HomeMy WebLinkAboutSUB201400028 Plat Signature Copy 2015-03-12OWNERS APPROVAL A P OV D OR ECORDATION
THE PLATTING OR DEDICATION OF THE FOLLOWING
DESCRIBED LAND,SUBDIVISION PLAT PHASE III FOOTHILL
CROSSING LOTS 9 -16 AND 54 -68 IS WITH THE FREE CONSENT
AND IN ACCO DANCE WITH THE DESIRE OF THE UNDERSIGNED Ag Board Of Supervisors ate
OWNERS. PR IETORS A D T STEES IF ANY.
FOOTHILLS OSSING, INC.
NOTARY PUBLIC
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS_ DAY OF 20 1rJ
- a�x]tj � Reg.# IDt+571 �7le
My Commission Expires SI$I Cpl couwen"taWof
MyCo®riuioaE:p6a ft-mmets]
NOTES: - TYPICAL WATER
+ &SANITARY
1. THE DEVELOPER RESERVES A 25' UTILITY AND/OR DRAINAGE EASEMENT SEWER EASEMENTS
ALONG ALL FRONT LOT LINES, 20' ALONG ALL REAR LOT LINES AND
10' ALONG ALL SIDE LOT LINES. N. T. S.
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 1 MH, FIRE HYDRANT, BLOW -OFF OR OTHER WATERLINE OR SANITARY
EASEMENTS WILL BE CENTERED ON THE FACILITIES WHEN CONSTRUCTED - •N -.. -p SEWER APPURTENANCE
APPROXIMATE SANITARY SEWER EASEMENT LOCATIONS ARE SHOWN HEREON.
3. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL - '
BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. SHOULD ANY STORM 10
10' 20
LINE OR DRAINAGE STRUCTURE BE BUILT SIGNIFICANTLY DIFFERENT '
FROM THE PROPOSED ALIGNMENT SHOWN HEREON, THE NEW EASEMENT
ALIGNMENT SHALL BE RE- PLATTED. * THE DEVELOPER RESERVES THE RIGHT TO VACATE OR
REVISE ANY EASEMENT HEREON PROVIDED THE PROPER
4. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE. AUTHORITY AGREES.
5._ THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR * 20' WATER AND SANITARY SEWER EASEMENTS ARE TO BE
VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY CENTERED ON THE ASBUILT LOCATIONS OF THE LINES.
AGGREES; REGARDLESS OF THE SALE OF ANY LOT.
6. COMMON OPEN SPACE SHALL BE OWNED, CONTROLLED, AND MAINTAINED
BY THE FOOTHILL CROSSING COMMUNITY ASSOCIATION. GRID
7. OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY TICK
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. SITE DATA
TA
B. NO FURTHER DIVISION WITHOUT PLANNING COMMISSION APPROVAL.
9. ONLY ONE DWELLING UNIT PER LO OWNER: FOOTHILLS CROSSING, INC.
T 321 EAST MAIN ST SUITE 201
10. ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER. CHARLOTTESVILLE, VA 22902
11. SUBJECT PROPERTY APPEARS TO LIE IN FLOOD INSURANCE RATE MAP ZONE LEGAL DESCRIPTION: TAX MAP 56K, PARCEL AS
X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) SOURCE OF TITLE: D.B. 2347 p. 078
AS SHOWN ON COMMUNITY PANEL NUMBERS 510006 0229 D. 510006 0235 D AND D.B. 3794 pp. 4 -14 (PLAT)
510006 0245 D. EFFECTIVE DATE: FEBRUARY 4, 2005.
12. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE MAGISTERIAL DISTRICT: WHITE HALL
WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. DRAINAGE DISTRICT: SOUTH FORK RIVANNA
13. PARK RIDGE DRIVE MAY EVENTUALLY BE EXTENDED AND BECOME A THROUGH RESERVOIR WATERSHED
STREET. ZONING DISTRICT: R -1
14. EACH LOT SHOWN HEREON CONTAINS A MINIMUM BUILDING SITE AREA OF 5,625 s.f. MAXIMUM STRUCTURE
AS WAS DETERMINED TO BE THE REQUIRED MINIMUM AREA DURING THE PRELIMINARY HEIGHT: NOT TO EXCEED 35'
SUBDIVISION PLAT APPROVAL PROCESS PER CHAPTER 18, SECTIONS 4.2.1 AND
4.2.2(b)1 OF THE ALBEMARLE COUNTY CODE. SETBACK REQUIREMENTS: 25' - FRONT & CORNER SIDE STREET
15. THE EXTERIOR BOUNDARY IS BASED ON AN ACTUAL FIELD RUN SURVEY 15
PERFORMED BY THIS OFFICE IN JUNE OF 2006. 20' - REAR
16. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. THIS PROPERTY DOES NOT LIE IN AN AGRICULTURAL / FORESTAL DISTRICT.
17. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST.
18. ---* -r INDICATES IRON TO BE SET UNLESS OTHERWISE NOTED.
NO IRONS ARE TO BE SET AT THE EASEMENT CORNERS.
19: ALL ROADS ARE TO BE DEDICATED TO PUBLIC USE:
20. 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 NOT INTENDED TO IMPOSE, THEM AS SUCH. SUBDIVISION PLAT
PHASE III
FOOTHILL CROSSING
LOTS 9 16�ApNpD/�+64 68
PLAT PREPARED BY: BRIAN JAMISON LOCATED NEAR CROZET
xounaBUSx,c�&ASSOC�TES,INC. WHITE HALL MAGISTERIAL DISTRICT
ENQ/NEERS, 3URVEYORSAND LANG P(..gNNERS.
®' A PROFESSIONAL CORPORATION B ALBEMARLE COUNTY, VIRGINIA
SERVING VIRGINIA SINCE 1856
814 MONIICELLO ROAD - CHARL071E9VILLE, VIRCllNIA 22802 s P
PHONE 494877. 0206 -FAX 494 2866220 - EMAIL INFO@ROU0A8U8H.COM _
RT. 810
CROZET
AVENUE
240 THREE NOTCH'D RD.
PARK - -�
CROZET CSX FOOTHILLS RIDGE RD.
,PHASE 111 nQ
CROZET CLAUDIUS
AVENUE CROZET'
PARK
f
BROWNSVILLE
ROAD
AREA AND BULK REGULATIONS
THIS IS AN R -1 CLUSTERED DEVELOPMENT UTILIZING
BONUS FACTORS. AREA AND BULK REQUIREMENTS ARE
AS SHOWN BELOW.
GROSS DENSITY R -1
CLUSTER' DEVELOPMENT
1.11 D.U. /Ac.
(MAXIMUM)
MINIMUM LOT SIZE
20,000 s.f.
MINIMUM OPEN SPACE
25%
MINIMUM FRONTAGE
80'
DENSITY CALCULATIONS
PHASE 1 - - - - -- 16 UNITS / 16.191 Ac. = 0.99 D.U. /Ac.
PHASE 2 - - - - -- 24 UNITS / 24.898 Ac. = 0.96 D.U. /Ac.
PHASE 3 - - = - -- 13 UNITS / 7.035 Ac. = 1.85 D.U. /Ac.
-PHASE I
CSX
III
LICKINGHOLE
I) BASIN TO IVV
VICINITY MAP
1 " = 2000'
AREA SUMMARY - PHASES 1- 3
PHASE
1 LOTS
488,809
a. f.
11.222
Ac.
69.3%
PHASE
i R/W
97,192
a. f:
2.231
Ac.
13.8%
PHASE
1 OPEN SPACE
119,265
a.f.
2.738
Ac.
16.9%
PHASE
1 TOTAL AREA
705,266
a. f'.
16,191
Ac.
100.0%
41.751
Ac.
PHASE
2 LOTS
504,908
s.f.
11.591
Ac.
46.6%
PHASE
2 R/W
86,409
s.f.
1.984
Ac.
8.0%
PHASE
2 OPEN SPACE
493,250
a.f.
11.323
Ac.
45.4%
PHASE
2 TOTAL AREA
1,084,567
S.f.
24.898
Ac.
100.0%
PHASE
3 LOTS
265,704
s.f.
6.100
Ac.
86.7%
PHASE
3 R/W
40,735
s.f.
0.935
Ac.
13.3%
PHASE
3 TOTAL AREA
306,439
s.f.
7.035
Ac.
100.0%
AREA SUMMARY - RESIDUE TMP 56K-Al
ORIG.
TMP 56K -A1
3,914,945
s.f.
89.875
Ac.
PHASE 1
TOTAL AREA
- 705,266
s.f.
- 16.191
Ac.
PHASE 2
TOTAL AREA
- 1,084,567
s.f.
- 24.898
Ac.
PHASE 3
TOTAL AREA
- 306,439
s.f.
- 7.035
Ac.
NEW
TMP 56K -A1
1,818,673
s.f.
41.751
Ac.
11
TOTAL - - - - -- 53 UNITS / 48.124 Ac. = 1.10 D,U /Ac. PERCENT OF OPEN SPACE TO DATE
TO DATE
PHASE 1 2.738 Ac. OPEN SPACE 16.191 Ac. TOTAL AREA
PHASE 2 + 11.323 Ac. OPEN SPACE + 24.898 Ac. TOTAL AREA
I o PHASE 3 + 0.000 Ac. OPEN SPACE + 7.035 Ac. TOTAL AREA
O� ;
TOTALS 14.061 Ac. 48.124 Ac.
�C 14.061 / 48.124 = 29.2% OPEN SPACE PROVIDED TO DATE
O
® WII,L DBETTER �� * UPON COMPLETION OF FINAL PLATTING OF ALL PHASES. THE TOTAL
® m OPEN SPACE AREA SHALL BE EQUAL TO OR GREATER THAN 25% OF
® Lic. ho. 1507•B THE ENTIRE PROJECT AREA.
' /13 - SHEET INDEX
REVISED:
SHEET 1/3 ---- COVER SHEET APRIL 03, 2014 (PER COUNTY COMMENTS)
SHEET 2 / 3 -- -- SUBDIVISION PLAT FEBRUARY 03,2014 SHEET
SHEET 3 / 3 --_ EASEMENT PLAT SCALE: In= 50'
1 \3
FILE: 6234
Q: \ NMORRIS ITMPROJICONAGRAIFOOTHILLS PLANSIPHASE 2 PLAT \PHASE 3 PLAT.pro
c6+
� TMP 56 -94
m WILSON JONES COMPANY
JIM BEAM BRANDS CO.
D.B. 1278 p. 595
's
v
N 24817.30
E 15474.42
S52 °03'16 "E 1364.32 (total)
I
,
-- - - - - --
N52 003'16 "W
Lt 83.00'
83.00' -
w
83.00
L2
- 579.34'
- E 15322.00
L3
v
13.90'
jTO
A FND. PIPE
C)
LOT 14
a
L
a
0
20708 s.f.
CD
cr/
z
W
'
I
O- O�
0.475 Ac.
v
Q2 "15'20 "pV
' W
N 24183.61
°
fao
57.00
N 24409.00
LO
v
E 15999.05
FUTURE PHASE 4
IF � � I
o
IF
83.00 '
37.98 ' 48 ^
LOT 66
w
Qua
TMP 56K -02 TMP 56K -02
!U LOT 69 LOT 70
LOT 16
I
LOT 15
'
RESIDUE TMP 56K -A2
1818673 s.f.
3
20708 s.f.
NJ
20708 s.f,
41.751 Ac.
Q
0.475 Ac,
0
0.475 Ac.
rn
FOOTHILLS CROSSING INC
l� Q
cQ� _
FUTURE PHASE 4
'
D.B.3794 pp.004- 014'(PLAT)
Ln
TMP 56K -02
TMP 56K -02
4, r
Z, n4
0.8.3777 pp.397 -400
J N 24
a
E 1E
I
0.8.2012 pp.361 -367 (PLAT)
m
j
,
'
/n
SCALE 1" = 50'
oI
I
,
-- - - - - --
BEARING
Lt 83.00'
2
w
N 24620.54
L2
v
- E 15322.00
L3
v
13.90'
21.68'
v
C)
LOT 14
a
L
a
0
20708 s.f.
CD
cr/
z
W
_ -- _
_ -_
O- O�
0.475 Ac.
v
Q2 "15'20 "pV
N 24183.61
°
fao
57.00
N 24409.00
v
E 15999.05
Z
IF � � I
o
IF
83.00 '
37.98 ' 48 ^
LOT 66
w
OAK
I
TMP 56K -02 TMP 56K -02
!U LOT 69 LOT 70
0.459 Ac.
I
LO
0
Lu
NJ
00.84' Lp
IF
rn
l� Q
cQ� _
FUTURE PHASE 4
j
i
a
TMP 56K -02
TMP 56K -02
4, r
Z, n4
LOT 8
J N 24
a
E 1E
I
,
I
,
'
SCALE 1" = 50'
oI
50- 25 0 50 - 100
SCALE IN FEET
ROUDABUSIL GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
-
® A PROFESSIONAL CORPORATION
SERVING VIRGINIA N L CORPORATION TIO
ROAD- �VIfl01NIA22B02 $
44MONTICELLO
PFIONE 439-077. 0206- PAX4844�b66P20 -EMNL INFO®NOUDA&13H.COM
21'
LOT 64
20012 s. f.
0.459 Ac.
132.83'
.88
,93
I
I
9I
61'
FE "Of
LOT 65
20001 s.f.
0.459 Ac.
118.00 '
LINE TABLE
LINEI
BEARING
INSTANCE
2
S52'03'16 "E
15.84'
L2
N45'53'24 "W
17.29'
L3
N47 '44'40 "Ej
13.90'
21.68'
v
19.06'
LOT 14
a
LOT 13
a
0
20708 s.f.
CD
20708 s.f.
W
D.B. 4319- 403(plat)
i 0.475 Ac.
0
0.475 Ac.
v
118.03'
N 24183.61
fao
N 24409.00
v
E 15999.05
Z
9I
61'
FE "Of
LOT 65
20001 s.f.
0.459 Ac.
118.00 '
LINE TABLE
LINEI
BEARING
INSTANCE
L1
S52'03'16 "E
15.84'
L2
N45'53'24 "W
17.29'
L3
N47 '44'40 "Ej
13.90'
CURVE TABLE
ILINEI
RADIUS
I ARC
ICHORD BEARING
CHORD
C11
12-64-1
16.59'
N84 23'28 "E
15.43'
C2
12.50'
21.68'
I N01'56'41 "NJ
19.06'
LOT 12
a
LOT 11
a
LOT 10
20708 s.f.
�D
20708 s.f.
�0
20708 s.f
0.475 Ac.
0
0.475 Ac:
PARK RIDGE DRIVE +7- 762' TO
0
0.475 Ac.
83.00' 1 83.00'
N52003'16 "W 803.13' (total)
GRID
TICK
S52 *03' 16 "E 721.19' (total)
118.00'
Q)
w
v
v
2
LOT 66
20001 s.f.
0.459 Ac.
N52'03' 16 "W 587.67' (total)
v in
y y
FUTURE PHASE 4 a a
j
I
SUBDIVISION PLAT
PHASE III
FOOTHILL CROSSING
LOTS 9 - 16 AND 64 - 68
83.00' ! 83.00'
PARK RIDGE DRIVE
61' PUBLIC RIW
LOT 67
20001 S. f.
0.459 Ac.
LOT 9
20708 s.f
0 0.475 Ac
' E 15677. 78
RESIDUE TMP 56K-A1
1818673 s.f. '
FUTURE PHASE 5 41.751 Ac.
FOOTHILLS CROSSING INC
D. B. 3794 pp. 004 -014 (PLAT)
D. B. 3777 pp. 397 -400 '
0.8.2012 pp.361 -367 (PLAT)
�,P1,T'F10 � pI o
\k1LLIAM J. LEDBETTER '
Lic. No. 1507 -B
REVISED:
APRIL 03, 2014 (PER COUNTY COMMENTS)
FEBRUARY 03, 2014
SHEET.:
SCALE: 1' = 50'
2 \3_
FILE: 6234
O: \NMORRIS \TMPROJ \CONAGRA \FOOTHILLS PLANS \PHASE 2 PLAT \PHASE 3 PLAT.pro
I m Lu
NtiU
otia
51.33'
31.67' 63.00' 40.29'
IF IF IF
O1
PARK RIDGE DRIVE +7- 762' TO
0
61 ' R/W CARDINAL CREST CT:
�LuC
D.B. 4319- 403(plat)
22W
IF IF IF
112.83' 42.12'
118.03'
N 24183.61
fao
N 24409.00
v
E 15999.05
rn I
IF � � I
IF
83.00 '
37.98 ' 48 ^
LOT 66
w
OAK
I
TMP 56K -02 TMP 56K -02
!U LOT 69 LOT 70
0.459 Ac.
I
LO
0
NJ
00.84' Lp
IF
rn
a
TMP 56K -02
TMP 56K -02
LOT 8
LOT 7
a
I
oI
' E 15677. 78
RESIDUE TMP 56K-A1
1818673 s.f. '
FUTURE PHASE 5 41.751 Ac.
FOOTHILLS CROSSING INC
D. B. 3794 pp. 004 -014 (PLAT)
D. B. 3777 pp. 397 -400 '
0.8.2012 pp.361 -367 (PLAT)
�,P1,T'F10 � pI o
\k1LLIAM J. LEDBETTER '
Lic. No. 1507 -B
REVISED:
APRIL 03, 2014 (PER COUNTY COMMENTS)
FEBRUARY 03, 2014
SHEET.:
SCALE: 1' = 50'
2 \3_
FILE: 6234
O: \NMORRIS \TMPROJ \CONAGRA \FOOTHILLS PLANS \PHASE 2 PLAT \PHASE 3 PLAT.pro
N 24212.24
E 15845.63
51.33'
31.67' 63.00' 40.29'
IF IF IF
O1
PARK RIDGE DRIVE +7- 762' TO
0
61 ' R/W CARDINAL CREST CT:
D.B. 4319- 403(plat)
IF IF IF
112.83' 42.12'
118.03'
N 24183.61
E 15783.15
w '
v
rn I
a
a
LOT 66
w
20021 s.f. rn
TMP 56K -02 TMP 56K -02
!U LOT 69 LOT 70
0.459 Ac.
0
rt
or
00.84' Lp
IF
' E 15677. 78
RESIDUE TMP 56K-A1
1818673 s.f. '
FUTURE PHASE 5 41.751 Ac.
FOOTHILLS CROSSING INC
D. B. 3794 pp. 004 -014 (PLAT)
D. B. 3777 pp. 397 -400 '
0.8.2012 pp.361 -367 (PLAT)
�,P1,T'F10 � pI o
\k1LLIAM J. LEDBETTER '
Lic. No. 1507 -B
REVISED:
APRIL 03, 2014 (PER COUNTY COMMENTS)
FEBRUARY 03, 2014
SHEET.:
SCALE: 1' = 50'
2 \3_
FILE: 6234
O: \NMORRIS \TMPROJ \CONAGRA \FOOTHILLS PLANS \PHASE 2 PLAT \PHASE 3 PLAT.pro
i
p
SCALE 1" = 50
50 25 0 50 100
SCALE IN FEET
ROUDABUSK GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
6MA PR OFE8810NAL CORPORATION ®g
AS VINO VI ROI NIA SINCE 1968
814 MONTICELLA ROAD- OHANLOTTESVILLE, VIFNi1NIA P2B02 s e
PHONE 434-077.0206•FZ4344�P3�8220.04NL INFOL�ROUDZllH.00N
20' SANITARY ('- --
a
�tiLu
TMP 56-94
Y W n
WILSON JONES COMPANY
'
Q 41.751 Ac. I D. B. 4319-403(plat)
x FUTURE PHASE 5 -
a FOOTHILLS CROSSING INC
JIM BEAM BRANDS CO.
Q z
D.B. 1278 p. 596
O
D.B. 3777 pp.397 -400 '
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RESIDUE TMP 56K -A1
'
LOT 16 I
1818673 s.f.
I I
I LOT 14 I
I
I LOT 13
I
I LOT 12 I
41.751 Ac.
I
I LOT 10 I
I LOT 9
TMP 56K -02 TMP 56K -02
FOOTHILLS CROSSING INC
'
I
O.B.3794 pp.004 -014 (PLAT)
I
D.B.3777 pp.397 -400
LOT B LOT 7
O.B.2012 pp.361 -367 (PLAT)
p
SCALE 1" = 50
50 25 0 50 100
SCALE IN FEET
ROUDABUSK GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
6MA PR OFE8810NAL CORPORATION ®g
AS VINO VI ROI NIA SINCE 1968
814 MONTICELLA ROAD- OHANLOTTESVILLE, VIFNi1NIA P2B02 s e
PHONE 434-077.0206•FZ4344�P3�8220.04NL INFOL�ROUDZllH.00N
20' SANITARY ('- --
a
�tiLu
TMP 56-94
Y W n
WILSON JONES COMPANY
'
Q 41.751 Ac. I D. B. 4319-403(plat)
x FUTURE PHASE 5 -
a FOOTHILLS CROSSING INC
JIM BEAM BRANDS CO.
Q z
D.B. 1278 p. 596
aaa
D.B. 3777 pp.397 -400 '
j i
I
p
SCALE 1" = 50
50 25 0 50 100
SCALE IN FEET
ROUDABUSK GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
6MA PR OFE8810NAL CORPORATION ®g
AS VINO VI ROI NIA SINCE 1968
814 MONTICELLA ROAD- OHANLOTTESVILLE, VIFNi1NIA P2B02 s e
PHONE 434-077.0206•FZ4344�P3�8220.04NL INFOL�ROUDZllH.00N
20' SANITARY ('- --
a
s
SEWER EASEMENT RESIDUE TMP 56K -A1 I 20' SANITARY s
1818673 s.f. SEWER EASEMENT _
i
'
Q 41.751 Ac. I D. B. 4319-403(plat)
x FUTURE PHASE 5 -
a FOOTHILLS CROSSING INC
D.B.3794 pp.004 -014 (PLAT)
D.B. 3777 pp.397 -400 '
I
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k
I I
I I
>I
I
I
II
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LOT 16 I
I
I LOT 15
I I
I LOT 14 I
I
I LOT 13
I
I LOT 12 I
I
I LOT 11 I
I
I LOT 10 I
I LOT 9
TMP 56K -02 TMP 56K -02
I
I
LOT B LOT 7
I I
I I
I I
I I
i
I I
I
I I
I
I
I
VARIABLE WIDTH
VARIABLE
(
I
SANITARY SEWER EASEMENT
WIDTH SANITARY
—
- —
D. B. 4319 -403 (Plat)
SEWER EASEMENT
—
p
SCALE 1" = 50
50 25 0 50 100
SCALE IN FEET
ROUDABUSK GALE & ASSOCIATES, INC.
ENGINEERS, SURVEYORS AND LAND PLANNERS
6MA PR OFE8810NAL CORPORATION ®g
AS VINO VI ROI NIA SINCE 1968
814 MONTICELLA ROAD- OHANLOTTESVILLE, VIFNi1NIA P2B02 s e
PHONE 434-077.0206•FZ4344�P3�8220.04NL INFOL�ROUDZllH.00N
EASEMENT PLAT
�LLkM J. LED3ETTER
PHASE III lob, Lic.1 .1507 -s
REVISED: ��
re APRIL 03, 2014 (PER COUNTY COMMENTS)
FOOTHILL CROSSING Y I
LOT 9 1 6 AND 64-68 •� FEBRUARY 03 2014
s� ���, �,.�
SHEET
LOTS
SCALE: 1' = W
FILE: 6234 1 3 \3
0. \NMORRIS \TMPROJ\CONAGRA \FOOTHILLS PLANS \PHASE 2 PLAT \PHASE 3 PLAT.pro
20' SANITARY ('- --
a
s
SEWER EASEMENT RESIDUE TMP 56K -A1 I 20' SANITARY s
1818673 s.f. SEWER EASEMENT _
Q
FUTURE PHASE 4 =
4
'
Q 41.751 Ac. I D. B. 4319-403(plat)
x FUTURE PHASE 5 -
a FOOTHILLS CROSSING INC
D.B.3794 pp.004 -014 (PLAT)
D.B. 3777 pp.397 -400 '
D. B. 2012 pp. 361-367 (PLAT)
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k
EASEMENT PLAT
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PHASE III lob, Lic.1 .1507 -s
REVISED: ��
re APRIL 03, 2014 (PER COUNTY COMMENTS)
FOOTHILL CROSSING Y I
LOT 9 1 6 AND 64-68 •� FEBRUARY 03 2014
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SHEET
LOTS
SCALE: 1' = W
FILE: 6234 1 3 \3
0. \NMORRIS \TMPROJ\CONAGRA \FOOTHILLS PLANS \PHASE 2 PLAT \PHASE 3 PLAT.pro