HomeMy WebLinkAboutSUB201000156 Plat - Approved 2011-04-05DATE
Nov. 11, 2010
REVISIONS
March 10, 2011
March 15, 2011
March 16, 2011
March 23, 2011
3
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BRIV SMITH a
CE CATE No.
145T
QssIONAL ��yG
RIAN P. SMITH, PE
IVIL ENGINEERING, INC.
D[�RaD pfflffl
105 WEST HIGH STREET
CHARLOTTESVILLE, VA 22902
TEL: (434) 296-3644
FAX: (434) 296-2041
bpspe0embargmaII.com
JOB NUMBER
DWG. NAME
Prel. subd. plat rev.pro
SHEET
ci 10
5rA-
NEW PROPERTY LINE
Critical slopes
WILLOW LAKE VIEW PRELIMINARY SUBDIVISION PLAT
TMP 77E1-01-00-000B0, TMP 77E1-01-00-00000 & TMP 77E1-02-00-0OOAO
SCOTTSVILLE MAGISTERIAL DISTRICT
nLeenwu courm. wRGmw
Critical slopes
STATE ROUTE 1135
WILLOW LAKE DRIVE (50')
i
TYPICAL BUILDING SITE FOOTPRINT
Front property line
Setback lines
N
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Y N Y
m
C
ry
COL
0
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N
Rear property line
/ � Q
i
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Ex. curb inlet
TOP=464.18
INV IN=457.28 '
INV OUT=457.2 / Ex. curb inlet
L-Ex.� R� 17 TOP=464.26
i INV IN=456.63
DENOTES CRITICAL SLOPES
GQ
Pay
I INV OUT=456.2
Ex. 15" RCP
Ex. drop inlet
Top=432.86
- - - - - -� - -
NEW RETAINING WALL NEW RETAINING WALL
Inv=425.00 Ex. drop inlet
Inv out=425.04 Top=432.85
T.O.W.=448.0 T.O.W.=442.0
Inv-out=425.33
a
w.
-----
NEW RETAINING WALL
- - - -
BENCHMARK:
Iron and cap set
\ 9�,
Ex. storm MH
T.O.W.=442.0
STATE ROUTE 1135 Elevation=436.89
/ II
/
NEW RETAINING WALL \\�
T.O.W.=4560
46-66
o FInvv in 442.8
Inv out=442.1
NEW DOUBLE
a (DRIVEWAY
WILLOW LAKE DRIVE (50 ' )
o // / / �� yam p a 15" wild v Ex. 15/' RCP
�/ / m / / cherry
�m Lo
77
_
white / 453. + + .4 _• :447. + + _ g ut �_ /
/dine 6 / = - -� M -- _ - - _- _-_ ___--teee walnut\t triple
/
q0� - --- _• - _-_ a \ le
+ + -• _ - - - 9' tree 6tr�li
- _ _ 12-d1�1- -
�4D + /� + 3 449.4+ _ +449.� _ +442.5 _ +,W.9= - W.3+ _ _ q30• _ _ _ -cherry � /
462.5 _
OOK � � . P OP I
J - - BF=453. Input= EF=450.00 - I 426 5
Tik � / -fF-443W i . �' . .00 - MF=433.33 .y y FF=443.20-
- F�0 _ - MF=433.20
BF=434.33
BF=423.20
r / 424 FF=426.8
0 424.0 --- - + + / BF=414.8 _ - - - 1422.25
429.5 5 427.5 / 422.2 422.2 / 422 \ v
.� % ld i . 1 , 6 - - 414.3 416 / 418 / OFF=422.6
5" wi '
/ _
/• / ---- � tree
e _ 41�
41
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J Ex. rip ap _�77:' / \�/ __ 412 -
-channel I- - - m p -� g"/ / I- ' -LOT C2 - - - �10
/ / --�.J •. ale
- sycamore - I
LOT C 1 t-
_ / - - - Single family Ex. . v�ut - -
,fi - 420- , - - LOT /C3 - - _ - - _ /41 7 Single family
maple _ LOT--C� t /.71n leal� ' -- - - -
;/ • LOTS-Shglefamlly- 9_ y� _----- _--- _ -
LOT C7 Sin le Sln�le family- _ _ _ - - A1o� _ - - 33"
Ex. old silt trapg •/ _ __-- /� �� tree
Single family.'. � � ' . ' - . • - _ _
walnut -
- LOT C8 - .• .- .•. -__ _--- -.
Single family
-- _-- - \
_ \o
- � Ex. rip rap
Ex. tree line \
�dge of lake \ \
Critical slopes
'A' LINE DRAINAGE STRUCTURES
STRUCTURE NO. TYPE LENGTH TOP ELEV. INV. IN INV. OUT SLOPE
Al MH, F & C - 424.00 420.20 415.40 -
A1 TO A2 15' RCP 3.51' - - - 5.70%
A2 MH, GRATE - 420.50 415.20 415.00 -
A2 TO A3 15' RCP 73.48' - - - 6•80%
A3 END SECTION - - - 410.00 -
DATE
Nov. 11, 2010
REVISIONS
March 10, 2011
March 15, 2011
March 16, 2011
March 23, 2011
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L) BRIASMITH y
CER CATE No.
14591 w4
Q SSI�NAL ��yG
BRIAN P. SMITH, PE
CIVIL ENGINEERING, INC.
am C@UR%E BMW
WE offl m - LMD pm0a
105 WEST HIGH STREET
CHARLOTTESVILLE, VA 22902
TEL: (434) 296-3644
FAX: (434) 296-2041
bpspeCembargmail.com
JOB NUMBER
10-004-00
DWG. NAME
Prel. subd. plat.pro
SHEET
C 1 1 1
1, � 65
N2A°Ag�A�
Approxiate location of
20' ACSA easement
(D.B. 1173-150,153 &
154 plat)
NEW PROPERTY LINE
WILLOW LAKE VIEW PRELIMINARY SUBDIVISION PLAT
STATE ROUTE 1135
WILLOW LAKE DRIVE (501
S46 °44'38"W 89.06'
rn
s
10
TMP 77E 1-01-00-000B0, TMP 77E 1-01-00-00000 & TMP 77E 1-02-00-000AO
SCOTTSVILLE MAGISTERIAL DISTRICT
Area to be vacat
S43 °10'16"E 15.66-
N46 °49'44"E 87
ALBEMARLE COUNTY, VIRGINIA
�QG
Qti
A = 67 °38'15"
R=25.00'
T=.'
T=1616.7575' STATE ROUTE 1135
C=27.63' WILLOW LAKE DRIVE (50')
CB=N12 °16'33"E
ACSA water easement
10' wide
(D.B. 874-415, 418 PLAT)
(D.B. 875-50 PLAT)
Approximate location
15' VEPCO easement
(D.B. 875-50 plat) ,
Approximate location of
existing 20' drainage
easement to be vacated
(D.B. 875-47 PLAT)
Ex. sight easement
(D.B. 875-47 PLAT)
� 75.88' •95
\
S42 °43'25"W 421.13'
78.61'
58.11'
60.75'
62 45'
112.45'
_
192.45'
-----Asa=---
�Aproximate location
10' City gas line
EXISTING BOUNDARY :.' \ — — — — — — _ — — S36 °35'27"W 411.99 easement
LINE TO BE ADJUSTED :.1 _ _ _ — — — — — �_ — — . — 62.a1'
_ , (D.B. 875-50 plat)
NEW 20-FOOT WIDE
DRAINAGE EASEMENT
Existing 20' ACSA easement
(D.B. 1173-150,153 & 154 plat)
S26°ge`o�„W �382 Approximate location of NEW 15-FOOT WIDE
Approximate location pP ACCESS TO THE COMMON AREA
15' VEPCO easement existing 20' drainage
(D.B. 875-50 plat) (aDsB. 875-47to bPLAT)ated
Approximate location of
existing 20' ASCA easement
(D.B. 874-415, 418 plat)
(D.B. 875-50 plat)
Aproximate location
10' City gas line easement
(D.B. 875-50 plat)
Hatched area
Ex. 5' wide sidewalk
easement (D.B. 875-47 plat)
To be vacated
DATE
Nov. 11, 2010
REVISIONS
March 10, 2011
March 15, 2011
March 16, 2011
3
w
w
Y
SCALE
1 "=30'
rH pF
B CE CA SMITH y
CE CATE No.
e 145T w�
Q SSI�NAL ��yG
BRIAN P. SMITH, PE
CIVIL ENGINEERING, INC.
WE D[ NRE - LMD pm0a
105 WEST HIGH STREET
CHARLOTTESVILLE, VA 22902
TEL: (434) 296-3644
FAX: (434) 296-2041
bpspe0embargmaII.com
JOB NUMBER
10-004-00
DWG. NAME
Prel. subd. plat.pro
SHEET
C1,2