HomeMy WebLinkAbout07-22 Design PlanDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 2N/ADHDH
CONSTRUCTION NOTES &
SITE TABULATION VDOT GENERAL NOTES:””CONSTRUCTION NOTESGENERAL NOTESFREDERICK WATER NOTESLEGENDSITE DEVELOPMENT SUMMARYDIMENSIONAL REQUIREMENTSFOR RESIDENTIAL PERFORMANCE (SP) SMALL LOTSWILLOW RUN - Site Development SummaryZoning:Current Use:Existing Project Parcel Areas:Total Existing Project Area:R/W Street DedicationTotal Project Area minus R/W Dedication:Area in LotsRequired Open Space Area (30%)Provided Open Space Area (51%)Disturbed Open SpaceUndisturbed Open SpaceArea in Private StreetsArea in Pump StationFloodplain Area Wetland AreaNumber of SF Detached LotsNumber of SF Attached LotsTotal Number of LotsDensityRP - Residential Performance Small LotsSF Residential /Vacant(53-A-91)(63-A-2A)240603002.57112.447.12119.562.97116.5840.7134.9860.8941.3919.5014.840.1416.1010.00UNITS/ACAC.AC.AC.AC.AC.AC.AC.AC.AC.AC.AC.AC.AC.AC.RECREATIONAL UNITS CALCULATIONFREDERICK WATER NOTES (CONT'D)
HYACINTH DRIVE @ ENTRANCESECONDARY ROAD (PRIVATE)TYPICAL SECTIONSTA. 10+00 TO STA. 11+12SUBDIVISION STREETSECONDARY ROAD (PRIVATE)TYPICAL SECTIONPUMP STATIONACCESS ROAD (FREDERICK WATER)TYPICAL SECTIONSUBDIVISION STREETSECONDARY ROAD (PRIVATE)TYPICAL SECTIONHYACINTH DRIVE @ MAIN ENTRANCE: STA. 19+23 TO STA. 23+72HYDRANGEA WAY: STA. 44+32 TO STA. 48+003N/AADAD
TYPICAL ROAD SECTIONSDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District TYPICAL SECTIONSCROWN SECTIONAPPROX. FROM STA. 19+23 TO STA. 24+50SUPERELEVATION SECTIONAPPROX. FROM STA. 15+40 TO STA. 19+23SUPERELEVATION SECTIONAPPROX. FROM STA. 13+00 TO STA. 15+40TYPICAL SECTIONSEX. CEDAR CREEK GRADE (ROUTE 622) IMPROVEMENTS
3AN/AJRJRCONSTRUCTION
DETAILS & NOTESDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 4N/AJRJR
CONSTRUCTION
DETAILS & NOTES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 5N/AJRJR
CONSTRUCTION
DETAILS & NOTES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 6N/AXXXX
CONSTRUCTION
DETAILS & NOTES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 7N/AJRJR
CONSTRUCTION
DETAILS & NOTES
Drawn By
Plan Number
Checked By
Designed By
File Number
PP-611
Sheet
Scale
Date
186OfWILLOW RUNSUBDIVISION PLANDewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.221207-22
11/11/2022 Frederick County, VirginiaBack Creek Magisterial District 8
N/A
AD
ZTPROFFERSTATEMENTPROFFER STATEMENT (RZ# 02-21)
Drawn By
Plan Number
Checked By
Designed By
File Number
PP-611
Sheet
Scale
Date
186OfWILLOW RUNSUBDIVISION PLANDewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.221207-22
11/11/2022 Frederick County, VirginiaBack Creek Magisterial District 9
N/A
AD
ZTPROFFERSTATEMENTPROFFER STATEMENT (RZ# 02-21) (CONTINUED)
10
N/A
AD
ZTPROFFERSTATEMENTDrawn By
Plan Number
Checked By
Designed By
File Number
PP-611
Sheet
Scale
Date
186OfWILLOW RUNSUBDIVISION PLANDewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.221207-22
11/11/2022 Frederick County, VirginiaBack Creek Magisterial District PROFFER STATEMENT (RZ# 02-21) (CONTINUED)
Drawn By
Plan Number
Checked By
Designed By
File Number
PP-611
Sheet
Scale
Date
186OfWILLOW RUNSUBDIVISION PLANDewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.221207-22
11/11/2022 Frederick County, VirginiaBack Creek Magisterial District 10A
N/A
AD
ZTPROFFERSTATEMENTPROFFER STATEMENT (RZ# 02-22)
S
H
E
E
T
1
2
,
2
5
SHEET 14, 27
SHEET 15, 28 SHEET 18, 31
SHEET 17, 30
SHEET 16, 29
SHEET 20, 33
SHEET 22, 35
SHEET 21, 34
SHEET 23, 36
SHEET 19, 32
S
H
E
E
T
1
3
,
2
6
SHEET 24, 37E
X
.
C
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D
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C
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E
K
G
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A
D
E
(R
T
E
6
2
2
)FUTURE JUBAL
EARLY
DR
TRELLIS LANE VIEW
VI
N
E
L
A
N
E
FRA
G
R
A
N
T
SCENTED
HYACINTH DRIVE
DRIV
E
HYD
R
A
N
G
E
A
W
A
Y
SCENTED R
OSE
WAY
GLISTENINGDEW C
O
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R
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HYACIN
T
H
R
O
S
E
WA
Y
BE
N
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I
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HYDRAN
G
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A
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FREDERICK COUNTY
CITY OF WINCHESTER FREDERICK COUNTYCITY OF WINCHESTER1
2
3
45678
9101112131415
16
171819202122232425
26272829303132333435363738
394041424344454647
48
49
53
54
55
55
56
50
51
52
SHEET 87
SHEET 88
SHEET 89 ABRAMS CREEKABRAMS CREEKEX. CIDERMILL RD.PUMP STATION
PER PROFFER
WETLAND
FLOODPLAIN
DSA PER
PROFFER
DSA PER
PROFFER
50' RPA PER
PROFFER
50' RPA PER
PROFFER
WETLANDS ENHANCEMENT
LANDSCAPING PLAN PROPOSED
WITHIN PORTIONS OF THE DSA
SWM/BMP
POND 1
SWM/BMP
POND 2
50' RPA PER
PROFFER
Drawn By
Plan Number
Checked By
Designed By
File Number
PP-611
Sheet
Scale
Date
186OfWILLOW RUNSUBDIVISION PLANCOUNTY REVISIONS
DATENO.DESCRIPTION BY
DEWBERRY REVISIONS
DESCRIPTIONDATENO.BY DewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.221207-22
11/11/2022 Frederick County, VirginiaBack Creek Magisterial District 11
1" = 200'
DH
DHOVERALL SHEET MAPADJACENT PROPERTY OWNERS LIST
Ash810810800800800800800790EX. CEDAR CREEK GRADE (RTE. 622)121"=30'DHDHGRADING
PLANDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 13- LIMITS OF MILLING AND PAVINGNOTES:
810810800800790HYACINTH DRIVE
HYACINTH
DR
IVE
EX. HOMESPUN LN.
EX.
S
T
O
N
E
R
I
D
G
E
R
D
.EX. CEDAR CREEK GRADEFREDERICK COUNTYCITY OF WINCHE
S
T
E
R EX. CEDAR CREEK GRADE (RTE. 622)Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 12 MATCHLINE-SEE SHEET 14131"=30'DHDHGRADING
PLAN- LIMITS OF MILLING AND PAVINGNOTES:
810810800HYACINTH DRIVE HYACINTH DRIVEHYACINTH DRIVEFREDERICK COUNTYCITY OF WINCHESTEREX. CEDAR CREEK GRADE (RTE. 622)Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 17MATCHLINE-SEE SHEET 13141"=30'DHDHGRADING
PLANNOTES:
HY
D
R
A
N
G
E
A
W
A
Y
17
18
19
20
21
22
23
24
25
2
6
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 18
151"=30'DHDHGRADING
PLANMATCHLINE-SEE SHEET 16NOTES:
HYDRANGEA WAYHYACINTH DRIVE1 2 3 4 5 6 7
891011121314151
6
17
124
125
12
6
1
2
7
1
28129130131132133134135136
145144143142141140139138137Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 19MATCHLINE-SEE SHEET 17MATCHLINE-SEE SHEET 15161"=30'DHDHGRADING
PLANNOTES:
H
Y
A
C
I
N
T
H
D
R
I
V
EHYDRANGEA WAYTRELLIS VIEW LANE299298297296263295294255256257258259260261262300265266267268269270271272273264Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 20 MATCHLINE-SEE SHEET 16171"=30'DHDHGRADING
PLAN
MATCHLINE-SEE SHEET 14NOTES:
GLISTENING DEW COURTHYDRANGEA WAYHYA
C
I
N
T
H
D
R
I
V
E HYDRANGEA WAYGLISTENING DEW COURT26 27 2829303132333435363738394041424344102103104105106107108109110111112113114115116117118119120121122
177176175174173172171170169168167166165
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District MATCHLINE-SEE SHEET 19181"=30'DHDHGRADING
PLAN
MATCHLINE-SEE SHEET 21
MATCHLINE-SEE SHEET 15NOTES:
GLISTENING DEW COURTSCENTED ROSE WAYHY
A
C
I
N
T
H
D
R
I
V
EBENDING VINE LANEFRAGRANT LILY LANE122123124125
164163162161160
159
15
8
15
7
1
5
6
1
5
5
1
5
41531
5
2151150149148147146145
2862852312
3
0
2
2
9
2322332342222232242252262272
2
8
201202209208203207204205206H
Y
A
C
I
N
T
H
D
R
I
V
E
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 22 MATCHLINE-SEE SHEET 18MATCHLINE-SEE SHEET 16
MATCHLINE-SEE SHEET 20191"=30'DHDHGRADING
PLANNOTES:
TRELLIS VIEW LANETRELLIS
V
IEW
LANESCENTED ROSE WAYE
X
.
C
I
D
E
R
M
I
L
L
L
N
.293292291274290289275277278288287285284283282281242241234235236237238221222223280243244245246247248249250251252253254255276279273240239FREDERICK COUNTYCITY OF WINCHESTERDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 17
MATCHLINE-SEE SHEET 23 MATCHLINE-SEE SHEET 19201"=30'DHDHGRADING
PLANNOTES:
HYDRANGEA WAY444548495051525354555657585960991001011021791781774647Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 24
MATCHLINE-SEE SHEET 18
MATCHLINE-SEE SHEET 22211"=30'DHDHGRADING
PLANNOTES:
BENDING VINE LANEHYDRANGEA WAYFRAGRANT LILY LANESC
EN
T
ED
RO
S
E
W
A
Y
60616263646
9
7
0
7
1
7
2
7
3
7
4
7
5
7
6
87888990919293949596979899100190189188187186185184183182181180179178191192193217216194215214195196213197198212199211200210209Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 24
MATCHLINE-SEE SHEET 19
MATCHLINE-SEE SHEET 23221"=30'DHDHGRADING
PLAN MATCHLINE-SEE SHEET 21NOTES:
SCENTED ROSE WAYBENDING VINE LANE7
677787
9
8
0
8
1
8
2
8
3
848586 219220221218217FREDERICK COUNTYCITY OF WINCHESTERDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 24
MATCHLINE-SEE SHEET 20
MATCHLINE-SEE SHEET 22231"=30'DHDHGRADING
PLANNOTES:
HYDR
A
N
G
E
A
W
A
Y FUT.
WEST
JUBAL
EARLY
DR
IVE
64
6
5
6
6
6
7
68
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District MATCHLINE-SEE SHEET 21MATCHLINE-SEE SHEET 23241"=30'DHDHGRADING
PLANMATCHLINE-SEE SHEET 22NOTES:
EX. CEDAR CREEK GRADE (RTE. 622) 251"=30'DHDHUTILITY
PLANDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 26
HYACINTH DRIVE
HYACINTH
DR
IVE
EX. HOMESPUN LN.
EX.
S
T
O
N
E
R
I
D
G
E
R
D
.EX. CEDAR CREEK GRADEFREDERICK COUNTYCITY OF WINCHE
S
T
E
R EX. CEDAR CREEK GRADE (RTE. 622) Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 25 MATCHLINE-SEE SHEET 27261"=30'DHDHUTILITY
PLAN
HYACINTH DRIVE HYACINTH DRIVEHYACINTH DRIVEFREDERICK COUNTYCITY OF WINCHESTEREX. CEDAR CREEK GRADE (RTE. 622) Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 30MATCHLINE-SEE SHEET 26271"=30'DHDHUTILITY
PLAN
HY
D
R
A
N
G
E
A
W
A
Y
17
18
19
20
21
22
23
24
25
2
6
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 281"=30'DHDHUTILITY
PLANMATCHLINE-SEE SHEET 29MATCHLINE-SEE SHEET 31
HYDRANGEA WAYHYACINTH DRIVE1 2 3 4 5 6 7
891011121314151
6
17
124
125
12
6
1
2
7
128129130131132133134135136
145144143142141140139138137Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 32MATCHLINE-SEE SHEET 30MATCHLINE-SEE SHEET 28291"=30'DHDHUTILITY
PLAN
TRELLIS VIEW LANEH
Y
A
C
I
N
T
H
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EHYDRANGEA WAYTRELLIS VIEW LANE299298297296263295294255256257258259260261262300265266267268269270271272273264Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 33 MATCHLINE-SEE SHEET 29301"=30'DHDHUTILITY
PLAN
MATCHLINE-SEE SHEET 27
GLISTENING DEW COURTHYDRANGEA WAYHYA
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Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District MATCHLINE-SEE SHEET 32311"=30'DHDHUTILITY
PLAN
MATCHLINE-SEE SHEET 34
MATCHLINE-SEE SHEET 28
GLISTENING DEW COURTSCENTED ROSE WAYHY
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Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 35 MATCHLINE-SEE SHEET 31MATCHLINE-SEE SHEET 29
MATCHLINE-SEE SHEET 33321"=30'DHDHUTILITY
PLAN
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.293292291274290289275277278288287285284283282281242241234235236237238221222223280243244245246247248249250251252253254255276279273240239FREDERICK COUNTYCITY OF WINCHESTERDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 30
MATCHLINE-SEE SHEET 36 MATCHLINE-SEE SHEET 32331"=30'DHDHUTILITY
PLAN
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 37
MATCHLINE-SEE SHEET 31
MATCHLINE-SEE SHEET 35341"=30'DHDHUTILITY
PLAN
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 37
MATCHLINE-SEE SHEET 32
MATCHLINE-SEE SHEET 36351"=30'DHDHUTILITY
PLAN MATCHLINE-SEE SHEET 34
SCENTED ROSE WAYBENDING VINE LANE7
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8
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8
2
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE-SEE SHEET 37
MATCHLINE-SEE SHEET 33
MATCHLINE-SEE SHEET 35361"=30'DHDHUTILITY
PLAN
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Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District MATCHLINE-SEE SHEET 34MATCHLINE-SEE SHEET 36371"=30'DHDHUTILITY
PLANMATCHLINE-SEE SHEET 35
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 38V:1"=5'H:1"=50'DHJRROAD
PROFILESSCENTED ROSE WAY(PRIVATE STREET)STREET A - SCENTED ROSE WAY
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 39V:1"=5'H:1"=50'DHJR
ROAD
PROFILESSCENTED ROSE WAY CONT.BENDING VINE LANESTREET A(PRIVATE STREET)(PRIVATE STREET)BENDING VINE LN.
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 40V:1"=5'H:1"=50'DHJR
ROAD
PROFILESFRAGRANT LILY LANE(PRIVATE STREET)STREET C - FRAGANT LILY LN.
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 41V:1"=5'H:1"=50'DHJR
ROAD
PROFILESTRELLIS VIEW LANE(PRIVATE STREET)STREET D - TRELLIS VIEW LN.
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 42V:1"=5'H:1"=50'DHJR
ROAD
PROFILESHYACINTH DRIVE(PRIVATE STREET)STREET G - HYACINTH DR.
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 43V:1"=5'H:1"=50'DHJR
ROAD
PROFILESHYACINTH LANE CONT.PUMP STATION ACCESS ROADSTREET G CONT.(PRIVATE STREET)
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 44V:1"=5'H:1"=50'DHJR
ROAD
PROFILESHYDRANGEA WAY(PRIVATE STREET)
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 45V:1"=5'H:1"=50'DHJR
ROAD
PROFILESHYDRANGEA WAY CONT. (1)(PRIVATE STREET)STREET E - HYDRANGEA WAY
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 46V:1"=5'H:1"=50'DHJR
ROAD
PROFILESHYDRANGEA WAY CONT. (2)(PRIVATE STREET)STREET E - HYDRANGEA WAY
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 47V:1"=5'H:1"=50'DHJR
ROAD
PROFILESGLISTENING DEW COURTGLISTENING DEW COURT CUL-DE-SAC ROLLOUTROLLOUT(PRIVATE STREET)(PRIVATE STREET)
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 48V:1"=5'H:1"=50'DHJR
ROAD
PROFILESHYACINTH DRIVE-MAIN ENTRANCE(PRIVATE STREET)HYACINTH DR.
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 49V:1"=5'H:1"=50'DHJR
ROAD
PROFILESHYACINTH DRIVE-OUTBOUND SIDE(PRIVATE STREET)HYACINTH DR.
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 50V:1"=5'H:1"=50'ADADEXISTING
CEDAR CREEK GRADE
PROFILEEX. CEDAR CREEK GRADEVDOT GS-6DESIGN SPEED=50 MPHPOSTED SPEEDS=45 MPH & 35 MPH(R/W VARIES)
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 50AV:1"=5'H:1"=20'ADDHCEDAR CREEK GRADE
CROSS SECTIONSSCALE: HORZ.: 1"=20' VERT.= 1"=5'
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 50BV:1"=5'H:1"=20'ADDHCEDAR CREEK GRADE
CROSS SECTIONSSCALE: HORZ.: 1"=20' VERT.= 1"=5'
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 50CV:1"=5'H:1"=20'ADDHCEDAR CREEK GRADE
CROSS SECTIONSSCALE: HORZ.: 1"=20' VERT.= 1"=5'
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 51V:1"=5'H:1"=50'JRJR
SIGHT DISTANCE
PROFILES TRELLIS VIEW LANE SD11A1B1CHYDRANGEA WAY SD 22A2B2CSCENTED ROSE WAY SD 33B3CBENDING VINE LANE SD 44A4B4CGLISTENING DEW COURT SD55A5B5CFRAGRANT LILY LANE SD 66A6B6C3A
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 52V:1"=5'H:1"=50'JRJR
SIGHT DISTANCE
PROFILES HYACINTH DRIVE SD 77A7B7CTRELLIS VIEW LANE SD88A8B8CBENDING VINE LANE SD 99A9B9CFRAGRANT LILY LANE SD 1010A10B10CSCENTED ROSE WAY SD 1111A11B11C
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 53V:1"=5'H:1"=50'JRJR
SIGHT DISTANCE
PROFILES HYACINTH DRIVE SD 1212A12B12CEXISTING CEDAR CREEK GRADE SD 14 TURNING14A14B
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 54V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 55V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILE
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 56V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 57V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 58V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 59V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 60V:1"=5'H:1"=50'DHDH
STORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 61V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 62V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 63V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 64V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 65V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 66V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 67V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 68V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 69V:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 69AV:1"=5'H:1"=50'DHDHSTORM SEWER
PROFILES
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 70N/ADHDH
STORM SEWER
COMPUTATIONS STORM SEWER COMPUTATIONSSTORM SEWER COMPUTATIONS (CON'T)
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 71N/ADHDHSTORM SEWER
COMPUTATIONSDITCH COMPUTATIONSSTORM SEWER COMPUTATIONS (CON'T)TYPICAL DITCH SECTION
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 72N/ADHDH
STORM SEWER
COMPUTATIONS HYDRAULIC GRADE LINE COMPUTATIONS
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 73N/ADHDH
STORM SEWER
COMPUTATIONS HYDRAULIC GRADE LINE COMPUTATIONS (CON'T) 100-YR OVERLAND RELIEF COMPUTATIONS
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 74N/ADHDHSTORM SEWER INLET
& CULVERT COMPUTATIONS INLET COMPUTATIONSCULVERT A1-EX.1 (10-YR)CULVERT A1-EX.1 (100-YR)CULVERT C2-C1 (10-YR)CULVERT B2-B1 (10-YR)
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District DI-7 INLET COMPUTATIONSEND SECTION AT STR. 45AEND SECTION AT STR. 46END SECTION AT STR. 66ECULVERT 503-502CULVERT 501-50075N/ADHDHSTORM SEWER INLET
& CULVERT COMPUTATIONS
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 76N/ADHDHSTORM SEWER INLET
COMPUTATIONS DI-7 INLET COMPUTATIONS (CONT'D)
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 77N/ADHDHSTORM SEWER CULVERT
COMPUTATIONS END SECTION AT STR. 115BEND SECTION AT STR. 202AEND SECTION AT STR. 203AEND SECTION AT STR. 404END SECTION AT STR. 72END SECTION AT STR. 85END SECTION AT STR. 99AEND WALL AT STR. 99E
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 78V:1"=5'H:1"=50'JRJR
WATER MAIN
PROFILESNOTES:WATER MAIN A
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 79V:1"=5'H:1"=50'JRJR
WATER MAIN
PROFILESNOTES:WATER MAIN BWATER MAIN A (CONT.)
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 80V:1"=5'H:1"=50'JRJR
WATER MAIN
PROFILESNOTES:WATER MAIN CWATER LINE TO PUMP STATION
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 81V:1"=5'H:1"=50'JRJR
WATER MAIN
PROFILESNOTES:WATER MAIN D
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 82V:1"=5'H:1"=50'JRJR
WATER MAIN
PROFILESNOTES:WATER MAIN E
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 83V:1"=5'H:1"=50'JRJR
WATER MAIN
PROFILESNOTES:WATER MAIN E (CONT.)
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 84V:1"=5'H:1"=50'JRJR
WATER MAIN
PROFILESNOTES:WATER MAIN F
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 85V:1"=5'H:1"=50'JRJR
WATER MAIN
PROFILESNOTES:WATER MAIN G
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 86V:1"=5'H:1"=50'JRJR
WATER MAIN
PROFILESNOTES:WATER MAIN G (CONT.)WATER MAIN CDS
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 87V:1"=5'H:1"=50'JRJR
WATER CONNECTION
PLAN & PROFILENOTES:NOTE: PRIOR TO DISINFECTION, ALL WATER MAINS SHALL BE FLUSHED. ALL VALVES AND HYDRANTSSHALL BE OPERATED DURING THIS OPERATION. FLUSHING VELOCITIES SHOULD BE AT THEMAXIMUM RATE POSSIBLE, BUT UNDER NO CIRCUMSTANCE SHALL IT BE LESS THAN 3.0 FEET PERSECOND. BEST PRACTICE IS TO DISCHARGE BETWEEN 2 AND 3 PIPE VOLUMES. ULTIMATELY, THEWATER SHALL BE FLUSHED UNTIL IT IS CLEAR (<1.0 NTU) AND THE CHLORINE RESIDUAL ISCOMPARABLE TO THE SOURCE WATER. FOR PIPE DIAMETERS GREATER THAN 12", A FLUSHING ANDDISINFECTION PLAN SHALL BE SUBMITTED TO FREDERICK WATER FOR REVIEW AND APPROVAL.WATER MAIN H5+006+007+008+00 HYDRANGEA WAY50515253545556939495969798
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 88V:1"=5'H:1"=50'JRJR
WATER CONNECTION
PLAN & PROFILENOTES:NOTE: PRIOR TO DISINFECTION, ALL WATER MAINS SHALL BE FLUSHED. ALL VALVES AND HYDRANTSSHALL BE OPERATED DURING THIS OPERATION. FLUSHING VELOCITIES SHOULD BE AT THEMAXIMUM RATE POSSIBLE, BUT UNDER NO CIRCUMSTANCE SHALL IT BE LESS THAN 3.0 FEET PERSECOND. BEST PRACTICE IS TO DISCHARGE BETWEEN 2 AND 3 PIPE VOLUMES. ULTIMATELY, THEWATER SHALL BE FLUSHED UNTIL IT IS CLEAR (<1.0 NTU) AND THE CHLORINE RESIDUAL ISCOMPARABLE TO THE SOURCE WATER. FOR PIPE DIAMETERS GREATER THAN 12", A FLUSHING ANDDISINFECTION PLAN SHALL BE SUBMITTED TO FREDERICK WATER FOR REVIEW AND APPROVAL.WATER MAIN H CONT. (1)F/H
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 89V:1"=5'H:1"=50'JRJR
WATER CONNECTION
PLAN & PROFILENOTES:NOTE: PRIOR TO DISINFECTION, ALL WATER MAINS SHALL BE FLUSHED. ALL VALVES AND HYDRANTSSHALL BE OPERATED DURING THIS OPERATION. FLUSHING VELOCITIES SHOULD BE AT THEMAXIMUM RATE POSSIBLE, BUT UNDER NO CIRCUMSTANCE SHALL IT BE LESS THAN 3.0 FEET PERSECOND. BEST PRACTICE IS TO DISCHARGE BETWEEN 2 AND 3 PIPE VOLUMES. ULTIMATELY, THEWATER SHALL BE FLUSHED UNTIL IT IS CLEAR (<1.0 NTU) AND THE CHLORINE RESIDUAL ISCOMPARABLE TO THE SOURCE WATER. FOR PIPE DIAMETERS GREATER THAN 12", A FLUSHING ANDDISINFECTION PLAN SHALL BE SUBMITTED TO FREDERICK WATER FOR REVIEW AND APPROVAL.WATER MAIN H CONT. (2)F/HEX. HOMER DR.EX. MERRIMANS L
N
.
(
R
T
E
.
6
2
1
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Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 90N/AJRJR
WATER MAIN
DETAILS
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 91V:1"=5'H:1"=50'JRJR
SANITARY SEWER
PROFILES
TOP=790.05
DEPTH=13.49 SAN.5TOP=788.42
DEPTH=11.22 SAN.6TOP=792.70
DEPTH=13.48 SAN.8TOP=797.84
DEPTH=14.94 SAN.10TOP=780.40DEPTH=7.40 SAN.1TOP=785.30DEPTH=11.58 SAN.2TOP=792.41
DEPTH=11.90 SAN.9TOP=787.93
DEPTH=9.89 SAN.7TOP=792.89DEPTH=17.30 SAN.4TOP=794.39DEPTH=19.39 SAN.3TOP=806.87
DEPTH=11.37 SAN.10A
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 92V:1"=5'H:1"=50'JRJR
SANITARY SEWER
PROFILES
TOP=840.10
DEPTH=13.10 SAN.12TOP=828.43DEPTH=11.43 SAN.11TOP=854.55
DEPTH=22.05 SAN.13TOP=806.87DEPTH=11.37 SAN.10A
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 93V:1"=5'H:1"=50'JRJR
SANITARY SEWER
PROFILES
TOP=792.89
DEPTH=17.30 SAN.4TOP=795.54
DEPTH=16.74 SAN.50TOP=804.34
DEPTH=15.34 SAN.51TOP=815.74
DEPTH=11.64 SAN.52TOP=878.85DEPTH=13.65 SAN.14TOP=882.75DEPTH=13.35 SAN.15TOP=887.08DEPTH=13.48 SAN.16TOP=891.73
DEPTH=13.93 SAN.17TOP=897.40
DEPTH=13.80 SAN.18
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 94V:1"=5'H:1"=50'JRJRSANITARY SEWER
PROFILES
TOP=794.39DEPTH=19.39 SAN.3TOP=832.16
DEPTH=19.07 SAN.27TOP=819.84
DEPTH=8.84 SAN.26TOP=814.33
DEPTH=11.23 SAN.25TOP=808.88
DEPTH=13.58 SAN.24TOP=806.72
DEPTH=15.22 SAN.23TOP=801.90DEPTH=12.90 SAN.22TOP=799.43DEPTH=12.93 SAN.21TOP=796.28DEPTH=13.78 SAN.20
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 95V:1"=5'H:1"=50'JRJRSANITARY SEWER
PROFILES
TOP=850.86
DEPTH=14.36 SAN.36TOP=842.95
DEPTH=12.45 SAN.35TOP=833.17
DEPTH=13.37 SAN.33TOP=828.74
DEPTH=10.84 SAN.32TOP=829.19
DEPTH=11.80 SAN.31TOP=830.17
DEPTH=14.47 SAN.29TOP=829.46
DEPTH=14.30 SAN.28TOP=836.08
DEPTH=13.08 SAN.34TOP=830.74
DEPTH=14.56 SAN.30
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 96V:1"=5'H:1"=50'JRJRSANITARY SEWER
PROFILES
TOP=896.76
DEPTH=12.56 SAN.40TOP=886.60DEPTH=12.60 SAN.39TOP=881.55DEPTH=12.55 SAN.38TOP=876.11DEPTH=12.61 SAN.37TOP=792.41
DEPTH=11.90 SAN.9TOP=789.22
DEPTH=7.91 SAN.70TOP=787.65
DEPTH=5.74 SAN.71TOP=818.27
DEPTH=16.77 SAN.80TOP=821.06
DEPTH=12.86 SAN.90TOP=824.78
DEPTH=12.28 SAN.91TOP=828.06
DEPTH=13.06 SAN.92
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 97V:1"=5'H:1"=50'JRJRSANITARY SEWER
PROFILES
TOP=787.93DEPTH=9.89 SAN.7TOP=793.31DEPTH=13.91 SAN.60TOP=799.77DEPTH=14.27 SAN.61TOP=809.29
DEPTH=11.79 SAN.62TOP=821.75
DEPTH=15.25 SAN.63TOP=837.31
DEPTH=12.31 SAN.64TOP=841.12
DEPTH=12.62 SAN.65TOP=850.00
DEPTH=14.00 SAN.66
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 98V:1"=5'H:1"=50'JRJRSANITARY SEWER
PROFILES
TOP=806.72DEPTH=15.22 SAN.23TOP=817.05
DEPTH=13.85 SAN.81TOP=818.82
DEPTH=13.82 SAN.82TOP=822.73
DEPTH=12.73 SAN.83TOP=833.43
DEPTH=16.93 SAN.84TOP=831.81
DEPTH=13.31 SAN.85TOP=818.27
DEPTH=16.77 SAN.80
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 99V:1"=5'H:1"=50'JRJRSANITARY SEWER
FORCE MAIN
PROFILENOTES:
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 100V:1"=5'H:1"=50'JRJRSANITARY SEWER
FORCE MAIN
PROFILENOTES:
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 101V:1"=5'H:1"=50'JRJRSANITARY SEWER
FORCE MAIN
PROFILENOTES:
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 102N/AJRJR
SANITARY SEWER
COMPUTATIONS SANITARY SEWER COMPUTATIONSSANITARY LATERAL COMPUTATIONSMANHOLE:92MANHOLE:91 SLOPE:1.95% LENGTH:118.00LOW INVERT:812.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWNLENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN@ MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1580+00812.70813.4533.04PVC SDR 35/2630.00%0.0823.35826.1828.3014.85N2050+24813.17813.9248.04PVC SDR 35/262.08%0.0814.92826.4819.105.18N2040+48813.64814.3949.04PVC SDR 35/262.08%0.0815.40827.5820.406.01N1590+52813.71814.4632.04PVC SDR 35/2630.00%2.017.019.0826.06828.3830.8016.34N1601+08814.81815.5633.04PVC SDR 35/2630.00%0.0825.46829.5830.8015.24N2031+18815.00815.7547.04PVC SDR 35/262.08%0.0816.73829.4821.605.85NMANHOLE:91MANHOLE:90 SLOPE:2.56% LENGTH:160.00LOW INVERT:808.40MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2280+15808.78809.5349.04PVC SDR 35/262.08%0.0810.55822.4815.606.07N1560+60809.94810.6938.04PVC SDR 35/2627.00%0.0820.95823.5825.7015.01N1570+97810.89811.6436.04PVC SDR 35/2630.00%2.015.017.0824.44826.4828.3016.66NMANHOLE:90MANHOLE:80 SLOPE:5.33% LENGTH:121.99LOW INVERT:801.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1540+25803.03803.7834.04PVC SDR 35/2630.00%4.019.023.0817.98820.8823.0019.22N1550+97806.87807.6239.04PVC SDR 35/2630.00%2.018.020.0821.32823.7825.7018.08N2291+00807.03807.7849.04PVC SDR 35/262.08%0.0808.80821.9814.907.12NMANHOLE:85MANHOLE:84 SLOPE:1.00% LENGTH:180.00LOW INVERT:816.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1410+10816.80817.5535.04PVC SDR 35/262.08%6.019.025.0824.28835.4828.8011.25N2980+25816.95817.7043.04PVC SDR 35/262.08%5.027.032.0823.59835.2828.0010.30N1400+80817.50818.2551.04PVC SDR 35/262.08%5.036.041.0824.31835.7828.8010.55N2991+01817.71818.4628.04PVC SDR 35/262.08%4.013.017.0823.04835.4828.009.54N1391+25817.95818.7053.04PVC SDR 35/262.08%3.038.041.0822.80834.9828.009.30N3001+55818.25819.0030.04PVC SDR 35/262.08%3.015.018.0822.62834.8827.408.40N1381+73818.43819.1849.04PVC SDR 35/262.08%2.034.036.0822.20834.1827.007.82N1371+80818.50819.2558.04PVC SDR 35/262.08%0.0820.46833.1826.006.75NMANHOLE:84MANHOLE:83 SLOPE:2.80% LENGTH:225.00LOW INVERT:810.20MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1450+35811.18811.9334.04PVC SDR 35/262.08%3.019.022.0815.64826.4820.408.47N2940+40811.32812.0747.04PVC SDR 35/262.08%0.0813.05826.3819.006.93N1440+85812.58813.3334.04PVC SDR 35/262.08%4.019.023.0818.04828.9823.009.67N2950+90812.72813.4747.04PVC SDR 35/262.08%2.032.034.0816.45828.8821.608.13N1431+35813.98814.7334.04PVC SDR 35/262.08%5.019.024.0820.44831.4825.6010.87N2961+40814.12814.8747.04PVC SDR 35/262.08%4.032.036.0819.85831.3824.209.33N1421+85815.38816.1334.04PVC SDR 35/262.08%6.019.025.0822.84833.8827.9011.77N2971+92815.58816.3347.04PVC SDR 35/262.08%5.032.037.0822.30833.7826.6010.27NMANHOLE:83MANHOLE:82 SLOPE:3.20% LENGTH:150.00LOW INVERT:805.20MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1480+00805.20805.9540.04PVC SDR 35/262.08%11.027.038.0817.78821.4823.1017.15N2910+45806.64807.3950.04PVC SDR 35/262.08%0.0808.43820.9813.606.21N1470+70807.44808.1933.04PVC SDR 35/262.08%2.029.031.0810.88820.8815.507.31N2920+90808.08808.8351.04PVC SDR 35/262.08%0.0809.89821.9814.805.97N1461+30809.36810.1132.04PVC SDR 35/262.08%2.029.031.0812.78823.8817.807.69N2931+50810.00810.7548.04PVC SDR 35/262.08%0.0811.75824.1816.705.95NMANHOLE:82MANHOLE:81 SLOPE:1.07% LENGTH:150.00LOW INVERT:803.40MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1500+40803.83804.5834.04PVC SDR 35/2630.00%2.016.018.0816.78819.7821.7017.12N2880+50803.93804.6850.04PVC SDR 35/2623.00%0.0816.18819.2821.1016.42N1491+03804.50805.2534.04PVC SDR 35/2630.00%2.016.018.0817.45820.5822.4017.15N2891+06804.53805.2850.04PVC SDR 35/2623.00%0.0816.78819.8821.7016.42N2901+50805.00805.7548.04PVC SDR 35/2624.00%0.0817.27820.6822.3016.55NMANHOLE:81MANHOLE:80 SLOPE:1.00% LENGTH:150.00LOW INVERT:801.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1530+38802.08802.8333.04PVC SDR 35/2630.00%4.017.021.0816.73819.7821.7018.87N1520+95802.65803.4031.04PVC SDR 35/2630.00%3.016.019.0815.70818.0821.0017.60N1511+35803.05803.8035.04PVC SDR 35/2630.00%2.018.020.0816.30819.2821.1017.30N2871+50803.20803.9547.04PVC SDR 35/2625.00%0.0815.70818.7820.5016.55NSANITARY LATERAL COMPUTATIONSFROMTOUNITSFLOW/AVG. FLOWAVG. FLOWPEAKQ TOTALPIPESLOPEACTUALFULL FLOWCAPACITYq/Qfv/Vfd/DLENGTHINVERTINVERTMHMHOR AREAUNITINCREMENTTOTALFACTORGPDSIZE(IN.)%VEL. (FPS)VEL.(FPS)GPD%%%ftUPPERLOWER929162501,5001,5004.06,00081.95%0.994.471,008,6780.59%22.21%4.00%118.00815.00812.70919032507502,2504.09,00082.56%1.485.131,156,5420.78%28.92%6.00%160.00812.50808.40908042501,0003,2504.013,00085.33%2.147.401,667,7240.78%28.92%6.00%121.99808.20801.70858472501,7501,7504.07,00081.00%0.933.20722,4860.97%28.92%6.00%180.00818.50816.70848392502,2504,0004.016,00082.80%1.875.361,208,9511.32%34.80%8.00%225.00816.50810.20838262501,5005,5004.022,00083.20%1.995.731,292,4231.70%34.80%8.00%150.00810.00805.20828152501,2506,7504.027,00081.07%1.493.31746,1813.62%45.00%12.00%150.00805.00803.40818042501,0007,7504.031,00081.00%1.593.20722,4864.29%49.53%14.00%150.00803.20801.70802382502,00013,0004.052,00082.86%2.695.421,222,7944.25%49.53%14.00%342.12801.50791.70FUTURE714840019,20019,2007170225050019,7004.078,80080.50%1.622.27510,87515.42%71.65%26.00%80.00781.91781.51709325075020,4504.081,80080.50%1.622.27510,87516.01%71.65%26.00%120.00781.31780.71666572501,7501,7504.07,00084.56%1.526.841,543,2310.45%22.21%4.00%160.00836.00828.70656432507502,5004.010,00084.81%1.567.031,585,3110.63%22.21%4.00%68.54828.50825.20646382502,0004,5004.018,00084.58%1.986.861,546,1881.16%28.92%6.00%400.00825.00806.70636282502,0006,5004.026,00084.15%2.276.531,471,9841.77%34.80%8.00%212.00806.50797.70626172501,7508,2504.033,00087.28%3.018.651,949,9031.69%34.80%8.00%162.00797.50785.70616042501,0009,2504.037,00085.37%2.987.421,673,7762.21%40.12%10.00%109.93785.50779.6060752501,25010,5004.042,00080.61%1.442.50563,4277.45%57.75%18.00%190.00779.40778.24525192502,2502,2504.09,00087.38%1.938.701,962,2170.46%22.21%4.00%202.00804.10789.20515062501,5003,7504.015,00086.54%2.378.191,847,0720.81%28.92%6.00%153.00789.00779.0050472501,7505,5004.022,00081.37%1.503.74844,3992.61%40.12%10.00%220.00778.80775.79403982502,0002,0004.08,00086.25%1.788.011,806,2160.44%22.21%4.00%160.00884.20874.20393822505002,5004.010,00087.06%1.898.511,919,5340.52%22.21%4.00%68.00874.00869.20383732507503,2504.013,00087.26%1.928.631,946,7320.67%22.21%4.00%73.00869.00863.703736142503,5006,7504.027,00087.66%3.098.871,999,2311.35%34.80%8.00%350.00863.50836.70363532507507,5004.030,00085.27%2.567.361,659,0031.81%34.80%8.00%110.00836.50830.70353422505008,0004.032,00087.68%3.098.882,002,7611.60%34.80%8.00%95.00830.50823.20343322505008,5004.034,00086.00%2.737.851,769,7231.92%34.80%8.00%50.00823.00820.00333222505009,0004.036,00081.21%1.753.53796,1414.52%49.53%14.00%140.00819.80818.103231025009,0004.036,00080.51%1.232.28514,9146.99%53.76%16.00%63.00817.90817.58313012502509,2504.037,00080.50%1.312.27510,8757.24%57.75%18.00%200.00817.38816.383029025009,2504.037,00080.51%1.322.29515,4987.18%57.75%18.00%55.00816.18815.90292812502509,5004.038,00080.50%1.312.26510,7257.44%57.75%18.00%68.04815.70815.362827152503,75013,2504.053,00080.50%1.392.26510,22010.39%61.51%20.00%374.96815.16813.292726152503,75017,0004.068,00080.50%1.562.27512,91413.26%68.44%24.00%375.00813.09811.20262542501,00018,0004.072,00087.02%3.828.491,913,7823.76%45.00%12.00%109.74811.00803.302524225050018,5004.074,00087.00%3.818.481,911,1793.87%45.00%12.00%108.61803.10795.5024230250018,5004.074,00082.49%2.725.051,139,2306.50%53.76%16.00%144.79795.30791.70232252501,25032,7504.0131,00081.34%2.653.70835,05415.69%71.65%26.00%172.17791.50789.202221325075033,5004.0134,00081.77%2.924.26960,99713.94%68.44%24.00%130.00789.00786.702120225050034,0004.0136,00082.30%3.164.861,096,42612.40%65.07%22.00%165.00786.50782.70203225050034,5004.0138,00087.19%4.968.591,937,9457.12%57.75%18.00%101.60782.50775.19181772501,7501,7504.07,00084.00%1.426.411,444,9720.48%22.21%4.00%140.00883.60878.00171632507502,5004.010,00083.97%1.426.381,439,7270.69%22.21%4.00%100.73877.80873.80161532507503,2504.013,00084.43%1.956.741,520,3500.86%28.92%6.00%90.33873.60869.60151442501,0004,2504.017,00085.00%2.077.161,615,5281.05%28.92%6.00%80.00869.40865.401413142503,5007,7504.031,00088.21%3.209.182,070,2741.50%34.80%8.00%395.81865.20832.701312142503,50011,2504.045,00081.34%1.843.71835,8345.38%49.53%14.00%396.00832.50827.201211142503,50014,7504.059,00082.58%2.555.151,160,2485.09%49.53%14.00%380.00827.00817.201110A122503,00017,7504.071,00087.89%4.059.002,029,2593.50%45.00%12.00%270.00817.00795.7010A10325075015,5004.062,000810.94%4.2510.602,389,8352.59%40.12%10.00%113.33795.50783.10109325075018,5004.074,00082.31%2.624.861,096,9586.75%53.76%16.00%95.00782.90780.7198325075039,7004.0158,80080.50%1.992.27510,87531.08%87.94%38.00%219.00780.51779.428742501,00040,7004.0162,80080.50%1.992.27510,87531.87%87.94%38.00%195.00779.22778.2476225050051,7004.0206,80080.50%2.142.27510,87540.48%94.45%44.00%128.37778.04777.4065225050052,2004.0208,80080.50%2.142.27510,87540.87%94.45%44.00%87.55777.20776.765442501,00053,2004.0212,80080.50%2.142.27510,87541.65%94.45%44.00%154.00776.56775.7943125025058,9504.0235,800100.50%2.182.63926,96725.44%83.02%34.00%81.68775.59775.19320250093,4504.0373,800120.50%2.392.971,508,26724.78%80.38%32.00%214.09774.99773.92210250093,4504.0373,800120.50%2.392.971,508,26724.78%80.38%32.00%143.21773.72773.00
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 103N/AJRJR
SANITARY SEWER
COMPUTATIONS SANITARY LATERAL COMPUTATIONSLOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2820+60793.42794.1747.04PVC SDR 35/262.08%3.032.035.0798.15810.5803.309.13N2330+63793.50794.2535.04PVC SDR 35/262.08%4.019.023.0798.98810.6803.409.15N2321+03794.65795.4035.04PVC SDR 35/262.08%4.019.023.0800.13812.2805.309.90N2831+10794.85795.6047.04PVC SDR 35/262.08%4.032.036.0800.58812.3805.209.60N2311+53796.08796.8335.04PVC SDR 35/262.08%5.019.024.0802.56814.0807.1010.27N2841+64796.40797.1547.04PVC SDR 35/262.08%4.032.036.0802.13814.3807.009.85N2852+15797.86798.6147.04PVC SDR 35/262.08%4.032.036.0803.59816.1808.8010.19N2302+60799.15799.9036.04PVC SDR 35/262.08%8.035.043.0808.65817.1813.7013.80N2862+65799.29800.0447.04PVC SDR 35/262.08%5.032.037.0806.02817.6810.3010.26NMANHOLE:71MANHOLE:70 SLOPE:0.50% LENGTH:80.00LOW INVERT:781.51MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?670+60781.81782.5654.04DIP CL 522.08%3.0786.69790.0791.508.94N680+80781.91782.6655.04DIP CL 522.08%0.0783.81788.1790.007.34NMANHOLE:70MANHOLE:9 SLOPE:0.50% LENGTH:120.00LOW INVERT:780.71MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?640+10780.76781.5150.04PVC SDR 35/262.08%8.035.043.0790.55793.8796.0014.49N650+60781.01781.7654.04PVC SDR 35/262.08%6.035.041.0788.89791.9794.2012.44N661+12781.27782.0257.04PVC SDR 35/262.08%5.035.040.0788.21791.6792.8010.78NMANHOLE:66MANHOLE:65 SLOPE:4.56% LENGTH:160.00LOW INVERT:828.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1700+10829.16829.9148.04PVC SDR 35/262.08%0.0830.90841.8835.305.39N1690+22829.70830.4552.04PVC SDR 35/262.08%0.0831.54843.8837.907.45N1630+65831.67832.4253.04PVC SDR 35/262.08%0.0833.52845.0839.507.08N1680+69831.85832.6056.04PVC SDR 35/262.08%2.041.043.0835.76845.8840.307.70N1671+22834.27835.0255.04PVC SDR 35/262.08%2.040.042.0838.16848.0842.907.88N1641+40835.09835.8493.04PVC SDR 35/262.08%2.078.080.0839.77851.2844.108.26N1651+60836.00836.7547.04PVC SDR 35/262.08%2.032.034.0839.73851.9845.208.45N1661+60836.00836.7546.04PVC SDR 35/262.08%2.031.033.0839.71851.8844.407.65NMANHOLE:65MANHOLE:64 SLOPE:4.81% LENGTH:68.54LOW INVERT:825.20MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1710+11825.73826.4848.04PVC SDR 35/262.08%0.0827.48839.5832.806.32N1620+69828.50829.2534.04PVC SDR 35/262.08%0.0829.96842.8835.606.35NMANHOLE:64MANHOLE:63 SLOPE:4.58% LENGTH:400.00LOW INVERT:806.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1770+52809.08809.8348.04PVC SDR 35/262.08%2.032.034.0812.83825.0817.707.87N2020+58809.36810.1134.04PVC SDR 35/262.08%2.019.021.0812.81824.7818.007.89N1760+62809.54810.2948.04PVC SDR 35/262.08%5.032.037.0816.29826.3820.7010.41N1751+17812.06812.8148.04PVC SDR 35/262.08%5.032.037.0818.81829.5823.8010.99N1742+72819.16819.9147.04PVC SDR 35/262.08%0.0820.89832.5825.505.59N1733+10820.90821.6547.04PVC SDR 35/262.08%0.0822.63833.5827.405.75N1723+60823.19823.9447.04PVC SDR 35/262.08%0.0824.92836.0830.206.26N1613+90824.56825.3136.04PVC SDR 35/262.08%0.0826.06838.0831.406.09NMANHOLE:63MANHOLE:62 SLOPE:4.15% LENGTH:212.00LOW INVERT:797.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1980+28798.86799.6135.04PVC SDR 35/262.08%0.0800.34812.6805.105.49N1810+36799.19799.9450.04PVC SDR 35/262.08%0.0800.98813.1806.206.26N1800+78800.94801.6952.04PVC SDR 35/262.08%0.0802.77814.0809.007.31N1990+82801.10801.8535.04PVC SDR 35/262.08%0.0802.58816.1808.406.55N1791+28803.01803.7652.04PVC SDR 35/262.08%2.037.039.0806.84817.7811.908.14N2001+37803.39804.1435.04PVC SDR 35/262.08%2.014.016.0806.86819.5811.707.56N1781+77805.05805.8050.04PVC SDR 35/262.08%3.035.038.0809.84820.2814.708.90N2011+80805.17805.9236.04PVC SDR 35/262.08%4.016.020.0810.67821.1815.009.08NMANHOLE:62MANHOLE:61 SLOPE:7.28% LENGTH:162.00LOW INVERT:785.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1950+20787.16787.9136.04PVC SDR 35/262.08%2.018.020.0790.66802.6795.107.19N1850+36788.32789.0750.04PVC SDR 35/262.08%790.11801.0794.905.83N1840+47789.12789.8750.04PVC SDR 35/262.08%2.035.037.0792.91803.6797.707.83N1960+70790.80791.5535.04PVC SDR 35/262.08%0.0792.28805.8798.406.85N1830+96792.69793.4450.04PVC SDR 35/262.08%0.0794.48806.4800.507.06N1971+25794.80795.5535.04PVC SDR 35/262.08%0.0796.28809.0801.806.25N1821+48796.48797.2348.04PVC SDR 35/262.08%0.0798.23809.2803.406.17NMANHOLE:61MANHOLE:60 SLOPE:5.37% LENGTH:109.93LOW INVERT:779.60MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1870+10780.14780.8948.04PVC SDR 35/262.08%2.034.036.0783.89795.0789.208.31N1930+15780.41781.1638.04PVC SDR 35/262.08%2.018.020.0783.95796.1788.607.44N1860+61782.87783.6249.04PVC SDR 35/262.08%2.034.036.0786.64797.9792.108.48N1940+70783.36784.1136.04PVC SDR 35/262.08%2.018.020.0786.86799.4791.807.69NMANHOLE:60MANHOLE:7 SLOPE:0.61% LENGTH:190.00LOW INVERT:778.24MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1911+00778.85779.6036.04PVC SDR 35/262.08%0.0780.35790.2782.803.20SHALLOW1891+05778.88779.6347.04PVC SDR 35/262.08%0.0780.61789.7783.403.77SHALLOW1921+50779.16779.9137.04PVC SDR 35/262.08%0.0780.68792.8785.405.49N1881+55779.19779.9447.04PVC SDR 35/262.08%0.0780.91792.5786.406.46NMANHOLE:52MANHOLE:51 SLOPE:7.38% LENGTH:202.00LOW INVERT:789.20MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2240+63793.85794.6034.04PVC SDR 35/262.08%2.019.021.0797.30809.6802.407.80N2090+80795.10795.8547.04PVC SDR 35/262.08%0.0796.83809.1801.805.95N2080+91795.91796.6646.04PVC SDR 35/262.08%2.031.033.0799.62810.4804.708.04N2251+13797.54798.2936.04PVC SDR 35/262.08%0.0799.03812.4805.206.91N2071+57800.78801.5344.04PVC SDR 35/262.08%0.0802.45814.6808.106.57N2261+60801.00801.7537.04PVC SDR 35/262.08%0.0802.52814.8807.906.15N2062+02804.10804.8548.04PVC SDR 35/262.08%0.0805.85817.1811.506.65N2272+02804.10804.8534.04PVC SDR 35/262.08%0.0805.56817.2810.505.65NMANHOLE:51MANHOLE:50 SLOPE:6.54% LENGTH:153.00LOW INVERT:779.00MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2130+49782.20782.9552.04PVC SDR 35/262.08%3.035.038.0787.03798.9791.508.55N2210+55782.59783.3436.04PVC SDR 35/262.08%2.014.016.0786.09799.0791.408.06N2120+59782.86783.6153.04PVC SDR 35/262.08%5.038.043.0789.71800.3794.1010.49N2220+85784.56785.3137.04PVC SDR 35/262.08%4.013.017.0790.08802.2795.209.89N2111+06785.93786.6852.04PVC SDR 35/262.08%4.037.041.0791.76805.6796.7010.02N2231+43788.35789.1040.04PVC SDR 35/262.08%3.019.022.0792.93805.5799.009.90N2101+53789.00789.7547.04PVC SDR 35/262.08%4.032.036.0794.73808.1799.209.45NMANHOLE:50MANHOLE:4 SLOPE:1.37% LENGTH:220.00LOW INVERT:775.79MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2170+65776.68777.4349.04PVC SDR 35/262.08%2.035.037.0780.45792.5785.107.67N2180+84776.94777.6933.04PVC SDR 35/262.08%2.016.018.0780.38792.7784.907.21N2161+08777.27778.0249.04PVC SDR 35/262.08%0.0779.04792.4785.107.08N2191+28777.54778.2934.04PVC SDR 35/262.08%2.016.018.0781.00792.7785.206.91N2151+45777.78778.5350.04PVC SDR 35/262.08%2.035.037.0781.57793.5786.507.97N2201+78778.23778.9835.04PVC SDR 35/262.08%3.016.019.0782.70795.0787.608.62N2141+93778.43779.1850.04PVC SDR 35/262.08%4.035.039.0784.22794.7788.909.72N
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
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Back Creek Magisterial District 104N/AJRJR
SANITARY SEWER
COMPUTATIONS SANITARY LATERAL COMPUTATIONSMANHOLE:40MANHOLE:39 SLOPE:6.25% LENGTH:160.00LOW INVERT:874.20MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?170+10874.83875.5837.04PVC SDR 35/262.08%0.0876.34889.5881.806.22N1240+30876.08876.8347.04PVC SDR 35/262.08%2.032.034.0879.80889.0884.207.38N180+62878.08878.8334.04PVC SDR 35/262.08%0.0879.53892.2885.406.57N1230+85879.51880.2647.04PVC SDR 35/262.08%2.032.034.0883.24893.8887.707.44N191+10881.08881.8334.04PVC SDR 35/262.08%2.019.021.0884.53896.2888.806.97N1221+30882.33883.0847.04PVC SDR 35/262.08%2.032.034.0886.05896.2890.207.13N201+60884.20884.9534.04PVC SDR 35/262.08%0.0885.66898.5890.905.95N1211+60884.20884.9552.04PVC SDR 35/262.08%0.0886.03898.2891.406.45NMANHOLE:39MANHOLE:38 SLOPE:7.06% LENGTH:68.00LOW INVERT:869.20MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1260+30871.32872.0750.04PVC SDR 35/262.08%0.0873.11885.0877.605.53N1250+51872.80873.5549.04PVC SDR 35/262.08%0.0874.57885.9880.607.05NMANHOLE:38MANHOLE:37 SLOPE:7.26% LENGTH:73.00LOW INVERT:863.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1280+00863.70864.4548.04PVC SDR 35/262.08%0.0865.45877.8871.807.35N1270+43866.82867.5750.04PVC SDR 35/262.08%0.0868.61879.5874.707.13N160+48867.18867.9337.04PVC SDR 35/262.08%0.0868.70882.7875.007.07NMANHOLE:37MANHOLE:36 SLOPE:7.66% LENGTH:350.00LOW INVERT:836.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?90+00836.70837.4534.04PVC SDR 35/262.08%2.019.021.0840.16852.3845.608.15N1350+25838.61839.3647.04PVC SDR 35/262.08%3.032.035.0843.34853.0847.708.34N100+55840.91841.6633.04PVC SDR 35/262.08%2.018.020.0844.35856.3849.207.54N1340+70842.06842.8148.04PVC SDR 35/262.08%2.033.035.0845.81856.9851.308.49N111+04844.66845.4133.04PVC SDR 35/262.08%2.018.020.0848.10860.3852.807.39N1331+20845.89846.6448.04PVC SDR 35/262.08%2.033.035.0849.64860.2854.908.26N121+54848.49849.2432.04PVC SDR 35/262.08%2.018.020.0851.91863.5856.407.16N132+05852.40853.1532.04PVC SDR 35/262.08%0.0853.81867.0859.906.75N1322+08852.63853.3849.04PVC SDR 35/262.08%0.0854.40864.0858.505.12N1312+20853.55854.3049.04PVC SDR 35/262.08%2.034.036.0857.31867.8862.107.80N142+54856.15856.9031.04PVC SDR 35/262.08%0.0857.54870.5863.506.60N1302+70857.37858.1250.04PVC SDR 35/262.08%2.034.036.0861.16871.0865.707.58N153+00859.67860.4231.04PVC SDR 35/262.08%0.0861.07875.0867.206.78N1293+40862.73863.4850.04PVC SDR 35/262.08%0.0864.52875.0868.905.42NMANHOLE:36MANHOLE:35 SLOPE:5.27% LENGTH:110.00LOW INVERT:830.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?70+37832.65833.4048.04PVC SDR 35/262.08%0.0834.40846.5839.506.10N1360+68834.29835.0443.04PVC SDR 35/262.08%4.022.026.0839.93851.3844.309.26N80+75834.65835.4044.04PVC SDR 35/262.08%0.0836.32849.5842.507.10NMANHOLE:35MANHOLE:34 SLOPE:7.68% LENGTH:95.00LOW INVERT:823.20MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?50+43826.50827.2552.04PVC SDR 35/262.08%0.0828.34840.7833.506.25N60+85829.73830.4849.04PVC SDR 35/262.08%0.0831.50843.7836.506.02NMANHOLE:34MANHOLE:33 SLOPE:6.00% LENGTH:50.00LOW INVERT:820.00MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?30+10820.60821.3548.04PVC SDR 35/262.08%0.0822.35835.7828.407.05N40+50823.00823.7547.04PVC SDR 35/262.08%0.0824.73838.0830.706.95NMANHOLE:33MANHOLE:32 SLOPE:1.21% LENGTH:140.00LOW INVERT:818.10MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?10+72818.97819.7257.04PVC SDR 35/262.08%0.0820.91831.7823.403.68SHALLOW21+14819.48820.2354.04PVC SDR 35/262.08%0.0821.36833.0826.205.97NMANHOLE:31MANHOLE:30 SLOPE:0.50% LENGTH:200.00LOW INVERT:816.38MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?REC CTR2+00817.38818.1353.06PVC SDR 35/262.08%0.0819.23829.8824.506.37NESTIMATEDMANHOLE:29MANHOLE:28 SLOPE:0.50% LENGTH:68.04LOW INVERT:815.36MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2640+47815.59816.3439.04PVC SDR 35/2630.00%0.0828.04831.4832.7016.36NMANHOLE:28MANHOLE:27 SLOPE:0.50% LENGTH:374.96LOW INVERT:813.29MATERIAL:DIP CL 52LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2560+20813.39814.1454.04PVC SDR 35/2630.00%2.032.034.0832.34835.0836.7022.56N2710+30813.44814.1934.04PVC SDR 35/2630.00%5.019.024.0829.39833.5834.7020.51N2570+85813.71814.4654.04PVC SDR 35/2630.00%2.032.034.0832.66834.8836.7022.24N2700+95813.76814.5134.04PVC SDR 35/2630.00%5.019.024.0829.71833.1834.7020.19N2581+20813.89814.6454.04PVC SDR 35/2628.00%0.0829.76833.2834.9020.26N2691+35813.96814.7134.04PVC SDR 35/2630.00%3.019.022.0827.91832.1833.3018.59N2591+80814.19814.9454.04PVC SDR 35/2628.00%0.0830.06833.2834.9019.96N2681+95814.26815.0134.04PVC SDR 35/2630.00%3.019.022.0828.21831.6833.3018.29N2602+20814.39815.1454.04PVC SDR 35/2625.00%0.0828.64832.0833.4018.26N2672+35814.46815.2135.04PVC SDR 35/2630.00%2.019.021.0827.71830.7832.0016.79N2612+80814.69815.4454.04PVC SDR 35/2624.00%0.0828.40831.7833.4017.96N2662+85814.71815.4635.04PVC SDR 35/2630.00%2.019.021.0827.96830.3832.0016.54N2623+20814.89815.6454.04PVC SDR 35/2624.00%0.0828.60831.2833.1017.46N2653+25814.91815.6637.04PVC SDR 35/2630.00%0.0826.76830.9832.2016.54N2633+75815.16815.9154.04PVC SDR 35/2623.00%0.0828.33831.5833.1017.19NMANHOLE:27MANHOLE:26 SLOPE:0.50% LENGTH:375.00LOW INVERT:811.20MATERIAL:DIP CL 52LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2790+10811.25812.0034.04PVC SDR 35/2626.00%0.0820.84823.4826.0014.00N2490+60811.50812.2554.04PVC SDR 35/2610.00%3.040.043.0820.65823.9825.2012.95N2780+75811.58812.3334.04PVC SDR 35/2625.00%0.0820.83824.5826.0013.67N2501+00811.70812.4554.04PVC SDR 35/2615.00%5.040.045.0825.55827.7829.7017.25N2771+10811.75812.5034.04PVC SDR 35/2630.00%2.019.021.0824.70827.5829.6017.10N2511+60812.01812.7654.04PVC SDR 35/2622.00%0.0824.64828.3829.7016.94N2761+75812.08812.8334.04PVC SDR 35/2630.00%2.019.021.0825.03828.4829.6016.77N2522+00812.21812.9654.04PVC SDR 35/2628.00%0.0828.08830.9832.5019.54N2752+10812.26813.0134.04PVC SDR 35/2630.00%4.019.023.0827.21830.5832.2019.19N2532+60812.51813.2654.04PVC SDR 35/2626.00%0.0827.30831.2832.5019.24N2742+74812.58813.3334.04PVC SDR 35/2630.00%4.019.023.0827.53831.0832.2018.87N2542+96812.69813.4454.04PVC SDR 35/2630.00%0.0829.64833.0834.8021.36N2733+10812.76813.5134.04PVC SDR 35/2630.00%6.019.025.0829.71832.0834.6021.09N2553+60813.01813.7654.04PVC SDR 35/2630.00%0.0829.96833.6834.8021.04N2723+75813.09813.8434.04PVC SDR 35/2630.00%5.019.024.0829.04833.0834.6020.76NMANHOLE:26MANHOLE:25 SLOPE:7.02% LENGTH:109.74LOW INVERT:803.30MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2810+10804.00804.7533.04PVC SDR 35/2630.00%0.0814.65818.2820.6015.85N2460+20804.70805.4557.04PVC SDR 35/2614.00%3.042.045.0816.43818.2820.7015.25N2800+70808.21808.9630.04PVC SDR 35/2622.00%0.0815.56818.8820.6011.64N2470+80808.91809.6658.04PVC SDR 35/262.08%5.043.048.0815.87819.5820.7011.04N2481+10811.00811.7554.04PVC SDR 35/2616.00%0.0820.39822.6825.2013.45NMANHOLE:25MANHOLE:24 SLOPE:7.00% LENGTH:108.61LOW INVERT:795.50MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2440+45798.65799.4058.04PVC SDR 35/2615.00%4.043.047.0812.10814.0816.2016.80N2451+09803.10803.8554.04PVC SDR 35/2614.00%0.0811.41815.1816.2012.35N
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 105N/AJRJR
SANITARY SEWER
COMPUTATIONS SANITARY LATERAL COMPUTATIONSMANHOLE:23MANHOLE:22 SLOPE:1.34% LENGTH:172.17LOW INVERT:789.20MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2360+45789.80790.5535.04PVC SDR 35/262.08%0.0791.28804.7797.406.85N2420+50789.87790.6264.04PVC SDR 35/262.08%10.041.051.0801.95805.8806.8016.18N2430+95790.47791.2265.04PVC SDR 35/262.08%11.042.053.0803.57806.9808.0016.78N2351+10790.67791.4237.04PVC SDR 35/262.08%3.014.017.0795.19806.5799.708.28N2341+62791.36792.1140.04PVC SDR 35/262.08%4.018.022.0796.95808.8801.609.49NMANHOLE:22MANHOLE:21 SLOPE:1.77% LENGTH:130.00LOW INVERT:786.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2370+95788.38789.1335.04PVC SDR 35/262.08%0.0789.86803.5795.706.57N2401+00788.47789.2260.04PVC SDR 35/262.08%10.037.047.0800.47804.0805.1015.88N2411+30789.00789.7556.04PVC SDR 35/262.08%10.033.043.0800.91804.0805.9016.15NMANHOLE:21MANHOLE:20 SLOPE:2.30% LENGTH:165.00LOW INVERT:782.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?2390+90784.77785.5233.04PVC SDR 35/262.08%0.0786.21800.4792.506.98N2381+54786.25787.0036.04PVC SDR 35/262.08%0.0787.75801.7794.107.10NMANHOLE:20MANHOLE:3 SLOPE:7.19% LENGTH:101.60LOW INVERT:775.19MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?850+41778.14778.8949.04PVC SDR 35/262.08%14.034.048.0793.91796.8798.3019.41N861+02782.50783.2547.04PVC SDR 35/262.08%9.032.041.0793.23795.9798.3015.05NMANHOLE:18MANHOLE:17 SLOPE:4.00% LENGTH:140.00LOW INVERT:878.00MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?240+11878.44879.1947.04PVC SDR 35/262.08%2.032.034.0882.17894.2887.107.91N1180+35879.40880.1534.04PVC SDR 35/262.08%2.019.021.0882.86894.8887.807.65N230+54880.16880.9147.04PVC SDR 35/262.08%3.032.035.0884.89895.5889.208.29N1190+85881.40882.1534.04PVC SDR 35/262.08%2.019.021.0884.86897.0890.107.95N221+00882.00882.7547.04PVC SDR 35/262.08%3.032.035.0886.73897.8891.108.35N1201+30883.20883.9534.04PVC SDR 35/262.08%2.019.021.0886.66898.7891.307.35N211+40883.60884.3550.04PVC SDR 35/262.08%0.0885.39898.8891.407.05NMANHOLE:17MANHOLE:16 SLOPE:3.97% LENGTH:100.73LOW INVERT:873.80MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?260+53875.90876.6549.04PVC SDR 35/262.08%0.0877.67890.0883.006.35N250+63876.30877.0552.04PVC SDR 35/262.08%2.038.040.0880.13891.0884.907.85N1170+75876.78877.5332.04PVC SDR 35/262.08%2.016.018.0880.19893.0885.608.07NMANHOLE:16MANHOLE:15 SLOPE:4.43% LENGTH:90.33LOW INVERT:869.60MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1160+25870.71871.4639.04PVC SDR 35/262.08%2.014.016.0874.27887.8880.108.64N280+30870.93871.6851.04PVC SDR 35/262.08%2.037.039.0874.74885.7879.307.62N270+78873.05873.8047.04PVC SDR 35/262.08%2.037.039.0876.78887.5881.207.40NMANHOLE:15MANHOLE:14 SLOPE:5.00% LENGTH:80.00LOW INVERT:865.40MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?310+27866.75867.5047.04PVC SDR 35/262.08%0.0868.48880.5873.906.40N300+35867.15867.9051.04PVC SDR 35/262.08%2.036.038.0870.96881.9875.707.80N1150+50867.90868.6536.04PVC SDR 35/262.08%0.0869.40881.6874.305.65N290+80869.40870.1548.04PVC SDR 35/262.08%0.0871.15883.8877.507.35NMANHOLE:14MANHOLE:13 SLOPE:8.21% LENGTH:395.81LOW INVERT:832.70MATERIAL:DIP CL 52LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1080+34835.49836.2435.04PVC SDR 35/262.08%10.019.029.0846.97858.4851.3015.06N380+44836.31837.0648.04PVC SDR 35/262.08%10.032.042.0848.06858.4852.5015.44N1090+84839.60840.3535.04PVC SDR 35/262.08%9.019.028.0850.08861.5854.5014.15N370+94840.42841.1748.04PVC SDR 35/262.08%9.033.042.0851.17861.7855.7014.53N1101+37843.95844.7035.04PVC SDR 35/262.08%8.018.026.0853.43864.7857.7013.00N361+56845.51846.2648.04PVC SDR 35/262.08%8.033.041.0855.26865.5859.7013.44N1111+84847.81848.5634.04PVC SDR 35/262.08%7.018.025.0856.27868.2860.9012.34N352+04849.45850.2048.04PVC SDR 35/262.08%7.033.040.0858.20869.0863.0012.80N1122+34851.91852.6634.04PVC SDR 35/262.08%6.018.024.0859.37871.0864.1011.44N342+54853.56854.3148.04PVC SDR 35/262.08%6.033.039.0861.30871.9866.1011.79N1132+84856.02856.7734.04PVC SDR 35/262.08%5.018.023.0862.48874.5867.2010.43N333+04857.66858.4148.04PVC SDR 35/262.08%5.033.038.0864.41875.0869.1010.69N1143+34860.12860.8734.04PVC SDR 35/262.08%4.018.022.0865.58877.0870.109.23N323+54861.77862.5248.04PVC SDR 35/262.08%3.033.036.0866.52877.7871.809.28NMANHOLE:13MANHOLE:12 SLOPE:1.34% LENGTH:396.00LOW INVERT:827.20MATERIAL:DIP CL 52LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?1020+35827.67828.4235.04PVC SDR 35/262.08%0.0829.15841.2834.506.08N460+40827.74828.4948.04PVC SDR 35/262.08%0.0829.48841.9835.006.51N1030+85828.34829.0935.04PVC SDR 35/262.08%0.0829.82842.6835.106.01N450+90828.40829.1548.04PVC SDR 35/262.08%0.0830.15842.6835.506.35N441+42829.10829.8548.04PVC SDR 35/262.08%0.0830.85843.3835.906.05N1041+66829.42830.1735.04PVC SDR 35/262.08%0.0830.90842.8835.705.53N431+90829.74830.4948.04PVC SDR 35/262.08%0.0831.49844.0836.806.31N422+40830.41831.1648.04PVC SDR 35/262.08%2.032.034.0834.16845.8839.708.54N1052+80830.95831.7035.04PVC SDR 35/262.08%4.019.023.0836.43848.8841.7010.00N412+93831.12831.8747.04PVC SDR 35/262.08%5.032.037.0837.85849.0842.9011.03N1063+30831.62832.3735.04PVC SDR 35/262.08%7.019.026.0840.09852.1844.8012.43N403+40831.75832.5047.04PVC SDR 35/262.08%8.032.040.0841.48851.8846.1013.60N1073+80832.29833.0435.04PVC SDR 35/262.08%9.019.028.0842.76855.0848.0014.96N393+90832.42833.1747.04PVC SDR 35/262.08%10.032.042.0844.15855.6849.3016.13NMANHOLE:12MANHOLE:11 SLOPE:2.58% LENGTH:380.00LOW INVERT:817.20MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?950+65818.88819.6334.04PVC SDR 35/262.08%2.018.020.0822.33834.6827.307.67N530+70819.01819.7648.04PVC SDR 35/262.08%3.033.036.0823.75835.0828.508.74N961+10820.04820.7934.04PVC SDR 35/262.08%3.018.021.0824.49837.1829.708.91N521+15820.17820.9248.04PVC SDR 35/262.08%4.033.037.0825.91836.5830.709.78N971+60821.33822.0834.04PVC SDR 35/262.08%4.018.022.0826.78838.8831.409.32N511+65821.46822.2148.04PVC SDR 35/262.08%4.033.037.0827.20838.5832.209.99N982+10822.62823.3734.04PVC SDR 35/262.08%3.018.021.0827.07839.6832.208.83N502+15822.74823.4948.04PVC SDR 35/262.08%3.033.036.0827.49839.5832.709.21N992+60823.91824.6634.04PVC SDR 35/262.08%2.018.020.0827.36840.1832.708.04N492+65824.03824.7848.04PVC SDR 35/262.08%2.033.035.0827.78839.9833.308.52N1003+17825.38826.1334.04PVC SDR 35/262.08%2.018.020.0828.83840.8833.407.27N483+23825.53826.2848.04PVC SDR 35/262.08%2.033.035.0829.28841.3833.907.62N1013+60826.48827.2334.04PVC SDR 35/262.08%0.0827.94841.4834.006.77N473+65826.61827.3648.04PVC SDR 35/262.08%0.0828.36841.5834.407.04NMANHOLE:11MANHOLE:10A SLOPE:7.89% LENGTH:270.00LOW INVERT:795.70MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?890+00795.70796.4537.04PVC SDR 35/262.08%0.0797.22809.3802.005.55N590+18797.12797.8748.04PVC SDR 35/262.08%0.0798.87809.5803.505.63N900+55800.04800.7936.04PVC SDR 35/262.08%0.0801.54813.1806.105.31N580+60800.43801.1848.04PVC SDR 35/262.08%0.0802.18812.3807.606.42N911+05803.98804.7335.04PVC SDR 35/262.08%0.0805.46817.1810.105.37N571+10804.38805.1348.04PVC SDR 35/262.08%0.0806.13816.3811.606.47N921+55807.93808.6835.04PVC SDR 35/262.08%0.0809.41821.0814.205.52N561+61808.40809.1548.04PVC SDR 35/262.08%0.0810.15820.5815.706.55N932+12812.42813.1735.04PVC SDR 35/262.08%0.0813.90825.7818.365.19N552+21813.13813.8848.04PVC SDR 35/262.08%0.0814.88823.0819.705.82N542+60816.21816.9648.04PVC SDR 35/262.08%0.0817.96828.0823.306.34N942+70817.00817.7538.04PVC SDR 35/262.08%0.0818.54830.9823.305.55N
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 106N/AJRJR
SANITARY SEWER
COMPUTATIONS SANITARY LATERAL COMPUTATIONSMANHOLE:10AMANHOLE:10 SLOPE:10.94% LENGTH:113.33LOW INVERT:783.10MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?610+28786.16786.9150.04PVC SDR 35/262.08%3.035.038.0790.95801.0795.908.99N880+55789.12789.8737.04PVC SDR 35/262.08%2.016.018.0792.64804.5797.007.13N600+78791.63792.3850.04PVC SDR 35/262.08%0.0793.42804.7799.607.22NMANHOLE:10MANHOLE:9 SLOPE:2.31% LENGTH:95.00LOW INVERT:780.71MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?630+45781.75782.5051.04PVC SDR 35/262.08%0.0783.56796.5789.106.60N870+80782.55783.3038.04PVC SDR 35/262.08%3.018.021.0787.09799.1791.508.20N620+84782.65783.4048.04PVC SDR 35/262.08%3.033.036.0787.39797.5792.208.80NMANHOLE:9MANHOLE:8 SLOPE:0.50% LENGTH:219.00LOW INVERT:779.42MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?710+52779.68780.4345.04PVC SDR 35/262.08%9.030.039.0790.37794.3795.7015.27N700+95779.89780.6445.04PVC SDR 35/262.08%8.030.038.0789.58793.4794.5013.86N691+52780.18780.9346.04PVC SDR 35/262.08%8.031.039.0789.89792.9794.5013.57NMANHOLE:8MANHOLE:7 SLOPE:0.50% LENGTH:195.00LOW INVERT:778.24MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?750+40778.44779.1946.04PVC SDR 35/262.08%6.031.037.0786.15789.8791.3012.11N740+75778.62779.3745.04PVC SDR 35/262.08%8.030.038.0788.31791.7793.9014.53N1900+80778.64779.3936.04PVC SDR 35/262.08%0.0780.14789.2782.302.91Y731+40778.94779.6945.04PVC SDR 35/262.08%8.030.038.0788.63792.4793.9014.21N721+76779.12779.8746.04PVC SDR 35/262.08%10.031.041.0790.83793.9795.7015.83NMANHOLE:7MANHOLE:6 SLOPE:0.50% LENGTH:128.37LOW INVERT:777.40MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?780+11777.46778.2147.04DIP CL 522.08%7.034.041.0786.19789.4791.3013.09N770+55777.68778.4347.04PVC SDR 35/262.08%7.032.039.0786.41789.4791.3012.87N761+05777.93778.6847.04PVC SDR 35/262.08%7.032.039.0786.66789.6791.3012.62NMANHOLE:6MANHOLE:5 SLOPE:0.50% LENGTH:87.55LOW INVERT:776.76MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?790+50777.01777.7649.04PVC SDR 35/262.08%9.034.043.0787.78790.6792.5014.74NMANHOLE:5MANHOLE:4 SLOPE:0.50% LENGTH:154.00LOW INVERT:775.79MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?830+10775.84776.5947.04PVC SDR 35/262.08%14.032.046.0791.57794.5796.1019.51N820+45776.02776.7747.04PVC SDR 35/262.08%12.032.044.0789.75793.2794.4017.63N811+10776.34777.0947.04PVC SDR 35/262.08%12.032.044.0790.07792.8794.4017.31N801+44776.51777.2647.04PVC SDR 35/262.08%9.032.041.0787.247913.0792.5015.24NMANHOLE:3MANHOLE:2 SLOPE:0.50% LENGTH:214.09LOW INVERT:773.92MATERIAL:PVC SDR 35/26LOT No.STATIONINVERTCROWN @LENGTH OFPIPEPIPESLOPE OFRISERSTATION @STATION @INVERT OFFINISHEDBASEMENTDIFF B.F.E. TOEJECTOR@ MAIN MAINLATERALDIAMETERMATERIALLATERALHEIGHTRISER BEGINNINGRISER ENDLATERALGRADEFLOOR ELEV.CROWN @ MAINPUMP REQD?841+67774.75775.8323.04PVC SDR 35/262.08%15.032.047.0791.31795.0796.1020.27N
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 107N/AJRJR
SANITARY SEWER
DETAILS
108N/ADHDH
& DETAILS
EROSION & SEDIMENT
CONTROL NARRATIVEDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District EROSION CONTROL NARRATIVEEROSION AND SEDIMENT CONTROL CHECKLISTSTANDARD NOTESMINIMUM STANDARDSEROSION & SEDIMENT CONTROLMANAGEMENT STRATEGIES (PHASE II)MAINTENANCEMANAGEMENT STRATEGIES (PHASE I)VEGETATIVE PRACTICESEXISTING SITE CONDITIONSSOILSSTRUCTURAL PRACTICESEROSION CONTROL MEASURESPROJECT DESCRIPTIONADJACENT AREASCRITICAL EROSION AREASSTORMWATER MANAGEMENT/BMPE&S CALCULATIONSOFFSITE AREAS2222222222
ELEVATIONSSEDIMENT BASIN SCHEMATICDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 109N/ADHDHAND SOIL MAP
EROSION & SEDIMENT
CONTROL COMPUTATIONSDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District SEDIMENT BASIN #1SOILS MAPSCALE 1"= 1000'SOILS DATASEDIMENT TRAP DESIGN SCHEDULE TABLE 3.31-CTEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATESSPECIESSEEDING RATEPLANTCHARACTERISTICSACRE1000 FT23/1TO4/305/1TO8/158/15TO11/12/15TO4/305/1TO9/19/1TO11/15NORTHaSOUTHb100-YEAR WSEL COMPUTATIONS
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 110N/ADHDHEROSION & SEDIMENT
CONTROL COMPUTATIONSDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District SEDIMENT BASIN #2
8108108008008008008008008007902222222222222222222222222222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222222222 2 2 2 2 2 2 2 2 2 2 2 2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2 2 2 2
TO TEMP.CULVERT #1D.A.=7.65 AC.TO ST-1D.A.=1.75 AC.2222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222C2-OFFC2C6B6A6A3B3C3-OFFC3FREDERICK COUNTYCITY OF WINCHESTEREX. CEDAR CREEK GRADE (RTE. 622)Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 114
1111"=50'DHDHCONTROL PLAN
PHASE I
EROSION & SEDIMENT THIS SHEET IS FOR PHASE I EROSIONAND SEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 112
8108108108102 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
22222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 22222222222222222222 222222222222222222222222222222222222222222222222222222222222222222222222222Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 115THIS SHEET IS FOR PHASE I EROSIONAND SEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 113MATCHLINE - SEE SHEET 111MATCHLINE - SEE SHEET 113
1121"=50'DHDHCONTROL PLAN
PHASE I
EROSION & SEDIMENT
2 2 2
2 22222222222222222 22222222222222222222222222222222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222222222222222222222222222222222222222222222222222222222222222222222222222222222222222A3-OFFB3-OFF222222222222222222222222222222222222222222Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE I EROSIONAND SEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 112MATCHLINE - SEE SHEET 115
MATCHLINE - SEE SHEET 112
1131"=50'DHDHCONTROL PLAN
PHASE I
EROSION & SEDIMENT
22222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2222222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2222222222222222222222222222222222222222222222222222222222222222222222222222222A5B5Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE I EROSIONAND SEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 115MATCHLINE - SEE SHEET 111
MATCHLINE - SEE SHEET 116
1141"=50'DHDHCONTROL PLAN
PHASE I
EROSION & SEDIMENT
222 2 2 2 2 2 2 2 2 2 22222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222
2
2
2
2
2
2
2
2
2
2
2
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2
2
2
2
22222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222TO SB-2D.A.=21.20 AC.B4A4A2-OFFB2-OFFB2A2Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE I EROSIONAND SEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 114MATCHLINE - SEE SHEET 117
MATCHLINE - SEE SHEET 112
1151"=50'DHDHCONTROL PLAN
PHASE I
EROSION & SEDIMENT
222222222222222222222222222222222222222222222222222222222222222222222222222222222222222 2 2 2 2 2 2 2 22222222222222222222222222222222222222 2 2 2 22222222222222222222222222222222222222222222B7A7C1-OFF WC1EX. CINDERMILL LN.2222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE I EROSIONAND SEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 118 MATCHLINE - SEE SHEET 117MATCHLINE - SEE SHEET 114
1161"=50'DHDHCONTROL PLAN
PHASE I
EROSION & SEDIMENT
222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222TO SB-1D.A.=79.50 AC.B1-OFF WA1-OFF WB1A12 2 2 2 2 2 2 2 2 2 2 2 2
2
2
2
2
2
2
2
222222222222222
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE I EROSIONAND SEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 116MATCHLINE - SEE SHEET 118
MATCHLINE - SEE SHEET 115
1171"=50'DHDHCONTROL PLAN
PHASE I
EROSION & SEDIMENT MATCHLINE - SEE SHEET 118A
222222222222222222222222222222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2
2
2
2
2
2
2
2
2
2
2
2
2 2 2 2 2 2 2 2 2 2 2 2 2
C7
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE I EROSIONAND SEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 116MATCHLINE - SEE SHEET 1171181"=50'DHDHCONTROL PLAN
PHASE I
EROSION & SEDIMENT
2222222222222222222222222222222222222B1-OFF WA1-OFF W22222222222222222222222222222222222222222222222222222 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2222222222222222222222222222222222222222222222222222222222222222MERRIMANS LN (RTE. 621)HOMER DRDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE I EROSIONAND SEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 117MATCHLINE - SEE THIS SHEET
118A1"=50'DHDHCONTROL PLAN
PHASE I
EROSION & SEDIMENT
MATCHLINE - SEE THIS SHEET
EX
.
HOMESPUN
LN
.EX.
STONER
IDGE
RD
.EX. CEDAR CREEK GRADEEX. CEDAR CREEK GRADE (RTE. 622)EX. CEDAR CREEK GRADE (RTE. 622)TO STR. C2D.A.=25.0 ACC=0.30Tc=15 min.i10=5.1 in/hrQ10=38.3 cfsTO STR. A1D.A.=49.8 ACC=0.30Tc=20 min.i10=4.45 in/hrQ10=66.5 cfsTO STR. B2D.A.=25.8 ACC=0.30Tc=15 min.i10=5.1 in/hrQ10=39.5 cfsTO STR. 407D.A.=0.17 ACC=0.40TO STR. 605D.A.=0.35 ACC=0.40TO STR. 606D.A.=0.50 ACC=0.65TO STR. 603D.A.=0.41 ACC=0.40TO STR. 404D.A.=4.34 ACC=0.40TO STR. 601D.A.=0.15 AC.C=0.78TO STR. 604D.A.=0.20 AC.C=0.78TO STR. 602D.A.=0.25 ACC=0.68AREA TO GUTTERD.A.=0.16 AC.C=0.40EX. CEDAR CREEK GRADE (RTE. 622)FREDERICK COUNTYCITY OF WINCHESTERTO STR. 701D.A.=0.15 AC.C=0.90TO STR. 706D.A.=0.14 AC.C=0.90TO STR. 408D.A.=0.32 ACC=0.40TO STR. 409D.A.=0.13 AC.C=0.78TO STR. 410D.A.=0.08 AC.C=0.85TO STR. 401D.A.=0.41 AC.C=0.75TO STR. 402D.A.=0.21 AC.C=0.78810810800800800800800800800790Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1191"=50'DHDHCONTROL PLAN
PHASE II
EROSION & SEDIMENTTHIS SHEET IS FOR PHASE II EROSION ANDSEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 122 MATCHLINE - SEE SHEET 120
810810810810Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE II EROSION ANDSEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 123 MATCHLINE - SEE SHEET 121MATCHLINE - SEE SHEET 121
1201"=50'DHDHCONTROL PLAN
PHASE II
EROSION & SEDIMENT
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE II EROSION ANDSEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 120MATCHLINE - SEE SHEET 123
MATCHLINE - SEE SHEET 120
1211"=50'DHDHCONTROL PLAN
PHASE II
EROSION & SEDIMENT
1 2 3 4 5
1
2
7
128129130131132133134135136
1
5
41531
5
2151150149148147146145144143142141140139138299298297296263295294293292291274290289275277278288
287286285284283282281280245246247248249250251252253254255256257258259260261262137300276279265266267268269270271272273264TO STR. 105D.A.=0.20 AC.C=0.80TO STR. 104D.A.=0.21 AC.C=0.80TO STR. 102AD.A.=0.19 AC.C=0.80TO STR. 115D.A.=0.08 AC.C=0.75TO STR. 116AD.A.=0.51 ACC=0.72TO STR. 116D.A.=0.38 ACC=0.75TO STR. 117D.A.=0.31 ACC=0.72TO STR. 117AD.A.=0.26 ACC=0.75TO STR. 103D.A.=0.12 ACC=0.65TO STR. 113D.A.=0.40 ACC=0.75TO STR. 112AD.A.=0.36 ACC=0.76TO STR. 96D.A.=0.43 ACC=0.80TO STR. 96AD.A.=0.43 ACC=0.78TO STR. 95AD.A.=0.37 ACC=0.73TO STR. 95D.A.=0.27 ACC=0.75TO STR. 93D.A.=0.28 ACC=0.74TO STR. 94D.A.=0.53 ACC=0.73TO STR. 98D.A.=0.32 ACC=0.72TO STR. 115AD.A.=0.31 AC.C=0.55TO STR. 88D.A.=0.44 ACC=0.74TO STR. 91D.A.=0.80 ACC=0.75TO STR. 91AD.A.=0.93 ACC=0.75TO STR. 202AD.A.=4.04 ACC=0.40TO STR. 114D.A.=0.48 ACC=0.50TO STR. 90D.A.=0.88 ACC=0.50TO STR. 90 CD.A.=0.97 ACC=0.55 TO STR. 115BD.A.=1.13 ACC=0.55TO STR. 90 BD.A.=0.98 ACC=0.55TO STR. 90AD.A.=0.71 ACC=0.55TO STR. 101D.A.=0.44 AC.C=0.75TO STR. 85D.A.=1.70 ACC=0.50TO STR. 112D.A.=0.12 AC.C=0.85TO STR. 112BD.A.=1.30 ACC=0.60TO STR. 101BD.A.=0.60 ACC=0.70TO STR. 102D.A.=0.07 AC.C=0.80TO STR. 101AD.A.=0.21 AC.C=0.80TO STR. 302D.A.=0.73 ACC=0.30TO STR. 303D.A.=0.18 AC.C=0.78TO STR. 99CD.A.=0.61 ACC=0.55TO STR. 99ED.A.=2.45 ACC=0.40TO STR. 99BD.A.=0.68 ACC=0.55TO STR. 99AD.A.=1.52 ACC=0.45TO STR. 304D.A.=0.18 AC.C=0.78TO STR. 401D.A.=0.41 AC.C=0.75TO STR. 111CD.A.=0.23 AC.C=0.30TO STR. 111DD.A.=0.10 AC.C=0.90TO STR. 111AD.A.=0.05 AC.C=0.90TO STR. 111BD.A.=0.13 ACC=0.85TO STR. 111D.A.=0.13 AC.C=0.60TO STR. 89AD.A.=0.10 AC.C=0.75Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE II EROSION ANDSEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 123MATCHLINE - SEE SHEET 119
MATCHLINE - SEE SHEET 124
1221"=50'DHDHCONTROL PLAN
PHASE II
EROSION & SEDIMENT
6 7 891011121314151
6
17
18
19
20
21
22
23
24
25
2
6
2
7
28293031323334351091101111121131141151
1
6
117
118
119
120
121
122
123
124
125
12
6
1
2
7
17016916816716616
5
16416316216115
7
1
5
6
1
5
5 TO STR. 109D.A.=0.26 AC.C=0.77TO STR. 110D.A.=0.20 AC.C=0.80TO STR. 108AD.A.=0.20 AC.C=0.74TO STR. 108D.A.=0.09 AC.C=0.74TO STR. 106D.A.=0.19 AC.C=0.85TO STR. 107D.A.=0.10 AC.C=0.70TO STR. 105AD.A.=0.22 AC.C=0.80TO STR. 104AD.A.=0.20 AC.C=0.80TO STR. 103AD.A.=0.19 AC.C=0.80TO STR. 26D.A.=0.28 ACC=0.75TO STR. 25AD.A.=0.17 ACC=0.75TO STR. 25D.A.=0.40ACC=0.75TO STR. 23AD.A.=0.41 ACC=0.75TO STR. 23D.A.=0.26 ACC=0.60TO STR. 27D.A.=0.36 AC.C=0.80TO STR. 22D.A.=0.36 AC.C=0.80TO STR. 69D.A.=0.36 ACC=0.74TO STR. 69AD.A.=0.46 ACC=0.75TO STR. 203AD.A.=13.60 ACC=0.40TO STR. 204D.A.=0.72 ACC=0.55TO STR. 205D.A.=0.62 ACC=0.55TO STR. 107AD.A.=0.08 ACC=0.40TO STR. 203D.A.=0.25 AC.C=0.55TO STR. 30D.A.=1.40 ACC=0.50TO STR. 29D.A.=0.20 ACC=0.50TO STR. 28D.A.=0.55 ACC=0.55TO STR. 66ED.A.=1.21 ACC=0.42TO STR. 66DD.A.=0.64 ACC=0.50TO STR. 66CD.A.=0.34 ACC=0.65TO STR. 99DD.A.=0.52 ACC=0.45TO STR. 69CD.A.=0.77 ACC=0.45TO STR. 69BD.A.=0.10 ACC=0.40TO STR. 99D.A.=0.74 ACC=0.45Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE II EROSION ANDSEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 122MATCHLINE - SEE SHEET 125
MATCHLINE - SEE SHEET 120
1231"=50'DHDHCONTROL PLAN
PHASE II
EROSION & SEDIMENT
EX. CIDERMILL LN.67686
9
7
0
7
1
7
2
7
3
7
4
7
5
7
677787
9
8
0
8
1
8
2
8
3
8
4
8
5
8
6
87190189188242241231230 229232233234235236237238219220221222223224225226227 228
191192193218217216194215214195196213197198212199211200210209208207205243244240239TO STR.12D.A.=0.37 ACC=0.75TO STR. 11D.A.=0.13 AC.C=0.79TO STR. 42D.A.=0.25 AC.C=0.74TO STR. 41D.A.=0.18 AC.C=0.76TO STR.15AD.A.=0.22 ACC=0.70TO STR. 60D.A.=0.21AC.C=0.78TO STR. 58D.A.=0.45 AC.C=0.78TO STR. 59D.A.=0.36 AC.C=0.78TO STR. 70D.A.=0.05 AC.C=0.79TO STR. 77AD.A.=0.35 AC.C=0.78TO STR. 77D.A.=0.35 AC.C=0.78TO STR. 76D.A.=0.22 AC.C=0.78TO STR. 76AD.A.=0.25 AC.C=0.78TO STR. 75D.A.=0.34 AC.C=0.78TO STR. 74D.A.=0.35 AC.C=0.78TO STR. 52D.A.=0.20 AC.C=0.76TO STR. 97D.A.=0.27 ACC=0.73TO STR. 87D.A.=0.35 ACC=0.74TO STR. 86D.A.=0.33 ACC=0.74TO STR. 82D.A.=0.44 ACC=0.74TO STR. 81D.A.=0.24 ACC=0.73TO STR. 79D.A.=0.15 AC.C=0.75TO STR. 78D.A.=0.08 AC.C=0.78TO STR. 78AD.A.=0.30 ACC=0.72TO STR. 53AD.A.=0.50 ACC=0.73TO STR. 51D.A.=0.68 ACC=0.73TO STR. 57D.A.=0.94 ACC=0.60TO STR. 56D.A.=1.00 ACC=0.62TO STR. 55D.A.=0.66 ACC=0.62TO STR. 54D.A.=0.96 ACC=0.55TO STR. 43D.A.=0.36 ACC=0.40TO STR. 80BD.A.=0.93 ACC=0.62TO STR. 80D.A.=1.42 ACC=0.50TO STR. 80AD.A.=0.87 ACC=0.50TO STR. 82AD.A.=0.86 ACC=0.45TO STR. 71D.A.=1.54 ACC=0.50TO STR. 84D.A.=1.55 ACC=0.50TO STR. 501D.A.=3.61 ACC=0.55TO STR. 89D.A.=0.20 AC.C=0.75TO STR. 70AD.A.=0.05 AC.C=0.79TO STR. 89AD.A.=0.10 AC.C=0.75Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE II EROSION ANDSEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 126 MATCHLINE - SEE SHEET 125MATCHLINE - SEE SHEET 122
1241"=50'DHDHCONTROL PLAN
PHASE II
EROSION & SEDIMENT
3637383940414243444548495051525354555657585960616263646566888990919293949596979899100101102103104105106107108109187186185184183182181180179178177176175174173172171160159158201202203207204206 4647TO STR. 21AD.A.=0.33 AC.C=0.80TO STR. 21D.A.=0.32 AC.C=0.80TO STR. 20AD.A.=0.23 ACC=0.80TO STR. 20D.A.=0.10 AC.C=0.70TO STR.19AD.A.=0.35 ACC=0.80TO STR.19D.A.=0.36 ACC=0.80TO STR.18AD.A.=0.37 ACC=0.80TO STR.18D.A.=0.40 ACC=0.78TO STR. 17D.A.=0.15 AC.C=0.75TO STR. 17AD.A.=0.14 AC.C=0.75TO STR. 16AD.A.=0.27 AC.C=0.80TO STR. 16D.A.=0.27 AC.C=0.80TO STR. 14D.A.=0.16 AC.C=0.75TO STR. 13D.A.=0.26 AC.C=0.80TO STR.15D.A.=0.25 ACC=0.65TO STR. 63D.A.=0.29 AC.C=0.75TO STR. 62D.A.=0.14 AC.C=0.78TO STR. 61AD.A.=0.26 AC.C=0.78TO STR. 61D.A.=0.28 AC.C=0.78TO STR. 60AD.A.=0.26 AC.C=0.78TO STR. 98BD.A.=0.27 ACC=0.73TO STR. 98AD.A.=0.28 ACC=0.72TO STR. 66AD.A.=0.17 ACC=0.65TO STR. 65D.A.=0.12 AC.C=0.79TO STR. 67D.A.=0.35 AC.C=0.75TO STR. 68D.A.=0.19 AC.C=0.75TO STR. 18CD.A.=1.40 ACC=0.55TO STR. 18BD.A.=0.78 ACC=0.55TO STR. 46D.A.=12.70 ACC=0.40TO STR. 44D.A.=0.50 ACC=0.50TO STR. 72D.A.=2.70 ACC=0.55TO STR. 45AD.A.=2.30 ACC=0.50TO STR. 66FD.A.=0.50 ACC=0.65TO STR. 66D.A.=0.06 AC.C=0.65TO STR. 66BD.A.=0.38 ACC=0.65Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE II EROSION ANDSEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 124MATCHLINE - SEE SHEET 126
MATCHLINE - SEE SHEET 123
1251"=50'DHDHCONTROL PLAN
PHASE II
EROSION & SEDIMENT MATCHLINE - SEE SHEET 126A
TO STR. 44D.A.=0.50 ACC=0.50
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE II EROSION ANDSEDIMENT CONTROL ONLY!!MATCHLINE - SEE SHEET 124MATCHLINE - SEE SHEET 1251261"=50'DHDHCONTROL PLAN
PHASE II
EROSION & SEDIMENT
EX. HOMER DR.EX. MERRIMANS L
N
.
(
R
T
E
.
6
2
1
)MERRIMANS LN (RTE. 621)HOMER DRDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR PHASE II EROSION ANDSEDIMENT CONTROL ONLY!!126A1"=50'DHDHCONTROL PLAN
PHASE II
EROSION & SEDIMENT
MATCHLINE - SEE SHEET 117MATCHLINE - SEE THIS SHEET
MATCHLINE - SEE THIS SHEET
MATCHLINE - SEE SHEET 125MATCHLINE - SEE THIS SHEET
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 127N/ADHDHPOLLUTION PREVENTION
PLANtop of bermSTAPLE DETAILBCASECTION ASECTION CSECTION BSEE SHEETS XX-XXN/AN/AN/AN/ASPR 2015-XXXXXXX/XX/2016
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 128N/AEHEH
SWM AND BMP NARRATIVE AND NOTES WATER QUALITY (BMP) NARRATIVEBMP TREATMENTTHE PROJECT REQUIRES 65.94 LBS OF PHOSPHOROUS REDUCTION BASED ON THE NEW DEVELOPMENTVRRM SPREADSHEET - SEE SHEET 130. STORMWATER MANAGEMENT AND WATER QUALITY TREATMENTWILL BE PROVIDED FOR THE PROJECT BY ONE LEVEL 1 WET POND AND ONE LEVEL 2 WET POND. THEFACILITIES PROVIDE 68.16 LBS OF PHOSPHOROUS REMOVAL, 2.23 LBS MORE THAN IS REQUIRED-FACILITY 1 WILL BE A LEVEL 2 WET POND, WHICH WILL PROVIDE BMP TREATMENT ANDSTORMWATER RUNOFF DETENTION. 86% OF THE TREATMENT VOLUME REQUIRED FOR THISPOND IS PROVIDED BY THE PERMANENT POOL. THE REMAINING 14% UTILIZES 0.35 FT OFEXTENDED DETENTION ABOVE THE PERMANENT POOL.-FACILITY 2 WILL BE A LEVEL 1 WET POND, WHICH WILL PROVIDE BMP TREATMENT ANDSTORMWATER RUNOFF DETENTION.TABLE 1. SUMMARY OF PHOSPHORUS REMOVAL BY SWM/BMP FACILITYSTORMWATER MANAGEMENT AND OUTFALL NARRATIVEPROJECT DESCRIPTIONWILLOW RUN IS LOCATED ADJACENT TO CEDAR CREEK GRADE IN FREDERICK COUNTY, VA. THEPROJECT AREA IS APPROXIMATELY 120 ACRES IN SIZE. THE PROJECT CONSISTS OF A HOUSINGDEVELOPMENT WITH 300 HOUSING UNITS, A COMBINATION OF SINGLE-FAMILY AND DUPLEXES. THEEXISTING CONDITIONS ONSITE INCLUDE FORESTED AREAS, OPEN FIELDS AND WETLANDS. THE SITEDRAINS TO SEVERAL OUTFALL POINTS.PONDPACK HYDOLOGIC MODELS WERE CREATED TO MODEL EACH DRAINAGE AREA USING TR-55PRINCIPLES AND ANY ASSOCIATED RESERVOIR ROUTING. Tc AND CN COMPS, AND DRAINAGE AREAMAPS ARE INCLUDED ON SHEETS 131 TO 137.STORMWATER DETENTION FOR THE PROJECT IS PROVIDED BY ONE (1) LEVEL 1 WET POND AND ONE (1)LEVEL 2 WET PONDSTORMWATER MANAGEMENTTHE EXISTING SITE HAS SEVEN DRAINAGE AREAS AND ASSOCIATED OUTFALL POINTS IN THEPRE-DEVELOPMENT CONDITION - LABELED OUTFALL #1, OUTFALL #2, OUTFALL #3, OUTFALL #4,OUTFALL #5, OUTFALL #6, AND OUTFALL #7. SEE SHEET 131 FOR DRAINAGE AREAS AND OUTFALL POINTLOCATIONS.THE PROPOSED SITE HAS SEVEN DRAINAGE AREAS AND ASSOCIATED OUTFALL POINTS IN THEPOST-DEVELOPMENT CONDITION - LABELED OUTFALL #1, OUTFALL #2, OUTFALL #3, OUTFALL #4,OUTFALL #5, OUTFALL #6, AND OUTFALL #7. SEE SHEET 134 FOR DRAINAGE AREAS AND OUTFALL POINTLOCATIONS.EACH POST-DEVELOPED OUTFALL POINT WAS REVIEWED TO DETERMINE WHETHER A 1-YR ENERGYBALANCE ANALYSIS WAS REQUIRED. ADDITIONALLY, EACH POST-DEVELOPED OUTFALL POINT WASANALYZED FOR THE 2-YR AND 10-YR STORM EVENTS TO ENSURE THAT THE POST DEVELOPMENT FLOWSDID NOT EXCEED THE PRE-DEVELOPMENT FLOWS.OUTFALL #1PRE-DEVELOPMENT OUTFALL #1 OUTFALLS TO THE EXISTING WETLANDS ONSITE IN THE NORTHERNPORTION OF THE SITE. POST-DEVELOPMENT, RUNOFF IS DETAINED BY A LEVEL 2 WET POND BEFOREDISCHARGING INTO THE ONSITE FLOODPLAIN AND WETLANDS. THE TOTAL FLOW FOR DA1 INCLUDESTHE OUTFALL FROM THE LEVEL 2 WET POND AND SOME UNCONTROLLED ONSITE RUNOFF.THE COMBINED POST-DEVELOPMENT OUTFLOW FOR DA1 (CONTROLLED AND UNCONTROLLED) MEETSTHE ENERGY BALANCE AND THE 2-YR AND 10-YR ALLOWABLE RELEASE RATES.OUTFALL #2PRE-DEVELOPMENT OUTFALL #2 OUTFALLS TO THE SOUTHERN EDGE OF THE SITE, AND FLOWS UNDERA SMALL ACCESS ROAD CULVERT BEFORE LEAVING THE SITE. POST-DEVELOPMENT, RUNOFF ISDETAINED BY A LEVEL 1 WET POND BEFORE DISCHARGING THROUGH THE ACCESS ROAD CULVERT ANDLEAVING THE SITE. THE TOTAL FLOW FOR DA2 INCLUDES THE OUTFALL FROM THE LEVEL 1 WET PONDAND SOME UNCONTROLLED ONSITE RUNOFF.THE COMBINED POST-DEVELOPMENT OUTFLOW FOR DA2 (CONTROLLED AND UNCONTROLLED) MEETSTHE 2-YR AND 10-YR ALLOWABLE RELEASE RATES. THE ENERGY BALANCE RELEASE RATE IS EXCEEDEDFOR THE 1 YEAR STORM EVENT BY 0.82 CFS. THIS IS A DIRECT RESULT OF THE UNCONTROLLED PORTIONOF THE DRAINAGE AREA. THIS EXCESS FLOW DISCHARGES AS SHEET FLOW (NOT CONCENTRATED) ANDIS DEEMED TO BE NON-EROSIVE.OUTFALL #3OUTFALL #3 EXITS THE PROPERTY AS SHEET FLOW IN BOTH THE PRE-DEVELOPMENT AND POSTDEVELOPMENT CONDITIONS. THE SHEET FLOW FLOWS OVERLAND AND EVENTUALLY DISCHARGES INTOAN EXISTING CULVERT UNDER CEDAR CREEK GRADE. FOUR CROSS SECTIONS A, B, C AND D HAVE BEENPROVIDED TO ANALYZE THE DITCH LOCATED DOWNSTREAM FROM THE EXISTING CULVERT. THEANALYSIS SHOWS THAT THE EXISTING DITCH IS OVERTOPPING IN SOME AREAS, SEE CROSS SEC D ONTHIS SHEET. HENCE, MINOR IMPROVEMENTS HAVE BEEN PROPOSED FOR AN APPROXIMATE 140 LF OFTHE EXISTING DITCH TO ACCOMMODATE THE MINOR INCREASE IN THE FLOW, SEE THIS SHEET.PER THE CODE OF VIRGINIA, SECTION 9VAC25-870-66 D, THE PROPOSED FLOW HAS BEEN ANALYZEDAND IT WAS DETERMINED THAT IT IS NON-EROSIVE AND THE PROPOSED RECEIVING DITCH IS NOTOVERTOPPING.OUTFALL #4OUTFALL #4 EXITS THE PROPERTY NEAR THE SOUTHWEST CORNER AS SHEET FLOW IN BOTH THEPRE-DEVELOPMENT AND POST DEVELOPMENT CONDITIONS. THE SHEET FLOW FLOWS OVERLAND ANDEVENTUALLY DISCHARGES INTO ABRAMS CREEK.PER THE CODE OF VIRGINIA, SECTION 9VAC25-870-66 D, THE SHEET FLOW FOR THE 2 YEAR EVENT HASSLIGHTLY INCREASED FOR THE POST-DEVELOPMENT CONDITIONS. THE SHEET FLOW FOR THE 10 YEAREVENT HAS DECREASED. THE SHEET FLOW HAS BEEN ANALYZED AND IT WAS DETERMINED THAT IT ISNON-EROSIVE AND THAT THE RECEIVING AREA IS IN GOOD CONDITION.OUTFALL #5OUTFALL #5 EXITS THE PROPERTY AS SHEET FLOW ALONG THE EASTERN EDGE OF THE SITE IN BOTHTHE PRE-DEVELOPMENT AND POST DEVELOPMENT CONDITIONS. THE SHEET FLOW FLOWS OVERLANDAND IS EVENTUALLY DETAINED BY THE ADJACENT SUBDEVELOPMENT'S STORMWATER FACILITIES.PER THE CODE OF VIRGINIA, SECTION 9VAC25-870-66 D, THE SHEET FLOW FOR THE 2 AND 10 YEAREVENTS HAS DECREASED FOR THE POST-DEVELOPMENT CONDITIONS. THE SHEET FLOW HAS BEENANALYZED AND IT WAS DETERMINED THAT IT IS NON-EROSIVE AND THAT THE RECEIVING AREA IS INGOOD CONDITION.OUTFALL #6OUTFALL #6 EXITS THE PROPERTY AS SHEET FLOW NEAR THE SOUTHEASTERN CORNER OF THE SITE INBOTH THE PRE-DEVELOPMENT AND POST DEVELOPMENT CONDITIONS. THE SHEET FLOW RUNSPARALLEL TO CEDAR CREEK GRADE ALONG THE CURB AND GUTTER THEN DISCHARGING INTO ANEXISTING CURB INLET.PER THE CODE OF VIRGINIA, SECTION 9VAC25-870-66 D, THE SHEET FLOW FOR THE 10 YEAR EVENT HASSLIGHTLY INCREASED FOR THE POST-DEVELOPMENT CONDITIONS. THE SHEET FLOW FOR THE 2 YEAREVENT HAS DECREASED. THE SHEET FLOW HAS BEEN ANALYZED AND IT WAS DETERMINED THAT IT ISNON-EROSIVE AND THAT THE RECEIVING AREA IS IN GOOD CONDITION.OUTFALL #7OUTFALL #7 EXITS THE PROPERTY AS SHEET FLOW IN BOTH THE PRE-DEVELOPMENT AND POSTDEVELOPMENT CONDITIONS. THE RUNOFF FLOWS OVERLAND TO THE EXISTING WETLANDS AND THEFLOODPLAIN, LOCATED IN THE NORTHERN PORTION OF THE SITE AND THEN PROCEEDS TO FLOWOFFSITE INTO ABRAMS CREEK .PER THE CODE OF VIRGINIA, SECTION 9VAC25-870-66 D, THE SHEET FLOW FOR THE 2 AND 10 YEAREVENTS HAS DECREASED FOR THE POST-DEVELOPMENT CONDITIONS. THE SHEET FLOW HAS BEENANALYZED AND IT WAS DETERMINED THAT IT IS NON-EROSIVE AND THAT THE RECEIVING AREA IS INGOOD CONDITION.MAINTENANCE STATEMENTTHE LEVEL 1 AND LEVEL 2 WET PONDS WILL BE PRIVATELY MAINTAINED.WATER BALANCETHE DEPTH OF THE MAIN POOL (72") IS SUFFICIENT TO WITHSTAND A 30-DAY SUMMER DROUGHT PEREQUATION 14.1-VA DCR STORMWATER DESIGN SPECIFICATION NO. 14 - WET POND.DP > ET + INF + RES - MB72" > 8" + 7.2" + 24" - 0"WET POND MAINTENANCE PLAN1.MOWING. ALL GRASSES SHOULD BE MOWED AT LEAST TWICE EACH YEAR. GRASSES SUCH AS TALLFESCUE SHOULD BE MOWED IN EARLY SUMMER AFTER EMERGENCY OF THE HEADS ON COOLSEASON GRASSES. THEY SHOULD BE MOWED AGAIN IN THE EARLY FALL TO PREVENT SEEDS OFANNUAL WEEDS FROM MATURING. MOWING OF LEGUMES SUCH AS SERICEA LESPEDEZA ANDCROWN VETCH CAN BE LESS FREQUENT. TREES AND SHRUBS SHOULD NOT BE PERMITTED TOGROW ON THE DAM OR IN ANY PART OF THE EMERGENCY SPILLWAY.2.LIMING AND FERTILIZING. THE SOIL SHOULD BE SAMPLED ACCORDING TO RECOMMENDEDPROCEDURES AT LEAST ONCE EVERY 4 YEARS. THE SAMPLE SHOULD BE TESTED AT A QUALIFIEDSOIL TESTING LABORATORY (SUCH AS THE ONE AT VPI&SU). LIME AND FERTILIZER SHOULD BEAPPLIED IN ACCORDANCE WITH RECOMMENDATIONS BASED ON THE TESTS.3.REPLANTING AND OVERSEEDING. IF VEGETATION COVERS LESS THAN 40% OF THE SOIL SURFACE,LIME, FERTILIZE AND SEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS FOR NEWSEEDINGS. IF VEGETATION COVERS MOST THAN 40% BUT LESS THAN 70% OF THE SOIL SURFACE,LIME FERTILIZE AND OVERSEED IN ACCORDANCE WITH CURRENT RECOMMENDATIONS.4.REMOVING TRASH AND DEBRIS. TRASH, LITTER AND VEGETATION WILL BE REMOVED AS NEEDED TOPREVENT OBSTRUCTION TO THE FLOW OF WATER, TO PREVENT MOVEMENT OF TRASH AND LITTERTO DOWNSTREAM PROPERTIES, TO MAINTAIN THE INTEGRITY OF THE STRUCTURE, TO PROVIDE ANATTRACTIVE APPEARANCE AND TO MINIMIZE WATER POLLUTION.5.REMOVING SEDIMENT. SOIL MATERIALS (INCLUDING CLAY, SILT, SAND AND GRAVEL) WILL BEREMOVED FROM THE FOREBAY BEFORE 50% OF THE CAPACITY OF THE FOREBAY IS LOST IN ORDERTO ENSURE THAT THE POND WILL ADEQUATELY FUNCTION AS A BMP.6.SEDIMENT DISPOSAL. SEDIMENT DISPOSAL SHOULD BE IN ACCORDANCE WITH CURRENTPROCEDURES FOR DISPOSAL OF SEDIMENT. WHERE DETERMINED TO BE NECESSARY ORDESIRABLE, THE SEDIMENT WILL BE TESTED FOR APPROPRIATE POLLUTANTS BEFORE IT ISREMOVED FROM THE POND.7.REPAIRS. REPAIR SLIDES, SLUMPS AND ERODED AREAS PROMPTLY AND IN A WORKMANLIKEMANNER. TRASH RACKS, PIPES, ENDSECTIONS, ETC WILL BE MAINTAINED, REPAIRED AND/ORREPLACED AS NEEDED TO MAINTAIN THE INTEGRITY OF THE STRUCTURE. EXPOSED METALSURFACES WILL BE PAINTED TO MINIMIZE DAMAGE DUE TO RUST.8.MAINTENANCE INSPECTIONS. A REPRESENTATIVE OF THE OWNER(S) WILL INSPECT EACHSTORMWATER MANAGEMENT ANNUALLY. APPROPRIATE ACTION WILL BE TAKEN TO ENSUREAPPROPRIATE MAINTENANCE. ALL MAINTENANCE COSTS WILL BE BORNE BY THE OWNER(S).9.MAINTENANCE RECORDS. THE LANDOWNER, OR SOMEONE DESIGNATED BY THE LANDOWNER,SHALL KEEP WRITTEN RECORDS OF ALL INSPECTIONS, MAINTENANCE AND REPAIRS PERFORMED.COPIES OF THESE RECORDS SHALL BE PROVIDED TO THE COUNTY UPON REQUEST.10.THE POND SHALL NOT BE MODIFIED IN ANY WAY WITHOUT PRIOR APPROVAL BY FREDERICKCOUNTY.WET POND MAINTENANCE TASKSEUOUTFALL #3 CROSS SECTIONS10- YEAR FLOW
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13575 HEATHCOTE BLVD.
SUITE 130
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PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1291 IN = 200 FTEHEH
BMP MAP - PROPOSED CONDITIONS IMPERVIOUSMANAGED TURFFORESTED/OPEN SPACEBMP SUBAREA LEGEND:Feet0200400EUSITE BOUNDARYSITE BOUNDARYPOND 2POND
1
130N/AEHEH
VRRM COMPSDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1311 IN = 250 FTEHEH
DA MAP - EXISTING SWM COMPSLAND USE LEGEND:WOODEDGRASSFALLOWIMPERVIOUSWOODS-GRASS COMBINATIONWATEREUDA 1, OnsiteArea = 71.38 acCN = 62.4Tc = 0.311 hrsDA 1, Offsite WestArea = 11.35 acCN = 55.3Tc = 0.301hrsDA 2, OffsiteArea = 12.71 acCN = 58.5Tc = 0.320 hrsDA 2, OnsiteArea = 15.12 acCN = 63.9Tc = 0.245 hrsDA 3, OnsiteArea = 2.00 acCN = 56.4Tc = 0.232 hrsDA 4, OnsiteArea = 1.83 acCN = 55Tc = 0.178 hrsDA 5, OnsiteArea = 1.53 acCN = 78.4Tc = 0.126 hrsDA 6, OnsiteArea = 2.38 acCN = 56.9Tc = 0.249 hrsDA 7, OnsiteArea = 25.22 acCN = 69.2Tc = 0.265 hrsDA 1, Offsite EastArea = 0.66 acCN = 65.4Tc = 0.217 hrsDA 3 "B"Offsite, Uncontrolled( TO EX. CULVERT)Area = 47.91CN = 60.7Tc = 0.334 hrsOUTFALL 7C7B7A7OUTFA
L
L
1 C1-OFF WC1-OFF EC1B1-OFF WA1-OFF WB1A1B1-OFF EA1-OFF EB4A4A2-OFFB2-OFFB2A2A5B5OUTFALL 5OUTFALL 2C2-OFFC2OUTFALL 6C6B6A6A3B3C3-OFFC3OUTFALL 3A3-OFFB3-OFFOUTFALL 4AABBCCDDDA 3 "A"Offsite, Uncontrolled(TO CROSS SEC A-A)Area = 39.50CN = 61.0Tc = 0.486 hrsA3-OFFB3-OFFC3-OFFD3-OFFEX. CULVERT
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 132N/AEHEH
EXISTING SWM COMPS (CN)EU
133N/AEHEH
EXISTING SWM COMPS (TC)Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1341 IN = 250 FTEHEHDA MAP - PROPOSED CONDITIONSLAND USE LEGEND:WOODEDGRASSIMPERVIOUSWATERWOODS-GRASS COMBINATIONEUDA 1, Onsite, ControlledArea = 62.14 acCN = 78.1Tc = 0.250 hrsDA 1, Offsite East, ControlledArea = 0.66 acCN = 65.4Tc = 0.209 hrsDA 1, Offsite West, ControlledArea = 11.35 acCN = 55.3Tc = 0.366 hrsDA 1, Onsite, UnontrolledArea = 2.79 acCN = 66.6Tc = 0.290 hrsDA 2, Onsite, UncontrolledArea = 3.15 acCN = 68.7Tc = 0.395 hrsDA 2, Offsite, ControlledArea = 12.71 acCN = 58.5Tc = 0.300 hrsDA 2, Onsite, ControlledArea = 19.82 acCN = 74.2Tc = 0.145 hrsDA 3, Onsite, UncontrolledArea = 2.44 acCN = 75.5Tc = 0.172 hrsDA 3, "B"Offsite, Uncontrolled(TO EX. CULVERT)Area = 47.91CN = 60.7Tc = 0.334 hrsDA 4, Onsite, UncontrolledSheetflowArea = 0.90 acCN = 61Tc = 0.108 hrsDA 5, Onsite, UncontrolledArea = 1.50 acCN = 56.9Tc = 0.126 hrsDA 6, Onsite, UncontrolledArea = 1.85 acCN = 58.4Tc = 0.131 hrsDA 7, Onsite, UncontrolledArea = 24.27 acCN = 67.7Tc = 0.400 hrsA2-UOUTFALL 7C7C1-OFF WD1-OFF WD1D1-OFF EA7B7OUTFALL 1C1-UB1-UA1-UA1-OFF EB1-OFF EC1-OFF EA1-OFF WB1-OFF WC1B4A4B1A1A2B2C2A2-OFFB2-OFFC2-OFFD2-OFFB2-UA5B5OUTFALL 2C2-UOUTFALL 6C6B6A6A3B3C3-OFFC3A3-OFFB3-OFFD2OUTFALL 4SHEET FLOWOUTFALL 5SHEET FLOWAABBCCDDDA 3 "A"Offsite, Uncontrolled(TO CROSS SEC A-A)Area = 39.50CN = 61.0Tc = 0.486 hrsA3-OFFB3-OFFC3-OFFD3-OFFEX. CULVERTOUTFALL 3
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Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 135N/AEHEH
ENERGY BALANCE COMPS
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 136N/AEHEH
PROPOSED SWM COMPS (CN)EU
137N/AEHEH
PROPOSED SWM COMPS (TC)Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
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Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 138N/AEHEH
UNCONTROLLED STORMWATER
ROUTING RESULTS
EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
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13575 HEATHCOTE BLVD.
SUITE 130
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PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1391 IN = 30 FTXXEH
SWM POND 1 GRADING PLANFeet03060
EUSC
EN
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HYDRANGEA WAY686
9
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7
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7778798081828384
87190189191192193217216194SC
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HYDRANGEA WAY686
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87190189191192193217216194
1401 IN = 5 FTEHEH
POND 1 SPILLWAY PROFILE Feet0510Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 141VARIESXXEH
POND 1 DAM PROFILES
EUSTA=4+68.62
42" RCP Pipe
INV=776.05
142VARIESXXEH
POND 1 DAM PROFILESDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 143N/AEHEH
POND 1 DETAILS
EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 144N/AEHEH
POND 1 RISER DETAILS
EUTHIS SHEET IS FORINFORMATION ONLY!!INFORMATION SHOWN ON THIS SHEET IS FOR HYDRAULIC INFORMATION ONLY AND ISNOT TO BE USED FOR CONSTRUCTION, ONLY HYDRAULIC DIMENSIONS ARE SHOWN.FINAL DESIGN TO BE BY STRUCTURAL ENGINEER.
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13575 HEATHCOTE BLVD.
SUITE 130
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PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 145N/AXXEH
POND 1 ROUTING RESULTS
EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
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13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
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FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1461 IN = 20 FTEHEH
SWM POND 2 GRADING PLAN Feet02040EUHY
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Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1471 IN = 5 FTEHEH
POND 2 SPILLWAY PROFILE
EUFeet0510
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 148VARIESEHEH
POND 2 DAM PROFILES
EU
149VARIESEHEH
POND 2 DAM PROFILESDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
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13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 150N/AEHEH
POND 2 RISER DETAILS
EUTHIS SHEET IS FORINFORMATION ONLY!!INFORMATION SHOWN ON THIS SHEET IS FOR HYDRAULIC INFORMATION ONLY AND ISNOT TO BE USED FOR CONSTRUCTION, ONLY HYDRAULIC DIMENSIONS ARE SHOWN.FINAL DESIGN TO BE BY STRUCTURAL ENGINEER.
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FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 151N/AEHEH
POND 2 ROUTING RESULTS
EU
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
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FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 152N/AKMKM
LANDSCAPE
DETAILSDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
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FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District NOT TO SCALE2X BALL DIAMETERTYPICAL SHADE TREE PLANTING DETAILPREVAILING WINDGUYSTAKEOF TREEROOT BALLPLANTINGCENTERPLACE IN 1.0' LAYERS.LIGHTLY TAMP AND WATEREACH LAYER.MULCH 3.0 INCHES MIN.MULCH WITHIN 2.0 INCHESDEPTH, DO NOT PUTSPECIFIED BACKFILL.OF TRUNK.FINISHED GRADESHREDDED HARDWOODTOP VIEWNTSWIREPITTWINE, AND BUR-LAP FROM UPPER1/2 OF ROOTPLANTING HOLEBALLRUBBER HOSE SECURED W/NO. 123.0 INCH HIGHROOT COLLARHIGHER THAN PLANT TREE 4.0 INCHESPLACED ABOVE THENO SOIL SHALL BEGROWN IN NURSERY.REMOVE ALL WIRE,BRANCHING HEIGHT(AMERICAN NURSERYMEN AND APPROVED TREE WRAPPINGGA. PLIABLE GALVANIZED WIRE.SAUCERPRUNE INTERFERING,CROWDED, BROKEN ORLOW BRANCHES.LANDSCAPE ASSOCIATION STANDARD)TYPICAL EVERGREEN TREE PLANTING DETAIL2.0 INCH MIN. DEPTH, DO2.0 INCHES OF TRUNK.NOT PLACE MULCH WITHINWATER EACH LAYER.PLACE IN 1.0' LAYERS.LIGHTLY TAMP ANDUNDISTURBEDSUBGRADEFINISHED GRADEPLANTING SOIL -SEE SPECS.BARK MULCHPLANNTS1/2 OF ROOTPLANTED 4.0 INCHES MIN. GALVANIZED WIRE.W/NO. 12 GA. PLIABLEABOVE ADJACENT GRADES ALL TREES SHALL BE ROOT COLLAR.NO SOIL SHALL BE PLACED ABOVE THE3.0 INCH HIGH SAUCERTO ALLOW FOR DRAINAGERUBBER HOSE SECUREDAND SOIL SETTLEMENT.PLANT PITSSCARIFY WALLS OFLAP FROM UPPERTWINE, AND BUR-REMOVE ALL WIRE,MIN. 2 TIMES DIAMETERNOT TO SCALEOF ROOT BALLPLANTING HOLEBALLGUY WIREPREVAILING WINDOF TREEPLANTINGPITSTAKECENTERROOT BALLTYPICAL SHRUB PLANTING DETAILNOT TO SCALEEACH LAYER WITH WATER.LIGHTLY TAMP AND SETTLEBACKFILL IN 3.0 INCH LAYERS.SPECIFIED BACKFILL(TYPICAL ALL PITS)SHREDDED HARDWOODMULCH 3.0 INCHES MIN. DEPTHHIGHER THAN NO SOIL SHALL BEPLACED ABOVE THEPLANT SHRUB 3.0 INCHESGROWN IN NURSERY.FINISHED GRADEROOT COLLARREMOVE BURLAPFROM UPPER 1/2OF ROOT BALL1.0'MINNSLSTAUPTOPRCNblack tupelo sweetgum basswoodlacebark elm pyramidal arborvitaeNova Zembla rhododendron golden mop false cypresstiny wine® gold ninebarkinkberrylandmark rhododendronwild hydrangea CPPOTIGSRLHAgreen velvet boxwoodBGVCCACACFAMSJCanadian ServiceberryAppalachian Spring DogwoodBlack Tulip MagnoliaGENERAL NOTES:1. ALL PLANT MATERIALS SHALL BE SPECIFIED TO BE EQUALTO OR BETTER THAN THE STANDARDS FOR NURSERYSTOCK, BY THE AMERICAN NURSERY AND LANDSCAPERSASSOCIATION (ANLA).2. TREES AND SHRUBS SHALL BE NURSERY GROWN, UNLESSOTHERWISE APPROVED, AND SHALL BE HEALTHY ANDVIGOROUS PLANTS, FREE FROM DEFECTS, DECAY,DISFIGURING ROOTS, SUN-SCALD, INJURIES, ABRASIONS OFTHE BARK, PLANT DISEASES, INSECT PEST EGGS, BORERSAND ALL FORMS OF INFESTATIONS OR OBJECTIONABLEDISFIGUREMENTS, AS DETERMINED BY THE DIRECTOR OFPUBLIC WORKS. PLANTS SHALL BE IN ACCORDANCE WITH THECURRENT AMERICAN NURSERY AND LANDSCAPE ASSOCIATIONAND CONFORM IN GENERAL TO REPRESENTATIVE SPECIES.3. PLANT MEASUREMENTS: ALL PLANTS SHALL CONFORM TOTHE MEASUREMENTS SPECIFIED IN THE PLANT SCHEDULE OFTHE LANDSCAPE PLAN. ALL PLANT SIZES SPECIFIED IN THEPLANS SHALL GENERALLY BE THE MEDIAN FOR THE SIZERANGES INDICATED IN THE ANLA STANDARDS AND, AT AMINIMUM, SHALL COMPLY WITH THE FOLLOWING.A. CALIPER MEASUREMENTS SHALL BE TAKEN SIX (6) INCHESABOVE GRADE FOR TREES UNDER FOUR (4) INCHES CALIPER,AND TWELVE (12) INCHES ABOVE GRADE FOR TREES FOUR (4)INCHES IN CALIPER AND OVER.B. MINIMUM BRANCHING HEIGHT FOR ALL SHADE TREESSHALL BE SIX (6) FEET.C. MINIMUM SIZE FOR PLANTING LARGE DECIDUOUS TREESSHALL BE TWO TO TWO AND ONE-HALF (2-212) INCH CALIPER,TWELVE (12) FEET TO FOURTEEN (14) FEET IN HEIGHT.D. MINIMUM SIZE FOR PLANTING ALL OTHER DECIDUOUSTREES SHALL BE ONE TO ONE AND ONE-HALF (1-112) INCHCALIPER, SIX (6) FEET TO EIGHT (8) FEET IN HEIGHT.E. MINIMUM SIZE FOR PLANTING EVERGREEN TREES SHALL BESIX (6) FEET TO SEVEN (7) FEET IN HEIGHT.F. MINIMUM SIZE FOR PLANTING SHRUBS SHALL BE EIGHTEEN(18) TO TWENTY-FOUR (24) INCHES IN HEIGHT OR SPREAD,EXCEPT FOR QUALITY DWARF VARIETIES.4. PLANTS SHALL BE PROTECTED DURING DELIVERY TOPREVENT DESICCATION OF LEAVES.5. INSOFAR AS IS PRACTICABLE, TREES AND SHRUBS SHALL BEPLANTED ON DAY OF DELIVERY. IF THIS IS NOT POSSIBLE, THECONTRACTOR SHALL PROTECT UNPLANTED TREES BYKEEPING THEM IN SHADE, WELL PROTECTED WITH SOIL,MULCH OR OTHER ACCEPTABLE MATERIAL AND SHALL KEEPTREES WELL WATERED. TREES AND SHRUBS SHALL NOTREMAIN UNPLANTED FOR MORE THAN TWO (2) WEEKS.6. ALL TREES AND SHRUBS SHALL BE PLANTED IN SUCH AMANNER AS TO ENSURE THEIR SURVIVAL. THIS SHALLINCLUDE THE PLANTING OF INTACT BALLS, PLANTING ATPROPER DEPTH, PROPERLY BACKFILLING AND WATERING, ANDCONSTRUCTION OF A PLANTING SAUCER. ALL PLANTINGAREAS SHALL CONTAIN SOILS SUITABLE FOR PLANTING. SOILSSHALL BE CLEAN AND FREE OF ALL CONSTRUCTIONMATERIALS. (SEE PLANTING PROCEDURES FOR TREES ANDPLANTING PROCEDURES FOR SHRUBS IN THE LATEST EDITIONOF LANDSCAPE SPECIFICATION GUIDELINES FOR BALTIMORE,WASHINGTON METROPOLITAN AREA, PREPARED BY THELANDSCAPE CONTRACTORS ASSOCIATION OF METROPOLITANWASHINGTON AND AMERICAN SOCIETY OF LANDSCAPEARCHITECTS FOR ADEQUATE SPECIFICATIONS.)7. ANY ROPE OR WIRE BINDING THE BALL SHALL BE CUT PRIORTO THE CONCLUSION OF BACKFILLING OPERATIONS TOPREVENT GIRDLING OF THE TREE TRUNK.8. IF A NONBIODEGRADABLE MATERIAL IS USED AROUND THEBALL, IT SHALL BE COMPLETELY REMOVED PRIOR TOBACKFILLING.9. THE OWNER OF FEE TITLE TO ANY PROPERTY ON WHICHPLANT MATERIAL HAS BEEN ESTABLISHED IN ACCORDANCEWITH AN APPROVED LANDSCAPE/PLANTING PLAN SHALL BERESPONSIBLE FOR THE MAINTENANCE, REPAIR ANDREPLACEMENT OF THE APPROVED PLANT MATERIALS ASREQUIRED BY THE ORDINANCE.10. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THEMAINTENANCE OF ALL BUFFER AREAS, LANDSCAPING, ANDSCREENING, INCLUDING REPLACEMENT OF DEAD OR DYINGPLANT MATERIAL, AND THE UPKEEP OF ANY BERM, WALLS, ORFENCES.LEGEND:Buxus 'Green Velvet'Nyssa sylvatica 'firestarter'Liquidambar styracifluaTilia americanaUlmus parvifoliaThuja occidentalis 'Pyramidalis'Rhododendron catawbiense'Nova Zembla'Chamaecyparis pisifera 'Golden Mop'Physocarpus opulifolius 'Tiny Wine'Ilex glabra 'Shamrock'Rhododendron x 'Landmark'Hydrangea arborescensAmelanchier canadensisCornus florida'Appalachian Spring'Magnolia x soulangeana'Jurmag1'ORNAMENTAL TREESDECIDUOUS TREESEVERGREEN TREESSHRUBSCercis canadensis'Forest Pansey'Forest Pansey RedbudTREE PROTECTIONREQUIREMENTS:1. THE PERMITTEE SHALL BE RESPONSIBLE FOR THEPROTECTION OF TOPS, TRUNKS AND ROOTS OF ALL EXISTINGTREES, AS WELL AS OTHER VEGETATION TO BE RETAINED ONTHE SITE. AFTER VEGETATION HAS BEEN REMOVED WITHIN THEAREA AUTHORIZED TO BE CLEARED, PROTECTIVE DEVICESSHALL BE INSTALLED ALONG THE LIMITS OF CLEARING ANDGRADING, PRIOR TO ANY CONSTRUCTION WORK BEGINNING ONSITE. PROTECTION SHALL BE MAINTAINED UNTIL ALL WORK INTHE VICINITY HAS BEEN COMPLETED AND SHALL NOT BEREMOVED WITHOUT THE CONSENT OF PUBLIC WORKS. IF IT ISFOUND THAT THE PROTECTIVE DEVICES ARE INSUFFICIENT TOPROTECT THE VEGETATION RETAINED ON THE SITE, ADDITIONALPROTECTIVE DEVICES SHALL BE INSTALLED TO INSUREADEQUATE PROTECTION.2. ONCE CLEARING IS COMPLETED AND PROTECTIVE DEVICESINSTALLED, AN INSPECTION SHALL BE REQUESTED TO APPROVETHESE ITEMS PRIOR TO COMMENCING FURTHERCONSTRUCTION.3. BARRICADES WITH APPROPRIATE SIGNS TO IDENTIFY TREEPRESERVATION AREAS SHALL BE LOCATED ALONG THE LIMITSOF CLEARING LINE. THE LIMITS OF CLEARING AND GRADING LINESHOULD GENERALLY BE LOCATED AT THE DRIP LINE OF THETREES TO BE RETAINED OR SPACED FROM THE EDGE OF THETRUNKS EQUIVALENT TO ONE FOOT FOR EVERY INCH IN THEDIAMETER OF THE TREES AT BREAST HEIGHT (DBH), WHICHEVERIS GREATER. THE FOLLOWING STANDARDS SHALL APPLY TO THEAREA WITHIN THE ESTABLISHED LIMITS OF CLEARING ANDGRADING LINE.A. THE SOIL SHALL NOT BE DISTURBED OR COMPACTED.B. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, STOCKPILING ORANY MATERIALS, OR DEPOSITION OF SEDIMENT, SHALL NOT BEPERMITTED.C. TREES BEING REMOVED SHALL NOT BE FELLED, PUSHED ORPULLED INTO TREES BEING RETAINED. EQUIPMENT OPERATORSSHALL NOT CLEAN ANY PART OF THEIR EQUIPMENT BYSLAMMING IT AGAINST THE TRUNKS OF TREES TO BE RETAINED.D. NO TOXIC MATERIALS SHALL BE STORED WITHIN FIFTY (50)FEET OF THE LIMITS OF CLEARING AND GRADING.E. BURN PITS SHALL NOT BE PERMITTED WITHIN ONE HUNDRED(100) FEET OF VEGETATED AREA RETAINED, UNLESS APPROVEDBY THE DIRECTOR OF PUBLIC WORKS. THEY SHALL BE LIMITED INSIZE SO AS TO NOT TO ADVERSELY AFFECT THE VEGETATION.F. NO PROTECTIVE DEVICES, SIGNS, UTILITY BOXES, OR OTHEROBJECTS SHALL BE NAILED TO THE TREES TO BE RETAINED ONTHE SITE.G. ADDITIONAL TREES MAY BE LEFT STANDING AS PROTECTIONBETWEEN THE TRUNKS OF THE TREES TO BE RETAINED AND THELIMITS OF GRADING. IF THE TRUNKS OF TREES IN THISPRESERVATION AREA ARE MORE THAN SIX (6) FEET APART,ADDITIONAL PROTECTION DEVICES MAY BE REQUIRED TOPREVENT PASSAGE OF EQUIPMENT AND MATERIAL THROUGHTHE AREA. WHEN ADDITIONAL TREES ARE USED AS PROTECTION,THE LIMITS OF CLEARING SHOWN ON THE APPROVED PLANSHALL BE FLAGGED IN THE FIELD SO THAT THE ADDITIONALPRESERVATION AREA IS DELINEATED. WHEN THIS METHOD OFPROTECTION IS USED, THESE ADDITIONAL TREES SHALL BEREMOVED PRIOR TO COMPLETION OF THE PROJECT.H. SEDIMENT-LADEN RUNOFF SHALL BE DIVERTED AWAY FROMTHE PRESERVATION AREA. WHEN THE EDGE OF A PARKING LOTABUTS A TREE PRESERVATION AREA, CURB AND GUTTER ROLLEDASPHALT OR SIMILAR TYPE OF GUTTERING MATERIAL SHALL BEUSED TO DIVERT CONCENTRATED RUNOFF AWAY FROM THETREE PRESERVATION AREA.NOT TO SCALENOT TO SCALETYPICALSINGLE-FAMILYDETACHEDSMALL LOT1 TREE3 SHRUBS4 SHRUBS7 SHRUBSNOTE:1.EACH INDIVIDUAL LOT SHALL HAVE 5 ORNAMENTAL TREES.2.EACH INDIVIDUAL LOT SHALL HAVE 15 ORNAMENTAL SHRUBS.3.PLANT SYMBOLS SHOWN ARE REPRESENTATIONAL. SEE LANDSCAPE PLANS FORCONFORMITY WITH LOT QUANTITY, SPECIES, AND PLACEMENT.TYPICAL SINGLE-FAMILY DETACHED SMALLLOT PLANTING DETAILTYPICAL SINGLE-FAMILY ATTACHED SMALLLOT PLANTING DETAILNOTE:1.EACH INDIVIDUAL LOT SHALL HAVE 5 ORNAMENTAL TREES.2.EACH INDIVIDUAL LOT SHALL HAVE 15 ORNAMENTAL SHRUBS.3.PLANT SYMBOLS SHOWN ARE REPRESENTATIONAL. SEE LANDSCAPE PLANS FORCONFORMITY WITH LOT QUANTITY, SPECIES, AND PLACEMENT.3 SHRUBS1 TREE4 TREES6 SHRUBS6 SHRUBS6 SHRUBS6 SHRUBS1 TREE3 TREES1 TREE4 SHRUBSTYPICALSINGLE-FAMILYATTACHEDSMALL LOT
HYDRANGEA WAY697071727374757677787980818283HYDRANGEA WAYDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1531"=30'KMKMWET PONDS
PLANTING PLANTHIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!SWM/BMP POND 2LEVEL 1 WET PONDSWM/BMP POND 1LEVEL 2 WET PONDSWM POND PLANTING NOTESLEGEND
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2829303132333435363738394041424344454849505152535455565758596061626364656667686
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3002762794647265266267268269270271272273240239264SHEET 155SHEET 158SHEET 157SHEET 156SHEET 161SHEET 159SHEET 160SHEET 162SHEET 163SHEET 164SHEET 165EX. CEDAR CREEK GRADE(RTE 622)FUTURE JUBAL EARLY DRTRELLIS LANE VIEWVINE LANEFRAGRANTSCENTEDHYACINTH DRIVEDRIVE
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1541"=150'ADAD OVERALL
LANDSCAPE PLANTHIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
HYACINTH DRIVE
HYACINTH DRIVEHYACINTH DRIVEEX. CEDAR CREEK GRADE (RTE. 622) 810810800Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District MATCHLINE - SEE SHEET 157MATCHLINE - SEE SHEET 158
1551"=30'KMKM
LANDSCAPE PLANTHIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
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Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 159
1561"=30'KMKM
LANDSCAPE PLANMATCHLINE - SEE SHEET 157THIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
HYDRANGEA WAYHYACINTH DRIVE1 2 3 4 5 6 7
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1451441431421411401391381374CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP4TOP3TOP3TOP3TOP1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1UP1UP1LS1LS4HA4HA4HA4HA4HA4HA4HA4HA4HA1NS1TA1TA1TA1TA1TA1TA1TA1TA1UP1UP1UP1UP1UP1UP1UP1UP1UP1UP1UP1UP1UP1UP1LS1LS1LS1LS1LS1LS1LS1LS1LS1LS1LS1LS3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP1CC1CC1CC1CC1CC1CC1CC1CC1CC4POT4POT4POT4POT4POT4POT4POT4POT4POT3IGS4RL3IGS3IGS3IGS3IGS3IGS3IGS3IGS3IGS4RL4RL4RL4RL4RL4RL4RL4RL3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP4TOP4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCNRCN1ACA1ACA1ACA1ACA1ACA1ACA1ACA1ACA1ACA1ACA1ACA7CP7CP7CP7CP7CP7CP7CP7CP7CP7CP7CP4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCNDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 160MATCHLINE - SEE SHEET 158MATCHLINE - SEE SHEET 1561571"=30'KMKM
LANDSCAPE PLANTHIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 161 MATCHLINE - SEE SHEET 1571581"=30'KMKM
LANDSCAPE PLAN
MATCHLINE - SEE SHEET 155THIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
GLISTENING DEW COURTHYDRANGEA WAYHYA
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1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC1CC3TOP1CC1CC1CC1CC1CC1CC3RCN4CP4BGV4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4CP3TOP1LS1UP1UP4CP4CP4CP4CP4CP4CP4CP4CP3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN1UP3TOP3TOP3TOP3TOP3TOP3TOP3TOP4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA6TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP1UP1UP1LS1LS4RCN3TOH1ACA3RCN4BGV3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN44CP4CP4CP4CP4CP4CP4CP4CP4CP4CP4HA4HA4HA4HA4HA4HA4HA4HA4HA1TA1UP1UP1UP1UP1UP1LS1LS1LS1LS1LS1LS1LS1LS1LS1LS1LS1LS1LS1UP1UP1UP1UP1UP1UP1UP1LS1LS1UP1TA1TA1UP1UP1UP1UP1UP1NS1NS1NS1NS1CFA1CFA1CFA1CFA1CFA1CFA1CFA1CFA1CFA1CFA1CFA1ACA1ACA1ACA1ACA1ACA1ACA1ACA1ACA1CFA1CFA4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN4RCN1ACA1ACA1ACA1ACA1ACA1ACA1ACA1ACA1ACA1ACA1ACA7CP7CP7CP7CP7CP7CP7CP7CP7CP7CP7CP7CP4HA4HA4HA4HA7CP7CP7CP7CP7CP7CP7CP4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POT4POTPOT3TOP3TOP1UP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOPDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District MATCHLINE - SEE SHEET 1601591"=30'KMKM
LANDSCAPE PLAN
MATCHLINE - SEE SHEET 162
MATCHLINE - SEE SHEET 156THIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
GLISTENING DEW COURTSCENTED ROSE WAYHY
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 163 MATCHLINE - SEE SHEET 159MATCHLINE - SEE SHEET 157
MATCHLINE - SEE SHEET 1611601"=30'KMKM
LANDSCAPE PLANTHIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 158
MATCHLINE - SEE SHEET 164 MATCHLINE - SEE SHEET 1601611"=30'KMKM
LANDSCAPE PLANTHIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
HYDRANGEA WAY4445484950515253545556575859609910010110217917817746471CC1CC1CC1CC1CC1CC1CC3TOP3TOP1CC1CC1CC1CC1CC1CC1CC1CC4CP4CP4CP4CP4CP4CP4CP4CP1LS1UP1UP1CC1CC4CP4CP4CP4CP4CP3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3RCN3TOP3TOP3TOP4TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP3TOP4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4BGV4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4HA4POT1UP1UP1LS1LS1LS1LS1LS1LS1UP1UP1UP1LS1LS1LS1LS1UP1UP1UP1ACA1ACA1ACA13TOP3TOP3TOP4RCN4RCN4RCN44HA7CP7CP7CP4POT4POT4POT4POT4POT4POT4POT3TOP1CFA3TOPDrawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 165
MATCHLINE - SEE SHEET 159
MATCHLINE - SEE SHEET 1631621"=30'KMKM
LANDSCAPE PLANTHIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 165
MATCHLINE - SEE SHEET 160
MATCHLINE - SEE SHEET 1641631"=30'KMKM
LANDSCAPE PLAN MATCHLINE - SEE SHEET 162THIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
MATCHLINE - SEE SHEET 165
MATCHLINE - SEE SHEET 161
MATCHLINE - SEE SHEET 1631641"=30'KMKM
LANDSCAPE PLANTHIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District MATCHLINE - SEE SHEET 162MATCHLINE - SEE SHEET 1641651"=30'KMKM
LANDSCAPE PLANMATCHLINE - SEE SHEET 163THIS SHEET IS FOR LANDSCAPEPURPOSES ONLY!!
GREYSTONEPROPERTIES,L.L.C.TAX MAP 63-A-2A7.1217 AC.INST 24683GREYSTONEPROPERTIES,L.L.C.TAX MAP 53-A-91112.4532 AC.INST 030024683GREYSTONEPROPERTIES,L.L.C.TAX MAP 53-A-91112.4532 AC.INST 24683OHEO H EOHEO H E
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OHEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHE////////////////////////////////////////////////////////////////////////////////////////////////// PLANTING AREA30,837-SF (0.71 AC) PLANTING AREA95,878-SF (2.2 AC)NOTES:1. THE WETLAND DELINEATION WAS CONDUCTED BY TNT ENVIRONMENTAL, INC. (TNT) IN OCTOBER2021. EXISTING CONDITION, TOPOGRAPHY AND WETLAND FLAGS WERE SURVEYED BY MORRIS &RITCHIE ASSOCIATES, INC., 2021.2. PROPOSED CONDITIONS WERE PROVIDED BY DEWBERRY, 2022.3. THE WETLAND AND OTHER WATERS BOUNDARIES DEPICTED HEREON WERE CONFIRMED BY APRELIMINARY JURISDICTIONAL DETERMINATION (NAO-2021-03121) WITH THE US ARMY CORPS OFENGINEERS (USACE) ON JANUARY 28, 2022.LEGENDPALUSTRINE FORESTED (PFO) WETLANDPALUSTRINE EMERGENT (PEM) WETLANDPALUSTRINE SCRUB-SHRUB (PSS) WETLANDSTUDY AREAPLANTING AREA (2.91 AC)WWW.TNTENVIRONMENTALINC.COMPH: 703-466-51234455 Brookfield Corporate Drive, Suite 100Chantilly, VA 20151ENVIRONMENTALHABITAT BOTANICAL NAME COMMON NAME INDICATOR STATUS GROWTH FORM QUANTITY (STEMS PER ACRE)PERCENT OF TOTAL HABITATAcer saccharinumSilver Maple FACW TREE 142 7.5%Alnus serrulataHazel Alder OBL SHRUB 62 3.3%Betula nigraRiver Birch FACW TREE 142 7.5%Carpinus carolinianaIronwood FAC SUBCANOPY 189 10.0%Diospyros virginianaPerssimon FAC TREE 142 7.5%Ilex verticillataWinterberry FACW SHRUB 62 3.3%Nyssa sylvaticablackgum FAC TREE 142 7.5%Plantanus occidentalisSycamore FACW TREE 142 7.5%Quercus bicolorSwamp White Oak FACW TREE 142 7.5%Quercus palustrisPin Oak FACW TREE 142 7.5%Quercus phellosWillow Oak FAC TREE 142 7.5%Rosa palustrisSwamp Rose OBL SHRUB 62 3.3%Salix nigraBlack Willow FACW SUBCANOPY 189 10.0%Sambucus canadensisCommon Elderberry FACW SHRUB 62 3.3%Vaccinium corymbosumHighbush Blueberry FACW SHRUB 64 3.3%Viburnum dentatumArrowwood viburnum FAC SHRUB 64 3.4%1,892 100%1,892SEEDMIX FOR ALL PLANTING AREASMARYLAND UPPER MIDLAND FACW MIX (ERNMX-713)INDICATOR STATUSPERCENT OF TOTAL HABITATPanicum rigidulumRedtop Panicgrass FACW 25.0%Asclepias incarnataSwamp Milkweed OBL 1.0%Aster prenanthoidesZigzag Aster FAC 0.5%Aster puniceusPurplestem Aster OBL 0.5%Aster umbellatusFlat Topped White Aster FACW 1.0%Bidens cernuaNodding Bur Marigold OBL 2.0%Carex crinitaFringed Sedge OBL 1.0%Carex lupulinaHop Sedge OBL 5.0%Carex luridaShallow Sedge OBL 15.0%Carex scopariaBlunt Broom Sedge FACW 5.0%Carex squarrosaSquarrose Sedge FACW 5.0%Elymus virginicusVirginia Wild Rye FACW 18.0%Eupatorium perfoliatum Boneset FACW 2.0%Eupatorium maculatumSpotted Joe Pye Weed FACW 1.0%Euthhamia graminifoliaGrassleaf Goldenrod FAC 0.5%Glyceria canadensisRattlesnake Grass OBL 1.0%Helenium autumnaleCommon Sneezeweed FACW 2.0%Iris versicolorBlue Flag OBL 0.5%Juncus effususSoft Rush FACW 3.0%Lobelia siphiliticaGreat Blue Lobelia FACW 0.5%Ludwigia alternifoliaSeedbox FACW 0.5%Mimulus ringensSquare Stemmed Monkeyflower OBL 1.0%Onoclea sensibilisSensitive Fern FACW 2.0%Scirpus cyperinusWoolgrass FACW 2.0%Symphyotrichum novae-angliaeNew England Aster FACW 1.0%Verbena hastataBlue Vervain FACW 3.0%Vernonia noveboracensisNew York Ironweed FACW 1.0%100.0% 58.2 LBSElymus virginicusVirginia Wild Rye FACW 25 lb/acreLolium multiflorumAnnual Rye FACU- 25 lb/acreNOTES:2. Species substitutions shall only be made with approval of the Project Engineer, however planting materials of larger size may be substituted at stated rates.4. Any additional disturbance shall be in conformance with the material and stem density requirements specified above. WILLOW RUN PLANTING PLANTO BE SEEDED THROUGHOUT AREAS AT 20 LBS PER ACRE1. Planting schedule is based on a minimum woody stem density of 650 stems per acre regardless of plant stock size (bare root, tubeling, live stake, containerized, etc.). No individual woody species may comprise more than 20% of plant stock supply. 5. Temporary stabilization seeding shall occur prior to installation of erosion control fabric and planting. "Substitute German Foxtail Millet (setaria itallica) for Annual Rye if construction and seeding is to occur May through August. 3. Quantities are provided for a density of 650 stems per acre and may be subject to increase or decrease based on available budget. Therefore the percentage that each species by habitat has been provided so that the Contractor and Bank Sponsor can scale planting stock demand to alternative stem density targets.TEMPORARY STABILIZATIONSEE NOTE 5 BELOWTOTAL AREA (2.91 ACRES) OF BUFFER = TOTAL STEMS NEEDED FOR ENTIRE FORESTED HABITAT:SPECIES(2.91 AC)TOTAL:50' BUFFER
1671"=100'ADJRFIRE LANE
PLAN LEGEND:*NOTES:Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District THIS SHEET IS FOR FIRE LANE SIGNS ANDSTRIPING ONLY. LOCATION OF SIGNS ANDSTRIPING ARE SHOWN PER FREDERICK COUNTYFIRE MARSHAL'S OFFICE.MATCHLINE-INSET THIS SHEET MATCHLINE-THIS SHEET
A, C, DFIRE LANE CURB DESIGANTION (YELLOW PAINT)SIGN TYPE"NO PARKING FIRE LANE" STENCIL (4" TEXT)FIRE HYDRANT- OPTION TO INSTALL FIRE LANE SIGNS OR PROVIDEFIRE LANE STENCIL1 2 3 4 5 6 7 8910111213141516 17 18 19 20 21 22 23 24 25 26
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2762794647265266267268269270271272273240239264TRELLIS VIEW LANEHYACINTH DRIVEHYDRANGEA WAYHYDRANGEA WAYGLISTENING DEW COURTFRAGRANT LILY LANEBENDING VINE LANESCENTED
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1681"=50'ADADPAVEMENT MARKING
& SIGNAGE PLAN THIS SHEET FOR PAVEMENTMARKING AND SIGNAGE ONLY!!!MATCHLINE-SEE SHEET 170
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1691"=50'DHDHPAVEMENT MARKING
& SIGNAGE PLAN THIS SHEET FOR PAVEMENTMARKING AND SIGNAGE ONLY!!!MATCHLINE-SEE SHEET 171MATCHLINE-SEE SHEET 170
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1701"=50'DHDHPAVEMENT MARKING
& SIGNAGE PLAN THIS SHEET FOR PAVEMENTMARKING AND SIGNAGE ONLY!!!MATCHLINE-SEE SHEET 169MATCHLINE-SEE SHEET 168
MATCHLINE-SEE SHEET 171
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A
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HYACINTH DRIVEHYDRANGEA WAYHYACINTH DRIVE
383940414243444548495051525354555657585960616263646566678889909192939495969798991001011021031041051061071871861851841831821811801791781771761751741731722002012022032072042064647FRAGRANT LILY LANEHYDRANGEA WAYHYACINTH DRIVE
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SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District 1711"=50'DHDHPAVEMENT MARKING
& SIGNAGE PLAN THIS SHEET FOR PAVEMENTMARKING AND SIGNAGE ONLY!!!MATCHLINE-SEE SHEET 172MATCHLINE-SEE SHEET 169
*
6667686
9
7
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2
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7
677787
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191192193218217216194215214195196213197198212199211200210201202209208207205206240239SCENTED ROSE WAYSC
EN
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W
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Y
HYDRANGEA WAYBENDING VINE LANEBENDING VINE LANEFRAGRANT LILY LANE1721"=50'DHDHPAVEMENT MARKING
& SIGNAGE PLANTHIS SHEET FOR PAVEMENTMARKING AND SIGNAGE ONLY!!!MATCHLINE-SEE SHEET 171MATCHLINE-SEE SHEET 170
Drawn ByPlan NumberChecked ByDesigned ByFile NumberPP-611SheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.221207-2211/11/2022Frederick County, Virginia
Back Creek Magisterial District
E-102E-103E-104E-107E-110E-105E-108E-111E-106E-109E-112E-113Luminaire ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescription110LXF_LXT-PA1-70-730-U-T3-HSSSINGLEN.A.0.900LXF_LXT-PA1-70-730-U-T3-HSSCalculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinCVUGRoadway_1IlluminanceFc0.714.30.0N.A.N.A.1.304.24Roadway_2IlluminanceFc1.014.50.0N.A.N.A.0.955.00Roadway_3IlluminanceFc0.924.50.0N.A.N.A.1.016.36Roadway_4IlluminanceFc0.724.50.0N.A.N.A.1.305.00Roadway_5IlluminanceFc0.994.20.0N.A.N.A.0.965.66Roadway_6IlluminanceFc0.964.40.0N.A.N.A.0.996.36Roadway_7IlluminanceFc0.994.50.0N.A.N.A.1.0115.00Roadway_8IlluminanceFc1.024.50.0N.A.N.A.0.955.00Roadway_9IlluminanceFc0.403.80.0N.A.N.A.1.826.00Sidewalk_Primary_1IlluminanceFc0.803.50.0N.A.N.A.1.2518.00Sidewalk_Primary_2IlluminanceFc0.793.50.0N.A.N.A.1.2814.00Sidewalk_Primary_3IlluminanceFc0.683.50.0N.A.N.A.1.4524.04Sidewalk_Primary_4IlluminanceFc0.743.50.0N.A.N.A.1.3717.00Sidewalk_Primary_5IlluminanceFc0.663.50.0N.A.N.A.1.474.17Sidewalk_Primary_6IlluminanceFc0.833.50.0N.A.N.A.1.2417.68Sidewalk_Primary_7IlluminanceFc0.863.40.0N.A.N.A.1.1719.00Sidewalk_Secondary_1IlluminanceFc0.763.50.0N.A.N.A.1.317.50Sidewalk_Secondary_2IlluminanceFc0.703.40.0N.A.N.A.1.363.18Sidewalk_Secondary_3IlluminanceFc0.703.50.0N.A.N.A.1.374.60Sidewalk_Secondary_4IlluminanceFc0.693.50.0N.A.N.A.1.374.75Sidewalk_Secondary_5IlluminanceFc0.703.50.0N.A.N.A.1.366.00Sidewalk_Secondary_6IlluminanceFc0.853.50.0N.A.N.A.1.185.00Sidewalk_Secondary_7IlluminanceFc0.763.50.0N.A.N.A.1.303.83Sidewalk_Secondary_8IlluminanceFc0.803.50.0N.A.N.A.1.273.67Sidewalk_Secondary_9IlluminanceFc0.493.40.0N.A.N.A.1.792.501/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-101 ELECTRICAL SITE PLAN.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSE-101ELECTRICAL SITE PLAN5/25/230'200'400'SCALE: 1" = 200'100'Drawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRW17310/23/202310/23/2023
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1/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-102 LIGHTING PHOTOMETRIC PLAN AREA 2.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-102LIGHTING PHOTOMETRIC PLAN
AREA 23/1/230'30'60'SCALE: 1" = 30'15'17410/23/202310/23/2023
BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 141.82.94.03.52.21.20.20.30.40.71.21.92.42.01.30.80.20.30.30.30.30.30.40.50.60.70.70.60.50.30.20.40.50.70.90.80.70.50.30.20.20.20.70.40.30.40.50.91.62.42.61.81.10.73.82.11.00.60.40.30.50.81.42.73.92.02.41.81.10.60.30.20.30.40.70.80.80.60.40.20.10.30.30.30.20.20.30.30.20.10.10.60.60.40.21.31.20.91.12.33.02.30.40.92.24.10.10.30.61.12.20.00.10.10.30.00.00.00.00.20.10.00.00.00.00.01.11.00.70.50.30.10.00.00.00.00.00.51.01.82.92.92.01.20.70.10.10.10.00.00.00.10.20.40.81.52.93.70.20.30.30.20.20.10.00.10.00.00.00.00.00.10.20.40.40.60.70.70.50.40.20.20.30.20.10.00.00.00.00.00.01.01.62.11.71.10.60.41.21.00.70.50.30.10.00.03.34.32.51.20.70.40.61.12.03.33.02.01.20.71.50.80.50.30.20.10.10.00.00.00.00.10.10.20.40.81.62.90.10.00.00.00.00.00.00.00.10.2322211110.50.50.50.10.13.82.81.40.80.40.20.10.00.01.11.92.82.61.70.90.50.30.10.10.00.00.00.00.10.20.30.50.70.91.00.80.60.40.20.10.10.00.00.00.00.00.10.20.40.81.52.80.00.10.20.30.30.30.30.20.20.10.10.00.00.00.00.00.00.00.10.20.30.61.12.23.73.32.21.30.70.61.00.00.00.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.50.81.21.41.20.80.50.30.10.00.00.00.00.00.10.20.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.40.50.40.30.20.10.00.00.00.00.10.10.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.10.10.10.00.00.00.10.20.60.20.10.00.00.00.00.00.00.00.00.00.01.40.60.20.10.00.00.00.00.00.03.71.50.50.10.00.00.00.00.00.03.22.70.90.30.10.00.00.00.00.02.12.11.40.50.20.00.00.00.00.00.00.01.11.00.70.30.10.00.00.00.00.00.40.60.50.30.10.00.00.10.10.10.10.10.20.30.30.20.10.00.10.20.30.30.30.00.00.10.10.10.10.00.60.10.00.00.00.10.10.00.90.40.20.10.00.00.00.03.12.91.60.90.50.20.10.00.00.71.11.93.03.32.11.10.60.40.20.10.40.50.70.91.11.00.80.53221110.50.50.50.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.30.20.10.11.30.90.60.42.63.22.71.93.22.50.70.61.41.92.73.20.20.40.50.70.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.30.10.51.20.82.03.33.11.52.20.63.31.72.40.60.81.10.30.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.40.20.10.10.01.81.30.80.50.31.52.93.32.71.62.02.73.32.50.30.50.71.01.41.90.10.10.20.20.40.00.00.00.00.00.00.00.00.00.90.00.00.00.00.01.41.80.00.00.00.02.83.00.30.20.10.02.01.12.41.71.20.80.41.63.23.11.41.53.23.32.31.61.20.92.12.93.42.40.50.40.20.20.30.50.71.01.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.00.01.32.02.93.42.50.91.02.53.22.61.91.40.50.71.01.40.10.10.20.30.00.10.10.10.00.10.10.13.53.02.21.61.10.80.60.40.20.20.10.10.00.00.00.00.10.10.10.10.13.31.21.02.00.00.00.00.00.00.10.10.10.10.11.21.72.43.00.00.00.00.10.20.20.10.10.10.50.80.20.30.40.61.20.90.60.40.30.20.30.81.11.62.13.22.51.81.30.10.13.13.31.70.02.00.81.42.50.00.11.32.03.43.22.21.32.12.93.20.00.02.11.51.10.70.40.20.10.00.00.00.10.20.30.61.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.40.61.01.62.62.12.92.30.51.81.53.42.53.02.11.00.40.90.10.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.70.60.50.00.00.03.02.92.20.00.00.00.00.11.70.61.53.10.20.40.71.11.62.32.93.0310.50'30'60'SCALE: 1" = 30'15'1/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-103 LIGHTING PHOTOMETRIC PLAN AREA 3.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1033/1/23LIGHTING PHOTOMETRIC PLAN
AREA 317510/23/202310/23/2023
BMH: 142.90.81.82.10.30.71.00.90.30.40.50.40.20.20.20.20.10.20.20.20.20.30.30.30.50.60.60.41.11.20.90.52.52.41.10.54.52.51.00.42.81.30.60.21.20.60.30.10.50.30.10.10.20.10.10.10.10.10.30.20.40.20.40.70.20.60.30.3210.50.50.50.20.10.10.10.10.10.10.10.10.10.10.10.10.20.30.30.50.60.91.11.51.92.33.03.20.81.73.42.51.61.00.50.30.20.10.10.10.10.10.00.10.10.10.10.10.10.10.10.10.10.10.10.13.12.01.20.70.40.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.10.00.11/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-104 LIGHTING PHOTOMETRIC PLAN AREA 4.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1043/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 417610/23/202310/23/2023
BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 140.40.50.30.60.90.40.91.60.41.22.60.41.23.50.92.83.00.61.62.20.40.91.20.70.80.80.80.80.61.11.10.80.42.11.60.73.03.31.30.43.92.10.70.31.90.90.51.40.90.60.60.70.60.81.20.50.71.32.50.40.92.24.30.41.02.02.52.00.40.71.11.10.90.60.50.80.80.70.60.40.70.91.21.31.10.70.40.30.20.20.40.81.52.73.63.62.61.51.00.70.60.60.70.60.60.40.30.30.30.50.81.71.92.93.42.21.10.60.40.30.50.91.52.84.03.62.51.41.00.70.60.70.70.70.60.40.30.20.20.20.40.61.01.72.42.31.71.10.90.91.21.72.22.11.50.90.60.40.30.40.61.32.74.43.03.21.80.90.50.40.50.61.01.62.12.01.51.10.91.01.21.92.42.21.50.90.50.30.20.20.20.40.50.60.70.70.70.60.81.01.72.84.13.52.41.30.70.40.20.20.30.61.11.92.11.61.10.30.30.40.40.60.60.60.60.60.81.11.82.94.13.32.31.30.70.40.60.80.90.90.70.40.60.80.90.80.51.31.61.40.70.42.83.42.00.90.43.33.31.60.70.41.70.90.60.50.90.70.71.00.50.71.22.20.51.22.62.90.71.94.02.90.81.82.10.30.71.00.90.30.40.50.433222111111110.50.50.50.50.31.30.70.50.43.64.02.21.10.60.40.40.71.21.82.21.71.10.60.30.20.20.20.30.40.50.70.80.70.50.40.40.50.60.60.50.40.30.30.30.30.30.40.71.21.71.51.10.70.40.21.00.60.50.60.91.73.34.02.81.84.23.11.70.90.60.50.71.22.20.20.30.40.71.11.72.52.71.81.00.60.40.40.90.70.60.60.70.80.90.90.70.60.50.60.70.91.00.80.60.40.40.40.50.60.70.91.42.43.12.51.50.90.60.50.40.40.32.03.03.6221110.50.50.50.20.20.20.20.20.10.10.10.10.20.10.10.20.20.20.20.30.30.40.60.80.91.52.02.42.93.41.80.11.31.83.32.92.41.81.20.80.50.30.20.20.20.10.20.10.20.20.10.10.10.20.10.20.20.40.50.71.11.42.12.63.42.10.51.72.91.31.52.53.12.61.91.41.00.70.50.33.12.31.61.20.90.10.10.10.10.10.20.20.20.20.20.20.20.20.20.30.50.71.01.42.12.93.52.60.00.10.10.10.10.10.10.10.20.60.40.30.20.21.72.22.93.12.01.31.52.93.12.51.81.30.90.60.40.20.20.10.10.10.10.10.10.10.10.20.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.30.50.71.01.40.10.20.10.20.40.50.81.21.61.92.43.31.80.61.93.23.32.51.50.90.50.20.30.10.20.10.20.10.20.10.20.10.20.10.10.10.10.10.20.30.40.10.10.10.20.10.10.20.10.10.10.10.10.10.10.10.10.10.10.40.20.11.40.90.62.43.42.91.92.71.20.51.82.53.30.60.81.10.20.30.30.20.10.10.20.10.10.10.10.10.20.20.20.10.10.10.10.10.20.20.30.20.10.10.10.20.40.50.71.01.42.03.02.92.21.61.20.80.60.40.30.20.11.31.82.53.33.41.10.20.30.60.40.81.62.93.51.81.01.61.93.53.12.41.71.41.10.80.50.40.30.20.20.10.20.10.10.20.10.10.10.20.10.30.51.01.71.72.83.13.32.51.50.52.53.22.21.61.10.60.40.20.20.10.20.10.10.10.10.10.10.10.10.10.20.10.10.12.33.13.51.90.41.33.43.32.51.81.30.90.60.40.30.20.20.20.20.20.20.20.20.20.20.20.30.40.60.81.11.50.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.40.60.81.21.61.52.12.93.42.40.60.81.21.72.53.23.31.50.71.83.33.12.41.71.20.90.60.40.30.30.20.21.81.01.33.33.12.12.11.51.00.70.40.30.20.20.20.20.20.10.20.10.10.20.10.20.10.10.20.30.20.40.30.60.60.90.91.51.52.43.31.90.82.93.12.01.20.70.430.10.20.10.60.50.32.01.41.12.53.42.83.31.41.41.01.72.43.00.30.50.81.10.10.10.20.30.10.10.10.10.10.10.10.10.20.10.10.20.10.10.20.20.20.21.00.80.60.53.32.82.11.50.60.62.33.11.82.63.22.90.10.10.10.10.20.40.60.91.31.70.20.20.20.20.20.20.20.20.231/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-105 LIGHTING PHOTOMETRIC PLAN AREA 5.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1053/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 517710/23/202310/23/2023
BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 141.82.94.03.52.21.20.70.40.20.20.20.10.20.30.40.71.21.92.42.01.30.80.50.30.20.30.40.40.50.50.40.30.20.20.30.30.30.30.30.40.50.60.70.70.60.50.30.20.20.20.40.60.91.41.61.30.90.60.40.20.10.20.40.50.70.90.80.70.50.30.20.20.21.52.63.93.52.01.10.60.30.20.10.00.30.70.30.40.50.91.62.42.61.81.10.71.40.70.40.10.10.00.00.00.00.00.10.30.82.12.90.50.81.42.73.90.10.00.00.00.00.00.00.00.20.82.73.70.40.00.00.00.00.00.20.72.33.40.00.00.00.00.20.51.52.30.00.00.00.10.40.81.21.40.00.00.00.10.30.50.70.00.00.00.10.20.30.40.00.031110.50.50.50.00.00.10.10.10.40.30.10.70.40.21.71.00.50.22.71.30.53.51.30.43.32.50.82.01.30.51.00.60.30.50.30.10.30.30.20.10.10.10.10.10.00.10.10.10.10.20.20.20.40.50.30.60.90.40.91.60.41.22.63210.50.10.30.60.01.30.40.10.10.13.60.30.20.10.20.30.30.20.70.10.30.50.70.70.70.50.20.21.21.82.21.61.00.50.30.40.54.03.72.01.00.50.30.20.30.42.31.20.60.40.30.40.71.00.60.60.30.30.40.71.22.33.14.23.10.20.30.50.81.62.83.42.41.50.90.50.20.30.40.71.11.70.40.60.91.21.20.90.70.60.60.70.80.90.90.70.60.50.40.40.50.60.70.91.42.43.12.52.032110.50.50.70.10.10.30.50.70.30.30.30.20.10.20.30.30.40.50.70.90.80.70.40.30.10.11.71.10.91.01.62.32.51.81.10.62.94.22.81.61.11.11.62.94.32.80.61.11.82.52.31.61.00.91.11.70.10.10.30.40.60.80.90.70.50.30.30.30.20.20.20.30.30.30.50.70.80.80.70.50.30.10.11.10.80.91.42.02.41.81.10.72.94.33.01.61.11.11.52.64.23.10.81.11.82.52.31.61.00.91.01.60.40.50.60.70.80.90.90.70.60.40.30.50.81.11.10.90.80.60.40.30.50.81.52.53.02.21.40.90.50.50.71.32.53.71.71.00.60.50.81.43.12.10.90.40.42.93.91.60.60.22.22.51.80.71.11.41.20.71.01.20.90.61.01.41.32.232211110.50.50.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.40.60.81.20.10.10.10.10.01.72.43.12.91.80.30.20.10.10.61.93.33.01.30.90.60.42.01.51.00.72.63.22.71.90.30.20.13.22.50.70.60.00.01.41.92.73.20.00.00.00.40.50.70.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.50.81.21.71.72.73.22.61.01.03.03.12.51.81.30.90.70.50.30.20.10.10.10.00.00.00.10.10.10.10.20.20.20.20.20.10.10.20.10.10.10.10.10.10.20.30.50.71.11.51.92.32.92.93.41.61.22.13.42.62.01.50.90.80.60.30.30.20.10.10.10.10.20.10.10.20.10.10.10.10.10.20.20.10.10.20.20.30.20.40.50.70.10.10.10.10.10.10.10.10.10.50.30.21.61.10.73.13.22.42.00.81.12.22.93.50.81.11.40.30.30.40.20.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.30.20.11.20.80.53.22.61.71.00.82.92.12.83.42.90.81.01.41.70.30.30.40.50.20.20.20.20.20.10.10.20.10.10.70.40.21.91.40.92.53.42.82.81.10.02.53.21.01.20.40.40.20.10.10.10.10.10.10.10.10.10.20.60.73.33.41.81.01.63.30.40.10.30.60.90.10.10.20.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.50.40.41.81.41.02.83.42.82.61.11.21.92.60.30.60.90.10.10.20.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.40.40.31.41.10.82.63.42.93.21.31.11.82.43.00.60.91.20.20.30.40.10.20.20.10.20.20.10.20.20.10.20.20.30.30.60.51.10.81.61.32.63.31.40.73.40.10.10.02.91.32.02.93.42.50.91.02.53.22.61.91.41.00.70.50.30.20.20.10.10.10.00.01.70.50.71.01.40.10.10.10.00.01.00.10.10.20.30.10.10.10.10.10.61.00.00.10.10.10.10.10.10.10.00.70.00.10.10.10.10.00.40.10.10.10.10.10.00.00.30.40.10.10.10.10.10.00.00.00.10.30.10.10.10.00.00.10.10.00.00.00.00.00.10.10.20.20.20.10.00.00.00.10.10.10.10.10.10.10.10.20.10.10.10.10.20.10.10.00.00.10.00.00.00.00.00.00.00.00.10.20.30.60.40.81.60.20.00.60.50.30.00.02.01.41.10.00.00.02.53.42.80.00.00.03.31.41.40.10.00.01.01.72.43.00.10.10.30.50.81.10.10.10.10.10.20.30.10.10.10.10.10.20.10.10.10.10.10.20.10.10.10.10.20.20.10.10.10.10.20.10.10.10.10.20.10.20.20.20.20.40.50.61.00.80.60.51.11.52.03.32.82.11.53.03.42.00.60.62.33.11.31.83.33.22.21.82.63.22.91.20.80.50.30.20.10.10.10.10.20.40.60.91.31.70.20.20.20.20.20.20.20.20.230.11/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-106 LIGHTING PHOTOMETRIC PLAN AREA 6.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1063/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 617810/23/202310/23/2023
BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 140.71.30.10.50.70.60.30.30.30.30.40.50.70.70.50.40.40.71.41.61.30.40.92.03.63.00.30.71.53.13.10.10.20.40.81.50.10.10.20.40.70.70.40.20.10.11.50.80.40.20.13.11.50.70.30.10.53.03.92.21.00.40.41.51.91.70.90.40.60.20.50.91.01.00.70.60.30.10.50.81.00.90.70.30.10.10.61.11.71.51.10.20.10.10.10.30.61.53.03.20.10.10.30.50.20.51.12.53.70.20.40.71.20.20.30.61.20.20.40.71.50.20.20.20.30.60.20.61.43.20.60.30.20.10.20.30.82.03.52.41.30.60.30.10.30.81.51.74.22.51.10.40.20.30.60.80.73.02.81.30.60.20.20.40.40.31.11.41.51.10.50.20.30.30.20.60.90.90.70.40.30.40.40.20.40.60.90.90.80.60.70.60.40.40.91.61.61.31.31.51.20.60.30.51.12.43.42.63.13.21.60.70.30.20.40.81.93.63.92.81.30.60.30.10.10.10.30.51.01.91.40.70.30.20.10.00.00.20.20.20.10.20.20.50.60.30.20.10.00.00.00.10.10.20.30.50.70.80.80.60.50.30.20.10.00.00.00.10.10.20.40.81.32.22.62.11.30.80.40.00.10.10.30.61.12.23.44.02.933222111110.50.50.50.50.51.11.80.50.71.00.20.40.30.00.00.10.00.00.00.10.10.10.20.20.20.40.50.40.20.90.90.61.81.40.63.13.11.30.54.12.20.80.32.11.00.41.50.80.40.20.60.30.20.10.20.20.20.30.20.50.50.31.10.90.62.11.60.80.30.10.10.10.32.71.20.40.10.10.20.34.01.30.40.10.10.10.23.11.20.40.10.00.12.41.80.90.30.11.00.60.22110.50.10.20.00.00.00.00.00.00.10.10.00.00.00.20.20.20.10.00.40.50.50.30.10.40.71.11.10.80.41.02.02.62.00.20.40.92.24.32.70.40.30.30.61.22.40.00.00.01.40.70.40.30.40.60.10.00.00.00.00.00.04.02.61.20.60.40.30.20.20.10.10.10.10.10.10.10.10.30.81.32.12.92.51.40.70.40.20.30.40.50.50.50.40.30.20.20.30.60.81.11.10.80.50.71.01.61.71.51.00.70.40.30.30.40.40.41.93.24.53.11.81.00.62110.50.50.12.93.71.51.91.70.61.01.31.20.90.51.01.61.61.20.51.22.53.12.40.20.51.02.34.20.61.22.33210.40.60.40.91.91.42.82.22.13.41.11.12.52.63.31.72.11.00.40.50.20.10.10.00.00.00.00.00.00.20.10.20.10.20.30.20.20.20.20.40.20.61.41.02.31.62.93.31.02.31.33.03.52.02.51.20.50.60.30.10.10.10.10.00.10.00.10.10.10.10.10.10.20.10.20.20.20.30.20.40.90.61.40.92.62.13.23.21.42.20.70.13.23.50.10.11.72.30.10.11.11.30.10.60.10.20.30.10.10.10.10.10.10.10.00.10.10.10.10.10.10.10.10.10.10.10.20.10.10.10.10.10.10.20.10.10.10.20.10.10.20.20.20.30.50.30.30.40.70.51.61.10.92.41.81.43.42.21.31.93.32.91.90.22.61.22.73.31.42.41.92.53.43.01.22.10.50.71.31.00.20.30.70.60.40.10.10.20.20.10.10.10.10.10.00.40.30.20.00.00.01.30.90.60.40.00.00.00.10.10.11.11.12.73.42.81.90.20.30.50.71.01.42.02.93.42.8310.50.10.10.00.20.20.20.20.20.20.20.30.10.20.00.10.20.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.10.00.00.10.00.20.00.00.50.10.00.60.90.40.21.10.70.41.91.61.22.82.61.93.43.42.91.81.31.51.02.10.31.82.72.63.33.41.82.42.50.91.11.60.40.51.11.00.20.20.60.10.10.40.20.10.10.20.20.20.10.10.10.10.20.30.20.10.10.00.40.20.10.10.00.60.30.20.20.20.10.10.90.20.20.20.20.20.20.01.41.90.90.70.50.30.21.02.93.42.31.01.22.83.32.71.91.33.42.50.70.72.52.20.11.90.20.50.10.00.10.10.10.10.10.10.10.10.10.10.10.10.20.10.20.10.10.10.10.10.10.10.10.10.10.10.10.40.30.70.51.22.62.03.42.90.10.01.60.12.01.10.13.30.11.72.40.11.11.50.10.40.70.10.30.50.10.10.20.10.00.10.20.10.00.10.20.10.00.10.10.10.10.20.10.10.20.10.10.30.10.10.70.11.20.10.12.00.13.10.30.23.00.60.40.71.01.51.92.11.62.63.33.12.42.72.41.02.61.81.50.71.31.20.93.30.70.52.02.90.41.31.90.20.40.80.10.30.50.10.20.10.10.20.10.10.20.10.10.10.10.10.20.10.10.10.10.10.10.10.10.10.10.10.10.00.10.10.10.00.10.10.00.00.00.10.00.00.10.10.10.00.00.00.00.10.10.10.10.10.10.00.00.10.10.10.10.10.10.20.20.210.50.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.20.10.10.10.10.60.10.11.20.12.93.40.12.02.70.10.71.30.10.10.50.80.10.30.10.10.20.20.20.10.20.20.10.20.10.20.20.10.20.10.10.10.10.10.10.10.10.10.10.10.10.20.10.10.20.10.10.10.10.10.10.10.10.20.20.60.51.51.10.03.22.40.00.00.01.22.80.00.00.01.83.42.51.10.20.41.01.82.73210.11/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-107 LIGHTING PHOTOMETRIC PLAN AREA 7.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1073/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 717910/23/202310/23/2023
BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 140.01.61.00.70.60.60.80.90.90.70.50.40.30.30.50.91.62.70.00.00.00.00.81.42.33.63.82.31.30.80.70.81.22.02.92.81.81.00.60.40.30.40.71.22.23.43.22.01.20.70.40.20.10.10.10.10.10.10.00.00.00.60.70.70.60.60.70.91.21.51.31.00.70.60.71.01.72.73.20.80.40.30.30.40.60.91.11.20.90.70.40.30.10.10.20.30.30.40.30.20.10.10.30.30.50.81.41.91.81.30.90.70.50.50.50.50.40.30.30.30.30.20.10.10.10.20.40.60.91.00.80.50.30.21.30.70.50.40.50.91.73.24.53.12.11.20.61.01.72.52.51.60.90.50.40.50.91.10.60.40.40.61.14.33.11.60.90.60.60.91.62.90.30.21.81.00.60.50.61.12.34.03.22.30.30.30.50.91.51.71.30.90.60.20.30.50.60.70.60.50.30.20.20.30.30.40.40.40.40.20.40.60.80.90.70.40.20.01.31.92.11.20.60.30.10.00.00.04.03.21.50.60.30.10.10.03.02.00.90.50.20.10.11.80.90.50.30.10.10.10.40.20.10.10.20.40.10.10.10.30.51.00.10.10.20.51.12.20.10.30.82.04.20.20.41.02.22.92.30.20.40.81.31.20.90.30.50.60.50.30.20.30.30.20.10.10.10.10.10.20.10.20.40.40.50.80.70.41.51.20.60.22.72.11.00.30.10.20.50.93.41.20.40.10.30.81.92.33.61.20.40.20.41.43.62.92.31.00.40.30.61.93.91.71.30.70.30.30.71.72.70.90.70.50.30.30.61.11.80.40.50.71.00.20.40.30.00.00.13332222211111110.50.50.50.50.50.50.50.10.10.00.80.00.00.40.50.00.00.00.10.20.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.20.20.20.10.00.40.50.50.30.10.40.71.11.10.83.01.90.90.50.20.41.02.02.64.13.11.40.60.30.10.10.20.40.91.92.01.20.60.30.10.00.00.00.40.80.70.40.20.10.00.00.00.00.40.30.10.10.00.00.00.00.00.00.20.20.10.10.10.10.10.10.10.10.30.20.30.40.50.50.50.40.30.71.01.61.7321110.50.50.10.10.30.30.61.50.30.50.81.70.60.40.30.50.81.30.70.40.30.42.81.30.60.30.23.04.12.10.90.41.62.11.70.80.40.40.70.90.90.60.10.20.40.40.40.20.20.10.20.20.40.50.50.20.10.90.90.31.8110.50.14.32.83.01.41.71.50.81.11.31.00.91.41.51.20.61.62.72.40.41.33.23.70.30.71.73.20.30.40.81.40.70.40.30.40.61.50.80.50.30.33.11.80.80.43.73.51.40.52.32.61.60.71.01.21.10.60.40.60.60.40.30.30.30.30.30.20.30.50.40.30.40.70.80.80.81.51.70.61.83.30.41.23.13.90.20.61.42.70.30.61.10.10.20.50.80.10.20.30.00.00.10.00.00.00.00.03221110.50.40.30.30.30.20.30.30.30.50.40.30.60.80.41.01.50.72.02.80.31.13.50.41.43.20.51.22.20.40.81.30.20.30.50.10.20.30.10.10.10.00.00.00.00.00.00.03210.52.33.02.72.01.41.01.41.92.83.42.80.20.20.90.60.40.30.20.20.10.20.20.20.10.20.20.30.40.50.10.10.10.10.20.20.20.20.20.20.10.10.10.10.10.10.10.10.10.10.10.10.10.80.50.30.20.10.10.10.00.00.00.00.00.00.10.10.21.81.41.83.33.22.21.30.70.20.30.61.01.52.12.33.03.43.13.32.00.81.11.50.51.70.20.30.43.53.02.20.10.10.11.41.10.60.40.30.20.10.10.10.10.10.00.00.10.00.10.00.10.10.00.10.10.10.20.30.60.91.62.23.32.92.61.11.23.53.12.42.11.20.60.50.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.10.00.10.10.00.10.00.10.00.00.00.00.22.02.52.51.01.02.62.21.70.1321.91.21.50.70.30.40.20.10.10.10.10.20.10.20.10.10.20.10.20.20.10.10.10.10.10.10.10.00.00.00.00.00.12.30.72.63.21.41.02.53.40.10.00.50.90.51.41.01.72.83.41.51.20.12.92.42.73.31.82.31.10.70.40.20.20.10.10.10.10.10.10.10.10.20.10.20.10.10.10.10.10.10.10.10.10.10.10.20.40.80.50.91.72.83.23.22.10.62.53.03.52.61.61.01.10.70.40.20.20.10.10.00.00.00.00.00.00.00.00.00.10.20.30.40.60.50.10.10.10.10.10.10.20.30.40.50.91.21.72.53.23.31.11.02.23.52.72.11.40.80.60.40.20.10.10.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.20.20.20.20.20.20.20.30.10.20.00.10.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.73.42.82.01.51.10.80.60.40.30.02.10.20.11.71.20.13.32.40.02.70.01.90.01.40.90.70.50.40.30.20.20.20.20.30.40.6310.00.00.00.00.00.20.10.20.10.20.70.90.11.21.50.10.11.82.40.20.23.30.30.32.00.40.60.51.31.71.02.63.42.21.72.53.32.61.50.52.40.91.01.00.53.50.31.82.80.11.11.70.10.70.10.20.40.10.10.20.10.10.20.10.10.30.20.30.20.20.20.10.20.10.10.10.10.10.210.50.20.10.10.10.10.10.10.10.10.10.10.20.10.10.20.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.10.00.20.20.20.10.10.20.20.20.20.20.10.10.10.10.10.02.41.81.30.90.70.20.20.20.30.50.71.01.52.13.03.40.00.03.52.00.61.22.83.21.11.53.03.22.61.81.30.90.60.30.20.00.00.81.11.52.12.70.20.10.10.10.10.10.10.10.10.00.20.20.30.30.40.60.10.20.20.20.30.30.10.10.10.20.20.20.10.10.10.60.50.31.41.11.21.23.42.93.11.82.21.50.90.60.30.20.40.10.30.10.20.10.20.10.10.10.10.10.10.10.20.20.40.40.80.71.31.12.21.73.32.62.52.90.61.52.61.53.33.02.22.61.31.70.71.10.40.60.20.40.10.20.10.10.10.10.10.10.10.10.10.10.20.20.10.10.20.20.40.60.11.01.30.10.22.02.73.40.12.20.60.11.73.23.30.10.12.41.60.11.10.70.10.50.30.00.10.20.10.00.10.10.00.10.10.00.00.10.10.00.00.10.10.00.00.10.10.10.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.20.10.10.20.10.10.10.10.10.10.10.10.20.20.60.50.01.51.10.03.22.40.00.00.01.22.80.00.00.01.83.42.51.10.20.41.01.82.73210.11/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-108 LIGHTING PHOTOMETRIC PLAN AREA 8.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1083/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 818010/23/202310/23/2023
BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 140.30.31.30.73.32.21.20.60.40.21.12.02.84.13.61.91.00.50.30.20.30.50.81.31.92.21.61.00.50.30.20.20.30.40.60.70.80.70.50.30.30.40.50.50.40.30.20.40.60.70.70.50.51.11.51.41.10.61.32.93.20.41.02.43.90.30.61.22.20.10.30.51.00.10.10.20.30.10.10.10.10.20.10.10.60.30.11.60.80.40.12.30.90.34.52.30.70.23.11.50.51.81.60.80.31.32.33.54.32.71.50.80.51.00.80.50.30.40.40.30.30.30.50.81.31.81.81.40.90.60.40.20.20.30.40.50.50.40.70.60.40.50.70.91.10.90.70.40.30.20.30.40.50.50.50.50.30.30.20.20.30.50.81.11.41.20.80.50.30.40.60.61.51.00.91.22.02.92.61.71.00.60.30.10.30.71.22.03.13.82.31.20.60.40.20.10.00.20.40.80.93.64.02.41.31.11.21.93.34.12.91.70.90.50.20.10.00.00.00.00.00.20.61.31.70.40.71.11.72.21.71.20.80.81.20.40.20.10.00.00.00.00.10.31.02.52.80.10.10.20.30.50.60.70.70.50.40.00.00.00.10.51.54.20.30.40.30.30.20.10.20.20.30.20.00.20.61.83.30.50.60.81.00.90.70.40.20.10.10.20.61.42.31.61.00.91.11.82.62.61.71.10.60.30.60.93.24.22.61.41.11.11.73.14.20.40.50.60.71.11.82.41.91.30.90.81.10.50.50.40.10.30.50.70.80.80.60.51.10.70.50.20.10.20.30.30.31.81.00.40.12.81.20.43.61.10.33.12.40.81.91.30.51.00.70.30.60.60.40.30.30.30.20.30.30.30.50.40.3332222221111111110.50.50.50.50.50.50.50.10.10.10.10.10.10.20.30.10.10.10.10.10.10.10.10.10.10.20.10.10.50.30.80.51.22.52.03.33.11.42.10.63.23.42.31.40.80.40.20.20.10.10.00.00.00.00.00.00.00.00.10.00.10.10.10.10.10.10.10.10.10.20.20.50.60.81.41.92.63.32.61.00.52.53.32.81.91.30.90.60.40.30.20.10.10.10.10.20.10.10.10.10.10.10.20.10.10.10.10.10.10.20.30.20.20.20.20.20.10.10.10.10.10.10.10.10.10.10.00.00.00.10.10.11.40.90.50.30.20.10.10.00.10.30.50.81.42.02.83.12.53.42.91.70.92.20.81.22.81.20.13.53.32.61.81.92.51.10.80.60.50.70.80.30.20.10.10.30.20.30.00.00.00.20.20.10.00.00.00.10.10.10.00.10.10.10.00.10.10.10.00.10.10.10.10.10.40.30.10.21.51.00.60.22.13.43.10.42.91.60.60.61.72.43.10.60.81.10.30.30.30.20.10.10.20.10.10.10.10.10.10.10.10.10.1313.33.41.40.51.83.43.12.40.30.40.60.91.21.72.32.92.21.61.10.80.60.40.30.20.10.10.10.10.10.10.10.20.20.30.20.10.10.10.10.10.10.10.10.10.10.10.20.20.20.10.10.10.10.20.20.10.10.10.50.20.20.20.10.10.10.21.00.80.60.50.10.10.10.00.23.02.41.71.30.00.00.00.10.10.21.53.13.00.00.00.00.00.00.00.13.13.42.11.01.52.10.30.40.70.10.10.20.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.80.60.52.41.81.31.23.13.13.52.41.01.32.02.70.30.60.90.10.10.20.10.40.20.10.20.10.10.10.10.10.10.10.20.10.20.10.20.10.10.10.10.10.10.10.10.00.10.00.10.10.10.10.10.20.30.40.71.10.91.42.33.32.72.70.61.91.03.43.22.51.71.30.81.00.6310.10.80.60.40.30.20.23.12.31.70.51.62.80.60.91.31.82.43.42.81.31.32.63.32.71.81.31.00.70.40.30.20.10.10.10.10.10.10.20.20.10.20.20.20.30.10.10.10.20.20.20.10.10.10.60.50.31.41.11/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-109 LIGHTING PHOTOMETRIC PLAN AREA 9.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1093/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 918110/23/202310/23/2023
BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 140.20.20.20.30.20.10.40.50.50.30.60.91.00.80.61.52.21.90.61.53.63.30.40.92.13.20.40.51.01.80.80.50.40.50.81.80.90.50.40.43.41.90.80.40.23.63.01.30.51.51.92.01.20.50.81.11.20.90.50.40.71.11.21.00.40.91.82.01.60.41.12.44.03.00.20.40.71.63.10.10.20.40.81.50.20.10.10.20.40.50.30.10.10.11.20.60.30.10.13.22.51.10.50.33.43.61.70.70.31.31.82.01.40.70.71.11.21.00.60.61.11.31.20.80.30.71.52.42.20.30.71.63.43.80.20.51.02.00.10.10.30.50.90.10.10.10.20.40.70.40.20.10.11.60.80.40.20.13.31.60.70.32.93.72.21.00.41.51.91.70.90.41.31.20.91.61.22.433222111110.50.50.10.10.10.10.10.10.10.10.10.10.10.10.10.20.10.30.20.60.41.00.71.61.22.52.13.03.21.72.81.40.62.81.93.42.41.11.40.70.80.40.50.20.30.20.10.10.10.10.10.20.10.20.10.20.30.20.30.20.70.41.00.71.52.82.33.23.31.12.51.13.21.62.11.01.20.50.20.30.10.10.10.10.00.10.10.10.10.10.20.10.20.10.10.20.10.20.10.50.30.70.51.12.21.73.12.72.41.50.63.32.12.81.31.70.80.30.40.10.10.10.00.00.00.10.00.10.10.10.10.10.10.20.10.20.10.40.30.60.40.91.91.42.220.10.10.20.10.20.10.20.10.20.10.20.10.10.10.10.10.20.20.20.40.30.70.61.12.31.83.42.72.01.10.83.32.60.92.50.71.50.51.00.10.30.10.20.10.10.20.10.10.10.20.10.10.10.10.10.10.10.10.10.00.00.10.10.10.30.20.50.41.11.02.11.73.32.60.42.41.11.13.42.02.81.31.80.50.80.30.60.20.10.20.10.20.10.10.10.10.10.10.10.10.10.00.10.00.10.10.20.10.30.30.61.41.12.31.73.53.20.62.31.22.93.42.02.71.30.50.11/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-110 LIGHTING PHOTOMETRIC PLAN AREA 10.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1103/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 1018210/23/202310/23/2023
BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 140.20.70.40.90.20.50.90.20.40.70.20.20.30.40.40.30.21.00.60.30.11.60.90.40.12.51.00.33.83.00.90.33.32.10.71.91.10.41.11.00.60.20.60.50.40.20.30.30.20.00.00.00.00.10.20.20.10.00.00.00.10.10.20.20.00.00.00.00.10.30.40.40.00.10.20.50.70.70.10.41.01.40.20.82.02.80.41.33.80.61.73.30.30.71.42.40.40.61.00.60.50.51.30.80.50.41.80.80.43.91.70.63.22.61.00.41.71.81.20.51.00.90.60.60.70.60.40.40.60.70.60.40.71.11.10.30.81.82.30.30.71.84.10.30.51.12.42.90.70.60.71.12.01.40.90.60.60.92.81.80.90.50.43.71.70.70.33.32.20.90.41.61.50.90.40.70.80.60.40.30.40.40.30.20.20.20.20.20.30.20.10.40.50.50.30.60.91.00.80.61.52.21.90.61.53.60.43221110.50.50.50.50.53.82.01.71.20.40.70.80.70.50.30.20.40.40.40.40.40.30.30.40.60.81.00.90.70.50.40.81.52.32.82.01.20.70.40.10.71.22.53.83.12.91.80.80.30.10.00.00.10.40.71.42.70.00.00.00.10.10.30.70.30.50.90.00.10.20.40.71.32.50.10.10.10.10.30.51.12.34.23.20.20.10.10.30.51.01.82.31.81.20.60.40.20.40.60.80.90.70.50.30.20.90.50.20.30.30.40.30.20.20.20.22.31.20.50.20.20.30.40.60.60.50.43.01.20.40.40.71.11.51.71.20.70.40.23.92.40.82.73.93.31.70.80.50.20.12.31.30.52.31.20.60.30.10.10.01.21.10.60.60.30.10.10.00.60.50.30.00.30.40.30.20.20.20.20.30.30.30.50.50.50.50.91.00.41.21.91.90.82.43.40.51.43.50.20.61.42.70.30.61.10.30.30.50.80.60.40.30.31.50.80.50.32.00.90.44.12.00.70.33.22.61.00.41.61.71.10.50.80.90.80.50.40.70.70.50.30.60.80.70.71.21.30.71.82.72.30.51.43.73.30.30.81.93.10.20.40.81.50.10.20.30.60.10.10.10.20.10.10.10.50.30.10.11.10.60.30.12.51.20.60.32.74.42.20.90.42.22.82.31.10.51.21.61.61.20.60.81.51.71.40.30.81.72.92.70.30.61.53.44.20.30.50.81.72.90.50.80.433322222111110.50.50.50.50.50.50.51.00.60.30.32.61.40.70.50.40.50.90.70.40.40.50.91.72.90.20.30.61.32.94.50.30.61.20.41.60.81.10.90.50.70.90.80.71.01.00.51.11.60.82.23.00.41.43.90.61.73.20.30.61.30.30.50.90.10.20.40.50.30.20.20.20.50.30.21.20.60.30.22.81.40.60.34.32.91.10.42.83.01.50.61.41.71.50.81.11.31.01.51.22.43221110.50.50.60.30.20.20.10.10.10.10.00.10.10.00.10.10.00.10.10.10.10.10.10.10.10.10.10.10.10.20.20.50.60.91.42.02.83.41.92.61.01.23.13.22.11.61.00.70.50.30.20.20.10.20.10.10.20.10.10.10.20.10.10.20.30.20.30.50.80.61.01.62.53.31.91.02.93.02.01.20.80.50.30.20.20.20.20.20.20.20.20.10.20.10.10.10.10.10.10.10.10.10.10.10.20.10.30.20.60.41.00.71.61.32.53.42.91.10.60.30.12.90.00.00.70.30.00.00.00.00.00.00.00.00.00.00.10.00.10.10.00.10.10.10.10.10.10.20.10.10.20.10.10.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.10.10.20.40.20.60.91.30.12.02.70.13.52.41.30.11.33.03.00.13.12.41.70.11.00.80.50.10.40.30.20.10.10.10.00.00.10.00.00.00.10.10.00.00.10.00.00.10.10.00.10.00.20.10.10.20.10.50.10.60.11.11.42.43.13.13.01.00.63.13.42.31.41.00.70.40.30.20.10.10.10.10.10.10.10.20.20.20.10.20.10.10.10.20.20.30.50.30.90.61.01.72.93.31.21.40.03.12.83.32.21.30.80.50.20.30.10.10.10.10.10.10.10.10.10.10.10.10.10.20.10.20.10.20.10.30.70.51.10.71.61.12.52.83.41.32.01.70.13.41.92.61.21.50.70.30.410.50.10.91.43.23.22.41.71.00.80.40.30.10.10.10.10.10.10.10.20.10.20.10.10.10.10.10.20.10.20.10.30.20.20.30.30.50.61.11.42.12.83.02.11.40.01.73.13.53.02.21.40.90.60.40.20.10.10.10.10.10.10.10.10.10.10.20.10.20.10.10.20.20.30.50.30.90.51.41.01.72.83.410.10.20.10.20.30.50.61.01.32.12.83.02.00.01.11.63.43.33.11.80.02.01.30.70.10.90.50.30.10.30.20.10.10.10.10.10.10.10.10.10.10.20.20.20.10.30.20.20.10.10.20.20.10.10.10.10.00.10.00.00.00.10.00.00.00.10.10.10.10.20.20.30.40.30.50.71.00.61.72.30.83.23.41.21.00.62.21.72.83.42.52.32.41.81.13.31.10.80.53.00.30.20.11.70.10.10.10.50.10.10.12.30.10.10.13.10.20.10.12.80.10.10.12.00.20.10.10.11.11.50.10.10.10.80.10.10.10.00.60.10.00.00.00.30.00.00.00.00.10.00.00.00.0310.10.10.20.20.30.30.50.91.41.21.92.93.31.91.03.13.13.12.41.50.91.20.70.40.20.10.20.20.10.10.20.10.20.10.20.10.20.10.20.20.20.20.30.40.40.70.61.21.02.01.63.12.43.23.10.51.81.81.23.52.92.42.91.41.90.81.20.40.70.20.40.10.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.10.20.10.20.10.20.10.20.10.10.10.10.10.20.20.20.4310.20.10.10.10.10.10.10.20.50.71.21.82.53.52.60.51.43.33.02.21.31.61.00.60.80.40.20.30.20.10.10.10.10.10.10.10.10.10.20.10.10.20.10.10.20.10.10.20.10.10.10.20.30.50.50.90.81.51.32.13.22.60.52.03.43.02.22.81.81.10.70.40.20.20.30.10.20.20.20.20.10.10.10.20.10.10.10.10.10.10.00.00.00.00.00.10.10.30.51.01.81.43.02.23.30.01.03.11.63.23.32.10.81.30.50.90.30.60.20.20.10.20.10.20.10.120.10.40.40.20.30.20.20.10.20.10.20.10.20.10.10.10.10.10.10.10.10.10.20.40.71.22.01.73.12.73.31.21.23.42.93.11.82.21.51/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-111 LIGHTING PHOTOMETRIC PLAN AREA 11.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1113/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 1118310/23/202310/23/2023
BMH: 14BMH: 14BMH: 14BMH: 14BMH: 14BMH: 140.20.10.20.10.00.00.00.00.10.10.00.00.10.10.20.30.40.10.10.10.30.50.81.00.90.70.40.30.20.40.81.52.42.41.71.10.60.30.30.51.01.90.40.71.42.94.52.71.30.40.20.20.40.81.63.14.53.00.40.91.72.80.10.30.50.81.52.22.11.51.00.60.40.81.50.30.50.70.80.80.70.60.50.40.20.30.10.40.50.60.70.80.70.50.00.00.01.11.72.11.61.00.50.00.00.03.44.12.21.00.60.30.30.10.10.02.61.40.70.50.40.50.90.20.20.10.70.40.40.50.50.30.20.80.50.22.21.30.60.23.11.80.74.41.80.52.91.20.42.01.60.81.10.90.50.70.90.80.71.01.00.51.12110.50.50.50.50.10.30.40.50.50.50.40.60.40.20.30.40.61.01.61.81.61.10.70.40.20.10.10.30.50.30.20.30.61.01.93.24.53.11.91.00.60.30.20.20.30.61.22.20.30.20.20.30.50.20.10.10.30.50.91.73.24.02.81.70.20.40.71.21.61.51.10.70.40.40.50.60.50.40.30.20.110.52.53.42.71.31.30.40.00.00.03.50.00.00.11.70.10.10.10.10.10.10.10.10.20.00.10.10.20.00.10.10.20.00.10.20.30.00.00.40.60.90.01.31.82.30.02.83.22.60.00.91.40.03.23.20.02.41.70.01.00.80.10.10.10.10.10.10.10.20.10.10.20.10.10.20.20.30.30.50.6321.52.12.93.42.50.60.72.63.42.80.10.10.10.10.10.20.30.50.70.60.50.30.30.20.10.00.00.00.10.10.10.10.10.10.10.10.10.20.10.10.20.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.30.20.10.130.10.10.10.10.10.10.10.10.10.10.10.10.20.30.30.30.30.20.20.20.20.20.10.10.10.80.60.40.30.20.20.10.10.10.10.10.10.20.30.40.81.11.62.23.03.31.81.41.93.42.21.61.00.70.50.30.10.00.00.00.00.00.00.00.00.00.00.10.10.20.30.30.20.20.20.20.20.20.30.50.91.21.62.53.23.31.51.02.13.52.82.11.31.00.70.40.50.30.20.20.10.10.10.10.10.10.20.10.20.10.10.10.20.10.20.30.50.61.01.320.10.10.10.00.00.00.00.00.10.10.10.20.40.60.91.42.03.03.52.30.01.31.33.13.02.41.11.00.40.40.20.30.20.20.10.20.13210.51/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-112 LIGHTING PHOTOMETRIC PLAN AREA 12.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1123/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 1218410/23/202310/23/2023
BMH: 14BMH: 140.00.10.00.00.30.10.10.00.01.30.70.30.20.10.03.82.71.20.60.30.13.13.11.60.70.30.11.31.51.10.60.30.60.70.60.40.30.50.40.30.10.20.40.50.40.20.20.50.70.80.60.51.01.51.40.41.02.53.10.20.71.94.20.40.92.12.90.20.50.91.60.20.40.70.20.20.30.40.40.30.21.00.60.30.11.60.90.40.12.51.00.33.00.90.32.10.70.40.21110.50.50.50.00.00.00.00.00.00.00.00.00.00.00.10.00.10.10.10.00.10.00.10.00.10.00.10.00.10.10.20.10.40.20.80.51.20.91.91.62.72.62.63.31.71.40.51.93.32.71.70.80.60.30.20.20.10.10.10.10.00.10.10.00.10.10.00.10.10.10.10.10.10.00.00.00.00.00.00.00.00.10.10.30.20.60.41.31.02.92.12.13.20.61.52.53.02.01.30.80.50.30.20.10.10.10.00.10.10.00.10.10.10.10.10.10.10.10.10.10.10.10.10.20.30.60.81.21.72.31/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-113 LIGHTING PHOTOMETRIC PLAN AREA 13.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-1133/1/230'30'60'SCALE: 1" = 30'15'LIGHTING PHOTOMETRIC PLAN
AREA 1318510/23/202310/23/2023
1/22/2016 9:07:15 AM\\DEWBERRY.DEWBERRYROOT.LOCAL\OFFICES\FAIRFAX\ABES\TOLK\PROJECT_DELIVERABLE_DATA\PROJECTS\50128634 -WILLOW RUN SITE LIGHTING\CAD\CURRENT FILES\ELEC\E-501 ELECTRICAL SCHEDULES.DWG
NOT FOR CONSTRUCTIONPRELIMINARY DOCUMENTSDrawn ByPlan NumberChecked ByDesigned ByFile NumberSheetScaleDate186OfWILLOW RUN
SUBDIVISION PLANCOUNTY REVISIONSDATENO.DESCRIPTIONBYDEWBERRY REVISIONSDESCRIPTIONDATENO.BYDewberry
Engineers Inc.
13575 HEATHCOTE BLVD.
SUITE 130
GAINESVILLE, VA 20155-6693
PHONE: 703.468.2211
FAX: 703.468.2212Frederick County, Virginia
Back Creek Magisterial District DGGDGGDRWE-501ELECTRICAL SCHEDULES3/1/23LUMINAIRE SCHEDULEMANUFACTURERMODELVOLTAGEWATTAGENOTESBODCOOPERMODEL: LXF PA1 70 730 U T3 A BKOPTIONS: 10MSP S HSS120-277 V70 WGENERAL NOTES1.FIXTURES TO BE MOUNTED ATOP 18' FIBERGLASS POLE WITH 4'EMBEDDED BELOW GRADE, FOR A FIXTURE MOUNTING HEIGHT OF 14'ABOVE FINISHED GRADE.2.LUMINAIRES TO BE PROVIDED AS SPECIFIED WITH A HOUSE-SIDESHIELD. ANY SUBSTITUTIONS OR MODIFICATIONS MUST BE EXPLICITLYAPPROVED IN WRITING BY THE UTILITY.3.UTILITY TO PROVIDE BELOW GRADE CONDUIT REQUIREMENTS, SIZES,AND ROUTING.4.UTILITY TO PROVIDE CONDUCTORS FOR INTERCONNECTION.5.UTILITY TO PROVIDE LUMINAIRES, POLES, CONDUCTORS, ANDASSOCIATED ACCESSORIES AS SPECIFIED ON THESE DRAWINGS.6.UTILITY TO PROVIDE CIRCUITS FOR ALL LUMINAIRES.7.CONTRACTOR TO INSTALL ALL BELOW GRADE CONDUIT AS SPECIFIEDBY AND COORDINATED WITH UTILITY. CONDUIT SHALL ROUTETHROUGH UTILITY EASEMENT AREAS.18610/23/202310/23/2023