 2-10. THIS
DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN
PERFORMED AS A PORTION OF PROJECT.
12. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY WATER PROTECTION ORDINANCE.
13. THE EXTERIOR BOUNDARY IS BASED ON AN ACTUAL FIELD RUN SURVEY PERFORMED BY THIS OFFICE
ON MARCH 20, 2013 AND CURRENT SUBDIVISION PLATS OF PHASE 1, PHASE 2 AND PHASE 3, AND RECORDED
AT D.B. 4518 PAGES 1-18, D.B. 4883 PAGES 464-77 AND D.B. 5045 PAGES 1-16, RESPECTIVELY.
14. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY.
15. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST.
16. INDICATES IRON TO BE SET UNLESS OTHERWISE NOTED. NO IRONS ARE TO BE
SET AT THE EASEMENT CORNERS.
17. STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' ON CENTER IN
ACCORDANCE WITH THE VDOT AND ALBEMARLE COUNTY STANDARDS.
18. ALL NEW PUBLIC STREET RIGHT -OF WAYS SHOWN HEREON ARE HEREBY DEDICATED TO THE
COUNTY FOR PUBLIC USE.
19. EACH LOT SHOWN HEREON CONTAINS A MINIMUM BUILDING SITE AREA OF 6038 SF, AS WAS
DETERMINED TO BE THE REQUIRED MINIMUM AREA DURING THE PRELIMINARY SUBDIVISION PLAT
APPROVAL PROCESS PER CHAPTER 18, SECTIONS 4.2.1 AND 4.2.2(B)i OF THE ALBEMARLE
COUNTY CODE.
20. A SEPARATE WAIVER REQUEST WAS APPROVED BY THE BOARD OF SUPERVISORS FOR THE 1.40
AC. OF PROPOSED CRITICAL SLOPE IMPACTS UNDER THE PRELIMINARY PLAT APPROVAL
SUB -2012-38.
21. SUBJECT PARCEL DOES NOT LIE WITHIN A STATE OR FEDERAL DAM BREAK INUNDATION ZONE
PER ALBEMARLE COUNTY GIS
Drawn by: J. Powell
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
69A PROFESSIONAL CORPORATION $
SERVING VIRGINIA SINCE 1966
914 MONTICELLO ROAD - CHARLOWESVILLE, VIRGINIA 22902 s r
\ PHONE 434977-0205 - FAX 434-MZ220 - EMAIL INFO®ROUDABUSH.COM
SUBDIVISION PLAT
WESTLAKE HILLS
PHASE IV
WHITEHALL MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VA
AGRICULTURAL - FORESTAL DISTRICT
THIS SITE DOES NOT LIE WITHIN AN
AGRICULTURAL -FORESTAL DISTRICT.
ZONING
R-1 RESIDENTIAL
CLUSTER DEVELOPMENT AND BONUS DENSITY
STANDARDS ARE BEING IMPLEMENTED.
SETBACKS: R1 (NON -INFILL)
FRONT - 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF
THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY
SIDE - NONE, 10' MINIMUM BUILDING SEPARATION
REAR - 20'
FRONT LOADING GARAGE: 18 FEET FROM THE RIGHT-OF-WAY OR THE
EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF
THE RIGHT-OF-WAY
SIDE LOADING GARAGE: 5 FEET FROM THE RIGHT-OF-WAY OR THE
EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF
THE RIGHT-OF-WAY
FRONT SETBACK LINES AT CUL-DE-SAC SET AT MINIMUM 80' LOT WIDTH.
COUNTY APPROVAL
-------------L;-�._vLI0
AGENT FORTE BOARD OF SUPERVISORS DATE
STATEMENT OF CONSENT TO DIVISION
THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, BEING RECORDED IN
THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY IN DEED BOOK 2733,
PAGE 150, AND FURTHER DIVIDED IN DEED BOOK 4518 PAGES 1-18, DEED BOOK 4883
PAGES 464-477 DEED BOOK 5045 PAGES 1-16 AND DEED BOOK 5112 PAGES 560-563,
CURRENTLY KNOWN AS TAX MAP 56 PARCEL 53R1, ACCORDING TO COUNTY RECORDS,
IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS, PROPRIR.ORS AAD TRUSTEES, IF ANY.
SM CH9RLOTTESVILLE„ LLC (AGENT/REPRESENTATIVE) TMP.56-53R1
NOTARY PUBLIC
STATE OF VIRGINIA
COUNTY OF ALBEMARLE
TO WIT- THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
BY- �r _ t= a I= ----------------
ON BEHALF OF SM CHARLOTTESVILLE, LLC
THIS Cei-_ DAY OF ,1::k��'20I
-- ------
MY COMMISSION EXPIRES:'"a '�•' Wit` i�' -- Tt � S. R°gs'el°
r Notary Public
Rei #S1lI148'7
Co?�mmxmommweatfh lof Vlr}�lgma
,my Commission Expires
SURVEYOR'S STATEMENT
I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL
REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE
COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY
HAVE BEEN COMPLIED WITH.
STATEMENT OF TITLE TMP.56 PARCEL 53R1
THE LAND SHOWN WAS OBTAINED BY SM CHARLOTTESVILLE, LLC. BY DEED DATED
11/09/2018 AND RECORDED AT D.B. 5112 P. 560, AND TO THE BEST OF MY
KNOWLEDGE MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF
SUBDIVISIONS. SUBJECT PARCEL IS THE RESIDUE OF "WESTLAKE HILLS, PHASE 3"
AS RECORDED AT D.B. 5045, Pg.1-16 OF THE CIRCUIT COURT CLERK'S OFFICE OF
ALBEMARLE COUNTY, VA.
EXISTING AND PROPOSED DENSITIES AND OPEN SPACES FOR ALL PHASES
(TABLE PER APPROVED PHASE II, III & IV ROAD PLAN BY COLLINS ENGINEERING,REVISION DATED 1/28/15,
WITH ADDITIONAL UNACCOUNTED FOR OPEN SPACE E(1) AND REVISED AREAS FOR "OPEN SPACE A(PHASE 11)
"OPEN SPACE BPHASE 11), "OPEN SPACE C(PHASE III), "OPEN SPACE D(PHASE III) AND
"OPEN SPACE E�PHASE III), AS SHOWN HEREON)
PHASE 1:
47 UNITS
47/46.08 AC =
1.02 DU/AC
PER
PHASE I
PLAT D.B.4518 PG.1-18)
PHASE II:
27 UNITS
27/26.48 AC
= 1.02 DU/AC
PER
PHASE II
PLAT D.B.4883 pp.464-477)
PHASE III:
17 UNITS
17/17.00 AC =
1.00 DU/AC
PER
PHASE III
PLAT D.B.5045 pp.1-16)
PHASE IV:
46 UNITS
1 46/50.36 AC =
0.91 DU AC
UPER
ABOVE
REFERENCED PLAN)
137 UNITS
137/139.92 AC
= 1.02 DU AC
THE MAXIMUM ALLOWABLE DENSITY, AS SPECIFIED IN THE APPROVED WESTLAKE HILL SUBDIVISION
PRELIMINARY SUBDIVISION PLAT (SUB201200038), IS 1.02 DU/AC.)
OPEN SPACE:
ORIGINAL SITE ACREAGE =139.92 AC*
OPEN SPACE (PHASE 1) = 15.97 AC 15.97 AC/46.09 AC= 34.6% OPEN SPACE PHASE I*
BLA LOT 25, PHASE 1 = -0.07 AC (15.90 AC/46.09 AC� = 34.5% OPEN SPACE PHASE I
OPEN SPACE A PHASE II) = 0.65 AC
OPEN SPACE B PHASE II = 10.65 AC
OPEN SPACE E(1 (PHASE II) = 0.18 AC ((0.18+0.65+10.65)/26.48 AC) = 43.31% OPEN SPACE PHASE 11
OPEN SPACE C PHASE lil = 1.88 AC
OPEN SPACED PHASE III = 8.06 AC ((1.88+8.06)/19.49 AC) = 51.00% OPEN SPACE PHASE III
OPEN SPACE E 2 PHASE IV = 22.29 AC 22.29 47.85 AC = 46.58% OPEN SPACE PHASE IV
(TOTAL OPEN SPACE PROPOSED PER SUB201200038 58.39 AC OUT OF 140.186 AC (41.7%). TOTAL INITIAL
ACREAGE SHOWN ON PRELIMINARY PLAT VARIES FROM EXISTING ACREAGE.)
*(AS SHOWN ON PLAT OF RECORD AS RECORDED IN D.B. 4518 PG. 1 OF THE CIRCUIT COURT CLERK'S
OFFICE OF ALBEMARLE COUNTY, VIRGINIA. THERE IS A ONE HUNDREDTH ACRE VARIANCE BETWEEN PLAT OF
RECORD AND REFERENCED SITE PLAN FOR TMP 56-53 RESIDUE.)
SHEET INDEX
AREA SUMMARY (PHASE IV)
ORIGINAL AREA TMP 56-53R1 RESIDUE 47.855 AC
AREA IN NEW LOTS 21.634 AC
NEW ROADS 3.927 AC
PHASE IV OPEN SPACE E2 22.294 AC
RESIDUE 0.000 AC
TOTAL ................................................. 47.855 AC
DENSITY (PHASE IV)
ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT:
0.97 DU/AC. + 5% DENSITY BONUS FOR STREET TREES AS SPECIFIED
IN SECTION 32.7.9 = 0.97 X (1+0.05) = 1.02 DU/AC.
DENSITY PROPOSED
PHASE IV: 46 UNITS (137 TOTAL PHASE I, II, III 6 IV)
46/50.36 AC. = 0.91DU/AC.
(PER APPROVED PRELIMINARY SUBDIVISION PLAT SUB2012000038)
DENSITY PLATTED(Actual)
PHASE IV: 46 UNITS (137 TOTAL)
46/47.855 AC. PHASE IV= 0.96DU/AC.
(PER THIS PLAT)
SHEET 1
COVER SHEET
SHEET 2
EXISTING BOUNDARY CONDITIONS
SHEET 3
SUBDIVISION PHASE III RESIDUE
SHEET 4
SUBDIVISION PLAT
SHEET 5
SUBDIVISION PLAT
��,,NLTH OF
o BRIAN D JAMISON
No. 3334
�1%
t4; su��
SHEET b SUBDIVISION PLAT REV: NOV. 14, 2018
SHEET 7 EASEMENTS PLAT (owner Information)
SHEET 8 EASEMENTS PLAT MAY 23, 2018
SHEET 9 EASEMENTS PLAT SHEET
SHEET 10 EASEMENTS PLAT 1 \ 11
SHEET 11 LINE TABLES(SUB PLAT) FILE: 8509
HATCH LEGEND
DENOTES EXISTING
PUBLIC GREENWAY EASEMENT
DB.4759 P.407 '-- �/111�`"�--`--� TMP 56K -A \
` N/F HOMEOWNERS ASSOCIATION
DENOTES EXISTING -- \� OF FOOTHILLS CROSSING INC
MITIGATION AREAS4260 P.
DB.4775 P,553 -- -- - . D.B. B 794 P. 04 325 PLAT
COMMON OPEN SPACE �, MI
N/FWESTERNRIDGE
® OWNERS ASSOCIATION, INC
\'
D.B. 1682 P. 575
ND.B. 1538 P. 211 (PLAT)
20' ACSA SEWER ESMT --- - ! �F
TMP 56K -A 1 ---___ ---
yy
N/F FOOTHILLS CROSSING INC D.B. 2041 P. 682 (PLAT) :1�8�.047
n R 9Qii7 P
PHONE 434877-0205 - FAX 434.2884720 - EMAIL INFO®ROUDABUSH.COM FILE: W09
®..,f...... q. _:... .<.U.e..,.:e ,. . _ __ ;e3,a.. W..�.;az�ayasc � , ...�§1c`w�T.. ' aa...uR.iu^r:fc?i�»-^+ .. ..-....:.... .:.' _ ._ '. _: ? *w-.s�.?• 3:;„h�F':.N . 3�!h§ ".5#.SrS? . _.. a.a4 r — _
.� .. _?ff .nwY.d. f. - �:^.. 3�'aer, «.!Fa.z'.: ....d .'�•r.:.»ru. ..�s::aaam.�-s>� «:t;..., _ _�.�.._. ,� ....:.,. x..w ::e::nxa,:a ... .. .:.,ate -
i?n=.
.. :s5,,....n«tt'�3i:.�+. a ,..,... �s++?6':. e” ._r. a....,..t.+..:-: ii... r' ._..5,...`.vYF4_.... ..... t..nw+i+:tiYx. ki[%�n- .....✓... h:�. e:��kx „ate.,sern. .;af.re4 ...� E.. r .x..�.� e .<a+.tM�n-ncn-?w. 'r' .-... ____
'i:'±��'i .`,I.1
3
HATCH LEGEND
DENOTES EXISTING
PUBLIC GREENWAY EASEMENT I
DB.4759 P.407-'i/llh` -- --J \ TMP 56K -A \
\ �\\ N/F HOMEOWNERS ASSOCIATION ,
DENOTES EXISTING - - OF FOOTHILLS CROSSING INC +
MITIGATION AREASD.B. 4260 P. 325
__J
DB.4775 P.553 `- '- �
`.i_` D.B. 3794 P. 04 (PLAT)
COMMON OPEN SPACE + TMP 56E -01-B
' \ ` N/F WESTERN RIDGE
\ OWNERS ASSOCIATION, INC
N = 23869.09' \ D.B. 1682 P. 575
\ E = 17735.28' s� D.B. 1538 P. 211 (PLAT) \
N '
20' ACSA SEWER
THIP 56K -Al
lieN/F FOOTHILLS CROSSING INC D.B. 2041 P. 682 (PLAT) ' 0'
47 E
D.B. 2347 P. 78 �� 596 39'-
�� D.B. 4319 P. 403 (PLAT)
( ) TMP 56E -02-C
- -�D.B. 3794 P. 04 PLAT
EXISTING 100 YEAR ,- VIII\�` /V ��/t' "'�`, HIGHLANDS WEST LP.
FLOOD PLAIN AND "ti /� - - - Phase IV
i- STREAM BUFFER �1�� " L28 Open Space E2 ! �', D.B. 1698 P. 116 (PLAT)
fj, W
I ; �\ ��$Dit\\� ✓ S7T40 `� ` 22.294 AC. ,
I I PUBLIC GREENWAY EASEMENTIF
Lo,
\ D.B. 4759 P. 407 LOT 133 EXISTING 100 YEAR
in s TMP 56E -02-A
\ LOT 134 �� N/F WESTERN RIDGE
FLOOD PLAIN AND t r,
{ z `e
I I {fd ,E %il\� �o LOT 135 STREAM BUFFER \ \ _� . r'- OWNERS ASSOCIATION, INC
1 r' D.B. 3130 P. 64
E = 16651.63' 1��-ryti��-__--- � • • �• \ Q� o,
LOT 136 LOT 132 �\ F D.B. 1698 P. 116 (PLAT)
' 20' ACSA SE Phase III , n o. _ ` TMP -56-83R1 ' N /
T- \ SEWER ESMT ��a ... K, �,; \ 1 '
D.B. 2041 P. 682 PLAT span Space 'C' ; E„ �`�;; j o ��' M ,�, LO 1 LOT 131 Pham n/ o
/ ( ) D,B.5045 P.1-16 i��,o`�' 0 137 �\ `�
1.876 AC. II\\� "' 1 Y� C0171rYtOr1 ��
\ X31 s 58� , t LOT 130 s 22.294 AC. (Rev)
X36, <' 30' RWSA SEWER ESMT
( OPEN SPACE BI '\D.B. 815 P. 59 (PLAT)
�N r:Phase IV 23 D.B.4883 pp.464-477 til\� .N LOT 129�,%\PASEI
10.655 AC. '' e rn u Open Space E2 �, c� o o l?2 N
z 0 SPACE �' 22 294 AC '�
LINE
BEARING
DISTANCE
L1
S14'02'45"
16.10'
L2
S5909'19"
35.06'
L3
S61'57'09"
92.46'
L4
S53'09'11"
46.26'
L5
S44'20'24"
69.37'
L6
S46 25'52"
92.38'
L7
S50'14'25"
65.88'
L8
S61'03'07"
171.41'
L9
S47'59'25"
86.54'
L10
N78'00'18"E
189.44'
L11
N40'42'15'E
82.00'
L12
N53'48'45"E
107.65'
L13
N47'07'29"E
185.35'
L14
NO3'43'38"E
190.78'
L15
N24'04'17"
71.18'
L16
S69'19'07"
45.25'
L17
S0827'23"
188.30'
L18
N08 27'23"E
140.03'
L19
57116'46"E
156.70'
L20
N39'26'28"E
230.37'
L21
NO3"40'13"
87.00'
L22
N6128'25"
82.14'
L23
N70'13'29"
83.83'
L24
N57'29'01"
92.61'
L25
N6259'50"
91.11'
L26
N26'31'58"E
69.76'
L27
N42'11'l6"
95.69'
L28
N79'13'36"
109.60'
L29
S45 36'37"
106.44'
L30
S36'40'28"
92.00'
L31
S75'43'07"
88.56'
\ cn " o
' I e�- - SII\\LOTS O � ` :v� o PUBLIC GREENWAY EASEMENT
T ti s 47 P. 407
92 93 C WES h,�lL O�`�
-�g0�'o�'''�I1\� +S!REAM SLOT
LOT
LOT
C� LOT 116 �6>
LOT 89 �i'j LOT 123 MITIGA tOV EASEMENT AREA-,
LOT gg LOT 94 FOR WHITTi G SUBDIVISION
87\ W KSON
o..,..
` LOT , - " 61 R LOT \ S,p D.B. 4775 P. 553 �-
w ,- gIVE r LOT 115 117 �� + �? TMP 56-93A
LOT 29 LOT 86 T ALL D 1-16 ---', I W
TLAKE HI S a,, , _ LOT 122 ?S ssr�
\ \ 74 IF ES 50`f5 �'� ' - ( LOT 95 / �� N F RIVANNA WATER & \
° PHASE I % LOT W B, LOT + '+ �??S. F° SEWER
I W LOT 28\ LOT + 73 �? D9n, n' 85 "O;'' .:\ - - AUTHORITY _
D.B. 4518 PP. 1-18 / �' 1R LOT ba( a LOT 114 O
\ 72 /i IF. 7� -max " O IF D.B. 240 P. 483
I _
�LOT 121
_ 100' S EAT LOT c�,v1l LOT 96 o
BUFFER \\ 71 ' ` 70 - LOT �b LOT '- �t ��� Q� n �� Q�� /� ��
- - LOT 27
l 76 ; �"�, 84 -, cz �O _, �00.� �`v �`��� o K' «Y
- - `i' O Q J� �v r
\ 9,1 \ ti / c.-- -- cn �� LOT 120 R / ;� /
\ L69 �i LOT 97
LOT ,
LOT + f ! LOT
\ \w 77 rn � L �v a
LOT 26'gi 1k6� 48 -� �rn� 83 X19
+ , -'' C' LOT -�� LOT T,, iF
68 , LOT 110 s / MIi GA ON EA_,Mt N7,AFti A ��
\'Z. d i-`� a 98 �i iJ i it T < )i •,\ �+"
LOT' �-, � ON SU Dl�sr: I(
L LOT LOTJ Phase IV ) F� o
49 a 78 i 82 1 0 ( D b- ,+ 5 P:
+ , 'OT y, �` OT • LOT pen Space E2 sQ, iS`"
- 47 "' 67 \ �� 22.294 AC. > S 5 05 E
L \RIVE -\ LOT \ \ , ,ate �99 �� �O� LOT 109 J / k745
\ IF - 9.45
PIAL - 50 �' �� LOT LOT z 47"
` wES� - ` 9 LOT ,� + , , - LOT O / W 3 ,54.w ..
' 46 ���+ 66 / 79 LOT 81 t0 O� �`L R� 9�2jr; S�(j•Q9. N = 22525.47
/'\'� E = 18546.21'
°+ LOT \ ` ,� LOT o + �\ ,� ' IF. 80 LOT 100 O� o LOT 108 �� y = - . kind ghh e Creek +
.51
t' w / tc -
+ + �' 45 " ' / LOT IF. 'moo a F �tk \ L TMP 56 93A
/j
68,1 \ / J _.0 F.
o ^� \ r ; \ N RIVANNA WATER &
\, 1�OT 65 -xo,W; LOT
a LOT 44 \ 52 \ l ,' f'F I/ 101 l / ` SEWER AUTHORITY
/1 1' X + T �� t:'/;� ' D.B. 1240 P. 483
LINE
RADIUS
ARC
DELTA
CHORD BEARING
CHORD
C1
110.00'
86.60'
45 06'34"
N36 36'02"E
84.38'
C2
60.50'
21.11'
19 59'40"
S63'44'33"E
21.01'
C3
1069.50'
6.50'
0-2054 '"
S63'35'58
6.50'
C4
630.50'
186.26'
16'55'34"
S71'53'18"
185.58'
C5
12.50'
16.59'
76'0352
S42'19'09"
15.40'
C6
328.50'
93.34'
16'16'51'1
S12-25'39"
93.03'
.\..�.`
' OPEN SPACE B
PHASE I \:
' LOT 39 OPEN SPACE \
D.B.4883 pp.464-477
10.655 AC.
PUBLIC
; I
'<
- P�1
EXISTING 100 YEAR
j,
' \
_----
FLOOD PLAIN AND
GREENWAY EASEMENT EU-
'
STREAM BUFFER
A
, t
\Av//i _ /i
-- m,: --
/ ��u,,
D.B.
4518 PPM 1-18
Drawn by: J. Powell
ROUDABUSH, GALE & ASSOCIATES, INC,
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION
SERVING
0 VI V/RQ/N/A 3/NCE 1966
914 MONTICELLO ROAD -CHARLOTTESVILLE, VIRGINIA 22902 s r
\ PHONE 434977-0205 - FAX 434-2984= - EMAIL INFOQROUDABUSH.COM
+\TMP 56-98B ++
N/F JACKSON, CINDY ALLRED
OR JOHN W.
++ D.B. 1887 P. 404 +
SCALE V'= 200' I
(
200 100 0 200 400 I
SCALE IN FEET
(
GREENWAY EASEMENT
D.B. 4759 P. 407
TMP 56G -A \
N/F FOXCHASE OWNERS
ASSOCIATION, INC
D.B. 3356 P. 716 \
+
+
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'-'BRIAN D JAMISON a
No. 3334
REV: NOV. 14, 2018 apf
(Owner Information) l 7.a1to
MAY 23, 2018
SHEET
SCALE: = 1 " = 200'
3\11
FILE: 8509
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PUBLIC
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D.B. 1715 P. 569
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ROUDABUSH, GALE & ASSOCIATES, INC,
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION
SERVING
0 VI V/RQ/N/A 3/NCE 1966
914 MONTICELLO ROAD -CHARLOTTESVILLE, VIRGINIA 22902 s r
\ PHONE 434977-0205 - FAX 434-2984= - EMAIL INFOQROUDABUSH.COM
+\TMP 56-98B ++
N/F JACKSON, CINDY ALLRED
OR JOHN W.
++ D.B. 1887 P. 404 +
SCALE V'= 200' I
(
200 100 0 200 400 I
SCALE IN FEET
(
GREENWAY EASEMENT
D.B. 4759 P. 407
TMP 56G -A \
N/F FOXCHASE OWNERS
ASSOCIATION, INC
D.B. 3356 P. 716 \
+
+
H pay, \
+
'-'BRIAN D JAMISON a
No. 3334
REV: NOV. 14, 2018 apf
(Owner Information) l 7.a1to
MAY 23, 2018
SHEET
SCALE: = 1 " = 200'
3\11
FILE: 8509
,. .,
(' { A\7E.;i-),Qt'i. l\L;{-J iCi-..l yrs'<:'Tl ,+V(t=:f3?-3At:1 d qlbi cai t`,.; t c't lei :-�i :, -r r: �,:.
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ROUDABUSH, GALE & ASSOCIATES, INC. 216.57'" I / o`',�� Rev: NOV. 14, 2018
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ENGINEERS, SURVEYORS AND LAND PLANNERS S76 49 28 W 1 1 N89 03'3¢» l ��O� y (Owner Information) SHEET
A PROFESS/ONAL CORPORAT/ON %B� 'ZD2 E l l \ \ MAY 23, 2018
SERV/NQ V/RQ/N/A S/NCE 1886 /� I 36 \
914 MONTICELLo ROAD - CHARLOTTESVILLE, VIRGINIA 22902 lsp\ c�� 2 / 5'SBL -� � SCALE: = 1" = 50' 4 \ 11
PHONE 434977-0205 - EAX434-2965720 -EMAIL INFOQROUDABUSH.COM ^ \ (TYP•) \ \ FILE: 8509
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DEDICATED TO THE COU 03 e 20382.7 SF 83 329y 971133.3 Sq.Ft. Ir
FOR PUBLIC USE. �S E'
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.6'�' (TyP•) _ _ a '��� 20775.9 SF ypJ 56�. N0. 3334
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IS0"E I i LOT 116
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= I 24.33' I (� �� *\ 20000.6 SF N
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115'52'28"W (TYP;)� �l" RIGHT -0F -WAYS SHOWN \ 9�sa, t-
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2 C3'3yt hll, �� / (T YP) LOT 105 P' I I 22.294 AC.
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LOT 100 1 Y �o Og L ��,1 \0 Otis m 20072.1 SF 3
21041.9 SF SCALE IN FEET
hath q\ 95 N=22555.13
S7
v Phase 4 RIO,W'�J ' LOT 106 ~ �o�`/ Seg, // E=17872.60
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00' 171,057.6 S Ft. \' \ 20006.8 SF *Se,\ �B �2
190• \ 8.11 \
� I S14'02'45"W
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_
Drawn by: J. Powell 26.80' 11 \ \ /
\ LOT 10$ / R=110.00'A=86."60'
A 45'06'34
ROUDABUSH, GALE & ASSOCIATES, INC. ti o LOT 107 20027.4 SF /
\moo- �''
s N
ENGINEERS, SURVEYORS AND LAND PLANNERS \ �� A5 Z! 22123.0 SF C.B.=S36'36'02"W
6P A PROFESSIONAL CORPORATION 0a 0) N � Lc=84.38'
SERVING VIRGINIA SINCE 1856// \\ O v`
914 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902 s r / �CQ \ J O '
\ PHONE 434.977-0205 - FAX 434-2985220 - EMAIL INFCCROUDAWSH.COM / �,> \ tiS59'09'19"W
rn 35.06 /
LOT 92
Ex. 20, A.0
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D•g.504 I Vacated Hereby
N05'39'00"E
41.4947'
N 58'05'02"W
30.51'
LOT 93
F
Drawn by: J. Powell
ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION
SERVING VIRGINIA SINCE 1986 LLL \\l
914 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902 s r
PHONE 43477-0205 - FAX 4342964220 - EMAIL INFOQROUDABUSH.COM
CV
cq
00
I
I
LOT 137
LOT 136
b'A=4.13'
(tie ACSA)
A=11.56'
(tie LSC)
- = _ NEW 10' LANDSCAPE &
NEW 10' LANDSCAPE & = MAINTENANCE EASEMENT
MAINTENANCE EASEMENT `'1 y _ _ S12i0'05"W
`JJ _-` 20.75'
SEWER EASEMENT
51210'05"W
14.57'
05-5a
NEW SIGHT
DISTANCE EASEMENT
S89°16'21 "W
10.00'
L4' '' N10104'58"E
CS1 10.94'
New 20' Storm
Drain Esmt.
S00'43'39"E
5.49'(tie storm)
N89'16'21 "E
10.00'
6.45'
(tie)
N
LOT 129
NEW 20' ACSA LOT 128
SEWER EASEMENT
_.A-9.49S8ps8�$F
_ ___ - -2,5
(6 P hh p/wI/p
-- --
N89'4.,20,.. Si ht
Dist t
`S10'04. " W 139. ' = 1 once_28 ' X
12458 W 34 D N10'58'43"W
NEW
e FgSEMENT 4\
DISTANC
Q�
LOT 116
NEW 20' ACSA
SEWER EASEMENT
N60'31'50"W
(storm)120.81'
LOT 131
LOT 132
S63'28'02"E
10.00'
S1 0'58'43"E
7.58'
\ l - _ NEW 20' ACSA
SEWEREASEMENT
New 20' Storm
Drain Esmt.
�.
LOT 126
N35'17'13"E
180.61'
DISTANCE EASEMENT
LINE TABLE
COMBINED SWM ACCESS AND
MAINTENANCE EASEMENT &
VARIABLE WIDTH STORM DRAIN EASEMENT
LINE
BEARING
DISTANCE
SDI
eco
2.00'
N0959'00"E
N70'14'51 "W
68.63'
L4' '' N10104'58"E
CS1 10.94'
New 20' Storm
Drain Esmt.
S00'43'39"E
5.49'(tie storm)
N89'16'21 "E
10.00'
6.45'
(tie)
N
LOT 129
NEW 20' ACSA LOT 128
SEWER EASEMENT
_.A-9.49S8ps8�$F
_ ___ - -2,5
(6 P hh p/wI/p
-- --
N89'4.,20,.. Si ht
Dist t
`S10'04. " W 139. ' = 1 once_28 ' X
12458 W 34 D N10'58'43"W
NEW
e FgSEMENT 4\
DISTANC
Q�
LOT 116
NEW 20' ACSA
SEWER EASEMENT
N60'31'50"W
(storm)120.81'
LOT 131
LOT 132
S63'28'02"E
10.00'
S1 0'58'43"E
7.58'
\ l - _ NEW 20' ACSA
SEWEREASEMENT
New 20' Storm
Drain Esmt.
�.
LOT 126
N35'17'13"E
180.61'
DISTANCE EASEMENT
LINE TABLE
COMBINED SWM ACCESS AND
MAINTENANCE EASEMENT &
VARIABLE WIDTH STORM DRAIN EASEMENT
LINE
BEARING
DISTANCE
SDI
SI 945'08"W
2.00'
SD2
N70'14'51 "W
29.04'
SD3
S22'07'57"
14.08'
SD41
S82'21'24"E
6.78'
SD5
N37'0558"
32.86'
SD6
S19'45'08"W
2.00'
SD7
57014'52"E
28.81'
SD8
N82'21'24"W
9.88'
SD91
S7014'52"E
56.10'
CURVE TABLE
COMBINED SWM ACCESS AND
MAINTENANCE EASEMENT &
VARIABLE WIDTH STORM DRAIN EASEMENT
LINE
RADIUS
ARC
DELTA
CHORD BEARING
CHORD
CSI
630.50'
11.50'
1'02'44"
S79'49'43"W
11.50'
CS2
32.00'
35,59'
63'42'57"
N50'29'55"W
33.78'
CS3
528.50'
2.53'
016'29"
S2134'38"W
2.53'
CS41
328.50' 1
98.34' 1
17'09'10"
S12'51'48"W
97.98'
CS51
20.00' 1
22.24' 1
63'42'57"
S50 29'55"E L
21.11'
New 10' Storm
Drain Esmt.
LTH OF
U BRIAN D JAMISON `D
No. 3334
S58'48'21 "E
10.00'
Rev: NOV. 14, 2018
(Owner Information) SHEET
MAY 23, 2018
SCALE: = 1 " = 50' 7 \ 11
FILE: 8509
Vit9 r CIJ�...?.. ILr:f L I t{,: t.. Ij1f .._I3
i
N10'04 58 E _ _ _ __ _ _ - NEW 20 ACSA LOT 128 0,• SCALE 1" = 50'
o
CS1 10.94' _ =___ _-= ; _-_ __ SEWER EASEMENT 50 25 0 50 100
A=9.49 S80S h�,, �O
lb
LOT 127 SCALE IN FEET
NEW SIGHT
DISTANCE EASEMENT
New 20' Storm �Fsry/ = _ __ _ _ __ , 1 `'►Z'TH �F
A 17 46 Drain Esmt. �`L = = ==__ -
( , D = _-_ _- /,, /�--New 10 Storm
Distance=
%� =a _ / / Drain Esmt. r S 47 E
6I R��/ 1 54'42'
Sight Dist _ N80S 10.00' 7'r 5iv , ✓
N75'20'44" 149.21 S00'43'39»E _ _ _ , 28 8 bw ` - _- j - V
32� ~ —� _-- E S6629'04"E _ _ N89 1 `� Si h t Ogg LOT i 2b BRIAN D JAMISON
P;14 5.49'(tie storm) _ _ S10' ' 4 20 W 1 Oistpnce_ No 3334
34.97 __ _ 04 139. ' 28 = S10'58'43' E
= 58 3 0 _ _ ; , i
N89°16'21"E _ 1245, W 4 N10°58'43 W _ - 7.58'
NEW 10' LANDSCAPE & _ _= 4.3T _
0 10.00' NE _ f e'.
MAINTENANCE EASEMENT o = __ DIS SIGyT A,)6 - ___ _ _ N35'1 7'1'5"E /l '''-' 55848'21 "E
- _ TA EAS �� ti �� `� _ -= _ = 180.61 10.00'
10.00' �q
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LOT 123
LU
14.81` U')��Q� Cho MAINTENANCE EASEMENT
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10.10'
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NEW 10' LANDSCAPE &
Ch
S77'39'22"W
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LOT 113
11.20'
New 20' Storm
WESTHALL
MAINTENANCE EASEMENT
10.00'
`.: j
31.88' ;Drain
Esmt.
.°
DRIVE(61 )
00
0
30' RWSA SEWER ESM
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Phase III
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8.064 AC.
---
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D.B.5405 P.1-16 —
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ROUDABUSH, GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
® A PROFESSIONAL CORPORATION $
SERVING VIRGINIA SINCE 1966
914 MONTICELLO ROAD - CHARLOTTESVILLE, VIRGINIA 22902 s r
\ PHONE 434-977-0205 - FAX 434298.5220 - EMAIL INFO@ROUDABUSH.COM
TMP 56G—A
N/F FOXCHASE OWNERS
ASSOCIATION, INC
D.B. 3356 P. 716
Gtz
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1,18
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ESM � �• 65 �P�P�1
/ 20 RWSP 5 PP � fig/
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N/F RIVANNA WATER & /
SEWER AUTHORITY /
D.B. 1240 P. 483
\o
�.4OLTH OF
Ir�
U BRIAN D JAMISON a
No. 3334
Rev: NOV. 14, 2018
(Owner Information) SHEET
MAY 23, 2018
SCALE: = 1 " = 50' 10 \ 11
FILE: 8509
l:. .s.. ;`9 ���.i4 t •11�i7�t")' 'ss_. .�It_rS,i �. i�! !Ir« ..-I---`'it 4(,;� .. t._f'��� i��.��; „t ,, �'CS