HomeMy WebLinkAbout01-13 Design Plan0
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OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA
GENERAL NOTES
1. THIS MASTER DEVELOPMENT PLAN INCLUDES THE FOLLOWING PARCELS ("THE PROPERTY"):
PARCEL IN INSTRUMENT ID ZONE AREA
87 A 103 200422116 R5 406.00 AC
87 A 103C 200422116 R5 108.32 AC
87 A 102 200422116 R5 140.50 AC
2, THE SITE BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS DEI INEATED BASED ON FREDERICK COUNTY GIS DATA.
THE TOTAL SHENANDOAH PROJECT AREA IS 926.27 AC. THE SITE AREA SUBJECT TO THIS MASTER DEVELOPMENT PLAN IS 648.09
AC.
3. THE SITE IS ZONED R5 (RESIDENTIAL RECREATIONAL COMMUNITY) DISTRICT v ADMINISTERED BY THE FREDERICK COUNTY ZONING
ORDINANCE ("ZONING ORDINANCE").
4. THE PROPOSED USE FOR THIS SITE IS SINGLE FAMILY RESIDENTIAL (ATTACHED AND DETACHED). THE PROJECT WILL CONSIST OF
A TOTAL OF 2,130 DWELLING UNITS, RESULTING IN A GROSS PROJECT DENSITY OF 2.30 DWELLING UNITS PER ACRE.
5. ALL CONSTRUCTION SHALL CONFORM TO CURRENT FREDERICK COUNTY, VDOT. AND OTHER STATE STANDARDS AND SPECIFICATIONS,
AS APPLICABLE.
6. THE PROJECT WILL BE PROVIDED WITH PUBLIC WATER AND SANITARY SEWER SERVICE. ALL WATER AND SEWER FACILITIES SHALL
BE COMPLETED PER FCSA REQUIREMENTS.
7. THE SITE WILL BE PROVIDED WITH ELECTRIC AND GAS THROUGH THE EXTENSION OF EXISTING LINES,
8. ALL UTILITIES MUST BE PLACED UNDERGROUND.
9. ALL BUFFER AND SCREENING REQUIREMENTS SHALL BE DETERMINED AT THE TIME OF SUBDIVISION PLANS AND SHALL BE
ESTABLISHED BASED ON PROPOSED HOUSING TYPES AND EXISTING USES IN ACCORDANCE WITH SECTION 165-203.02 OF THE
FREDERICK COUNTY ZONING ORDINANCE.
10. APPLICABLE DIMENSIONAL STANDARDS FOR RESIDENTIAL LOTS SHALL BE ESTABLISHED AT THE TIME OF SUBDIVISION PLANS IN
ACCORDANCE WITH THE REQUIREMENTS OF THE R5 DISTRICT OF THE FREDERICK COUNTY ZONING ORDINANCE.
11. THE FOLLOWING ARE PREVIOUSLY APPROVED LAND DEVELOPMENT APPLICATIONS ASSOCIATED WITH THIS PROJECT:
MASTER DEVELOPMENT PLAN #06-00: APPROVED: MAY 2, 2001
SHENANDOAH PHASE I, SEC. 1-5, AND RACHEL
CARSON DRIVE SUBDIVISION DESIGN PLAN #11-01:
SHENANDOAH PHASE Ii, SECTION 1-6: SUBDIVISION
DESIGN PLAN #12-01:
REVISED MASTER DEVELOPMENT PLAN #03-07:
SHENANDOAH MODEL COURT REVISION TO ADD
LOT 429 PIN# 878-1-1-C: SUBDIVISION DESIGN
PLAN #02-10:
APPROVED: APRIL 7, 2006
APPROVED: APRIL 7, 2006
APPROVED: DECEMBER 5, 2007
APPROVED: JUNE 3, 2011
OWNER
MREC SHENANDOAH VA, LLC
C/O LANSDOWNE DEVELOPMENT GROUP, LLC
2553 DULLES VIEW, SUITE 400
HERNDON, VA 20171
APPROVED
SIGNA
FREDERICK COUNTY DIRECTOR OF PLANNING AND DEVELOPMENT
e�22(�ol�
DATE
APPROVED BY THE FREDERICK COUNTY ADMINISTRATOR
SIGNATURE DATIE
VICINITY MAP
1 "=2000'
APPLICANT
LANSDOWNE DEVELOPMENT GROUP,
2553 DULLES VIEW DRIVE, SUITE 400
HERNDON, ✓A 20171
ATT: MR. LEONARD S. "HOBIE" MITCHEL
(703) 995-1849
wo
DESIGNER & ENGINEER
BOWMAN CONSULTING GROUP LTD.
1101 SOUTH STREET SE
LEESBURG, VA 20175
(703) 443-2400
HOMEOWNERS ASSOCIATION
LLC SHENANDOAH HOMEOWNERS
ASSOCIATION INC.
140 BALD EAGLE DRIVE
OPEQUON, VA 22663
SIGNATURE DATE
SHEET INDEX
I COVER SHEET
2 SITE TABULATIONS AND DETAILS
3 EXISTING CONDITIONS & ENVIRONMENTAL FEATURES PLAN
4 MASTER DEVELOPMENT PLAN OVERALL
5 TRANSPORTATION PLAN
6 PLANNED TRANSPORTATION NETWORK
DESCRIPTION
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OWNER
MREC SHENANDOAH VA, LLC
C/O LANSDOWNE DEVELOPMENT GROUP, LLC
2553 DULLES VIEW, SUITE 400
HERNDON, VA 20171
APPROVED
SIGNA
FREDERICK COUNTY DIRECTOR OF PLANNING AND DEVELOPMENT
e�22(�ol�
DATE
APPROVED BY THE FREDERICK COUNTY ADMINISTRATOR
SIGNATURE DATIE
VICINITY MAP
1 "=2000'
APPLICANT
LANSDOWNE DEVELOPMENT GROUP,
2553 DULLES VIEW DRIVE, SUITE 400
HERNDON, ✓A 20171
ATT: MR. LEONARD S. "HOBIE" MITCHEL
(703) 995-1849
wo
DESIGNER & ENGINEER
BOWMAN CONSULTING GROUP LTD.
1101 SOUTH STREET SE
LEESBURG, VA 20175
(703) 443-2400
HOMEOWNERS ASSOCIATION
LLC SHENANDOAH HOMEOWNERS
ASSOCIATION INC.
140 BALD EAGLE DRIVE
OPEQUON, VA 22663
SIGNATURE DATE
SHEET INDEX
I COVER SHEET
2 SITE TABULATIONS AND DETAILS
3 EXISTING CONDITIONS & ENVIRONMENTAL FEATURES PLAN
4 MASTER DEVELOPMENT PLAN OVERALL
5 TRANSPORTATION PLAN
6 PLANNED TRANSPORTATION NETWORK
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DATE I
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V:
JOB No.
6742-01-003
DATE DECEMBER 14, 2012
FILE No. 6742-D-ZP-001
SHEET 1 OF 6
it PHASE VI
301 UNITS
-c
PHASE III
201 UNITE
\PHASE
IIB
217 UNITS
i� V
PHASE IIA
76 UNITS ,
PHASE VII ` %000
' �- AGE RESTRICTED
273 UNITS 4
O� 1�41*
Now PHASE VIII ^`
220 UNITS PHASE IX
158 UNITS
to
top
4% 100 too
PHASE IV
200 UNITS
I
AGE RESTRICTED
\:='%//��/
PHASE V
140 UNITS PHASE IA
AGE RESTRICTE 177 UNITS
AGE RESTRICTED \,
PHASING PLAN
SCALE: 1 "=800'
PHASING SCHEDULE
PROPOSED PHASE
PROPOSED USE
TOTALAREA
(ACRES)
AREA IN LOTS
(ACRES)
AREA IN ROW
AND PRIVATE
STREETS (ACRES)
35% OPEN SPACE
REQUIRED FOR NON-
AGE RESTRICTED
(ACRES)
45% OPEN SPACE
REQUIRED FOR
AGE RESTRICTED
(ACRES)
OPEN SPACE
PROVIDED (ACRES)
% OPEN SPACE
PROVIDED
PHASE IB
Residential/Commercial
27.90
14.41
3.00
9.77
-
10.49
38%
PHASE IIB
Residential
73.61
38.57
20.98
12.14
9.74
25.76
21.62
-
22.90
31%
PHASE 111
Residential 61.77
YARD BACK TO BACK OPTION: N/A
31.05
50%
PHASE IV
Age Restricted
Residential
8483
35.43
9.49
-
38.17
39.91
47%
PHASE V
Age Restricted
Residential
81.30
25.84
7.85
-
36.59
47.61
59%
PHASE VI
Residential
90.37
38.17
16.47
31.63
0
35.73
409'0
PHASE VII
Residential
80.05
25.70
10.76
28.02
43.59
S40/.
PHASE VIII
Residential
85.83
34.44
12.38
30.04
-
39.01
45%
PHASE IX
Residential
62.43
27.05
8.88
21.85
-
26.50
42%
TOTAL PROPOSED
1 2.78
648.09
260.59
90.71
1 168.69 1
74.76
1 296.79
1 46%
1 0.37
1 0.37
3
1.11
EXISTING OTHER
1 1.48
1 1.48
2
PHASE IA (EXISTING)
Age Restricted
Residential
185.09
40.22
21.63
-
83.29
123.24
67%
PHASE IIA (EXISTING)
Age Restricted
Residential
26.38
10.30
3.03
-
11.87
13.05
49%
COMMERCIAL
Commercial
28.77
-
-
-
-
-
-
CLARKECOUNTY
N/A
37.94
59.40
PHASE TOTALS 117.92
-
98.10
-
-
TOTAL EXISTING/OTHER
6.53
278.18
50.52
24.66
1
125.18
136.29
49%
TOTALPROJECT - -_ _
926.27
1 311.11 1
115.37
1 168.69 1
199.94
1 433.08
1 47%
RECREATION UNIT SUMMARY
RFCRFATION UNITS RFOLJIRFn-
PHASE IB,�
167 UNITS `;
T
I
LOT DIMENSION REQUIREMENTS:
SINGLE FAhMY SMALL L016
MIN. LOT SIZE: 3,750 SF
MIN. YARDS:
FROM PUBLIC OR PRIVATE ROW: 25'
(THE FRONT SETBACK MAY BE REDUCED TO 15' PROVIDED
THAT THE RESIDENTIAL UNIT UTILIZES A REAR ALLEY FOR
ACCESS AND THERE ARE NO DRIVEWAYS ON THE PRIVATE
OR PUBLIC ROAD FRONTING THE RESIDENTIAL UNIT.)
SIDE YARD DETACHED OPTION: 5'
SIDE YARD ATTACHED OPTION 10'
REAR YARD: 15'
MINIMUM BUILDING SPACING ATTACHED OPTION: 20'
MIN.
LOT SIZE:
1,500 SF
MIN.
LOT WIDTH
END UNIT 22'
MIN.
LOT WIDTH
INTERIOR UNIT: 18'
MIN.
YARDS:
167
0
FROM
PUBLIC OR PRIVATE ROW WITH GARAGE: 25'
0
FROM
PUBLIC OR PRIVATE ROW WITHOUT GARAGE: 15
76
FROM
OFF STREET PARKING IAT: 15'
34
SIDE
YARD: 10'
PHASE III
REAR
YARD: 20'
0
REAR
YARD BACK TO BACK OPTION: N/A
LOT PHASING TABULATIONS
PHASE
PROPOSED PROPOSED
SINGLE FAMILY SINGLE FAMILY
DETACHED ATTACHED
EXISTING LOTS
TOTAL
PHASE IA (AGE RESTRICTED)
0
0
177
177
PHASE IB
0
167
0
167
PHASE IIA (AGE RESTRICTED)
0
0
76
76
PHASE IIB
183
34
0
217
PHASE III
68
133
0
201
PHASE IV (AGE RESTRICTED)
200
0
0
200
PHASE V (AGE RESTRICTED)
140
0
0
140
PHASE VI
171
130
0
301
PHASE VII
106
167
0
273
PHASE VIII
220
0
0
220
PHASE IX
158
0
0
158
TOTAL
1246
631
253
2130
NOTE: PHASE IA AND IIA ARE COMPRISED OF EXISTING RECORDED LOTS PURSUANTTO PRIOR
SUBDIVISION PLAN APPROVALS #11-01 AND 12-01, RESPECTIVELY. PHASE IIA INCLUDES
METALMARK DRIVE.
TYPE PHASE 1
PHASE II
PHASE III
PHASE IV PHASE V _ PHASE VI
PHASE VII
PHASE VIII
PHASE IX
TOTALS
UNITS IRECUNITS1
UNITS 1RECUNrrs
UNITS RECUNITS1
UNITS REC UNITS UNITS REC UNITS UNITS
REC UNITS
UNITS IRECUNITS
UNITS
REC UNITS
UNITS REC UNITS
UNITS
REC UNITS
SINGLE FAMILY ATTACHED 167 5.57 1
34 1.13
133 4.43 1
0 0.00 0 0.00 130
4.33
167 5.57
0
0.00
01 0.00
631
21.03
SINGLE FAMILY DETACHED 177 23.60 1
259 34.53
68 9.07
200 26.67 140 18.67 171
22.80
106 1 14.13
220
1 29.33
158 21.07
1499
199.87
NOTE: CALCULATION ASSUMES ALL SINGLE FAMILY DETACHED UNITS DEVELOPEDAS SINGLE FAMILY SMALL LOT AND THEREFORE SUBJECTTO RECREATION UNIT RATIO OF 4 RECREATION
UNITS PER 30 DWELLINGS INCLUSIVE OF COMMUNITY CENTER REQUIREMENT. THE RECREATION UNIT RATIO APPLICABLE TO SINGLE FAMILY ATTACHED UNITS IS 1 RECREATION UNIT PER
30 DWELLING UNITS.
RECREATION UNITS PROVIDED: _
COMBINEDTOTAL
2130
220.90
TYPE **PHASE I
PHASE 11
PHASE III
PHASE IV PHASE V PHASE VI
PHASE VII
PHASE VIII
PHASE IX
TOTALS
QTY REC UNITS
QTY REC UNITS
QTY REC UNITS
QTY REC UNITS QTY REC UNITS QTY REC UNITS
QTY REC UNITS
QTY
REC UNITS
QTY REC UNITS
QTY
REC UNITS
COMMUNITY BUILDING t 1 74.07
1 74.07
2
148.14
OUTDOOR POOL/ BATHHOUSE 1 14.81
1 14.81
2
29.63
PLAY COURTS
1 2.78
1 2.78
2
5.56
BOATLAUNCH 1 0.37
1 0.37
1 0.37
3
1.11
TOT LOT
1 1.48
1 1.48
2
2.96
HIKER/ BIKER TRAILS * 12.77
* 5.37
* 4.87
* 3.20 * 3.32 * 6.04
* 1.01
*
36.60
LAKE ACCESS TRAILS
* 0.18
* 0.13
* 0.80 * 0.18
* 0.15
*
0.28
* 0.47
*
2.18
LAKE TRAIL (VDGIF PROPERTY)
7.72
* 1.43
* 7.93 * 3.67
* 4.50
*
6.25
* 12.01
*
59.40
PHASE TOTALS 117.92
14.75
98.10
11.93 10.32 7.52
5.66
6.53
12.85
285.58
t Community center requirement to be satisfied by combination of community building, outdoor pool/bathhouse, and related facilities, such as play courts.
*Trail system recreation unit calculations are based on the trail system shown on the Master Development Plan sheet and are subject to change with final engineering.
**Phase I values reflect existing facilities.
RIGHT-OF-WAY
6' PLANTING
STRIP
5' SIDEWALK
II I 1111
MIN. 45' RADIUS TO EDGE OF PAVEMENT (GUTTER
PAN) UNLESS STREET SERVES 25 OR FEWER
DWELLINGS AND IS LESS THAN 0.25 MILES IN LENGTH.
TYPICAL PUBLIC
CUL DE SAC DETAIL
(NOT TO SCALE)
TYPICAL PRIVATE
CUL DE SAC DETAIL
(NOT TO SCALE)
10' Min.
HIKER; BIKER TRAIL DETAIL
�- 4' Min.------]
112' PEDEST
44' W
I ACCESS ESM
I WITH C FC
110' HIKER/BIKER' 30'
I TRAIL 1 7' 4' INTERMEDIATE 2' 7'
COURSE
2_Osy I 1 G-6 GG -6
I - 2�% 2.08%
I I SURFAC BASE ASPHALT
COURSE (IF REQUIRED)
1 I I
UD -4 J BASE COURSE UD -4
TELEPHONE IF REQUIRED SEWER (IF REQUIRED)
& CABLE ( ) STORM
ELECTRIC WATER MAIN TYPE 1 PUBLIC STREET SEWER
cAs URBAN COLLECTOR NO PARKING (GS -7) 30 MPH DESIGN SPEED
RACHEL CARSON DRIVE (EAST OF LAKE FREDERICK DR.�
(NOT TO SCALE)
m
ROW "1 o� � o 57' ROW
-�
31'
7 MIN.
' ARKIN 11' FC1
1' 1 5' S W 1 7' 4' INTERMEDIATE 2' 7 5' S W 1'
2 08% CG -6 COURSE CG -6 1
L�- ----_
I 2.08% 2.08% _ r ;.
( SURFAC BASE ASPHALT
COURSE (IF REQUIRED)
UD -4J BASE COURSE UD -4
(IF REQUIRED) SANITARY (IF REQUIRED)
TELEPHONE GAS WATER MAIN SEWER STORM
& CABLE
TYPE 2 PUBLIC STREET SEWER
31' CURB TO CURB PARKING ONE SIDE IGS-SSAR) 30 MPH DESIGN SPEED
(ADT >2000 OR 1 ACCESS OVER 40 LOTS)
(NOT TO SCALE) �Svd'
4
A
ROW �pa��e��n� ROW
a 50'
CF
F
1' 5' S W 1 7' 4' 1 INTERMEDIATE 2' 7 5' S W I.1'
2�G-6 COURSE CG -6
1 � a
«,. 2.08% 2.08%
SURFAC BASE ASPHALT
J COURSE (IF REQUIRED)
UD -4J SANITARY BASE COURSE UD -4
(IF REQUIRED) SEWER (IF REQUIRED)
TELEPHONE GAS WATER MAIN STORM
& CABLE TYPE 3 PUBLIC STREET SEWER
24' CURB TO CURB PARKING ONE SIDE (GS-_SSAR) 25 MPH DESIGN SPEED
3it. Concrete
_ ..Ugrenate Base
-" Approx. 4" Mulch
Undisturbed Soil Base
LAKE & LAKE ACCESS TRAIL DETAIL
NOTE: Lake trail to be constructed as mutually agreed with VDGIF.
(ADT <2000
LANE TREES
(SEPAR417E BID 17CM FROM STREETS)
50' R/W
15'
2 4'
8 GRADE AS SHOWN
�y ''i l
10'HIKER/BIKERTRA-�'��
DESCRIPTION
BBR
DESIGN
JAE
DRAWN
CMM
I CHKD
SCALE
-"•'
JOB No.
�'
DATE
DECEMBER 14, 2012
FILE No. 6742-D-ZP-001
SHEET
2 OF 6
^
tl
& 2 SM 12.5A)
4.5'
BM -25.0-12.5A
5' GRASS
STRIP
�
8-21-8
CG -6
8
AGGREGATE LAYERS
70 EXTEND 1' BEYOND BACK OF CURB.
TYPE 4 PRIVATE STREET
4 DRIVE (WEST OF LAKE
(NOT TO SCALE]
LANE 7REES
(SE'PARA 7E DID ITEM FROM STREETS)
JO' R/W
AS SHOWN I
GRASS STRIP
o CRADE A rsoewmM- I SI SHOWN m
SHOWN 510tWAl.# LLCii
3 a y w a
k " 1.5" SM -12.5A Ry g
;i J" -25.0 G ffi
5' GRASS STRIP Iw 7 "-8" 21-8 T
CGs � 5' GRASS STRIP
AGGREGATE LAYERS TO EXTEND P BEYOND BACK OF CURB.
TYPE 5 PRIVATE STREET
NOTE: (NOT To SCALE)
1. THE APPLICANT MAY EMPLOY TRAFFIC CALMING MEASURES AT THEIR DISCRETION TO SLOW VEHICULAR TRAFFIC WITHIN THE COMMUNITY.
2. WATER AND SEWER LINES WILL BE LOCATED AS SHOWN IN TYPICAL ROAD SECTIONS, CONSISTENT WITH PRIOR PLAN APPROVALS AND EXISTING
INFRASTRUCTURE. P A . M NT OF AID I INFE COORDINATED WITH VDOT DURING .ON TR 1 .TION PLAN REVIEW.
ELECTRIC
ELECTRIC
�p,LTH pF ■rr
. . CO FRANCIS 5
Lic. No. 34091
■rte SIpNAL � ■
r'
05/01/13 PER COUNTY COMMENTS
06/20/13 PER COUNTY COMMENTS
DATE
DESCRIPTION
BBR
DESIGN
JAE
DRAWN
CMM
I CHKD
SCALE
H: AS SHOWN
V:
JOB No.
6742-01-003
DATE
DECEMBER 14, 2012
FILE No. 6742-D-ZP-001
SHEET
2 OF 6
i-.
ENVIRONMENTAL FEATURES TABULATIONS LEGEND
r \
\ \ r
\ INN
7
ACREAGE
%OF
OPEN SPACE
% OF
TOTALSITE
OPEN SPACE 300.89
100.00%
46.43%
FLOODPLAIN -
R5
-
LAKES AND PONDS -
-
MUNGER STEVEN
STREAMS 4.30
1.43%
0.66%
WETLANDS 2.10
1 0.700A
0.32%
STEEP SLOPES (>50a/°) 1 1.44
1 0.48% 1
0.22%
M LIMITS OF APPLICATION
1__ 1 EXISTING STRUCTURE
- - EXISTING LOT
{ EXISTING STREAM
FLOODPLAIN
•r -- - I 1 \ / , v`' 1 -Y \ / \ _ NOTE: TABULATIONS REFLECT THE APPLICATION AREA OF 648.09 AC., ®
�- � AND NOTTHE ENTIRE PROJECT AREA OF 926.27 AC.
\ / '' / ' ' i \\ ) (� �.\ \ ---275 - EX. 5 CONTOUR
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I
ADJACENT OWNER TABLE
Map label Parcel ID Number
Owner Name
Zone
land Use
1
878 15132A
MREC SHENANDOAH INVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
R5
Open Sace
2
86 A 273H
MUNGER STEVEN
RA
Vaunt
3
86 A 273
CAMPBELLJOHN
RA
Vacant
4
86 A 273C
GIBSON BOBBY W & GLADYS E
RA
Agriculture
5
86 A 2733
GOLUDAY LARRY S&BONNIE M
RA
Vacant
6
86 A 272
DOVELLDANIELA
RA
Vaunt
7
86 A 223
WHITMAN ROYG&TARAF
RA
Agriculture
8
86 A 220
LEWIS HARVEY OTIS ETALS
RA I
Vacant
9
86 A 218
MAXJO LC
RA
Agriculture
10
87 A 15
MADISON FARMS LLC
RA
Residential
11
87 A 16B
GIBSON MONTIE W JR
RA
Residential
12
97 A 96
ASHWOOD BONNIE G&SHERYL R TAYLOR
RA
Residential
13
97 A 101
BOLYARDGARYA
RA
Vaunt
14
87 A 100
CLARK ROGER G
RA
Vaunt
15
97 A 99
LEE FLOYD L&SHIRLEYJ
RA
Vaunt
16
87 A 98
LEE FLOYD L&SHIRLEYJ
RA
Vaunt
17
87 A 97
ALPHONSE LAURIE
RA
Vaunt
18
87 A 97A
TOUSETJOSEA
RA
Vaunt
19
87 A 96A
CATLETT STELLAM
RA
Vaunt
20
87 A 958
SANDY MELVIN RICHARD & ETHYL L
RA
Vacant
21
87 A 95D
SANDY OR SLONAKER LLC
RA
Residential
22
27 A 12 CLARKE COUNTY
BENTON SADIE M TRUSTEE
AOC CLARKE COUNTY)
Residential
23
27 A 14 CLARKE COUNTY
GROVE EUGENE FJR&SALLY JO
AOC CLARKE COUNTY
Residential
24
27 A 11(CLARKE COUNTY)
VIRGINIA DEPARTMENTOF HIGHWAYS
AOC(CLARKECOUNTY)
Government
25
27A 15 CIARKECOUNTY
WILSON CLEVIAND&GLORIAJ SETTLE
AOCCLARKE COUNTY
Residential
26
97 A 107
RITTER BOYD D
RA
Residential
27
878 21218
MREC SHENANDOAH INVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
RS
Vaunt
28
878 21219
MREC SHENANDOAH I NVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
R5
Vaunt
29
878 21220
MREC SHENANDOAH I NVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
R5
Vaunt
30
97B 21221
MREC SHENANDOAH I NVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
R5
Vaunt
31
97B 21222
MREC SHENANDOAH INVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
RS
Vaunt
32
197B 21223
MREC SHENANDOAH I NVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
RS
Vaunt
33
87B 2122,4
MREC SHENANDOAH INVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
R5
Vaunt
34
87B 21225
MREC SHENANDOAH INVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
IS
Vaunt
35
87B 21226
MREC SHENANDOAH INVESTMENT LLC O LANSDOWNE DEVELOPMENT GROUP LLC
RS
Vaunt
36
87B 21228
MREC SHENANDOAH INVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
R5
Vaunt
37
875 21192
MREC SHENANDOAH INVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
R5
Vaunt
38
87B 21228A
MREC SHENANDOAH INVESTMENT LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
R5
Open Sau
39
87 A 1038
COMMONWEALTH OF VIRGINIA -DEPT OF GAME& INLAND FISHERIES
R5
Lake
40
27 A 18 CLARKE COUNTY
KNOWLES PARTNERSHIP LC
AOC CLARKE COUNTY
Agriculture
41
87 A IDSA
HEADLEY JAMES Q&DARLENEC
RA
Residential
42
87 A 105
HEADLEY JAMES Q&MICHAELA
RA
Residentlal
43
97 A 103A
HEADLEY KATHY
R5
Residential
44
3S A 1 CLARKE COUNTY
BATES LEA FARM LLC
AOC CLARKECOUN
Agriculture
45
94A1
WHEATLANDS LLC
RS
Vaunt
46
87B I I C
SHENANDOAH HOMEOWNERS ASSOCIATION INC
R5
Open Space
\ \\
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\� \ \
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✓}1\-\\.\.'-- --_� � \ `� \� sr�\`\\\S 1' \ i ` �^ �' ( i' � eeo �°�0_�lt � /� \\\ \\ � _ � `�� \\ .� �--� \ � 'b \ 1 I II \� � � -"�,.'
- -
t
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I \ ` ^� \ •-� � •/ =aro- �\
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i1� ��-='
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\\\ \ \ r-. / \ �• // / / j ; ` l i \Qe ! / ///�i • '' .r>�eso_ "` \ = \ % `" \ \\ �\ C\. ` 1 \ i I ...._ -` - ._..-
\ --1 GRAPHIC SCALE
200 400 600
/lam/ \� iy��/ ® / ► \ \ \ i _ �- //, ; {
f \\\\\\ IN FEET
p�
4o
CURVE TABLE
LINE TABLE
LINE
LENGTH
BEARING
L1
200.65
N65'03'15'W
L2
806.04
N64009'29'W
L3
768.60
S26°15'42'W
L4
399.69
S27°17'14'W
L5
623.82
S27.26'50'W
L6
47.38
S26°51'28'W
L7
32.71
S10.06'23'E
L8
22.92
S15.09'45'E
L9
39.02
S16.56'53'E
L10
58.70
S18'26'36'E
L11
157.99
S16044'S6,
L12
21.16
S61.12'20'E
L13
153.36
S61°57'40'E
L14
87.54
S61'48'47'E
L15
10,37
1164.53'49"E
L16
1373.34
S64°41'46'E
L17
893.76
S36'23'03"W
L18
260,95
S33'13'44'W
L19
856.36
S07.09'48'E
L20
488.78
S07'12'26'E
L21
829.90
S07.12'26'E
Lee
328.79
S12'27'46'W
L23
160.67
S12'27'46'W
L24
159.32
S05.05'40'E
L25
36,83
S74'56'10'W
L26
765.76
S49.42'24'E
L27
2419.74
S49°42'24'E
L28
798.91
S39°42'18'W
L29
76.23
S78°36'24'E
L30
198.69
S11'17'02'W
L31
1100,00
S78'42'58'E
L32
196.59
N11°23'36'E
L33
1226.12
S78'54'09'E
L34
413,80
S78'02'52'E
L35
1025,33
N26.05'39'E
L36
150.40
N29°13'12'E
L37
23,27
S76'37'04'E
L38
666.33
N26'41'02'E
L39
184.93
N26°41'02'E
L40
1291.60
N63'23'55'W
L41
1071.21
N26'33'54`E
L42
794.14
S63°36'31'E
L43
350.00
S26°2329"W
L44
42.47
S16°35'38'W
L45
507.69
S66°02'14'E
L46
302,79
N26'S6'S8'E
L47
240,67
N26.19'03'E
L48
180.38
N25.06'04'E
L49
128.63
N25'21'55'E
L50
192.08
N25°20'35'E
L51
84.35
N23'27'33'E
L52
894.77
N71°32'56'W
L53
829.38
N18.48'34'E
L54
898.80
S62044'26'E
L55
380,24
NSB°55'00'E
L56
365.78
N71.33'54'W
L57
199.65
N19.53'07'E
L58
360.61
S67°53'02'E
L59
707,32
N19°07'47'E
L60
444.17
N20°05'59'E
L61
205.55
N21°22'26'E
L62
774.79
N69'01'35'W
L63
486.62
N20°22'44'E
L64
1501,63
N69'07'54'W
L65
115.50
S20455'11'W
L66
676.50
N68027'08'W
L67
816.00
N62°05'14'W
L68
283232
N20°14'23E
L69
956.54
N65.00'07'W
L70
482.14
N27'55'48'E
L71
206,43
N49'13'25W
L72
221.65
N48015'52'W
L73
165.20
N45'40'11'W
L74
98.78
N42°56'41'W
L75
45.79
N41°20'03'W
L76N41°20'03'W
L77
12451.95 ,25
N38°07'21'W
L78
3530,43
S27°38'33'W
L79
1188.32
N65°03'13'W
CURVE TABLE
z
CURVE
LENGTH RADIUS
Cl
84.31
119.351
C2
60.43
96.69
C3
12.51
89.65
C4
19.77
61.57
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PLAN STATUS
05/01/13
PER COUNTY COMMENTS
06/20/13
PER COUNTY COMMENTS
DATE
DESCRIPTION
BBR
JAE
CMM
I
DESIGN
DRAWN
CHKD
SCALE H: AS SHOWN
V:
JOB No. 6742-01-003
DATE DECEMBER 14, 2012
FILE No. 6742-D-ZP-001
3 OF 6
SHEET
s
OW
cy` S
`sJ
LEGEND
■ ■ LIMITS OF APPLICATION
COUNTY BOUNDARY LINE
EXISTING STRUCTURE
EXISTING LOT
EXISTING STREAM
L FLOODPLAIN
LL��J OPEN SPACE
RECREATIONAL AMENITY
• • • • • • PROPOSED 4' LAKE ACCESS TRAIL
LAKE TRAIL PER MDP #06-00
® PROPOSED BOAT LAUNCH
(1) TYPE 1 ROAD
(2) TYPE 2 ROAD
(3) TYPE 3 ROAD C
(4) TYPE 4 ROAD
(5) TYPE 5 ROAD
CFD] SINGLE FAMILY DETACHED LOTS /
1'F
CFA] SINGLE FAMILY ATTACHED LOT/ WSJ I
4
11
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9
0001
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FRINGETREE
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vvv CENTER, POOL,
\ BATHHOUSE &
TENNIS COURTS
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NOTES:
1. PROPOSED LAKE ACCESS TRAIL SEGMENTS REFLECT APPROXIMATE LOCATIONS AND
WILL BE DEFINED WITH SUBDIVISION DESIGN PLANS.
2. PROPOSED LAKE TRAIL TO BE LOCATED AS GENERALLY SHOWN PER VDGIF
APPROVAL. FINAL LOCATION OF SAID TRAIL TO BE DETERMINED WITH SUBDIVISION
DESIGN PLANS AND WILL BE CONSTRUCTED PER STANDARDS ACCEPTABLE TO VDGIF.
3. SUBJECT TO HOA APPROVAL, THE IDENTIFIED COMMUNITY BUILDING WITHIN PHASE I
MAY BE USED FOR COMMERCIAL PURPOSES EITHER IN ITS ENTIRETY OR IN PART AS
PERMITTED BY THE R5 DISTRICT.
4. LOCATION OF WATER AND SEWER LINES ARE SHOWN WITH TYPICAL SECTIONS ON
SHEET 2 OF 4.
5. SWM/BMP LOCATIONS ARE CONCEPTUAL IN NATURE. FINAL FACILITY LOCATIONS,
SIZES, AND DESIGN WILL BE DEFINED WITH SUBDIVISION DESIGN PLANS.
6. BOUNDARIES OF AREAS DESIGNATED FOR SFD AND SFA LOTS MAY VARY TO
ACCOMMODATE FINAL SUBDIVISION DESIGN, BUT ONLY TO THE EXTENT POSSIBLE
PURSUANT TO OPEN SPACE REQUIREMENTS.
7. A TOTAL OF THREE (3) BOAT LAUNCHES SHALL BE PROVIDED PURSUANT TO VDGIF
SPECIFICATIONS AND APPROVAL CONSISTENT WITH ESTABLISHED MEMORANDUM OF
UNDERSTANDING. ONE (1) BOAT LAUNCH SHALL BE LOCATED AS GENERALLY SHOWN
ON THE MDP CONSISTENT WITH PRIOR PROJECT APPROVALS. THE REMAINING TWO (2)
SHALL BE PROVIDED WITHIN THE PHASES INDICATED IN THE RECREATION UNIT
SUMMARY ON SHEET 2 OF 4, WITH FINAL LOCATIONS AND ACCESS DETERMINED AT
o SUBDIVISION DESIGN PER VDGIF APPROVAL.
8. EXISTING CONNECTIONS TO RACHEL CARSON DRIVE MAY BE REMOVED WITH
PROVISION OF SUITABLE VEHICLE TURNAROUNDS ON COTTONTAIL DRIVE AND TUTELO
i LANE.
may
00
CCU
r ••'AApLTFi OF P i
FfL4Nc1S 5
i Lic. No. 34091
i� 4ai
% •% SIONAL •• ■
e, PLAN STATUS
05/01/13 PER COUNTY COMMENTS
06/20/13 PER COUNTY COMMENTS
a
DATE I DESCRIPTION
BBR JAE
DESIGN I DRAWN
CMM
I CHKD
SCALE H: AS SHOWN
V:
JOB No. 6742-01-003
DATE DECEMBER 14, 2012
FILE No. 6742-D-ZP-001
SHEET 4 OF 6
JI)if
ILII t/ !/ \ /� \\ i •/ / _ I t 1 I \ I / \ \ j _\ _ `_`\ \ \ (J
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LRITORE WATER TANK / 1 - / / 1 / . / / I \I� . -_• • ~ �\\ \\ \�� _ �� 1111\ \' 1111\\\ \\\ _ -
(APPROXIMATE LOCATION) \, ti. ) \\\� \\ �`<�\\\\\�\\\\ ' 1111\ �\ \ COMMUNITY J O
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N
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10, `TS <�' 1 IOSTIN - . \ I i / —
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I t' APPROVED WI / !! 1 \ 1 ( \ 0
+ o \\ 1 \\ . 0 \
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\ \ If , / l' ' T�' ; I �, / V' p •� ~ ` �\... t �e• ✓i// C / \' \\\\�- •i// \\ ` j J / \ `�. I IY , - e \\ "`-�`_, EXIs'1'INfi / /:.
LEGEND \\� _ �o �,,��. �y, `\i — '' _ \\ r— t1\\ \\ PROJECT c
1,
ENTRANCE \
■ M S M ■ LIMITS OF APPLICATION 1111\ � � � '♦'a e9 vev \•` I ��_- /r/ \•yl� �v \ \ \ l � 'fir, j 1y I /
COUNTY BOUNDARY LINE �\ \ /, ,�° !; gJ v - �✓ / \
~ ` \ \+ ` �j '� J �'' t p �}•O�'E,�-F f t `,. '.\ SW U
EXISTING STRUCTURE `\ \ \ 1' ,_ >� �p r�lli ' ( w , - / } OR. fig% r (<i \ \ \ ` y
EXISTING LOT \ \ .. _ '�� ,•.c j/
� f VPD 04` f`O• � c � r. `x ` �` ��PT e \
( o \ c 1 <
v.m . . .. EXISTING STREAM \ � \\ \\\}\�l� =./� ; � a� / \\ �e DR 21 \ \ \ 11,x` �� ` ; COMMERCIAL Ao `"` �'\ Z E-+ W
n W W'
FLOODPLAIN
Z
COMMERCIALAI \ 0 O
\
RECREATIONAL AMENITY `\ � �VAV: \) I r/1/l �< ,�� _�A�� 11V��. f, l :v:� I-
r �< / /^ L -N \ r \` '^ .\ , r / i +j .r I - I 1 \ \ _ (APPROVED '••� : ��I
/ 1 \ \ r J \ \ / /� ` \ \ MDP#03-07) �. V W
(1) TYPE 1 PUBLIC ROAD i 11 \ !/// II / u \.� \� _ //!/j t,�/� f / ( /f //- \ \ti=- \ - - \ \ ((- W
\t I I I I I 1 / / 1 ` f'....� r) �\ / - lr� Q
(2) TYPE 2 PUBLIC ROAD\\ I \I \ % // l\III ♦_ o a ` _-\ `-...•_ I // / s/i �� -\ \ \ \ \ \ \
\��/"11111 71S \ _ / I _ I /�/r1`\ \\\ \ ( _ \\ \ a \ Z
`l�,j -� / J' e� � -\ , ,/r ✓i%rr/!_ �\r\ 1111 �\`\ \ I /'1111.. -- "` _, � . Q (n
(3) TYPE 3 PUBLIC ROAD \\ s 1r/ I o \ L , - 3z vvn r r ✓� /i/i/! - \\\ \ FF--��--II
)111!1 + 1 t ! !/f' f✓,i�� I ;.\\\
(4) TYPE 4 PRIVATE ROAD ) \ �` \ 1 \ I \ ' J \ / ,•. \ t \t /!/ii �" / \\
\�\) \, \\ \ \ �ilr//� \ \\ `�\ \\� \ :\ \ jJlr) - \\ \\ \\ \ W -J
(5) TYPE 5 PRIVATE ROAD a\\\\ \ \� i' \ \\\\� \1s, \ �r \/i//'/ r`� \ \\e _ ✓y j \ \\\ \\ \ \ 5,; E� Q
\\\\\\\ \ \\ �` \ \ \ \ \\\ '\
\\ 1111\\\ \\\``�)LWL
POTENTIAL FUTURE ACCESS LOCATION \ e\�\\\ `j \,; ) _ �\ • -- �, < \ ` ! 11I j / J \ y r- \
(FUTURE ACCESS LOCATIONS TO BE \��� \� ��� �� \ / ;fir%; �' "
\ -._�-.�, � '�`a� Illi!\I ( t l!` \\ \ � N
CONSTRUCTED AS STUB -OUTS OR AS , \ \ ;: \\ \ \
--_
\\\ e \
\\ - \>� l` \\ 1 \ \ 111111\ Q
ACCESS EASEMENTS DEPENDING ON THE �\\' z \' _
CONNECTIVITY REQUIREMENTS OF THE
NETWORK ACCEPTED INTO THE STATE I } 1 < _ . ��^.�r Pp� ! h f.- i_ 111 ,°R ^• _ ` , 1' \\\ - f 1 11 \ �r
SECONDARY SYSTEM. ULTIMATE QUANTITY_ �-e i" . . sJ \ �' / I)1 f \ a� _; C \\ 1 \ >% = \1\\\ / O
AND LOCATIONS OF ACCESS POINTS MAY I 1 \ '
VARY PURSUANT TO FINAL ENGINEERING r r J __\ ) 1 \
��' < �l TENNI <' jr V/ r�% ( / r-�="`� ��i� EXISTING \ I! / \_
DESIGN.) -- h s ` / I " CO MUNITY C i / ` ` \�`; - W
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