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9 FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
INTERMEDIATE
CONTOUR INDEX
EDGE OF PAVEMENT
CURB AND GUTTER
WATERLINE W/TEE
OVERHEAD WIRE
TELEPHONE LINE
ELECTRIC LINE
UNDERGROUND ELECTRIC LINE
GAS LINE
FENCE
STORM SEWER
STORM STRUCTURE
SANITARY SEWER W/ M4HOLE
PROPERTY LINE
CENTER LINE
STREAM
TREE LINE
TREE
UTILITY POLE
MATER METER
BENCH NARK
SPOT ELEVATIONS
I. 1w_____
T-------
UQE--------
f 1125.59
INTERMEDIATE CONTOUR
p8
CONTOUR INDEX
EDGE OF PAVEMENT
CURB AND GUTTER
OVERHEADWI8E ----0 HW
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
—''^-
STORM STRUCTURE
SANITARY SEWER W/MANHOLE
CENTER LINE
LIMITS OF CLEARING AND GRADING
DRAINAGE DIVIDE ze
TREE LINE
PLANS
IN ACCORDANCE WITH
21. IN Ai�'CORDANCE
WITH SECTION
302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX
(36)
INCHES AND LARGER
SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO
DETE�,, 1
MINE THE TYPE AND
CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT
FINDINGS
OF FOUNDATION
EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO
PLACING
PIPE. FOUNDATION
DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD
PB-1J
WHERE SOFT, YIELDING,
OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED,
THE FOUNDATION
DESIGN i�ND/OR
NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED
BY THE
ENGINEER AND APPROVED
BYVDOT.
22. APPR4 '
�'VAL OF THESE PLANS
SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL
LETTE
UJ
2.
23. VDOT�ISTANDARD
CG-12 CU96
RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OjR
AS SPECIFIED BY
VDOT.
24. VDOT11STANDARD
GUARDRAI
SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON
RETAIL
REQUIRED: FRONT YARD = 35' (COLLECTOR DH MINOR STREET)
THE C
ARDRAI I -LAYOUT TOBE
GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
25. STORIV�
CULVERTS WITHIN PUBLIC
RIGHT-OF-WAY ARE TO BE INSTALLED IN ACCORDANCE VDOT
STANDARD
ii
PB-1 DETAIL.
NUMBEI
GENARAL
NOTES
1. FEMA ,SITE
PLANS AND RT-11
SITE PLANS SHOWN FOR INFORMATION ONLY
5.
SITE
DLAN SHOWS HIGHAND
CONSTRUCTION
INFORMATION.
QESIG
2. RUTHEI�RFORD
PUMP STATIONISHOWN
FOR INFORMATION ONLY REFER TO
APPROVED
PLANS BY PHR&/LFOR
CONSTRUCTION INFORMATION.
8.
LOCATION
OF GREASE TRAPS
FOR RESTAURANTS SHALL BE SHOWN ON SITE PLAN AT TIME OF
38
BUILDING
APPLICATION, IF
LOCATION OF TRAPS ARE ON THE EXTERIOR OF THE BUILDING.
LONES: 1 SPACE PER 275 S.F. /IN ACCORDANCE WITH FREDERICK COUNTY DETERMINATION)
TAX MAP NUMBER:
43-A-��x 43-A-1DO
SEE SHEET 102 FREDERICK COUNTY LETTER OF DETERMINATION
���
��
PARCEL ZONING:
B'2 (BUSINESS, GENERAL)
BANK: 1 SPACE PER 250 S.F. (DRIVE-IN)
m��
RESTAURANT: 1 SPACE PER 100 S.F.
FAST FOOD: 1.4 SPACES PER 100 S.F. (DRIVE-IN)
JIM
PARKING SPACES SHALL BE 180 S.F. MINIMUM, PROVIDED 9'X20'`
SITE DATA
DRIVE AISLE: 22' MINIMUM, PROVIDED: VARIES, >22'
LOADING SPACES: 12' X 45' MINIMUM
0
REQUIRED = 25
PROVIDED = 25
BUILDING AREA:
496`715 S.F
PARKING
-------
SITE AREA:
58.983 Ac.
U
x
uj
DISTURBED AREA:
73.963 Ac.
BUILDING 3B
RETAIL
6,000
30
31
%WQOQLANDG DISTURBED: %99
FAR : BUILDING AREA/SITE AREA = 496`715 S.F. / 2,541,818 S.F.
= 0.195
MAXIMUM FAR = 0.490 PER PROFFERS
LENGTH OF WATER:
12" - 3177.20 10" - 612.00' B"
- 6664.00'
BUILDING 4
RETAIL
127,009
636
759
6" - 2483.0' 2" - 240.00' i"
- 160.00'
Lo
(o
r-
LENGTH OF SEWER:
8315.56'
BUILDING 5A
RETAIL
24,107
121
127
LENGTH OF STREET
f�_E�
STATIONS
LENGTHS
30,000
150
183
ffCHANT GTREET
�TA. 12+04 TO STA. 17+QQ
--------F
MARKET STREET
STA. 18+67 TO STA.34+88
1813 LF
MILTON RAY DRIVE
STA. 10+00 TO STA.18+51
851 LF
BUILDING 5C
PRIVATE
STATIONS
LENGTHS
51
BUILDING 5D
RESTAURANT
5,525
MARKET STREET
STA. 11+87 TO STA.10+67
- 88U LF
�
U
C, PICKE
BUILDING 6A
RESTAURANT
6,800
69
69
BUILDING 6B
FAST FOOD
3,768
53
65
116 4�
BUILDING 6C
FAST FOOD
41218
59
61
496,515
2,408
2,638
Intl
afflOwAl
HANDICAP PARKING
CALCULATIONS
INTERMEDIATE
CONTOUR INDEX
EDGE OF PAVEMENT
CURB AND GUTTER
WATERLINE W/TEE
OVERHEAD WIRE
TELEPHONE LINE
ELECTRIC LINE
UNDERGROUND ELECTRIC LINE
GAS LINE
FENCE
STORM SEWER
STORM STRUCTURE
SANITARY SEWER W/ M4HOLE
PROPERTY LINE
CENTER LINE
STREAM
TREE LINE
TREE
UTILITY POLE
MATER METER
BENCH NARK
SPOT ELEVATIONS
I. 1w_____
T-------
UQE--------
f 1125.59
INTERMEDIATE CONTOUR
p8
CONTOUR INDEX
EDGE OF PAVEMENT
CURB AND GUTTER
OVERHEADWI8E ----0 HW
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
—''^-
STORM STRUCTURE
SANITARY SEWER W/MANHOLE
CENTER LINE
LIMITS OF CLEARING AND GRADING
DRAINAGE DIVIDE ze
TREE LINE
PLANS
IN ACCORDANCE WITH
21. IN Ai�'CORDANCE
WITH SECTION
302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX
(36)
INCHES AND LARGER
SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO
DETE�,, 1
MINE THE TYPE AND
CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT
FINDINGS
OF FOUNDATION
EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO
PLACING
PIPE. FOUNDATION
DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD
PB-1J
WHERE SOFT, YIELDING,
OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED,
THE FOUNDATION
DESIGN i�ND/OR
NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED
BY THE
ENGINEER AND APPROVED
BYVDOT.
22. APPR4 '
�'VAL OF THESE PLANS
SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL
LETTE
UJ
2.
23. VDOT�ISTANDARD
CG-12 CU96
RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OjR
AS SPECIFIED BY
VDOT.
24. VDOT11STANDARD
GUARDRAI
SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON
RETAIL
REQUIRED: FRONT YARD = 35' (COLLECTOR DH MINOR STREET)
THE C
ARDRAI I -LAYOUT TOBE
GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
25. STORIV�
CULVERTS WITHIN PUBLIC
RIGHT-OF-WAY ARE TO BE INSTALLED IN ACCORDANCE VDOT
STANDARD
ii
PB-1 DETAIL.
NUMBEI
GENARAL
NOTES
1. FEMA ,SITE
PLANS AND RT-11
SITE PLANS SHOWN FOR INFORMATION ONLY
5.
SITE
DLAN SHOWS HIGHAND
CONSTRUCTION
INFORMATION.
QESIG
2. RUTHEI�RFORD
PUMP STATIONISHOWN
FOR INFORMATION ONLY REFER TO
APPROVED
PLANS BY PHR&/LFOR
CONSTRUCTION INFORMATION.
INTERMEDIATE
CONTOUR INDEX
EDGE OF PAVEMENT
CURB AND GUTTER
WATERLINE W/TEE
OVERHEAD WIRE
TELEPHONE LINE
ELECTRIC LINE
UNDERGROUND ELECTRIC LINE
GAS LINE
FENCE
STORM SEWER
STORM STRUCTURE
SANITARY SEWER W/ M4HOLE
PROPERTY LINE
CENTER LINE
STREAM
TREE LINE
TREE
UTILITY POLE
MATER METER
BENCH NARK
SPOT ELEVATIONS
I. 1w_____
T-------
UQE--------
f 1125.59
INTERMEDIATE CONTOUR
p8
CONTOUR INDEX
EDGE OF PAVEMENT
CURB AND GUTTER
OVERHEADWI8E ----0 HW
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
—''^-
STORM STRUCTURE
SANITARY SEWER W/MANHOLE
CENTER LINE
LIMITS OF CLEARING AND GRADING
DRAINAGE DIVIDE ze
TREE LINE
PLANS
IN ACCORDANCE WITH
RUTHERFORD CROSSING MASTER DEVELOPMENT PLANS
UTILITY POLE
rD�
pzns HYDRANT
RETAIL
WATER METER
PREPA
IED ON. 12/12/06
SIGN
SEE SIEET
120 FOR COPY
OF MDP PROFFER SHEET
INDICATES THE NUMBER OF
BUIL
ING INSPECTION
NOTES
1 .
ALL BJILDINGS
SHALL COMPLY
WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE 2003,
TEST PIT
THE I'aC
INTERNATIONAL EUILDING
2003 CODES, AS WELL AS, THE ICC ANSI HANDICAP
STREET LIGHT
UJ
2.
INDIVIDUAL
SPOT ELEVATIONS
+ 125,59
TIME
DF THE BUILDING APPLICATION.
0
3.
BUILDINGS
RETAIL
REQUIRED: FRONT YARD = 35' (COLLECTOR DH MINOR STREET)
COMPOqENT
RATINGS.
���
4.
REQUIlED
EGRESS' SHALL
MEET IBC CHAPTER 10 AND OTHER 1BGREQUIREMENTS. FINAL
SIDE YARD = 35' (COLLECTOR 0B MINOR STREET)
` ^
REAR YARD = NONE
NUMBEI
OF ACCESSIBLE EGRESS
ROUTES WILL BE SHOWN AT THE TIME OF THE BUILDING
�_
��
��
��
4,90-1
5.
SITE
DLAN SHOWS HIGHAND
MODERATE KAR8T AREAS. SOIL INVESTIGATION AND ENGINEERING
0810 CONCORDE PARKWAY, SUITE 1000
QESIG
4IS REQUIRED. IBC
CHAPTER 17 SPECIAL INSPECTIONS APPLY. ENGINEER DESIGN
REQUI
ED ON FOUNDATIONS.
8.
LOCATION
OF GREASE TRAPS
FOR RESTAURANTS SHALL BE SHOWN ON SITE PLAN AT TIME OF
38
BUILDING
APPLICATION, IF
LOCATION OF TRAPS ARE ON THE EXTERIOR OF THE BUILDING.
INTERMEDIATE
CONTOUR INDEX
EDGE OF PAVEMENT
CURB AND GUTTER
WATERLINE W/TEE
OVERHEAD WIRE
TELEPHONE LINE
ELECTRIC LINE
UNDERGROUND ELECTRIC LINE
GAS LINE
FENCE
STORM SEWER
STORM STRUCTURE
SANITARY SEWER W/ M4HOLE
PROPERTY LINE
CENTER LINE
STREAM
TREE LINE
TREE
UTILITY POLE
MATER METER
BENCH NARK
SPOT ELEVATIONS
I. 1w_____
T-------
UQE--------
f 1125.59
INTERMEDIATE CONTOUR
p8
CONTOUR INDEX
EDGE OF PAVEMENT
CURB AND GUTTER
OVERHEADWI8E ----0 HW
TELEPHONE LINE
ELECTRIC LINE
GAS LINE
—''^-
STORM STRUCTURE
SANITARY SEWER W/MANHOLE
CENTER LINE
LIMITS OF CLEARING AND GRADING
DRAINAGE DIVIDE ze
TREE LINE
TREE
< ^ \
UTILITY POLE
rD�
pzns HYDRANT
RETAIL
WATER METER
8
GATE VALVE (G^V')
SIGN
--n--
PARKING INDICATOR
171
INDICATES THE NUMBER OF
PARKING SPACES /Q\
STORM STRUCTURE NUMBERS
RUTHERFDRD FARM, LLC
SANITARY MANHOLE NUMBERS
� )
CLEAN8UT/DOWNGPOUT NUMBERS
TEST PIT
�[\
CLEANVUT
� CO
STREET LIGHT
UJ
OVERLAND RELIEF
,
SPOT ELEVATIONS
+ 125,59
���T� NM-[���
SITE � '�� ` ��^
LANDSCAPE
BUILDING 1A
RETAIL
34,072
171
171
PARCEL AREA = SITE AREA - PUBLIC ROW = 58.98 AC ' 5.19 AC = 53.79 AC
.
�5�
��°
34,090
171
OPEN SPACE REQUIRED IS 15% OF TOTAL PARCEL �
AREA = 15� X 3.79 AC = 8,06 4C.
=m=
OWNER/DEVELOPER:
RUTHERFDRD FARM, LLC
PROVIDED OPEN SPACE = 12.11 AC (22.5%)
� )
����
CC
BUILDING HEIGHT
CD
8238 LEEGBURG PIKE, SUITE 500
UJ
MAXIMUM BUILDING HEIGHT = 35'
=
w
VIENNA, VIRGINIA 22182
ccm=m=
0
SETBACKS
RETAIL
REQUIRED: FRONT YARD = 35' (COLLECTOR DH MINOR STREET)
�=� ��
��� ~��
703-448-4300
���
50' (PRIMARY Q� ARTERIAL HI�H � >
` ''^^^ .
m
��
SIDE YARD = 35' (COLLECTOR 0B MINOR STREET)
` ^
REAR YARD = NONE
0��
N��
PLAN PREPARER:
BURY & PARTNERS-VIRGINIA, INC.
�_
��
��
��
4,90-1
20
�N
U. C/)
<
0810 CONCORDE PARKWAY, SUITE 1000
��m ��°�
��w
co
0 � 0
8
RETAIL: 1 ��AC� �E� �OD G.F.
CHANTILLY/ VIRGINIA 20.51
7,563
38
38
LONES: 1 SPACE PER 275 S.F. /IN ACCORDANCE WITH FREDERICK COUNTY DETERMINATION)
TAX MAP NUMBER:
43-A-��x 43-A-1DO
SEE SHEET 102 FREDERICK COUNTY LETTER OF DETERMINATION
���
��
PARCEL ZONING:
B'2 (BUSINESS, GENERAL)
BANK: 1 SPACE PER 250 S.F. (DRIVE-IN)
m��
RESTAURANT: 1 SPACE PER 100 S.F.
FAST FOOD: 1.4 SPACES PER 100 S.F. (DRIVE-IN)
ui
PARKING SPACES SHALL BE 180 S.F. MINIMUM, PROVIDED 9'X20'`
SITE DATA
DRIVE AISLE: 22' MINIMUM, PROVIDED: VARIES, >22'
LOADING SPACES: 12' X 45' MINIMUM
0
REQUIRED = 25
PROVIDED = 25
BUILDING AREA:
496`715 S.F
PARKING
-------
SITE AREA:
58.983 Ac.
U
x
uj
DISTURBED AREA:
73.963 Ac.
BUILDING 3B
RETAIL
6,000
30
31
%WQOQLANDG DISTURBED: %99
FAR : BUILDING AREA/SITE AREA = 496`715 S.F. / 2,541,818 S.F.
= 0.195
MAXIMUM FAR = 0.490 PER PROFFERS
LENGTH OF WATER:
12" - 3177.20 10" - 612.00' B"
- 6664.00'
BUILDING 4
RETAIL
127,009
636
759
6" - 2483.0' 2" - 240.00' i"
- 160.00'
Lo
(o
r-
LENGTH OF SEWER:
8315.56'
BUILDING 5A
RETAIL
24,107
121
127
LENGTH OF STREET
f�_E�
STATIONS
LENGTHS
30,000
150
183
ffCHANT GTREET
�TA. 12+04 TO STA. 17+QQ
--------F
MARKET STREET
STA. 18+67 TO STA.34+88
1813 LF
MILTON RAY DRIVE
STA. 10+00 TO STA.18+51
851 LF
BUILDING 5C
PRIVATE
STATIONS
LENGTHS
51
BUILDING 5D
RESTAURANT
5,525
MARKET STREET
STA. 11+87 TO STA.10+67
- 88U LF
�
U
WETLANDS ON SITE: NONE
WETLANDS PERMIT REQUIRED: N/A
KNOWN HISTORIC BUILDINGS OR FEATURES: YES
KNOWN PLACES OF BURIAL: NONE
LANDSCAPE
BUILDING 1A
RETAIL
34,072
171
171
PARCEL AREA = SITE AREA - PUBLIC ROW = 58.98 AC ' 5.19 AC = 53.79 AC
.
�5�
��°
34,090
171
OPEN SPACE REQUIRED IS 15% OF TOTAL PARCEL �
AREA = 15� X 3.79 AC = 8,06 4C.
=m=
co z
PROVIDED OPEN SPACE = 12.11 AC (22.5%)
� )
����
CC
BUILDING HEIGHT
UJ
MAXIMUM BUILDING HEIGHT = 35'
=
w
ccm=m=
0
SETBACKS
RETAIL
REQUIRED: FRONT YARD = 35' (COLLECTOR DH MINOR STREET)
�=� ��
��� ~��
no
���
50' (PRIMARY Q� ARTERIAL HI�H � >
` ''^^^ .
m
��
SIDE YARD = 35' (COLLECTOR 0B MINOR STREET)
` ^
REAR YARD = NONE
0��
N��
��
~�`
cc
�_
��
��
��
4,90-1
20
�N
U. C/)
<
' PARKING -
��m ��°�
��w
2
0 � 0
RETAIL: 1 ��AC� �E� �OD G.F.
��
7,563
38
38
LONES: 1 SPACE PER 275 S.F. /IN ACCORDANCE WITH FREDERICK COUNTY DETERMINATION)
UN| Uj
SEE SHEET 102 FREDERICK COUNTY LETTER OF DETERMINATION
���
��
LL
-
BANK: 1 SPACE PER 250 S.F. (DRIVE-IN)
m��
RESTAURANT: 1 SPACE PER 100 S.F.
FAST FOOD: 1.4 SPACES PER 100 S.F. (DRIVE-IN)
PARKING SPACES SHALL BE 180 S.F. MINIMUM, PROVIDED 9'X20'`
DRIVE AISLE: 22' MINIMUM, PROVIDED: VARIES, >22'
LOADING SPACES: 12' X 45' MINIMUM
REQUIRED = 25
PROVIDED = 25
1 SPACE FOR FIRST 10/000 S.F. PLUS 1 FOR EACH ADDITIONAL 30/000 S.F.
PARKING
-------
TABULATION
�
x
U
x
BUILDING 1A
RETAIL
34,072
171
171
BUILDING 1B
RETAIL.
34,090
171
171
BUILDING 1C
RETAIL
14,000
70
70
M
BUILDING 1D
BANK
4,90-1
20
20
<
2
U-
BUILDING 1E
RETAIL
7,563
38
38
>
Z
>
BUILDING 3B
RETAIL
6,000
30
31
L'.
m
BUILDING 4
RETAIL
127,009
636
759
V)
Lo
(o
r-
w
BUILDING 5A
RETAIL
24,107
121
127
BUILDING 5B
RETAIL
30,000
150
183
BUILDING 5C
RESTAURANT
4,813
49
51
BUILDING 5D
RESTAURANT
5,525
56
56
C, PICKE
BUILDING 6A
RESTAURANT
6,800
69
69
BUILDING 6B
FAST FOOD
3,768
53
65
116 4�
BUILDING 6C
FAST FOOD
41218
59
61
496,515
2,408
2,638
SCALE: NTS
HANDICAP PARKING
CALCULATIONS
—
DATE: FEBRUARY 2007
TOTAL PARKING
REQUIRED
DRAWN BY: RP/RS
IN
MINIMUM NUMBER OF ACCESSIBLE SPACES
DESIGNED BY: Ms
151 TO 200
6
REVIEWED BY: TIP
201 TO 300
7
301 TO 400
8
PROJ. NO: 20225-02
401 TO 500
9
SHEET
501 AND ABOVE
2% OF 'TOTAL
= 53 REQ PARKING SPACES
2
PROVIDED = 68 PROVIDED HANDICAP PARKING
SPACES
OF 103