HomeMy WebLinkAboutSP201600003 Plan - Approved Special Use Permit 2016-09-14■ i ol nil nJ J, I h M ■ , ■
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OWNER/DEVELOPER
Crozet Development Solutions, LLC
1215 E Market St, Suite B
Charlottesville, VA 22902
DEVELOPER:
Southern Development Group
170 South Pantops Dr.
Charlottesville, VA 22902
N14
SCALE: I"=1000'
0
TMP
55C -03-A
O2
TMP
56A1-01-25
O3
TMP
56A1 -01-26A
04
TMP
56-115
�5 TMP 55C -03-A1
SHEET INDEX
SPI COVER SHEET
SP2 EXISTING CONDITIONS SITE OVERVIEW
SP8 PROPOSED CONDITIONS SITE OVERVIEW
SP4 SITE PLAN
SP5 FLOODPLAIN PLAN
SP6 FLOODPLAIN PILAN
SP7 FLOODPLAIN PILAN
SP8 ROAD PROFILE - CLING LANE EXTENSION 10+00 TO 18+00
SP9 ROAD PROFILE - CLING LANE EXTENSION 18+00 TO 27+11.59
SP 10 SIGHT DISTANCE PLAN AND PROFILE ORCHARD DR
SP1 I FLOODPLAIN SUMMARY At -4D PROPOSED CULVERT CROSS SECTIONS
4A =T1+4AI ,I Ej �
SCALE: V=400'
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Reviewed and Approved by the
Community Development Department
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DATE: 01/19/2016
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500 YR FEMA FLOODPLAIN --- ----
- F
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100 YR FEMA FLOODPLAIN,,.— M
500 YR FEMA FLOODPLAIN
NOTES:
1, APPLICANT IS PROPOSING TO DEVELOP PARCELS 1, 2, 3,
AND 5.
2. EXISTING TOPOGRAPHIC INFORMATION IS BASED ON FIELD
SURVEY SUPPLEMENTED BY ALBEMARLE COUNTY GIS.
(D
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TOTAL AREA:
AREA
12.81 Ac.
4.43 Ac.
0.89 Ac.
21.30 Ac.
1.34 Ac.
EXISTING
8'4" W X 8'4" H
DOUBLE BOX
CULVERT
150 0 150 300 450
KEY
OVERALL BOUNDARY (5 PARCELS)
INTERIOR PROPERTY LINES
DEPARTING PROPERTY LINES
100—YR FEMA FLOODPLAIN (1% CHANCE STORM)
500—YR FEMA FLOODPLAIN (0.2% CHANCE STORM)
FEMA FLOODWAY
50' STREAM BUFFER LINE
100' STREAM BUFFER LINE
WETLANDS
PRESERVED SLOPES
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DATE: 01/19/2016
ADT CLING LANE EXTENDED
44 SFD x 10 TPD + 31 TOWNHOUSES x 7 TPD + 27 EX. SFD x 10 TPD= 927 VPD
SFD: SINGLE FAMILY DWELLING
TPD: TRIPS PER DAY
VPD: VEHICLES PER DAY
. . ..... . . ......
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500 YR FEMA FLOODPLAIN' CON -G"
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100 YR FEMA FLOODPLAIN`
500 YR FEMA FLOODPLAIN
WEST GLEN SUBDIVISION SITE AREA:
R-6 CLUSTER DEVELOPMENT
SITE AREA = 19.47 Ac T+®+, 3 +®
PROPOSED RIGHT OF WAY = 3.16 Ac
PROPOSED OPEN SPACE = 8.04 Ac (41.3% > 25% Min - OK)
PROPOSED OPEN SPACE IN FLOODPLAIN =: 4.61 Ac (< 80% OF TOTAL OPEN SPACE - OK)
MAXIMUM DENSITY: 6 DU/Ac = 6 x 19.47 = 1116 UNITS
PROPOSED DENSITY: ±81 UNITS / 19.47 Ac = ± 4 DU/Ac
(No Parking)
49' Public R/W
Note: Provide VDOT Std. UD -4
COMPACTED—'/'0" Pavement Edgedrain for entire
SUBGRADE 8" VDOT
95% COMPACTED 21A length of Cling Lane.
TYPICAL ROAD SECTION - ONSITE STREET FOR < 2,000 VPD
.. ..... .... - .......... ---- ................ .......... . . - I -- -.1- � �
NOT TO SCALE
WEST GLEN SUBDIVISION
TO REMAIN
OVERALL PROJECT AREA TABULATION
PARCEL AREA
Lj
..... ... . .....
' EXISTING
8'4" W X 8'4" H DOUBLE BOX
,CULVERT
150 0 150 300 450
SCALE: 1" = 150'
KEY
OVERALL BOUNDARY (5 PARCELS)
INTERIOR PROPERTY LINES
DEPARTING PROPERTY LINES
100—YR FEMA FLOODPLAIN (11% CHANCE STORM)
. ........... 500—YR FEMA FLOODPLAIN (0.2% CHANCE STORM)
FEMA FLOODWAY
50' STREAM BUFFER LINE
100' STREAM BUFFER LINE
WETLANDS
PRESERVED SLOPES
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O5
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1.34
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TOTAL
AREA:
40.77
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Lj
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' EXISTING
8'4" W X 8'4" H DOUBLE BOX
,CULVERT
150 0 150 300 450
SCALE: 1" = 150'
KEY
OVERALL BOUNDARY (5 PARCELS)
INTERIOR PROPERTY LINES
DEPARTING PROPERTY LINES
100—YR FEMA FLOODPLAIN (11% CHANCE STORM)
. ........... 500—YR FEMA FLOODPLAIN (0.2% CHANCE STORM)
FEMA FLOODWAY
50' STREAM BUFFER LINE
100' STREAM BUFFER LINE
WETLANDS
PRESERVED SLOPES
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SCALE: I" = 100'
PROPOSED MITIGATION SUMMARY
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2. STREAMBANK RESTORATION AT DAM REMOVAL 10
3. PROPOSED MITIGATION PLANTING
4. 15% AFFORDABLE DWELLING UNITS (ADU)
N'.
KEY
OVERALL BOUNDARY (5 PARCELS)
INTERIOR PROPERTY LINES
DEPARTING PROPERTY LINES
100 -YR FEMA FLOODPLAIN (1% CHANCE STORM)
500 -YR FEMA FLOODPLAIN (0.2% CHANCE STORM)
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WETLANDS
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2. STREAMBANK RESTORATION AT DAM REMOVAL 10
3. PROPOSED MITIGATION PLANTING
4. 15% AFFORDABLE DWELLING UNITS (ADU)
N'.
KEY
OVERALL BOUNDARY (5 PARCELS)
INTERIOR PROPERTY LINES
DEPARTING PROPERTY LINES
100 -YR FEMA FLOODPLAIN (1% CHANCE STORM)
500 -YR FEMA FLOODPLAIN (0.2% CHANCE STORM)
FEMA FLOODWAY
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100' STREAM BUFFER LINE
WETLANDS
PRESERVED SLOPES
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SHEET NO: 4 of 11
DATE: 01/19/2016
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DATE: 01/19/2016
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INTERIOR PROPERTY LINES
DEPARTING PROPERTY LINES
1 00 -YR FEMA FLOODPLAIN (1 % CHANCE STORM)
500 -YR FEMA FLOODPLAIN (0.2% CHANCE STORM)
FEMA FLOODWAY
50' STREAM BUFFER LINE
100' STREAM BUFFER LINE
WETLANDS
PRESERVED SLOPES
INDEX TITLE:
SP5
SHEET NO: 5 of 11
DATE: 01/19/2016 �
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SHEET NO: 5 of 11
DATE: 01/19/2016 �
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INDEX TITLE:
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SHEET NO: 5 of 11
DATE: 01/19/2016 �
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SCALE: I" = 50'
KEY
OVERALL BOUNDARY (5 PARCELS)
INTERIOR PROPERTY LINES
DEPARTING PROPERTY LINES
100—YR FEMA FLOODPLAIN (1% CHANCE STORM)
500—YR FEMA FLOODPLAIN (0.2% CHANCE STORM)
f 7 77747, FEMA FLOODWAY
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SHEET NO: 6 of 11
DATE: 01/19/2016
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KEY
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INTERIOR PROPERTY LINES
DEPARTING PROPERTY LINES
100—YR FEMA FLOODPLAIN (1 % CHANCE STORM)
500—YR FEMA FLOODPLAIN (0.2% CHANCE STORM)
FEMA FLOODWAY
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WETLANDS
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SHEET NO: 7 of 11
DATE: 01/19/2016
740
735
730
725
720
715
710
705
700
74�
73
73(
72'
72(
71'
71(
70'
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9
EXISTING CONDITIONS
Descriptor ,Reach
PROPOSED CONDITIONS
Descriptor IReach
POWELLS CR
EX, CLING LANE X-ING POWELLS CR
POWELLS CR
POWELLS CR
POWELLS CR
POWELLS CR
L
POWELLS CR
K
POWELLS CR
J
POWELLS CR
I - NO RISE , POWELLS CR
H - NO RISE",,;: „'
POWELLS CR
F11- NO RISE
POWELLS CR
H _ NO RISE
POWELLS CR
:" O RISE
POWELLS CR
G2
POWELLS CR
G1
POWELLS CR
G
POWELLS CR
_._ F
POWELLS CR
G
'POWELLS CR
F
POWELLS CR
100`YEAR :
POWELLS CR
JARMANS GAP X-ING
POWELLS CR
JARMANS GAP X-ING
POWELLS CR
PROPOSED CONDITIONS
Descriptor IReach
River Sta Profile
POWELLS CR
EX. CLING LANE X-ING;
POWELLS CR
POWELLS CR
(cfs)
POWELLS CR
L
POWELLS CR
K
�i
POWELLS CR
POWELLS CR
I NO RISE.
POWELLS CR
F!2- NO RISE''
POWELLS CR
PROP BOX CULVERT
: POWELLS CR
:" O RISE
POWELLS CR
6960
_. _.
'F-1_.NO RISE
POWELLS CR
G2
POWELLS CR
G1
POWELLS CR
G
;POWELLS CR
F
POWELLS CR
100`YEAR :
POWELLS CR
756.1
POWELLS CR
JARMANS GAP X-ING
POWELLS CR
0.022656
POWELLS CR
River Sta Profile
QTotal
Min Ch EI , W.S. Elev Crit W,S.: E.G. Elev '
E.G. Slope Vel Chnl Flow Area Top Widd
(cfs)
(ft) (ft) (ft) (ft)
(ft/ft)
(ft/s) (sq
ft) (ft)
6995
' 100 -YEAR
1390
757
765.35
762.02
765.84
0.004395:
5.87
274.11
151.59:
6960
_. _.
Culvert
C
m
6925
100`YEAR :
1390
756.1
761.17
760.7"
762.57=
0.022656
9.89
160.46
306.69;
6875
100 -YEAR
1390
754.6
760.45
760.45,
760.94
0.024296:
8.76
397.51
299.45
6490
100 -YEAR
1400
743
750,34
750.34
751.36
0.022201
10.43:
266.45
... 122.08''.
6120
100 -YEAR
1410
733
740.24;
740.24
741.16
0.021135
10.08
290.16__
140.62
5735
..
100-YEAR1430
723
730.03
730.03
730.82
0.020602,
9.72
329.5
180.49`
5190
.100 YEAR ,
1450
708.5.:
715.2
715.72
716,94
0.023728
11.16
241.45
94.34
5151
100 -YEAR
1450
708.5,
714JO
713.84:
715.23
0.019996
9.55:
224.13=
88.93-
5056
100 -YEAR
1450.
706.5
7123-
712.25,
713.36
0.018598
8.45;
233.42
131.32'.
4885
100 -YEAR
1460
701.2",
;;708®61
708.611
709,79
0.023429
11
257.71
111.72E
4455
100 -YEAR;
1460
692'
697.74
697.74
698.27
0.026722
9.14'
394.05
293.97€
4326
100 -YEAR
1460
689.21
695.24,
0
695.5.
0.013752;
6.84
522.87
334.64
4210
100 -YEAR
1480
686.7
693.09
692.87
693.59
0.01961.
.
_ 8.55
401.68
241.33 ;
3550
100 -YEAR
1510.
670.5
678.44
678.4 4
679.57
0.0228112 1
�
10J4
263.35-.
117.4'
3334
100 -YEAR
1520
665.2
675.22
675.3
0,001713
3.73'
867.29'
265.22
3307
;100 -YEAR
1520
664.4
675.10
670
675.24,
0.001276
3.47:
686.86
262.69`
3260
Culvert
�+
`
3218
100 -YEAR
1520
663.1
668.75
668.75
671.58
0.04099
13.49`
112.71
20.07
3186
100 -YEAR
1520
661.5
66852
668.52
669.61
0.023188
10.79
244.22,
109.02
River Sta Profile
QTotal
Min Ch El W.S. Elev,
Crit W.S.
E.G. Elev
E.G. Slope Vel Chnl
Flow Area
Top WidtF
(cfs)
(fit) (ft)
(ft)
(ft)
(ft/ft)
(ft/s)
(sq ft)
(ft)
6995
100 -YEAR'
1390
757
765.35
762.02
765.84
0.004395
5.87
274.11i'
151.59,
6960
Culvert
6925
100 -YEAR
€: 1390
756.1,
761.17
760.7
762.57.
0.022656
9.89;
160.46
306.69,.
6875
100 -YEAR
` 1390
754.6
760.45
760.45
760.94
0.024296
8.76
397.51
299.45
6490
100 -YEAR
1400'
743
750.34
750.34
751.36
0.022201;
10.43
266.45'
122.081
6120
100 -YEAR
1410
733
740.24
740.24
741.16
0.021135;
10.08E
290.16,
140.62=
5735
100 -YEAR
1430
723'
730.03
730.03
730.82
0.020602
9.72
329.5
180.49
5190
1 Y R
1450
708 5
715.72
716.94
0.023728
11.16
241.45 -
94.34
x151
1 YEAR
1450
706:
713.30
709.91
713.61
�,.
0.002916
4.49
w
346.36
_
74.9.
5203
Culvert
056
300�YAR
1450
706.5 ,..711.59
712.2
0.009041'
6.71
289.14
98.6.
u. S
"J BAR=
1460
701.2
708.1
708.61
709.79.
0.023429
11
257.71
111,'7
4455
100 -YEAR
1460
692
698.23
698.68
0.018719
8.18
394.47
223.25
4326
100 -YEAR
; 1460
689.2,
695.46
696.03
0.022386
8.99
372.6'
229.55
4210
100 -YEAR
1480
686.7
693.09
692.87
693.59
0.01961
8.55,
401.68'
241.33,
3550
100 -YEAR
^ 1510`
670.5'
678.44,
678.44
679.57'
0.022811:
10.74`:.
263.35;
117.4
3334
100 -YEAR
1520
665.2
675.22
675.3'
0.001713
173
86729
265.22
3307
100 -YEAR
" 1520
664.4
675.10
670
675.24
0.001276'
3.47°
686.86;
262.69,
3260
'
Culvert
3218
100 -YEAR'
1520
663.1
668.75
668.75
671.58
0.04099
13.49
112.71
20.07
*EXISTING GRADE BASED ON FIELD RUN
TOPOGRAPHY, MARCH 2016.
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DATE: 01/19/2016
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SHEET NO: 11 OF 11
DATE: 01/19/2016
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INDEX TITLE:
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SHEET NO: 11 OF 11
DATE: 01/19/2016