HomeMy WebLinkAboutSUB200800239 Plat 2009-09-21OWNERS APPROVAL OWNERS APPROVAL
THE SUBDIVISION OF LAND AND EASEMENTS DESCRIBED HEREON ARE WITH THE
THE SUBDIVISION OF LAND AND EASEMENTS DESCRIBED HEREON ARE WITH THE
R
FREE CONSENT AND IN ACCORDANCE HITH THE DESIRE OF THE UNDERSIGNED FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED
OWNERS. P OPIETO S, AND TRUSTEES. ANY REFERENCE TO FUTURE POTENTIAL OWNERS, PROPIETOR AND TRUSTEES. ANY REP El TO FUTURE POTENTIAL
DEVELOPM T IS E DEEME S THEORETICAL ONLY. ALL STATEMENTS DEVELOPMENT IS TO E OE A THEO ETI L ONLY. ALL STATEMENTS
KNOWLEDGE.
AFFIXED TO THIS P 7 AR T UE A C RR T O THE BEST OF MY KNOWLEDGE.
AFFIXED 0 THIS
PL A i AND ORRECT
TO THE BEST OF MY
FOOTHILLS CflO66ING, INC. OWNEfl OF THP 56 -95 ROUTE 240. L-C. 6WNER OF THP 56A2-O 61
NOTARY PUBLIC NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME Gi lRB ��i THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME \\�`` \1tt1E IR8"i4i
THIS 81 DAY OF D(✓ 20 09 ���cQbLlWoHtZFti ?FN% THIS 31 DAY OF 4' LLt. f 204 �F�o�
v P,! %5okr -�-- Reg.# -721- ISISS6 = �;`mcca mNNO ; y P��r �C.ry �- Reg. 7z4 S SSA r; ` GSniA7aNNO`;y;
<: 72495% :D = < 724!566 .D
? `t MI CO" E7T11ESe 2 � �L M cow aMS.'
My Commission Expires �� 13 - oigi126I6 , My Commission Expires ��1 X13 owinol3 \
voARY Pt11l"GO`` `` '4 gRy�pl10"Gp```` \�
AP,QPR /%jVED FOR RECORDATION
/n a/,�/ -4,4-0-,
Agent. Board Of Supervisors Date
4& � L ror e /11os
Chairman. Planning Commisssion Date
NOTES:
1. THE DEVELOPER RESERVES A 25' UTILITY AND /OR 'DRAINAGE EASEMENT
ALONG ALL FRONT LOT LINES, 20' ALONG ALL REAR LOT LINES AND
10' ALONG ALL SIDE LOT LINES.
2. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS
THAT WILL BE REQUIRED BY A.C.S.A. AND R.W.S.A. IN. ORDER TO
ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE .UTILITIES. THESE
EASEMENTS WILL BE CENTERED ON THE FACILITIES WHEN CONSTRUCTED.
APPROXIMATE SANITARY SEWER EASEMENT LOCATIONS ARE SHOWN HEREON.
3: THE.OEVELOPER 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.'
4. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE.
5. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE.. RELOCATE OR
VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY
AGGREES, REGAROLESS'OF THE SALE OF ANY LOT.
6. OPEN'SPACE IS .RESERVED FOR FUTURE DEDICATION (UPON PROJECT COMPLETION)
TO THE COUNTY OF ALBEMARLE.
7. 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. '
8. NO FURTHER DIVISION WITHOUT PLANNING COMMISSION. APPROVAL.
9. ONLY ONE DWELLING UNIT PER LOT.
10. ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER,
11.. XU( AREAS PDETERMINEDPTORBETOUTSIDENTHE 0.2XNANNUALECHANCEMFL000PLAIN)
AS SHOWN ON COMMUNITY PANEL NUMBERS 510006 0229 D. 510006 0235 D AND
510006 0245 0. EFFECTIVE DATE: FEBRUARY 4, 2005.
12. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE
WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE.. .
13. PARK RIDGE DRIVE AND WOODPECKER WAY MAY EVENTUALLY BE EXTENDED
AND BECOME THROUGH STREETS.
14, EACH LOT SHOWN HEREON CONTAINS A BUILDING SITE WHICH. MEETS THE
REQUIREMENTS OF SECTION 4.2.2.2 (18 -520).
15. THE EXTERIOR BOUNDARY IS BASED ON AN ACTUAL FIELD RUN SURVEY
PERFORMED BY THIS OFFICE IN JUNE OF 2006.
16. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY.
17. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST..
18. ----*.--INDICATES IRON TO BE SET UNLESS OTHERWISE NOTED.
NO IRONS ARE TO BE SET AT THE EASEMENT CORNERS.
19. THE AREAS ON THIS PLAT DESIGNATED AS TEMPORARY CUL -DE -SACS (C.D.S.)
AND TEMPORARY TURN -A- ROUNDS WILL BE CONSTRUCTED AND USED AS OTHER
STREETS IN THE SUBDIVISION UNTIL SUCH TIME AS THE ROAD IS EXTENDED,
AT WHICH TIME THE LAND IN THE TEMPORARY CUL -DE -SAC OR TURN -A -ROUND
AREA WILL BE ABANDONED FOR STREET PURPOSES AND WILL REVERT TO
ADJOINING PROPERTY OWNERS IN ACCORDANCE WITH SPECIFIC PROVISIONS
IN THEIR RESPECTIVE DEEDS.
20. ALL ROADS ARE TO BE DEDICATED TO PUBLIC USE.
21. THE LAND USE REGULATIONS LISTED HEREON ARE IMPOSED PURSUANT TO
THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT ON THIS. DATE AND
ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THEY ARE NOT RESTRICTIVE
COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS. PLAT
.... .- .IS_NO.LINT.ENDED TO.IMPOSE.,THEM AS SUCH.
ROUDABUSK GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
®A PROPESSIONAL QORPORA7'ION
SERVING VIRGINIA SINCE fOQO
914MONnCE DP,OAD- CHAR1.D'TfE95 JAV6i0WIA2MM ' '
\ PHONE43447T• 0206- FAX494.M= -EM4L MPDOIOUDABLIMCOM
REQUIRED AREA AND DENSITY
THIS IS AN R -1 CLUSTERED DEVELOPMENT UTILIZING BONUS FACTORS.
nanllxrry ANn AREA RFOUIREMFNTS ARE AS SHOWN_BELOW.
AREA SUMMARY,
ORIGINAL TMP 56 -95
REQUIRED
PROVIDED (ALL PHASES)
CLUSTER DENSITY ELOPMENT
1
(MAXIMUMjAc.
0.83 D.U. /Ac.
MINIMUM LOT SIZE
20.000 s.f.
ALL LOTS ARE LARGER
THAN 20.000 s.f.
OPEN SPACE
25%
25.9% X
MINIMUM FRONTAGE.
BO'
BO'
OR GREATER :.
AREA SUMMARY,
ORIGINAL TMP 56 -95
3,914,945
s.f.
89.875
AC.
100;0%
AREA IN LOTS
488.809
s.f.
11.222
Ac..'
12j5%
AREA IN R/W
97,192
s.f.
2.231
Ac.
2,5%
iE AREA IN.OPEN SPACE
119,265
s.f.
2.738
Ac.
3.0%
a* RESIDUE TNP 56 =95
3,209,679
s.f.
73.684,Ac.
B2.0%
TOTALS
3, 914,945'S.f.
1.
.89,876
k;
100.10%
THE FINAL OPEN SPACE AREA WILL BE GREATER THAN 25% OF THE TOTAL
PROJECT AREA UPON.COMPLETION OF FINAL PLATTING FOR:FUTURE PHASES.
** RESERVES ROADRDESIGN. THISSREVISIONCMAY CHANGE.-THE
AREAS OF THE OPEN SPACE, R /W'AND RESIDUE BUT NOT-TO THE EXTENT
THAT THE OPEN SPACE WILL FALL BELOW THE MINIMUM REQUIRED 25 %.
TYPICAL WATER & SANITARY_
SEWER EASEMENTS
l ( N.T.S.)
MH,'FIRE HYDRANT BLOW -OFF OR
-1 OTHER WATERLINE OR SANITARY
- ..�w -.. -SEWER APPURTENANCE
- - - 1.-10'
10' 20'
* THE DEVELOPER RESERVES THE RIGHT TO VACATE OR'
REVISE ANY EASEMENT HEREON PROVIDED THE PROPER
AUTHORITY AGREES.
1I 20' WATER AND SANITARY SEWER EASEMENTS ARE TO BE
CENTERED ON THE ASBUILT LOCATIONS OF THE LINES,
LEGEND
SUBDIVISION PLAT
PHASE 1
LOTS' 1 - 8. AND 68 -'75
FOOTHILL. CROSSING
LOCATED. NEAR CROZET
. OFF STATE ROUTE 240
WHITEHALL MAGISTERIAL DISTRICT
SITE DATA ALBEMARLE COUNTY, VIRGINIA
_,._.. ._ OWNER:
LEGAL DESCRIPTION:
SHEET INDIX SOURCE OF TITLE:
MAGISTERIAL DISTRICT:
SHEET. 1 / 4 - COVER SHEET DRAINAGE DISTRICT:
FOOTHILLS CROSSING, INC.
C/O RED LIGHT MANAGEMENT
P.O. BOX 1467
CHARLOTTESVILLE. VIRGINIA.22902
TAX MAP 56, PARCEL 95
O.B. 2347 p 078
WHITE HALL
SOUTH FORK RIVANNA
RESERVOIR WATERSHED
SHEET 2 / 4 - OVERVIEW SHEET ZONING DISTRICT: R -1
OFFSITE STORM;..: MAXIMUM STRUCTURE REVISED
QRAW'.EASEMENT___.. _HEXQH7:,__, __NOT_ TO EXCEED 35' _ ___0CTOBER39,.2005
SETBACK REQUIREMENTS: FRONT - 25' NOVEMBER 10; 2008
SHEET 3 /4 - SUBbmsION PLAT REAR - 15 ' SEPTEMBER 22,2008
SHEET 4 / 4 -- ,EASEMENT. PLAT THIS PROPERTY DOES NOT LIE IN AN
AGRICULTURAL AND /OR FORESTAL DISTRICT. SCALE: NA
:.`:0., NMOARISITMPROJ ICONAGRAIFOOTHYLLS PLANSIFOOTHILL -SUB PHASE 1.Pr9 FILE 6234
SHEET
1/4
PROPOSED STORM LINE &
941
DRAINAGE EASEMENT
PROPOSED SANITARY SEWER
8 56.3
� •1' t
n�. i1 56 69
s t 40-48
I
AND 20' EASEMENT
-��
EXISTING STREAM
.---- -
100' STREAM BUFFER
S.B.L. TYPICAL
SETBACK LINE
s
IRON TO BE SET UNLESS
OTHERWISE NOTED
pl.� mm.
O PEN SPACE
SUBDIVISION PLAT
PHASE 1
LOTS' 1 - 8. AND 68 -'75
FOOTHILL. CROSSING
LOCATED. NEAR CROZET
. OFF STATE ROUTE 240
WHITEHALL MAGISTERIAL DISTRICT
SITE DATA ALBEMARLE COUNTY, VIRGINIA
_,._.. ._ OWNER:
LEGAL DESCRIPTION:
SHEET INDIX SOURCE OF TITLE:
MAGISTERIAL DISTRICT:
SHEET. 1 / 4 - COVER SHEET DRAINAGE DISTRICT:
FOOTHILLS CROSSING, INC.
C/O RED LIGHT MANAGEMENT
P.O. BOX 1467
CHARLOTTESVILLE. VIRGINIA.22902
TAX MAP 56, PARCEL 95
O.B. 2347 p 078
WHITE HALL
SOUTH FORK RIVANNA
RESERVOIR WATERSHED
SHEET 2 / 4 - OVERVIEW SHEET ZONING DISTRICT: R -1
OFFSITE STORM;..: MAXIMUM STRUCTURE REVISED
QRAW'.EASEMENT___.. _HEXQH7:,__, __NOT_ TO EXCEED 35' _ ___0CTOBER39,.2005
SETBACK REQUIREMENTS: FRONT - 25' NOVEMBER 10; 2008
SHEET 3 /4 - SUBbmsION PLAT REAR - 15 ' SEPTEMBER 22,2008
SHEET 4 / 4 -- ,EASEMENT. PLAT THIS PROPERTY DOES NOT LIE IN AN
AGRICULTURAL AND /OR FORESTAL DISTRICT. SCALE: NA
:.`:0., NMOARISITMPROJ ICONAGRAIFOOTHYLLS PLANSIFOOTHILL -SUB PHASE 1.Pr9 FILE 6234
SHEET
1/4
039 040
941
8 56.3
� •1' t
n�. i1 56 69
s t 40-48
I
�.I 5 7
E•
^ i ,..1,., -•,:. _
"• - �•:l.+j 68G
6461
66 66 AH
�f,. 1" .-�}y� ���� \` �. fir• -� 68F " ^.i
P'�$Q . +,.i,.
7x h I :,
T fv,, iVDLAGE. �(� 57 v.` \ t, 92' 1
�- 1B 1111 _ V !j 7516 �� � \� �•�'tn, � ; f
FOOTHILLCROSSIN4...1
��1 •'t�.
\ ^.x., �.L � 1 i 7MP 66 -95 � i / L�-t ^_:::
o
Y 40 3>r� k '•� v � �
\ v
,V.0
1
as`i"R kui \. �.-• _ 36 I w: _•r,,,��- 968 ��f '99A
,400F
'2. _._ • ^15• t9 36H�3 SC �' 97 .. 1 ..�Fpt9¢:
.. : a •
: i:,> n0 ° - 104 3 a �
110
,
i
1116 112 ro
26 7 a o
t'�
•.e. 8D 16 ry�o
m 57.4,
26C 26D CA ! 1146 •pgt
�
�(�
56.170 17�ti �i < 27 26A 5 i'+"1 Al 4
11484 m
1 11465
56.113 •a'•7 914 1
19 19C 56 24
7981 OE m �" 27 \: l
71-42 198 N (�
-isfi2 -20 56-25c • -
-
971 072
Albemarle County 656 Map.
D73
i
lktt•iAhn:MbbFaMHaNm.+o+'/
. s.rw.roewvbom.ama-dme, +emi. VICINITY MAP
i
SUBDIVISION PLAT
PHASE 1
LOTS' 1 - 8. AND 68 -'75
FOOTHILL. CROSSING
LOCATED. NEAR CROZET
. OFF STATE ROUTE 240
WHITEHALL MAGISTERIAL DISTRICT
SITE DATA ALBEMARLE COUNTY, VIRGINIA
_,._.. ._ OWNER:
LEGAL DESCRIPTION:
SHEET INDIX SOURCE OF TITLE:
MAGISTERIAL DISTRICT:
SHEET. 1 / 4 - COVER SHEET DRAINAGE DISTRICT:
FOOTHILLS CROSSING, INC.
C/O RED LIGHT MANAGEMENT
P.O. BOX 1467
CHARLOTTESVILLE. VIRGINIA.22902
TAX MAP 56, PARCEL 95
O.B. 2347 p 078
WHITE HALL
SOUTH FORK RIVANNA
RESERVOIR WATERSHED
SHEET 2 / 4 - OVERVIEW SHEET ZONING DISTRICT: R -1
OFFSITE STORM;..: MAXIMUM STRUCTURE REVISED
QRAW'.EASEMENT___.. _HEXQH7:,__, __NOT_ TO EXCEED 35' _ ___0CTOBER39,.2005
SETBACK REQUIREMENTS: FRONT - 25' NOVEMBER 10; 2008
SHEET 3 /4 - SUBbmsION PLAT REAR - 15 ' SEPTEMBER 22,2008
SHEET 4 / 4 -- ,EASEMENT. PLAT THIS PROPERTY DOES NOT LIE IN AN
AGRICULTURAL AND /OR FORESTAL DISTRICT. SCALE: NA
:.`:0., NMOARISITMPROJ ICONAGRAIFOOTHYLLS PLANSIFOOTHILL -SUB PHASE 1.Pr9 FILE 6234
SHEET
1/4
r
, I
r ` TMP 56 -51 i
TMP 56 -52
TMP 56 -46
IX
TMP 56H -A /
TMP 56-578
r AV
CR
ITMP 56 -57
16.51' FUTURE ROAD
:EXTENSION
N51 06'!0 F 604.62,.
SHORT LINE DATA
LINE
BEARING
JOISEANCE
Al
NB5'54'26'H
42.29'
A2
S65'54'26'E
1'1.65'
A3
N1! 32'58 'H
108.87'
A4
N82'08'08'H
40.11'
A5
N21-32-3811
112.66'
A6
N56'58'68'N
44,77'
A7
N39'08'48'H
'125,55'
AB
N20'13'52'E
22.36'
AS
S12'16'02'H
15.99'
AID
NO2'50'18'H
63.78'
A11
N43'07'08'H
77.34'
AM,
N63'57.'58'H'
57.39'
A13
S12'17'5B'E
49.03"
A14
N00'50'58'W
26.75'
A15
N47'0!'58'
59.04'
A16
-S55 °97'02'
24.31'
A17
S22 41'58'E
. 19.86'
A18
. N78'54'5B'N
: 43.81'
19
A19
S4838
54.22'
A20-
NBf'38'58'
97.63'
A21
'.Ni5'04'5B'
52.45'
A22
S80'12'56'
- .•46:90'
A23.
N8555.'58%1
107.24'
A24
S7857'47'W
111.75'
A25
S72'51'58 E
. 92.44'
A26
N71.21'58 H
" 11:15'
A27
S71 *21'58.'E
55.74'
A28
S64'45'00 H.
37:62.'.
A29
N61 '07'45 H
107.42'
A30
S16'0i.'49 E
:28:89'.
A31
S20'41'02 E
102:48'
T j
i \ \ MP 56A3-8
s e�
TMP:56A2 -01 -61 t
ROUTE O. B..2012 A• L A3 e
352 \ . `\ (/ 56-iO /' "/ aefao�, 9�
yI _S2 •Sg �'' \ `` \'
V r 87 TMP \ TMP
�\ `�\ 56A3 -12 56A3 -13 j
n'1 \ 5,9> STORM AEF RA DETENTION
w° \ VEHICULAR ACCESS 6 \
DRAINAGE EASEMENT
DRAINAGE EASEMENT
SHORT LINE DIMENSIONS
N
TICK .,
' TMP 5653
RESIDUE
TMP 56-95
/ TMP 56 -978 s,
/
TMP 56 -97C
/ q
> 4,
TMP 56 -959
/ PHASE 1
FOOTHILL CROSSING
OVERVIEW SHEET 1
AND
PERMANENT STORM 1
,
DRAINAGE EASEMENT 1
SCALE 1' = 200
ROUDABUSK GALE & ASSOCIATES, INC. Zoo too o zoo 400
ENOINEERS, SURVEYORS AND LAND PLANNERS '
® A PROPE116/ONAL CORPORATION e
BER.VINO V/RRINIA SINCE 1056 a 1 SCALE IN FEET
eunuei �. PY&U .. RAfiJLit�'tFMROUO�H.COM
Ov�NMOARIS1iMF
LINE
BEARING
IVISTANCE
SS
N5221'041
31.58'
S2
S37'38'56'H
103.23'
S3
N64'43'448E
39.40'
S4
S79 '56'01'E
158.94'
55
S50'12.'44'H
89,69'
S6
N39'47'16'H
20.00'
S71
N50- 12.44-E
81.39'
SB
S22115,23'E
138.01'
S91
SOB '41'60'H
169.45'
v/ .
TMP 56 -94
,
HESTERN RIDGE \ \
a RESIDUE.
qM. / TMP 56E 0.1-A
347.93' emu' 225.62'
N36 '30,18 N3B 3i 56'E.' N36 '15'40 -E
280.56' 7a %m"am�pFY
co y-
xv, � r k
`-
1 -�
. d�
A jog
UAE ROAD EXTENSION L,'
'-- - - - - - - -= - ,
grip
Lt1 K yc " ®B 7 I - PARK RIDGE RTV I -
L•tIA�
�y� Ai j TMP 56E -01 B
460 0 rLtiO�� GL ui m HESTERN RIDGE '
40 • � 94 %e" � � ' a' OPEN SPACE.. I /
a�P w t p" m
TMP 56 -95A
ra �°r`�"u�rr,,;.;1,> / `.�m REVISED !4
o� quo „"
�� m OCTOBER 31, 2008
-as - - -- I- / - - -N VEMBERiQ2008 -_7_.
\- - - --
i0 4
A+ boy \ -\ ' SEPTEMBER 22,.2008 SHEET
`
SCALEc 1.
='200'
214
FILE:
DJICONAGRAIFOOTHILLS PLANSIFOOTHILL -SUB PHASE 1.P o '.
0') COURT (6
PARK RIDGE - -- '� ��` ` \, bs ,,� �:. , "•OPEN'SPACE
-- __ i \ / / ,� A650ClATION,. 7AC.'�.
NE6iEAN AIOGE� � I y i A�• � � , � , '
II- . - - -�i I -- I $UBOIVI670N FLAiOCD 1 1 1 ^ YS I AESF FM /Fk^SfQN A 106E �q ` 66E -0172 D.O. ➢.2 /6 0
\ 0 0.0. 3526 OD• 1 I I 1 I 91,�t7Y757B1 FLAT RECI�ROFD ' ` \, ./ "'7I`i �4`4 \ , '�' ` ` • r , . I /
1 ° 1 �' P O.B. 35262 ➢➢. 290.293 •%yy / I NESiEAW AIOGE PHASE 7
f 1 56E -06 -5 "•PDPL'AA I -01 /SUBDIVISION PLAT AEC070ED
I 1
/� 1538
S52'34'40'E !79.82\'
\ 1 I I I
!0 ..
I 1 43.44' 85.17
182:92' 29.4J' � --
/ 554'54'56'E I 142.04
134.0!' '
FAO. 132.77'
PI 132.21'
N 25008.25 .° oa` ¢ oaGP�S�c\
E 16691.32 us
tom- G`�E
NyQ
I-ow w
v z .v , v y C8B =S51.00 4.0 5
e'R 9! '!E
..N N -01Q�p b b m o N 0o
w o o0
3A °A065B B .; 3 N g0 3 N m 1^ 3
C�7A
B =4
8.4568.01 R A73.209 92'45'
'27 -5f E 56' .186.26'
62.2 3' A A530.0504'
23, 3794
4z 4'E CBS33'12'16'N ° pm n
WAY (51) CD =74.21
132.75' !34.00' 89 WOODPECKER
• 6 y 6 > ' 49 0 4 '. F! ,ry-IQs9- sl ' 0°o m�y � ,
� o-
b \
. s
¢ 0• .
9 P.F S� i 1
� N .
2.35� 66`
9E t l-6m 1 .-b
` 0�e �
9
30' 140.61' 496.59' NwV-4'w 378.61 f 17735.28
WHITE 6
OAK
KER WAY (b0) 8 45 00 ; WOODPEC
OAO FUruAE'R 494.53' R145.OU;
SION O A 67:92 EXTEN N55- 47'44`N 134.75' 9: ' An45.00 W 69 b
066 CS 67 '
0 a 134.55 CD. 166 p
CB =NO9' Vy!30.43' .02 • A
_
-
'
_..
c Omm...
096•.
Job �
N
. TMP 56-94` Q N O^ H Q x r o O N w r.
WILSON JONES COMPANY N "' z f^•- b m i0 a -JO
° Ip'
0:8. 1278 D. 596 I- o.., _ -b, O °e - .� o° m° ;• •/.. ..�.,. faS:•P /
ai 0°o ti mo 156.39'
a J moN oo N tu. 181.05 S47',249,01
S55'47'44'E A4' ..
"' -- __. spy • i ,
N 24600.92
E 16306.37\ z !34.55 548.62' - • • -� B1�.:BO" Jkf' -
.._ N55'47'44. 'H.._ 60.00':- _ .
S
.1x1 -13.y, �- : •
IM 96'35'N \ TNF 56 -95A
NP2733 11. ISO
v
\ / V N 23831.01
CONC. I ' to I y° RESIPVE ti0�" E (7250.96
HON TMP 56-95 \ s...� I w
73.684 Ac. 28
SD7EAN - I .
WHITE
RESIDUE OAK s
TMP 56-95
73.664 Ac.
° '°
m
PARCEL'P'NOTE:
w PARCEL'P'AS SHOWN ON A PLAT RECORDED AT
b D.B. 746 D• 309 IS NOT RECOGNIZED. BY THE . .. ... _... _ ` c�"
COUNTY AS A- SEPARATE TAX MAP - PARCEL ANO hry m`�,I,
IS HEREBY COHBINEO WITH AND HAVE A PART
OF EACH ADJACENT PORTION OF LOT, R. 0. N.,
RESIDUE OR OPEN SPACE AS SHOWN HEREON.
PHASE I
tf
FOOTHILL CROSSING
�(7l�
OBER 36- V12008.
SCALE 1" = 80' .
SUBDIVISION PLAT NOVEMBER 10, 2008 .
ROUDABUSK GALE & ASSOCIATES, INC. 80 40 0 B0' I60 SEPTEMBER 22, 2008 SHEET
ENGINEERS, SURVEYORS AND LAND PLANNERS SCALE' I"= 801
A ARO FE83/O '-IA CO R PO RAT /ON SCALE IN FEET
9ERV /NO B/NCE 1968 3 /4
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STORM EASEMENT DIMENSIONS
�Lf
S09'27'59'M
114.12'
L25
S36 43'25.9
62.62'
L49
94B '12'53'E
97.61'
1,2
N81'32'011i
7.75'
LES
X55'47'44'9
5.55'
L50
541 47'07'M
70.00'
L3
941'09.57'9
44.31'
L27
X8273___
.66.58'
151
/748'12'53'9
91.41'
L4
SMV3.26•M
124.79'
L28
N18'37'02'E
J14.90'
L52
973134'12'E
70.24'
L5
h93'56'34'M
20.00'
L29
X55.47'44'9
216.4i'
L63
SIS- 05.48 -N
20.00'
L6
X36'03.'26.6
125.68'
L SO
634'12'22'N
155.07'
L54
H7354 .12'M
17.76'
L7
X41'09.PE
35.16'
L31
X55 47'44•M
20.00'
L95
53643'25'9
10.90'
L8
HOB'27'59'E
125.59'
L32
165'4T44'N
10.00'
L66
53643'25'9
22.57
L9
X5647'44'9
3.84'
L33
f8I'f2'22'E
-155.07'
L67
S36UV26T
120.42'
L10
S11'4744'E
4.32'
L94
165 47.44•M
256.26'
L9B
53643'25'9
22.3!'
L11
578'12'16'M
20.00'
L35
104'12'16'6
20.00'
L59
53643'25947.97'
Lf2
N1147!44•M
24.32'
L36
55547'44'6
517.87'-
L60-5364326'N
68.28'
L13
5564 7.44•E
28.28'
L 37
518'3702'X
71.54'
L6f
S3649.25'M
22.57'
L14
b56'I7'4!'E
33.03'
L38
S36-43-25
2153'
162
536 1329M
17.33'
115
h5647'44'N
127.85'
L39
S86 43'25'X
21.37'
163
AW 52.53-M
- -6:77'
016
X78'12'16'6
28.32'
LIO
536'13'25'X
100.97'
L64.
N09'07'07'E
20.00'
L17
X15.17'20•E
26.5!'
LIf
536'43'25'9
2568'
L65
580'52'536
74.23'
L]B
574'42.40•E
30.00'
L12
S36 43'25'N
70.27'
166
N48'12'53'N
60.76'
L19
S1S'17'20'9
58.00'
L43
S36'13'25•N
62.96
L67
N41'47'07'E
70.00'
L20
X56 47.44'N
7.65'
L44
536 43'25'M
21.37
L66
S40.12.53•E
74.56'
L21
X56.47'44'9
51.31'
L45
636'43'25'9
16.53
L.
N2540.17'X
19.23'
L22
956'47'44'9
134.95'
L46
53238'58.6
17.76'
L70
X64.19'43.6
20.00'
L23
A5647'OYN
92.23'
L47
557'21029
20.00'
L71
525 40'17'6
8.77'
Ltd
N10'02'09'N
65.56'
L4B
832.38'S8'M
10.24'
L72
543'02'03'6
155.71'
SCALE S" = 80'
8D 40 0 BO 160
SCALE IN FEET
PHASE 1
FOOTHILL CROSSING REVISED
_._.00TOBER-31,- 2008.. ti
EASEMENT PLAT NOVEMBER 10; 2008
SEPTEMBER 22, 2008 SHEET
SCALE: I"= 80'
4/4
0: \ NMORRIS \TMPROJ \CONAGRA\FOOTHILLS PLANS\FOOTHILL -SUB PHASE l.Pro FILE: 6234