HomeMy WebLinkAbout02-16 Design Plan(FORMERLY SHENANDOAH)
MASTER DEVELOPMENT PLAN REVISION 3
GENERAL NOTES
1. THIS MASTER DEVELOPMENT PLAN INCLUDES THE FOLLOWING PARCELS ('THE PROPERTY'):
PARCEL ID# 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 DELINEATED BASED ON FREDERICK COUNTY GIS DATA.
04.01 Ac. Isla PL GA IUN RtvlatU MASIER DEVELOPMENT PLAN X03-15 WHICH RECEIVED FINAL ADMINISTRATIVE APPROVAL ON
�JULLY ♦01, 20�15.
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3. THE SITE IS ZONED R5 (RESIDENTIAL RECREATIONAL COMMUNITY) DISTRICT AS 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# 876-1-1-C: SUBDIVISION DESIGN
PLAN #02-10:
MASTER DEVELOPMENT PLAN #01-13
PRIVATE STREET WAIVER
4 MASTER DEVELOPMENT PLAN #06-14
3
MASTER DEVELOPMENT PLAN #03-15
APPROVED: APRIL 7, 2006
APPROVED: APRIL 7, 2006
APPROVED: DECEMBER 5, 2007
APPROVED: JUNE 3, 2011
APPROVED: AUGUST 22, 2013
APPROVED: AUGUST 13, 2014
APPROVED: AUGUST 22, 2014
APPROVED: JULY
APPROVED BY THE FREDERICK COUNTY DIRECTOR OF PLANNING AND DEVELOPMENT
✓��� ` °`'c�`�� 721-7 /6
SIGNATURE DATE
BY THE FREDERICK COUNTY ADMINISTRATOR
DATE
un K&m f
OWNER
MPD #02-16
MREC SHENANDOAH VA, LLC
C/O LANSDOWNE DEVELOPMENT GROUP, LLC
2553 DULLES VIEW, SUITE 400
HERNDON, VA 20171
(703) 995-1849
SIGNATURE
11177,116
DATE
VICINITY MAP
1 "=2000'
APPLICANT
LANSDOWNE DEVELOPMENT GROUP,
2553 DULLES VIEW DRIVE, SUITE 400
HERNDON, VA 20171
ATT: MR. TIMOTHY KISSLER
(703) 995-1849
SIGNATURE DATE
VIRGINIA
DESIGNER & ENGINEER
LLC BOWMAN CONSULTING GROUP LTD.
101 SOUTH STREET SE
LEESBURG, VA 20175
(703) 443-2400
HOMEOWNERS ASSOCIATION
SHENANDOAH HOMEOWNERS
ASSOCIATION INC.
140 BALD EAGLE DRIVE
OPEQUON, VA 22663
fYYY YYY YYY YYY YY Y Y Y Y Y Y Q
LAKE FREDERICK HOA
140 BALD EAGLE DRIVE
OPEQUON, VA 22663
51GNAIUHE 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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PLAN STATUS
05/01/13 PER COUNTY COMMENTS
06/20/13 PER COUNTY COMMENTS
04/15/14 PER CLIENT REVISION
06/04/14 PER AGENCY COMMENTS
08/18/14 PER AGENCY COMMENTS
107/27/161 PER CLIENT REVISION
71/21/16 1PER AGENCY COMMENTS1,'
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6742-01-003
DATE
DECEMBER 14, 2012
FILE No.
6742—D—ZP-001
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PLAN STATUS
05/01/13 PER COUNTY COMMENTS
06/20/13 PER COUNTY COMMENTS
04/15/14 PER CLIENT REVISION
06/04/14 PER AGENCY COMMENTS
08/18/14 PER AGENCY COMMENTS
107/27/161 PER CLIENT REVISION
71/21/16 1PER AGENCY COMMENTS1,'
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JOB No.
6742-01-003
DATE
DECEMBER 14, 2012
FILE No.
6742—D—ZP-001
SHEET 1 OF 6
�•.� PHASE IIB
176 UNITS
J PHASE VI %� PHASE III :
326 UNITS 152 UNITS: _
PHASE IIA
�• �' --��� \
AGE �RESTRICTED
PHASE VII
249 UNITS � �/� 000
on PHASE VIII
299 UNITS _� ' PHASE EK
169 UNITS
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PHASE IV r�' 0202 UNITS
PHASE V �__ AGE RESTRICTED ;
142 UNITS PHASE IA C i
AGE RESTRICTE \ 200 UNITS
AGE RESTRICTED .,
s,
PHASING PLAN
SCALE: 1 11=800'
PHASING SCHEDULE
PHASE IB
Residential
TOTALAREA
27.90
AREA IN LOTS
9.63
AREA IN ROW
AND PRIVATE
4.44
35% OPEN SPACE
REQUIRED FOR NON-
AGE RESTRICTED
9.77
45% OPEN SPACE
REQUIRED FOR
AGE RESTRICTED
-
OPEN SPACE
13.83
%OPEN SPACE
50%
PHASE IIB
Residential
74.38
23.90
16.27
26.03
-
34.21
46%
PHASE III
Residential
56.14
14.06
6.70
19.65
-
35.38
63%
PHASE IV
c
Residential
84.83
35.43
9.49
-
38.17
39.91
47%
PHASEV
Age Restricted
Residential
81.30
25.84
7.85
-
36.59
47.61
590A
PHASEVI
Residential
90.37
38.17
16.47
31.63
-
35.73
400/.
PHASE VII
Residential
80.05
25.70
10.76
28.02
-
43.59
54%
PHASEVIII
Residential
85.83
34.44
12.38
30.04
-
39.01
45%
PHASE IX
Residential
1 62.43
1 27.05
1 8.88
21.85
-
26.50
42%
TOTAL PROPOSED
1
1 643.23
1 234.22
1 93.24
166.99
74.76
315.77
49'0°
QTY REC UNITS QTY REC UNITS QTY REC UNITS
QTY REC UNITS
QTY
REC UNITS
QTY REC UN
QTY
REC UNITS
COMMUNITY BUILDING t
EXISTING/OTHER
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2
PHASE IA (EXISTING /AMENDED)
Age Restricted
Residential
185.09
43.61
22.21
-
83.29
119.27
64%
PHASE IIA (EXISTING)
Age Restricted
Residential
31.24
14.46
3.92
-
14.06
12.86
41%
COMMERCIAL
Commercial
28.77
-
-
-
-
-
-
CLARKECOUNTY
N/A
37.94
-
-
-
-
-
-
TOTAL EXISTING/OTHER
283.04
58.07
26.13
-
127.37
132.13
47%
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5.93
.HIKER/ BIKER TRAILS
* 12.77
* 5.37
* 4.87
TOTAL PROJECT
* 1.01
926.27 1
292.29
119.37
166.99
202.13
447.90
48•%
RECREATION UNIT SUMMARY
Df/'Df ATIMI I IAIITC DMI IIDCr1-
I
NO
PHASE IB
136 UNITS
LOT DIMENSION REQUIREMENTS:
SINGLE F'AIMY EMAIL IAT:
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'
ME• IJ:colill ..
MIN.
LOT SIZE:
1,500 SF
MIN.
LOT WIDTH
END UNIT 22'
MIN.
LOT WIDTH
INTERIOR UNIT: 18'
MIN.
YARDS:
•EXISTING
TYPE 2 7' 30' 56' 30 MPH
FROM
PUBLIC OR PRIVATE ROW WITH GARAGE: 25'
:•_: :
FROM
PUBLIC OR PRIVATE ROW WITHOUT GARAGE: 15'
------ ----
FROM
OFF STREET PARKING LOT: 15'
UNITS
SIDE
YARD: 10'
REC UNITS
REAR
YARD: 20'
MM•NO
71MM�iiiiiiiii%�i■iiiiiiii�iiiiiiii�iii
REAR
YARD BACK TO BACK OPTION: N/A
LOT PHASING TABULATIONS
NOTE: PHASE 1A AND IIA ARE COMPRISED OF EXISTING RECORDED LOTS PURSUANT TO PRIOR
SUBDIVISION PLAN APPROVALS #11-01AND 12-01, RESPECTIVELY. PHASE IIA INCLUDES
METALMARK DRIVE.
TYPE
PHASE I
PHASE II
PHASE III
PHASE IV
PHASE V
PHASE VI
PHASE VII
PHASE VIII
PHASE IX
TOTALS
•EXISTING
TYPE 2 7' 30' 56' 30 MPH
LOTS
UNITS
:•_: :
11-111 w_.II
R__ w___w
------ ----
- e MR
REC UNITS
UNITS
REC UNITS
UNITS
REC UNITS
r�*► iL�: -- --; •
------ ---------iiiiai
------
MM•NO
71MM�iiiiiiiii%�i■iiiiiiii�iiiiiiii�iii
---M�M/i�
MMi[•�II[I01
SINGLE FAMILY ATTACHED
136 4.53
0
0.00
[ 9: re{.Yd►Yi/etd �:t�:'1 i:1 [� to
y111 W rir]r�1�i��i�
1 0.00
1 0
0.00
--= N_
•
�
---
0
0.00
0 0.00
608
20.27
------------
- - - - - - - - - -
-
255
34.00
15 2.00
202
1 26.93
1 142
18.93
134
NOTE: PHASE 1A AND IIA ARE COMPRISED OF EXISTING RECORDED LOTS PURSUANT TO PRIOR
SUBDIVISION PLAN APPROVALS #11-01AND 12-01, RESPECTIVELY. PHASE IIA INCLUDES
METALMARK DRIVE.
TYPE
PHASE I
PHASE II
PHASE III
PHASE IV
PHASE V
PHASE VI
PHASE VII
PHASE VIII
PHASE IX
TOTALS
ROAD SECTIONS SHALL BE DESIGNED IN
ACCORDANCE WITH VIRGINIA DEPARTMENT OF
TRANSPORTATION PAVEMENT DESIGN GUIDE FOR
SUBDIVISION AND SECONDARY ROADS IN VIRGINIA.
TYPE 2 7' 30' 56' 30 MPH
UNITS REC UNITS
UNITS
REC UNITS
UNITS REC UNITS
UNITS
REC UNITS
UNITS
REC UNITS
UNITS
REC UNITS
UNITS
REC UNITS
UNITS
REC UNITS
UNITS REC UNITS
UNITS
REC UNITS
SINGLE FAMILY ATTACHED
136 4.53
0
0.00
137 1 4.57
0
1 0.00
1 0
0.00
192
1 6.40
143
1 4.77
0
0.00
0 0.00
608
20.27
SINGLE FAMILY DETACHED
200 26.67
255
34.00
15 2.00
202
1 26.93
1 142
18.93
134
17.87
106
1 14.13
299
39.87
169 22.53
1522
202.93
NOTE: CALCULATION ASSUMES ALL SINGLE FAMILY DETACHED UNITS DEVELOPED AS SINGLE FAMILY SMALL LOT AND THEREFORE SUBJECT TO RECREATION UNIT RATIO CI 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 /yyyyyyyyN_VyyVy%% A\
W
COMBINEDTOTAL
2130
223.20
A\
0
TYPE
**PHASE I
PHASE 11
PHASE III
PHASE IV PHASE V PHASE VI
PHASE VII
PHASE VIII
PHASE W
TOTALS
QTY REC UNITS
QTY REC UNI
QTY REC UNITS
QTY REC UNITS QTY REC UNITS QTY REC UNITS
QTY REC UNITS
QTY
REC UNITS
QTY REC UN
QTY
REC UNITS
COMMUNITY BUILDING t
2 148.15
O
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2
148.14
OUTDOOR POOL/ BATHHOUS
2 29.63
�a
H -
2
29.63
PLAY COURTS
1 2.78
0
1 2.78
U)
2
5.56
Q
BOATLAUNCH
1 0.37
^^w
1 0.37
1 0.37
3
1.11
TOT LOT
1 1.48
1 1.48
1 1.48
1 1.48
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5.93
.HIKER/ BIKER TRAILS
* 12.77
* 5.37
* 4.87
* 3.20 * 3.32 * 6.04
* 1.01
LIJ
*
36.60
O
LAKE ACCESS TRAILS
* 0.18
* 0.10
* 0.80 * 0.18
* 0.15
*
0.28
* 0.47
2.16
LAKETRAIL(VDGIFPROPERTY
* 15.89
* 7.72
* 1..43
* 7.93 * 3.67
* 4.50
*
6.25
* 12.0
*
59.40
PHASE TOTALS
211.07
14.75
7.89
11.93 10.32 7.52
5.66
6.53
12.8f
288.52
t Community center require bination of com Idi r 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.
EASEMENT
PLANTING STRIP
SIDEWALK
NOTE:
MIN. 45' RADIUS TO TO EDGE OF PAVEMENT (GUTTER PAN)
UNLESS STREET SERVES LESS THAN 25 OR FEWER
DWELLINGSAND IS LESS THAN 0.25 MILES IN LENGTH.
TYPICAL PRIVATE CUL DE SAC
DETAIL FOR ROADS SERVING
MORE THAN 25 LOTS
3
jol
TYPICAL PRIVATE CUL DE SAC
DETAIL FOR ROADS SERVING 25
OR FEWER LOTS
To SCA -0
10' Min.
HIKER f BIKER TRAIL DETAIL
U.T.5,
4' Min.
EASEMENT"Ay P $
A
5. Z
C P
I 1
1' 5' S W11 4' PAVEMENT INTERMEDIATE
"T'�Y'P,E
TRAIL PLA ING CG -6 "'C COURSE
1 S IP CG -6
�II� _ 2.08% 2.08%
N
I j SURFACEBASE ASPHALT
I COURSE (IF REQUIRED) //I
i UD4 IF REQUIRED)
UD4 IF REQUIRE SANITARY SEWE BASE COURSE
(MIN 10'
TELEPHONEY WATER MAI SEPARATION FROM
& CABLE (MIN 10' WATER MAIN)
GAS SEPARATION FROM
SAN. SEW.)
AS APPLICABLE STO MWATER PRIVATE STREET TYPICAL SECTION MANAGEMENT FACILITY MAY (*>¢"riT TO Qom'
BE PLACED IN SHOULDER
AREA PRIVATE STREETS
3it. Concrete
_ ..Jgrenate Base
LAKE ACCESS TRAIL DETAIL
Nr.s.
EASEMENT
MI
€ 5' S/W 1'
'LANNG EXCEPT FOR
ST,fiTYPE 1)
- � �_ J-
I
STORM ELECTRIC
SEWER
PRIVATE STREET TYPE
PLANTING
STRIP
P
PAVEMENT
A
EASEMENT
DESIGN
SPEED
PAVEMENT SECTION
TYPE 1 RACHEL CARSON DRIVE
(NO DIRECT ACCESS FROM LOTS)
7
301
61'
30 MPH
ROAD SECTIONS SHALL BE DESIGNED IN
ACCORDANCE WITH VIRGINIA DEPARTMENT OF
TRANSPORTATION PAVEMENT DESIGN GUIDE FOR
SUBDIVISION AND SECONDARY ROADS IN VIRGINIA.
TYPE 2 7' 30' 56' 30 MPH
TYPE 3 7' 24' 50' 25 MPH
TYPE 5' 22' 44' 20 MPH
C)0
E
CONSTRUCTION NOTES
1. AS SPECIFIED WITH THIS WAIVER EXHIBIT AND AS SHALL BE FURTHER DETAILED ON SUBSEQUENT DEVELOPMENT PLANS, ALL PRIVATE STREETS SHALL
MEET THE FOLLOWING VDOT STANDARDS:
i. ALL STRUCTURAL SECTION DESIGN STANDARDS;
ii. MATERIAL COMPOSITION AND QUALITY STANDARDS;
iii. CONSTRUCTION STANDARDS, TECHNIQUES, AND WORKMANSHIP QUALITY STANDARDS;
iv. DRAINAGE AND STORM WATER MANAGEMENT SYSTEMS;
V. ALL THE DESIGN, TESTING AND MATERIALS, AND IN-PLACE QUALITY TESTING AND AS -BUILT DRAWINGS FOR THE ROAD SYSTEM MUST BE
CERTIFIED BY THE DEVELOPER, THE BUILDER, AND A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF VIRGINIA, THAT THE ROADS MEET
ALL OF VDOT STRUCTURAL AND QUALITY STANDARDS, AND THE PLANS ARE SUBMITTED TO THE FREDERICK COUNTY ENGINEER AND THE
FREDERICK COUNTY PLANNING DEPARTMENT.
2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM AVAILABLE RECORDS. THERE MAY BE OTHER UTILITIES NOT
SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START
OF CONSTRUCTION AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE INFORMATION SHOWN ON THESE PLANS. BOWMAN CONSULTING GROUP
DOES NOT CERTIFY TO THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITY SHOWN ON THIS PLAN. THE CONTRACTOR SHALL CONTACT "MISS UTILITY"
AT 811 PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION.
3. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR
CONTIGUOUS TO EXISTING RIGHT-OF-WAY.
4. A SMOOTHING GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING ROAD TO THE CURB AND GUTTER TO PRECLUDE THE FORMING OF FALSE
GUTTERS AND/OR THE PONDING OF ANY WATER ON THE ROAPWAY.
5. ALL CONTROLLED FILL, BASE, AND SUBBASE MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-99 METHOD A, AND WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH OF ANY DEDICATED RIGHT-OF-WAY. DENSITY MUST
BE VERIFIED BY A QUALIFIED SOILS ENGINEER. CONTROLLED FILLS SHALL BE COMPACTED IN NO GREATER THAN EIGHT -INCH LIFTS (LOOSE THICKNESS) TO
THE SPECIFIED DENSITY, BEGINNING FROM THE EXISTING GRO';ND SURFACE, UNLESS OTHERWISE APPROVED IN WRITING BY A QUALIFIED SOILS ENGINEER.
6. STORM SEWER AND CULVERT PIPE SHALL BE REINFORCED CONCRETE CLASS III PIPE TO CONFORM TO THE CURRENT AASHTO DESIGNATION M170, UNLESS
OTHERWISE DESIGNATED.
7. ALL MATERIALS AND CONSTRUCTION WILL CONFORM TO CURRENT SPECIFICATION AND STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND
FREDERICK COUNTY.
8. ADDITIONAL DITCH LININGS SHALL BE PROVIDED AT THE DEVELOPERS EXPENSE IF DETERMINED NECESSARY BY THE COUNTY INSPECTOR DURING FIELD REVIEW.
9. DURING ROUGH GRADING OF THE SITE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GEOTECHNICAL ENGINEER IF GROUND WATER SEEPAGE IS IDENTIFIED.
IDENTIFICATION OF SUCH GROUND WATER MAY REQUIRE THAT (ADDITIONAL) UNDERDRAINS OR COMBINATION DRAINS BE INSTALLED TO PROTECT THE INTEGRITY OF
THE FILL SLOPES AND/OR FINAL PAVEMENT.
10. STREET SURFACES SHALL BE MAINTAINED IN A CLEANED CONDITION, MUD AND DUST FREE AT ALL TIMES. ADEQUATE MEANS SHALL BE PROVIDED TO CLEAN
TRUCKS AND OTHER EQUIPMENT USING THE COMPLETED STREETS.
11. STANDARD GUARDRAIL AND HANDRAIL SHALL BE INSTALLED AT THOSE LOCATIONS AS DESIGNATED DURING FINAL FIELD INSPECTIONS BY FREDERICK COUNTY.
12. ALL DISTURBED RIGHT-OF-WAY MONUMENTS ARE TO BE REPLACED AND VERIFIED BY A CERTIFIED LAND SURVEYOR AT THE DEVELOPERS EXPENSE.
13. ALL RETAINING WALLS 2 FEET IN HEIGHT AND GREATER REQUIRE A SEPARATE BUILDING PERMIT.
14. CONTRACTOR/DEVELOPER SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
15. DRAINAGE AND STORMWATER MANAGEMENT WILL BE PROVIDED IN ACCORDANCE WITH VDOT AND VIRGINIA SWM REGULATIONS.
16. PRIVATE STREET WAIVER APPROVED BY BOARD OF SUPERVISORS ON AUGUST 13, 2014.
prox. 4" Mulch
rbecl Soil Base
Lake trail to be constructed as mutually agreed with VDGIF.
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PLAN STATUS
95/01/13 PER COUNTY COMME[
D6/20/13 PER COUNTY COMMEl'
34/15/14 PER CLIENT REVISION
D6/04/14 PER AGENCY COMME[
08/18/14 PER AGENCY COMMEI
07/27/16 PER CLIENT REVISION
11 /21 /16 PER AGENCY COMMU
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
20F 6
` -1, ENVIRONMENTAL FEATURES TABULATIONS
{, }4
✓ �� \ �\ )� 1 r \ i \ NOTE: TABULATIONS REFLECTTHE APPLICATION AREA OF 648.09 AC.,
AND NOTTHE ENTIRE PROJECTAREA OF 926.27AC.
ADJACENT OWNER TABLE
Map Label
ACREAGE
% OF
OPEN SPACE
% OF
TOTAL SITE
OPEN SPACE
300.89
100.00%
46.43%
FLOODPLAIN
-
-
-
LAKES AND PONDS
-
-
3
STREAMS
4.30
1.43%
0.66%
WETLANDS
2.10
0.70°/
0.32%
STEEP SLOPES (>50%)
1.44
0.48%
0.22%
ADJACENT OWNER TABLE
Map Label
Parcel ID Number
Owner Name
Zone
Land Use
1
87A 103
MREC SHENANDOA H VA LLC C/O LANSDOWN E DEV ELOPMENTGROUP LLC
R5
Vacant
2
87A95D
SAN DY OR SLONAKER LLC
RA
Residential
3
87 5 1
WHITMAN ROBERT GREY TRUSTEE
RA
Residential
4
27A 14 (Clarke)
GROVE EUGENE F JR & SALLY
AOC
Residential
5
27A 16 (Clarke)
MRECSHENANDOAH VA LLC C/O LANSDOWNE DEVELOPMENT GROUP LLC
AOC
Vacant
6
87B 2 139C
LAKE FREDERICK HOMEOWNERS ASSOCIATION
R5
Open Space
7
87A103B
COMMONWEALTH OF VIRGINIA-DEPTOFGAME&INLANDFISHERIES
R5
Lake
8
87 A 103A
HEADLEY KATHY A
R5
Residential
9
35 A 1(CLARKE COUNTY)
BATES LEA FARM LLC
AOC (CLARKE COUNTY)
Agriculture
10
94 A 1
WHEATLANDS LLC
RS
Vacant
11
87B 12 31C
SHENANDOAH HOMEOWNERS ASSOCIATION INC
R5
Open Space
12
87 A 1058
HEADLEY CHRISTOPHER JASON &ANGELA
RA
Vacant
�. / \ \ FBF F p \\\\-
IN
-" LEGEND
'~: ti _.`%/ `` \ /. 4 ,,- �' `` -.�..' ,l tt •' °'�'`�\,,\'\, C -C7\ `\ �t --• f 'r ,.r ,-- -"�, -•,� l` I ,f ® -�,* w \ e,�N�RO \
LIMITS OF APPLICATION
( f j #I / •/ ) ��\\ \��� f� , ` y 1 _ F \ EXISTING STRUCTURE
�� l �V 1 ) \ ) / - \ \ \ 1 r �� j• V `� ExlsrlNG Lor
EXISTING STREAM
3 FLOODPLAIN
275 EX. 5 CONTOUR
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STEEP SLOPES (>50%)
DELINEATED WETLANDS
CURVE TABLE
LINE TABLE
LINE
LENGTH
BEARING
L1
200,65
N65'03'15'W
E2
806,04
N64'09'29'W
L3
768.60
S26.15'42'W
L4
399,69
S27.17'14'W
L5
623.82
S27.28'S0'W
L6
47.38
S26'S1'28'W
L7
32.71
I 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
S16.44'56'E
L12
21,16
S61°12'20'E
L13
153.36
S61°5740 -E
L14
87,54
S61'48'47'E
L15
107
,3
N64.53'49'E
L16
1373,34
S64'41'46'E
L17
893.76
S36'23'03'W
L18
260,95
S33'13'44'W
119
856,36
S07'09'48'E
L20
488,78
S07.12'26'E
L21
829,90
S07.12'261E
L22
--T-60,67
328.79
S12'27'461W
L23
S12.27'46'W
L24
159.32
S05.05'40'E
L25
36,83
S74.56,JVW
L26
765.76
S49.42'24E
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 1
S78°42'58'E
L32
196,59
Nll'23'36'E
L33
1226.12
S780541091E
L34
413,80
S78 -02152-E
L35
1 1025,33
N26 -05139-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'S5'W
L41
1071.21
N26'33'S4'E
L42
794,14
S63.36'31'E
L43
350.00
S26.23129'W
L44
42,47
S16.35'38'W
L45
507.69
S66.02'14'E
L46
302,79
N26.56'58'E
L47
240,67
N26.19'03•E
L48
180.38
N25'06'04'E
L49
128,63 1
N25 21 55 E
L50
192.08
N25'20135'E
L51
84,35
N23.27'33'E
L52
894,77
N71.12'561W
L53
829,38
N18.48'34'E
L54
898,80
S62.44'26'E
L55
380.24
N18.55'00'E
L56
365.78
N71.33'54'W
L57
199.65
N19.53107'E
L58
360.61
S67.53'02'E
L59
707.32
N19°07'47'E
L60
444,17
N20.05'591E
L61
205.55
N21.22'26'
L62
774,79N69'01'35'
L63
486.62
N20°22'4
L64
1501.63
N69.07'54'
L65
115,50
S20'S5'il'
L66
676.50
N68'27'08'
L67
816,00
N62'OS'14'W
L68
2832,72
N20'14'23'E
L69
956,54
N65600107'W
L70
482.14
N27.5548'E
L71
206.43
N49.13'25'W
L72
221,65
N48615'52'W
03
16520
N45'40'11'W
L74
98,78
N42.56'41'W
L75
45.79
N41.20'03'W
L76
51.95
N41'20'03'W
L77
124.25
N38.07'21'W
L78
3530,43
S27.38'331W
179
1188.32 1
1465'03'13'W
CURVE TABLE
CURVE
LENGTH
RADIUS
C1
84.31
119,35
C2
60.43
96.69
C3
12,51
89.65
C4
19,77
61,57
C0
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J
Q
0
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JAE
DRAWN
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0
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0
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LLJ
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Lr
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0
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W
LWi
U
J
Q
I
W
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of
Z
W
O
W
W
46
a
0
I4
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PLAN STATUS
05/01/13 PER COUNTY COMMENTS
06/20/13 PER COUNTY COMMENTS
04/15/14 PER CLIENT REVISION
06/04/14 PER AGENCY COMMENTS
08/18/14 PER AGENCY COMMENTS
07/27/16 PER CLIENT REVISION
11/21/16 IPER AGENCY 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
3 °F 6
NOTES:
' 1. PROPOSED LAKE ACCESS TRAIL SEGMENTS REFLECT APPROXIMATE LOCATIONS AND
WILL BE DEFINED WITH SUBDIVISION DESIGN PLANS.
eZ
.' a\ ; s' � � •, '`°• 2. PROPOSED LAKE TRAIL TO BE LOCATED AS GENERALLY SHOWN PER VDGIF
F' C APPROVAL. FINAL LOCATION OF SAID TRAIL TO BE DETERMINED WITH SUBDIVISION
ee No� FRFo RAF �(� DESIGN PLANS AND WILL BE CONSTRUCTED PER STANDARDS ACCEPTABLE TO VDGIF.
�9
by F C
H s i net �/C ��//� a ='r 3. SUBJECT TO HOA APPROVAL, THE IDENTIFIED COMMUNITY BUILDING WITHIN PHASE I
C' MAY BE USED FOR COMMERCIAL PURPOSES EITHER IN ITS ENTIRETY OR IN PART AS
�`. ����
CIO MAY
F��tiT PERMITTED BY THE R5 DISTRICT.
��� �, Rpy „ 4. LOCATION OF WATER AND SEWER LINES ARE SHOWN WITH TYPICAL SECTIONS ON
j' �< A�_ 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 .w
ACCOMMODATE FINAL SUBDIVISION DESIGN, BUT ONLY TO THE EXTENT POSSIBLE Y/
SF® R� �� PURSUANT TO OPEN SPACE REQUIREMENTS.
SFD �F`D
`
'§ 7. A TOTAL OF THREE (3) BOAT LAUNCHES SHALL BE PROVIDED PURSUANT TO VDGIF Z
SPECIFICATIONS AND APPROVAL CONSISTENT WITH ESTABLISHED MEMORANDUM OF
*� t•
SFD cboF p., UNDERSTANDING. ONE (1) BOAT LAUNCH SHALL BE LOCATED AS GENERALLY SHOWN
„,o°�•(•• ,, SFA TO `�Y � � �pR N
PDQ 7� T) 4 Q oR �R. .y ON THE MDP CONSISTENT WITH PRIOR PROJECT APPROVALS. THE REMAINING TWO (2) O
SHALL BE PROVIDED WITHIN THE PHASES INDICATED IN THE RECREATION UNIT
F ^� 34 7 SFD SUMMARY ON SHEET 2 OF 4, WITH FINAL LOCATIONS AND ACCESS DETERMINED AT
^m SFA 1j / ��® �Nlh o a SUBDIVISION DESIGN PER VDGIF APPROVAL.
F
O SFA o o SFI°e D 00 V
v 8. EXISTING CONNECTIONS TO RACHEL CARSON DRIVE MAY BE REMOVED WITH
(APP ox IDUTE LOCAIFUTURE WATER TION) , FRGgM QQA �� SFD ,;, PROVISION OF SUITABLE VEHICLE TURNAROUNDS ON COTTONTAIL DRIVE AND TUTELO
m LANE.
Jen � 4•/ SFA ®� SFD
i
SF �ZQO� S i SFD \ FD7 E
yCl 0
0 n
SFD SFD Lu
o 0
t t SFA � �a.. ~ dal M y c
+ FD, SFD' • ems. pg. '/�, m .m $ m
D� EC SFA` #• ° • ` �� Sid ° % \* /� SEE NOTE 8 f 0 ti ci 3
,
F. SFA E m d o x m
z..
Ie ` ?� e` e. J� `' R -� '.'`:. .'`s� �S v ,�O •_ 1 ;_::.. s t ,(r♦. m .- � a u_ 3 p
SFA FA/ SFDFD SFA SFA`s
SFA
.�,\s� WMt '•.. •\ ,m)m. 6E: LfSoR PYRoASE 2TAi,\4�iXS7I,U
LEGEND ;Wm/ APPROVED
—
QzCD
Cy�
LIMP
■ ■ LIMITS OF APPLICATION SFD z ° '� • '
t I SFA �i°4• i ' . •: \`\ .. o � 1. c'1- � EXISTING Q
i t ., 1 a \, ® 9y fp A j PROJECT
COUNTY BOUNDARY LINE /� f Flr
�
eSF SFD ; i \ 'SFA ' ®®'�ENTRANCE
EXISTING STRUCTURE �� �S
F SFD
F v ' i SFD F 0v5N \� °, �� �<< TOT tA00T E pad J O
EXISTING LOT a �.. i �F e • ` \ ti, SFA, p� �, i'p' J W U
�<:� + SFA So[7x T Q W
.. ............a EXISTING STREAM
SFD f� c--.� y� OR.` 't•:;, �r �' � Y
SFD L A I)_ f W U
\DE
A FLOODPLAIN �� FD,,' �. FD \ fs, '- ._ �FREo ? W
SFD SFD ^i Zi•, A v ✓ F F D ,• Z
d
/ W
SF
D
OR. � SFD .''v..SFA � F� �-� `I� di
SFD
�i �, SFAS- 0 SF. �` F -t --I LL -
Foy ` �4i SF \ : A 4�
OPEN SPACE SFD
-/ $F W
COMMERCIAL06
H
Q /
RECREATIONAL AMENITY �. a4F 'o • 4 \ pER01� \ �� W
0SFD CT, i A \ • (APPROVED WITH
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PLAN STATUS
05/01/13 PER COUNTY COMMENTS
06/20/13 PER COUNTY COMMENTS
04/15/14 PER CLIENT REVISION
i 06/04/14 PER AGENCY COMMENTS
i 08/18/14 PER AGENCY COMMENTS
07/27/16 PER CLIENT REVISION
11/21/16 PER AGENCY COMMENTS
DATE DESCRIPTION
BBR JAE CMM
DESIGN I DRAWN I CHKD
SCALE H: AS SHOWN
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JOB No. 6742-01-003
DATE DECEMBER 14, 2012
1600
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M ._ - _._ ♦.FJ ENTRANCE
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CONNECTIVITY REQUIREMENTS OF
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PLAN STATUS
05/01/13 PER COUNTY COMMEN
06/20/13 PER COUNTY COMMEN
04/15/14 PER CLIENT REVISION
06/04/14 PER AGENCY COMMEN
08/18/14 PER AGENCY COMMEN
07/27/16 PER CLIENT REVISION
11/21/16 PER AGENCY COMMEN
\ ° ♦ 1 J$ r r rr. \ I ti r s r r
\ DATE DESCRIPTION
BBR JAE CMM
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1 ! 1 1 J ! I t \ 1 \ 1 \ \ \\ \ }1i I c ! 1 I 1 ` \ \ �/ f f : Jr/ �\ i �, DESIGN DRAWN CHKD
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