HomeMy WebLinkAbout05-20 Signed First PageF44" FDC LINE
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DIP OUT
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PL4N VIEW
12"
36"x36" H-20
RATED ALUMINUM
ACCESS HATCH -
4" x 2 1/2" x 2 1/2
SIAMESE CONNECTION
5000 PSI
REINFORCED
CONCRETE
Hilt JUYYUKI
6" DIAMETER
SECTION VIEW BLOCKOUT FOR DRAIN
OR APPROVED EQUAL.
PRECAST VAULT BY THE CLEAR FLOW CO.
SUBBASE UNDER VAULT SHALL BE A MINIMUM 6" VDOT #57 STONE.
FREESTANDING FDC WITH CONCRETE VAULT
NTS
SAFETY FENCE
PERSPECTIVE VIEW
PERSPECTIVE VIEW PERSPECTIVE VIEW
PLASTIC FENCE METAL FENCE
SOURCE: CONWED PLASTICS
VDOT ROAD AND BRIDGE STANDARDS PLATE. 3.1-1
Pavement or Impervious Surface SiItSoxxTM (8", 12", or 18" TYPICAL)
Concrete blocks or sand bags sized as needed (10' O.C.)
WORK AREA //; AREA TO BE PROTECTED
SECTION NTS
Concrete blocks or sand bags sized as needed (10' O.C.)
AREA TO BE
PROTECTED
—SiltSOxxTM (8", 12", 18" TYPICAL)
WATER FLOW
WORK AREA
W1 NOTES:
1. ALL MATERIAL TO MEET SPECIFICATIONS.
2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS.
3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY
ENGINEER.
PLAN NTS
SiltSoxxTM for Sediment Control on Pavement
NTS
PROJECT DESCRIPTION AND GENERAL NOTES
1. THE SITE IS LOCATED AT THE CORNER OF ROUTE 50 AND ARBOR COURT IN
FREDERICK COUNTY, VIRGINIA.
2. THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS 7,400 S.F. FOR THE
CONSTRUCTION OF A BUILDING ADDITION (5,440 SF) FOR ADDITIONAL WAREHOUSE
SPACE. THE SITE CONSISTS OF EXISTING COMPACTED GRAVEL AND DRAINS FROM
THE SOUTH TO THE NORTH. COMPOST FILTER SOXX WILL BE USED AS THE E&S
MEASURE AN SHALL BE PLACED DIRECTLY ON THE COMPACTED GRAVEL AS SHOWN
ON THE DETAIL ON THIS SHEET.
3. PLACE SILT SOXX PER SPECIFICATION AND ORANGE SAFETY FENCE SURROUND LIMIT
OF CLEARING AND GRADING AREA.
4. THE PROPOSED BUILDING ADDITION (ON EXISTING IMPERVIOUS AREA) AND THERE IS
NO REQUIRED ADDITIONAL LANDSCAPING. AND NO IMPACT TO THE EXISTING
LANDSCAPING, NO NEW SIGNAGE, AND NO ADDITIONAL OR REQUIRED PARKING.
5. NO PROPOSE LIGHT WITH THIS BUILDING ADDITION. HOWEVER IF THE OWNER
DECIDED TO INSTALL ADDITIONAL OUTSIDE LIGHT, THE LIGHT SHALL BE DOWNCAST
AND FULL CUTOFF AND SHALL BE IN CONFORMANCE WITH THE FREDERICK COUNTY
ZONING ORDINANCE §165-201.07
6. CONTRACTOR REQUIRE TO CLEANING/REMOVAL ANY SEDIMENT ON PUBLIC OR
PRIVATE ROAD.
7. CONTRACTOR REQUIRE THAT ALL TEMPORARY CONTROLS TO BE REMOVED WITHIN
30 DAYS ONCE NO LONGER NEEDED.
8, CONTRACTOR TO PERFORM WEEKLY MAINTENANCE AND INSPECTION AFTER EACH
RAIN EVENT AND REMOVE ANY SEDIMENT THAT WAS COLLECTED BEHIND THE SILT
SOXX.
CALL "MISS UTILITY"
VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS
PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY
OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE
UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS
RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE
AND REGULATIONS.
'UTILITY NOTICE REQUIRED
Contractors shall notify all public utility operators who maintain
underground utility lines in the area of proposed excavating 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 operators of underground
utility lines appear below. These numbers shall also be used to
serve in an emergency condition
Water/Sewer: Frederick Water
P.O. Box 11877
Winchester, VA. 22604
(540) 868-1061
Power: Shenandoah Valley Electric Coop
3463 Valley Pike
Winchester, VA 22602
(540) 450-2051
Phone Verizon
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Gas: Shenandoah Gas Co.
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
E&S LEGEND
N0. TITLE KEY SYMBOL
OMP E— _ _iER SOCK CFS f cm I
3.01 PLAST -- - - =TY FENCESAF — d
general backfill
location
marker
a"
location marker
EG
�'
location mark,
24" select
backfill
12" All backfill to be compacted to 95
of ASTM D698 maximum density.
'"'"- 12"
STANDARD
location
c
24" select
backfill
6'
CONCRETE ENCASEMENT 31,
TRENCH & BEDDING
-1-
•rr
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
i120
140
160
TEE. CROSS, WYE
1 D
f/ L = restrained length of pipe (PVC or DIP)
\ D = pipe diameter
45°, 221/2', 11 1/4'
D
6"
8"
12"
16"
18"
20"
24"
L (ft)
20
1 20
1 20
1 20
1 20
1 20
20
HORIZONTAL BEND
RESTRAINED JOINTS FOR
TEE, CROSS, WYE AND HORIZONTAL BEND
-2-
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.
L = restrained length of
pipe (PVC or DIP)
D = pipe diamete
L (ft)
D2
D1
8
12"
16'
18'
20,
24'
6"
40
60
100
120
120
140
8"
-
60
80
100
120
140
12'
-
-
60
80
100
120
16'
-
-
-
40
1 60
100
18`
-
-
-
-
11-_ 90
20'
-
--
-
-
- 60
REDUCER
In addition to restraining the connector a r ,a--.:
falls within the specified length shal be ref aii
D
6'
8'
12'
t 6' '
°' W
24"
L (ft)
60
60
100
- . _
- --
160
VALVE, DEAD END
RESTRAINED JOINTS FOR REDUCER,
GATE VALVE AND DEAD END
-3-
L = restrains- ength of
pipe (P. _ cr DIP)
D = pipe dia-eter
OWNER/DEVELOPER
ALLIED SYSTEM REAL ESTATE LLC
119 ARBOR COURT
WINCHESTER, VA 22602
540-665-9600
MAR 18
FEB 09
FEB 09
finished grade
down bend Ld = down bend restrained length of pipe (PVC or DIP)
depth 4 ft. min. Lu = up bend restrained lengthof pipe (PVC or DIP)
Ld D = pipe diameter
up bend
!a depth
17
D
Each side of any vertical offset !
bend shall be restrained. In Lu -
addition, any joint that falls within
the specified length on each side
of the fitting shall be restrained.
45°
D
6"
8" & 12"
16', 18' & 20"
24"
Ld (ft)
20
40
60
80
Lu (ft)
20
20
20 _
20
22 1 Z
D
6"
8" & 12"
16", 18" & 20"
24"
Ld (ft)
20
20
40
40
Lu (ft)
20
20
20
20
11 1/4'
D
6"
8" & 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
concrete pad 18' dia. x 6" deep-1 r— finished grade
6" stone—�
6" s box
box
�ptor
joint
restraints
screw type adjustable valve
48" min.
location marker valve
ada
restrained
stone
r
_valve
to main
U
18" to 24"—"
L— 8"x 8"x 16" solid block
for 12" valve
6", 8" and 12"
concrete pad 18"
concrete pad 18" dia. x 6" deep
finished
grade
dia. x 6" deep
6" stone
screw type adjustable
Note: valve shall
6" stone
24" min.
48" min.
valve box
be bevel gear
type
screw type
valve restrained to main
adjustable
valve box
Note: valve shall
valve box
be spur gear
valve box
adaptor
type
0
adaptor
60' min.
over -excavation
valve
8"x 8'x 16'
solid block
tnisrhed
grade
Water
restrained
to main
8"x 8N 16"
solid block
Forced Sewer
16", 18", 20" and 24"
GATE VALVE
-5-
APR 09
6" dia. schedule 40 steel -
pipe filled with concrete 3'
and painted yellow
finished T
grade
/ I
5 5.
t 8" dia.
concrete
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.
pad P$" dia. x 6" deep
6'stone
screw type adjustable valve box
valve box adaptor
�— locator marker
FIRE HYDRANT ASSEMBLY
-6-
LEGEND
EXISTING INTERMEDIATE CONTOUR
EXISTING INDEX CONTOUR - -
PROPOSED CONTOUR 400 --
EXISTING EDGE OF PAVEMENT ---
EXISTING CURB AND GUTTER
EXISTING TELEPHONE LINE — —T— — — —T— — — —T— — —
EXISTING STORM SEWER WITH INLET, =
EXISTING SANITARY SEWER WITH MANHOLE —S— — -- S— —
EXISTING ELECTRIC SERVICE — — E— — — —E— — — — E— —
EXISTING GAS LINE — -- G— — — — G— — — — G— — -
EXISTING WATERLINE W/ TEE — —W — — — — W— — '—
EXISTING FIRE HYDRANTNALVE/METER
PROPERTY LINE -'
FENCELINE X X X
EXISTING UTILITY POLE/GUIDE WIRE 0
EXISTING TELEPHONE PEDESTAL ElSIGNS
PARKING INDICATOR
INDICATES THE NUMBER OF TYP. PARKING SPACES tc�
HANDICAP PARKING
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION -`
PROJECT INFORMATION
SITE PLAN NO: SP#05-20
PARCEL IDENTIFICATION NO. 64-A-80F
STREET ADDRESS: 119 ARBOR COURT, WINCHESTER VIRGINIA
PROJECT SITE AREA: 5.0 ACRES
DISTURBED AREA: 7,400 SF.
CURRENT ZONING: M1
CURRENT USE: MANUFACTURING, WAREHOUSE BUILDING SUPPLY
PROPOSED USE: SAME
PROVIDED SETBACKS: REQUIRED PROVIDED
FRONT: 75' 126'
SIDE: 25' 91.98'
REAR: 25' 33'
MAXIMUM BUILDING HEIGHT: 60'
PROPOSED BUILDING HEIGHT: 35' MAX
FAR CALCULATION: TOTAL LOT AREA = 5.0 ACRES = 217,800 SF
TOTAL FLOOR AREA = 34,280 SF
BUILDING AREA/LOT AREA = 0.16 < 1.0
PREVIOUS PLAN APPROVAL: SP#17-77, SP#25-89 & SP#49-02
OWNER/DEVELOPER
ALLIED SYSTEMS CORPORATION
C/O ROBERT FROGALE
1936 MILLWOOD PIKE, WINCHESTER, VIRGINIA 22602
(540) 665-9600
SP# 05-20
SITE PLAN APP 10VAL APPROVALS
NAME D E
SITE PLAN NUMBER S
3
FREDERICK COUNTY ZONING ADMINISTRATOR
*APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5)
YEARS FROM THE DATE OF PLANNING APPROVAL
VICINITY MAP
SCALE: 1'=2000'
mechanical joint NOTES
swivel tee with
6" branch 1. Construction may not begin until plans are approved and a pre -construction meeting has been held
2. These plans are in conformance with Frederick County standards and ordinances. Any deviation or
change in these plans shall be approved by the Planning Department prior to construction.
3. Existing Base Mapping is taken from available data, including an ALTA survey from others, County
GIS Data and asbuilt survey.
JAN 19
DATE I PLAN REVISION
04/15/2021 PROP, 6" DOMESTIC FIRE LINE TO THE BUILDING FOR SPRINKLER SYSTEM
06/02/2021 ADD PROP. 4" DIP FOR FIRE DEPT CONNECTION
07/08/2091 ADDRESS FREDERICK WATER'S COMMENTS
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Lic. No, 26715
sIaNAL
Date: 03/18/2020
Scale: AS SHOWN
Designed By: TNA
File No. 6807
Sheet 1 Of 2