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VICINITY MAP
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GENERAL NOTES:
GENERAL NOTES
1. The project illustrated on these plans is located along Fairfax Pike (State Rt.
277) near the intersection with Hudson Hollow Road (State Rt. 636) in the
Opequon Magisterial District in the County of Frederick, Virginia. The property is
currently used as Sherando Park. The proposed facility is intended to be used as
an extension to an existing storage building for the Maintenance Department of
the Park. The project consist of a 20 foot by 26 foot addition to the existing
pole building used which is used for storage and is located on parcel 86((A))143.
2. Property Owner/Developer Contact: Mr. Matthew Hott
COUNTY OF FREDERICK
107 North Kent Street, Winchester, VA 22601
Telephone: 540-665-5643
3. Engineer: Contact: Mr. Timothy G. Painter \
PAINTER—LEWIS, P.L.C.
817 Cedar Creek Grade, Suite 120
Winchester, Virginia 22601 Telephone: (540) 662-5792
4. Property boundary and topographic information shown on these plans was
collected by PAINTER—LEWIS, P.L.C.
5. Site Data:
PINs: 86((A))143, Parcel Areas: 128.404 Acres
Zoning: (RA) Rural Areas District
Use: SHERANDO Park
Front Yard Setback: Required — 60' Provided — 1,853'+ to new building
Rear Yard Setback: Required — 50' Provided — 23'+ to new building
Side Yard Setback: Required — 50' Provided — 194'+ to new building
Maximum Building Height: Allowed — 35' Proposed — 25'
Maximum FAR: Allowed — 1.0
Proposed Total Floor Area = 520 sf = 0.0001 FAR
6. Environmental Features:
Wetlands — No wetlands have been identified on this site.
Flood plains — No Flood plains exist on this site
Sinkholes — No sinkholes have been identified on this site.
Steep Slopes — No steep slopes have been identified on this site.
7. E & S and Storm water management is not required. Distrubance is less than
2800 SF.
8. Landscaping Requirements: Not Required
9. Buffering Requirements: N/A Not Required
10. Lighting: No Outdoor Lighting Proposed
11. Signage: No Signage Proposed
12. Parking Space Requirements: Required: None
13. Signage and Lighting alterations must conform to the Frederick County Zoning
Ordinance requirements.
14: Previous Approvals: SP# 26-88
SP# 35-88
SP# 21-89
SP# 25-91
M=86—A-119
D I L. Fink
Instr.# 002641
Zone
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SHERANDO HIGH SCHOOL
FREDERICK COUNTY SCHOOL BOARD
DB 751 PG 1771
Zoned:HE
Use: HIGH SCHOOL
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ND PARK
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PUBLI PARK
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TM=86—A-60 TM— 6—A— OE " T — 6— —209
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140 T D ie D.B. 864,
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oned:RA Zone n 0 1 D.B. �B Zon � :RA
Use: Residen al e. , e oned:RA
Re 'Rental Use: Vant Use Vacant
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ABBREVIATIONS
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BOUT
315 Tasker Road
COQ CLEAN
Stephens City, VA 22655
DIA. DIAMETER
540-868-1061
EOP EDGE OF PAVEMENT
EOG EDGE OF GRAVEL
j
ESMT. EASEMENT
Frederick County Inspections Department
EX. EXISTING
107 North Kent Street
F.F.E. FINISHED FLOOR ELEVATION
Winchester, VA 22601
FH FIRE HYDRANT
540-665-5650
F.LS. FIRE LANE SIGN
Go. GAUGE
EROSION AND SEDIMENT CONTROL
GM GAS METER
Frederick County Department of Public Works
HCR HANDICAP RAMP
107 North Kent Street
INV INVERT
Winchester, VA 22601
IPF IRON PIPE FOUND
540-665-5643
IPS IRON PIPE SET
LT. UGHT
PUBLIC ROAD IMPROVEMENTS
MP
NOTATO SCALE
Virginia Department of Transportation
.S.
2275 Northwestern Pike
OHE OVERHEAD ELECTRIC
Winchester, VA 22603
OHT OVERHEAD TELEPHONE
540-535-1818
PROPERTY LINE
PPLL
PVMT PAVEMENP10LE
RCP REINFORCED CONCRETE PIPE
T.B.R. TO BE REMOVED
(�
T.B.P. TO BE PRESERVED or PROTECTED
TOP OF CURB
\TC
TEL. TELEPHONE
TRB TELEPHONE RISER BOX
TVRB TELEVISION RISER BOX
TYP or TYP. TYPICAL
UGE UNDERGROUND ELECTRIC
UGG UNDERGROUND GAS
UG CATV UNDERGROUND CABLE T.V.
UGT UNDERGROUND TELEPHONE
XFMR ELECTRIC TRANSFORMER
WL WATERLINE
WM WATER METER
WPP WOOD POWER POLE
WTP WOOD TELEPHONE POLE
WV WATER VALVE
25'R RADIUS IN FEET
*00.00 PROPOSED SPOT ELEVATION
HUDSON HOLL\@W
RTE. 0. 636
40' ncr
TM= —A-209 \
Elizabeth A. Ritter
WF 0200 72
D.B. 931, PG. 80
D . 45, PG, 5 2
ned:RA
Use: scant
X(00.00) EXISTING SPOT ELEVATION
UTILITY AND REGULATORY CONTACTS:
SEWER SERVICE
WATER SERVICE
Frederick County Sanitation Authority
Frederick County Sanitation
315 Tasker Road
Authority
Stephens City, VA 22655
315 Tasker Road
540-868-1061
Stephens City, VA 22655
540-868-1061
BUILDING INSPECTIONS
Frederick County Inspections Department
NATURAL GAS
107 North Kent Street
Washington Gas
Winchester, VA 22601
350 Hillandale Lane
540-665-5650
Winchester, VA 22602
540-868-7923
EROSION AND SEDIMENT CONTROL
Frederick County Department of Public Works
ELECTRIC SERVICE
107 North Kent Street
SHERANDOah Valley Electric
Winchester, VA 22601
Cooperative
540-665-5643
3463 Valley Pike
Winchester, VA 22602
PUBLIC ROAD IMPROVEMENTS
540-450-0111
Virginia Department of Transportation
2275 Northwestern Pike
TELEPHONE SERVICE
Winchester, VA 22603
Verizon
540-535-1818
404 Hillandale Lane
Winchester, VA 22602
540-665-3156
LIST OF DRAWINGS:
SHEET 1/4: COVER SHEET
SHEET 2/4: SITE PLAN
SHEET 3/4: 6" FIRE LINE PROFILE AND CONSTRUCTION NOTES
SHEET 4/4: F.C.S.A. WATER SYSTEM DETAILS
SHERANDO PARK -MAINTENANCE FACILITY
PROPOSED ADDITION TO EXISTING POLE
0 BUILDING
OPEQUON MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
SP #04-17
ZONING ADMINISTRATOR DATE
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
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MOTHY PAINTER aR
Lir. 0. 018260
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SjONAL
CONSULTING
ENGINEERS
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
PAINTER=LEWIS, P.L.C.
817 Cedar Creek Grade, Suite 120
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: office@painterlewis.com
JOB NO.: 1701009 SHEET1
JANUARY 18, 2017 1/4
Latest Revision Date: March 28, 2017
NOTE: Area of disturbance for
the construction of this
Maintenance Shed Addition is
c
less than 2,800 square feet.
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COUNTY OF FREDERICK\
\ / �}\� / SIGN DETAIL
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Zoned:MH-1
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/ \ Scale in Feet DRAWN BY: JOB NO.:
\ P -L 1701009
SCALE: DATE:
` SHOWN 01/18/17
\ \ \ SHEET:
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COUNTY OF FREDERICK 2�
DB 440 PG 421
Zoned:RA
Use: PUBLIC PARK m
mix �
Ex. 10" Oak } /
Ex. 6" Twin Oa 'r
40 40
Ex. 8" Oak Q G
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PR. F.H. ASSY.
PR. 6"0 GV & BOX`
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Container
Used for Storage
Ex. Bollards�L�' '
Ex. Gravel Lot
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PR. CONNECTION TO THE EX. 8"0 WATER MAIN TO BE MADE BY
F.C.S.A.
-6"0 TAPPING SLEEVE AND VALVE
& Box
-MAKE CONNECTION AND BEGIN THE
WATER MAIN CONSTRUCTION
THE CONTRACTOR SHALL:
1. REMOVE EXISTING FORCE MAIN AT CROSSING.
2. INSTALL 20' FULL JOINT OF CLASS 52, DIP SLEEVE
CENTER ON CROSSING.
3. INSTALL NEW FORCEMAIN THROUGH SLEEVE AND CONNECT
TO EXISTING FORCEMAIN WITH PROPER COUPLINGS.
4. PERFORM WORK AND PROVIDE MATERIALS PER FCSA
INSPECTOR'S REQUIREMENTS.
3 \ INSTALL 20 FEET OF 4" DIP, CLASS 52,
\ SLEEVE CENTERED OVER THE 2" PVC FORCE
MAIN
3 PR. 8"x8"x6" TAPPING SLEEVE
& PR. 6"0 TAPPING VALVE & BOX }
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Meter ^ /
JOB NO.
6
FIRE UNE PROFILE
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COUNTY OF FREDERICK 2�
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Use: PUBLIC PARK m
mix �
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PR. CONNECTION TO THE EX. 8"0 WATER MAIN TO BE MADE BY
F.C.S.A.
-6"0 TAPPING SLEEVE AND VALVE
& Box
-MAKE CONNECTION AND BEGIN THE
WATER MAIN CONSTRUCTION
THE CONTRACTOR SHALL:
1. REMOVE EXISTING FORCE MAIN AT CROSSING.
2. INSTALL 20' FULL JOINT OF CLASS 52, DIP SLEEVE
CENTER ON CROSSING.
3. INSTALL NEW FORCEMAIN THROUGH SLEEVE AND CONNECT
TO EXISTING FORCEMAIN WITH PROPER COUPLINGS.
4. PERFORM WORK AND PROVIDE MATERIALS PER FCSA
INSPECTOR'S REQUIREMENTS.
3 \ INSTALL 20 FEET OF 4" DIP, CLASS 52,
\ SLEEVE CENTERED OVER THE 2" PVC FORCE
MAIN
3 PR. 8"x8"x6" TAPPING SLEEVE
& PR. 6"0 TAPPING VALVE & BOX }
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FREDERICK COUNTY SANITATION AUTHORITY
CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at
www.fcso-water.com. Z
2. The contractor shall adhere to the Authority's standards and specifications in effect at the
time of construction.
3. The contractor shall coordinate with and arrange for inspection by the Authority.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the
manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
The Authority shall furnish all needed material and make the tap. An Application for Wet Tap
shall be submitted and the initial fee paid before the tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with the
Authority's inspector.
7. The Authority's maintenance division shall furnish and install all water meters though 2 inch
in size. It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the coppersetter shall be between 18
and 21 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. The Authority shall furnishand install:
1. all 15/8"x3/4". 3/4 , 1 , %�� and 2 water services.
2. all sewer services.
b. The owner/developer shall:
1. coordinate (or have the contractor coordinate) the location of the service lateral
with the Authority's engineering assistant.
2. submit an Application for Service and pay the required fees.
JOB NO.
6
FIRE UNE PROFILE
0
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FREDERICK COUNTY SANITATION AUTHORITY
CONSTRUCTION NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at
www.fcso-water.com. Z
2. The contractor shall adhere to the Authority's standards and specifications in effect at the
time of construction.
3. The contractor shall coordinate with and arrange for inspection by the Authority.
4. The contractor shall connect a new sewer line to an existing manhole by core drilling the
manhole.
5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap.
The Authority shall furnish all needed material and make the tap. An Application for Wet Tap
shall be submitted and the initial fee paid before the tap is made.
6. Exact locations of water and sewer services on new lines are to be coordinated with the
Authority's inspector.
7. The Authority's maintenance division shall furnish and install all water meters though 2 inch
in size. It is the contractor's responsibility to have the meter box assembly installed correctly.
Before a permanent meter is installed:
a. The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
b. The frame and cover shall be set to final grade.
c. The distance between the top of the cover and the coppersetter shall be between 18
and 21 inches.
d. All components of the meter box assembly shall be in proper working order.
8. For services that connect to existing lines:
a. The Authority shall furnishand install:
1. all 15/8"x3/4". 3/4 , 1 , %�� and 2 water services.
2. all sewer services.
b. The owner/developer shall:
1. coordinate (or have the contractor coordinate) the location of the service lateral
with the Authority's engineering assistant.
2. submit an Application for Service and pay the required fees.
9. All water service lines must have a backflow prevention assembly (double check valve or
RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.
H
10. All fire lines must have backflow prevention assembly (detector double check valve of RPZ,
as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior,
privately owned fire line shall also have a fire service meter. This assembly shall be installed
immediately before the backflow prevention unit. Radio read remotes are required.
11. The Authority shall review the mechanical plan(s) for design and material approval of a
building's:
a. domestic water meter and its backflow prevention device, and/or its
b. fire service line's backflow prevention device.
12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to
Operate and a copy of the station's DEQ approved 0&M manual. These documents must be
received before substantial completion is issued and water meters released.
NOTES: FREDERICK COUNTY SANITATION AUTHORITY GENERAL NOTES
1. THE CONTRACTOR SHALL ADJUST F.C.S.A. FACILITIES PER F.C.S.A. INSPECTOR'S REQUIREMENTS.
2. THE CONTRACTOR SHALL PERFORM TEST PITS OVER EXISTING WATER MAIN, AS REQUIRED BY F.C.S.A.
INSPECTOR.
3. SEE SHEET 3 FOR A LAYOUT OF THE PROPOSED EASEMENT PLAN.
4. THE CONTRACTOR SHALL ADJUST THE EXISTING F.C.S.A. FACILITIES TO MEET THE PROPOSED FINISH
GRADES, AS REQUIRED BY THE SITE INSPECTOR. w
5. ALL TREES AND SHRUBS SHALL BE INSTALLED OUTSIDE OF THE F.C.S.A. UTILITY EASEMENTS, EXCEPT AS 0
PERMITTED.
THE CONTRACTOR SHALL:
1. REMOVE EXISTING FORCE MAIN AT CROSSING.
2. INSTALL 20' FULL JOINT OF CLASS 52, DIP SLEEVE
CENTER ON CROSSING.
3. INSTALL NEW FORCEMAIN THROUGH SLEEVE AND CONNECT
TO EXISTING FORCEMAIN WITH PROPER COUPLINGS.
4. PERFORM WORK AND PROVIDE MATERIALS PER FCSA
INSPECTOR'S REQUIREMENTS.
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9. All water service lines must have a backflow prevention assembly (double check valve or
RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.
H
10. All fire lines must have backflow prevention assembly (detector double check valve of RPZ,
as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior,
privately owned fire line shall also have a fire service meter. This assembly shall be installed
immediately before the backflow prevention unit. Radio read remotes are required.
11. The Authority shall review the mechanical plan(s) for design and material approval of a
building's:
a. domestic water meter and its backflow prevention device, and/or its
b. fire service line's backflow prevention device.
12. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to
Operate and a copy of the station's DEQ approved 0&M manual. These documents must be
received before substantial completion is issued and water meters released.
NOTES: FREDERICK COUNTY SANITATION AUTHORITY GENERAL NOTES
1. THE CONTRACTOR SHALL ADJUST F.C.S.A. FACILITIES PER F.C.S.A. INSPECTOR'S REQUIREMENTS.
2. THE CONTRACTOR SHALL PERFORM TEST PITS OVER EXISTING WATER MAIN, AS REQUIRED BY F.C.S.A.
INSPECTOR.
3. SEE SHEET 3 FOR A LAYOUT OF THE PROPOSED EASEMENT PLAN.
4. THE CONTRACTOR SHALL ADJUST THE EXISTING F.C.S.A. FACILITIES TO MEET THE PROPOSED FINISH
GRADES, AS REQUIRED BY THE SITE INSPECTOR. w
5. ALL TREES AND SHRUBS SHALL BE INSTALLED OUTSIDE OF THE F.C.S.A. UTILITY EASEMENTS, EXCEPT AS 0
PERMITTED.
THE CONTRACTOR SHALL:
1. REMOVE EXISTING FORCE MAIN AT CROSSING.
2. INSTALL 20' FULL JOINT OF CLASS 52, DIP SLEEVE
CENTER ON CROSSING.
3. INSTALL NEW FORCEMAIN THROUGH SLEEVE AND CONNECT
TO EXISTING FORCEMAIN WITH PROPER COUPLINGS.
4. PERFORM WORK AND PROVIDE MATERIALS PER FCSA
INSPECTOR'S REQUIREMENTS.
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SURVEY: C.I.:
DRAWN BY:
JOB NO.
P -L
1701009
SCALE:
DATE:
SHOWN
01/18/17
SHEET: 3/4
general backfin
to
m
location mark
4° select
ackfill
2 O.D.
STANDARD
location
c
V select
ickfin
All backfill to be compacted to 95%
of= D698 maximum density.
^...,..,
4° select
ackfill
2 O.D.
trench width
as required
Wis
"M
6" dia. schedule 40 steel
pipe filled with concrete
and painted yellow
finished
grade
18" dia.
concrete y `...
encasement /
BOLLARD DETAIL
NOTE:
Weep holes shall not be subject to being submerged. If
installation is in an area having a high groundwater table, the
Authority's engineer shall be contacted for hydrant relocation.
CONCRETE CRADLE CONCRETE ARCH
general backfill as required cc
finished
--_ T grade
E 11
2" min. - 6" max.
location marker
baselect
ckfill/i
CONCRETE ENCASEMENT
TRENCH & BEDDING
-1-
�1
In addition to restraining each joint of the fitting,
any joint that falls within the specified length of
each branch of the fitting shall be restrained.
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
D
6"
8"
12"
16"
18"
20"
24"
L(ft)
60
60
100
120
120
140
160
TEE, CROSS, WYE
D'
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
45°, 22 1/2o, 11 1/4o
D
E;'
8"
12"
16
18"
20"
24"
L (ft)
20
20
20
20
20
20
20
HORIZONTAL BEND
RESTRAINED JOINTS FOR
TEE, CROSS, WYE AND HORIZONTAL BEND
-2-
FEB 09
FEB 09
stone to be
minimum of 91
above top of base
filter cloth stone
joint
stone restraints e
...................... ....................... .......
- ...
...................... ......... ......................
........................ ...............
Al
.. .............
0
...........................
..
:::: xcoi gid.: f#:.
pad V-6" dia. x 6" deep
6" stone
screw type adjustable valve box
valve box adaptor
�— locator marker
FIRE HYDRANT ASSEMBLY
-6-
D1 �L D2
Both joints of the fitting shall be restrained. In addition, all joints within
the specified length on the large side of the reducer shall be restrained.
REDUCER
L
mechanical joint
swivel tee with
6" branch
L = restrained length of
pipe (PVC or DIP)
D = pipe diameter
L� �L D
In addition to restraining the connection, any joint that
falls within the specified length shall be restrained.
D
6"
8"
MOMMOM
16"
18"
20"
24"
L(ft)
60
60
100
120
120
140
160
over -excavation
................... o
...................... ... x .. ' -
=; ; -.: ;:
•.�•
stone
8"x 8"x 16'
solid block
REDUCER
L
mechanical joint
swivel tee with
6" branch
L = restrained length of
pipe (PVC or DIP)
D = pipe diameter
L� �L D
In addition to restraining the connection, any joint that
falls within the specified length shall be restrained.
D
6"
8"
12"
16"
18"
20"
24"
L(ft)
60
60
100
120
120
140
160
VALVE, DEAD END
RESTRAINED JOINTS FOR REDUCER,
GATE VALVE AND DEAD END
-3-
L = restrained length of
pipe (PVC or DIP)
D = pipe diameter
APR 09
FEB 09
a
concrete pad 18" dia. x 6"
6" stone
screw type adjustable valve box
location marker valve box
adaptor
point
stone restraints
:{..
18" to 24
finished grade
48" min.
valve restrained
/— to main
8"x 8"x 16" solid block
for 12" valve
6", 8" and 12"
/� concrete pad 18"
concrete pad 18" dia. x 6" deeper /--finished grade / dia. x 6" deep
6" stone =";f^
Iscrew type adjustable
Note: valve shall
48 min. valve box
be bevel gear
adjustable
type
valve restrained to main
20
40
valve box
valve box
adaptor
o
— type
: o
6U'min.
over -excavation
................... o
...................... ... x .. ' -
=; ; -.: ;:
•.�•
stone
8"x 8"x 16'
solid block
down bend
depth 4 ft. min.
Ld �{
Each sid(
bend she
addition,
the sped
of the fitti
Water
16", 18", 20" and 24"
GATE VALVE
-5-
finished grade
6" stone J
24" min.
screw type
8" & 12"
adjustable
24"
valve box
20
40
Note: valve shall
valve box
be spur gear
adaptor
— type
valve
restrained
to main
0
solid block
Forced Sewer
Ld = down bend restrained length of pipe (PVC or DIP)
Lu = up bend restrained lengthof pipe (PVC or DIP)
D = pipe diameter
APR 09
up bend
45°
D
6"
8" & 12"
16', 18" & 20"
24"
Ld (ft)
20
40
60
80
Lu (ft)
20
20
20
20
221/2-
D
6"
8" & 12"
16", 18" & 20"
24"
Ld (ft)
20
20
40
40
Lu (ft)
Lu (ft)
20
20
20
20
111/4-
D
6"
W& 12"
16',18" & 20"
24"
Ld (ft)
20
20
20
20
Lu (ft)
20
20
20
20
RESTRAINED JOINTS FOR
VERTICAL OFFSET
-4-
FEB 09
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Lic. 018260
vo�o�
�ss-tONAL
SURVEY:
P -L 2'
DRAWN BY: JOB NO.:
P -L 1701009
SCALE: DATE:
SHOWN 01/18/17
SHEET: 4/T