HomeMy WebLinkAbout18-09 Capon Valley Bank - Bank with drive-thru - Gainesboro - Backfilea�
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GENERAL NOTES
SITE INFORMA TION
PROJECT INFORMA TION
VICINITY MAP
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1. Methods and materials used in the construction of the improvements herein shall conform to the current
SCALE: 1 = 2000
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County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
be to issuance of the site development The approval of these plans in
EXISITNG BOUNDARY INFORMATION
TAKEN
PARCEL IDENTIFICATION NO.
STREET ADDRESS:
28-((A))-14B (After Lot Consolidation)
6701 NORTHWESTERN PIKE
tu
construction, must provided prior permit.
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
FOR AVAILABLE LAND RECORDS.
PROJECT SITE AREA:
5.9926 AC
LU
Control Handbook.
DISTURBED AREA:
100 SF
-�`
be from the Office of the Resident Engineer, Virginia Department of Transportation
CURRENT ZONING:
USE:
B2
BANK D/T
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3. A permit must obtained
ALL SIGNS SHALL CONFORM
CURRENT
w/
(VDOT) and Frederick County prior to construction in existing State right-of-way.
TO SECTION 165-30 AND
PROPOSED USE:
BANK w/ D/T4.
-
roval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is
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165-131 OF THE FREDERICK
COUNTY SUBDIVISION AND
SETBACKS:
FRONT PRIMARY
REQUIRED PROVIDED
50' 66
�`-?--'!----- �'' -
Z
required under State lw.
5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
ZONING ORDINANCES
REAR
SIDE
MAXIMUM HEIGHT:
- NA
- NA
35'
-
W
>
C9
aao
-
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
35' OR LESS THAN
,� d `
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
determined by this inspection." Refer to
ALL BUILDING HEIGHTS SHALL
CONFORM TO SECTION 165-83
CANOPY DIMENSIONS
26' out x 24' long x 16' height
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responsible for providing guardrail and paved ditches as joint
Virginia Department Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
OF THE FREDERICK COUNTY
I rn
of
PARKING REQUIRED
REQUIRED= 7.7 SPACES
be the Also,
SUBDIVISION AND ZONING
EXISTING= 24
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6. An approved set of plans and all applicable permits must available at construction site. a
ORDINANCES
SPACES
_
i-
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representative of the developer must be available at all times.
P
PROPOSED
AFTER REVISIONS= 14 SPACES
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
(INCLUDING 2 HC)
f
W
o o
1n
Control Devices (MUTCD).
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner.
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
a)
ROUTE 50 NORTHWESTERN PIKE x 701.1 _
on the plans and as required at the field inspection.
E.B.L.
b
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
RiUI VARIES
POSTED SPEED 55 MNP
W
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
.� `'s
one litter receptacle shall be provided atthe construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
-
x 700.5
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free-�02
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condition at all times.
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
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Ul
and connections to existing lines.
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15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
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standards and specifications of the Frederick County Sanitation Authority.
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/ ANDERSON AfiTHUR'LYNDALL
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16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
utility verification and the proposed construction.
700.E
---700-
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
his within or contiguous to the existing right-of-way.
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EX I -IC
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result of construction project
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior o issuance of grading and/or site
development permits.
_-
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PROPOSED
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
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12" PER
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known Gravesites this will be
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s PIN: 28-A-14
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THIE,CAPON VALLEY
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20. These plans identify the location of all gravesites. shown on plan protected
in accordance with state law. In the event gravesites are discovered. during construction, the owner ar.3
must be notified immediately.-.'�-
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PtROi'OSED /
,ROOFLiiIE i
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engineer
21. The contractor is to verifyfield conditions prior to and during construction and notify Greenwa En ineerin
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_. _.. CONSOILIDATEI � A EL
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CONTRACTOR x697
TO SAID CUT EXISTING CONCRETE t PAVEMENT AS
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
- _-_ 28-A-14B
', P'
�,. THE CAPON VALLEY BANK
� ZONE: / 62
- ti� �. A 5-'5526 ACRES
£' '� ----
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ARC '?0•00'
/ Ex 5oLLARDS
/ (TBR)
Ex TELLER
WMDouI
6
12
70
REQUIRED FOR BUILDING ADDITION AND CENTER
F' TELLER UNIT ! COLUMN AREAS.
/ /
/
jnj CONTRACTOR SHALL CONCRETE PATCH AND/OR
! `
S O
S I NAL
Cs
proctor AASHTO-T99, ASTM-D698 or VTM-1 as applicable. Density shall be certified b a registered
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professional engineer and results submitted to Frederick Count prior to pavement construction. If a
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"""- PIN: 28-A-63A ���
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TOWER DEVELIOPERS LL i �� �,
sees /'�, 4�
< RMHUS 5 J901.15'
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PROPOSED TELLER
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U TO
PPROVIDE SMOOTwN-ATRANSI ION AND ENSURE
geotechnical report has been prepared, it should supersede the requirements in this note.
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CHORVMWI
NG
G7/ORO 9EM/NC - N 7!'49 JJ" E
plORO LENGRl - 119.99'
ADDITION
I � %� !
-ImBY/' 1 POSTITIVE DRAINAGE
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23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
, •. \ 5 �T4214
'' PM: 28-A-63C �., `�)
PM�28-A-126
ERSON ARTNUR
/ 12 eF PROP.
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or blastingat least two 2 working days, but not more than ten 10 workingdays, prior to commencement of
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excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
- F $HID KHURRAM K t AMNA Z aNaA
� �
ZONE' RA
LYNDALL-4-13ETTY K
ZONE: �
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x 696.5
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22'
Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
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24. All utilities to be located underground.
/� N
STACKING
/
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_
from
DISTANCE
15 EXISTING
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25. All outdoor lighting must be shielded adjoining properties and road right-of-ways.
Note: An lace within these plans statingGreenwa Engineering, shall represent Greenwa Engineering, Inc.
,
-__-_--.---
f :
-
SSaa Srac�,K►NG
/ �0 \ x -8.9 DISTANCE
�--�
x
R-,1' rt' PARKING TO BE REMOVED
STRIP IDE (o ,PA LEL PARKING SPACES,
/
R53' /
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LEGEND
EXISTING INTERMEDIATE CONTOUR^�~""""--33
I
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Q
EXISTING INDEX CONTOUR` - 33a
BOUNDARY & ADJOINERS VIEW
/
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PROPOSED CONTOUR 400
EXISTING EDGE OF PAVEMENT
PROPOSED EDGE OF PAVEMENT
200 0 200 400
X 695.0H
20 IO O 20 40
H O
SCALE: I " = 200'
.�,�,,,� , FLCAIER BED � r,,
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EXISTING CURB AND GUTTER ---------- -- - -
PROPOSED CURB AND GUTTER
a" SCALE: I" = 20'
N
Z
TRANSITION TO REVERSE CURB
EXISTING TELEPHONE LINE -
SITE PLAN
VIEW
PROPOSED TELEPHONE LINE
Q
EXISTING STORM SEWERW
FIRE MARSHALS NOTE
FREDERICK COUNTY APPROVAL
PROPOSED STORM SEWER
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EXISTING SANITARY SEWER
PROVAL
PROPOSED SANITARY SEWER
Fire lane markings and sianaae:
No Parking" locations be installed9
EXISTING ELECTRIC SERVICE --
Any signs and yellow painted curb will
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
SERVICE
by field inspection at the direction of the Fire Marshal's Office.
**
SITE Pitid IVUIVi�3Lh $-0
Z
PROPOSED ELECTRIC
SITE PLAN VALID FOR (5) YEARS FROM
DATE OF ZONING
ADMINISTRATOR APPROVAL **
EXISTING GAS LINE
TRIP GENERATION DATA
Project Name:
Project Number:
Q.
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE
USE
VPD
PROPOSED GAS LINE
PROPERTY LINE
CAPON VALLEY BANK
- BUILDING ADDITION
5231
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EXISTING EASEMENT LINE
I
Magisterial District:
Date of Plan: (Month, Day, Year)
PROPOSED EASEMENT LINE
CENTERLINE
NO ADDITIONAL
TRAFFIC
BACK CREEK MAGISTERIAL DISTRICT
July 9, 2009
EXISTING TREE LINE
Owner:
Address, Including Zip Code & Telephone No.
DATE:
July 9,
2009
FLOW LINE
P.O. BOX 119
UTILITY CONTACTS
FENCELINE
THE CAPON VALLEY BANK
WARDS SVILLE WV, 26851
EXISTING UTILITY POLE/GUIDE WIRE
540-858-3010
SCALE:
AS SHOWN
EXISTING TELEPHONE PEDESTAL
Developer:
Address, Including Zip Code & Telephone No.
Power: Allegheny Power Gas: Shenandoah Gas Co. Phone: Verizon
SAME AS ABOVE
SAME AS ABOVE
DESIGNED
BY:
JNT
P.O. Box 1458 P.O. Box 2400 P.O. Box 17398
Hagerstown, MD 21741 Winchester, VA 22604 Baltimore, MD 21297
FILE
NO. 5231
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
1-800-654-3317 (540) 869-1111 (301) 954-6282
HANDICAPPED PARKING NOTE
SHEET 1 OF 1
G RE E NWAY ENGINEERING
WINCHESTER, VA 22602
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
540.662.4185
09-06
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GENERAL NOTES
SITE INFORMATION
PROJECT INFORMA TION
VICINITY MAP
1. Methods and materials used in the construction of the improvements herein shall conform to the current
SCALE: 1 - 2000
Z
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
development The these in
EXISITNG BOUNDARY INFORMATION TAKEN
PARCEL IDENTIFICATION NO.
STREET ADDRESS:
28-((A))-14B (After Lot Consolidation)
6701 NORTHWESTERN PIKE
■ ■
J
C
construction, must be provided prior to issuance of the site permit. approval of plans
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
FOR AVAILABLE LAND RECORDS.
PROJECT SITE AREA:
5.9926 AC
!
�
■
W
Control Handbook.
DISTURBED AREA:
CURRENT ZONING:
100 SF
B2
--,.�
� ---
1 -
'Z
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
ALL SIGNS SHALL CONFORM
CURRENT USE:
BANK w/ D/T
,¢
(VDOT) and Frederick County prior to construction in existing State right-of-way.
TO SECTION 165-30 AND
165-131 OF THE FREDERICK
PROPOSED USE:
SETBACKS:
BANK w/ D/T
REQUIRED PROVIDED
i
�
��
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
FRONT PRIMARY
50' 66'
--'-"�'
z
required under State law.
COUNTY SUBDIVISION AND
AR
NA
.�•_
�`--
"A
ZONING ORDINANCES
S DE
- NA
- �°"
`-
o
ao
5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held
the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation
P g P P
MAXIMUM HEIGHT:
35' 35' OR LESS THAN
_
�L�`
> �
d
with P Y P
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
ALL BUILDING HEIGHTS SHALL
CANOPY DIMENSIONS
26 out x 24 long x 16' height
_ " d
Q) cd
N co o
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
CONFORM TO SECTION 165-83
Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications.
g P P (VDOT)P
OF THE FREDERICK COUNTY
PARKING REQUIRED
REQUIRED= 7.7 SPACES
�
n
�'
°D
I rn G
00
SUBDIVISION AND ZONING
i .
-S_C�
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
ORDINANCES
PROPOSED
EXISTING= 24 SPACES
AFTER REVISIONS= 14
F
W
x
10 C
V
SPACES
�,/�
,� +;
� I
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
(INCLUDING 2 HC)
f G�
W
, LO
Control Devices (MUTCD).
v
a�
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
LO
h
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
A
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
V o
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
a)
x 701.i
ROUTE 50 NORTNIUESTERN PIKEbp
on the plans and as required at the field inspection.
E.B.L.
V
04
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
RN1 VARIES
POSTED SPEED 55 MNP
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
6
one litter receptacle shall be provided at the construction site.
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
-`- ---702
x 700.5
7
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
Z
condition at all times.
O
�L
14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
lines. Information should also be obtained from the appropriate authority concerning cut sheets,
01.03
V)
sewer permits,
and connections to existing lines.
(I
WGW
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
AVM
standards and specifications of the Frederick County Sanitation Authority.
3N0
' /< � .' °� \y � � ��
`\
,' % 1N: 8-A-14
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
,i
--- 700--- ./
x 700.6
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
�/
, �'� ANDERSON I' THUR''LYNDALL 4 BE K
.' �"� � PIN ZB-�- 4 �~ �% `-XONk, RA
UK
�'� f_ ANDERSON RT9 - LY' ALL 4 BETTY K '•�,,
/
EX. HC
h
-of
result of his construction project within or contiguous to the existing right-of-way.
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A
18. When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Public Works Department prior to issuance of grading and/or site1�E
development permits.
/
, PIN: 28-A=1�MA��_�__-� `
RSON �RLAN IYON 4 M
, �N z E RA ,,... �....� ____ _-
wP=--=-�r -�.��
EX HC�
-PROPOSED
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
_-- P„ce _ -- _---
, - -- -� -`' -= _ _ --' "
~ --�/'-lam'11701.44-
700.46
/ cam. SAU
1211 PER /
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project. The relocation should be done prior to construction.
20. These plans identifythe location of all known ravesites. Gravesites shown on this plan will be protected
---� �60ESN" --"J���
�. "
l -- r- - � PIN. 28-A-14
-�- 0 g6.18 �.•--'- `� THE'rAPON VALLEY g
-
�z.lPRCI
FF-701.44
/ Ex WHDO u ;
69$
�
B�LL'ARDS
P�OPOSED
in accordane with state law. In the event ravesites are discovered during construction, the owner and
engineer must be notified immediately. g g
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
`00• ZONE: 132
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CONSOLIDATED T x ��
EX BLS E�
1925 aF Ex WND� -
_�Qll.__ bROOFLINETt
/ x 697
/ TO 5� lU �.I IT�EX15TI1V'; CONCRETE tPAYE -1EN r AS
C / /
ARK ITH
b No. 022837
74 �_
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at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
"A"
�' PARCEL 28-A-14B !
� ��G:
'f,.t THE CAPON-VALLkY BANK
�. ZONE:,132 ( i
5.9926 `
6
Ex. BOLLARDS'
/ (TBR) 12
EX. TELLER
REQUI
�y �D FOR BUILDINCs ADDITION AND CENTER
TELLER UNIT 4 COLUMN AREAS.
I
! / /
l c [G'
S
ZONAL
e fills shall be compacted to 95% of maximum density as determined b method per standards
22. Controlled p Y Y P
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
�. - ACRES
" - ARcj 1so.00'
PIN: 28- ,�� '� RAMUS-J901.15'
WINDOW
(TBR)
7 C�1
/ TRACTOR SHALL CONCRETE
RE PATCH AND/OR
I PAVEMENT OVERLAY ANY AREAS AS REOURIED TO
professional engineer and results submitted to Frederick County prior to pavement construction. If a
f`
f �'- 63A ,,,.a "" oarA - or45'�s'
TOIUER DEVELOPERS LL �° rANrENr - so.00'
_ % PROVIDE SMOOTH TRANSITION AND ENSURE
` PROPOSED TELLER - L- �� BY/
geotechnical report has been prepared, it should supersede the requirements in this note.
Z see / ,� �i54B a/OR0 W RING - N 71'49JJ' E
ONE RA . �,o 2 4 a+awo LEMN - 119.99,
``•, 4 LDERSON
IT
ADDITION !
sf
I _ _10�� POSTITIVE DRAINAGE
.. ! SS
!
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
Ml2
e �. S 17"Z
�.
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
EPM: 28-A-63CA
Rd$N10 KHURRAM K 4 NaA ART' LYNDAL_L, 4.,BETTY K
s' ZONE: RA AirINA Z • �A ZONE:
BO
1
x 696.5
RI2' 22 /
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Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
to be located
-.�' �_v�g
�Nc���
d
-- o Q
� � � �
�I• �� 6g6 f `�
/ /.
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24. All utilities underground.
��
STACKING
�
2`
25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: An lace within these plans statingGreenwa Engineering, shall represent Greenwa Engineering, Inc.
i
/
___���-,% _
.� '
�
�_ DISTANCE _�
90
S�'a� STACKING
/ �� \ x `�0.9 DISTANCE
R I, �, 15 EXISTING PARKING TO BE REMOVED
x v <.B PROVIDE 6 PARALLEL PARKING SPACES,
�' � STRIP AS SNOU�N
, �
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LEGEND
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR
B 0 UNDAR Y & ADJOINERS VIEW
PROPOSED CONTOUR 400
200 0 200 400
- "`
/
m
W
EXISTING EDGE OF PAVEMENT ----
-,- ``-
/ x 695.0
PROPOSED EDGE OF PAVEMENT
MonSCALE: I " = 200'
FL ,, BEQ
�o 20 �O O 20 40
H
EXISTING CURB AND GUTTER - -- -
Y
PROPOSED CURB AND GUTTER
8" �c SGALE : 1 " = 20'
N
Z
TRANSITION TO REVERSE CURB
w
EXISTING TELEPHONE LINE --------- ---
SITE
PLAN VIEW
w
PROPOSED TELEPHONE LINE
W Q
EXISTING STORM SEWER _::....
w
FIRE MARSHAL'S NOTE
FREDERICK COUNTY APPROVAL
PROPOSED STORM SEWER
J
r PLAN APPRF
EXISTING SANITARY SEWER
Q
PROPOSED SANITARY SEWER
Fire lane markings and signaBe:
"No
/
EXISTING ELECTRIC SERVICE -�^
An Parking" signs and yellow painted curb locations will be installed
Y g g Y P
`FREDERICK COUNTY ZONING ADMINISTRATOR
NAME
DATE �`j2�
by field inspection at the direction of the Fire Marshals Office.
Z
PROPOSED ELECTRIC SERVICE
**SITE PLAN VALID FOR (5) YEARS FROM DATE
OF ZONING ADMINISTRATOR APPROVAL**�
EXISTING GAS LINE
TRIP GENERA TION DA TA
Project Name: If
Project N ber:
a
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
PROPOSED GAS LINE
CAPON VALLEY BANK
- BUILDING ADDITION
5 2 31
Q
PROPERTY LINE
U
EXISTING EASEMENT LINE------_�_ __..-�__
Magisterial District:
Date of Plan: (Month, Day, Year)
PROPOSED EASEMENT LINE
CENTERUNE
NO ADDITI
NAL TRAFFIC
BACK CREEK MAGISTERIAL DISTRICT
July 9, 2009
EXISTING TREE LINE
Owner:
Address, Including Zip Code & Telephone No.
DATE: July 9,
2009
FLOW LINE
P.O. BOX 119
UTILITY CONTACTS
FENCELINE
THE CAPON VALLEY BANK
WARDENSVILLE WV, 26851
EXISTING UTILITY POLE/GUIDE WIRE
540-858-3010
SCALE: AS SHOWN
Developer:
Address, Including Zip Code & Telephone No.
EXISTING TELEPHONE PEDESTAL FI
Power: Allegheny Power Gas: Shenandoah Gas Co. Phone: Verizon
SAME AS ABOVE
SAME AS ABOVE
DESIGNED BY:
JNT
P.O. Box 1458 P.O. Box 2400 P.O. Box 17398
Hagerstown, MD 21741 Winchester, VA 22604 Baltimore, MD 21297
FILE
NO. 5231
Engineer Certifying Plan:
Address, Including Zip Code &Telephone No.
1-800-654-3317 (540) 869-1111 (301) 954-6282
HANDICAPPED PARKING NOTE
151 WINDY HILL LANE
SHEET
1 OF 1
GREEN WAY ENGINEERING
WINCHESTER, VA 22602
Handicapped Orkin spaces and aisles shall slope
pp parking p p
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
540.662.4185
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GENERAL NOTES
SITE INFORMA TION
PROJECT INFORMA TION
VICINITY MAP
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1. Methods and materials used in the construction of the improvements herein shall conform to the current
SCALE: 1 = 2000
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County construction standards and specifications and/or current VDOT standards and specifications.
r_
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
construction, must be prior to issuance of the site development permit. The approval of these plans in
EXISITNG BOUNDARY INFORMATION TAKEN
PARCEL IDENTIFICATION N0.
STREET ADDRESS:
28-((A))-14B (After Lot Consolidation)
6701 NORTHWESTERN PIKES
cc
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provided
no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
FOR AVAILABLE LAND RECORDS.
PROJECT SITE AREA:
6.9926 AC
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Control Handbook.
DISTURBED AREA:
CURRENT ZONING:
100 SF
B2
%
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3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
ALL SIGNS SHALL CONFORM
CURRENT USE:
BANK w/ D/T
_
(VDOT) and Frederick County prior to construction in existing State right-of-way.
TO SECTION 165-30 AND
PROPOSED USE:
BANK w/ D/T
4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is
PP P g p y p
required under State law.
165-131 OF THE FREDERICK
COUNTY SUBDIVISION AND
ZONING ORDINANCES
SETBACKS:
FRONT PRIMARY
REQUIRED PROVIDED
50' 66'-'''�-
NA
_
'� _ .•- - �'�
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5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
SEAR
MAXIMUM HEIGHT:
-
NA
35'
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
35' OR LESS THAN
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VDOT to determine if and where guard rail and/of paved ditches will be needed. The developer will be
ALL BUILDING HEIGHTS SHALL
CANOPY DIMENSIONS
26' out x 24' long1v x 16' height
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
CONFORM TO SECTION 165-83
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
OF THE FREDERICK COUNTY
PARKING REQUIRED
REQUIRED= 7.7 SPACES
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be the Also,
SUBDIVISION AND ZONING
�
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6. An approved set of plans and all applicable permits must available at construction site. a
representative of the developer must be available at all times.
ORDINANCES
PROPOSED
EXISTING= 24 SPACES
AFTER REVISIONS= 14 SPACES
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
(INCLUDING 2 HC)�
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Control Devices (MUTCD).
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
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embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
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10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
IQ`i'
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a�
ROUTE 5!d NORTHWESTERN PIKE x 01.1
on the plans and as required at the field inspection.
E.B.L.
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11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
" VARIES
POSTED SPEED 55 MNP
to
be minimum 6" diameter and conform to VDOT standard SB-1.
-�
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
�•'
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment. prior to
NC
x 700.5
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
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condition at all times.
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14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
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and connections to existing lines.
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15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
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standards and specifications of the Frederick County Sanitation Authority.
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16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
--700-
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
�,'< �< IN., 28-A-14
ANDERSON
x 700.6
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
.• 44� .... ARTHUR'LYNDALL t BETTY K
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PIN 28-A-`.ZCNIEA
/ �--�� J_1� ANDEt ARTlJR.j YNDALL 4 BETTY K �`• `
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result of his construction project within or contiguous to the existing right-of-way.
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
be to Frederick County Public Works Department prior to issuance of grading and/or site
/ / -.__
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- �� <
EX IIC
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must provided
_-
ANCDERSON �RLAN IV ON 4 MA RY.NAIC`�`
development permits.
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
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project. The relocation should be done prior to construction.
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PROPOSED
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20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
law. In the are discovered during construction, the owner and
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PROPOSED
MARK
in accordance with state event ravesites
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engineer must be notified immediately.
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G. SfvlliH
"d No. 022837
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21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering---�\�
at (540) 662 4185 immediately of any discrepancies between actual field conditions and the approved plan.
.A�-CONSOLIDATE t PA}�CEL 2B-A-14B J
�»., �,, HE CAPON VALLkY BAW S
�, t< ZONE:1132
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EX. BOLLARDS
/ (TBR) 12'
% REQUII`�ED FOR BUILDINCs ADDITION AND CENTER
1' TELLER UNIT t COLUMN A
�- / AREAS.
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SIGNAL
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22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
�� ti>,. � 5.SW ACRES j /
>'" - ARC f.120.00'
Ex TELLER
WINDOW
7(l/ CONTRACTOR SHALL CONCRETE PATCH AND/OR
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
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professional engineer and results submitted to Frederick County prior to pavement construction. If a
PIN: 28- 63A <� ��,� "� RADIUS A 3901.15'
f ( I < # / DIELFA ,. 01 *4 45'
'TOWER DEVELOPERS �. "/
(TBR)
PROPOSED TELLER
/ PAVEMENT OVERLAY ANY AREAS AS RECURRED TO
/ '�% PROVIDE SMOOTH TRANSITION AND ENSURE
geotechnical report has been prepared, it should supersede the requirements in this note.
maintain underground utility lines in the area of excavating
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1 '9es\ 548 CHORD BEARING - N 71.49JJ' E
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ZONE: RA < �,i CHORD LEWN - 119.99'
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ADDITION `
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23. Contractors shall notify operators who proposed
to
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A-63CERSON ARTHUR
PROP.
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or blasting at least two (2) working days, but not more than ten (10) working days, prior commencement of
excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
_--_---R.dvNID KHURRAM K t ^ 1 Nan Ll'NDALL,t_BETT1' K
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Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
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24. All utilities to be located underground.
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STACKING
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25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
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/ DISTANCE / 15 EXISTING PARKING TO BE REMOVED
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f 90
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x �R {�.e i < PROVIDE 6 PARALLEL PARKING SPACES,
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Note: An lace within these Tans stating Greenwa Engineering, shall represent Greenway Engineering, Inc.
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S�,'a STACKING
�/ �� \ x 98.9 DISTANCE
STRIP AS SHOUN
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LEGEND
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EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR i �' -" -- � �
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B 0 UNDAR Y & ADJOINERS VIEW
PROPOSED CONTOUR 400
200 0 200 400
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EXISTING EDGE OF PAVEMENT -- - ----
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x 695.0
PROPOSED EDGE OF PAVEMENT
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` SCALE: I = 200 o
YY R
FLOWER EBED E ^^~"_oP
� SFr IX 10 O 20 40
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EXISTING CURB AND GUTTER --- -- --- --- --
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PROPOSED CURB AND GUTTER
8°J7Y`- SCALE: 1 = 20'
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TRANSITION TO REVERSE CURB
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EXISTING TELEPHONE LINE T - - -- - T - - - - T - - -
SITE
PLAN VIEW
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PROPOSED TELEPHONE LINE T
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EXISTING STORM SEWERSEWER -
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FIRE MARSHAL'S NOTE
FREDERICK COUNTY APPROVAL
PROPOSED STORM SEWER
i
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EXISTING SANITARY SEWER - - -~ S ~- - - -S -• - - -S - - -
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PUN APPROVAL
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PROPOSED SANITARY SEWER S
Fire lane markin8s and siBnaae:
'No
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EXISTING ELECTRIC SERVICE -- -E - - - -E - - - -E - - -
Any Parking signs and yellow painted curb locations will be installed
�F12 ERIC COUNTY ZONING ADMINISTRATOR DATE ` NAP' C �•- - �`� I
by field inspection at the direction of the Fire Marshal's Office.
-
PROPOSED ELECTRIC SERVICE E
**SITE PLAN VALID FOR (5) YEARS FROM DATE OF ZONING ADMINISTRATOR APPROVAL**
Z
Project Name:
)
Project Numbe'r`�''""'�
EXISTING GAS LINE - -- - - - - G - - - - G -
TRIP GENERATION DATA
PROPOSED GAS LINE
PROPERTY LINE �-- ���
CAPON VALLEY BANK - BUILDING ADDITION
CL
Q
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
♦ ,
V
EXISTING EASEMENT LINE
Magisterial District:
Date of Plan: (Month, Day, Year)
PROPOSED CENTERLINE EASEMENT LINE -
NO ADDITIONAL
TRAFFIC
BACK CREEK MAGISTERIAL
DISTRICT
July 9, 2009
EXISTING TREE LINE
Owner:
Address, Including Zip Code & Telephone No.
DATE:
July 9,
2009
FLOW LINE • • • • •
P.O. BOX 119
UTILITY CONTACTS
FENCELINE - X X X --
THE CAPON VALLEY BANK
WARDENSVILLE WV, 26851
EXISTING UTILITY POLE/GUIDE ME'a4
540-858-3010
SCALE:
AS SHOWN
EXISTING TELEPHONE PEDESTAL u
Developer:
Address, Including Zip Code & Telephone No.
Power: Allegheny Power Gas: Shenandoah Gas Co. Phone: Verizon
SAME AS ABOVE
SAME AS ABOVE
DESIGNED
BY:
JNT
P.O. Box 1458 P.O. Box 2400 P.O. Box 17398
Hagerstown, MD 21741 Winchester, VA 22604 Baltimore, MD 21297
FILE
NO. 5231
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
151 WINDY HILL LANE
1-800-654-3317 (540) 869-1111 (301) 954-6282
HANDICAPPED PARKING NOTE
SHEET 1
OF 1
GREENWAY ENGINEERING
STER, VA 22602
Handicapped arkin spaces and aisles shall slope
pp parking P P
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
540.662.4185
540.66
0 9 - 0
6
y
A
GREENWAY ENGINEERING
151 Windy Hill Lane
Founded to 1971 Winchester, Virginia 22602
TRANSMITTAL
Project Name: Capon Valley Bank -Building Addition Site Plan
File No: 5231
Date: Tue, Aug 25, 2009
To: FC Planning
Attn: Candice Perkins
Copied
Delivery: ❑ Fed Ex ❑ U.S. Mail
❑ Other
From: Jeremy Tweedie/dlm
GREENWAY ENGINEERING
Phone: 540-662-4185
Fax: 540-722-9528
R Courier ❑ Pick Up
Urgent v For Your Review ❑ As You Requested F-/] Please Comment
Message
Candice,
Per our phone conversation, attached is the following for your review and approval:
-10 copies of the revised building addition site plan with corrected property owner information for
Parcel Tax Map #28-A-14
Thank you for your assistance. Call with any questions.
Hand Delivery and Pick Ups Only:
Received by: Date: Time:
Please Print Name:
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GENERAL NOTES
SITE INFORMA TION
PROJECT INFORMA TION
VICINITY MAP
a
1. Methods and materials used in the construction of the improvements herein shall conform to the current
SCALE: 1 = 2000
Z
County construction standards and specifications and/or current VDOT standards and specifications.
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during
the development The these in
EXISITNG BOUNDARY INFORMATION TAKEN
PARCEL
IDENTIFICATION NO. 28-((A))-14B (After Lot Consolidation)
STREET ADDRESS: 6701 NORTHWESTERN PIKE
construction, must be provided prior to issuance of site permit. approval of plans
s agent of the responsibilities contained in the Virginia Erosion and Sediment
no way relieves the developer or his g p g
0 AVAILABLE ND R
FOR A E LA RECORDS.
PROJECT
SITE AREA: 5.9926 AC
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W
Control Handbook.
DISTURBED AREA: 100 SF
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W
3. A be from the Office of the Resident Engineer, Virginia Department of Transportation
CURRENT ZONING: B2
-
Z
permit must obtained
ALL SIGNS SHALL CONFORM
CURRENT USE: BANK w/ D/T
(VDOT) and Frederick County prior to construction in existing State right-of-way.
TO SECTION 165-30 AND
PROPOSED USE: BANK w D T
/ /
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
required under State law.
165-131 OF THE FREDERICK
COUNTY SUBDIVISION AND
SETBACKS: REQUIRED PROVIDED
FRONT PRIMARY 50' 66'--�-
REAR - NA
ii �'�
W o
"A
ZONING ORDINANCES
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5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held
Representatives the Virginia Department Transportation
SIDE - NA
MAXIMUM HEIGHT: 35' 35' OR LESS
-
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cn
�
01
ao
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with the Developer, County Representatives, and of of
THAN
-
I 5
VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be
(VDOT) g / P P
ALL BUILDING HEIGHTS SHALL
CANOPY DIMENSIONS 26' out x 24' long x 16' height
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responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
CONFORM TO SECTION 165-83
OF THE FREDERICK COUNTY
PARKING
REQUIRED REQUIRED= 7.7 SPACES
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SUBDIVISION AND ZONING
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6. An approved set of plans and all applicable permits must be available at the construction site. Also, a
ORDINANCES
EXISTING= 24 SPACES
Z x
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representative of the developer must be available at all times.
PROPOSED AFTER REVISIONS= 14 SPACES
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7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
(INCLUDING 2 HC)
--
Wr,o
of
R-4 10
on
Control Devices (MUTCD).
Q
,«'
8. All unsuitable material shall be removed from the construction limits of the roadway before placing
0�
embankment.
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
Engineering b the
than 6 will require revised pavement section prepared b Greenwa and approved owner.
q P P P Y Y g g PP Y
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Q)
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
ROUTE 50 NORTHWESTERN PIKE x 701.1 J_
on the plans and as required at the field inspection.
It. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
RAU VARIES
POSTED SPEED 55 MHP
W
be minimum 6" diameter and conform to VDOT standard SB-1.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
`' 6
one litter receptacle shall be provided at the construction site.
"-
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
HC
- x 700.5
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
----- _
'--702- /�
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
-
z
condition at all times.
O
_
14. Notification shall be given to the appropriate utility company Prior to construction of water and/or sanitary
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets,
01.03
U1
and connections to existing lines.
GUl
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of the Frederick County Sanitation Authority.
AVM
3N0 1
/�' / / \
< LAPIN: 28-A-14 /
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
•---700--- /
x700.6
/
utility verification and the proposed construction.
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a
��
j _�' _ DER°�ON ARTHUR"LYNDALL t BEiTY K
PIN: 24- 4E,/ `I' RA
, -� ANDERSON ART14UR..LYNOALL 4 BETTY K '•. �,
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result of his construction project within or contiguous to the existing right-of-way.
,-�� IZoNE: B2 ` ,'
k
x 698.8
E+
18. When is within easements of utilities, letters of permission from all involved companies
/ /
grading proposed
to Frederick County Public Works Department to issuance of and/or site
<� �A�--
/ < PIN: 28-A=1
EX H j
must be provided prior grading
development permits.
-_ T!
ANiDER60N ARLAN IvON t MARY_.NAIt=
�% ) ZO�JE: ,� _ -_
�+ _ "� -� �'- ' -�
_ c-PKE W •-,
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/ 700.E 6 PROF OSED /�
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19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
-- -__-''�
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_-- - �-- �0 �.--`' '-may`"-�-- PIN: 28-A-14
_�.. - c-_--`.�-�-'•'�� ANDERSON ARTHUR
1
CONC. snu 1211 BUMPER 8
/ �I� �69
/ ' L LARDS
OF
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20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
E>� •�"�-- \ �" �'fNDALL BETTY
�. ZONE,
EX IUMDOIU .i
in accordance with state law. In the event ravesites are discovered during construction, the owner and
g g
engineer must be notified immediately.
Fiw- _ BT��-••�' a RA _ _�-~~"
- f- -` --' ��`
P�OPOSED /
'_GOf c__ J_ �`OOFLItdE X
EX. BLDG � CONTRACTOR 697
MARK
D. SMITH
No.022837
9
21. The contractor is to verify field conditions prior to and during construction and notify Greenwa En ineerin
P g Y Y Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
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'-�� ��`� CONSOLIDATE6 AX PARCEL 28-A-14B e
\��., �` THE GAPON'VALLkY BANK
/
1925 sr EX WINDouI TO SAW CUT EXISTING CONCRETE t PAVEMENT AS
II6 REQUIRED FOR BUILDING ADDITION AND CENTER
EX BOLLARDS f �' TELLER UNIT 1 COLUMN
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22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard
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ZONE:102 / /
y �� � 5.9926 ACRES � /= � �'
�, �• /Arrc 1so.00'
AREAS.
/ (TBR) 12 I . i / /
EX TELLER 7� � / CONTRACTOR SHALL CONCRETE PATCH AND/OR
S10NAL
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
to Frederick County to construction. If a
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, , • Qr� RADIUS i 3901.15'
PIN: 28- 63A ��
TOIUER w;�. / OQTA - or+3'45'
WMDOW
(TBR) PAVEMENT OVERLAY ANY AREAS AS REQURIED TO
/
professional engineer and results submitted prior pavement
geotechnical report has been prepared, it should supersede the requirements in this note.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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DEYELOpERa LLG /< rANOFNr - 60.00'
ZONEi' RA 9es� / / yj548 CHORD BFARING - N 71•49JJ• E
/ t Vr CHORD LEW N - 119.99'
< < ' �`•. s o4224 PINZ28-A-126
- i �.% PROVIDE SMOOTH TRANSITION AND ENSURE
PROPOSED TELLER - BY/
-I � POSTITIVE DRAINAGE
/ ADDITION ( I - -I0,
/ 12 of PROP S$ /
or blastingat least two 2 workingdays, but not more than ten 10 workingdays, prior to commencement of
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excavation or demolition. Names and telephone numbers of the and operators underground utility lines in
< PIN 28-A-63C J ERSON ARTHUR LYNDALL _t..BETTY K
R'43HID KHURRAM K i �� Nam
ZONE: RA AMNA Z �,__7 �S��A ZONE:
BO x 696,5
/
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Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
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24. All utilities to be located underground.
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25. All outdoor lighting must be shielded from adjoining properties and road right-of-ways.
Note: An lace within these plans statingGreenwa Engineering, shall represent Greenwa Engineering, , Inc.
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21
�_ DISTANCE _� 15 EXISTING PARKING TO BE REMOVED
`CoR �8 x PROVIDE 6 PARALLEL PARKING SPACES,
STACK
SSa� ING r STRIP AS SHOWN
( / �� \ °8.9 DISTANCE
�"► 12
0
Z
�
LEGEND
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR -- " - - ----- - - - --- --
BOUNDARY & ADJOINERS VIEW
f' `'
E--�
PROPOSED CONTOUR 400
d'
EXISTING EDGE OF PAVEMENT --- ---- --- -- --- --
200 0 200 400
- --- `
x 695,0
•�a,..F�CIWE
��pit' 20 10 0 20 40
W
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PROPOSED EDGE OF PAVEMENT
ED /
a
EXISTING CURB AND GUTTER
-
SCALE: I 200
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Y
PROPOSED CURB AND GUTTER
$° SGALE: I 20'
41 H
Z
TRANSITION TO REVERSE CURB
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EXISTING TELEPHONE LINE - - i - - - - T - - - - T - - -
SITE PLAN VIEW
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w w
PROPOSED TELEPHONE LINE T
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EXISTING STORM SEWER
W
FIRE MARSHAL'S NOTE
FREDERICK COUNTY APPROVAL
SEWER
PROPOSED STORM SEWER
EXISTING SANITARY SEWER -- ---$--- -- - --S--• - - -�- - -
S
J
J
Fire lane
i t t FLM APP R;
�--�
`�
PROPOSED SANITARY SEWER
markings and siSnaae:
"No
L`W/ 1 � L 5` NAME,"---- � ^ - �1 a 1 � p l
>
�
EXISTING ELECTRIC SERVICE -- - E -- - - - E - - - - E - - -
An Parking" signs and yellow painted curb locations will be installed
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direction
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
PROPOSED ELECTRIC SERVICE E
Yinspectionof the Fire Marshals Office.
b field ms ection at the
p
SITE PLAN! MIRBER __ I �•'O9
Z Z
**SITE PLAN VALID FOR (5) YEARS FROM DATE OF ZONING ADMINISTRATOR APPROVAL**
EXISTING GAS LINE - - - - - -- G -- -- - - G -- - -
TRIP GENERATION DATA
Project Name:
�
Project Number:
PROPOSED GAS LINE G
CAPON VALLEY BANK - BUILDING ADDITION
CL
Q
CLASS
USE
DWELLING UNITS
* TRIP RATE
TRIP RATE USE
VPD
PROPERTY LINE �--- -��-
♦ ,
V
EXISTING EASEMENT LINE --- - - ---
Magisterial District:
Date of Plan: (Month, Day, Year)
PROPOSED EASEMENT LINE
CENTERLINE
NO ADDITIONAL
TRAFFIC
BACK CREEK MAGISTERIAL DISTRICT
July 9, 2009
EXISTING TREE LINE
Owner:
Address, Including Zip Code & Telephone No.
DATE:
July 9,
2009
FLOW LINE ... ...
P.O. BOX 119
UTILITY CONTACTS
FENCELINE - X X - X
THE CAPON VALLEY BANK
WARDENSVILLE WV, 26851
EXISTING UTILITY POLE/GUIDE WIRE � -4
540-858-3010
SCALE:
AS SHOWN
EXISTING TELEPHONE PEDESTAL
Developer:
Address, Including Zip Code & Telephone No.
DESIGNED BY:
JNT
Power: Allegheny Power Gas: Shenandoah Gas Co. Phone: Verizon
SAME AS ABOVE
SAME AS ABOVE
P.O. Box 1458 P.O. Box 2400 P.O. Box 17398
Hagerstown, MD 21741 Winchester, VA 22604 Baltimore, MD 21297
FILE
NO. 5231
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
1-800-654-3317 (540) 869-1111 (301) 954-6282
HANDICAPPED PARKING NOTE
G R E E NWAY ENGINEERING
151 WINDY HILL LANE
WINCHESTER, VA 22602
SHEET
1 OF
1
Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
Virginia Utility Protection Service 1-800-552-7001
540.662.4185
0 9 - 0
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