HomeMy WebLinkAboutSDP200700148 Plan - Other (not approved) 2008-01-22R ss7 CROZET
E PHASE
OLD TRAIL VILLA 6
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OLD T/T.41L �
V/LLA6!E ;VP ¢
THIS
"'PRELIMINARY SITE PLAN
PROJ'E'CTBLOCK 3
TO
TO WA MESBORO
I,
10 PEON
bl'/£RgrA� 6a
VICINITY MAP
SCALE:
1" = 2,000'
GENERAL NOTES
OWNER/DEVELOPER:
MARCH MOUNTAIN PROPERTIES, L.L.0 ENGINEER: COLLINS ENGINEERING
96,000 SQ. FT.
800 E. JEFFERSON STREET 800 E. JEFFERSON STREET
144,000 SQ. FT.
CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902
192,000 SQ. FT.
TELEPHONE: (434)245-0100 TELEPHONE.- (434)293-3719
LINE DIMENSION (FT)
FAX.- (434)245-0300 FAX. (434)245-0300
1:2 SPATIAL
CONTACT MR. GAYLON BEIGHTS CONTACT.- MR. SCOTT COLLINS, P.E.
SITE PLAN
GRADING AND STORMWATER MANAGEMENT
EMAIL: scott@collins-engineering.com
PRE -APPLICATION
MAX
CONFERENCE:
NOVEMBER 5, 2007 (DISCUSSED DEVELOPMENT OF POOL WITHIN BLOCK 2. THIS
CHARLOTTESVILLE, VIA 22
CURRENT PLAN SHOWS THE POOL WITHIN BLOCK 3, WHICH IS JUST NORTHWEST OF
ENCLOSURE RATIO)
BLOCK 2. BOTH BLOCKS ARE WITHIN THE SAME CT DISTRICT AND SUBJECT TO THE
54
SAME ZONING REGULA77ONS PER THE APPROVED CODE OF DEVELOPMENT.)
TAX MAP NO.:
055E -01-00-000A1
AREA:
6.8 AC.
ZONING:
NEIGHBORHOOD MODEL DISTRICT
35
APPROVED WITH PROFFERS 9-14-05
54
BY ALBEMARLE COUNTY BOARD OF SUPERVISORS
7035
NOTE- COPY OF PROFFERS PROVIDED SEPARATELY
USE:
MIXED USE (COMMERCIAL, MULTI -FAMILY)
UNI TS.
54 UNITS PROPOSED (9 TO BE AFFORDABLE)
DENSI TY:
54 UNI TS/ 6.8 AC. = 7.9 DU/AC.
NON-RESIDENTIAL:
RECREATIONAL BUILDINGS: 1,867 SQ. FT.
MINIUM /
OFFICE/ RETAIL: 10,000 SQ. FT
FLOOR AREA
TOTAL 11,867 SQ. FT.
POOL WATER SURFACE AREA: 8445 SQ. FT.
EMPLOYEES:
50 EMPLOYEES (MAX.)
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 4 STORIES
SUBDIVISION STREETS. •
CURB & GUTTER
DRAINAGE DISTRICT.-
LICKINGHOLE DRAINAGE BASIN (LICKINGHOLE CREEK IS RECEIVING WATERS FOR PROJECT)
WATERSHED:
S. RIVANNA RESERVOIR
TOPO & SURVEY.
TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR JENNINGS STEPHENSON, PL IN AUGUST,
DETCH
2006.
EXIS77NG VEGETATION:
ROLLING GRASS FIELD WITH NO EXISTING TREES.
LIGHTING:
ALL OUTDOOR LUMINAIRES SHALL EMIT LESS THAN 3,000 MAXIMUM LUMENS.
MARKET
STREET LIGHTS SHALL BE PROVIDED.
PARKING:
PARKING LOTS SHALL BE SHARED AMONG ALL USES AND LOCATED WITHIN A COMMON ACCESS
lO
EASEMENT. PROPOSED SHARED PARKING ARRANGEMENT IS SUBJECT TO ADMINISTRATIVE
BANKED
ZONING APPROVAL. ON -STREET PARKING PROVIDED SHALL NOT BE STRIPED.
CONSTRUCTION OF
R/VJ(AC)AREA
SCHOOL CONNECTIONS.-
THE OWNER SHALL CONSTRUCT THE PATHWAY CONNEC77ONS TO THE SCHOOLS, SHOWN AS
MIXED USE
PATHWAY CONNEC77ON TO SCHOOLS," AND ROAD AND SIDEWALK CONNECTION TO SCHOOLS"
ATION
ON SHEET 5 OF 9 OF THE GENERAL DEVELOPMENT PLAN, WITHIN SIX (6) MONTHS AFTER THE
ED UNfrS
APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO
UNr15
ANY PORTION OF A BLOCK THAT EITHER INCLUDES OR IS ADJACENT TO ANY SUCH
UNITS
CONNECTION. (PROFFER #8 OF ZMA-2004-024)
SHEET INDEX
WHITEHALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SHEET LAYOUT
SCALE: I" = 150"
CURRENT OWNER/'DEVELOPER
MARCH MOUNTAIN PROPERTIES, LLC.
BEIGHTS DEVELOPMENT CORPORATION
800 EAST JEFFERSON STREET
CHARLOTTESVILLE, SVA 22902
RETAIL SPACE REQUIREMENTS
per approved proffers for Old Trail Village
# OF D.U. BLDG. PERMITS
MAX. ALLOWABLE RETAIL SPACE
500
48,000 SQ. FT.
1000
96,000 SQ. FT.
1,500
144,000 SQ. FT.
2,000
192,000 SQ. FT.
SPATIAL ENCLOSURE RATIO
CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village
z
%
.._ .. _.._ % TOTAL AFFORDABLE__ ..
MAXIMUM EAVE
SHEET
ENGINEER
SETBACK/ BUILD -TO
TOTAL DISTANCE
HEIGHT (BASED ON
ROAD
RIGHT OF WAY (FT)
LINE DIMENSION (FT)
BETWEEN BUILDINGS
1:2 SPATIAL
RESIDENTIAL
SITE PLAN
GRADING AND STORMWATER MANAGEMENT
ALLOWABLE
(FT)
MAX
OVERALL UTILITY PLAN
5
CHARLOTTESVILLE, VIA 22
IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
AS A TWO-FAMILYEOWNER MAY
(5) THE OWNER MAY 'CARRY-OVER OR BANK' CREDITS FOR AFFORDABLE UNITS IN ME EVENT AN INDIVIDUAL SUBDIVISION PLAT OR S17E PLAN DESIGNATES
ENCLOSURE RATIO)
Claremont Lane
54
B
70
35
Brookley Ddee
54
8
70
35
Madbeck Dme
54
8
7035
RESIDENTIAL
Old Trail Drive
50
8
66
33
CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village
z
%
.._ .. _.._ % TOTAL AFFORDABLE__ ..
MAX
SHEET
ENGINEER
AT OLD TRAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN
1 HOUSING EQUAL TO FIFTEEN PERCENT 15% OF THE TOTAL RESIDEN77AL UNITS CONSTRUCTED
�E FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS. EACH
to
V
RESIDENTIAL UNITS (1)
SUBDIVISION PLA T AND SITE PLAN FOR LAND WITHIN THE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE L07S OR UNITS, AS APPLICABLE, THA T WILL,
TITLE SHEET
LIMITS OF PRELIMINARY PLAT
Z
2
COLLINS ENGINEERING
RESIDENTIAL
SITE PLAN
GRADING AND STORMWATER MANAGEMENT
ALLOWABLE
MIN. LOT
MAX
OVERALL UTILITY PLAN
5
CHARLOTTESVILLE, VIA 22
IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
AS A TWO-FAMILYEOWNER MAY
(5) THE OWNER MAY 'CARRY-OVER OR BANK' CREDITS FOR AFFORDABLE UNITS IN ME EVENT AN INDIVIDUAL SUBDIVISION PLAT OR S17E PLAN DESIGNATES
NOW
G
V
DENSITY
MAX UNITS
NON-
SIZE SQ. FT.)
STORIES
FRONT
I
W
BLOCK
TRANSECT
GROSS
(DRU./AC.)
RESIDENTIAL
AREA OF
BUILD -TO
SIDE YARD
REAR YARD
S.F.
DIST
AREA
MINIUM /
LL
FLOOR AREA
TOTAL4
LINE
SET- BACK
SET- BACK
1-4
NON -REST-
MIXED
TION
OPEN
BLOCK
(SO. FT.)
CLASSIFIC
TIAL
DETCH
ATTACHE
HOUSE
APARTM
MIXED USE
MIXED USE
MARKET
DENTIAL/
USE
ACCESS
lO
% OF
BANKED
LOTS
R/VJ(AC)AREA
LU
SPACE
MIXED USE
Lr)
ATION
AREA
ED UNfrS
D UNITS
UNr15
ENT
UNITS
L DENSITY
10,000-
NIA
APARTM
DRY
NUMBER
TOTAL
3
CT5
6.8
18
122
80,000
4
8
0
0
PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE
TT R. COLLINS
No. 35791
z
%
.._ .. _.._ % TOTAL AFFORDABLE__ ..
TITLE
SHEET
ENGINEER
AT OLD TRAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN
1 HOUSING EQUAL TO FIFTEEN PERCENT 15% OF THE TOTAL RESIDEN77AL UNITS CONSTRUCTED
�E FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS. EACH
to
V
RESIDENTIAL UNITS (1)
SUBDIVISION PLA T AND SITE PLAN FOR LAND WITHIN THE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE L07S OR UNITS, AS APPLICABLE, THA T WILL,
TITLE SHEET
LIMITS OF PRELIMINARY PLAT
Z
2
COLLINS ENGINEERING
SUBJECT TO THE TERMS AND COND177ONS OF PROFFER #2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER A#2 OF
ZMA-2004-024, AND 774E AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR SITE PLAN
SHALL CONS77TUTE A MINIMUM OF FIFTEEN PERCENT (15X) OF THE L07S IN SUCH SUBDIVISION PLAT OR SITE PLAN.
(2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40X) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS.
SITE PLAN
GRADING AND STORMWATER MANAGEMENT
3
4
C
800 EAST J EFFERSON STREET ET
(3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS.
SHALL MEAN ACCESSORY APARTMENTS AST, NO MORE THAN IRTY DEFINED INNTHE3OX) OF THE AFFORDABLE HOUSING ALBEMARLE COUNTY CODE, CHAPTER BLING UNITS SEC77ON 5534, AY BANDACCESSORY
UNIT WITHIN A TWO-FAMILYDWELLING
OVERALL UTILITY PLAN
5
CHARLOTTESVILLE, VIA 22
IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
AS A TWO-FAMILYEOWNER MAY
(5) THE OWNER MAY 'CARRY-OVER OR BANK' CREDITS FOR AFFORDABLE UNITS IN ME EVENT AN INDIVIDUAL SUBDIVISION PLAT OR S17E PLAN DESIGNATES
NOW
G
V
902
�
434.293.3719
AFFORDABLE UNITS THAT /N THE AGGREGATE EXCEED THE FIFTEEN PERCENT (15X) MIN/MUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADD177ONAL
AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR SI7E PLAN, PROVIDED HOWEVER,
THAT THE MAXIMUM NUMBER OF AFFORDABLE UN/TS THAT MAY BE CARR/ED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (15X) OF THE TOTAL UNITS
CONDO
>
MARKET RATE UNITS
I
W
AFFORDABLE UNITS
(6) THERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WI774IN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF
W >
w
RECREA
AREA OF
AREA
BLOCK
RESIDEN
S.F.
S.F.
TOWN
MINIUM /
LL
GROSS
TOTAL4
FOR
L9
TOTAL
1-4
AREA OF
AREA OF
TION
OPEN
BLOCK
(AC)
CLASSIFIC
TIAL
DETCH
ATTACHE
HOUSE
APARTM
TOTAL
RESIDENTIA%OF
MARKET
M0
W
RENT
ACCESS
lO
% OF
BANKED
LOTS
R/VJ(AC)AREA
LU
SPACE
Z
Lr)
ATION
AREA
ED UNfrS
D UNITS
UNr15
ENT
UNITS
L DENSITY
�� TOTAL
FOR SALE
APARTM
DRY
NUMBER
TOTAL
UNITS
FPREVIIEOtU
iAcl
(AC) (6)
(AC) (6)
(SO. FT.)
00
Q
UNITS
U
(DU/AC)
UNOS UNITS
ENTS
J
OF UNRSUNITS
(
U
F-
~
w
F
W
a
1
5.1
mixed use
54,500
0
0
0
78
78
15.3
62 79.5%
0
14
0
14
17.9%
2.3
0.0
4.3
0.54
WA
N/A
3
6.8
mixed use
10,000
0
0
34
20
54
7.9
45 83.3%
9
0
0
9
16.7%
0.9
0.0
3.6
2.31
WA
WA
4
3.3
mixed use
2.200
0
4
23
24
51
15.5
43 84.3%
8
0
0
8
15.7%
0.35
0.0
2.6
0.92
NIA
WA
11
3.0
mixed use
3,530
0
0
22
32
54
18.0
45 83.3%
9
0
0
9
16.7%
0.9
0.0
2.6
0.92
WA
N/A
12
5.0
mixed use
2,250
0
0
27
63
90
18.0
75 83.3%
15
0
0
15
16.7%
1.5
0.0
5.2
0.4
0.78
0.78
4.9
sVN e
0
15
0
0
0
15
3.1
15 100.0%
0
0
0
0
0.0%
0
2.3
2.7
0.4
WA
NIA
(15rt�
TOTAL
28.1
1
1 72,480
1
4.0 1
108.0
1 217.0 1
342.0
1 1
285.0
41.0
14.0
1 0.0
1 55.0
16.1%
6.0
2.3
21.0
5.5
0.78
0.78
TT R. COLLINS
No. 35791
z
%
.._ .. _.._ % TOTAL AFFORDABLE__ ..
TITLE
SHEET
ENGINEER
AT OLD TRAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN
1 HOUSING EQUAL TO FIFTEEN PERCENT 15% OF THE TOTAL RESIDEN77AL UNITS CONSTRUCTED
�E FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TOWNHOUSES, APARTMENTS AND ACCESSORY UNITS. EACH
to
V
f
SUBDIVISION PLA T AND SITE PLAN FOR LAND WITHIN THE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNATE THE L07S OR UNITS, AS APPLICABLE, THA T WILL,
TITLE SHEET
LIMITS OF PRELIMINARY PLAT
Z
2
COLLINS ENGINEERING
SUBJECT TO THE TERMS AND COND177ONS OF PROFFER #2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER A#2 OF
ZMA-2004-024, AND 774E AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR SITE PLAN
SHALL CONS77TUTE A MINIMUM OF FIFTEEN PERCENT (15X) OF THE L07S IN SUCH SUBDIVISION PLAT OR SITE PLAN.
(2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40X) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS.
SITE PLAN
GRADING AND STORMWATER MANAGEMENT
3
4
C
800 EAST J EFFERSON STREET ET
(3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS.
SHALL MEAN ACCESSORY APARTMENTS AST, NO MORE THAN IRTY DEFINED INNTHE3OX) OF THE AFFORDABLE HOUSING ALBEMARLE COUNTY CODE, CHAPTER BLING UNITS SEC77ON 5534, AY BANDACCESSORY
UNIT WITHIN A TWO-FAMILYDWELLING
OVERALL UTILITY PLAN
5
CHARLOTTESVILLE, VIA 22
IS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE.
AS A TWO-FAMILYEOWNER MAY
(5) THE OWNER MAY 'CARRY-OVER OR BANK' CREDITS FOR AFFORDABLE UNITS IN ME EVENT AN INDIVIDUAL SUBDIVISION PLAT OR S17E PLAN DESIGNATES
NOTES, DETAILS AND PARKING ANALYSIS
G
V
902
�
434.293.3719
AFFORDABLE UNITS THAT /N THE AGGREGATE EXCEED THE FIFTEEN PERCENT (15X) MIN/MUM FOR SUCH SUBDIVISION PLAT OR SITE PLAN, AND SUCH ADD177ONAL
AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDIVISION PLAT OR SI7E PLAN, PROVIDED HOWEVER,
THAT THE MAXIMUM NUMBER OF AFFORDABLE UN/TS THAT MAY BE CARR/ED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (15X) OF THE TOTAL UNITS
Ln
>
ON ANY SUBDIVISION PLAT OR SITE PLAN.
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(6) THERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WI774IN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF
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DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD 7RAIL VILLAGE NEIGHBORHOOD MDEL DIS7RICT.
TT R. COLLINS
No. 35791
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CURVE TABLE
LINE TABLE
LENGTH
LINE
LENGTH
BEARING
L1
519.42'
S59'57'09"W
L2
135.56'
S30'03'16"E
L3
238.99'
N64'41'28"E
L4
69.73'
N30'36'14"W
L5
62.96'
N34'25'04"W
L6
32.15'
568'09'27"W
L7
10.37'
S59'16'02"W
L81
17.50'
N30'36'14"W
CURVE TABLE
CURVE
LENGTH
RADIUS
Cl
151.17'
478.74
C2
170.95'
389.95
C3
80.63'
373.83
C4
361.57'
1482.50
C5
97,97'
72.50
LEGEND
CRITICAL SLOPE
FLOODPLAIN
STREAM BUFFER
ADJACENT OWNERSFROEHLING & ROBERTSON INC
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LOT NO.
B.A.
L.A.
LOT COVERAGE (%)
1
866
3,153
27.5%
2
866
2,045
42.3%
3
866
2,063
42.0%
4
866
2, 075
41.7%
5
866
2,502
34.6%
6
866
2,555
33.9%
7
866
2,081
41.6%
8
866
2,175
39.8%
9
866
2, 926
29.6%
10
866
2,587
1 33.5%
11
866
1,914
45.2%
12
866
1,841
47.0%
13
866
2,569
33.7%
14
866
2,600
33.3%
15
866
1,833
47.2%
16
866
1,832
47.3%
17
866
1,831
47.3%
18
866
2,676
32.4%
19
866
2,973
29.1%
20
866
1,792
48.3%
2'
866
1, 800
48.1%
22
866
1,809
47.90m
23
866
1,818
47.6%
24
866
3, 313
170
25
866
3,788
22.9%
26
866
1,882
46.0%
27
866
1,877
--46.1
28
866
1,874 1
46.2%
29
866
2,177
39.8%
30
866
3,318
26.1%
31
866
1,780
48.7%
32
866
1,792
48.3%
33
866
1,793
48.3%
34
866
2,046
42.3%
35
5623
16,709
33.7%
36
5623
18,477
30.4%
37
5000
.2,839
38.9%
38
1867
32,607
5.7%
TOTAL
47557
157,722
30.2%
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3 OF 6
IMPERVIOUS AREA CALCULATIONS OLD TRAIL STORMWATER MANAGEMENT INFORMATION 0
( , THIS SITE IS WITHIN THE CROZET COMMUNITY AND THEREFORE LIES
ROADS: 100,700 SQ. FT. WITHIN THE LICKINGHOLE DRAINAGE BASIN, WHICH IS A WATER
SCOTT R. COLLINS'Z,
SIDEWALKS: 15,400 SQ. FT. RESOURCE AREA. THE CROZET AREA IS BOTH A DEVELOPMENT o -
_ BUILDINGS: 47,000 SQ. FT. AREA & A WATER SUPPLY PROTECTION AREA. ANY ADDITIONAL U No. 35791 n
DRIVEWAYS: 12,680 SQ. FT. WATER IMPACTS PRODUCED DUE TO DEVELOPMENT OF THIS SITE
POOL & HARDSCAPE: 26,800 SQ. FT. SHALL BE COMPENSATED BASED ON THE PRO -RATA FEE �ssIONAL
TOTAL IMPERVIOUS PAVEMENT AREA: 202,580 SQ. FT. = 4.65 AC. STRUCTURE AT THE TIME THE DEVELOPMENT PLANS ARE
REVIEWED.
/ A FINAL STORMWATER MANAGEMENT/BMP PLAN WILL BE
SUBMITTED WITH THE SUBDIVISION PLANS IN ACCORDANCE WITH
ARTICLE III OF THE WATER PROTECTIONE C ORDINANCE (CHAPTER 17
E
OF THE CODE OF ALBEMARL )
�- \
.
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00001' BLOCK 3 RUN-OFF SHALL BE PIPED INTO THE STORM SEWER
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PUBLIC ROAD _ _��d i 279.13' tr� .48'\ \ \ \ \ \ \ \ \ \ \ ?/� / /_ \ \ I 1 / 1 OL
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STREET SPECIFICATIONS from Code of Development approved 9-14-05)
Notes:
1.On—street parking will be provided throughout Old Trail Village on one side or both sides of the roadway as
indicated. There is approximately 300 on—street parking spaces available.
2. Off—street parking will be provided on a block by block basis. Residential lots will provide at least one
parking space on the lot and multi—family and commercial buildings will address parking loads within the
block at the site plan level.
J. In addition, parking will be relegated throughout the Old Trail Village by hiding parking areas from public
view behind building facades and landscaping.
4. A parking analysis will be provided at site plan/subdivision plat review to assess the availability and
adequacy of off—street and on—street parking
5. On—street parking locations provided in the Street Specifications Chart (COD Table 3) and illustrated on the
General Development Plan are conceptual and will be finalized during site plan/subdivision plat review in
accordance with VDOT and County standards.
6. The dimensions of the streets and parking lanes provided in the transportation chart and illustrated in the
street sections are conceptual and will be finalized during site plan/subdivision plat review in accordance with
VDOT and County standards.
7.To accommodate bicycle travel, wider sidewalks will be provided as described below.
C. "A street" adjacent to blocks 1, 2, 10 and 30 and blocks 4, 13,16 and 31: 8 foot sidewalk
b. "C street" adjacent to block 6: 12 foot sidewalk.
C. "C street" adjacent to block 1: 12 foot sidewalk.
d. "F street" adjacent to block 1: 12 foot sidewalk.
e. "G street" adjacent to block 6: 12 foot sidewalk.
f. "A street" (Golf Course Access Road) adjacent to Blocks 26 and 29: 8 foot sidewalk to replace the 5
foot sidewalk shown on the approved Golf Access Road plans.
RESIDENTIAL PARKING REQUIRED
Adjace
Public
Max.
Traffic
Travel
Travel
Bike
Bike
Parkin
Parkin
76.5
Curb-
Mill.
Plantin
Mill.
Sidewa
ROW
Min.
Street
nt
or
Design
116.5
Lane
Lanes
Lane
9
9 Lane
Median
to -curb
g Strip
Ik
Width
Curb
Z
Blocks
Private
Speed
Flow
Lanes
Width
6.
Width
Lanes
Width
1 SP/ 125
Width
ulleffth
WMIlfhRadii
Ek1ST. (OWND
&F-
Road N
3
Public
25
2 way
2
11'
None
N/A
1
8'
None
30'
6'
5'
54'
15'
Z
14, 12,
Public
25
2 way
2
11'
None
N/A
1
8'
None
30'
6'
5'
54'
15'
Road C
15
1, 2, 4,
Public
25
2 way
2
10'
None
N/A
2
8'
None
36'
6'
5'
60'
15'
Road F
13
2, 3, 1
Public
25
2 way
2
11'
None
N/A
1
8'
None
30'
6'
5'
=5 KJ
15'
* Minimum curb radii for bus routes shall be 25 ft.
_
Notes:
1.On—street parking will be provided throughout Old Trail Village on one side or both sides of the roadway as
indicated. There is approximately 300 on—street parking spaces available.
2. Off—street parking will be provided on a block by block basis. Residential lots will provide at least one
parking space on the lot and multi—family and commercial buildings will address parking loads within the
block at the site plan level.
J. In addition, parking will be relegated throughout the Old Trail Village by hiding parking areas from public
view behind building facades and landscaping.
4. A parking analysis will be provided at site plan/subdivision plat review to assess the availability and
adequacy of off—street and on—street parking
5. On—street parking locations provided in the Street Specifications Chart (COD Table 3) and illustrated on the
General Development Plan are conceptual and will be finalized during site plan/subdivision plat review in
accordance with VDOT and County standards.
6. The dimensions of the streets and parking lanes provided in the transportation chart and illustrated in the
street sections are conceptual and will be finalized during site plan/subdivision plat review in accordance with
VDOT and County standards.
7.To accommodate bicycle travel, wider sidewalks will be provided as described below.
C. "A street" adjacent to blocks 1, 2, 10 and 30 and blocks 4, 13,16 and 31: 8 foot sidewalk
b. "C street" adjacent to block 6: 12 foot sidewalk.
C. "C street" adjacent to block 1: 12 foot sidewalk.
d. "F street" adjacent to block 1: 12 foot sidewalk.
e. "G street" adjacent to block 6: 12 foot sidewalk.
f. "A street" (Golf Course Access Road) adjacent to Blocks 26 and 29: 8 foot sidewalk to replace the 5
foot sidewalk shown on the approved Golf Access Road plans.
RESIDENTIAL PARKING REQUIRED
REQUIRED
LOT#
# OF UNITS
GARAGE
PARKING
ON LOT?
SPACES
REQUIRED
PER UNIT
TOTAL
SPACES
REQUIRED
1 -34
34
YES
2.25
76.5
35, 36
20
NO
2
40
TOTAL
AREA
(SQ. FT.)
D
116.5
NON-RESIDENTIAL PARKING
REQUIRED
NON-
GROSS
SURFAC
RATE OF
TOTAL
EXIST. MUM
3:+
COMMER
E POOL
PARKING
PARKING
LOT #
CIAL
AREA
REQUIRE
REQUIRE
AREA
(SQ. FT.)
D
D
f
VDOT UNLESS OTHERWISE NOTED.
5.5 SP/
3.
37
10000
0
1000
55
SURFACE
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
Z
GROSS
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
U
PARKING
OF 3:1 OR BETTER ARE TO BE ACHIEVED.
SQ. FT.
6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
CONCRE
4SDEWK�
Z
1 SP/ 125
ON -STREET
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
Ek1ST. (OWND
&F-
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 1I1.
38
0
8445
WATER
67.56
WITHIN
SPACES
SURFAC
05- 5
ON LOTS
Z
E
>
TOTAL
Z
BLOCK 3
W
122.56
(VAR/ABLE WIDTH)
4" CONC.-\
4 " 21—A STONE BASE
CONCRETE SIDEWALK
NO SCALE
2" SM -9.5A —
SURFACE COURSE
BASEOCOURSED VDOT�2A1A
COMPACTED
SUBGRADE
PARKING LOT PAVING
NO SCALE
2" SM -9.5A
SURFACE COURSE
4" BM -25
INTERMEDIATE COURSE
8"ASEOCOURSE, VTEDDOT 1EGAAE
COMPACTED
SUBGRADE
ASPHALT PAVING - ROADS
NO SCALE
PARKING PROVIDED
0o w
NON-
m 777
SE
3�+
GENERAL CONSTRUCTION NOTES
EXIST. MUM
3:+
SHARED
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING
4' VDOT 2fA
SHARED
4 VDOT 2IA
STONE BASE
EATST.T. WOUND
\
DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
EXIST. GROUND
REQUIREMENTS OF THE PERMIT SHALL GOVERN.
TOTAL
2.
BLOCK
f
VDOT UNLESS OTHERWISE NOTED.
ado SHARED
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
SPACES
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
o
SURFACE
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
Z
5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
U
PARKING
OF 3:1 OR BETTER ARE TO BE ACHIEVED.
RiW
6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
CONCRE
4SDEWK�
Z
SPACES
ON -STREET
7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
Ek1ST. (OWND
PROVIDED
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 1I1.
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ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
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1.
PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING
4' VDOT 2fA
ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS
4 VDOT 2IA
STONE BASE
EATST.T. WOUND
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DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE
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REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2.
ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
f
VDOT UNLESS OTHERWISE NOTED.
3.
EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
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4.
ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
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5.
THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
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OF 3:1 OR BETTER ARE TO BE ACHIEVED.
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6.
PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
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ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
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7.
ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
Ek1ST. (OWND
8.
UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 1I1.
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9.
ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
4' MOT 21A
%/— STONE BASE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
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6' PLANTER
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CG -6
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4" T STRIP
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BROO"Y DRIVE (ROAD F)
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CURB & GUTTER
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