HomeMy WebLinkAbout42-20 Site PlanPROPOSED SAN. LAT. CLEANOUTPROPOSED CENTERLINEEXISTING SPOT ELEVATIONSTORM DRAIN STRUCTURE IDENTIFIERSANITARY MANHOLE IDENTIFIERPROPOSED SPOT ELEVATIONEXISTING CURB AND GUTTERPROPOSED EDGE OF PAVEMENTEXISTING EDGE OF PAVEMENTPROPOSED STORM SEWER WITH INLETEXISTING STORM SEWER WITH INLETPROPOSED TELEPHONE LINEEXISTING TELEPHONE LINETRANSITION TO REVERSE CURBPROPOSED CURB AND GUTTERPROPOSED ELECTRIC SERVICEEXISTING ELECTRIC SERVICEPROPOSED SANITARY SEWER WITH MANHOLEEXISTING SANITARY SEWER WITH MANHOLEPROPOSED GAS LINEEXISTING GAS LINEFENCELINEFLOW LINE PROPOSED WATERLINE W/ TEEPROPERTY LINEEXISTING TELEPHONE PEDESTALEXISTING WATERLINE W/ TEEEXISTING UTILITY POLE/GUIDE WIRESIGNSPROPOSED REDUCEREXISTING FIRE HYDRANT/VALVE/METERINDICATES THE NUMBER OF TYP. PARKING SPACESPARKING INDICATORHANDICAP PARKINGPROPOSED BUILDING ENTRANCEVEHICLES PER DAY COUNTPROPOSED FIRE HYDRANT/VALVE/METERLIGHT POLEEXISTING TREE LINEEXISTING EASEMENTPROPOSED EASEMENT EXISTING CENTERLINEEXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOURPROPOSED CONTOUR151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #42-20N/A2GENERAL NOTES AND LEGENDRev. No.Date TRI-STATE NISSAN
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA10-12-2020INTDWG #120176TFREDERICK WATER CONSTRUCTION NOTES1. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.3. The contractor shall coordinate with and arrange for inspection by Frederick Water.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. Frederick Water shall furnish all needed material and make the tap. a. 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 Frederick Water’s inspector.7. Frederick Water’s maintenance division shall furnish and install all water meters through 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 yoke bar.b. The frame and cover shall be set to final grade.c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.d. All components of the meter box assembly shall be in proper working order.8. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water servicesii. all sewer services. b. The owner/developer shall:i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s engineering assistant.ii. 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 1013.10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.11. Frederick Water 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 water meter and backflow prevention device.12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released.January 2019
10'TYP18'10'10'10'TYP18'10'10'151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #42-20E&S PHASE I & II
TRI-STATE NISSAN
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIAEROSION & SEDIMENT CONTROL PHASE IEROSION & SEDIMENT CONTROL PHASE IIRev. No.Date N/A310-12-2020INTDWG #120176T
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #42-20E&S DETAILSRev. No.Date
TRI-STATE NISSANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
4
10-12-2020
INT
DWG #
12
0176T
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #42-20E&S NARRATIVERev. No.Date
TRI-STATE NISSANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
4A
10-12-2020
INT
DWG #
12
0176T
MINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be consistent with
the VSECH for 9VAC25-840-40 minimum standards:
1.Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site. Temporary soil
stabilization shall be applied within seven days to denuded areas that may not be at
final grade but will remain dormant for longer than 14 days. Permanent stabilization
shall be applied to areas that are to be left dormant for more than one year.
2.During construction of the project, soil stock piles and borrow areas shall be stabilized
or protected with sediment trapping measures. The applicant is responsible for the
temporary protection and permanent stabilization of all soil stockpiles on site as well
as borrow areas and soil intentionally transported from the project site.
3.A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established
until a ground cover is achieved that is uniform, mature enough to survive and will
inhibit erosion.
4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures
intended to trap sediment shall be constructed as a first step in any land-disturbing
activity and shall be made functional before upslope land disturbance takes place.
5.Stabilization measures shall be applied to earthen structures such as dams, dikes
and diversions immediately after installation.
6.Sediment traps and sediment basins shall be designed and constructed based upon
the total drainage area to be served by the trap or basin.
a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre
of drainage area and the trap shall only control drainage areas less than three acres.
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas
greater than or equal to three acres shall be controlled by a sediment basin. The
minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of
drainage area. The outfall system shall, at a minimum, maintain the structural integrity
of the basin during a 100-year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those conditions
expected to exist while the sediment basin is utilized.
7.Cut and fill slopes shall be designed and constructed in a manner that will minimize
erosion. Slopes that are found to be eroding excessively within one year of
permanent stabilization shall be provided with additional slope stabilizing measures
until the problem is corrected.
8.Concentrated runoff shall not flow down cut or fill slopes unless contained within an
adequate temporary or permanent channel, flume or slope drain structure.
9.Whenever water seeps from a slope face, adequate drainage or other protection shall
be provided.
10.All storm sewer inlets that are made operable during construction shall be protected
so that sediment-laden water cannot enter the conveyance system without first being
filtered or otherwise treated to remove sediment.
11.Before newly constructed stormwater conveyance channels or pipes are made
operational, adequate outlet protection and any required temporary or permanent
channel lining shall be installed in both the conveyance channel and receiving
channel.
12.When work in a live watercourse is performed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest
extent possible during construction. Nonerodible material shall be used for the
construction of causeways and cofferdams. Earthen fill may be used for these
structures if armored by nonerodible cover materials.
13.When a live watercourse must be crossed by construction vehicles more than twice in
any six-month period, a temporary vehicular stream crossing constructed of
nonerodible material shall be provided.
14.All applicable federal, state and local requirements pertaining to working in or
crossing live watercourses shall be met.
15.The bed and banks of a watercourse shall be stabilized immediately after work in the
watercourse is completed.
16.Underground utility lines shall be installed in accordance with the following standards
in addition to other applicable criteria:
a.No more than 500 linear feet of trench may be opened at one time.
b.Excavated material shall be placed on the uphill side of trenches.
c.Effluent from dewatering operations shall be filtered or passed through an approved
sediment trapping device, or both, and discharged in a manner that does not
adversely affect flowing streams or off-site property.
d.Material used for backfilling trenches shall be properly compacted in order to
minimize erosion and promote stabilization.
e.Restabilization shall be accomplished in accordance with this chapter.
f.Applicable safety requirements shall be complied with.
17.Where construction vehicle access routes intersect paved or public roads, provisions
shall be made to minimize the transport of sediment by vehicular tracking onto the
paved surface. Where sediment is transported onto a paved or public road surface,
the road surface shall be cleaned thoroughly at the end of each day. Sediment shall
be removed from the roads by shoveling or sweeping and transported to a sediment
control disposal area. Street washing shall be allowed only after sediment is removed
in this manner. This provision shall apply to individual development lots as well as to
larger land-disturbing activities.
18.All temporary erosion and sediment control measures shall be removed within 30
days after final site stabilization or after the temporary measures are no longer
needed, unless otherwise authorized by the VESCP authority. Trapped sediment and
the disturbed soil areas resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation.
19.Properties and waterways downstream from development sites shall be protected
from sediment deposition, erosion and damage due to increases in volume, velocity
and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour
duration in accordance with the following standards and criteria. Stream restoration
and relocation projects that incorporate natural channel design concepts are not
man-made channels and shall be exempt from any flow rate capacity and velocity
requirements for natural or man-made channels:
a.Concentrated stormwater runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving channel, pipe or storm sewer
system. For those sites where runoff is discharged into a pipe or pipe system,
downstream stability analyses at the outfall of the pipe or pipe system shall be
performed.
b.Adequacy of all channels and pipes shall be verified in the following manner:
(1)The applicant shall demonstrate that the total drainage area to the point of analysis
within the channel is one hundred times greater than the contributing drainage
area of the project in question; or
(2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or
banks.
(b)All previously constructed man-made channels shall be analyzed by the use of
a 10-year storm to verify that stormwater will not overtop its banks and by the
use of a two-year storm to demonstrate that stormwater will not cause erosion
of channel bed or banks; and
(c)Pipes and storm sewer systems shall be analyzed by the use of a 10-year
storm to verify that stormwater will be contained within the pipe or system.
c.If existing natural receiving channels or previously constructed man-made channels
or pipes are not adequate, the applicant shall:
(1)Improve the channels to a condition where a 10-year storm will not overtop the
banks and a two-year storm will not cause erosion to the channel, the bed, or the
banks; or
(2)Improve the pipe or pipe system to a condition where the 10-year storm is
contained within the appurtenances;
(3)Develop a site design that will not cause the pre-development peak runoff rate
from a two-year storm to increase when runoff outfalls into a natural channel or will
not cause the pre-development peak runoff rate from a 10-year storm to increase
when runoff outfalls into a man-made channel; or
(4)Provide a combination of channel improvement, stormwater detention or other
measures which is satisfactory to the VESCP authority to prevent downstream
erosion.
d.The applicant shall provide evidence of permission to make the improvements.
e.All hydrologic analyses shall be based on the existing watershed characteristics and
the ultimate development condition of the subject project.
f.If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The
plan shall set forth the maintenance requirements of the facility and the person
responsible for performing the maintenance.
g.Outfall from a detention facility shall be discharged to a receiving channel, and
energy dissipators shall be placed at the outfall of all detention facilities as necessary to
provide a stabilized transition from the facility to the receiving channel.
h.All on-site channels must be verified to be adequate.
i.Increased volumes of sheet flows that may cause erosion or sedimentation on
adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe
system, or to a detention facility.
j.In applying these stormwater management criteria, individual lots or parcels in a
residential, commercial or industrial development shall not be considered to be separate
development projects. Instead, the development, as a whole, shall be considered to be a
single development project. Hydrologic parameters that reflect the ultimate development
condition shall be used in all engineering calculations.
k.All measures used to protect properties and waterways shall be employed in a
manner which minimizes impacts on the physical, chemical and biological integrity of
rivers, streams and other waters of the state.
l.Any plan approved prior to July 1, 2014, that provides for stormwater management
that addresses any flow rate capacity and velocity requirements for natural or man-made
channels shall satisfy the flow rate capacity and velocity requirements for natural or
man-made channels if the practices are designed to (i) detain the water quality volume
and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected
rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow
rate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or
equal to the peak flow rate from the site assuming it was in a good forested condition,
achieved through multiplication of the forested peak flow rate by a reduction factor that is
equal to the runoff volume from the site when it was in a good forested condition divided
by the runoff volume from the site in its proposed condition, and shall be exempt from any
flow rate capacity and velocity requirements for natural or man-made channels as defined
in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.
m.For plans approved on and after July 1, 2014, the flow rate capacity and velocity
requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by
compliance with water quantity requirements in the Stormwater Management Act (§
62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such
land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia
Stormwater Management Program (VSMP) Regulation or are exempt pursuant to
subdivision C 7 of § 62.1-44.15:34 of the Act.
n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66
of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to
satisfy the requirements of this subdivision 19.
18'8'9'8" DIP CL52 WM8" DIP CL52 WM8" DIP CL52 WM8" DIP CL52 WM9'10'10'10'+/-6'10'SITE PLAN
TRI-STATE NISSAN
SHAWNEE MAGISTERIAL DISTRICT
FREDERIC. COUNTY 9IRGINIARHY. NR.DDWH 1"=30'510-12-2020-NT TNADWG #1201T151 WLQG\ HLOO LDQH
WLQFKHVWHU 9LUJLQLD 2202
THOHSKRQH: 540 2-4185
FD[: 540 22- 528
ZZZ.JUHHQZD\HQJ.FRP
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SER9ING 9IRGINIA WEST 9IRGINIA
OFFICES IN: WINCHESTER 9A MARTINSBURG W9SP NUMBER: #42-20
10'TYP18'
10'
10'
EX. SWM/BMP 10'TYP18'
10'
10'
EX. SWM/BMP
0.53 ACRES
OF LOD
DRAINING TO
EX. SWM/BMP
1.19 ACRES OF
LOD DRAINING
TO PROP.
SWM/BMP
1.13 ACRES OF
LOD DRAINING
TO PROP.
SWM/BMP
ADS SC-740
UNDERGROUND
STORAGE #2
ADS SC-740
UNDERGROUND
STORAGE #1
SWM BMP PLANTRI-STATE NISSANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #42-20
Rev. No.Date
1"=50'
7
10-12-2020
INT
DWG #
12
0176T
IMPERVIOUS COVER
RE-DEVELOPMENT LAND COVER
LEGEND
FOREST/OPEN SPACE
LIMITS OF DISTURBANCE
HYDROLOGIC SOIL GROUPA, B, C, D
(NO HATCHING)
MANAGED TURF
PRE-REDEVELOPMENT LAND COVER POST-DEVELOPMENT LAND COVER
AREA OF LIMITS OF
DISTURBANCE
DRAINING TO A BMP
10'TYP18'
10'
10'
STUDY
POINT #1
STUDY
POINT #2
1A
ONSITE
1
UNDETAINED
2A
OFFSITE
(UNDETAINED)
2C
ONSITE
2B
ONSITE
(UNDETAINED)
1
UNDETAINED
EX DRAINAGE
TO EX SWM/BMP
SC-740
#2
SC-740
#1 10'TYP18'
10'
10'
STUDY
POINT #1
STUDY
POINT #2
1A
ONSITE
1
UNDETAINED
2A
OFFSITE
(UNDETAINED)
2C
ONSITE
2B
ONSITE
(UNDETAINED)
1
UNDETAINED
EX DRAINAGE
TO EX SWM/BMP
SC-740
#2
SC-740
#1 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #42-20SWM PLANTRI-STATE NISSANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
1"=50'
8
10-12-2020
INT
DWG #
12
0176T
SITE BOUNDARY
DRAINAGE AREA LABELS
DRAINAGE DIVIDES
SWM LEGEND
1-9
STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICES SUMMARY
THE WATER QUALITY REQUIREMENTS WILL BE MET BY A VADEQ APPROVED
MANUFACTURED TREATMENT DEVICE-FILTERING "STORMTECH ISOLATOR ROWS" AND
PURCHASING 0.15 lb/yr OF WATER QUALITY CREDITS. UNDERGROUND STORAGE WAS
USED FOR STUDY POINT 1 & 2 TO MEET THE STORMWATER REQUIREMENTS (CHANNEL
AND FLOOD PROTECTION). THE EXISTING SWM/BMP POND WILL BE USED PER
APPROVED PLAN 05-13 DATED 4/12/2013.
SWM DETAILSTRI-STATE NISSAN151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #42-20
Rev. No.Date
N/A
9
10-12-2020
INT
DWG #
12
0176T
-050 000 050 100 150 200 250
655
660
665
670
675
680
685
690
655
660
665
670
675
680
685
690
82' - 18" RCP
@0.74%
56' - 18" RCP
@0.93%
60' - 15" RCP
@0.23%
EX1 EX2 EX3 EX4
000.00=EX. ES-1INV OUT=674.58081.52=EX DI-3B - 14'INV OUT=675.18INV IN=675.24137.72=EX DI-3B - 20'INV OUT=675.76INV IN=675.76INV IN=675.96197.43=EX DI-3B - 16'INV OUT=675.90TOP=674.58TOP=679.92TOP=680.40TOP=679.69STORM STR. EX1 TO STR. EX4
EXISTING
GRADE
EXISTING
GRADE
PROPOSED
GRADE
HGL
HGL
-050 000 050 100
665
670
675
680
685
690
695
700
660665
670
675
680
685
690
695
700
29'
- 18"
ADS N-12
@1.02%
1 2
000.00=SC-740INV OUT=684.70INV IN=684.70029.33=DI-1INV OUT=685.00TOP=691.35TOP=689.60-100 -050 000 050 100
675
680
685
690
695
700
705
710
675
680
685
690
695
700
705
710
31' - 15"
ADS N
-
1
2
@2.24
%
6 7
000.00=SC-740INV IN=694.30031.21=DI-1INV OUT=695.00TOP=699.40TOP=698.50-100 -050 000 050 100 150
670
675
680
685
690
695
700
705
670
675
680
685
690
695
700
705
88' - 15" ADS N-
1
2
@1.14%
3 4
000.00=EW-1INV OUT=684.00088.03=MH-1INV OUT=685.00TOP=686.25TOP=699.90-100 -050 000 050 100 150
665
670
675
680
685
690
695
700
665
670
675
680
685
690
695
700
67' -
1
5" ADS
N-
1
2
@6.0
6
%
EX3
000.00=DI-3B - 20'INV OUT=675.76INV IN=675.96INV IN=675.76066.63=MH-1INV OUT=680.00TOP=680.40TOP=690.70STORM STR. EX3 TO STR. EX5 STORM STR. 1 TO STR. 2 STORM STR. 3 TO STR. 4 STORM STR. 6 TO STR. 7
5
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADEHGL
HGL
HGL
10' CL-AI
RIP-RAP
T=18"EX. SEW LATERAL18"CLEAR 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #42-20STORMWATER PROFILES & COMPSTRI-STATE NISSANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
N/A
10
10-12-2020
INT
DWG #
12
0176T
SITE DETAILSTRI-STATE NISSANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #42-20
Rev. No.Date
N/A
11
10-12-2020
INT
DWG #
12
0176T