HomeMy WebLinkAbout37-24 Site Plan(3) 3
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43-19-44AMERICAN BUILDERS & CONTRACTORSZONED: M1
43-19-67GRAYSTONE STONEWALL LCZONED: M1
43-19-66GRAYSTONE STONEWALL LCZONED: M1
43-19-58DONALD SOWERSZONED: M1
43-19-58DONALD SOWERSZONED: M1
43-19-53HENRY PROPERTIES LLCZONED: M1
43-19-47JONBER ASSOCIATES INCZONED: M1
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43-19-54DLE INVESTMENTS LLCZONED: M1
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EX 20' SAN SEWER ESMTINST. NO. 040001386
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1COVER SHEETN/A
SOUTHERN MARYLAND HEATING & AIR BUILDING ADDITION
MAJOR SITE PLAN
GAINESBORO MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
SP# 37-24
VICINITY MAP
SCALE: 1" = 1000'
OWNER
DLE INVESTMENTS LLC
17 IRONGATE DRIVE
WALDORF MD 20602
301-645-6928
DEVELOPER
SMHA
531 MCGHEE ROAD
WINCHESTER VA 22602
571-261-2632 SOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA06/01/2022`
AM/CC
SP# 37-24
14
3848S
Plan Revisions
Rev. No Rev. Date Comment
1 08/03/2022 PER COUNTY COMMENTS
2 09/08/2022 PER COUNTY & FREDERICK WATER COMMENTS
3 09/19/2022 PER ZONING ADMINISTRATOR COMMENT
09/21/2022 APPROVED PLAN
4 08/29/2024 PER UPDATED ARCHITECTURAL
DATE
APPROVAL
ZONING ADMINISTRATOR
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:
LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGas:Washington Gas
P.O. Box 2400
Winchester, VA 22604
(540) 869-1111
Water/Sewer:Frederick Water
P.O. Box 1877
Winchester, VA. 22604
(540) 868-1061
Power:Rappahannock Electric Coop
137 Kelly Court
Front Royal, VA 22630
1-800-552-3904
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.
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.
Verizon
P.O. Box 17398
Baltimore, MD 21297
(301) 954-6282
Communications:Comcast Comunications
195 Rainville Road
Winchester, VA 22602
(540) 504-0942
AT&T
7777 Leesburg Pike, 100N
Falls Church, VA 22043
(703) 251-9988
Shenandoah Valley Electric Coop
3463 Valley Pike
Winchester, VA 22602
(540) 450-2051 MAJOR SITE PLANREVISION NARRATIVE:
SHEET 1. UPDATE REVISION BLOCK.
SHEET 2. UPDATE TOTAL FLOOR AREA IN PROJECT INFORMATION.
SHEET 5. UPDATE PROPOSED BUILDING ARCHITECTURAL.
SHEET 8. UPDATE PROPOSED BUILDING ARCHITECTURAL.
SHEET 9. UPDATE PROPOSED BUILDING ARCHITECTURAL.
SHEET 11. UPDATE PROPOSED BUILDING ARCHITECTURAL/HATCH.
SHEET 13. UPDATE PROPOSED BUILDING ARCHITECTURAL.
SHEET 14. UPDATE PROPOSED BUILDING ARCHITECTURAL.
N/AGENERAL NOTESRHY. NR.DDWH
/ /SOUTHERN MARYLAND HEATING AIR BUILDING ADDITIONGAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY VIRGINIAS WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD THOHSKRQH: FD[: ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA MARTINSBURG WV//
LEGEND
PROPOSED SAN. LAT. CLEANOUT
PROPOSED CENTERLINE
EXISTING SPOT ELEVATION
STORM DRAIN STRUCTURE IDENTIFIER
SANITARY MANHOLE IDENTIFIER
PROPOSED SPOT ELEVATION
EXISTING CURB AND GUTTER
PROPOSED EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
PROPOSED STORM SEWER WITH INLET
EXISTING STORM SEWER WITH INLET
PROPOSED TELEPHONE LINE
EXISTING TELEPHONE LINE
TRANSITION TO REVERSE CURB
PROPOSED CURB AND GUTTER
PROPOSED ELECTRIC SERVICE
EXISTING ELECTRIC SERVICE
PROPOSED SANITARY SEWER WITH MANHOLE
EXISTING SANITARY SEWER WITH MANHOLE
PROPOSED GAS LINE
EXISTING GAS LINE
FENCELINE
FLOW LINE
PROPOSED WATERLINE W/ TEE
PROPERTY LINE
EXISTING TELEPHONE PEDESTAL
EXISTING WATERLINE W/ TEE
EXISTING UTILITY POLE/GUIDE WIRE
SIGNS
PROPOSED REDUCER
EXISTING FIRE HYDRANT/VALVE/METER
INDICATES THE NUMBER OF TYP. PARKING SPACES
PARKING INDICATOR
HANDICAP PARKING
PROPOSED BUILDING ENTRANCE
VEHICLES PER DAY COUNT
PROPOSED FIRE HYDRANT/VALVE/METER
LIGHT POLE
EXISTING TREE LINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING CENTERLINE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
PROPOSED CONTOUR
PROJECT INFORMATION
FIRE MARSHAL'S NOTE
GENERAL PLAN AND CONSTRUCTION NOTES VDOT GENERAL NOTES
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JDQXDU\ MAJOR SITE PLAN
AM/CC
NOTE:
WATER AND SEWER AND OTHER UTILITY CONNECTIONS WILL BE MADE INTERNALLY
BETWEEN THE EXISTING BUILDING AND THE ADDITION. ALL APPROVALS FOR BUILDING
PERMITS AND UTILITY CONNECTIONS WILL BE MADE AT THE TIME ARCHITECTURAL PLANS
ARE SUBMITTED AND BUILDING PERMITS ARE OBTAINED.
SP
(3) 32"X42"
CMP12" RCP15" RCP
15" R
C
P
43-19-44
AMERICAN BUILDERS & CONTRACTORS
ZONED: M1
43-19-67
GRAYSTONE STONEWALL LC
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-53
HENRY PROPERTIES LLC
ZONED: M1
43-19-47
JONBER ASSOCIATES INC
ZONED: M1
LAKEVILLE CIRCLE60' R/W DB 842 PG 1142 & DB 865 PG 86735 MPH POSTED SPEED LIMITMCG
HEE
R
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60' R/W
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G 1142
&
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43-19-54
DLE INVESTMENTS LLC
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25' B
R
L 75' BRL75' BRL75' B
R
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EX 20' SAN SEWER ESMT
INST. NO. 040001386
EX OHU LINE
EX UTILITY ESMT
INST.NO. 040001386
EXISTING SWM POND
EXISTING BUILDING
FF=738.00
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X
8
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EX. 6"
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EX F.H.
ASSEMBLY
EX F.H.
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INST.NO. 040001386EX CURBE
X
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8
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EX GUY WIRES
EX PP
EX PP
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EX UTILITY ESMT
INST.NO. 040001386
EX FENCEEX 8" SAN EX 4" SAN
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X
6
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V 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, WV06/01/2022EXISTING CONDITIONSRev. No.Date
3 09/19/2022SOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
3
AM/CC
14
3848S MAJOR SITE PLANSP#37-24
(3) 32"X42" CMP12" RCP15" RCP
15" R
C
P
43-19-44
AMERICAN BUILDERS & CONTRACTORS
ZONED: M1
43-19-67
GRAYSTONE STONEWALL LC
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-53
HENRY PROPERTIES LLC
ZONED: M1
43-19-47
JONBER ASSOCIATES INC
ZONED: M1
LAKEVILLE CIRCLE60' R/W DB 842 PG 1142 & DB 865 PG 86735 MPH POSTED SPEED LIMITMCG
HEE
R
O
A
D
60' R/W
DB 842 P
G 1142
&
D
B 865 P
G 86735 MPH P
OSTE
D SPEE
D LI
MIT
43-19-54
DLE INVESTMENTS LLC
ZONED: M1
2
5
'
B
R
L
25' B
R
L 75' BRL75' BRL75' B
R
L
EX 20' SAN SEWER ESMT
INST. NO. 040001386
EX OHU LINE
EX UTILITY ESMT
INST.NO. 040001386
EXISTING SWM POND
EXISTING BUILDING
FF=738.00
E
X
8
"
W
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R
L
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EX F.H.
ASSEMBLYEX 8" WATERLINE
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INST.NO. 040001386
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P
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A
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^OP
DA= 2.47 AC.
DA= 1.32 AC.
DA= 1.45 AC.
DA= 0.323 AC.
INITIAL
LOD
INITIAL
LOD
SSF
SSF
SSF
SSF
SSF
LOD
LOD
LOD
LOD
DA= 0.33 AC.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, WV06/01/2022E&S PHASE IRev. No.Date
3 09/19/2022SOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
4
AM/CC
14
3848S
EROSION/SEDIMENT CONTROL LEGEND
KEY SYMBOL DESCRIPTION
LIMITS OF DISTURBANCE
INLET PROTECTION
OUTLET PROTECTION
LOD
IP
OP
DRAINAGE DIVIDES
Critical Areas - See Narrative & Plan View Notes MAJOR SITE PLAN^^^INITIAL
LOD INITIAL LIMITS OF CLEARING
SUPER SILT FENCESSF
SP#37-24
(3) 32"X42"
CMP12" RCP15" RCP
15" R
C
P
43-19-44
AMERICAN BUILDERS & CONTRACTORS
ZONED: M1
43-19-67
GRAYSTONE STONEWALL LC
ZONED: M1
GRAYSTONE STONEWALL LC
43-19-58
DONALD SOWERS
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-53
HENRY PROPERTIES LLC
ZONED: M1
43-19-47
JONBER ASSOCIATES INC
ZONED: M1
LAKEVILLE CIRCLE60' R/W DB 842 PG 1142 & DB 865 PG 86735 MPH POSTED SPEED LIMITMCG
HEE
R
O
A
D
60' R/W
DB 842 P
G 1142
&
D
B 865 P
G 86735 MPH P
OSTE
D SPEE
D LI
MIT
43-19-54
DLE INVESTMENTS LLC
ZONED: M1
2
5
'
B
R
L
25' B
R
L 75' BRL75' BRL75' B
R
L
EX 20' SAN SEWER ESMT
INST. NO. 040001386
EX OHU LINE
EX UTILITY ESMT
INST.NO. 040001386
EXISTING SWM POND
EXISTING BUILDING
FF=738.00
E
X
8
"
W
A
T
E
R
L
I
N
E
EX F.H.
ASSEMBLYEX 8" WATERLINE
EX 8" S
A
N
EX STM ESMT
INST.NO. 040001386
EX. 6"
P
L
A
G
A
S
LI
N
E
EX F.H.
ASSEMBLY
EX F.H.
ASSEMBLY EX 8" SAN EX UTIL ESMT
INST.NO. 040001386EX CURBE
X
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A
D
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8
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EX GUY WIRES
EX PP
EX PP
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EX UTILITY ESMT
INST.NO. 040001386
EX FENCEEX 8" SAN EX 4" SAN
LAT
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6
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F
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PROP. BUILDING
ADDITION
8,280 SQFT
2
5
'25'90
'92'84'
" STM 15
" STM 12
ADD LATERAL
CONNECTION TO
EX SAN LINE
1
0
'18'LOD
LOD
LOD
LOD
LOD
LOD
LOD
PROP. 20'
FREDERICK
WATER ESMT.
PROP. 20'
FREDERICK
WATER ESMT.
PROP. 25'
FREDERICK
WATER ESMT.PROP. 20'
FREDERICK
WATER ESMT.
NOTE:
FREDERICK WATER
EASEMENTS SHALL BE
RECORDED PRIOR TO
OCCUPANCY
92'90
'
OP
SF
SF
SF
OP
AREA TO MH 1
A=0.81 AC.732734733735736732733734735734732735731731FF=738.00
AREA TO POND
A=0.73 AC.
IP 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, WV06/01/2022E&S PHASE IIRev. No.Date
4 08/29/2024SOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1"=30'
5
AM/CC
14
3848S
EROSION/SEDIMENT CONTROL LEGEND
KEY SYMBOL DESCRIPTION
LIMITS OF DISTURBANCE
INLET PROTECTION
OUTLET PROTECTION
LOD
IP
OP
DRAINAGE DIVIDES
Critical Areas - See Narrative & Plan View Notes MAJOR SITE PLANSUPER SILT FENCESSF
SP#37-24
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, WV06/01/2022
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.
EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: THE PROJECT WILL CONSIST OF THE CONSTRUCTION OF A WHOLESALE/OFFICE
BUILDING IN THE STONEWALL INDUSTRIAL PARK. THE SITE IS LOCATED ON THE CORNER OF
MCGHEE RD AND LAKESVILLE CIRCLE. THE SITE CONSISTS OF CONSTRUCTION OF A 20,970 SQFT
BUILDING, 1.1 ACRES OF PAVED PARKING AREAS, AND ASSOCIATED UTILITIES ON 3.39 ACRES. A
TOTAL OF 0.98 ACRES WILL BE DISTURBED DURING CONSTRUCTION.
Date of construction: CONSTRUCTION WILL BEGIN UPON PLAN APPROVAL AND WILL TAKE
APPROXIMATELY SIX (6) MONTHS TO COMPLETE.
Existing site conditions: THE PROPOSED SITE IS GENERALLY LOCATED ON TOP OF AN EASTERLY
RIDGE. MOST OF THE SITE IS COVERED WITH OPEN GRASS AREAS WITH THE REMAINDER BEING
HARDWOODS. THE SITE IS DIVIDED INTO GENERALLY TWO DRAINAGE AREAS SLOPING AT
AVERAGE OF 2.1% TO THE EAST.
Adjacent areas: THE SITE IS BOUNDED TO THE NORTH BY MCGEE ROAD. ON THE EAST BY
LAKESVILLE CIRCLE, ON THE SOUTH BY A 36,000 SQFT WAREHOUSE, AND ON THE WEST BY AN
UNDEVELOPED ZONED M-1 PROPERTY.
Offsite areas: THERE ARE NO OFFSITE DISTURBANCES ASSOCIATED WITH THIS DEVELOPMENT.
Soils: THE EXISTING SOILS CONDITIONS WERE OBTAINED FROM THE USDA SOIL SURVEY. THE
PREDOMINANT SOIL ON THE SITE IS FREDERICK-POPLIMENTO LOAM (14B) AND HAS A MODERATE
EROSION HAZARD.
Critical areas: No critical areas are identified with this project.
Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and
sediment control measures shall be constructed and maintained according to the minimum standards and
specifications of the Virginia Erosion and Sediment Control Handbook.
Structural Measures:
Phase I:
Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sediment
carried onto roadway.
Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain small amounts of
sediment from disturbed areas during construction in order to prevent sediment from leaving the site.
Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainage
systems prior to permanent stabilization of the disturbed area.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)
and as needed to stabilize disturbed areas.
Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fills slope which
have been brought to final grade and seeded to protect from rill and gully erosion.
Phase II:
Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized.
Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.
Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Contractor shall
redirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff to
sediment traps or sediment basins.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)
and as needed to stabilize disturbed areas.
Vegetative Measures:
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days
to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days.
Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.
Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary
vegetation immediately after grading.
All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded and
mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction
Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final
grade and seeded to protect from rill and gully erosion.
Management Strategies:
Construction shall be sequenced such that grading operations will begin and end as quickly as possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control measures. Maintenance of these measures throughout the project is critical to the
effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded
and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.
Drainage swales shall be stabilized with check dams until vegetation has been well established, at which
time the check dams shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractor's responsibility to provide additional measures to those shown, as needed, in order to control
erosion and contain sediment on site. All measures shall be installed according to the standards and
specifications in the Virginia Erosion and Sediment Control Handbook.
Stormwater Management:
Increased runoff from this development will be controlled by the Project's stormwater management
facilities.
Maintenance Program:
All control measures shall be inspected daily by the site superintendent or his representative and within
24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged
structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly
to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed
until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at
all times.
Erosion and sediment control program:
Phase I
1.Hold pre-construction meeting on site with inspector.
2.Install construction entrance.
3.Clearing and grubbing for sediment control devices only
4.Placement of sediment control devices.
5.Obtain inspector's approval prior to beginning grading operations.
6.Clear and grub main area of site protected by installed E&S controls.
Phase II
7.Rough grade remainder of site.
8.Install drainage devices with sediment control.
9.Final grading.
10.Restoration and stabilization of disturbed areas.
11.Remove erosion and sediment control measures with the approval of the inspector. ALL areas to be
stabilized
12.
Note: The Frederick County Public Works and Engineering Department retain the right to add and/or
modify these erosion and sediment control measures during the construction process, within
reason, to ensure adequate protection to the public and the environment.
Seeding schedule (soil stabilization):
1.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.
2.Spread topsoil at a minimum depth of four (4) inches.
3.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square
feet (2 tons per acre).
4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).
5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top
Clover.
6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with
cutback or emulsified asphalt applied at a rate of 200 gallons per acre.
Dust control:
1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and
repeated as needed to control dust.E&S NARRATIVERev. No.Date
1 08/03/2022SOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA6 14
3848S
SOILS MAP
1"=200'MAJOR SITE PLANAS SHOWN
AM/CC
SP#37-24
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, WV06/01/2022E&S DETAILSRev. No.Date
1 08/03/2022SOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAN/A
7
AM/CC
14
3848SMAJOR SITE PLANSP#37-24
(3) 32"X42" CMP12" RCP15" RCP
15" R
C
P
43-19-44
AMERICAN BUILDERS & CONTRACTORS
ZONED: M1
43-19-67
GRAYSTONE STONEWALL LC
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-53
HENRY PROPERTIES LLC
ZONED: M1
43-19-47
JONBER ASSOCIATES INC
ZONED: M1
LAKEVILLE CIRCLE60' R/W DB 842 PG 1142 & DB 865 PG 86735 MPH POSTED SPEED LIMITMCG
HEE
R
O
A
D
60' R/W
DB 842 P
G 1142
&
D
B 865 P
G 86735 MPH P
OSTE
D SPEE
D LI
MIT
43-19-54
DLE INVESTMENTS LLC
ZONED: M1
2
5
'
B
R
L
25' B
R
L 75' BRL75' BRL75' B
R
L
EX 20' SAN SEWER ESMT
INST. NO. 040001386
EX OHU LINE
EX UTILITY ESMT
INST.NO. 040001386
EXISTING SWM POND
EXISTING BUILDING
FF=738.00
E
X
8
"
W
A
T
E
R
L
I
N
E
EX F.H.
ASSEMBLYEX 8" WATERLINE
EX 8" S
A
N
EX STM ESMT
INST.NO. 040001386
EX. 6"
P
L
A
G
A
S
LI
N
E
EX F.H.
ASSEMBLY
EX F.H.
ASSEMBLY EX 8" SAN EX UTIL ESMT
INST.NO. 040001386EX CURBE
X
C
U
R
B
E
X
L
O
A
D
I
N
G
D
O
C
K EX
8
"
SAN
EX GUY WIRES
EX PP
EX PP
EX PP
EX PP
EX GUY WIRES
EX UTILITY ESMT
INST.NO. 040001386
EX FENCEEX 8" SAN EX 4" SAN LATE
X
6
"
F
I
R
E
S
E
R
V
PROP. BUILDING
ADDITION
8,280 SQFT
2
5
'25'90
'92'84'
" STM 15
" STM 12
ADD LATERAL
CONNECTION TO
EX SAN LINE
1
0
'18'LOD
LOD
LOD
LOD
LOD
LOD
LOD
PROP. 20'
FREDERICK
WATER ESMT.
PROP. 20'
FREDERICK
WATER ESMT.
PROP. 25'
FREDERICK
WATER ESMT.PROP. 20'
FREDERICK
WATER ESMT.
NOTE:
FREDERICK WATER
EASEMENTS SHALL BE
RECORDED PRIOR TO
OCCUPANCY
92'90
'
FF=738.00 151 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, WV06/01/2022SITE PLANRev. No.Date
4 08/29/2024SOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA8 14
3848S
1"=30'
AM/CCMAJOR SITE PLANSP#37-24
(3) 32"X42" CMP12" RCP15" RCP
15" R
C
P
43-19-44
AMERICAN BUILDERS & CONTRACTORS
ZONED: M1
43-19-67
GRAYSTONE STONEWALL LC
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-53
HENRY PROPERTIES LLC
ZONED: M1
43-19-47
JONBER ASSOCIATES INC
ZONED: M1
LAKEVILLE CIRCLE60' R/W DB 842 PG 1142 & DB 865 PG 86735 MPH POSTED SPEED LIMITMCG
HEE
R
O
A
D
60' R/W
DB 842 P
G 1142
&
D
B 865 P
G 86735 MPH P
OSTE
D SPEE
D LI
MIT
43-19-54
DLE INVESTMENTS LLC
ZONED: M1
2
5
'
B
R
L
25' B
R
L 75' BRL75' BRL75' B
R
L
EX 20' SAN SEWER ESMT
INST. NO. 040001386
EX OHU LINE
EX UTILITY ESMT
INST.NO. 040001386
EXISTING SWM POND
EXISTING BUILDING
FF=738.00
E
X
8
"
W
A
T
E
R
L
I
N
E
EX F.H.
ASSEMBLYEX 8" WATERLINE
EX 8" S
A
N
EX STM ESMT
INST.NO. 040001386
EX. 6"
P
L
A
G
A
S
LI
N
E
EX F.H.
ASSEMBLY
EX F.H.
ASSEMBLY EX 8" SAN EX UTIL ESMT
INST.NO. 040001386EX CURBE
X
C
U
R
B
E
X
L
O
A
D
I
N
G
D
O
C
K EX
8
"
SAN
EX GUY WIRES
EX PP
EX PP
EX PP
EX PP
EX GUY WIRES
EX UTILITY ESMT
INST.NO. 040001386
EX FENCEEX 8" SAN EX 4" SAN LATE
X
6
"
F
I
R
E
S
E
R
V
PROP. BUILDING
ADDITION
8,280 SQFT
2
5
'25'90
'92'84'
" STM 15
" STM 12
ADD LATERAL
CONNECTION TO
EX SAN LINE
1
0
'18'LOD
LOD
LOD
LOD
LOD
LOD
LOD
PROP. 20'
FREDERICK
WATER ESMT.
PROP. 20'
FREDERICK
WATER ESMT.
PROP. 25'
FREDERICK
WATER ESMT.PROP. 20'
FREDERICK
WATER ESMT.
NOTE:
FREDERICK WATER
EASEMENTS SHALL BE
RECORDED PRIOR TO
OCCUPANCY
92'90
'732734733735736732733734735734732735731731FF=738.00
000100200300400"B"
000 100
"A"
"A"
"B"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, WV06/01/2022GRADING PLANRev. No.Date
4 08/29/2024 GAINESBORO MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1'=30'
9
AM/CC
14
3848SMAJOR SITE PLANSOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONSP#37-24
-0+50 0+00 0+50 1+00 1+50
720
725
730
735
740
745
720
725
730
735
740
745
8' - 12" HDPE
# 0.50
MH2
MH1
0+00.00 = INV OUT = 731.000+85.92 = DI-1INV OUT = 731.43INV IN = 731.43TOP = 731.00TOP = 734.29STO5M ST5. 1 TO ST5. 2
P5OPOSED
G5ADE
E;ISTING
G5ADE
FFE=738.00
3.9'
COVER 2.0'
COVER
UTILITY P5OFILESSOUTHE5N MA5YLAND HEATING AI5 BUILDING ADDITIONGAINESBO5O MAGISTE5IAL DIST5ICTF5EDE5IC. COUNTY VI5GINIA151 :LQG\ HLOO LDQH:LQFKHVWHU VLUJLQLD 2202THOHSKRQH: 540 2-4185FD[: 540 722-9528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:P5OUDLY SE5VING VI5GINIA :EST VI5GINIAOFFICES IN: :INCHESTE5 VA MA5TINSBU5G :V0012022
5HY. NR.DDWH
1 08032022
10
0012022
AMCC
14
3848S
V: 1" = 5'
H: 1" = 50'MA-O5 SITE PLANSP37-24
(3) 32"X42" CMP12" RCP15" RCP
15" R
C
P
43-19-44
AMERICAN BUILDERS & CONTRACTORS
ZONED: M1
43-19-67
GRAYSTONE STONEWALL LC
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-58
DONALD SOWERS
ZONED: M1
43-19-53
HENRY PROPERTIES LLC
ZONED: M1
43-19-47
JONBER ASSOCIATES INC
ZONED: M1
LAKEVILLE CIRCLE60' R/W DB 842 PG 1142 & DB 865 PG 86735 MPH POSTED SPEED LIMITMCG
HEE
R
O
A
D
60' R/W
DB 842 P
G 1142
&
D
B 865 P
G 86735 MPH P
OSTE
D SPEE
D LI
MIT
43-19-54
DLE INVESTMENTS LLC
ZONED: M1
2
5
'
B
R
L
25' B
R
L 75' BRL75' BRL75' B
R
L
EX 20' SAN SEWER ESMT
INST. NO. 040001386
EX OHU LINE
EX UTILITY ESMT
INST.NO. 040001386
EXISTING SWM POND
EXISTING BUILDING
FF=738.00
E
X
8
"
W
A
T
E
R
L
I
N
E
EX F.H.
ASSEMBLYEX 8" WATERLINE EX 8" S
A
N
EX STM ESMT
INST.NO. 040001386
EX. 6"
P
L
A
G
A
S
LI
N
E
EX F.H.
ASSEMBLY
EX F.H.
ASSEMBLY EX 8" SAN EX UTIL ESMT
INST.NO. 040001386EX CURBE
X
C
U
R
B
E
X
L
O
A
D
I
N
G
D
O
C
K EX
8
"
SAN
EX GUY WIRES
EX PP
EX PP
EX PP
EX PP
EX GUY WIRES
EX UTILITY ESMT
INST.NO. 040001386
EX FENCEEX 8" SAN EX 4" SAN LATE
X
6
"
F
I
R
E
S
E
R
V
ADD LATERAL
CONNECTION TO
EX SAN LINE
1
0
'18'LOD
LOD
LOD
LOD
LOD
LOD
LOD
PROP. 20'
FREDERICK
WATER ESMT.
PROP. 20'
FREDERICK
WATER ESMT.
PROP. 25'
FREDERICK
WATER ESMT.PROP. 20'
FREDERICK
WATER ESMT.
NOTE:
FREDERICK WATER
EASEMENTS SHALL BE
RECORDED PRIOR TO
OCCUPANCY
732734733735736732733734735734732735731731FF=738.00
DRAINAGE AREA
TO POI #1
A=2.64 AC.
C=0.80
POI #1
5C
5C
14B
14B
32B SWM BMP PLANSOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO 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, WV06/01/2022
Rev. No.Date
4 08/29/2024
1"=30'
11 14
3848S
BMP LAND COVER LEGEND
IMPERVIOUS COVER
FOREST/OPEN SPACE
(NONE)
LIMITS OF DISTURBANCE
HYDROLOGIC SOIL GROUPA, B, C, D
(NO HATCHING)
MANAGED TURF
MAJOR SITE PLANAM/CC
SP#37-24
730.78732734733735736732733734735734732735731731FF=738.00
0+001+002+003+004+00"B"
0+00 1+00
"A"
"A"
"B"
LOD
LOD
LOD
LOD
LOD
WATER ESMT.
PROP. 20'
FREDERICK
WATER ESMT.
15" RCP
43-19-58
DONALD SOWERS
ZONED: M1 LAKEVILLE CIRCLE60' R/W DB 842 PG 1142 & DB 865 PG 86735 MPH POSTED SPEED LIMIT43-19-54
DLE INVESTMENTS LLC
ZONED: M1
25'
B
R
L 75' BRL75' BRLEXISTING BUILDING
FF=738.00
EX 8" SAN EX UTIL ESMT
INST.NO. 040001386
EX OUTLET
STRUCTURE TO
BE REMVOED
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
725
730
735
740
725
730
735
740
-0+50 0+00 0+50 1+00 1+50
725
730
735
740
725
730
735
740
"B" POND CROSS-SECTION
"A" POND SECTION
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
10YR WSE=731.97'
1YR WSE=731.64'
100YR WSE=732.07'
30.84' - 15"
HDPE @ 1.
6
2
%
4
TOP =734.000+54.58 = MH1INV OUT = 731.00INV IN = 731.003
0+85.42 = ES-1 (15")INV OUT = 730.50SWM DETAILSSOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO 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, WV06/01/2022
Rev. No.Date
2 09/08/2022
AS SHOWN
12 14
3848S MAJOR SITE PLAN36" DIA
3.0'
STORMWATER MANAGEMENT
PRINCIPAL RISER FRONT VIEW
NTS
TOP OF RISER
ELEV =734.00
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
INV.=730.50
PRECAST RCP BASE AND
RISER STRUCTURE
CONCRETE FILL
FOR BUOYANCY
INV.=731.00
ELEV = 727.50
15" OUTLET PIPE
15" ORIFICESTORMWATER MANAGEMENT NARRATIVE:
THIS PROJECT PROPOSES A BUILDING ADDITION TO AN EXISTING INDUSTRIAL
BUILDSING. THE 3.3 ACRE SITE WAS EVALUATED FOR STORMWATER QUANTITY
CONTROL. QUALITY CONTROL WAS NOT ANALYZED DUE TO THE SITE BEING UNDER
ONE ACRE OF DEVELOPMENT/IMPERVIOUS.
STORMWATER QUALITY (BMP):
THE VIRGINIA RUNOFF REDUCTION METHOD FOR NEW DEVELOPMENT WORKSHEET
V3.0-2011 STANDARDS AND SPECIFICATIONS WAS NOTE USED TO VERIFY
COMPLIANCE OF THE WATER QUALITY CONTROL REQUIREMENTS. THE SITE IS LESS
THAN ONE ACRE OF DEVELOPMENT OR IMPERVIOUS THEREFORE DOES NOT MEET
THE REQUIRED AREA.
STORMWATER QUANTITY (SWM):
THE STORM WATER QUANTITY REQUIREMENTS (CHANNEL AND FLOOD PROTECTION)
WERE MET BY THE PROPOSED SWM POND #1. THE ENERGY BALANCE EQUATION
WAS USED TO DETERMINE ADEQUATE CHANNEL PROTECTION WAS PROVIDED IN THE
1 YEAR STORM EVENT. THE FLOOD PROTECTION REQUIREMENT WAS SATISFIED BY
THE 10 YEAR STORM EVENT IN THE POST DEVELOPED CONDITION BEING LESS THAN
THE PRE-DEVELOPED. THE EXISTING POND WILL BE REVISED TO MEET THE NEW
REQUIREMENTS OF THE BUILDING ADDITION.
NOTES:
HYDROCAD SOFTWARE VERSION 10 BUILD 15 WAS USED TO ROUTE THE
STORMWATER MANGEMENT FACILITY AND ALL DRAINAGE AREAS TO VERIFY THE SWM
REQUIREMENTS WERE MET.
AM/CC
SP#37-24
LAKEVILLE CIRCLE60' R/W DB 842 PG 1142 & DB 865 PG 86735 MPH POSTED SPEED LIMITMCGHEE ROAD60' R/WDB 842 PG 1142 & DB 865 PG 86735 MPH POSTED SPEED LIMIT
75'
B
R
L10'1
8
'PROP. 20'FREDERICKWATER ESMT.PROP. 20'FREDERICKWATER ESMT.PROP. 25'FREDERICKWATER ESMT.PROP. 20'FREDERICKWATER ESMT.NOTE:FREDERICK WATEREASEMENTS SHALL BERECORDED PRIOR TOOCCUPANCY732
734
733
735
736
732
733
734
735
734
732
735
731
731
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, WV06/01/2022EXISTING LANDSCAPE PLANRev. No.Date408/29/2024GAINESBORO MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA1 30'13AM/CC143848SLEGENDCANOPYEVERGREENORNAMENTALSHRUBSNOTE:ALL PLANTINGS SHOWN AREEXISTING. PLANTINGS WEREFROM SP#40-05 TO #71-06 ANDFROM FIELD VISIT AND AERIALIMAGES.SOUTHERN MARYLAND HEATING & AIR BUILDING ADDITION
MAJOR SITE PLANSP#37-24
PHOTOMETRIC PLANSOUTHERN MARYLAND HEATING & AIR BUILDING ADDITIONGAINESBORO 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, WV06/01/2022
Rev. No.Date
4 08/29/2024
AS SHOWN
14 14
3848S MAJOR SITE PLANAM/CC
THE SITE LIGHTING WILL BE INSTALLED IN
ACCORDANCE WITH THE FREDERICK COUNTY
ZONING ORDINANCE §165-201.07, SPECIFICALLY,
§165-201.07(B)(5) WHICH REQUIRES THE
BUILDING MOUNTED LIGHTS TO BE SHIELDED
(FULL CONTROL) AS NON-CUTOFF WALL-PACK
LIGHTING ARE NOT PERMITTED.
SP#37-24