HomeMy WebLinkAbout29-19 Site PlanI-
8
1
R
o
u
t
e
3
7
Route 1
1
T
R
E
X
C
O
M
P
A
N
Y
I
N
C
.
S
I
T
E
P
L
A
N
B
U
I
L
D
I
N
G
6
-
W
I
N
C
H
E
S
T
E
R
P
L
A
N
T
L
O
T
6
3
A
1
1
0
FREDERICK
C
O
U
N
T
Y
,
V
A
-
S
H
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
O
W
N
E
R
&
D
E
V
E
L
O
P
E
R
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
3
2
2
9
S
h
a
w
n
e
e
D
r
i
v
e
W
i
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(
5
4
0
)
5
4
2
-
6
3
3
3
A
P
P
R
O
V
E
D
B
Y
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
Z
O
N
I
N
G
A
D
M
I
N
I
S
T
R
A
T
O
R
TITLE SHEET
1
LOCAL UTILITY SERVICE PROVIDERSWATER AND SEWERWINCHESTER PUBLIC UTILITIES15 NORTH CAMERON STREETWINCHESTER, VA 22601540.667.1815ELECTRIC SERVICESHENANDOAH VALLEY ELECTRIC COOP3463 VALLEY PIKEWINCHESTER, VA 22602540-450-0111TELEPHONE SERVICEVERIZON404 HILLANDALE LANEWINCHESTER, VA 22602540.665.3153CABLE SERVICECOMCAST COMMUNICATIONS195 RAINVILLE ROADWINCHESTER, VA 22602NATURAL GAS SERVICEWASHINGTON GASP. O. BOX 2400WINCHESTER, VA 22604540.869.1111
P
L
A
N
V
A
L
I
D
F
O
R
F
I
V
E
Y
E
A
R
S
F
R
O
M
A
P
P
R
O
V
A
L
D
A
T
E
PRO
J
E
C
T
LOC
A
T
I
O
N
S
C
A
L
E
1
"
=
2
0
0
0
'
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
D
A
T
E
CALL BEFORE YOU DIGCALL 811 FROM YOU CELL PHONE OR1-800-552-7001 FROM A LAND LINE.SECTION 56-265.17 OF THE CODE OF VA REQUIRES THATYOU PROVIDE THREE WORKING DAYS NOTICE TO UTILITYOWNERS BEFORE YOU EXCAVATE, DRILL OR BAST.
1
0
3
H
E
A
T
H
C
O
U
R
T
W
I
N
C
H
E
S
T
E
R
,
V
A
2
2
6
0
2
V
5
4
0
.
6
8
6
.
7
3
7
3
F
5
4
0
.
3
0
1
.
1
1
0
0
S
T
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
P
R
E
P
A
R
E
D
B
Y
C
S
1
0
1
S
I
T
E
P
L
A
N
#
2
9
-
1
9
GENERAL NOTES1.THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AND PERFORM ALL WORK, INCLUDING RESTORATION, OF ALL IMPROVEMENTS SHOWN OR IMPLIED A
S
NECESSARY FOR THE COMPLETED PROJECT READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLESTANDARDS AND CONSTRUCTION SPECIFICATIONS INCLUDING BUT NOT LIMITED TO VDOT ROAD AND BRIDGE STANDARDS, VDOT ROAD AND BRIDGE SPECIFICATIONS, AMERICA
N
WATER WORKS ASSOCIATION STANDARDS, AND FREDERICK WATER STANDARDS AND SPECIFICATIONS.2.ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIAOCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS.3.THE CONTRACTOR SHALL COMPLY WITH TITLE 59.1, CHAPTER 30 SECTION 406, ET. SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT).4.THE CONTRACTOR SHALL COMPLY WITH TITLE 56, CHAPTER 10.3, SECTION 265, ET. SEQ. OF THE CODE OF VIRGINIA (UNDERGROUND UTILITY DAMAGE PREVENTION ACT).5.ACCESS FOR EMERGENCY, SERVICE, AND UTILITY MAINTENANCE VEHICLES SHALL BE MAINTAINED.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SURVEYING STAKE OUT.7.THE OWNER WILL PROVIDE THE MATERIALS TESTING FOR THE PROJECT.8.THE ENGINEER HAS ATTEMPTED TO SHOW ALL SUBSURFACE UTILITIES. HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THISWORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY MISS UTILITY OFVIRGINIA AT LEAST 72 HOURS PRIOR TO EXCAVATING.9.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTIONACTIVITY. APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE CONTRACTOR FROM THIS RESPONSIBILITY.10.ACCESS AND UTILITY SERVICES FOR NEIGHBORING PROPERTIES IS TO BE MAINTAINED.11.THE EXISTING PAVEMENT AT ALL PAVEMENT TIE INS SHALL BE SAW CUT TO PROVIDE SMOOTH AND STRAIGHT PAVEMENT EDGES.12.ALL ROADWAY SURFACES OUTSIDE OF THE CONSTRUCTION LIMITS THAT ARE DAMAGED OR DISTURBED BY THE CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TOTHEIR PRE-CONSTRUCTION CONDITION.13.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION.14.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALLBE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER.15.ALL FILL AREAS, BORROW MATERIAL, FOOTERS, AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OFFILL, AGGREGATE, OR CONCRETE.16.ALL SUBGRADE MATERIAL AND BACKFILL IN THE UTILITY/STORM SEWER TRENCHES, SHALL BE PLACED IN TEN (10) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY ASDETERMINED BY ASTM D-698 STANDARD PROCTOR WITHIN PLUS OR MINUS 23 OF OPTIMUM MOISTURE OVER THE COMPLETE AREA/LENGTH. DENSITY TESTS SHALL BEPERFORMED BY THE SOILS TESTING FIRM.17.EXISTING STRUCTURES, TANKS, AND OTHER EXISTING FEATURES DESIGNATED TO BE REMOVED OR DEMOLISHED SHALL BE CAREFULLY REMOVED AND DISPOSED OF AT ANAPPROVED WASTE DISPOSAL SITE.DRAINAGE NOTES1."H" DIMENSIONS AND TOP ELEVATIONS SHOWN ON THE PLANS ARE MEASURED FROM THE INVERT OUT TO THE TOP OF THE STRUCTURE. "H" DIMENSIONS AND TOP ELEVATIONSARE APPROXIMATE AND ARE PROVIDED FOR ESTIMATING PURPOSES. ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS.2.ALL DRAINAGE STRUCTURES SHALL MEET THE REQUIREMENTS OF VDOT ROAD AND BRIDGE STANDARDS AND VDOT SPECIFICATIONS. SEE DETAILS IN THIS PLAN SET.3.ALL STRUCTURES SHALL HAVE VDOT STANDARD INVERT SHAPING IS-1. SEE DETAIL IN THIS PLAN SET.4.ALL STORM DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III UNLESS OTHERWISE NOTED.GRADING NOTES1.ALL EARTHWORK ON THIS PROJECT IS TO BE COMPLETED IN ACCORDANCE WITH - REPORT OF GEOTECHNICAL INVESTIGATION, TREX BUILDING 6 - PREPARED BY VIOLAENGINEERING AND DATED JULY 5, 20190. EARTHWORK IS TO BE OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER.2.ALL EXCAVATION IS UNCLASSIFIED.3.MATERIALS - THE MATERIAL TO BE USED IN EMBANKMENTS SHALL BE FREE OF FROZEN OR ORGANIC MATERIALS SUCH AS LEAVES, ROOTS, GRASS, WEEDS, AND ALL OTHERMATERIAL NOT CONSISTENT WITH CONSTRUCTION OF A STABLE, HOMOGENEOUS FILL. EMBANKMENTS SHALL NOT BE CONSTRUCTED ON FROZEN GROUND. ALL PROPOSED FIL
L
MATERIALS SHOULD BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT, AND REPRESENTATIVE SAMPLES SHOULD BE OBTAINED ONE WEEK PRIOR TOPLACEMENT OF THAT MATERIAL TO ALLOW TIME FOR COMPLETION OF THE NECESSARY LABORATORY TESTS.4.SITE PREPARATION - ALL VEGETATION, ROOTMAT, TOPSOIL, ASPHALT AND CONCRETE SHALL BE REMOVED FROM AREAS UPON WHICH EMBANKMENT WILL BE CONSTRUCTED.CLEARING SHALL EXTEND TEN (10) FEET BEYOND THE BUILDING AND PAVEMENT LIMITS, AND ONE ADDITIONAL FOOT FOR EACH FOOT OF PROPOSED FILL. TOPSOIL SHALL BESTOCKPILED AS REQUIRED BY THE E&S PLAN. ALL SLOPING AREAS UPON WHICH FILL IS TO BE PLACED SHOULD BE BENCHED OR “NOTCHED” SO THAT A SMOOTH INTERFACEBETWEEN EXISTING GROUND AND NEW FILL WILL NOT BE PRESENT. EACH LAYER OF FILL SHOULD BE BENCHED INTO THE EXISTING GROUND A MINIMUM OF 3 FEETHORIZONTALLY AND THE DEPTH OF ONE FILL LAYER. FLAT AREAS UPON WHICH FILL IS TO BE PLACED SHALL BE DEEPLY PLOWED TO ALLOW FOR BONDING WITH THE EXISTINGMATERIAL. THE CONTROLLED FILL SLOPES AND EMBANKMENTS SHOULD BE CONSTRUCTED AT THE DESIGNED 2H:1V SLOPES OR FLATTER.5.FORMATION IN LAYERS - ALL FILL LAYERS SHALL BE CONSTRUCTED WITH MATERIALS AND METHODS PRESCRIBED IN THE GEOTECHNICAL REPORT. ANY SOIL PLACED ASENGINEERED FILL SHOULD BE AN APPROVED MATERIAL, FREE OF ORGANIC MATTER OR DEBRIS WITH A MAXIMUM LIMITING LIQUID LIMIT OF 65 AND A MAXIMUM NOMINAL PARTIC
L
E
SIZE OF 5 INCHES. SHOT ROCK SHALL BE PROCESSED TO MAXIMUM NOMINAL PARTICLE SIZE OF FIVE (5) INCHES AND PLACED IN MAXIMUM NOMINAL LOOSE LIFTS OF 12 INCHE
S
.
PROCESSED ROCK FILL SHALL HAVE SUFFICIENT FINES TO FILL VOID SPACES BETWEEN LARGER PARTICLES. EXTENSIVE MOISTURE CONDITIONING OF ROCK FILL MAY BEREQUIRED. THIS RECOMMENDATION MAY BE WAIVED BY THE GEOTECHNICAL ENGINEER DEPENDING ON LOCATION OF ENGINEERED FILL WITHIN THE DEVELOPMENT.UNACCEPTABLE ENGINEERED FILL MATERIALS INCLUDE TOPSOIL, ORGANIC MATERIALS (OH, OL), CONSTRUCTION DEBRIS AND LARGE ROCK. ALL SUCH MATERIALS REMOVEDDURING GRADING OPERATIONS SHOULD BE EITHER STOCKPILED FOR LATER USE IN LANDSCAPED AREAS OR PLACED IN APPROVED DISPOSAL AREAS EITHER ON OR OFF SITE.ONSITE MATERIALS ARE SUITABLE FOR FILL MATERIAL EXCLUDING TOPSOIL. ALL FROZEN SOIL SHOULD BE REMOVED PRIOR TO CONTINUATION OF FILL OPERATIONS. BORROWFILL SHALL NOT CONTAIN FROZEN MATERIALS AT THE TIME OF PLACEMENT. ALL FROST-HEAVED SOIL SHOULD BE REMOVED PRIOR TO PLACEMENT OF FILL, STONE, CONCRETEOR ASPHALT. IT IS RECOMMENDED THAT PROCESSED SHOT ROCK BE UTILIZED AS FILL WITHIN THE UPPER FIVE (5) FEET OF FINISH SUBGRADE TO PROVIDE A WEATHER RESILIE
N
T
CONSTRUCTION AREA WHICH CAN BE UTILIZED TO REDUCE CONCRETE SLAB, PAVEMENT SECTION THICKNESS, OR FOUNDATION SIZE. THE SITE CONTRACTOR SHALL HAVEMEANS OF PROVIDING WATER AT ALL TIMES DURING STRUCTURAL FILL PLACEMENT.NORMAL FILL SHOULD BE PLACED IN LIFTS NOT EXCEEDING 10 INCHES IN LOOSE THICKNESS (UNLESS NOTED OTHERWISE) AND MOISTURE CONDITIONED TO WITHIN ±3% OF THEOPTIMUM MOISTURE CONTENT. WE RECOMMEND THAT EACH LIFT BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY OBTAINED IN ACCORDANCE WITH AST
M
D-698 (OR VTM-1), STANDARD PROCTOR METHOD. NUCLEAR DENSITY TESTING OF COARSE FILL MATERIALS WITH EXCESS PLUS ¾- INCH PARTICLES MAY BE WAIVED BY THEGEOTECHNICAL ENGINEER IF ADEQUATE VISUAL INSPECTION IS PROVIDED. RECOMMENDED TEST RESULTS SHOULD BE CONSIDERED A GENERAL GUIDELINE; ADDITIONALTESTING OF MATERIAL SHORTLY BEFORE FILL OPERATIONS COMMENCE SHOULD BE PERFORMED TO VERIFY MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OFACTUAL FILL MATERIAL. ALL AREAS RECEIVING FILL SHOULD BE GRADED TO FACILITATE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. THE UPPER SIX INCHES OFPAVEMENT SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH LATEST VIRGINIA DOT SPECIFICATIONS.AS THE EMBANKMENT IS CONSOLIDATED, THE SLOPES SHALL BE CAREFULLY DRESSED TO THE DESIRED SECTION AND MAINTAINED TO THEIR PROPER HEIGHT, DIMENSIONS, AN
D
SHAPE UNTIL THE WORK IS ACCEPTED. WHEN TRANSPORTING MATERIAL WITH RUBBER-TIRED EQUIPMENT, CARE SHALL BE TAKEN TO SEE THAT THE TRAILING UNITS DO NOTFOLLOW IN THE TRACKS OF THE PRECEDING UNIT. AT THE END OF EACH DAY'S WORK THE EMBANKMENT SHALL BE DRESSED TO SHED ANY WATER THAT MIGHT FALL DURINGTHE NIGHT.6.ALL BLASTING OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE FIRE MARSHALL'S REQUIREMENTS. THE CONTRACTOR SHALL PROTECT THE OVERHEADPOWER LINES AND TOWERS FROM FLY ROCK AND ITS ASSOCIATED DAMAGE.7.IF KARST FEATURES SUCH AS CAVES, DISAPPEARING STREAMS, OR LARGE SPRINGS ARE ENCOUNTERED DURING THE PROJECT, CONTACT WIL ONDORFF OF VA DCR(540-394-2552) TO DOCUMENT AND MINIMIZE ADVERSE IMPACTS.WATER & SEWER NOTES1.THE PUBLIC WATER AND SEWER LINES TO WHICH CONNECTIONS ARE BEING MADE ARE OWNED AND OPERATED BY THE CITY OF WINCHESTER. ALL CONSTRUCTION,CONNECTIONS AND ACTIVITIES PERTAINING TO THE WATER AND SEWER LINES SHALL CONFORM TO THE REQUIREMENTS PRESCRIBED IN THE WINCHESTER PUBLIC SERVICESSTANDARDS MANUAL WHICH CAN BE FOUND AT HTTPS://WWW.WINCHESTERVA.GOV/SITES/DEFAULT/FILES/DOCUMENTS/ENGINEERING/2017-STANDARDS.PDF2.MANHOLE RIMS, VALVE BOXES, ETC. SHALL BE ADJUSTED TO MATCH THE SURROUNDING FINISHED GRADE.3.THE CONTRACTOR SHALL COORDINATE WATER AND SEWER CONSTRUCTION WITH THE WINCHESTER PUBLIC UTILITIES DEPARTMENT.4.THE CONTRACTOR SHALL PROVIDE THE WINCHESTER INSPECTOR 24 HOURS NOTICE PRIOR TO TAPPING WATER AND/OR SEWER LINES. THE EXACT LOCATIONS FOR WATER ANDSEWER CONNECTIONS/TAPS SHALL BE DIRECTED BY THE WINCHESTER INSPECTOR DURING CONSTRUCTION.5.ALL PROPOSED WATER AND SEWER LINES WILL REQUIRE TESTING IN ACCORDANCE WITH THE WINCHESTER PUBLIC SERVICES MANUAL. THE CONTRACTOR SHALL SCHEDULETHESE TEST WITH THE INSPECTOR AND PROVIDE ASSISTANCE AS NEEDED.SURVEY NOTES1.THIS DESIGN IS BASED ON TOPOGRAPHIC AND PROPERTY SURVEY DATA PROVIDED BY MARSH & LEGGE LAND SURVEYORS, 560 NORTH LOUDOUN STREET, WINCHESTER, VA22601.2.TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED MAY 6, 2019 AND JUNE 25, 2019. BOUNDARY INFORMATION IS BASED ON ABOUNDARY SURVEY PLAT BY ERNEST S. HOLZWORTH, L.S. DATED MARCH 24, 2016 AND RECORDED IN INSTRUMENT NUMBER 160003175.3.ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THEUNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROMINFORMATION AVAILABLE.4.HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD 88 ELEVATIONS ESTABLISHED USING GPS METHODS.SIGN NOTES1.A MONUMENT SIGN IS NOT PROPOSED WITH THIS PROJECT. INTERNAL DIRECTION SIGNS WILL BE UTILIZED.
GENERAL NOTES
2
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
L
E
G
E
N
D
E
X
I
S
T
I
N
G
F
E
A
T
U
R
E
S
P
R
O
P
O
S
E
D
F
E
A
T
U
R
E
S
I
N
D
E
X
C
O
U
N
T
O
U
R
C
O
U
N
T
O
U
R
W
A
T
E
R
M
E
T
E
R
W
A
T
E
R
L
I
N
E
S
A
N
I
T
A
E
R
Y
M
A
N
H
O
L
E
S
A
N
I
T
A
R
P
I
P
E
F
E
N
C
E
G
A
S
L
I
N
E
O
V
E
R
H
E
A
D
U
T
I
L
I
T
I
E
S
P
O
L
E
T
R
E
E
T
R
E
E
L
I
N
E
G
R
A
V
E
L
P
A
V
E
M
E
N
T
E
P
R
O
P
O
S
E
D
I
N
D
E
X
C
O
N
T
O
U
R
P
R
O
P
O
S
E
D
C
O
N
T
O
U
R
W
A
T
E
R
L
I
N
E
W
A
T
E
R
M
E
T
E
R
S
A
N
I
T
A
R
Y
M
A
N
H
O
L
E
S
A
N
I
T
A
R
Y
P
I
P
E
S
A
N
I
T
A
R
Y
L
A
T
E
R
A
L
P
A
V
E
M
E
N
T
L
I
M
I
T
S
O
F
C
O
N
S
T
R
U
C
T
I
O
N
S
X
8
7
0
0
8
6
0
C
S
1
0
2
SURROUNDING
P
R
O
P
E
R
T
I
E
S
,
R
O
A
D
S
,
A
N
D
L
A
N
D
U
S
E
S
SURROUNDING PROPERTIES
ROADS & LAND USES
3
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
D
U
S
T
R
I
A
L
U
S
E
Z
O
N
I
N
G
-
M
2
G
R
A
F
T
O
N
S
C
H
O
O
L
,
I
N
C
.
.
I
N
D
U
S
T
R
I
A
L
U
S
E
Z
O
N
I
N
G
-
M
1
(
W
i
n
c
h
e
s
t
e
r
)
H
A
R
R
Y
H
A
M
I
L
T
O
N
R
E
S
I
D
E
N
T
I
A
L
U
S
E
Z
O
N
I
N
G
-
R
P
D
O
D
S
O
N
B
O
R
S
.
E
X
T
E
R
M
I
N
A
T
I
N
G
C
O
B
U
S
I
N
E
S
S
U
S
E
Z
O
N
I
N
G
-
B
2
T
H
E
Y
O
U
T
H
D
E
V
E
L
O
P
M
E
N
T
C
E
N
T
E
R
B
U
S
I
N
E
S
S
U
S
E
Z
O
N
I
N
G
-
M
1
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
V
A
C
A
N
T
Z
O
N
I
N
G
-
M
2
ANNA LEE FRYE BUSINESS USE ZONING - B3GEORGE LENGYELBUSINESS USE ZONING - B3SHREEJI GAS MART, LLC BUSINESS USEZONING - B3JALALI MOSHEN,MARIOSTRAINS, LLC, T&T-III,LLC, NAVAEI KEAVAN, JAYNEPETTLER, JOEL MILLER,JAHALI MAMOOD, SYLVIAJOHNSON, DENA, LLC, SANDYNGUYENSOUTH GATE CONDOSBUSINESS USEZONING - B2JENKINS-COOPER, LLCBUSINESS USEZONING - B2 VIRGINIA EAGLE PROPER
T
I
E
S
,
L
L
C
MANUFACTURING USEZONING - M2
H
.
P
.
H
O
O
D
,
I
N
C
.
I
N
D
U
S
T
R
I
A
L
U
S
E
Z
O
N
I
N
G
-
M
2
VALLEY AVENUE
S
H
A
W
N
E
E
D
R
I
V
E
C
S
X
R
A
I
L
R
O
A
D
S
O
U
T
H
S
I
D
E
C
H
O
F
C
H
R
I
S
T
R
E
S
I
D
E
N
T
I
A
L
U
S
E
Z
O
N
I
N
G
-
R
P
B
A
T
T
A
I
L
E
D
R
I
V
E
J
O
H
N
R
U
S
S
E
L
L
.
V
A
C
A
N
T
L
A
N
D
Z
O
N
I
N
G
-
R
A
HOG
E
R
U
N
H
O
G
E
R
U
N
C
I
T
Y
O
F
W
I
N
C
H
E
S
T
E
R
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
V
A
C
A
N
T
Z
O
N
I
N
G
-
M
2
P
R
O
J
E
C
T
S
I
T
E
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
V
A
C
A
N
T
Z
O
N
I
N
G
-
M
2
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
D
U
S
T
R
I
A
L
U
S
E
Z
O
N
I
N
G
-
M
2
C
S
1
0
3
HOG
E
R
U
N
L1 L2 225.00'S 56°47'04" EL3L4L5L6L7L8L9L10L11L12
C
1
1
3
2
.
4
3
'
S
4
7
°
0
9
'
0
0
"
E
L13
N 32°53'40" E 1480.70'
N
5
1
°
2
6
'
2
5
"
W
1
4
8
3
.
2
5
'
N
4
0
°
5
7
'
3
0
"
W
4
3
2
.
6
3
'
S 6
0
°
1
0
'
2
7
"
W
827
.
2
6
'
C4
2
2
1
.
2
8
'
S
4
7
°
2
2
'
1
9
"
E
C
2
C
3
2
1
0
.
2
4
'
S
1
9
°
0
8
'
1
2
"
W
S
0
2
°
1
3
'
5
0
"
E
2
5
2
.
1
2
'
1
2
1
.
2
5
'
S
0
9
°
1
6
'
3
9
"
E
7
1
0
.
5
6
'
S
5
4
°
3
6
'
2
4
"
E
L15 L14N 32°52'20" E 573.09'S 51°26'25" E 731.65'L16 L17 N 32°53'40" E 1027.15'
S 39°14'33" W
589.15'
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
P
I
N
6
3
A
1
1
0
6
2
.
3
2
A
C
TREX COMPANY, I
N
C
.
PIN 63 A 8711.83 AC
PROPERTY BOUNDARY
4
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
C
S
1
0
4
BUILDING 4
BUILDING 4
FINISHED GOODS YARD
R&D BUILDING
BUILDING 3
BUILDING 1
BUILDING 4
SCALES
CSX RAILROAD
ROUT
E
1
1
VALL
E
Y
P
I
K
E
HOG
E
R
U
N
SATELLITE
PARKING
AREA
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
RAIL YARD
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
OV
E
R
A
L
L
S
I
T
E
P
L
A
N
5
CS105
BUILDING 4
BUILDING 4
FINISHED GOODS YARD
R&D BUILDING
BUILDING 3
BUILDING 1
BUILDING 4ELECTRIC LINE
TO BE BURIED
SCALES
CSX RAILROAD
HOG
E
R
U
N
SATELLITE
PARKING
AREA
RAIL YARD
BUILDING 4
BUILDING 4
FINISHED GOODS YARD
R&D BUILDING
BUILDING 3
BUILDING 1
BUILDING 4
LOOP ROAD
BUILDING 6 AREA
SCALES
CSX RAILROAD
HOG
E
R
U
N
SATELLITE
PARKING
AREA
PROP. 6' HIGH BOARD ON
BOARD (TREX) FENCE
RAIL YARD
PROP. 3' HIGH BOARD ON
BOARD (TREX) FENCE
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
SE
Q
U
E
N
C
E
O
F
C
O
N
S
T
R
U
C
T
I
O
N
STAGE 1 SITE PREPARATION
Phase 1
A.Install conduits and prepare to relocate overhead electric line to underground system. Place
aggregate and concrete pads for switch gear, junctions, and transformers.
B.SVEC to pull conductors, set switches, junctions and transformers.
C.SVEC to de-energize OH electric service to Building 4, and energize underground service.
D.Building 4 returned to service.
Phase 2
A.Disconnect and terminate utilities serving the Poly to Oil Building.
B.Dismantle Poly to Oil Bldg.
C.Install erosion and sediment control measures
D.Demolish existing pavement and Poly to Oil bldg foundation, and remove landscaping items
STAGE 2 ROUGH GRADING & UTILITIES
Phase 1
A.Provide temporary access for R & D Building
B.Install Erosion & Sediment Control measures
C.Install traffic barracaides along west side of existing Shipping/Receiving Road.
D.Perform rough grading, storm drainage, and underground utility installation. Install shoring
as needed.
6
CS106
BUILDING 4
BUILDING 4
FINISHED GOODS YARD
R&D BUILDING
BUILDING 3
BUILDING 1
BUILDING 4
BUILDING 6 AREA
SCALES
CSX RAILROAD
HOG
E
R
U
N
SATELLITE
PARKING
AREA
RAIL YARD
BUILDING 4
BUILDING 4
FINISHED GOODS YARD
R&D BUILDING
BUILDING 3
BUILDING 1
BUILDING 4
SCALES
CSX RAILROAD
HOG
E
R
U
N
SATELLITE
PARKING
AREA
38'
RAIL YARD
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
SE
Q
U
E
N
C
E
O
F
C
O
N
S
T
R
U
C
T
I
O
N
7
STAGE 3 FINE GRADING AND FOUNDATION
Phase 1
A.Construct Building 6 foundations and retaining walls.
B.Perform remaining site grading.
C.Construct steel frame for Building 6.
D.Install under slab utilities, wall panels, and roof.
E.Pour floor. Install doors and finishes. Install MEP systems and energize.
F.Perform fine garding around Building 6.
G.Install curbing, pavement and pavement markings.
Phase 2 (simulitanious with Phase 1)
A.Fine grade Loop Road. Install aggregate.
B.Install foundation for scales. Install curbing and asphalt on Loop Road.
C.Install new scales and outdoor lighting.
D.Provide temporary pavement markings.
E.Activate new scales. Open Loop Road to traffic
F.Relocate existing scales
Phase 3
A.Install delineators and pavement markings at satellite parking area.
B.Install landscaping.
STAGE 4 CONSTRUCTION
Phase 1
A.Install traffic barricades to separate Loop Road traffic from construction area.
B.Install erosion control measures.
Phase 2
A.Construct new roadway area between the Loop Road and Hoge Run.
B.Eradicate old pavement markings and place new pavement markings
C.Shift traffic to new roadway segment.
Phase 3
A.Install traffic barricades to separate Loop Road traffic from construction area
B.Construct foundation for international scale and install scale.
C.Complete pavement markings, lighting and signs.
D.Remove pavement that is not a part of the finished Loop Road.
CS107
CAPITOL LANE
H
O
G
E
R
U
N
P
I
N
6
3
-
A
-
1
1
5
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
S
T
.
1
6
0
0
0
3
1
7
4
5
.
1
1
7
4
A
C
R
E
S
P
I
N
6
3
-
A
-
1
1
0
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
S
T
.
0
2
0
0
2
2
7
9
8
N
3
6
°
5
2
'
2
5
"
E
4
0
6
.
9
1
'
S
4
7
°
2
2
'
1
9
"
E
2
2
1
.
2
8
'
C
1
C
2
S
1
9
°
0
8
'
1
2
"
W
2
1
0
.
2
4
'
S
0
2
°
1
3
'
5
0
"
E
2
5
2
.
1
2
'
S
0
9
°
1
6
'
3
9
"
E
1
2
1
.
2
5
'
P
I
N
6
3
-
A
-
1
1
0
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
S
T
.
0
2
0
0
2
2
7
9
8
R
E
C
E
I
V
I
N
G
S
H
I
P
P
I
N
G
A
C
C
E
S
S
R
O
A
D
ONE
S
T
O
R
Y
CONCR
E
T
E
B
U
I
L
D
I
N
G
(BL
D
G
.
#
2
)
F.F.E.
=
7
2
3
.
6
0
O
N
E
S
T
O
R
Y
M
E
T
A
L
B
U
I
L
D
I
N
G
T
R
A
V
.
S
2
3
N
=
7
0
9
6
5
3
3
.
4
9
7
E
=
1
1
5
7
2
8
6
1
.
2
9
0
E
L
E
V
.
=
7
0
8
.
0
6
I
R
w
/
C
A
P
S
1
N
=
7
0
9
7
1
0
0
.
2
1
2
E
=
1
1
5
7
2
5
0
9
.
1
0
4
E
L
E
V
.
=
7
2
5
.
3
2
I
R
w
/
C
A
P
S
2
N
=
7
0
9
6
9
2
2
.
2
0
5
E
=
1
1
5
7
2
3
8
1
.
7
8
6
E
L
E
V
.
=
7
3
2
.
3
6
TRAV. S11 N=7096391.351 E=11572278.045 ELEV.=735.57
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
H
O
G
E
R
U
N
FINISH PRODUCT YARD FINISH PRODUCT YARD
C
O
N
C
R
E
T
E
B
U
I
L
D
I
N
G
(
B
L
D
G
.
#
4
)
F
.
F
.
E
.
=
7
3
8
.
6
0
R & D - BU
I
L
D
I
N
G
2
B
U
I
L
D
I
N
G
4
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
8
C
S
1
0
8
EXISTING CONDITIONS
MATCHLINE
S
H
E
E
T
9
CAPITOL LANE
C
I
T
Y
O
F
W
I
N
C
H
E
S
T
E
R
C
O
U
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
P
I
N
6
3
-
A
-
1
1
0
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
S
T
.
0
2
0
0
2
2
7
9
8
S
0
9
°
1
6
'
3
9
"
E
1
2
1
.
2
5
'
O
N
E
S
T
O
R
Y
C
O
N
C
R
E
T
E
B
U
I
L
D
I
N
G
(
B
L
D
G
.
#
2
)
F
.
F
.
E
.
=
7
2
3
.
6
0
O
N
E
S
T
O
R
Y
M
E
T
A
L
B
U
I
L
D
I
N
G
T
R
A
V
.
S
2
3
N
=
7
0
9
6
5
3
3
.
4
9
7
E
=
1
1
5
7
2
8
6
1
.
2
9
0
E
L
E
V
.
=
7
0
8
.
0
6
T
R
A
V
.
S
1
1
N
=
7
0
9
6
3
9
1
.
3
5
1
E
=
1
1
5
7
2
2
7
8
.
0
4
5
E
L
E
V
.
=
7
3
5
.
5
7
T
M
3
7
1
-
1
-
1
T
R
E
X
C
O
.
,
L
.
L
.
C
.
D
B
9
6
5
,
P
G
5
3
2
(
F
R
E
D
.
C
O
.
)
D
B
3
0
3
,
P
G
1
5
4
3
(
C
I
T
Y
O
F
W
I
N
C
H
E
S
T
E
R
)
P
I
N
6
3
-
A
-
1
1
0
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
S
T
.
0
2
0
0
2
2
7
9
8
CITY OF WINCHESTERPUMP STATION SITEDB 438 PG 488 PIN 63-A-86A HP HOOD, INC.DB 935 PG 739STORM WAT
E
R
D
E
T
E
N
T
I
O
N
P
O
N
D
H
O
G
E
R
U
N
F
I
N
I
S
H
P
R
O
D
U
C
T
Y
A
R
D
F
I
N
I
S
H
P
R
O
D
U
C
T
Y
A
R
D
FINISH PRODUCT YARD
R
&
D
-
B
U
I
L
D
I
N
G
2
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
EXISTING CONDITIONS
9
C
S
1
0
9
M
A
T
C
H
L
I
N
E
S
H
E
E
T
8
CAPITOL LANE
H
O
G
E
R
U
N
P
I
N
6
3
-
A
-
1
1
5
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
S
T
.
1
6
0
0
0
3
1
7
4
5
.
1
1
7
4
A
C
R
E
S
P
I
N
6
3
-
A
-
1
1
0
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
S
T
.
0
2
0
0
2
2
7
9
8
N
3
6
°
5
2
'
2
5
"
E
4
0
6
.
9
1
'
S
4
7
°
2
2
'
1
9
"
E
2
2
1
.
2
8
'
C
1
C
2
S
1
9
°
0
8
'
1
2
"
W
2
1
0
.
2
4
'
S
0
2
°
1
3
'
5
0
"
E
2
5
2
.
1
2
'
S
0
9
°
1
6
'
3
9
"
E
1
2
1
.
2
5
'
N 48°11'20" W 619.
1
3
'
9
8
.
4
4
'
N
5
4
°
3
5
'
4
4
"
W
P
I
N
6
3
-
A
-
1
1
0
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
S
T
.
0
2
0
0
2
2
7
9
8
R
E
C
E
I
V
I
N
G
S
H
I
P
P
I
N
G
A
C
C
E
S
S
R
O
A
D
ONE
S
T
O
R
Y
CONCR
E
T
E
B
U
I
L
D
I
N
G
(BL
D
G
.
#
2
)
F.F.E.
=
7
2
3
.
6
0
O
N
E
S
T
O
R
Y
M
E
T
A
L
B
U
I
L
D
I
N
G
ONE STORY METALBUILDINGF.F.E. (718.53)
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
Rem
o
v
e
Tre
e
s
R
e
m
o
v
e
T
r
e
e
s
RemoveTrees
R
e
l
o
c
a
t
e
S
h
e
d
D
e
m
o
.
E
x
.
C
o
n
c
r
e
t
e
D
e
m
o
.
E
x
.
C
o
n
c
r
e
t
e
t
o
h
e
r
e
Demo.Ex. Concre
t
e
Demo. Ex. Concrete
D
e
m
o
.
E
x
.
C
o
n
c
r
e
t
e
Demo. Ex. Concreteto beDemolished Demo.Ex. AsphaltDemo.Ex. AsphaltDemo.
E
x
.
Concr
e
t
e
Demo.
Ex. Asphalt
Demo.
Ex. Asphalt
D
e
m
o
.
E
x
.
A
s
p
h
a
l
t
D
e
m
o
.
E
x
.
A
s
p
h
a
l
t
D
e
m
o
.
E
x
.
A
s
p
h
a
l
t
RemoveTreesDemo. Ex.Concrete
Ele
c
t
r
i
c
t
o
b
e
relo
c
a
t
e
d
und
e
r
g
r
o
u
n
d
Electric to be relocatedundergroundElectric to be relocatedunderground
E
l
e
c
t
r
i
c
t
o
b
e
r
e
l
o
c
a
t
e
d
u
n
d
e
r
g
r
o
u
n
d
Electric to be relocated undergroundDemo.Ex. Concrete w/ slotteddrianage grateRemoveEx. Pipe
R
e
m
o
v
e
E
x
.
P
i
p
e
Remove Ex. Fe
n
c
e
Remove Ex. Fe
n
c
eProperty Line
to be Vacated
P
r
o
p
e
r
t
y
L
i
n
e
t
o
b
e
V
a
c
a
t
e
d
P
r
o
p
e
r
t
y
L
i
n
e
t
o
b
e
V
a
c
a
t
e
d
P
a
r
c
e
l
t
o
b
e
C
o
n
s
o
l
i
d
a
t
e
d
w
i
t
h
T
M
6
3
-
A
-
1
1
0
R
e
m
o
v
e
E
x
.
G
u
a
r
d
r
a
i
l
Demo.Ex. AsphaltRelocate FHand Valve.Abandon pipe
D
e
m
o
.
E
x
.
A
s
p
h
a
l
t
Demo.
Ex. Asphalt
Demo.Ex. Asphalt
R
e
m
o
v
e
E
x
.
G
r
a
v
e
l
R
e
m
o
v
e
E
x
.
G
r
a
v
e
l
H
O
G
E
R
U
N
FINISH PRODUCT YARD FINISH PRODUCT YARD
C
O
N
C
R
E
T
E
B
U
I
L
D
I
N
G
(
B
L
D
G
.
#
4
)
F
.
F
.
E
.
=
7
3
8
.
6
0
R
e
l
o
c
a
t
e
S
h
e
d
Demo.Ex. Asphalt Cut 1" waterline and cap Close valve on 6" waterline, cap, remove valvebox, and buryRemove 2aboveground tanks R & D - BU
I
L
D
I
N
G
2
B
U
I
L
D
I
N
G
4
R
e
l
o
c
a
t
e
S
h
e
d
R
e
m
o
v
e
L
i
g
h
t
P
o
l
e
a
n
d
t
e
r
m
i
n
a
t
e
e
l
e
c
.
Remove Light Poleand terminate elec.
T
E
R
M
I
N
A
T
E
E
L
E
C
T
R
I
C
S
E
R
V
I
C
E
T
O
O
U
T
D
O
O
R
L
I
G
H
T
S
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
DEMOLITION PLAN
1
0
C
S
1
1
0
MAT
C
H
L
I
N
E
S
H
E
E
T
1
1
CAPITOL LANE
C
I
T
Y
O
F
W
I
N
C
H
E
S
T
E
R
C
O
U
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
5
.
1
1
7
4
A
C
R
E
S
P
I
N
6
3
-
A
-
1
1
0
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
I
N
S
T
.
0
2
0
0
2
2
7
9
8
S
0
2
°
1
3
'
5
0
"
E
2
5
2
.
1
2
'
S
0
9
°
1
6
'
3
9
"
E
1
2
1
.
2
5
'
N 48°11'20" W 619
.
1
3
'
9
8
.
4
4
'
N
5
4
°
3
5
'
4
4
"
W
O
N
E
S
T
O
R
Y
C
O
N
C
R
E
T
E
B
U
I
L
D
I
N
G
(
B
L
D
G
.
#
2
)
F
.
F
.
E
.
=
7
2
3
.
6
0
O
N
E
S
T
O
R
Y
M
E
T
A
L
B
U
I
L
D
I
N
G
O
N
E
S
T
O
R
Y
M
E
T
A
L
B
U
I
L
D
I
N
G
F
.
F
.
E
.
(
7
1
8
.
5
3
)
T
M
3
7
1
-
1
-
1
T
R
E
X
C
O
.
,
L
.
L
.
C
.
D
B
9
6
5
,
P
G
5
3
2
(
F
R
E
D
.
C
O
.
)
D
B
3
0
3
,
P
G
1
5
4
3
(
C
I
T
Y
O
F
W
I
N
C
H
E
S
T
E
R
)
PIN 63-A-110TREX COMPANY, I
N
C
.
INST. 020022798CITY OF WINCHESTERPUMP STATION SITEDB 438 PG 488 STORM WATER DETEN
T
I
O
N
P
O
N
D
Remove
Trees
R
e
l
o
c
a
t
e
S
h
e
d
Demo. Ex. Concrete
D
e
m
o
.
E
x
.
C
o
n
c
r
e
t
e
Demo. Ex. Concrete
D
e
m
o
.
E
x
.
C
o
n
c
r
e
t
e
D
e
m
o
.
E
x
.
C
o
n
c
r
e
t
e
t
o
b
e
D
e
m
o
l
i
s
h
e
d
Demo.
Ex. Asphalt
Demo.
Ex. Asphalt
D
e
m
o
.
E
x
.
C
o
n
c
r
e
t
e
Demo.
Ex. Asphalt
Demo.
Ex. Asphalt
D
e
m
o
.
E
x
.
A
s
p
h
a
l
t
D
e
m
o
.
E
x
.
A
s
p
h
a
l
t
Remove
Trees
D
e
m
o
.
E
x
.
C
o
n
c
r
e
t
e
E
l
e
c
t
r
i
c
t
o
b
e
r
e
l
o
c
a
t
e
d
u
n
d
e
r
g
r
o
u
n
d
E
l
e
c
t
r
i
c
t
r
a
n
s
f
o
r
m
e
r
t
o
b
e
r
e
l
o
c
a
t
e
d
D
e
m
o
.
E
x
.
C
o
n
c
r
e
t
e
w
/
s
l
o
t
t
e
d
d
r
i
a
n
a
g
e
g
r
a
t
e
R
e
m
o
v
e
E
x
.
P
i
p
e
R
e
m
o
v
e
E
x
.
P
i
p
e
Remove Ex. Fe
n
c
eProperty Line
to be Vacated
P
r
o
p
e
r
t
y
L
i
n
e
t
o
b
e
V
a
c
a
t
e
d
P
a
r
c
e
l
t
o
b
e
C
o
n
s
o
l
i
d
a
t
e
d
w
i
t
h
T
M
6
3
-
A
-
1
1
0
R
e
l
o
c
a
t
e
F
H
a
n
d
V
a
l
v
e
.
A
b
a
n
d
o
n
p
i
p
e
D
e
m
o
.
E
x
.
A
s
p
h
a
l
t
Demo.
Ex. Asphalt
D
e
m
o
.
E
x
.
A
s
p
h
a
l
t
R
e
m
o
v
e
E
x
.
G
r
a
v
e
l
H
O
G
E
R
U
N
R
e
m
o
v
e
E
x
.
P
i
p
e
R
e
m
o
v
e
E
x
.
P
i
p
e
F
I
N
I
S
H
P
R
O
D
U
C
T
Y
A
R
D
F
I
N
I
S
H
P
R
O
D
U
C
T
Y
A
R
D
FINISH PRODUCT YARD
A
b
a
n
d
o
n
E
x
.
L
a
t
e
r
a
l
R
e
l
o
c
a
t
e
S
h
e
d
D
e
m
o
.
E
x
.
A
s
p
h
a
l
t
C
u
t
1
"
w
a
t
e
r
l
i
n
e
a
n
d
c
a
p
C
l
o
s
e
v
a
l
v
e
o
n
6
"
w
a
t
e
r
l
i
n
e
,
c
a
p
,
r
e
m
o
v
e
v
a
l
v
e
b
o
x
,
a
n
d
b
u
r
y
R
e
m
o
v
e
2
a
b
o
v
e
g
r
o
u
n
d
t
a
n
k
s
P
O
L
Y
-
T
O
-
O
I
L
B
L
D
G
R
&
D
-
B
U
I
L
D
I
N
G
2
R
e
l
o
c
a
t
e
S
h
e
d
R
e
m
o
v
e
L
i
g
h
t
P
o
l
e
a
n
d
t
e
r
m
i
n
a
t
e
e
l
e
c
.
R
e
m
o
v
e
L
i
g
h
t
P
o
l
e
a
n
d
t
e
r
m
i
n
a
t
e
e
l
e
c
.
T
E
R
M
I
N
A
T
E
E
L
E
C
T
R
I
C
S
E
R
V
I
C
E
T
O
O
U
T
D
O
O
R
L
I
G
H
T
S
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
1
1
C
S
1
1
1
DEMOLITION PLAN
M
A
T
C
H
L
I
N
E
S
H
E
E
T
1
0
CA
P
I
T
O
L
L
A
N
E
HOGE
R
U
N
PIN 63-A-115
TREX COMPANY, INC.
INST. 160003174
5.1174 ACRES
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
N 36°52'25" E 406.91'
S
4
7
°
2
2
'
1
9
"
E
2
2
1
.
2
8
'
C
1
C
2
S 19°08'1
2
"
W
2
1
0
.
2
4
'
S 02°1
3
'
5
0
"
E
2
5
2
.
1
2
'
S 09°16'39" E 121.25'
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
RECEIVING SHIPPING ACCESS ROAD
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
TREX COMPANY, INC.
INST. 020022798
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
CONCRETE BUILDING
(BLDG. #4)
F.F.E. = 738.60
B
L
O
C
K
B
U
I
L
D
I
N
G
R & D - BUILDING 2
BUILDING 4
167.2 ft
7 PROP.
H.C. SIGNS
N
5'R typ
CG-6
RETAINING WALL
BY OTHERS
LIGHT DUTY
PVMT (TYP)TRANSFORMERS AND NORDICS
TO BE SET BY SVEC. FOR CONDUIT
TO BUILDING SEE MEP PLANS
9'x20' typ
52.7'
22'
20'
22'
16'
180.6'
24'
RETAINING WALL
BY OTHERS
10
11
12
13 14
15
16171819
2021
22
23
24
25
26
28
29
30
63
64
31
35
3332
C
D
PROP. 6' HIGH BOARD ON
BOARD (TREX) FENCE
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
156'
T
T
T
T
TWO 4" CONDUITS FOR
VERIZON (one spare)
SERVICE. PVC SCH 40
F
O
FO FO FO FO
F
O
TWO 3" CONDUITS FOR
TREX FIBER OPTIC CABLE
(one spare) PVC SCH 40
Prop Water Line Esmt.
Prop Water Line Esmt.
REMOVE FIRE HYDRANT
DURING CONST. REINSTALL
ON WM #8 WHEN BIDG.
BACKFILL COMPLETE.
PROP. 3' HIGH BOARD ON
BOARD (TREX) FENCE
8" PVC CLEANWAY
CONNECTOR PIPE AT
1/8" PER FT. (typ)
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
SEE PLUMBING PLAN
P1.1 FOR SAN SEWER
CONTINUATION
SEE COMMERCIAL
ENTRANCE PLAN SHEET 22
FOR WORK IN THIS AREA
Place GR-2
guardrail on
top side of
retaining wall
INS
T
A
L
L
D
O
U
B
L
E
G
A
T
E
WIT
H
I
N
T
E
R
C
O
M
A
N
D
RE
M
O
T
E
C
O
N
T
R
O
L
FR
O
M
S
H
I
P
P
I
N
G
O
F
F
I
C
E
.
FA
A
C
M
O
D
E
L
6
4
0
O
R
AP
P
R
O
V
E
D
E
Q
U
A
L
.
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
SI
T
E
P
L
A
N
12
CS112
MATCHLINE SHEET 13
CA
P
I
T
O
L
L
A
N
E
CITY
O
F
W
I
N
C
H
E
S
T
E
R
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
TREX COMPANY, INC.
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
S 09°16'39" E 121.25'
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
TM 371-1-1
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
P
I
N
6
3
-
A
-
8
6
A
H
P
H
O
O
D
,
I
N
C
.
D
B
9
3
5
P
G
7
3
9
STORM WATER DETENTION POND
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
FINISH PRODUCT YARD
R & D - BUILDING 2
7 PROP.
H.C. SIGNS
N
5'R typ
CG-6
RETAINING WALL
BY OTHERS
LIGHT DUTY
PVMT (TYP)TRANSFORMERS AND NORDICS
TO BE SET BY SVEC. FOR CONDUIT
TO BUILDING SEE MEP PLANS
9'x20' typ
52.7'
22'
20'
16'
180.6'
24'
37.5'
RETAINING WALL #3
SEE DETAILS
22
23
24
25
26
28
29
30
51
60
61
63
64
70
71
72
73
7490
91
92
31
3332
PRPOSED VDOT
GR-2 GUARDRAIL
VDOT GR-7
GUARDRAIL
TERMINAL
TREATMENT
VDOT GR-11
TERMINAL
TREATMENT
Prop Water Line Esmt.
32
.
2
5
'
LIGHT
DUTY
PAVEMENT
PROP. 3' HIGH BOARD ON
BOARD (TREX) FENCE
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
PROPOSED VDOT
GR-2 GUARDRAIL
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
SI
T
E
P
L
A
N
13
CS113
MATCHLINE SHEET 12
REMOVE PHASE 1
PVMT AND RESTORE
AREA WITH GRASS.
INSTALL NEW CG-6
REMOVE HEADWALLS
EXTEND PIPES
REINSTALL HEADWALLS
HOGE
R
U
N
TREX COMPANY, INC.
INST. 020022798
S 19°08'1
2
"
W
2
1
0
.
2
4
'
S 02°1
3
'
5
0
"
E
2
5
2
.
1
2
'
S 09°16'39" E 121.25
'
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
HOG
E
R
U
N
R & D - BUILDING 2
F2
F3
F4
F5
F6
F7
F8
F1
10
11
12
13 14
15
22
23
24
25
26
28
29
30
31
35
3332
38'
INT
E
R
N
A
T
I
O
N
A
L
SCA
L
E
S
NOTE: FLOODPLAIN MODIFICATION TO
BE APPROVED PRIOR TO WORK
BEGINNING ON PHASE 2 -
INTERNATIONAL SCALES
129'
PROP. 3' HIGH BOARD ON
BOARD (TREX) FENCE
INS
T
A
L
L
D
O
U
B
L
E
G
A
T
E
WI
T
H
I
N
T
E
R
C
O
M
A
N
D
RE
M
O
T
E
C
O
N
T
R
O
L
FR
O
M
S
H
I
P
P
I
N
G
O
F
F
I
C
E
.
FA
A
C
M
O
D
E
L
6
4
0
O
R
AP
P
R
O
V
E
D
E
Q
U
A
L
.
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
DE
T
A
I
L
E
D
S
I
T
E
P
L
A
N
P
H
A
S
E
2
-
I
N
T
E
R
N
A
T
I
O
N
A
L
S
C
A
L
E
S
14
CS114
BRICK BUILDING
HEIGHT=14.3'
METAL
BUILDING
B
L
D
G
.
EXISTING PAVED WALKWAY
EXISTING TREES (TYP)
EX
I
S
T
I
N
G
P
A
V
E
M
E
N
T
TO SHAWEE DRIVE
30'
24'
24'
24'
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
DE
T
A
I
L
E
D
S
I
T
E
P
L
A
N
SA
T
E
L
L
I
T
E
P
A
R
K
I
N
G
A
R
E
A
15
CS115
SATELLITE PARK AREA
·NUMBER OF SPACES PROVIDED = 78
·SATELLITE PARKING IS TEMPORARY UNTIL
PERMANANT PARKING SOLUTION IS DEVELOPED.
·PERIMETER OF PARKING AREA TO BE DELINEATED
ON THE WEST SIDE WITH RUBBER CURB &
FLEXIBLE DELINEATOR POST. SEE DETAIL BELOW.
·EXISTING PAVEMENT AND CONCRETE SURFACE
TO BE SWEPT CLEAN PRIOR TO STRIPING.
·ALL PAVEMENT MARKINGS TO BE 4" WHITE PAINT.
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
12" x 18" sign panel
meeting ADA
requirements
VDOT STP-1 STEEL
SIGN POST AND
FOUNDATION
TYPICAL TRUCK BOLLARD DETAIL
6"
PAINT POST BRIGHT YELLOW
SET POST IN CONCRETE
FILL POST WITH CONCRETE
4" WIDE, WHITE REFLECTIVE TAPE
8" DIAM STEEL PIPE
GRADE
36"
24"
36"
6"
12"
16
CS116
SYMBOL
HEAVY DUTY PAVEMENT SECTION
n.t.s.
2" SM-12.5A ASPHALT
12" - 21B AGGREGATE
COMPACTED SUBGRADE
3.5" BM-25 ASPHALT
NOTES
1.AREAS OF EXITING PAVEMENT SHALL BE REMOVED FROM
THE AREA OF THE NEW PAVEMENT SECTION. ANY VOIDS
RESULTING FROM THIS REMOVAL SHALL BE BACKFILLED
WITH VDOT AGGREGATE NO 21-B.
2.JOINTS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT
SHALL BE SAW CUT TO PROVIDE A SMOOTH STRAIGHT EDGE.
A 10' WIDE STRIP OF THE EXISTING PAVEMENT ADJACENT TO
THE JOINT SHALL BE MILLED TO A DEPTH EQUAL TO THE
THICKNESS OF THE SURFACE COURSE, AND THE NEW
SURFACE COURSE SHALL EXTEND THROUGH THIS MILLED
AREA.
LIGHT DUTY/PARKING AREA
PAVEMENT SECTION
for parking area east of building 6
and pump sta access rd
n.t.s.
2" SM-12.5A ASPHALT
8" - 21B AGGREGATE
COMPACTED SUBGRADE
10" - 21B AGGREGATE
SHOULDER
17.5" - 21B AGGREGATE
SHOULDER
6" - 4000 psi CONCRETE
8" - REINFORCED DIRTY TAILINGS
COMPACTED SUBGRADE
6" 21-A AGGREGATE
NOTES
1.THE SUBGRADE AND SURROUNDING AREA SHALL BE
PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS
IN THE GEOTECHNICAL REPORT.
2.6 X 6-INCH 10/10 WWF SHALL BE PLACED MID-DEPTH IN THE
CONCRETE.
CONCRETE APRON PAVEMENT SECTION
for trailer drop area north of building 6
n.t.s.
200 # WOVEN GEOTEXTILE FABRIC
SI
T
E
D
E
T
A
I
L
S
FF=728.00
CA
P
I
T
O
L
L
A
N
E
HOGE
R
U
N
PIN 63-A-115
TREX COMPANY, INC.
INST. 160003174
5.1174 ACRES
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
N 36°52'25" E 406.91'
S
4
7
°
2
2
'
1
9
"
E
2
2
1
.
2
8
'
C
1
C
2
S 19°08'1
2
"
W
2
1
0
.
2
4
'
S 02°1
3
'
5
0
"
E
2
5
2
.
1
2
'
S 09°16'39" E 121.25'
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
RECEIVING SHIPPING ACCESS ROAD
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
TRAV. S23
N=7096533.497
E=11572861.290
ELEV.=708.06
I
R
w
/
C
A
P
S
1
N
=
7
0
9
7
1
0
0
.
2
1
2
E
=
1
1
5
7
2
5
0
9
.
1
0
4
E
L
E
V
.
=
7
2
5
.
3
2
I
R
w
/
C
A
P
S
2
N
=
7
0
9
6
9
2
2
.
2
0
5
E
=
1
1
5
7
2
3
8
1
.
7
8
6
E
L
E
V
.
=
7
3
2
.
3
6
T
R
A
V
.
S
1
1
N
=
7
0
9
6
3
9
1
.
3
5
1
E
=
1
1
5
7
2
2
7
8
.
0
4
5
E
L
E
V
.
=
7
3
5
.
5
7
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
TREX COMPANY, INC.
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
CONCRETE BUILDING
(BLDG. #4)
F.F.E. = 738.60
B
L
O
C
K
B
U
I
L
D
I
N
G
R & D - BUILDING 2
BUILDING 4
10
11
12
13 14
15
16171819
2021
22
23
24
25
26
28
29
30
63
64
31
35
3332
C
D
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
8" PVC CLEANWAY
CONNECTOR PIPE AT
1/8" PER FT. (typ)
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
GR
A
D
I
N
G
P
L
A
N
17
CS117
MATCHLINE SHEET 18
FF=728.00
CA
P
I
T
O
L
L
A
N
E
CITY
O
F
W
I
N
C
H
E
S
T
E
R
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
S 09°16'39" E 121.25'
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
T
R
A
V
.
S
1
1
N
=
7
0
9
6
3
9
1
.
3
5
1
E
=
1
1
5
7
2
2
7
8
.
0
4
5
E
L
E
V
.
=
7
3
5
.
5
7
TM 371-1-1
TREX CO., L.L.C.
DB 965, PG 532
(FRED. CO.)
DB 303, PG 1543
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
P
I
N
6
3
-
A
-
8
6
A
H
P
H
O
O
D
,
I
N
C
.
D
B
9
3
5
P
G
7
3
9
STORM WATER DETENTION POND
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
FINISH PRODUCT YARD
R & D - BUILDING 2
F2
F3
F4
F5
F122
23
24
25
26
28
29
30
51
60
61
63
64
70
71
72
73
7490
91
92
31
3332
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
GR
A
D
I
N
G
P
L
A
N
18
CS118
MATCHLINE SHEET 17
N 36°52'25" E 406.91'
S
4
7
°
2
2
'
1
9
"
E
2
2
1
.
2
8
'
RECEIVING SHIPPING ACCESS ROAD
I
R
w
/
C
A
P
S
1
N
=
7
0
9
7
1
0
0
.
2
1
2
E
=
1
1
5
7
2
5
0
9
.
1
0
4
E
L
E
V
.
=
7
2
5
.
3
2
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
1617
C
D
C
1
11
12
13 14
15
35
22
23
28
29
30
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
31
32
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
19
CS119
NORTH WEST CORNER NORTH EAST CORNER
EAST PARKING AREA TRANSFORMER AREA
CA
P
I
T
O
L
L
A
N
E
CITY
O
F
W
I
N
C
H
E
S
T
E
R
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
STORM WATER DETENTION POND
FINISH PRODUCT YARD
51
60
61
63
64
70
71
72
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
TR
U
C
K
T
I
E
D
O
W
N
A
R
E
A
20
CS120TRUCK TIE DOWN AREA
LOC
LOC
LOC
LOC
LOC
LOC
HOGE
R
U
N
TREX COMPANY, INC.
INST. 020022798
S 19°08'1
2
"
W
2
1
0
.
2
4
'
S 02°1
3
'
5
0
"
E
2
5
2
.
1
2
'
S 09°16'39" E 121.25
'
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
HOG
E
R
U
N
R & D - BUILDING 2
F2
F3
F4
F5
F6
F7
F8
F1
10
11
12
13 14
15
22
23
24
25
26
28
29
30
31
35
3332
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
INS
T
A
L
L
D
O
U
B
L
E
G
A
T
E
WI
T
H
I
N
T
E
R
C
O
M
A
N
D
RE
M
O
T
E
C
O
N
T
R
O
L
FR
O
M
S
H
I
P
P
I
N
G
O
F
F
I
C
E
.
FA
A
C
M
O
D
E
L
6
4
0
O
R
AP
P
R
O
V
E
D
E
Q
U
A
L
.
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
DE
T
A
I
L
E
D
G
R
A
D
I
N
G
P
L
A
N
P
H
A
S
E
2
-
I
N
T
E
R
N
A
T
I
O
N
A
L
S
C
A
L
E
S
21
CS121
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
22
CS122
VD
O
T
E
N
T
R
N
C
E
P
L
A
N
EA
S
T
C
O
M
M
E
R
C
I
A
L
E
N
T
R
A
N
C
E
EAST COMMERCIAL ENTRANCE PLAN
EAST COMMERCIAL ENTRANCE GRADING PLAN
EAST COMMERCIAL ENTRANCE WB-67 WHEEL TRACKS
EAST ENTRANCE PROFILE
PAVEMENT MARKING LEGEND
A TYPE B, CLASS 1, WHITE PAVEMENT LINE MARKING, 4” WIDTH
B TYPE B, CLASS 1, YELLOW PAVEMENT LINE MARKING, 4” WIDTH
C TYPE B, CLASS 1, WHITE PAVEMENT LINE MARKING, 4” WIDTH, 2' LINE, 4' SPACE
D TYPE B, CLASS 1, WHITE PAVEMENT LINE MARKING, 24” WIDTH
STOP
C
D
H
O
G
E
R
U
N
RE
C
E
I
V
I
N
G
S
H
I
P
P
I
N
G
A
C
C
E
S
S
R
O
A
D
VA. SEC. RTE.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
40' R/W (DB 26
8
P
G
1
4
9
)
STOP
82
80
81
83
84
89
99
C
D
H
O
G
E
R
U
N
RE
C
E
I
V
I
N
G
S
H
I
P
P
I
N
G
A
C
C
E
S
S
R
O
A
D
VA. SEC. RTE.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
40' R/W (DB 26
8
P
G
1
4
9
)
VA. SEC. RTE.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
40' R/W (DB 268
P
G
1
4
9
)
VA. SEC. RTE.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
40' R/W (DB 268
P
G
1
4
9
)
DETAIL 'A'
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
22A
CS122A
TR
A
N
S
P
O
R
T
A
T
I
O
N
M
A
N
A
G
E
M
E
N
T
P
L
A
N
SH
A
W
N
E
E
D
R
S
H
O
U
L
D
E
R
C
L
O
S
U
R
E
EA
S
T
C
O
M
M
E
R
C
I
A
L
E
N
T
R
A
N
C
E
EAST COMMERCIAL ENTRANCE PLAN
350 FT
350 FT
350 FT
500 FT
500
F
T
350
F
T
WORK AREA
BARRICADES
35
0
F
T
35
0
F
T
END ROAD
WORK
ROAD
WORK
AHEAD
RIGHT
SHOULDER
CLOSED
RIGHT
SHOULDER
CLOSED
RIGHT
SHOULDER
CLOSED
AHEAD
EN
D
R
O
A
D
WO
R
K
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
22A2
CS122A2
TR
A
N
S
P
O
R
T
A
T
I
O
N
M
A
N
A
G
E
M
E
N
T
P
L
A
N
S
H
A
W
N
E
E
D
R
L
A
N
E
C
L
O
S
U
R
E
EA
S
T
C
O
M
M
E
R
C
I
A
L
E
N
T
R
A
N
C
E
EAST COMMERCIAL ENTRANCE PLAN
BE
PREPARED
TO
STOP
BE
PREPARED
TO
STOP
ONE
LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
350 FT
350 FT
350 FT
EN
D
R
O
A
D
WO
R
K
END ROAD
WORK
500 FT
500 F
T
350 F
T
WORK AREA
BARRICADES
ONE
LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
35
0
F
T
35
0
F
T
35
0
F
T
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
22B
CS122B
ST
O
R
M
S
E
W
E
R
P
R
O
F
I
L
E
A
N
D
C
O
M
P
U
T
A
T
I
O
N
S
EA
S
T
C
O
M
M
E
R
C
I
A
L
E
N
T
R
A
N
C
E
Junction Loss Elev
Inlet US Outlet Do Qo Lo Sfo Hf Vo Ho Qi Vi QiVi Vi^2/2g Hi Angle Hdelta Ht 1.3Ht 0.5Ht Final H Water Rim
Station Inlet WSE in cfs ft ft/ft ft ft ft ft ft ft ft ft Surface Elev
80 Starting Elevation 720.89 721.49
81 720.89 36 42.78 50.74 0.0041 0.21 10.03 0.39 0.81 0.44 1.65 0.00 0.82 1.03 721.92 723.81
83 42.78 12.24 523.76 2.33 0.81 19 0.44
83 721.92 30 42.78 65.55 0.0109 0.71 12.24 0.58 0.81 0.05 1.44 0.00 0.72 1.43 723.36 725.48
82 42.29 12.22 516.62 2.32 0.81 0 0.00
84 0.49 2.45 1.20 0.09 0.03 51 0.05
84 723.36 15 0.49 30.55 0.0001 0.00 2.45 0.02 0.00 0.00 0.02 0.03 0.02 0.02 723.37 723.50
-
82 723.36 30 42.29 28.28 0.0106 0.30 12.22 0.58 0.00 0.00 0.58 0.75 0.38 0.68 724.03 723.92
-
INLET SAG INLETS ONLY GRATE INLETS ONLY
NU
M
B
E
R
TY
P
E
LE
N
G
T
H
(
F
T
)
DR
A
I
N
A
G
E
A
R
E
A
(
A
C
)
C CA
su
m
C
A
Tc
,
T
i
m
e
t
o
I
n
l
e
t
(
M
I
N
)
I
(
I
N
/
H
R
)
Q,
I
N
C
R
(
C
F
S
)
Qb
,
C
A
R
R
Y
O
V
E
R
(
C
F
S
)
QT
,
G
U
T
T
E
R
F
L
O
W
(
C
F
S
)
S,
G
U
T
T
E
R
S
L
O
P
E
(
F
T
/
F
T
)
Sx
,
C
R
O
S
S
S
L
O
P
E
(
F
T
/
F
T
)
T,
S
P
R
E
A
D
W
(
F
T
)
W/
T
Sw
(
F
T
/
F
T
)
Sw
/
S
x
Eo
a=
1
2
W
(
S
w
-
S
x
)
+
L
o
c
a
l
D
e
p
r
e
s
s
i
o
n
S'
w
=
a
/
(
1
2
W
)
Se
=
S
x
+
S
'
w
(
E
o
)
,
(
F
T
/
F
T
)
CO
M
P
U
T
E
D
L
E
N
G
T
H
L
t
,
(
F
T
)
L,
S
P
E
C
I
F
I
E
D
L
E
N
G
T
H
(
F
T
)
L/
L
t
E
Qi
,
I
N
T
E
R
C
E
P
T
E
D
(
C
F
S
)
Qb
,
C
A
R
R
Y
O
V
E
R
(
C
F
S
)
d
(
F
T
)
h
(
F
T
)
d/
h
T,
S
P
R
E
A
D
@
S
A
G
(
F
T
)
EF
F
E
C
T
I
V
E
P
E
R
I
M
E
T
E
R
d
(
F
T
)
81 MH-2-4DIA 0.00 0.50 0.00 0.00 0.00 6.42 0.00 0.00
83 MH-2-6DIA 0.00 0.50 0.00 0.00 5.00 6.42 0.00 0.00
84 DI-1 0.20 0.59 0.12 0.12 27.00 6.42 0.76 0.00 4 0.159
99 DI-3B (L=10')0.50 0.57 0.29 0.29 5.00 6.42 1.83 0.0010.00 1.83 0.0170 0.0100 8.95 2.0 0.2235 0.0833 8.33 0.751 3.76 0.157 0.13 9.75 10 1.03 1.000 1.83 0.00
From To DA C CA Inlet Time Peak Time Intensity Q10 Inverts Length Slope Dia Cap Vel Flow Time
(Acres)Factor Incr.Accum.(min)(mim)(in/hr)(cfs)US DS (ft)(ft/ft)(in)(cfs)(fps)(min)
84 83 0.20 0.59 0.12 0.12 27.00 27.00 4.16 0.49 720.80 720.65 30.55 0.0051 15 4.61 2.45 0.21
83 81 0.00 0.50 0.00 10.29 5.00 27.21 4.16 42.78 720.40 719.25 65.55 0.0175 30 54.21 12.24 0.09
82 83 12.25 0.83 10.17 10.17 25.00 25.00 4.16 42.29 720.89 720.40 28.28 0.0175 30 54.21 12.22 0.04
81 80 0.00 0.50 0.00 10.29 0.00 27.30 4.16 42.78 719.00 718.49 50.74 0.0101 36 66.84 10.03 0.08
99 89 0.50 0.57 0.29 0.29 5.00 5.00 6.42 1.86 720.61 718.49 61.40 0.0346 15 12.92 7.11 0.14
DETAIL 'B'
I
R
w
/
C
A
P
S
1
N
=
7
0
9
7
1
0
0
.
2
1
2
E
=
1
1
5
7
2
5
0
9
.
1
0
4
E
L
E
V
.
=
7
2
5
.
3
2
PIN 63-A-110TREX COMPANY, INC.INST. 020022798 VA. SEC. RTE. 652 - SHAWNEE DRIVE40' R/W (DB 268 PG 149)8886 8587 EXIST. COMM.ENTRANCEEXIST. COMM.ENTRANCE
E
X
I
S
T
R
O
U
T
E
6
5
2
C
/
L
WEST ENTRANCE C/L
I
R
w
/
C
A
P
S
1
N
=
7
0
9
7
1
0
0
.
2
1
2
E
=
1
1
5
7
2
5
0
9
.
1
0
4
E
L
E
V
.
=
7
2
5
.
3
2
PIN 63-A-110TREX COMPANY, INC.INST. 020022798 VA. SEC. RTE. 652 - SHAWNEE DRIVE40' R/W (DB 268 PG 149)
1
2
.
0
'
4
8
.
0
'
49.3'CG-7CG-7 MILL AND OVERLAY -SEE DETAIL WP-2
S
H
A
D
I
N
G
D
E
N
O
T
E
S
N
E
W
P
A
V
E
M
E
N
T
A
R
E
A
200.0'12.0'PROP CG-11 ENT.WITH CG-13
4
'
C
O
N
C
.
M
O
U
N
T
A
B
L
E
A
P
R
O
N
.
S
E
E
D
E
T
A
I
L
S
H
T
2
2
F
(
T
Y
P
)
E
D
G
E
O
F
P
V
M
T
EXISTING FENCE TOBE REMOVED ANDREINSTALLED AFTERCONSTRUCTION REPLACE LANDSCAPINGFOLLOWING CONSTRUCTIONAS NEEDED.
E
X
T
E
N
D
N
O
R
T
H
P
I
P
E
B
Y
1
6
'
A
N
D
S
O
U
T
H
P
I
P
E
B
Y
8
'
O
N
E
X
I
S
T
I
N
G
G
R
A
D
E
.
D
I
S
C
H
A
R
G
E
U
D
-
4
T
O
O
U
T
F
A
L
L
O
F
C
U
L
V
E
R
T
.
C
U
L
V
E
R
T
N
O
T
E
S
:
1
.
A
C
O
N
C
.
C
R
A
D
L
E
R
E
Q
D
O
V
E
R
E
X
I
S
T
I
N
G
C
U
L
V
E
R
T
P
I
P
E
S
F
R
O
M
B
A
C
K
O
F
C
U
R
B
T
O
B
A
C
K
O
F
C
U
R
B
.
C
R
A
D
E
L
S
H
A
L
L
B
E
6
"
A
B
O
V
E
T
H
E
T
O
P
O
F
P
I
P
E
O
R
T
O
T
H
E
B
O
T
T
O
M
O
F
T
H
E
B
A
S
E
A
S
P
H
A
L
T
L
A
Y
E
R
,
W
H
I
C
H
E
V
E
R
I
S
L
E
S
S
.
C
L
A
S
S
A
3
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
U
S
E
D
F
O
R
T
H
E
C
R
A
D
L
E
.
S
D
E
T
A
I
L
I
N
E
N
T
R
A
N
C
E
P
R
O
F
I
L
E
.
2
.
I
N
S
T
A
L
L
C
D
-
2
I
N
S
O
U
T
H
S
I
D
E
O
F
C
O
N
C
.
C
R
A
D
L
E
.
E
X
T
E
N
D
O
U
T
L
E
T
S
T
O
M
H
-
8
7
A
N
D
C
U
L
V
E
R
T
O
U
T
F
A
L
L
N
O
T
E
:
E
X
I
S
T
I
N
G
C
U
R
B
I
N
G
A
N
D
P
A
V
E
M
E
N
T
T
O
B
E
R
E
M
O
V
E
D
I
N
T
H
E
A
R
E
A
O
F
N
E
W
C
O
N
S
T
R
U
C
T
I
O
N
WARP CURB IN THISAREA. SEE NOTE 9 ONCG-11 DETAIL R40.0'R2.0'R26.0'40.0'SECT.'A'SECT.'B'SECT.'C'CAB
D
DDSTOPADJ VALVETO GRADE R/W
R
/
W
UD-4 DISCHGTO STR 85
U
D
-
4
D
I
S
C
H
G
T
O
E
W
-
1
2
Provide Scupper - 4 ft opening reqd.L=2.5 ft from gutter flow line. Slope = 10%Extend 7" class A3 conc for scupper.Q10=0.32cfsChannel DimensionsSide Slopes: 2:1Bottom Width = 4 ftLine with CL I riprap over geotextile fabPIN 63-A-110TREX COMPANY, INC.INST. 020022798 V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
BATTAILE DRIVE888685
8
7
PIN 63-A-110TREX COMPANY, INC.INST. 020022798 V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
BATTAILE DRIVEPS
2
.
0
8
%
S
E
E
D
E
T
A
I
L
'
A
'
2
.
0
0
%
2
:
1
C
U
T
2
.
0
8
%
2
.
0
0
%
2
0
.
0
'
2
0
.
0
'
4
.
0
'
4
.
0
'
2
4
1
3
C
E
N
T
E
R
L
I
N
E
D
E
T
A
I
L
'
A
'
(
N
O
T
T
O
S
C
A
L
E
)
7
5
6
9
8
S
E
E
D
E
T
A
I
L
'
B
'
2
%
2
%
1
2
.
0
'
4
.
0
'
2
4
1
3
E
X
I
S
T
I
N
G
E
D
G
E
O
F
P
V
M
T
E
X
I
S
T
.
P
V
M
T
M
I
L
L
A
N
D
O
V
E
R
L
A
Y
A
D
J
T
R
A
V
E
L
L
A
N
E
P
E
R
W
P
2
E
X
.
G
R
N
D
P
R
O
P
.
G
R
A
D
E
D
E
T
A
I
L
'
B
'
(
N
O
T
T
O
S
C
A
L
E
)
7
5
6
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
2
2
C
C
S
1
2
2
C
VDOT ENTRNCE PLAN
WEST COMMERCIAL ENTRANCE
ROUTE 652 SHAWNEE DRIVE AADT-5800 (VDOT DATA)FUNCTIONAL CLASS - URBAN COLLECTORPOSTED SPEED LIMIT -35 MPHREQD INTERSECTION SIGHT DIST - 390'WEST COMMERCIAL
E
N
T
R
A
N
C
E
P
L
A
N
050100 1,839 ft to Route 11475 ft to CL of Battaile Dr.
4
,
3
4
6
f
t
t
o
R
o
u
t
e
6
4
4
4
3
1
f
t
t
o
T
r
e
x
E
.
E
n
t
r
a
n
c
e
WEST COMMERCIAL ENTR
A
N
C
E
G
R
A
D
I
N
G
P
L
A
N
050100SIGHT DISTAN
C
E
P
R
O
F
I
L
E
050100
1
.
2
"
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
C
O
U
R
S
E
,
T
Y
P
E
S
M
-
1
2
.
5
D
2
.
4
"
A
S
P
H
A
L
T
B
A
S
E
C
O
U
R
S
E
,
T
Y
P
E
B
M
-
2
5
.
0
D
3
.
7
"
A
G
G
R
E
G
A
T
E
B
A
S
E
M
A
T
E
R
I
A
L
,
T
Y
P
E
1
,
N
o
.
2
1
-
B
4
.
8
"
S
E
L
E
C
T
M
A
T
E
R
I
A
L
(
S
E
E
N
O
T
E
)
P
L
A
C
E
D
O
N
S
E
P
A
R
A
T
I
O
N
G
E
O
T
E
X
T
I
L
E
5
.
S
T
A
N
D
A
R
D
V
D
O
T
C
G
-
7
6
.
6
"
A
G
G
R
E
G
A
T
E
B
A
S
E
M
A
T
E
R
I
A
L
,
T
Y
P
E
1
,
N
o
.
2
1
B
7
.
S
T
A
N
D
A
R
D
V
D
O
T
U
D
-
4
8
.
S
T
A
N
D
A
R
D
V
D
O
T
C
G
-
1
3
9
.
4
"
A
G
G
R
E
G
A
T
E
B
A
S
E
M
A
T
E
R
I
A
L
,
T
Y
P
E
1
,
N
o
.
2
1
B
E
N
T
R
A
N
C
E
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
T
E
:
V
I
E
W
I
S
L
O
O
K
I
N
G
S
O
U
T
H
T
O
W
A
R
D
S
T
R
E
X
P
L
A
N
T
N
O
T
E
S
1
.
A
R
E
A
S
O
F
E
X
I
T
I
N
G
C
U
R
B
I
N
G
A
N
D
P
A
V
E
M
E
N
T
S
H
A
L
L
B
E
R
E
M
O
V
E
D
F
R
O
M
T
H
E
A
R
E
A
O
F
T
H
E
N
E
W
P
A
V
E
M
E
N
T
S
E
C
T
I
O
N
.
A
N
Y
V
O
I
D
S
R
E
S
U
L
T
I
N
G
F
R
O
M
T
H
I
S
R
E
M
O
V
A
L
S
H
A
L
L
B
E
B
A
C
K
F
I
L
L
E
D
W
I
T
H
V
D
O
T
A
G
G
R
E
G
A
T
E
N
O
2
1
-
B
.
2
.
O
N
T
R
E
X
P
R
O
P
E
R
T
Y
W
H
E
R
E
N
E
W
P
A
V
E
M
E
N
T
A
B
U
T
S
E
X
I
S
T
I
N
G
P
A
V
E
M
E
N
T
J
O
I
N
T
S
S
H
A
L
L
B
E
S
A
W
C
U
T
T
O
P
R
O
V
I
D
E
A
S
M
O
O
T
H
S
T
R
A
I
G
H
T
E
D
G
E
.
3
.
L
I
M
I
T
S
O
F
F
U
L
L
D
E
P
T
H
P
A
V
E
M
E
N
T
W
I
D
E
N
I
N
G
A
L
O
N
G
R
T
E
.
6
5
2
S
H
A
L
L
B
E
D
E
T
E
R
M
I
N
E
D
B
Y
E
X
C
A
V
A
T
I
O
N
I
N
T
H
E
P
R
E
S
E
N
C
E
O
F
A
V
D
O
T
I
N
S
P
E
C
T
O
R
A
N
D
M
A
T
C
H
I
N
G
C
O
R
E
S
A
M
P
L
E
S
R
E
Q
U
I
R
E
D
P
E
R
W
P
-
2
D
E
T
A
I
L
.
4
.
S
E
L
E
C
T
M
A
T
E
R
I
A
L
S
H
A
L
L
C
O
N
S
I
S
T
O
F
P
R
I
M
A
R
Y
C
R
U
S
H
E
R
R
U
N
A
N
D
S
H
A
L
L
B
E
F
R
E
E
F
R
O
M
S
E
A
M
S
,
C
R
A
C
K
S
,
A
N
D
O
T
H
E
R
S
T
R
U
C
T
U
R
A
L
D
E
F
E
C
T
S
.
R
O
C
K
M
A
T
E
R
I
A
L
S
H
A
L
L
N
O
T
E
X
C
E
E
D
8
I
N
C
H
E
S
I
N
I
T
S
G
R
E
A
T
E
S
T
D
I
M
E
N
S
I
O
N
A
N
D
A
P
P
R
O
X
I
M
A
T
E
L
Y
5
0
%
O
F
T
H
E
R
O
C
K
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
4
I
N
C
H
E
S
I
N
S
I
Z
E
.
T
H
E
S
M
A
L
L
E
S
T
D
I
M
E
N
S
I
O
N
S
H
A
L
L
N
O
T
B
E
L
E
S
S
T
H
A
N
2
I
N
C
H
E
S
.
5
.
I
N
S
H
O
U
L
D
E
R
A
R
E
A
S
A
G
G
R
E
G
A
T
E
A
N
D
S
E
L
E
C
T
M
A
T
E
R
I
A
L
S
H
A
L
L
E
X
T
E
N
D
T
O
D
A
Y
L
I
G
H
T
.
T
U
R
N
L
A
N
E
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
N
O
T
E
:
V
I
E
W
I
S
L
O
O
K
I
N
G
E
A
S
T
T
O
W
A
R
D
S
E
N
T
R
A
N
C
E
P
A
V
E
M
E
N
T
M
A
R
K
I
N
G
L
E
G
E
N
D
A
T
Y
P
E
B
,
C
L
A
S
S
1
,
W
H
I
T
E
P
A
V
E
M
E
N
T
L
I
N
E
M
A
R
K
I
N
G
,
4
”
W
I
D
T
H
B
T
Y
P
E
B
,
C
L
A
S
S
1
,
Y
E
L
L
O
W
P
A
V
E
M
E
N
T
L
I
N
E
M
A
R
K
I
N
G
,
4
”
W
I
D
T
H
C
T
Y
P
E
B
,
C
L
A
S
S
1
,
W
H
I
T
E
P
A
V
E
M
E
N
T
L
I
N
E
M
A
R
K
I
N
G
,
4
”
W
I
D
T
H
,
2
'
L
I
N
E
,
4
'
S
P
A
C
E
D
T
Y
P
E
B
,
C
L
A
S
S
1
,
W
H
I
T
E
P
A
V
E
M
E
N
T
L
I
N
E
M
A
R
K
I
N
G
,
2
4
”
W
I
D
T
H
S
T
O
P
S
I
G
N
S
U
M
M
A
R
Y
3
5
0
F
T
350 FT350 FT 500 FT
W
O
R
K
A
R
E
A
B
A
R
R
I
C
A
D
E
S
BATTAILE AVE.
R
O
A
D
W
O
R
K
A
H
E
A
D
E
N
D
R
O
A
D
W
O
R
K
RIGHTSHOULDERCLOSEDAHEAD RIGHTSHOULDERCLOSEDROADWORKAHEAD END ROADWORK
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
2
2
D
C
S
1
2
2
D
TRANSPORTATION MANAGEMENT PLAN
SHAWNEE DR SHOULDER CLOSURE
TREX COMMERCIAL ENTRANCES
T
R
A
N
S
P
O
R
T
A
T
I
O
N
M
A
N
A
G
E
M
E
N
T
P
L
A
N
N
O
T
E
S
1
.
W
o
r
k
a
t
W
e
s
t
E
n
t
r
a
n
c
e
s
h
a
l
l
b
e
a
c
c
o
m
p
l
i
s
h
e
d
a
s
a
s
h
o
u
l
d
e
r
o
p
e
r
a
t
i
o
n
w
i
t
h
m
i
n
o
r
e
n
c
r
o
a
c
h
m
e
n
t
.
1
2
o
f
t
h
e
e
n
t
r
a
n
c
e
m
u
s
t
r
e
m
a
i
n
o
p
e
n
t
o
t
r
a
f
f
i
c
a
t
a
l
l
t
i
m
e
s
.
2
.
A
l
l
a
c
t
i
v
i
t
i
e
s
p
e
r
f
o
r
m
e
d
u
n
d
e
r
t
h
e
a
u
s
p
i
c
e
s
o
f
a
V
D
O
T
L
a
n
d
U
s
e
P
e
r
m
i
t
i
n
v
o
l
v
i
n
g
t
h
e
i
n
s
t
a
l
l
a
t
i
o
n
,
m
a
i
n
t
e
n
a
n
c
e
a
n
d
r
e
m
o
v
a
l
o
f
w
o
r
k
z
o
n
e
t
r
a
f
f
i
c
c
o
n
t
r
o
l
d
e
v
i
c
e
s
m
u
s
t
h
a
v
e
a
t
l
e
a
s
t
o
n
e
(
1
)
p
e
r
s
o
n
o
n
-
s
i
t
e
w
h
o
,
a
t
a
m
i
n
i
m
u
m
,
i
s
a
c
c
r
e
d
i
t
e
d
b
y
V
D
O
T
i
n
B
a
s
i
c
W
o
r
k
Z
o
n
e
T
r
a
f
f
i
c
C
o
n
t
r
o
l
.
T
h
e
p
e
r
s
o
n
a
c
c
r
e
d
i
t
e
d
b
y
V
D
O
T
i
n
B
a
s
i
c
W
o
r
k
Z
o
n
e
T
r
a
f
f
i
c
C
o
n
t
r
o
l
m
a
y
i
n
s
t
a
l
l
,
m
a
i
n
t
a
i
n
a
n
d
r
e
m
o
v
e
w
o
r
k
z
o
n
e
s
t
h
a
t
a
r
e
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
V
i
r
g
i
n
i
a
W
o
r
k
A
r
e
a
P
r
o
t
e
c
t
i
o
n
M
a
n
u
a
l
a
n
d
/
o
r
a
w
o
r
k
z
o
n
e
t
h
a
t
h
a
s
b
e
e
n
p
r
e
-
a
p
p
r
o
v
e
d
b
y
V
D
O
T
.
A
p
e
r
s
o
n
a
c
c
r
e
d
i
t
e
d
b
y
V
D
O
T
i
n
I
n
t
e
r
m
e
d
i
a
t
e
W
o
r
k
Z
o
n
e
T
r
a
f
f
i
c
C
o
n
t
r
o
l
m
u
s
t
b
e
o
n
-
s
i
t
e
t
o
p
r
o
v
i
d
e
s
u
p
e
r
v
i
s
i
o
n
d
u
r
i
n
g
w
o
r
k
z
o
n
e
a
d
j
u
s
t
m
e
n
t
s
o
r
c
h
a
n
g
e
s
t
o
t
r
a
f
f
i
c
c
o
n
t
r
o
l
d
u
e
t
o
f
i
e
l
d
c
o
n
d
i
t
i
o
n
s
.
T
h
e
s
e
p
e
r
s
o
n
s
m
u
s
t
h
a
v
e
t
h
e
i
r
a
c
c
r
e
d
i
t
a
t
i
o
n
c
a
r
d
w
i
t
h
t
h
e
m
w
h
i
l
e
o
n
t
h
e
p
r
o
j
e
c
t
s
i
t
e
.
0
1
0
0
2
0
0
ROADWORKAHEAD END ROADWORK
B
E
P
R
E
P
A
R
E
D
T
O
S
T
O
P
BATTAILE AVE.
ROADWORKAHEAD ONELANEROADAHEAD END ROADWORK
B
E
P
R
E
P
A
R
E
D
T
O
S
T
O
P
O
N
E
L
A
N
E
R
O
A
D
A
H
E
A
D
R
O
A
D
W
O
R
K
A
H
E
A
D
R
O
A
D
W
O
R
K
A
H
E
A
D
E
N
D
R
O
A
D
W
O
R
K
E
N
D
R
O
A
D
W
O
R
K
W
O
R
K
A
R
E
A
B
A
R
R
I
C
A
D
E
S
B
E
P
R
E
P
A
R
E
D
T
O
S
T
O
P
R
O
A
D
W
O
R
K
A
H
E
A
D
R
O
A
D
W
O
R
K
A
H
E
A
D
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
2
2
D
2
C
S
1
2
2
D
2
TRANSPORTATION MANAGEMENT PLAN
SHAWNEE DR LANE CLOSURE
TREX COMMERCIAL ENTRANCES
TRANSPORTATION MANAGEMENT PLAN NOTES1.Work at West Entrance shall be accomplished as a shoulder operation with minorencroachment. 12 of the entrance must remain open to traffic at all times.2.All activities performed under the auspices of a VDOT Land Use Permit involvingthe installation, maintenance and removal of work zone traffic control devicesmust have at least one (1) person on-site who, at a minimum, is accredited byVDOT in Basic Work Zone Traffic Control. The person accredited by VDOT in Basic Work Zone Traffic Co
n
t
r
o
l
m
a
y
i
n
s
t
a
l
l
,
m
a
i
n
t
a
i
n
a
n
d
r
e
m
o
v
e
w
o
r
k
z
o
n
e
s
that are in accordance with
t
h
e
V
i
r
g
i
n
i
a
W
o
r
k
A
r
e
a
P
r
o
t
e
c
t
i
o
n
M
a
n
u
a
l
a
n
d
/
o
r
a
work zone that has been pr
e
-
a
p
p
r
o
v
e
d
b
y
V
D
O
T
.
A
p
e
r
s
o
n
a
c
c
r
e
d
i
t
e
d
b
y
V
D
O
T
in Intermediate Work Zone
T
r
a
f
f
i
c
C
o
n
t
r
o
l
m
u
s
t
b
e
o
n
-
s
i
t
e
t
o
p
r
o
v
i
d
e
s
u
p
e
r
v
i
s
i
o
n
during work zone adjustme
n
t
s
o
r
c
h
a
n
g
e
s
t
o
t
r
a
f
f
i
c
c
o
n
t
r
o
l
d
u
e
t
o
f
i
e
l
d
c
o
n
d
i
t
i
o
n
s
.
These persons must have t
h
e
i
r
a
c
c
r
e
d
i
t
a
t
i
o
n
c
a
r
d
w
i
t
h
t
h
e
m
w
h
i
l
e
o
n
t
h
e
p
r
o
j
e
c
t
site.
11"VAR. CONC. CAP - 6" MAX5'
S
E
E
D
E
T
A
I
L
'
C
'
2
%
2
%
2
4
1
3
E
X
.
G
R
N
D
P
R
O
P
.
G
R
A
D
E
R
T
E
6
5
2
C
E
N
T
E
R
L
N
E
(
V
I
E
W
L
O
O
K
I
N
G
E
A
S
T
)
R
/
W
R
/
W
3
:
1
E
X
.
W
B
L
E
F
T
T
U
R
N
L
N
E
X
.
E
B
L
A
N
E
F
U
L
L
D
E
P
T
H
M
I
L
L
P
R
.
E
B
.
R
T
.
T
U
R
N
L
A
N
E
E
X
.
W
B
L
A
N
E
3
:
1
1
2
.
0
'
1
2
.
0
'
1
2
.
0
'
1
2
.
0
'
4
.
0
'
3
0
.
0
'
5
7
.
6
'
B
U
F
F
E
R
S
T
R
I
P
7
.
5
'
D
E
T
A
I
L
'
C
'
(
N
O
T
T
O
S
C
A
L
E
)
7
5
6
D
A
T
E
:
S
C
A
L
E
:
C
H
E
C
K
E
D
B
Y
:
S
H
E
E
T
O
F
5
7
TREX COMPANY, INC - BUILDING 6
LOT 63 A 110
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
1
8
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
S
S
A
S
S
H
O
W
N
A
U
G
U
S
T
1
5
,
2
0
1
9
P
R
O
J
E
C
T
N
U
M
B
E
R
:
D
R
A
W
N
B
Y
:
STOWE ENGINEERING, PLCT
i
m
o
t
h
y
S
.
S
t
o
w
e
9
/
1
2
/
1
9
2
2
E
C
S
1
2
2
E
CROSS SECTYIONS AND DETAILS
WEST COMMERCIAL ENTRANCE
TURN LANE CROSS SECTION
S
050100
S
T
O
R
M
S
E
W
E
R
P
R
O
F
I
L
E
S
ENTRANCE PROFILE
R
O
U
T
E
6
5
2
T
Y
P
I
C
A
L
S
E
C
T
I
O
N
1
.
2
"
A
S
P
H
A
L
T
C
O
N
C
R
E
T
E
S
U
R
F
A
C
E
C
O
U
R
S
E
,
T
Y
P
E
S
M
-
1
2
.
5
D
2
.
4
"
A
S
P
H
A
L
T
B
A
S
E
C
O
U
R
S
E
,
T
Y
P
E
B
M
-
2
5
.
0
D
3
.
7
"
A
G
G
R
E
G
A
T
E
B
A
S
E
M
A
T
E
R
I
A
L
,
T
Y
P
E
1
,
N
o
.
2
1
-
B
4
.
8
"
S
E
L
E
C
T
M
A
T
E
R
I
A
L
(
S
E
E
N
O
T
E
)
P
L
A
C
E
D
O
N
S
E
P
A
R
A
T
I
O
N
G
E
O
T
E
X
T
I
L
E
5
.
S
T
A
N
D
A
R
D
V
D
O
T
C
G
-
7
6
.
6
"
A
G
G
R
E
G
A
T
E
B
A
S
E
M
A
T
E
R
I
A
L
,
T
Y
P
E
1
,
N
o
.
2
1
B
7
.
S
T
A
N
D
A
R
D
V
D
O
T
U
D
-
4
8
.
S
T
A
N
D
A
R
D
V
D
O
T
C
G
-
1
3
9
.
4
"
A
G
G
R
E
G
A
T
E
B
A
S
E
M
A
T
E
R
I
A
L
,
T
Y
P
E
1
,
N
o
.
2
1
B
N
O
T
E
S
1
.
A
R
E
A
S
O
F
E
X
I
T
I
N
G
C
U
R
B
I
N
G
A
N
D
P
A
V
E
M
E
N
T
S
H
A
L
L
B
E
R
E
M
O
V
E
D
F
R
O
M
T
H
E
A
R
E
A
O
F
T
H
E
N
E
W
P
A
V
E
M
E
N
T
S
E
C
T
I
O
N
.
A
N
Y
V
O
I
D
S
R
E
S
U
L
T
I
N
G
F
R
O
M
T
H
I
S
R
E
M
O
V
A
L
S
H
A
L
L
B
E
B
A
C
K
F
I
L
L
E
D
W
I
T
H
V
D
O
T
A
G
G
R
E
G
A
T
E
N
O
2
1
-
B
.
2
.
O
N
T
R
E
X
P
R
O
P
E
R
T
Y
W
H
E
R
E
N
E
W
P
A
V
E
M
E
N
T
A
B
U
T
S
E
X
I
S
T
I
N
G
P
A
V
E
M
E
N
T
J
O
I
N
T
S
S
H
A
L
L
B
E
S
A
W
C
U
T
T
O
P
R
O
V
I
D
E
A
S
M
O
O
T
H
S
T
R
A
I
G
H
T
E
D
G
E
.
3
.
L
I
M
I
T
S
O
F
F
U
L
L
D
E
P
T
H
P
A
V
E
M
E
N
T
W
I
D
E
N
I
N
G
A
L
O
N
G
R
T
E
.
6
5
2
S
H
A
L
L
B
E
D
E
T
E
R
M
I
N
E
D
B
Y
E
X
C
A
V
A
T
I
O
N
I
N
T
H
E
P
R
E
S
E
N
C
E
O
F
A
V
D
O
T
I
N
S
P
E
C
T
O
R
A
N
D
M
A
T
C
H
I
N
G
C
O
R
E
S
A
M
P
L
E
S
R
E
Q
U
I
R
E
D
P
E
R
W
P
-
2
D
E
T
A
I
L
.
4
.
S
E
L
E
C
T
M
A
T
E
R
I
A
L
S
H
A
L
L
C
O
N
S
I
S
T
O
F
P
R
I
M
A
R
Y
C
R
U
S
H
E
R
R
U
N
A
N
D
S
H
A
L
L
B
E
F
R
E
E
F
R
O
M
S
E
A
M
S
,
C
R
A
C
K
S
,
A
N
D
O
T
H
E
R
S
T
R
U
C
T
U
R
A
L
D
E
F
E
C
T
S
.
R
O
C
K
M
A
T
E
R
I
A
L
S
H
A
L
L
N
O
T
E
X
C
E
E
D
8
I
N
C
H
E
S
I
N
I
T
S
G
R
E
A
T
E
S
T
D
I
M
E
N
S
I
O
N
A
N
D
A
P
P
R
O
X
I
M
A
T
E
L
Y
5
0
%
O
F
T
H
E
R
O
C
K
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
4
I
N
C
H
E
S
I
N
S
I
Z
E
.
T
H
E
S
M
A
L
L
E
S
T
D
I
M
E
N
S
I
O
N
S
H
A
L
L
N
O
T
B
E
L
E
S
S
T
H
A
N
2
I
N
C
H
E
S
.
5
.
I
N
S
H
O
U
L
D
E
R
A
R
E
A
S
A
G
G
R
E
G
A
T
E
A
N
D
S
E
L
E
C
T
M
A
T
E
R
I
A
L
S
H
A
L
L
E
X
T
E
N
D
T
O
D
A
Y
L
I
G
H
T
.
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
22F
CS122F
VD
O
T
E
N
T
R
A
N
C
E
P
L
A
N
GE
N
E
R
A
L
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
22G
CS122G
VD
O
T
C
O
M
M
E
R
C
I
A
L
E
N
T
R
A
N
C
E
D
E
T
A
I
L
S
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
22H
CS122H
VD
O
T
C
O
M
M
E
R
C
I
A
L
E
N
T
R
A
N
C
E
D
E
T
A
I
L
S
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
CROSSING NOTES:
LOOP ROAD GEOMETRY
LOOP ROAD TYPICAL SECTION
HEAVY DUTY PAVEMENT SECTION
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
23
CS123
LO
O
P
R
O
A
D
P
L
A
N
A
N
D
P
R
O
F
I
L
E
26
51
60
61
63
64
70
71
72
73
7490
91
92
CA
P
I
T
O
L
L
A
N
E
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
STORM WATER DETENTION POND
FINISH PRODUCT YARD
FINISH PRODUCT YARD
R & D - BUILDING 2
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
CROSSING NOTES:
BERM TYPICAL SECTION
LOOP ROAD STATIONS
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
24
CS124
LO
O
P
R
O
A
D
P
L
A
N
A
N
D
P
R
O
F
I
L
E
10
11
12
13
14
15
16
17
22
23
24
25
26
28
29
30
31
35
33
32
C
D
HOG
E
R
U
N
PI
N
6
3
-
A
-
1
1
5
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
IN
S
T
.
1
6
0
0
0
3
1
7
4
5.
1
1
7
4
A
C
R
E
S
PI
N
6
3
-
A
-
1
1
0
T
R
E
X
C
O
M
P
A
N
Y
,
I
N
C
.
IN
S
T
.
0
2
0
0
2
2
7
9
8
R
E
C
E
I
V
I
N
G
S
H
I
P
P
I
N
G
A
C
C
E
S
S
R
O
A
D
O
N
E
S
T
O
R
Y
C
O
N
C
R
E
T
E
B
U
I
L
D
I
N
G
(
B
L
D
G
.
#
2
)
F
.
F
.
E
.
=
7
2
3
.
6
0
O
N
E
S
T
O
R
Y
M
E
T
A
L
B
U
I
L
D
I
N
G
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
HOGE RUN
R
&
D
-
B
U
I
L
D
I
N
G
2
Station CL Right
From To Special EP O/S X-Slp X-Slp EP O/S Notes
2+31.40 9.13 TIE TO EX.PAVEMENT
2+40.54 16.48 TIE TO EX.PAVEMENT
2+98.95 2.00%-2 Variable
3+19.17 14.00 Variable Variable 23.50
3+47.49 14.00 2.00%0.00%23.50
4+41.49 2.00%-4.00%23.50
5+35.49 2.00%0.00%23.50
6+31.95 2.00%-4.00%23.50
6+44.23 2.00%Variable 24.97
6+75.00 2.00%-1.80%32.45
7+14.90 14.00 2.00%-2.00%42.14
7+23.13 14.00 2.00%-2.00%Variable
7+26.24 14.00 2.00%-2.00%43.50
7+27.93 Variable 2.00%-2.00%43.50
7+55.70 19.45 2.00%-2.00%43.50
7+94.53 32.83 2.50%-2.00%43.50 Lt.Side EP Return
7+97.82 N/A N/A -1.80%43.50 Rt. CG Return
8+19.90 N/A N/A -1.80%43.50 Rt. CG Return
8+60.10 11+35.70 Variable Variable Variable Variable Lt.Side Tie to existing pavement, Rt.side see plan for grades
8+76.12 Variable Variable -3.00%43.50 Low Point, Lt.Side tie to existing pavement
10+53.60 Variable Variable -1.80%43.50 Lt.Side tie to existing pavement
10+64.41 Variable Variable -1.80%41.04 Lt.Side tie to existing pavement
10+78.09 Variable Variable -1.90%33.64 Lt.Side tie to existing pavement
10+92.18 Variable Variable -2.00%23.61 Lt.Side tie to existing pavement
11+14.22 Variable Variable -2.00%11.28 Lt.Side tie to existing pavement
11+34.96 Variable Variable -2.00%8.00 Lt.Side tie to existing pavement
11+56.78 42.62 Variable -2.00%8.00 Lt.Side tie to existing pavement
11+82.01 26.02 2.00%-2.00%8.00
12+07.76 15.77 2.00%-2.00%8.00 Lt.EP Return
12+69.95 20.63 2.00%-2.00%8.00 Rt.EP Return
13+08.99 20.94 2.00%-2.00%8.00 Lt.Side Transition
13+47.95 14.00 2.00%-2.00%8.00 Lt.Side Transition
13+47.95 15+66.92 15+66.92 14.00 2.00%-2.00%8.00 Lt.Side Begin Taper
16+70.26 21.98 2.00%-2.00%8.00 Lt.Side End Taper
16+75.00 17+75.00 14.00 2.00%-2.00%8.00
17+75.00 20+26.44 14.00 2.00%-2.00%8.00 Berm grading Rt.Side
20+26.44 CL Cap.Lane Entrance Grading See Plan
Left
7+05.5 14.00 2.00%-2.00%42.14 Lt begin 2' shoulder
3+85.0 16.5+/-2.00%0.00%23.50 Lt end 2' shoulder, pvmt to face of wall
16.5+/-
16.5+/-
16.5+/-
16.5+/-
16.5+/-
Lt pvmt to face of wall
Lt pvmt to face of wall
Lt pvmt to face of wall
Lt pvmt to face of wall
Lt pvmt to face of wall
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
CROSSING NOTES:
YARD ACCESS GEOMETRY
YARD ACCESS STATIONS
CAPITOL LANE GEOMETRY
CAPITOL LANEINBOUND YARD ACCESS ROAD
YARD ACCESS TYPICAL
see table for variations
CAPITOL LANE TYPICAL
Station Notes
From To Special
1+33.62 RT.TIE TO EX.PAVEMENT, 2' SHOULDER
1+66.45 END SHOULDER, BEGIN CG-6
1+33.65 5+28.77 LT.SIDE TIE TO EX.PAVEMENT
5+00.00 RT.SIDE END CG-6, BEGIN 8' PVMT W/ 2' SHOULDER
5+28.77 LT.SIDE BEGIN 8' PVMT AND 2' SHOULDER
6+27.81 LT.SIDE START RETURN
6+45.73 RT.BEGIN EP RETURN
7+05.56 LT.SIDE END EP RETURN
7+11.00 TIE TO EXISTING PAVMENT
CAPITOL LANE STATIONS
Station Notes
From To Special
6+38.00 BEGIN CONSTRUCTION MATCH TO EX.PAVEMENT
7+09.95 LT.SIDE BEGIN EP RETURN
7+12.83 RT.SIDE BEGIN EP RETURN
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
25
CS125
IN
B
O
U
N
D
Y
A
R
D
A
C
C
E
S
S
R
O
A
D
P
L
A
N
A
N
D
PR
O
F
I
L
E
51
60
61
63
64
70
71
72
73
7490
91
92
CA
P
I
T
O
L
L
A
N
E
STORM WATER DETENTION POND
FINISH PRODUCT YARD
FINISH PRODUCT YARD
ST
O
R
M
P
R
O
F
I
L
E
S
CROSSING NOTES:
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
26
CS126
CROSSING NOTES:
FU
T
U
R
E
S
T
O
R
M
FU
T
U
R
E
S
T
O
R
M
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
27
CS127
ST
O
R
M
P
R
O
F
I
L
E
S
DR
A
I
N
A
G
E
D
I
V
I
D
E
S
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
28
CS128
FF=728.00
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC LOC
LOC
LOC
LOC
CA
P
I
T
O
L
L
A
N
E
HOGE
R
U
N
CITY
O
F
W
I
N
C
H
E
S
T
E
R
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
PIN 63-A-115
TREX COMPANY, INC.
INST. 160003174
5.1174 ACRES
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
RECEIVING SHIPPING ACCESS ROAD
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
ONE STORY METAL
BUILDING
F.F.E. (718.53)
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
TM 371-1-1
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
STORM WATER DETENTION POND
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
FINISH PRODUCT YARD
CONCRETE BUILDING
(BLDG. #4)
F.F.E. = 738.60
R & D - BUILDING 2
to Str.# 11
DA=0.13 Ac.
C=0.59
Tc=5 min.
to Str.# 12
DA=0.20 Ac.
C=0.58
Tc=5 min.
to Str.# 13
DA=0.09 Ac.
C=0.54
Tc=5 min.
to Str.# 14
DA=0.94 Ac.
C=0.80
Tc=5 min.
to Str.# 17
DA=0.62 Ac.
C=0.85
Tc=5 min.
to Str.# 18
DA=0.62 Ac.
C=0.85
Tc=5 min.
to Str.# 20
DA=0.27 Ac.
C=0.52
Tc=5 min.
to Str.# 21
DA=0.64 Ac.
C=0.85
Tc=5 min.
to Str.# 23
DA=0.33 Ac.
C=0.45
Tc=5 min.
to Str.# 24
DA=0.42 Ac.
C=0.60
Tc=5 min.
to Str.# 25
DA=0.23 Ac.
C=0.83
Tc=5 min.
to Str.# 26
DA=0.18 Ac.
C=0.79
Tc=5 min.
to Str.# 28
DA=0.45 Ac.
C=0.72
Tc=5 min.
to Str.# 29
DA=0.68 Ac.
C=0.58
Tc=5 min.
to Str.# 31
DA=0.56 Ac.
C=0.63
Tc=5 min.
to Str.# 32
DA=0.84 Ac.
C=0.85
Tc=5 min.
to Str.# 33
DA=0.80 Ac.
C=0.85
Tc=5 min.
to Str.# 34
DA=0.11 Ac.
C=0.72
Tc=5 min.
to Str.# 35
DA=0.75 Ac.
C=0.85
Tc=5 min.
to Str.# 51
DA=1.83 Ac.
C=0.77
Tc=5 min.
to Str.# 63
DA=0.41 Ac.
C=0.68
Tc=5 min.
to Str.# 71
DA=0.69 Ac.
C=0.82
Tc=5 min.
to Str.# 72
DA=0.18 Ac.
C=0.76
Tc=5 min.
to Str.# 91
DA=1.30 Ac.
C=0.90
Tc=5 min.
to Str.# 92
DA=0.93 Ac.
C=0.90
Tc=5 min.
to Str.# 73
DA=0.10 Ac.
C=0.78
Tc=5 min.
to Str.# 74
DA=0.10 Ac.
C=0.78
Tc=5 min.
to Str.# 99
DA=0.50 Ac.
C=0.57
Tc=5 min.
ST
O
R
M
C
O
M
P
U
T
A
T
I
O
N
S
From To DA C CA Inlet Time Peak Time Intensity Q10 Inverts Length Slope Dia Cap Vel Flow Time
(Acres)Factor Incr.Accum.(min)(mim)(in/hr)(cfs)US DS (ft)(ft/ft)(in)(cfs)(fps)(min)
92 91 0.93 0.90 0.84 0.84 5.00 5.00 6.42 5.38 720.15 714.33 162.30 0.0358 15 10.60 8.67 0.31
91 90 1.30 0.90 1.17 2.01 5.00 5.31 6.33 12.72 714.33 714.00 64.73 0.0051 24 16.20 5.71 0.19
72 71 0.18 0.76 0.14 0.14 5.00 5.00 6.42 0.89 714.87 713.87 199.50 0.0050 15 3.97 2.61 1.27
71 70 0.69 0.82 0.57 0.70 5.00 6.27 6.06 4.27 713.62 713.54 16.84 0.0050 18 6.45 3.90 0.07
64 61 4.33 0.90 3.90 3.90 5.00 5.00 6.42 25.03 715.69 713.76 120.80 0.0160 24 28.61 10.27 0.20
63 61 0.41 0.68 0.28 0.28 5.00 5.00 6.42 1.79 715.94 714.51 114.46 0.0125 15 7.22 4.88 0.39
61 60 0.00 0.80 0.00 4.18 5.00 5.39 6.31 26.35 713.26 712.99 26.42 0.0102 30 41.45 8.95 0.05
35 12 0.75 0.85 0.64 0.64 5.00 5.00 6.42 4.10 720.00 717.79 49.00 0.0451 15 13.71 9.76 0.08
33 28 0.80 0.85 0.68 0.68 5.00 5.00 6.42 4.34 720.64 713.99 131.06 0.0507 15 14.54 10.35 0.21
32 31 0.84 0.85 0.71 0.71 5.00 5.00 6.42 4.58 720.65 719.00 49.00 0.0337 12 6.54 9.01 0.09
31 30 0.56 0.63 0.35 1.07 5.00 5.09 6.40 6.82 718.75 717.00 56.42 0.0309 18 16.01 8.70 0.11
30 29 0.00 0.50 0.00 1.07 5.00 5.20 6.37 6.79 716.75 715.54 59.63 0.0203 18 12.98 7.43 0.13
29 28 0.68 0.58 0.40 1.46 5.00 5.33 6.33 9.25 715.29 712.24 115.55 0.0264 18 14.78 8.83 0.22
28 23 0.45 0.72 0.33 2.46 5.00 5.55 6.27 15.44 711.99 710.81 67.40 0.0175 24 29.92 9.60 0.12
26 25 0.18 0.79 0.14 0.14 5.00 5.00 6.42 0.89 713.87 713.01 51.47 0.0167 15 8.34 4.43 0.19
25 24 0.23 0.83 0.19 0.33 5.00 5.19 6.37 2.07 713.01 711.54 100.27 0.0147 15 7.83 5.39 0.31
24 23 0.42 0.60 0.25 0.57 5.00 5.50 6.28 3.61 711.29 710.81 63.26 0.0075 18 9.09 4.85 0.22
23 22 0.33 0.45 0.15 3.19 5.00 5.72 6.22 19.83 710.56 710.50 10.08 0.0065 30 33.05 7.04 0.02
21 20 0.64 0.85 0.54 0.54 5.00 5.00 6.42 3.49 732.08 729.80 78.52 0.0290 12 5.26 7.16 0.18
20 19 0.27 0.52 0.14 0.69 5.00 5.18 6.37 4.38 729.80 728.57 36.54 0.0338 15 10.30 8.05 0.08
19 18 0.00 0.50 0.00 0.69 5.00 5.26 6.35 4.36 728.57 726.48 87.40 0.0239 15 8.64 7.06 0.21
18 17 0.62 0.85 0.53 1.22 5.00 5.46 6.29 7.66 726.48 723.62 158.79 0.0180 18 12.21 7.30 0.36
17 16 0.62 0.85 0.53 1.75 5.00 5.83 6.19 10.82 723.62 722.17 66.89 0.0217 18 13.42 8.45 0.13
16 15 0.00 0.50 0.00 1.75 5.00 5.96 6.15 10.76 721.17 714.82 262.99 0.0241 18 16.31 9.86 0.44
15 13 0.00 0.50 0.00 1.75 5.00 6.40 6.03 10.54 714.57 714.15 84.00 0.0050 24 15.99 5.44 0.26
14 13 0.94 0.80 0.75 0.75 5.00 5.00 6.42 4.83 715.34 714.15 75.83 0.0156 15 8.08 6.88 0.18
13 12 0.09 0.54 0.05 2.55 5.00 6.66 5.95 15.17 713.90 713.48 83.90 0.0050 30 25.18 5.37 0.26
12 11 0.11 0.72 0.08 3.27 5.00 6.92 5.88 19.21 713.23 712.86 70.67 0.0052 30 29.69 6.43 0.18
11 10 0.34 0.58 0.20 3.46 5.00 7.10 5.83 20.18 712.61 712.50 16.12 0.0070 30 34.26 7.27 0.04
INLET SAG INLETS ONLY GRATE INLETS ONLY
NU
M
B
E
R
TY
P
E
LE
N
G
T
H
(
F
T
)
DR
A
I
N
A
G
E
A
R
E
A
(
A
C
)
C CA
su
m
C
A
Tc
,
T
i
m
e
t
o
I
n
l
e
t
(
M
I
N
)
I
(
I
N
/
H
R
)
Q,
I
N
C
R
(
C
F
S
)
Qb
,
C
A
R
R
Y
O
V
E
R
(
C
F
S
)
QT
,
G
U
T
T
E
R
F
L
O
W
(
C
F
S
)
S,
G
U
T
T
E
R
S
L
O
P
E
(
F
T
/
F
T
)
Sx
,
C
R
O
S
S
S
L
O
P
E
(
F
T
/
F
T
)
T,
S
P
R
E
A
D
W
(
F
T
)
W/
T
Sw
(
F
T
/
F
T
)
Sw
/
S
x
Eo
a=
1
2
W
(
S
w
-
S
x
)
+
L
o
c
a
l
D
e
p
r
e
s
s
i
o
n
S'
w
=
a
/
(
1
2
W
)
Se
=
S
x
+
S
'
w
(
E
o
)
,
(
F
T
/
F
T
)
CO
M
P
U
T
E
D
L
E
N
G
T
H
L
t
,
(
F
T
)
L,
S
P
E
C
I
F
I
E
D
L
E
N
G
T
H
(
F
T
)
L/
L
t
E
Qi
,
I
N
T
E
R
C
E
P
T
E
D
(
C
F
S
)
Qb
,
C
A
R
R
Y
O
V
E
R
(
C
F
S
)
d
(
F
T
)
h
(
F
T
)
d/
h
T,
S
P
R
E
A
D
@
S
A
G
(
F
T
)
EF
F
E
C
T
I
V
E
P
E
R
I
M
E
T
E
R
d
(
F
T
)
11 DI-3B RIGHT (L=8')8.00 0.34 0.58 0.20 0.20 5.00 6.42 1.26 0.00 1.26 0.0100 0.0200 5.56 2.0 0.3597 0.0833 4.17 0.852 3.52 0.147 0.14 6.57 8 1.22 1.000 1.26 0.00
12 DI-3BB LEFT (L=6')6.00 0.11 0.72 0.08 0.08 5.00 6.42 0.52 0.00 0.52 0.0100 0.0300 2.16 2.0 0.9259 0.0833 2.78 1.000 3.28 0.137 0.17 4.18 6 1.44 1.000 0.52 0.00
13 DI-3BB LEFT (L=8')8.00 0.09 0.54 0.05 0.05 5.00 6.42 0.31 0.00 0.31 0.0618 0.0200 1.25 2.0 1.6000 0.0833 4.17 1.000 3.52 0.147 0.17 5.81 8 1.38 1.000 0.31 0.00
14 DI-3B RIGHT (L=14')14.00 0.94 0.80 0.75 0.75 5.00 6.42 4.83 0.00 4.83 0.0060 0.0200 12.40 2.0 0.1613 0.0833 4.17 0.477 3.52 0.147 0.09 13.20 14 1.06 1.000 4.83 0.00
15 MH-2-4DIA 0.00 0.50 0.00 0.00 5.00 6.42 0.00 0.00
16 MH-2-4DIA 0.00 0.50 0.00 0.00 5.00 6.42 0.00 0.00
17 MH-2-4DIA 0.62 0.85 0.53 0.53 5.00 6.42 3.41 0.00
18 Nyloplast Round 24''0.62 0.85 0.53 0.53 5.00 6.42 3.41 0.00 3.14 0.296
19 Nyloplast Round 24''0.00 0.50 0.00 0.00 5.00 6.42 0.00 0.00 3.14 0.001
20 Nyloplast Round 24''0.27 0.52 0.14 0.14 5.00 6.42 0.92 0.00 3.14 0.212
21 Nyloplast Round 24''0.64 0.85 0.54 0.54 5.00 6.42 3.49 0.00 3.14 0.311
23 DI-3B RIGHT (L=6')6.00 0.33 0.45 0.15 0.15 5.00 6.42 0.96 0.00 0.96 0.0100 0.0200 4.62 2.0 0.4329 0.0833 4.17 0.914 3.52 0.147 0.15 5.66 6 1.06 1.000 0.96 0.00
24 DI-3C (L=10')10.00 0.42 0.60 0.25 0.25 5.00 6.42 1.60 0.00 1.60 0.0050 0.0200 7.75 2.0 0.2581 0.0833 4.17 0.704 3.52 0.147 0.12 6.51 10 1.54 1.000 1.60 0.00 0.14 0.43 0.32 6.83
25 DI-3B LEFT (L=8')8.00 0.23 0.83 0.19 0.19 5.00 6.42 1.20 0.00 1.20 0.0100 0.0200 5.39 2.0 0.3711 0.0833 4.17 0.863 3.52 0.147 0.15 6.40 8 1.25 1.000 1.20 0.00
28 DI-3BB RIGHT (L=12')12.00 0.45 0.72 0.33 0.33 5.00 6.42 2.09 0.00 2.09 0.0300 0.0200 5.41 2.0 0.3697 0.0833 4.17 0.862 3.52 0.147 0.15 11.24 12 1.07 1.000 2.09 0.00
29 DI-7 0.68 0.58 0.40 0.40 5.00 6.42 2.54 0.00 5.5 0.287
30 MH-2-4DIA 0.00 0.50 0.00 0.00 5.00 6.42 0.00 0.00
31 DI-3B RIGHT (L=10')10.00 0.56 0.63 0.35 0.35 5.00 6.42 2.27 0.00 2.27 0.0100 0.0300 6.15 2.0 0.3252 0.0833 2.78 0.757 3.28 0.137 0.13 8.85 10 1.13 1.000 2.27 0.00
32 Nyloplast Round 24''0.84 0.85 0.71 0.71 5.00 6.42 4.58 0.00 3.14 0.534
33 Nyloplast Round 24''0.80 0.85 0.68 0.68 5.00 6.42 4.34 0.00 3.14 0.481
35 Nyloplast Round 24''0.75 0.85 0.64 0.64 5.00 6.42 4.10 0.00 3.14 0.427
51 CURB CUT (L=14') Sag 14.00 1.85 0.77 1.42 1.42 5.00 6.42 9.14 0.00 9.14 0.0050 0.0298 13.13 2.0 0.1523 0.0833 2.80 0.412 3.28 0.137 0.09 16.76 14 0.84 0.961 8.78 0.36 0.37 0.43 0.86 12.38
61 MH-2-4DIA 0.00 0.80 0.00 0.00 5.00 6.42 0.00 0.00
63 DI-1 0.41 0.68 0.28 0.28 5.00 6.42 1.78 0.00 4 0.281
64 MH-2-4DIA 4.33 0.90 3.90 3.90 5.00 6.42 25.02 0.00
71 DI-3B LEFT (L=14')14.00 0.69 0.82 0.57 0.57 5.00 6.42 3.64 0.00 3.64 0.0186 0.0200 8.42 2.0 0.2375 0.0833 4.17 0.663 3.52 0.147 0.12 14.04 14 1.00 1.000 3.64 0.00
72 DI-3C (L=8')8.00 0.18 0.76 0.14 0.14 5.00 6.42 0.89 0.00 0.89 0.0001 0.0300 11.24 2.0 0.1779 0.0833 2.78 0.475 3.28 0.137 0.09 1.84 8 4.35 1.000 0.89 0.00 0.10 0.43 0.24 3.40
73 PAVEMENT 7.00 0.10 0.78 0.08 0.08 5.00 6.42 0.52 0.00 0.52 0.0001 0.0200 11.46 2.0 0.1745 0.0833 4.17 0.513 3.52 0.147 0.10 1.47 7 4.78 1.000 0.52 0.00
74 END CURB 7.00 0.10 0.78 0.08 0.08 5.00 6.42 0.48 0.00 0.48 0.0050 0.0200 3.44 2.0 0.5814 0.0833 4.17 0.975 3.52 0.147 0.16 3.33 7 2.10 1.000 0.48 0.00
91 DI-3B RIGHT (L=20')20.00 1.30 0.90 1.17 1.17 5.00 6.42 7.52 0.00 7.52 0.0139 0.0150 14.96 2.0 0.1337 0.0833 5.55 0.431 3.64 0.152 0.08 21.90 20 0.91 0.988 7.43 0.09
92 DI-3B RIGHT (L=20')20.00 0.93 0.90 0.84 0.84 5.00 6.42 5.37 0.00 5.37 0.0175 0.0150 12.25 2.0 0.1633 0.0833 5.55 0.523 3.64 0.152 0.09 18.52 20 1.08 1.000 5.37 0.00
99 DI-3B (L=10')10.00 0.50 0.57 0.29 0.29 5.00 6.42 1.83 0.00 1.83 0.0170 0.0100 8.95 2.0 0.2235 0.0833 8.33 0.751 3.76 0.157 0.13 9.75 10 1.03 1.000 1.83 0.00
Junction Loss Elev
Inlet US Outlet Do Qo Lo Sfo Hf Vo Ho Qi Vi QiVi Vi^2/2g Hi Angle Hdelta Ht 1.3Ht 0.5Ht Final H Water Rim
Station Inlet WSE in cfs ft ft/ft ft ft ft ft ft ft ft ft Surface Elev
10 Starting Elevation 715.00 712.53
11 715.00 30 20.18 16.12 0.0024 0.04 7.27 0.20 0.22 0.08 0.51 0.67 0.33 0.37 715.37 718.00
12 19.21 6.43 123.62 0.64 0.22 11 0.08
12 715.37 30 19.21 70.67 0.0022 0.16 6.43 0.16 0.42 0.25 0.83 1.08 0.54 0.70 716.07 726.52
13 15.17 5.37 81.45 0.45 0.16 65 0.25
35 4.10 8.80 36.03 1.20 0.42 11 0.16
13 716.07 30 15.17 83.90 0.0018 0.15 5.37 0.11 0.26 0.28 0.65 0.84 0.42 0.57 716.64 721.99
14 4.83 6.88 33.19 0.73 0.26 14 0.10
15 10.54 5.44 57.28 0.46 0.16 76 0.28
14 716.64 15 4.83 75.83 0.0056 0.42 6.88 0.18 0.00 0.00 0.18 0.24 0.12 0.54 717.19 719.34
-
15 716.64 24 10.54 84.00 0.0022 0.18 5.44 0.11 0.53 0.00 0.64 0.00 0.32 0.50 717.15 723.05
16 10.76 9.86 106.08 1.51 0.53 0 0.00
16 717.15 18 10.76 262.99 0.0105 2.76 9.86 0.38 0.39 0.78 1.54 0.00 0.77 3.53 720.68 727.71
17 10.82 8.45 91.43 1.11 0.39 90 0.78
17 723.67 18 10.82 66.89 0.0141 0.95 8.45 0.28 0.29 0.00 0.57 0.74 0.37 1.31 724.98 728.26
18 7.66 7.30 55.92 0.83 0.29 0 0.00
18 725.12 18 7.66 158.79 0.0071 1.12 7.30 0.21 0.27 0.00 0.48 0.62 0.31 1.44 726.56 732.01
19 4.36 7.06 30.80 0.77 0.27 0 0.00
19 727.73 15 4.36 87.40 0.0061 0.53 7.06 0.19 0.35 0.25 0.80 0.00 0.40 0.93 728.66 733.53
20 4.38 8.05 35.23 1.01 0.35 21 0.25
20 729.82 15 4.38 36.54 0.0061 0.22 8.05 0.25 0.28 0.20 0.73 0.95 0.47 0.70 730.51 733.52
21 3.49 7.16 25.02 0.80 0.28 21 0.20
21 730.80 12 3.49 78.52 0.0128 1.01 7.16 0.20 0.00 0.00 0.20 0.26 0.13 1.13 731.94 735.09
-
35 719.04 15 4.10 49.00 0.0054 0.26 8.80 0.30 0.00 0.00 0.30 0.39 0.20 0.46 719.50 727.05
-
22 Starting Elevation 713.72 712.53
23 713.72 30 19.78 10.08 0.0023 0.02 7.04 0.19 0.50 0.24 0.93 1.21 0.61 0.63 714.35 716.69
24 3.61 4.85 17.51 0.37 0.13 80 0.24
28 15.36 9.59 147.32 1.43 0.50 4 0.00
24 714.35 18 3.61 63.26 0.0012 0.07 4.85 0.09 0.16 0.00 0.25 0.32 0.16 0.24 714.59 716.31
25 2.07 5.39 11.15 0.45 0.16 1 0.00
25 714.59 15 2.07 100.27 0.0010 0.10 5.39 0.11 0.11 0.17 0.39 0.51 0.25 0.36 714.94 717.07
26 0.89 4.43 3.94 0.30 0.11 61 0.17
26 714.94 15 0.89 51.47 0.0002 0.01 4.43 0.08 0.00 0.00 0.08 0.10 0.05 0.06 715.00 715.00
-
28 714.35 24 15.36 67.40 0.0046 0.31 9.59 0.36 0.47 0.58 1.41 1.83 0.92 1.23 715.58 723.89
29 9.21 8.82 81.23 1.21 0.42 40 0.52
33 4.34 9.32 40.51 1.35 0.47 44 0.58
29 715.58 18 9.21 115.55 0.0102 1.18 8.82 0.30 0.30 0.48 1.08 1.40 0.70 1.88 717.46 720.50
30 6.75 7.42 50.12 0.85 0.30 61 0.48
30 717.46 18 6.75 59.63 0.0055 0.33 7.42 0.21 0.30 0.42 0.93 0.00 0.47 0.80 718.26 724.43
31 6.82 7.39 50.43 0.85 0.30 54 0.42
31 718.50 18 6.82 99.81 0.0056 0.56 7.39 0.21 0.53 0.92 1.66 2.15 1.08 1.64 720.14 726.97
32 4.58 9.85 45.06 1.51 0.53 79 0.92
32 720.14 12 4.58 49.00 0.0220 1.08 9.85 0.38 0.00 0.00 0.38 0.49 0.24 1.32 721.46 727.90
-
33 715.58 15 4.34 131.06 0.0060 0.79 9.32 0.34 0.00 0.00 0.34 0.44 0.22 1.01 716.59 727.90
-
60 Starting Elevation 715.49 712.53
61 715.49 30 26.35 26.42 0.0041 0.11 8.95 0.31 0.57 0.49 1.37 0.00 0.69 0.80 716.29 718.03
63 1.79 4.88 8.71 0.37 0.13 0 0.00
64 25.03 10.27 256.97 1.64 0.57 25 0.49
63 716.29 15 1.79 114.46 0.0008 0.09 4.88 0.09 0.00 0.00 0.09 0.12 0.06 0.15 716.43 718.84
-
64 716.29 24 25.03 120.80 0.0122 1.48 10.27 0.41 0.00 0.00 0.41 0.53 0.27 1.74 718.03 721.35
-
70 Starting Elevation 715.04 712.53
71 715.04 18 4.27 16.84 0.0022 0.04 3.90 0.06 0.04 0.06 0.16 0.20 0.10 0.14 715.18 718.85
72 0.89 2.61 2.31 0.11 0.04 68 0.06
72 715.18 15 0.89 199.50 0.0003 0.05 2.61 0.03 0.00 0.00 0.03 0.03 0.02 0.07 715.25 719.65
-
90 Starting Elevation 716.00 712.53
91 716.00 24 12.72 64.73 0.0032 0.20 5.71 0.13 0.41 0.58 1.12 1.45 0.73 0.93 716.93 721.23
92 5.38 8.67 46.60 1.17 0.41 52 0.58
92 716.93 15 5.38 162.30 0.0092 1.50 8.67 0.29 0.00 0.00 0.29 0.38 0.19 1.69 718.62 723.95
-
Ditch Comps
ID ROAD NAME SIDE STATIONING Direction of AREA C CA CA Tc I2 Q2 CHANNEL GEOMETRY DITCH SLOPE EARTH PROTECTIVE LINING 10 YEAR COMPS
L/R START END Flow INCR ACC LEFT BOTTOM RIGHT TOTAL TYPE VEL fps ALLOW Actual
(A)head/(B)ack SLOPE WIDTH SLOPE DEPTH (V,T,R)Ft./Ft.Allow Actual VEL fps Type VEL.DEPTH I10 Q10 DEPTH
1 Str10-Outfall 00+00.0 -00+50.0 3.46 1 3.46 3.46 7.10 4.10 14.2 2 6 2 1 T 0.0553 2.5 5.58 4 EC-2 3.99 0.51 5.83 20.17 0.62
2 Str10-Outfall -00+50.0 END 3.46 1 3.46 3.46 7.10 4.10 14.2 2 6 2 1 T 0.0270 2.5 4.41 4 EC-2 3.14 0.62 5.83 20.17 0.76
3 Str22-Outfall 00+00.0 -00+30.0 3.19 1 3.19 3.19 5.78 4.47 14.3 2 6 2 1 T 0.0848 2.5 6.43 10 EC-3 Type A 4.61 0.45 6.20 19.78 0.54
4 Str22-Outfall -00+30.0 END 3.19 1 3.19 3.19 5.80 4.47 14.2 2 6 2 1 T 0.0186 2.5 3.91 4 EC-2 2.77 0.70 6.20 19.77 0.84
5 Str60-Outfall 00+00.0 -00+68.0 4.18 1 4.18 4.18 5.39 4.58 19.2 2 6 2 1 T 0.0416 2.5 5.64 4 EC-2 4.01 0.65 6.31 26.38 0.78
6 Str60-Outfall -00+68.0 End 4.18 1 4.18 4.18 5.36 4.59 19.2 2 6 2 1 T 0.0150 2.5 4.01 4 EC-2 2.83 0.87 6.32 26.42 1.05
6 Str51-Outfall 00+00.0 End 1.42 1 1.42 1.42 5.0 4.69 6.7 2 5 2 1 T 0.0100 2.5 2.57 4 EC-2 1.82 0.59 6.42 9.12 0.71
FUTURE STORM PIPES
From To DA C CA Inlet Time Peak Time Intensity Q10 Inverts Length Slope Dia Cap Vel Flow Time
(Acres)Factor Incr.Accum.(min)(mim)(in/hr)(cfs)US DS (ft)(ft/ft)(in)(cfs)(fps)(min)
F8 F7 3.46 1.00 3.46 3.46 7.10 7.10 5.83 20.17 712.50 712.37 18.42 0.0071 30 34.44 7.29 0.04
F7 F6 0.00 0.01 0.00 3.46 5.00 7.14 5.82 20.13 711.17 711.01 25.20 0.0065 30 33.06 7.06 0.06
F5 F4 0.42 0.60 0.25 0.25 5.00 5.00 6.42 1.62 711.89 711.54 12.96 0.0268 18 17.19 6.12 0.04
F2 F3 0.00 0.01 0.00 3.19 5.00 5.74 6.21 19.82 709.13 709.00 19.54 0.0065 30 33.06 7.04 0.05
F1 F2 3.19 1.00 3.19 3.19 5.70 5.70 6.22 19.86 710.50 710.40 15.28 0.0065 30 33.05 7.04 0.04
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
29
CS129
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
30
CS130
ST
O
R
M
D
E
T
A
I
L
S
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
31
CS131
ST
O
R
M
D
E
T
A
I
L
S
CLEANWAY DOWNSPOUT FILTER NOTES
1.SEE PLUMBING DRAWINGS FOR DOWNSPOUT
LOCATIONS.
2.ALL CONNECTIONS ON THE CLEANWAY UNITS
SHALL BE SIZED FOR 8" PVC PIPE.
3.DOWNSPOUNT PIPE TO CONNECT TO TOP
OPENING OF CLEANWAY UNIT. NECESSARY
FITTINGS TO BE PROVIDED BY CONTRACTOR.
4.BOTTOM DISCHARGE OPENING TO BE USED FOR
A DRY FILTATION. ALL UNUSED OPENING ARE TO
BE PLUGGED.
5.DISCHARGE PIPE TO EXTEND DOWNWARD AND
CONNECT TO THE ADJACENT STORM STRUCTURE
AS SHOWN ON A MAX SLOPE OF 1
8":1'. ALL
NECESSARY BENDS AND FITTING TO BE PROVIDE
BY THE CONTRACTOR. SEE STORM PROFILES
FOR DISCHARGE CONNECTION ELEVATION.
CONN FOR 8"
DOWNSPOUT (TYP)
ST
O
R
M
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
STORM WATER NARRATIVE:
DRAINAGE AREA
QUANTITY ANALYSIS
QUALITY ANALYSIS
OVERALL DRAINAGE SHED FOR 1% RULE
ANALYSIS AREA / SOILS MAP
EXISTING POND ANALYSIS AREA
Runoff Events
1 Year 2.40
2 Year 2.89
10 Year 4.22
100 Year 6.65
24Hr Storm (Inches)
Notes
·
·
Events for Subcatchment Pre:
Event Rainfall
(inches)
Runoff
(cfs)
Volume
(acre-feet)
Depth
(inches)
1-Year 2.40 15.30 0.804 1.86
2-Year 2.89 18.91 1.009 2.34
10-Year 4.22 28.62 1.572 3.64
100-Year 6.65 46.13 2.611 6.05
Events for Link Pst: Study
Event Inflow
(cfs)
Primary
(cfs)
Elevation
(feet)
1-Year 13.50 13.50 0.00
2-Year 16.45 16.45 0.00
10-Year 24.40 24.40 0.00
100-Year 45.99 45.99 0.00
Events for Pond SWM: Bio #1
Event Inflow
(cfs)
Outflow
(cfs)
Primary
(cfs)
Secondary
(cfs)
Elevation
(feet)
Storage
(cubic-feet)
1-Year 2.74 0.02 0.02 0.00 712.51 6,408
2-Year 3.34 0.05 0.05 0.00 712.64 6,669
10-Year 4.95 0.27 0.16 0.11 713.51 8,546
100-Year 7.87 7.56 0.19 7.37 713.78 9,177
Summaries for All Events
SOURCE: NRCS - WEB SOIL SURVEY
SOIL BOUNDARIES
SOILS LEGEND
MAP MAP UNIT NAME HYDRAULIC
SYMBOL SOIL GROUP
D6CCARBO-OAKLET, VERY ROCK SILY LOAMS, 2 TO 15 PERCENT SLOPES
C32BOAKLET SILT LOAM, 2 TO 7 PERCENT SLOPES
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
32
CS132
DA=1451 Ac.+/-
2.27± Sq. Miles
PROJECT
AREA
6C32B
6C32B 51
60
61
63
64
70
71
72
73
7490
91
92
LOC
LOC
LOC
LOC
LOC
LOC
CA
P
I
T
O
L
L
A
N
E
T
R
A
V
.
S
1
1
N
=
7
0
9
6
3
9
1
.
3
5
1
E
=
1
1
5
7
2
2
7
8
.
0
4
5
E
L
E
V
.
=
7
3
5
.
5
7
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
STORM WATER DETENTION POND
Demo.
Ex. Concrete
Re
m
o
v
e
Tr
e
e
s
u
n
d
e
r
g
r
o
u
n
d
Ex. Concrete w/ slotted
Remove
Ex. Pipe
Demo.
Ex. Asphalt
Relocate FH
and Valve.
Abandon pipe
Demo.
Ex. Asphalt
Remove
Ex. Pipe
FINISH PRODUCT YARD
FINISH PRODUCT YARD
FINISH PRODUCT YARD
Abandon
Ex. Lateral
Demo.
Ex. Asphalt
Cut 1" water
line and cap
Remove Light Pole
and terminate elec.
[Pre]
PRE-DEVELOPMENT AREA
DA=5.179 AC.
CN=95
Tc=7.5 Min.
[Pst02]
POST DEVELOPMENT
(UN-DETAINED)
DA=4.306 AC.
CN=97
Tc=7.5 Min.
[Pst01]
POST DEVELOPMENT
(BIO-RETENTION)
DA=.873 AC.
CN=97
Tc=7.5 Min.
ST
O
R
M
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
Summary for Subcatchment Pre:
Runoff =15.30 cfs @ 11.99 hrs, Volume=0.804 af, Depth>1.86"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type II 24-hr 1-Year Rainfall=2.40"
Area (ac)CN Description
0.994 80 >75% Grass cover, Good, HSG D
2.217 98 Paved parking, HSG D
1.968 98 Paved parking, HSG C
5.179 95 Weighted Average
Tc Length Slope Velocity Capacity Description
(min)(feet)(ft/ft)(ft/sec)(cfs)
7.5 Direct Entry,
Summary for Subcatchment Pst01:
Runoff =2.74 cfs @ 11.98 hrs, Volume=0.150 af, Depth>2.06"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type II 24-hr 1-Year Rainfall=2.40"
Area (ac)CN Description
0.067 80 >75% Grass cover, Good, HSG D
0.790 98 Paved parking, HSG D
0.016 98 Paved parking, HSG C
0.873 97 Weighted Average
Tc Length Slope Velocity Capacity Description
(min)(feet)(ft/ft)(ft/sec)(cfs)
7.5 Direct Entry,
Summary for Subcatchment Pst02: Un-detained
Runoff =13.50 cfs @ 11.98 hrs, Volume=0.740 af, Depth>2.06"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Type II 24-hr 1-Year Rainfall=2.40"
Area (ac)CN Description
0.304 80 >75% Grass cover, Good, HSG D
2.049 98 Paved parking, HSG D
1.953 98 Paved parking, HSG C
4.306 97 Weighted Average
Tc Length Slope Velocity Capacity Description
(min)(feet)(ft/ft)(ft/sec)(cfs)
7.5 Direct Entry,
Summary for Pond SWM: Bio #1
Inflow Area =0.873 ac, Inflow Depth > 2.06" for 1-Year event
Inflow =2.74 cfs @ 11.98 hrs, Volume=0.150 af
Outflow =0.02 cfs @ 23.15 hrs, Volume=0.003 af, Atten= 99%, Lag= 670.1 min
Primary =0.02 cfs @ 23.15 hrs, Volume=0.003 af
Secondary=0.00 cfs @ 0.00 hrs, Volume=0.000 af
Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs
Peak Elev= 712.51' @ 23.15 hrs Surf.Area= 1,919 sf Storage= 6,408 cf
Plug-Flow detention time= 1,098.1 min calculated for 0.003 af (2% of inflow)
Center-of-Mass det. time= 624.6 min ( 1,395.3 - 770.7 )
Volume Invert Avail.Storage Storage Description
#1 707.67'11,016 cf Custom Stage Data (Prismatic) Listed below (Recalc)
Elevation Surf.Area Voids Inc.Store Cum.Store
(feet)(sq-ft)(%)(cubic-feet)(cubic-feet)
707.67 0 0.0 0 0
707.68 1,850 40.0 4 4
709.50 1,850 25.0 842 845
712.50 1,850 100.0 5,550 6,395
712.51 1,950 100.0 19 6,414
713.50 2,305 100.0 2,106 8,521
714.50 2,686 100.0 2,496 11,016
Device Routing Invert Outlet Devices
#1 Device 2 709.18'15.000 in/hr Exfiltration over Horizontal area above 709.18'
Excluded Horizontal area = 1,850 sf
#2 Primary 709.18'6.0" Round Culvert
L= 20.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 709.18' / 708.98' S= 0.0100 '/' Cc= 0.900
n= 0.010 PVC, smooth interior, Flow Area= 0.20 sf
#3 Secondary 713.50'20.0' long x 9.0' breadth Broad-Crested Rectangular Weir
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.46 2.55 2.70 2.69 2.68 2.68 2.67 2.64 2.64
2.64 2.65 2.64 2.65 2.65 2.66 2.67 2.69
Primary OutFlow Max=0.02 cfs @ 23.15 hrs HW=712.51' (Free Discharge)
2=Culvert (Passes 0.02 cfs of 1.66 cfs potential flow)
1=Exfiltration (Exfiltration Controls 0.02 cfs)
Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=707.67' (Free Discharge)
3=Broad-Crested Rectangular Weir ( Controls 0.00 cfs)
1 Year Computation
Constants
Type of Development Re-Development Storm Event
Jurisdiction State Avg.1 Year 2 Year 10 Year
Annual Rainfall (inches)43 2.5 3.0 4.0
Target Rainfall Event (inches)1.00
Phosphorus EMC (mg/L)0.26 1.86 Nitrogen EMC (mg/L)
Target Phosphorus Target Load (lb/acre/yr)0.41
Pj 0.90
Rv Coefficients A soils B Soils C Soils D Soils
Forest/Open Space 0.02 0.03 0.04 0.05
Managed Turf 0.15 0.20 0.22 0.25
Impervious Cover 0.95 0.95 0.95 0.95
Land Cover (Acres)
Pre-Development A soils B Soils C Soils D Soils Totals
Forest/Open Space 0.000 0.000 0.000 0.000 0.000
Managed Turf 0.000 0.000 0.804 7.148 7.952
Impervious Cover 0.000 0.000 0.271 2.333 2.604
Total 10.556
Post-Development A soils B Soils C Soils D Soils Totals
Forest/Open Space 0.000 0.000 0.000 0.000 0.000
Managed Turf 0.000 0.000 0.252 2.117 2.369
Impervious Cover 0.000 0.000 0.824 7.363 8.187
Total 10.556
Post Development Pre-Development
Land Cover Summary Final Re-Devel.New Impv.Listed Adjusted
Forest/Open Space Cover (acres)0.000 0.000 0.000 0.000
Weighted Rv(forest)0.00 0.000 0.000 0.000
% Forest 0.0%0.0%0.0%0.0%
Managed Turf Cover (acres)2.369 2.369 7.952 2.369
Weighted Rv(turf)0.25 0.247 0.247 0.247
% Managed Turf 22.4%47.6%75.3%47.6%
Impervious Cover (acres)8.187 2.604 5.583 2.604 2.604
Rv(impervious)0.95 0.95 0.95 0.950 0.950
% Impervious 77.6%52.4%24.7%52.4%
Total Site Area (acres)10.556 4.973 10.556 4.973
Site Rv 0.79 0.62 0.42 0.62
Treatment Volume (acre-ft)0.6969 0.2549 0.4420 0.3698 0.2549
Development Treatment Volume (cubic feet)30,355 11,102 19253 16,109 11,102
Development Load (TP) (lb/yr)19.07 6.98 12.10 10.12 6.98
Maximum % Reduction Req'd. Below Pre-Development Load 20.00%
Allowable Load (TP) (lb/yr)1.40 9.81
Total Load (TP) Reduction Required (lb/yr)11.20
Nitrogen Load (TN) (lb/yr)136.44 72.40 Pre-Development Load
Site Results
Total Site Area (Ac)10.556
Total Treated Area (Ac)0.873
% Treated 8%
Phosphorous
Total Treatment Volume (cf)30,355
Total Phosphorous Load Reduction Required (lb/yr)11.20
Runoff Reduction (cf)2,272
Phosphorous Load Reduction Achieved (lb/yr)1.60
Adjusted Post Development Phosphorous Load (TP) (lb/yr)17.47
Remaining Phosphorous Load Reduction (lb/yr) needed -9.60 -9.60 LB/YR Additional removal required
Nitrogen (for information purposes)
Total Treatment Volume (cf)30,355
Runoff Reduction (cf)2,272
Nitrogen Load Reduction Achieved (lb/yr)11.73
Adjusted Post Development Nitrogen Load (TP) (lb/yr)124.71
Drainage Area "A"Soils Total
A B C D Area Weighted RVs
Forest/Open Space Area (Ac.)0.000 0.000 0.000 0.000 0.000 0.00
CN 30 55 70 77
Managed Turf Area (Ac.)0.000 0.000 0.000 0.067 0.067 0.25
CN 39 61 74 80
Impervious Cover Area (Ac.)0.000 0.000 0.016 0.790 0.806 0.95
CN 98 98 98 98 DA RV
Weighted CN 97 0.873 0.90
Runoff Reduction Phosporus Nitrogen
Drainage Area "A"Area Upstream Structure IDs Credit
Volume from
Upstream RR
Practice (cf)
Runoff
Reduction (cf)
Remaining
Runoff Volume
(cf)
Eff.
Load from
Upstream
Practices
(lbs)
Untreated
Load to
Practice
(lbs.)
Removed By
Practice
(lbs.)
Remaining
Load (lbs.)Eff.
Load from
Upstream
Practices
(lbs)
Untreated
Load to
Practice
(lbs.)
Removed By
Practice
(lbs.)
Remaining
Load (lbs.)
Struture
ID Structure Practice Unit (Ac.)(1)(2)(3)(4)
Bio1 6.b. Bioretention #2 (Spec #9)impervious acres 0.806 80%0 2,224 556 50%0.00 1.74 1.57 0.17 60%0.00 12.48 11.48 1.00
turf acres 0.067 80%0 48 12 50%0.00 0.04 0.03 0.00 60%0.00 0.27 0.25 0.02
Water Quality Computations
To be purchased
Availability Letter
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
33
CS133
BI
O
R
E
T
E
N
T
I
O
N
L
A
N
D
S
C
A
P
I
N
G
P
L
A
N
TYPICAL BIO-RETENTION
CROSS SECTION
PLANT LIST FOR BIO RETENTION
TREE
SYMBOL SCIENTIFIC NAME COMMON NAME
LB LINDERA BENZOIN SPICEBUSH 8
SHRUB
SYMBOL SCIENTIFIC NAME COMMON NAME MIN.SIZE
HUMMINGBIRD SWEET PEPPER
BUSH 3 GAL.24
Total Plants 32
** PLANT MATERIAL MAY BE REVISED BY LANDSCAPE ARCHITECT WITH APPROVAL BY JURISDICTION,
HOWEVER, THE PLANT SELECTION MUST BE MORE "WET-FOOTED" AND SALT-TOLERANT THAN THOSE
TYPICALLY USED IN THE PIEDMONT.
CA
CLETHRA ALNIFOLIA
'HUMMINGBIRD"
Bio-Retention Computation
Structure:1 Level 2
Rv 0.90 From RRM Computation Effective Depth Computation
Actual Design
Area 0.873 Acres Void Depth Depth
38,028 SF Ratio (Ft)(Ft)
Gravel 0.40 1.50 0.60
Treatment volume computation Choker Layer Stone 0.40 0.16 0.06
Tv=(Rv*A)/12 Choker Layer Sand 0.25 0.16 0.04
2,852 CF Media 0.25 3.00 0.75
Pool 1.00 1.00 1.00
Surface Area Computation Totals 5.8 2.45
SA=((Coeff.*Tv)-volume reduced by upstream BMP)/Effective Depth
Elevations
Coeff 1.50 Water Surface 713.50
Eff.Depth 2.45 Top of Media 712.50
Bottom of Media 709.50
Req'd.1,743 SF Bottom Choking Layer 709.18
Provided 1,850 SF Invert of Underdrain 709.18
Bottom of gravel layer 707.68
Geometry
Ratio of shortest flow path to overall length
SFP 40 Ft.
L 45 Ft.
SFP/L 0.89 Provided
0.80 Req'd.
Pretreatment
Gravel Diaphram
Minimum Tree Planting
Surface area coverage of at least 90% within 2 Years
Tree planted at 1 per 250 SF of Surface area
8 Trees
Minimum Shrubs
Provide 3 per every tree required.
24 Shrubs
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
34
CS134
LOC
LOC
NO WORK ON BIO-RETENTION SITE IS TO BEGIN UNTIL TEMPORARY
EROSION STABILIZATION ON THE BIO-RETENTION SITE HAS OCCURRED.
SEQUENCE OF CONSTRUCTION FOR BIORETENTION
1.INSTALL SEDIMENT CONTROL DEVICES AS SHOWN ON THE PLANS.
2.GRADE SITE TO ELEVATIONS SHOWN ON PLAN.
3.STABILIZE GRADING WITHIN LIMIT OF DISTURBANCE EXCEPT FOR BIORETENTION AREA.
4.EXCAVATE BIORETENTION AREA TO PROPOSED INVERT DEPTH AND SCARIFY THE EXISTING SOIL
SURFACES, TAKING CARE NOT TO COMPACT THE IN-SITU MATERIALS.
5.INSTALL UNDERDRAIN SYSTEM.
6.BACKFILL BIORETENTION AREA WITH FILTER MEDIA AS SHOWN IN THE PLANS AND DETAILED IN THE
SPECIFICATIONS. OVERFILLING IS RECOMMENDED TO ACCOUNT FOR SETTLEMENT.
7.PRESOAK THE FILTER MEDIA PRIOR TO PLANTING VEGETATION TO ALLOW FOR SETTLEMENT. THIS CAN BE
DONE BY WATER TRUCK OR ALLOWING WATER TO ENTER THE PIT FROM A RAIN EVENT.
8.EXCAVATE OR FILL TO ACHIEVE PROPER DESIGN GRADE, LEAVING SPACE FOR THE UPPER LAYER OF
MULCH AND/OR TOPSOIL THAT WILL BRING THE SURFACE TO FINAL GRADE AND READY FOR PLANTING.
9.PLANT VEGETATION SPECIFIED IN THE PLANTING PLAN FOR BIORETENTION AREA.
10.MULCH AND INSTALL EROSION PROTECTION AT ENTRANCE POINTS; REMOVE SEDIMENT CONTROL
PRACTICES OR ENTRANCE BLOCKS WITH INSPECTOR AUTHORIZATION.NOTES
9.2.First Year Maintenance Operations
Successful establishment of bioretention areas requires that the following tasks be undertaken in the first year following installation:
·Initial inspections. For the first 6 months following construction, the site should be inspected at least twice after storm events that exceed
1/2 inch of rainfall.
·Spot Reseeding. Inspectors should look for bare or eroding areas in the contributing drainage area or around the bioretention area, and
make sure they are immediately stabilized with grass cover.
·Fertilization. One-time, spot fertilization may be needed for initial plantings.
·Watering. Watering is needed once a week during the first 2 months, and then as needed during first growing season (April-October),
depending on rainfall.
·Remove and replace dead plants. Since up to 10% of the plant stock may die off in the first year, construction contracts should include a
care and replacement warranty to ensure that vegetation is properly established and survives during the first growing season following
construction. The typical thresholds below which replacement is required are 85% survival of plant material and 100% survival of trees.
9.3. Maintenance Inspections
It is highly recommended that a spring maintenance inspection and cleanup be conducted at each bioretention area. The following is a list of
some of the key maintenance problems to look for:
·Check to see if 75% to 90% cover (mulch plus vegetative cover) has been achieved in the bed, and measure the depth of the remaining
mulch.
·Check for sediment buildup at curb cuts, gravel diaphragms or pavement edges that prevents flow from getting into the bed, and check
for other signs of bypassing.
·Check for any winter- or salt-killed vegetation, and replace it with hardier species.
·Note presence of accumulated sand, sediment and trash in the pre-treatment cell or filter beds, and remove it.
·Inspect bioretention side slopes and grass filter strips for evidence of any rill or gully erosion, and repair it.
·Check the bioretention bed for evidence of mulch flotation, excessive ponding, dead plants or concentrated flows, and take appropriate
remedial action.
·Check inflow points for clogging, and remove any sediment.
·Look for any bare soil or sediment sources in the contributing drainage area, and stabilize them immediately.
·Check for clogged or slow-draining soil media, a crust formed on the top layer, inappropriate soil media, or other causes of insufficient
filtering time, and restore proper filtration characteristics.
Example maintenance inspection checklists for Bioretention areas can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater
Management Handbook (2010).
9.4. Routine and Non-Routine Maintenance Tasks
Maintenance of bioretention areas should be integrated into routine landscape maintenance tasks. If landscaping contractors will be
expected to perform maintenance, their contracts should contain specifics on unique bioretention landscaping needs, such as maintaining
elevation differences needed for ponding, proper mulching, sediment and trash removal, and limited use of fertilizers and pesticides. A
customized maintenance schedule must be prepared for each bioretention facility, since the maintenance tasks will differ depending on the
scale of bioretention, the landscaping template chosen, and the type of surface cover. A generalized summary of common maintenance tasks
and their frequency is provided in Table 9.8.
The most common non-routine maintenance problem involves standing water. If water remains on the surface for more than 48 hours after a
storm, adjustments to the grading may be needed or underdrain repairs may be needed. The surface of the filter bed should also be checked
for accumulated sediment or a fine crust that builds up after the first several storm events. There are several methods that can be used to
rehabilitate the filter (try the easiest things first, as listed below):
·Open the underdrain observation well or cleanout and pour in water to verify that the underdrains are functioning and not clogged or
otherwise in need of repair. The purpose of this check is to see if there is standing water all the way down through the soil. If there is
standing water on top, but not in the underdrain, then there is a clogged soil layer. If the underdrain and stand pipe indicates standing
water, then the underdrain must be clogged and will need to be snaked.
·Remove accumulated sediment and till 2 to 3 inches of sand into the upper 8 to 12 inches of soil.
·Install sand wicks from 3 inches below the surface to the underdrain layer. Sand wicks can be installed by excavating or augering (using
a tree auger or similar tool) down to the gravel storage zone to create vertical columns which are then filled with a clean open-graded
coarse sand material (coarse sand mix similar to the gradation used for the soil media). A sufficient number of wick drains of sufficient
dimension should be installed to meet the design dewatering time for the facility.
·Last resort - remove and replace some or all of the soil media.
Sample Construction Inspection Checklist for Bioretention Practices: The following checklist provides a basic outline of the anticipated items for the construction
inspection of Bioretention Practices. This checklist does not necessarily distinguish between all the design variations and differences in construction between the family of
practices: bioretention basins, micro-bioretention (or raingardens), and urban bioretention. Similarly, the use of an infiltration sump below an underdrain, or an infiltration
sump with an “upturned elbow”, and other variations between Level 1 and Level 2 bioretention may not be clearly identified in this checklist. Inspectors should review the
plans carefully, and adjust these items and the timing of inspection verification as needed to ensure the intent of the design is met. Finally, users of this information may
wish to incorporate these items into a VSMP Authority Construction Checklist format consistent with the format used for erosion and sediment control and BMP
construction inspections.
Pre-Construction Meeting
☐Pre-construction meeting with the contractor designated to install the bioretention practice has been conducted.
☐Identify the tentative schedule for construction and verify the requirements and schedule for interim inspections and sign-off.
☐Subsurface investigation and soils report supports the placement of an bioretention practice in the proposed location.
☐Impervious cover has been constructed/installed and area is free of construction equipment, vehicles, material storage, etc.
☐All pervious areas of the contributing drainage areas have been adequately stabilized with a thick layer of vegetation and erosion control measures have been
removed.
☐Area of bioretention practice has not been impacted during construction.
☐Stormwater has been diverted around the area of the bioretention practice and perimeter erosion control measures to protect the facility during construction have been
installed. .
Excavation
☐Compare the bioretention surface and invert design elevations with the actual constructed elevations of the inflow and outlet inverts and adjust design elevations as
needed.
☐Area of bioretention excavation is marked and the size and location conforms to plan.
☐If the excavation area has been used as a sediment trap: verify that the bottom elevation of the proposed stone reservoir is lower than the bottom elevation of the
existing trap.
☐For Level 2 bioretention, ensure the bottom of the excavation is scarified prior to placement of stone.
☐Subgrade surface is free of rocks and roots, and large voids. Any voids should be refilled with the base aggregate to create a level surface for the placement of
aggregates and underdrain (if required).
☐No groundwater seepage or standing water is present. Any standing water is dewatered to an acceptable dewatering device.
☐Excavation of the bioretention practice has achieved proper grades and the required geometry and elevations without compacting the bottom of the excavation.
☐Certification of Excavation Inspection: Inspector certifies the successful completion of the excavation steps listed above.
Filter Layer, Underdrain, and Stone Reservoir Placement
☐All aggregates, including, as required, the filter layer (choker stone & sand), the stone reservoir layer or infiltration sump conform to specifications as certified by
quarry.
☐Underdrain size and perforations meet the specifications.
☐For Level 2 installations: placement of filter layer and initial lift of stone reservoir layer aggregates with underdrain or infiltration sump, spread (not dumped) to
avoid aggregate segregation; or
☐Impermeable liner, when required, meets project specifications and is placed in accordance with manufacturers specifications.
☐Sides of excavation covered with geotextile, when required, prior to placing stone reservoir aggregate; no tears or holes, or excessive wrinkles are present.
☐Placement of underdrain, observation wells, and underdrain fittings (45 degree wyes, cap at the upstream end, etc.) are in accordance with the approved plans.
☐Elevations of underdrain and outlet structure are in accordance with approved plans, or as adjusted to meet field conditions.
☐Placement of remaining lift of stone reservoir layer as needed to achieve the required reservoir depth.
☐Certification of Filter Layer and Underdrain Placement Inspection: Inspector certifies the successful completion of the filter layer and underdrain placement
steps listed above.
Bioretention Soil Media Placement
☐Soil media is certified by supplier or contractor as meeting the project specifications.
☐Soil media is placed in 12-inch lifts to the design top elevation of the bioretention area. Elevation has been verified after settlement (2 to 4 days after initial
placement).
☐Side slopes of ponding area are feathered back at the required slope (no steeper than 3H:1V).
☐Certification of Soil Media Placement Inspection: Inspector certifies the successful completion of the soil media steps listed above.
Pretreatment and Plant Installation
☐Placement of energy dissipators and pretreatment practices (forebays, gravel diaphragms, etc.) are installed in accordance with the approved plans.
☐Riser, overflow weir, or other outflow structure is set to the proper elevation and functional; or.
☐External bypass structure is built in accordance with the approved plans.
☐Appropriate number and spacing of plants are installed in accordance with the approved plans.
☐All erosion and sediment control practices have been removed.
☐ Follow-up inspection and as-built survey/certification has been scheduled.
☐GPS coordinates have been documented for all bioretention practice installations on the parcel.
4" P.V.C. Cleanout Detail Observation Well Detail
GRAVE PRE-TREATNEMT DIAPHRAGM
N.T.S.
·DRAWING TAKEN FROM DEQ SPEC NO.9
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
ST
O
R
M
W
A
T
E
R
M
A
N
A
G
E
M
E
N
T
Q
U
A
L
I
T
Y
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
35
CS135
WA
T
E
R
M
A
I
N
P
R
O
F
I
L
E
S
CROSSING NOTES:
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
36
CS136
WA
T
E
R
M
A
I
N
A
N
D
S
E
W
E
R
P
R
O
F
I
L
E
S
CROSSING NOTES:
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
37
CS137
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
38
CS138
WA
T
E
R
&
S
E
W
E
R
D
E
T
A
I
L
S
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
39
CS139
WA
T
E
R
&
S
E
W
E
R
D
E
T
A
I
L
S
LI
F
E
S
A
F
E
T
Y
P
L
A
N
1"=50'
NO
PARKING
FIRE LANE
NO
PARKING
FIRE LANE
NO
PARKING
FIRE LANE
NO
PARKING
FIRE LANE
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
40
CS140
MATCHLINE SHEET 41
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
NO
PARKING
FIRE LANE
NO
PARKING
FIRE LANE
NO
PARKING
FIRE LANE
LI
F
E
S
A
F
E
T
Y
P
L
A
N
1"=50'
NO
PARKING
FIRE LANE
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
41
CS141
MATCHLINE SHEET 40
CITY
O
F
W
I
N
C
H
E
S
T
E
R
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
LA
N
D
S
C
A
P
E
P
L
A
N
1"=50'
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
42
CS142
GENERAL PLANTING NOTES
1.THE LANDSCAPING WILL CONFORM TO SECTION 165-201.01 OF THE FREDERICK COUNTY ZONING
ORDINANCE.
2.SUBSTITUTION OF LANDSCAPE MATERIALS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY
PLANNING DEPARTMENT.
3.THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITE
IMPROVEMENTS PRIOR TO BEGINNING LANDSCAPE WORK.
4.THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACES PLUS/MINUS .1
FOOT.
5.LANDSCAPE PLANTING AREAS SHALL BE FREE OF DEBRIS AND ROCKS LARGER THAN 3" IN ANY DIRECTION.
6.TOPSOIL WITH A MINIMUM OF 30% ORGANIC CONTENT SHALL BE PLACED AT A MINIMUM DEPTH OF 4" IN
LANDSCAPE PLANTING AREAS.
7.TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO ELIMINATE SOIL INTERFACE PROBLEMS.
8.ALL LANDSCAPE PLANTING AREAS RECEIVE A MINIMUM OF 2" MEDIUM-FINE BARK MULCH.
9.ALL PLANT MATERIALS ARE TO CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN, STANDARDS
FOR NURSERY STOCK, LATEST EDITION.
10.PLANT SPECIES SUBSTITUTIONS ARE DISCOURAGED. IF PLANT AVAILABILITY IS A PROBLEM, CONTACT THE
LANDSCAPE DESIGNER FOR ACCEPTABLE ALTERNATIVES.
11.IF THE SITE WORK IS DIFFERENT OR MODIFIED FROM WHAT IS DEPICTED ON THE LANDSCAPE PLAN, OR
POOR SOIL AND/OR DEBRIS ARE ENCOUNTERED, REQUIRING CHANGES TO THE LANDSCAPE PLAN,
CONTACT THE LANDSCAPE DESIGNER FOR INSTRUCTION.
12.THE CONTRACTOR SHALL MAINTAIN AND WATER PLANT MATERIAL UNTIL OWNER'S FINAL ACCEPTANCE.
13.FIELD ADJUST THE LOCATION OF TREES AND SHRUBS TO AVOID CONFLICT WITH LOCATION OF ANY
UTILITIES. CONTACT LANDSCAPE DESIGNER IF PROBLEMS ARE ENCOUNTERED.
14.NEW LANDSCAPE AREAS WILL NEED TO BE WATERED FOR THE FIRST ONE TO TWO GROWING SEASONS
TO ESTABLISH PLANTINGS.
NOT TO SCALE
2"x2" WOOD STAKE AT
OR BELOW GRADE
FINISH GRADE
WIDE NYLON WEBBING
ROOT CROWN TO BE AT FINISH
GRADE OR 1-2" ABOVE GRADE
TILLED OR BROKEN UP SOIL
MIN 12" DEEP
2" SETTLED LAYER OF MULCH
1/
3
T
R
E
E
HE
I
G
H
T
2X WIDTH OF
ROOTBALL
PLAN VIEW
STAKE
120°
GUY WIRE
TREE TRUNK
MATCHLINE SHEET 43
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
LA
N
D
S
C
A
P
E
P
L
A
N
1"=30'
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
43
CS143
MATCHLINE SHEET 42
SECTION THROUGH ZONING BUFFER AT UPPER
LOADING DOCKS. VIEW LOOKING WEST.
SCALE: AS SHOWN
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
44
CS144
ER
O
S
I
O
N
&
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
N
A
R
R
A
T
I
V
E
Erosion and Sediment Control Narrative
Project Description
This project consists of the construction of a 181,231 SF industrial production facility with supporting internal private roadways, parking, and utilities.
10.6 acres of land will be disturbed with the construction of this project.
Date of Construction
Construction is planned to begin in the 4th quarter of 2019 and extend through the 3rd quarter of 2020.
Existing Site Conditions
The site is on the Trex Winchester Campus and currently has a trailer drop lot and two buildings.
Adjacent Property
Hoge Run bounds the site to the east and Shawnee Drive to the north. Trex Campus bounds the site on the south and west.
Offsite Areas
There are no planned off-site borrow or disposal areas associated with this project.
Soils
For the project area, generalized soils data contained on the USDA Natural Resource Conservation Service's Web Soil Survey shows the project area
has 87% Carbo-Oaklet soil and 8.5% Oaklet silt loam soil. The remaining area is in the floodplain and outside of the project area.
Geology
Several rock outcroppings observed during the site walkover. No karst features were observed.
Critical Erosion Areas
Areas, where concentrated stormwater is discharged, will be critical.
Erosion and Sediment Control Measures
Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. The minimum standards of the handbook shall be
adhered to unless otherwise waived or approved by a variance.
CONSTRUCTION NARRATIVE
The work shall generally be carried out in the following sequence:
PHASE 1
1.Hold pre-construction meeting on-site with the inspector. The Frederick County inspector shall have 48 hours notice to schedule an on-site
pre-construction inspection following the issuance of a land disturbance permit. The certified responsible land disturber must attend the
pre-construction meeting
2.Install the construction entrance. Temporary Construction Entrance (3.02) installed at the entrance to the site to minimize mud carried onto the
roadway.
3.Clearing and grubbing for sediment control and sediment trapping devices only. Silt Fence Barrier (3.05) and Diversion Dikes (3.09) are to be
installed down-slope of work areas and around the on-site stockpile area to filter sediment-laden runoff from sheet flow as indicated on the
plans.
4.Construct and/or place sediment trapping and sediment control devices. The temporary sediment traps (3.13) shall be constructed first and shall
retain the runoff from the site to allow sediment to settle out before runoff leaves the site.
PHASE 2
1.Clear and grub the remainder of the site. Topsoil in the on-site stockpile area shall be stripped stockpiled area for later use. All stockpiles shall be
stabilized with seeding and surrounded with silt fence.
2.Rough grade the site.
3.Grading work for the building pad, road, and parking shall commence. Stone shall be placed on surfaces in accordance with requirements for
temporary and/or permanent stabilization contained in this plan.
4.Storm drain structures and pipe shall be installed. Inlet protection (3.07) and culvert inlet protection (3.08) shall be installed as shown on the
plans around inlets to filter sediment-laden runoff. Outlet protection (3.18) and riprap channels will be placed to minimize erosion at the pipe
outlets. The area shall be stabilized upon completion of grading.
5.Final grading.
6.Top Soiling (3.30) and Surface Roughening (3.29) shall be applied to all areas that will be seeded.
7.Permanent Seeding (3.32) shall be applied as soon as the grading operations are completed.
8.Remove erosion and sediment control measures within 30 days from when they are no longer needed and with approval of the inspector.
Vegetative Practices
Temporary seeding (3.31) soil stabilization shall be applied to denuded areas within seven days after the final grading is complete on any portion of
the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for
longer than 30 days, but less than one year. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year.
Stockpile areas shall be surrounded with silt fence and protected by mulch and/or temporary seeding immediately after grading.
Diversion dike and temporary sediment trap embankments shall be compacted by machine, seeded and mulched (hay mulch or straw) for temporary
and/or permanent vegetative cover immediately after construction.
Vegetative stabilization shall be uniform, mature enough to survive, and adequate to inhibit erosion. Any areas not meeting these requirements shall
be reseeded.
Management Practices
Construction will be carried out so that grading operations can begin and end as quickly as possible.
Sediment trapping measures will be installed as the first step in grading. These measures will be seeded and mulched immediately following
installation.
Temporary seeding or other stabilization will follow immediately after grading.
Areas which are not to be disturbed will be clearly marked by flags, signs, etc.
The job superintendent shall be responsible for the installation and maintenance of all erosion and sediment control practices. Maintenance of these
measures throughout the project is critical to the effectiveness of the program.
Devices listed herein are considered to be minimum erosion and sediment controls. Addition E&S measures may be necessary due to contractor
phasing or other unforeseen conditions. It is the contractor's responsibility to provide measures in addition to those shown in order to control
erosion and contain sediment on the site. All measures shall be installed in accordance with the Virginia Erosion and Sediment Control Handbook.
After achieving adequate stabilization, the temporary E&S controls will be cleaned up and removed.
Permanent Stabilization
All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done with
Kentucky 31 Tall Fescue according to Std. & Spec. 3.32, PERMANENT SEEDING, of the handbook. Mulch (straw or fiber) will be installed over fill slopes
which have been brought to final grade and have been seeded to protect the slopes from hill and gully erosion and to allow the seed to germinate
properly will be used on relatively flat areas. In all seeding operations, seed, fertilizer, and lime will be applied before mulching.
STORMWATER MANAGEMENT
This project consists of the construction of a 181,231 SF industrial production facility with supporting internal private roadways, parking, and utilities.
10.6 acres of land will be disturbed with the construction of this project. However, this site comprises less than 1% of the land area of the Hoge Run
drainage basin upstream of the site. Therefore, based on Erosion & Sediment Control minimum standard 19, and Virginia Stormwater Management
Program Regulation Chapter 870 Section 66.B.4.B, stormwater management for the quantity of stormwater leaving the site is not required.
Stormwater quality is addressed with the purchase of nutrient credits and construction of a bioretention basin.
MAINTENANCE
In general, all erosion and sediment control measures will be checked daily and after each rainfall event. The following items are to be checked:
1.The gravel construction entrance shall be checked regularly for sediment buildup which will prevent drainage. If the gravel is clogged by
sediment, it shall be removed and cleaned or replaced.
2.The temporary sediment traps shall be checked and cleaned if the sediment level is found to be equal to or greater than the sediment clean-out
point. The temporary sediment trap and temporary sediment basin shall remain in place until all on-site contributing areas are stabilized.
3.The inlet protection and rock check dams shall be checked, cleaned of silt, and where needed repaired.
4.The seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed.
5.The contractor shall be responsible for keeping all roads and travel ways, both public and private, clean of all dust and mud at all times.
6.All downstream properties and waterways shall be provided adequate protection from erosion and sediment deposition.
SEEDING SCHEDULE
1.All permanent seeding shall be in accordance with section 3.32 of the VESCH.
2.On non-rock surfaces, spread topsoil at a minimum depth of four inches.
3.Incorporate pulverized agricultural lime into the soil at a rate of 92 lbs. per 1000 sq. ft. (2 tons per acre).
4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs. per 1000 sq. ft. (1000 lbs. per acre).
5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover.
6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs. per acre anchored with cutback or emulsified asphalt applied at a rate of
200 gallons per acre.
DUST CONTROL
1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.
2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet. This process shall be repeated as needed to
control dust.
MINIMUM CONSTRUCTION EROSION & SEDIMENT CONTROL STANDARDS
9VAC25-840-40. Minimum standards.
A VESCP must be consistent with the following criteria, techniques and methods:
1.Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any
portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will
remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one
year.
2.During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping
measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as
borrow areas and soil intentionally transported from the project site.
3.A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation
shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion.
4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed
as a first step in any land-disturbing activity and shall be made functional before upslope land disturbance takes place.
5.Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation.
6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap
or basin.
a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control
drainage areas less than three acres.
b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be
controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area.
The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff
coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the
sediment basin is utilized.
7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding
excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is
corrected.
8.Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel,
flume or slope drain structure.
9.Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.
10.All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the
conveyance system without first being filtered or otherwise treated to remove sediment.
11.Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any
required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel.
12.When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport
and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of
causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials.
13.When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular
stream crossing constructed of nonerodible material shall be provided.
14.All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met.
15.The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed.
16.Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria:
a.No more than 500 linear feet of trench may be opened at one time.
b.Excavated material shall be placed on the uphill side of trenches.
c.Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and
discharged in a manner that does not adversely affect flowing streams or off-site property.
d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization.
e.Restabilization shall be accomplished in accordance with this chapter.
f.Applicable safety requirements shall be complied with.
17.Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of
sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road
surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and
transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This
provision shall apply to individual development lots as well as to larger land-disturbing activities.
18.All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the
temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil
areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation.
19.Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage
due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in
accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design
concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or
man-made channels:
a.Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made
receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream
stability analyses at the outfall of the pipe or pipe system shall be performed.
b.Adequacy of all channels and pipes shall be verified in the following manner:
(1)The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times
greater than the contributing drainage area of the project in question; or
(2)(a)Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks
nor cause erosion of channel bed or banks.
(a)All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will
not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or
banks; and
(b)Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained
within the pipe or system.
c.If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall:
(1)Improve the channels to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause
erosion to channel the bed or banks; or
(2)Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances;
(3)Develop a site design that will not cause the pre-development peak runoff rate from a two- year storm to increase when
runoff outfalls into a natural channel or will not cause the pre- development peak runoff rate from a ten-year storm to increase when
runoff outfalls into a man- made channel; or provide a combination of channel improvement, stormwater detention or other measures
which is satisfactory to the VESCP authority to prevent downstream erosion.
d.The applicant shall provide evidence of permission to make the improvements.
e.All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the
subject project.
f.If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for
maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible
for performing the maintenance.
g.Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all
detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel.
h.All on-site channels must be verified to be adequate.
i.Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet,
adequate channel, pipe or pipe system, or to a detention facility.
j.In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development
shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single
development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering
calculations.
k.All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical,
chemical and biological integrity of rivers, streams and other waters of the state.
Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity
requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made
channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a
24-hour period the expected rainfall resulting from the one year, 24- hour storm; and (iii) reduce the allowable peak flow rate resulting
from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a
good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff
volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and
shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations
promulgated pursuant to § 62.1-44.15:54 or 62.1- 44.15:65 of the Act.
l.For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Act and
this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24
et seq. of the Code of Virginia) and attendant regulations, unless such land-disturbing activities are in accordance with 9VAC25-870-48
of the Virginia Stormwater Management Program (VSMP) Permit Regulations.
m.Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management
Program (VSMP) Permit Regulations shall be deemed to satisfy the requirements of Minimum Standard 19.
FF=728.00
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC LOC
LOC
CA
P
I
T
O
L
L
A
N
E
HOGE
R
U
N
PIN 63-A-115
TREX COMPANY, INC.
INST. 160003174
5.1174 ACRES
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
N 36°52'25" E 406.91'
S
4
7
°
2
2
'
1
9
"
E
2
2
1
.
2
8
'
C
1
C
2
S 19°08'1
2
"
W
2
1
0
.
2
4
'
S 02°1
3
'
5
0
"
E
2
5
2
.
1
2
'
S 09°16'39" E 121.25'
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
RECEIVING SHIPPING ACCESS ROAD
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
TREX COMPANY, INC.
INST. 020022798
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
CONCRETE BUILDING
(BLDG. #4)
F.F.E. = 738.60
B
L
O
C
K
B
U
I
L
D
I
N
G
R & D - BUILDING 2
BUILDING 4
7 PROP.
H.C. SIGNS
N
10
11
12
13 14
15
16171819
2021
22
23
24
25
26
28
29
30
63
64
31
35
3332
C
D
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
ST
ST #2
#1
>
>
>
>
>
X
X
X
X
X
X
>
>
>
>>>>
>
>
>
>
>
>
DD
DD
DD
X
X
DD
SF
CE
CE
Prop Water Line Esmt.
Prop Water Line Esmt.
REMOVE FIRE HYDRANT
DURING CONST. REINSTALL
ON WM #8 WHEN BIDG.
BACKFILL COMPLETE.
8" PVC CLEANWAY
CONNECTOR PIPE AT
1/8" PER FT. (typ)
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
SEE PLUMBING PLAN
P1.1 FOR SAN SEWER
CONTINUATION
SEE COMMERCIAL
ENTRANCE PLAN SHEET 22
FOR WORK IN THIS AREA
INS
T
A
L
L
D
O
U
B
L
E
G
A
T
E
WIT
H
I
N
T
E
R
C
O
M
A
N
D
RE
M
O
T
E
C
O
N
T
R
O
L
FR
O
M
S
H
I
P
P
I
N
G
O
F
F
I
C
E
.
FA
A
C
M
O
D
E
L
6
4
0
O
R
AP
P
R
O
V
E
D
E
Q
U
A
L
.
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
ER
O
S
I
O
N
&
S
E
D
I
M
E
N
T
CO
N
T
R
O
L
P
L
A
N
P
H
A
S
E
1
45
CS145
E&S LEGEND
CE Construction Entrance
CIP Culvert Inlet Protection
ST Sediment Trap
SF Silt Fence
IP Inlet Protection
SR Surface Roughening
TS Temporary Seeding
PS Permanent Seeding
MATCHLINE SHEET 46
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
CA
P
I
T
O
L
L
A
N
E
CITY
O
F
W
I
N
C
H
E
S
T
E
R
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
TREX COMPANY, INC.
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
S 09°16'39" E 121.25'
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
TM 371-1-1
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
P
I
N
6
3
-
A
-
8
6
A
H
P
H
O
O
D
,
I
N
C
.
D
B
9
3
5
P
G
7
3
9
STORM WATER DETENTION POND
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
FINISH PRODUCT YARD
R & D - BUILDING 2
7 PROP.
H.C. SIGNS
N
22
23
24
25
26
28
29
30
51
60
61
63
64
70
71
72
73
7490
91
92
31
3332
ST
ST
ST #4
#3
#2
>
>
>
>>>>
>
>
>
>
>
>
>>>>>>>>>
>
>
DD
DD
DD
DD
>
>
>
>
>
X
X
X
DD
SF
CE
PRPOSED VDOT
GR-2 GUARDRAIL
VDOT GR-7
GUARDRAIL
TERMINAL
TREATMENT
VDOT GR-11
TERMINAL
TREATMENT
Prop Water Line Esmt.
LIGHT
DUTY
PAVEMENT
PROP. 3' HIGH BOARD ON
BOARD (TREX) FENCE
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
PROPOSED VDOT
GR-2 GUARDRAIL
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
ER
O
S
I
O
N
&
S
E
D
I
M
E
N
T
CO
N
T
R
O
L
P
L
A
N
P
H
A
S
E
1
46
CS146
MATCHLINE SHEET 45
FF=728.00
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC LOC
LOC
CA
P
I
T
O
L
L
A
N
E
HOGE
R
U
N
PIN 63-A-115
TREX COMPANY, INC.
INST. 160003174
5.1174 ACRES
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
N 36°52'25" E 406.91'
S
4
7
°
2
2
'
1
9
"
E
2
2
1
.
2
8
'
C
1
C
2
S 19°08'1
2
"
W
2
1
0
.
2
4
'
S 02°1
3
'
5
0
"
E
2
5
2
.
1
2
'
S 09°16'39" E 121.25'
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
RECEIVING SHIPPING ACCESS ROAD
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
CONCRETE BUILDING
(BLDG. #4)
F.F.E. = 738.60
B
L
O
C
K
B
U
I
L
D
I
N
G
R & D - BUILDING 2
BUILDING 4
7 PROP.
H.C. SIGNS
N
10
11
12
13 14
15
16171819
2021
22
23
24
25
26
28
29
30
63
64
31
35
3332
C
D
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
ST
ST #2
#1
>
>
>
>
>
X
X
X
X
X
X
>
>
>
>>>>
>
>
>
>
>
>
DD
DD
DD
X
X
SF
DD
SF
CE
CE
IP
IP
IP
IP
IP
IP
IP
IP
IP
IPIP
IP
OP
OP
RR
SR TO TS PS
SR TO TS PS
SR
TO
TS
PS
SR TO TS PS
SR
TO
TS
PS
SR TO TS PS
Prop Water Line Esmt.
Prop Water Line Esmt.
REMOVE FIRE HYDRANT
DURING CONST. REINSTALL
ON WM #8 WHEN BIDG.
BACKFILL COMPLETE.
CIP
8" PVC CLEANWAY
CONNECTOR PIPE AT
1/8" PER FT. (typ)
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
SEE PLUMBING PLAN
P1.1 FOR SAN SEWER
CONTINUATION
SEE COMMERCIAL
ENTRANCE PLAN SHEET 22
FOR WORK IN THIS AREA
INS
T
A
L
L
D
O
U
B
L
E
G
A
T
E
WIT
H
I
N
T
E
R
C
O
M
A
N
D
RE
M
O
T
E
C
O
N
T
R
O
L
FR
O
M
S
H
I
P
P
I
N
G
O
F
F
I
C
E
.
FA
A
C
M
O
D
E
L
6
4
0
O
R
AP
P
R
O
V
E
D
E
Q
U
A
L
.
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
ER
O
S
I
O
N
&
S
E
D
I
M
E
N
T
CO
N
T
R
O
L
P
L
A
N
P
H
A
S
E
2
47
CS147
E&S LEGEND
CE Construction Entrance
CIP Culvert Inlet Protection
ST Sediment Trap
SF Silt Fence
IP Inlet Protection
SR Surface Roughening
TS Temporary Seeding
PS Permanent Seeding
MATCHLINE SHEET 48
FF=728.00
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
CA
P
I
T
O
L
L
A
N
E
CITY
O
F
W
I
N
C
H
E
S
T
E
R
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
TREX COMPANY, INC.
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
S 09°16'39" E 121.25'
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
TM 371-1-1
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
P
I
N
6
3
-
A
-
8
6
A
H
P
H
O
O
D
,
I
N
C
.
D
B
9
3
5
P
G
7
3
9
STORM WATER DETENTION POND
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
FINISH PRODUCT YARD
R & D - BUILDING 2
7 PROP.
H.C. SIGNS
N
22
23
24
25
26
28
29
30
51
60
61
63
64
70
71
72
73
7490
91
92
31
3332
ST
ST
ST #4
#3
#2
>
>
>
>>>>
>
>
>
>
>
>
>>>>>>>>>
>
>
DD
DD
DD
DD
>
>
>
>
>
X
X
X
DD
SF
CE
IP
IP
IP
IP
IP
IPIP
IP
IP
OP
OP
OP
RR
RR
OP
OP
SR TO TS PS
SR TO TS PS
SR TO TS PS
SR TO TS PS
SR
TO
TS
PS
SR TO TS PS
PRPOSED VDOT
GR-2 GUARDRAIL
VDOT GR-7
GUARDRAIL
TERMINAL
TREATMENT
VDOT GR-11
TERMINAL
TREATMENT
Prop Water Line Esmt.
LIGHT
DUTY
PAVEMENT
PROP. 3' HIGH BOARD ON
BOARD (TREX) FENCE
CIP
IP
IP
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
PROPOSED VDOT
GR-2 GUARDRAIL
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
ER
O
S
I
O
N
&
S
E
D
I
M
E
N
T
CO
N
T
R
O
L
P
L
A
N
P
H
A
S
E
2
48
CS148
MATCHLINE SHEET 47
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
49
CS149
ER
O
S
I
O
N
&
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
D
E
T
A
I
L
S
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
50
CS150
ER
O
S
I
O
N
&
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
D
E
T
A
I
L
S
OU
T
D
O
O
R
L
I
G
H
T
I
N
G
P
L
A
N
1"=50'
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
51
CS151
MATCHLINE SHEET 52
Calculation Summary
Label Units Avg Max Min
CalcPts_1 Fc 1.87 16.2 0.0
BUILDING 4
TBTB
TBTB
0
.
2
0
.
0
2
.
4
0
.
7
0
.
2
0
.
0
5
.
6
3
.
8
1
.
1
0
.
3
0
.
1
0
.
0
1
.
9
3
.
8
4
.
6
3
.
5
1
.
8
0
.
6
0
.
2
0
.
1
0
.
5
1
.
2
2
.
0
2
.
7
2
.
5
1
.
8
1
.
0
0
.
3
0
.
1
0
.
0
0
.
1
0
.
3
0
.
6
1
.
1
1
.
5
1
.
6
1
.
6
1
.
3
0
.
5
0
.
2
0
.
1
0
.
1
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
0
.
9
1
.
2
1
.
1
0
.
7
0
.
4
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
2
0
.
3
0
.
4
0
.
6
0
.
7
0
.
8
0
.
7
0
.
5
0
.
5
0
.
5
0
.
3
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
6
0
.
6
0
.
8
1
.
0
0
.
9
0
.
5
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
7
1
.
0
1
.
6
2
.
4
1
.
8
0
.
6
0
.
0
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
4
0
.
7
1
.
2
1
.
9
3
.
1
3
.
8
1
.
8
0
.
6
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
4
0
.
7
1
.
3
2
.
2
3
.
3
5
.
0
5
.
7
1
.
6
0
.
2
0
.
1
0
.
1
0
.
1
0
.
2
0
.
3
0
.
6
1
.
1
2
.
2
3
.
1
4
.
8
7
.
1
4
.
4
1
.
1
0
.
3
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
0
.
7
1
.
6
2
.
7
3
.
8
5
.
9
6
.
2
2
.
3
0
.
7
0
.
1
0
.
1
0
.
2
0
.
3
0
.
4
0
.
8
1
.
9
2
.
9
3
.
6
4
.
5
3
.
6
1
.
2
0
.
3
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
1
.
2
2
.
3
2
.
8
3
.
2
3
.
2
1
.
9
0
.
6
0
.
2
0
.
1
0
.
1
0
.
2
0
.
4
0
.
7
1
.
4
1
.
9
2
.
1
2
.
2
1
.
8
1
.
0
0
.
5
0
.
2
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
1
.
2
1
.
4
1
.
5
1
.
5
1
.
4
1
.
3
0
.
9
0
.
3
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
0
.
7
0
.
9
1
.
1
1
.
4
1
.
7
2
.
3
2
.
5
1
.
0
0
.
1
0
.
2
0
.
2
0
.
3
0
.
5
0
.
7
0
.
9
1
.
4
1
.
9
2
.
8
3
.
9
2
.
7
1
.
0
0
.
1
0
.
2
0
.
2
0
.
3
0
.
5
0
.
8
1
.
3
2
.
1
3
.
0
4
.
5
6
.
0
2
.
6
0
.
4
0
.
1
0
.
2
0
.
3
0
.
4
0
.
6
1
.
0
1
.
9
2
.
9
3
.
9
6
.
8
7
.
0
1
.
7
0
.
4
0
.
1
0
.
2
0
.
3
0
.
4
0
.
6
1
.
2
2
.
4
3
.
4
5
.
1
6
.
2
3
.
1
0
.
9
0
.
3
0
.
1
0
.
1
0
.
2
0
.
3
0
.
4
0
.
7
1
.
5
2
.
8
3
.
4
4
.
6
4
.
0
1
.
4
0
.
4
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
1
.
0
2
.
1
2
.
8
3
.
1
3
.
3
2
.
2
0
.
6
0
.
2
0
.
1
0
.
1
0
.
2
0
.
4
0
.
7
1
.
3
1
.
9
2
.
1
2
.
2
1
.
9
0
.
8
0
.
3
0
.
1
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
1
.
2
1
.
5
1
.
6
1
.
5
1
.
1
0
.
5
0
.
2
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
0
.
5
0
.
8
1
.
1
1
.
4
1
.
5
1
.
4
0
.
8
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
3
0
.
4
0
.
7
1
.
1
1
.
5
1
.
9
2
.
2
1
.
6
0
.
4
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
2
0
.
4
0
.
6
1
.
2
1
.
9
2
.
4
3
.
2
2
.
5
0
.
6
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
3
0
.
6
1
.
2
2
.
4
3
.
1
4
.
5
3
.
4
0
.
9
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
3
0
.
6
1
.
2
2
.
6
3
.
4
5
.
4
5
.
3
1
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
5
1
.
1
2
.
7
3
.
9
7
.
0
6
.
4
0
.
8
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
1
.
2
2
.
7
3
.
8
6
.
4
5
.
6
1
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
2
.
7
3
.
6
4
.
9
3
.
8
1
.
0
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
1
.
3
2
.
4
3
.
3
4
.
1
3
.
0
0
.
7
0
.
5
0
.
5
0
.
4
0
.
3
0
.
3
0
.
3
0
.
3
0
.
3
0
.
3
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
1
.
3
2
.
1
2
.
9
3
.
2
2
.
2
0
.
5
0
.
9
1
.
0
0
.
9
0
.
6
0
.
4
0
.
4
0
.
5
0
.
6
0
.
6
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
1
.
3
2
.
0
2
.
7
2
.
5
1
.
3
0
.
8
1
.
2
1
.
8
2
.
2
1
.
9
1
.
0
0
.
6
0
.
6
0
.
8
1
.
2
1
.
2
0
.
9
0
.
6
0
.
4
0
.
3
0
.
3
0
.
3
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
1
.
5
2
.
4
2
.
7
2
.
2
1
.
0
1
.
0
1
.
3
2
.
1
3
.
4
4
.
6
3
.
7
1
.
7
0
.
6
0
.
7
1
.
6
2
.
6
2
.
5
1
.
6
1
.
0
0
.
6
0
.
5
0
.
4
0
.
4
0
.
3
0
.
3
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
1
.
0
2
.
0
3
.
3
3
.
6
2
.
5
0
.
8
1
.
1
1
.
5
1
.
9
2
.
8
5
.
2
8
.
2
6
.
6
2
.
2
0
.
3
5
.
6
4
.
7
2
.
7
1
.
5
0
.
9
0
.
7
0
.
6
0
.
6
0
.
6
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
1
.
1
2
.
5
4
.
8
4
.
8
3
.
0
0
.
7
1
.
4
2
.
0
2
.
6
2
.
5
2
.
6
4
.
4
7
.
9
0
.
0
3
.
5
1
.
9
1
.
2
1
.
0
1
.
0
1
.
1
1
.
0
0
.
8
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
1
.
1
2
.
6
5
.
9
6
.
6
4
.
1
0
.
7
1
.
4
2
.
2
3
.
6
4
.
8
3
.
7
2
.
3
1
.
9
1
.
1
1
.
7
1
.
6
1
.
7
2
.
0
1
.
9
1
.
4
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
4
1
.
0
2
.
6
5
.
6
7
.
5
3
.
9
0
.
5
1
.
6
2
.
0
3
.
1
5
.
6
8
.
3
6
.
3
1
.
6
3
.
0
3
.
9
3
.
7
2
.
5
1
.
5
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
2
0
.
5
1
.
4
3
.
2
5
.
7
6
.
8
2
.
7
0
.
4
0
.
0
2
.
1
2
.
6
2
.
7
3
.
0
4
.
9
8
.
3
0
.
0
6
.
7
4
.
0
2
.
3
1
.
4
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
3
0
.
7
1
.
7
3
.
7
5
.
5
5
.
2
1
.
8
0
.
4
0
.
0
2
.
3
3
.
7
4
.
9
3
.
8
2
.
5
2
.
3
0
.
0
5
.
0
3
.
3
2
.
0
1
.
2
0
.
8
0
.
5
0
.
4
0
.
3
0
.
2
0
.
1
0
.
0
0
.
1
0
.
2
0
.
3
0
.
8
1
.
7
3
.
2
4
.
2
3
.
4
1
.
0
0
.
4
0
.
0
1
.
6
2
.
0
3
.
2
5
.
7
8
.
5
6
.
3
1
.
6
5
.
1
4
.
5
2
.
9
1
.
7
1
.
1
0
.
7
0
.
5
0
.
3
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
0
.
8
1
.
5
2
.
6
2
.
9
2
.
2
0
.
7
0
.
2
0
.
0
2
.
2
2
.
7
2
.
6
3
.
0
4
.
9
8
.
3
0
.
0
6
.
9
4
.
1
2
.
4
1
.
5
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
4
2
.
3
2
.
5
1
.
6
0
.
5
0
.
2
0
.
0
2
.
5
3
.
9
5
.
0
3
.
6
2
.
4
2
.
2
4
.
8
3
.
1
2
.
1
1
.
3
0
.
8
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
4
2
.
3
2
.
7
1
.
4
0
.
3
0
.
2
0
.
0
2
.
3
3
.
5
6
.
0
8
.
5
6
.
0
1
.
3
4
.
0
3
.
0
1
.
9
1
.
2
0
.
8
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
5
2
.
4
2
.
5
1
.
4
0
.
4
0
.
1
0
.
0
2
.
9
3
.
2
3
.
5
5
.
3
8
.
5
6
.
4
4
.
6
2
.
7
1
.
6
1
.
0
0
.
7
0
.
5
0
.
3
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
9
1
.
8
2
.
8
2
.
8
1
.
7
0
.
5
0
.
1
0
.
0
3
.
8
5
.
5
4
.
7
2
.
9
2
.
7
6
.
0
3
.
5
2
.
3
1
.
4
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
2
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
5
1
.
1
2
.
2
3
.
8
4
.
1
2
.
5
0
.
6
0
.
2
0
.
0
2
.
4
5
.
3
8
.
9
7
.
1
2
.
4
3
.
9
3
.
2
2
.
1
1
.
3
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
5
0
.
1
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
1
.
1
2
.
5
5
.
1
5
.
5
4
.
2
0
.
9
0
.
2
0
.
0
0
.
4
0
.
8
1
.
7
4
.
0
7
.
2
5
.
3
5
.
1
3
.
2
1
.
9
1
.
2
0
.
8
0
.
5
0
.
4
0
.
3
0
.
3
0
.
2
0
.
3
0
.
3
0
.
4
0
.
6
0
.
8
1
.
2
1
.
2
0
.
7
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
1
.
0
2
.
3
5
.
4
6
.
8
6
.
3
1
.
0
0
.
2
0
.
0
0
.
1
0
.
2
0
.
4
0
.
8
1
.
1
7
.
5
4
.
3
2
.
5
1
.
7
1
.
1
0
.
7
0
.
5
0
.
4
0
.
3
0
.
3
0
.
3
0
.
4
0
.
6
0
.
9
1
.
4
2
.
2
3
.
0
2
.
8
0
.
9
0
.
1
0
.
1
0
.
2
0
.
3
0
.
8
2
.
0
5
.
0
7
.
2
8
.
0
1
.
2
0
.
3
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
4
.
5
3
.
4
2
.
4
1
.
5
1
.
0
0
.
7
0
.
5
0
.
4
0
.
4
0
.
4
0
.
5
0
.
8
1
.
2
2
.
0
3
.
4
5
.
2
7
.
5
6
.
4
0
.
5
0
.
1
0
.
2
0
.
4
0
.
9
2
.
2
5
.
3
7
.
5
7
.
2
1
.
6
0
.
4
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
5
.
1
3
.
7
2
.
2
1
.
4
0
.
9
0
.
6
0
.
5
0
.
4
0
.
5
0
.
6
0
.
9
1
.
4
2
.
3
3
.
8
6
.
5
1
1
.
4
1
1
.
2
2
.
1
0
.
1
0
.
2
0
.
4
1
.
0
2
.
4
5
.
0
6
.
8
5
.
6
1
.
8
0
.
6
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
8
.
3
5
.
3
3
.
0
1
.
9
1
.
2
0
.
8
0
.
6
0
.
5
0
.
5
0
.
6
0
.
9
1
.
4
2
.
2
3
.
7
5
.
6
8
.
3
7
.
5
3
.
0
0
.
4
0
.
2
0
.
4
1
.
0
2
.
4
4
.
4
5
.
9
5
.
2
2
.
0
0
.
5
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
5
.
6
3
.
8
2
.
7
1
.
7
1
.
1
0
.
8
0
.
6
0
.
6
0
.
6
0
.
8
1
.
3
1
.
9
2
.
8
3
.
8
4
.
6
4
.
2
2
.
2
0
.
6
0
.
2
0
.
4
1
.
0
2
.
2
4
.
2
6
.
2
5
.
7
2
.
6
0
.
8
0
.
1
0
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
4
.
9
4
.
0
2
.
5
1
.
5
1
.
0
0
.
8
0
.
6
0
.
6
0
.
7
1
.
0
1
.
4
1
.
9
2
.
5
2
.
9
2
.
4
1
.
5
0
.
6
0
.
3
0
.
4
0
.
8
2
.
0
3
.
9
7
.
2
7
.
1
4
.
1
0
.
8
0
.
1
0
.
1
0
.
1
0
.
2
0
.
3
0
.
3
0
.
4
7
.
9
6
.
2
3
.
5
2
.
1
1
.
4
1
.
0
0
.
7
0
.
6
0
.
6
0
.
8
1
.
0
1
.
3
1
.
5
1
.
5
1
.
2
0
.
9
0
.
5
0
.
3
0
.
3
0
.
7
1
.
6
3
.
4
7
.
1
8
.
2
5
.
9
0
.
7
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
1
.
1
6
.
7
4
.
1
2
.
8
2
.
0
1
.
3
0
.
9
0
.
7
0
.
6
0
.
7
0
.
8
0
.
9
0
.
9
0
.
9
0
.
7
0
.
5
0
.
3
0
.
2
0
.
3
0
.
6
1
.
2
2
.
8
6
.
5
8
.
5
7
.
3
0
.
9
0
.
2
0
.
4
0
.
8
1
.
5
2
.
6
4
.
3
4
.
0
3
.
9
2
.
9
1
.
8
1
.
2
0
.
9
0
.
7
0
.
6
0
.
6
0
.
6
0
.
6
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
3
0
.
5
1
.
3
2
.
9
6
.
5
8
.
0
6
.
3
1
.
2
0
.
3
0
.
4
0
.
9
1
.
9
4
.
2
7
.
7
8
.
6
6
.
5
4
.
3
2
.
6
1
.
6
1
.
1
0
.
8
0
.
6
0
.
5
0
.
5
0
.
4
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
6
1
.
3
2
.
9
5
.
6
6
.
7
4
.
8
1
.
4
0
.
5
0
.
8
1
.
7
3
.
6
6
.
3
6
.
4
8
.
9
5
.
6
3
.
5
2
.
3
1
.
5
1
.
0
0
.
7
0
.
6
0
.
4
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
5
1
.
3
2
.
7
4
.
8
5
.
7
4
.
6
1
.
6
0
.
4
1
.
2
2
.
2
3
.
3
2
.
7
1
.
3
5
.
3
4
.
7
3
.
4
2
.
1
1
.
3
0
.
9
0
.
6
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
5
1
.
1
2
.
5
4
.
5
6
.
1
5
.
1
1
.
8
0
.
6
1
.
2
1
.
5
1
.
2
0
.
7
0
.
2
7
.
2
5
.
1
3
.
0
1
.
8
1
.
1
0
.
8
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
4
0
.
9
2
.
2
4
.
4
7
.
0
6
.
7
2
.
5
0
.
5
0
.
7
0
.
6
0
.
4
0
.
2
0
.
1
9
.
7
6
.
5
3
.
8
2
.
4
1
.
5
1
.
0
0
.
7
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
7
1
.
7
3
.
8
6
.
8
7
.
8
3
.
2
0
.
4
0
.
4
0
.
4
0
.
3
0
.
2
0
.
2
5
.
0
4
.
2
3
.
2
2
.
0
1
.
3
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
6
1
.
3
3
.
2
6
.
5
8
.
1
4
.
0
0
.
5
0
.
3
0
.
3
0
.
4
0
.
6
0
.
8
5
.
8
4
.
7
2
.
9
1
.
8
1
.
2
0
.
8
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
3
0
.
6
1
.
4
3
.
1
6
.
4
6
.
9
4
.
0
0
.
7
0
.
4
0
.
7
1
.
2
2
.
1
3
.
2
6
.
7
3
.
8
2
.
4
1
.
6
1
.
1
0
.
7
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
3
0
.
6
1
.
4
2
.
9
5
.
3
5
.
1
2
.
8
0
.
7
0
.
2
1
.
0
2
.
1
4
.
2
7
.
6
6
.
6
5
.
7
4
.
1
3
.
4
2
.
5
1
.
6
1
.
0
0
.
7
0
.
5
0
.
3
0
.
3
0
.
3
0
.
3
0
.
6
1
.
2
2
.
3
3
.
9
4
.
0
2
.
4
0
.
6
0
.
1
1
.
0
2
.
1
4
.
4
7
.
6
7
.
1
4
.
7
5
.
3
3
.
8
2
.
3
1
.
4
0
.
9
0
.
6
0
.
4
0
.
3
0
.
3
0
.
4
0
.
6
1
.
0
1
.
9
3
.
0
3
.
4
2
.
2
0
.
7
0
.
2
1
.
5
2
.
8
4
.
1
3
.
2
1
.
4
8
.
7
5
.
6
3
.
2
1
.
9
1
.
2
0
.
8
0
.
5
0
.
4
0
.
3
0
.
4
0
.
5
1
.
0
1
.
7
2
.
6
3
.
3
2
.
3
0
.
7
0
.
3
1
.
5
1
.
9
1
.
5
0
.
8
0
.
2
8
.
3
5
.
9
4
.
2
2
.
7
1
.
7
1
.
0
0
.
7
0
.
5
0
.
4
0
.
4
0
.
5
0
.
9
1
.
7
2
.
9
3
.
7
2
.
8
0
.
9
0
.
2
0
.
9
0
.
7
0
.
5
0
.
2
5
.
1
5
.
5
3
.
9
2
.
4
1
.
4
0
.
9
0
.
6
0
.
5
0
.
4
0
.
5
1
.
0
1
.
9
3
.
5
4
.
6
3
.
6
1
.
1
0
.
4
0
.
5
0
.
4
0
.
3
0
.
2
8
.
5
5
.
6
3
.
2
1
.
9
1
.
1
0
.
7
0
.
5
0
.
4
0
.
5
0
.
9
1
.
9
4
.
0
5
.
8
5
.
3
1
.
7
0
.
4
0
.
4
0
.
4
0
.
5
0
.
6
0
.
8
5
.
7
3
.
7
2
.
5
1
.
6
1
.
0
0
.
6
0
.
5
0
.
5
0
.
7
1
.
6
3
.
6
5
.
9
6
.
9
2
.
2
0
.
4
0
.
5
0
.
8
1
.
4
2
.
3
2
.
7
4
.
0
4
.
1
3
.
5
2
.
3
1
.
3
0
.
7
0
.
5
0
.
4
0
.
6
1
.
2
3
.
0
5
.
9
7
.
6
2
.
9
0
.
4
1
.
2
2
.
5
4
.
8
8
.
0
6
.
5
5
.
8
3
.
3
1
.
7
0
.
9
0
.
5
0
.
4
0
.
6
1
.
3
3
.
0
6
.
0
6
.
4
3
.
1
0
.
5
2
.
6
5
.
3
8
.
2
6
.
1
7
.
4
3
.
9
1
.
9
1
.
0
0
.
6
0
.
5
0
.
6
1
.
4
2
.
8
5
.
0
4
.
5
2
.
3
0
.
6
3
.
4
4
.
4
3
.
0
0
.
8
4
.
7
2
.
7
1
.
5
0
.
8
0
.
5
0
.
5
0
.
6
1
.
2
2
.
1
3
.
3
3
.
3
1
.
8
0
.
5
1
.
8
2
.
0
1
.
3
0
.
6
1
.
0
1
.
9
1
.
5
1
.
0
0
.
6
0
.
5
0
.
4
0
.
5
0
.
9
1
.
5
2
.
2
2
.
2
1
.
4
0
.
5
0
.
9
0
.
7
0
.
4
0
.
2
0
.
0
2
.
2
1
.
8
1
.
1
1
.
0
0
.
7
0
.
5
0
.
4
0
.
4
0
.
4
0
.
7
1
.
1
1
.
6
1
.
8
1
.
3
0
.
5
0
.
4
0
.
3
0
.
3
0
.
2
2
.
9
4
.
3
3
.
3
1
.
9
1
.
0
0
.
6
0
.
4
0
.
3
0
.
3
0
.
4
0
.
6
0
.
9
1
.
3
1
.
6
1
.
2
0
.
6
0
.
4
0
.
5
0
.
7
0
.
8
5
.
7
7
.
9
5
.
4
2
.
7
1
.
3
0
.
7
0
.
4
0
.
3
0
.
3
0
.
4
0
.
5
0
.
8
1
.
2
1
.
4
1
.
2
0
.
9
1
.
5
2
.
4
8
.
7
5
.
2
2
.
7
1
.
3
0
.
7
0
.
4
0
.
3
0
.
3
0
.
4
0
.
5
0
.
8
1
.
3
1
.
6
1
.
6
1
.
3
2
.
7
5
.
2
8
.
0
3
.
1
2
.
1
1
.
6
0
.
9
0
.
5
0
.
4
0
.
3
0
.
4
0
.
6
1
.
0
1
.
6
2
.
1
2
.
4
2
.
9
5
.
9
8
.
4
5
.
1
6
.
1
2
.
8
1
.
4
0
.
7
0
.
5
0
.
4
0
.
4
0
.
6
1
.
3
2
.
3
2
.
9
3
.
7
4
.
4
2
.
8
1
3
.
9
9
.
8
4
.
3
1
.
8
0
.
9
0
.
5
0
.
4
0
.
5
0
.
7
1
.
6
2
.
8
3
.
6
1
.
9
1
.
2
0
.
4
1
5
.
8
1
2
.
9
7
.
7
3
.
6
1
.
6
0
.
9
0
.
6
0
.
5
0
.
5
0
.
8
1
.
9
3
.
1
0
.
9
0
.
6
0
.
3
0
.
1
1
5
.
2
1
5
.
2
1
2
.
6
7
.
9
4
.
2
2
.
2
1
.
2
0
.
8
0
.
6
0
.
6
0
.
7
1
.
1
2
.
3
3
.
4
0
.
4
0
.
3
0
.
2
0
.
2
1
4
.
9
1
5
.
3
1
1
.
2
7
.
0
4
.
0
2
.
5
1
.
5
1
.
0
0
.
7
0
.
6
0
.
7
0
.
9
1
.
4
2
.
5
0
.
3
0
.
4
0
.
5
1
5
.
8
1
3
.
6
9
.
6
5
.
9
3
.
6
2
.
4
1
.
5
1
.
0
0
.
8
0
.
8
0
.
9
1
.
0
1
.
2
1
.
7
0
.
8
1
.
4
2
.
1
1
1
.
0
1
3
.
9
1
1
.
3
7
.
7
4
.
7
3
.
1
2
.
1
1
.
4
1
.
0
0
.
9
0
.
9
1
.
0
1
.
3
1
.
5
1
.
6
2
.
7
5
.
0
7
.
3
4
.
5
7
.
4
7
.
8
5
.
6
3
.
7
2
.
6
1
.
8
1
.
3
1
.
0
0
.
9
1
.
0
1
.
2
1
.
6
1
.
9
2
.
2
3
.
3
6
.
6
8
.
9
9
.
0
5
.
2
4
.
4
3
.
6
2
.
7
2
.
0
1
.
5
1
.
1
0
.
9
0
.
9
1
.
0
1
.
4
1
.
8
2
.
3
3
.
0
4
.
6
5
.
4
3
.
8
1
4
.
3
1
3
.
7
8
.
5
4
.
3
2
.
6
2
.
0
1
.
5
1
.
2
0
.
9
0
.
8
0
.
8
1
.
0
1
.
4
1
.
9
2
.
4
3
.
2
3
.
4
3
.
5
4
.
1
1
5
.
4
1
3
.
6
9
.
1
4
.
9
2
.
7
1
.
7
1
.
3
1
.
0
0
.
8
0
.
7
0
.
8
1
.
0
1
.
4
1
.
9
2
.
5
3
.
2
4
.
7
7
.
9
7
.
8
1
6
.
0
1
2
.
1
8
.
1
4
.
7
2
.
8
1
.
8
1
.
2
0
.
9
0
.
7
0
.
7
0
.
8
1
.
0
1
.
4
1
.
9
2
.
6
3
.
3
7
.
4
7
.
1
1
6
.
2
1
4
.
3
1
0
.
8
6
.
8
4
.
1
2
.
6
1
.
7
1
.
1
0
.
8
0
.
7
0
.
7
0
.
9
1
.
1
1
.
4
1
.
9
2
.
5
3
.
7
4
.
5
4
.
3
4
.
1
3
.
0
1
4
.
9
1
3
.
0
9
.
2
5
.
6
3
.
5
2
.
4
1
.
6
1
.
1
0
.
8
0
.
7
0
.
8
1
.
0
1
.
2
1
.
6
2
.
0
2
.
4
3
.
3
4
.
5
3
.
5
4
.
6
6
.
3
1
4
.
6
1
1
.
5
7
.
6
4
.
6
3
.
0
2
.
1
1
.
4
1
.
0
0
.
8
0
.
8
0
.
9
1
.
1
1
.
4
1
.
8
2
.
2
2
.
5
3
.
0
3
.
9
6
.
2
9
.
3
6
.
1
1
3
.
4
9
.
7
6
.
2
3
.
9
2
.
6
1
.
8
1
.
3
0
.
9
0
.
8
0
.
8
0
.
9
1
.
2
1
.
6
2
.
0
2
.
6
3
.
1
3
.
5
3
.
6
6
.
0
4
.
1
1
2
.
9
1
0
.
9
7
.
9
4
.
9
3
.
2
2
.
3
1
.
6
1
.
1
0
.
9
0
.
8
0
.
8
1
.
0
1
.
3
1
.
7
2
.
1
2
.
8
3
.
8
4
.
7
4
.
9
2
.
4
2
.
7
5
.
0
6
.
7
5
.
5
3
.
6
2
.
6
1
.
9
1
.
4
1
.
1
0
.
9
0
.
9
1
.
0
1
.
1
1
.
5
1
.
8
2
.
2
2
.
7
3
.
7
5
.
0
7
.
4
1
.
4
1
.
7
2
.
5
2
.
6
2
.
3
1
.
9
1
.
5
1
.
1
1
.
0
0
.
9
0
.
9
1
.
1
1
.
3
1
.
6
2
.
1
2
.
5
2
.
9
3
.
2
4
.
3
0
.
9
1
.
1
1
.
2
1
.
2
1
.
0
0
.
9
0
.
9
0
.
9
1
.
0
1
.
2
1
.
4
1
.
8
2
.
3
3
.
1
3
.
8
4
.
0
0
.
6
0
.
7
0
.
7
0
.
7
0
.
8
1
.
0
1
.
2
1
.
4
1
.
6
1
.
9
2
.
3
3
.
2
4
.
2
0
.
4
0
.
5
0
.
7
1
.
0
1
.
4
1
.
7
2
.
1
2
.
3
2
.
4
2
.
7
3
.
9
0
.
4
0
.
6
0
.
9
1
.
3
1
.
9
2
.
6
3
.
2
3
.
6
3
.
4
0
.
6
1
.
0
1
.
6
2
.
5
3
.
8
4
.
8
1
.
0
1
.
8
3
.
1
4
.
8
1
.
6
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
OU
T
D
O
O
R
L
I
G
H
T
I
N
G
P
L
A
N
1"=50'
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
52
CS152
MATCHLINE SHEET 51
CITY
O
F
W
I
N
C
H
E
S
T
E
R
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
0
.
1
0
.
2
0
.
2
0
.
1
0
.
9
0
.
6
0
.
3
0
.
2
0
.
1
1
.
8
1
.
7
1
.
4
0
.
8
0
.
4
0
.
2
0
.
1
2
.
1
2
.
1
2
.
0
2
.
0
2
.
0
1
.
6
1
.
0
0
.
5
0
.
3
0
.
0
3
.
9
3
.
1
2
.
3
1
.
7
1
.
7
2
.
1
2
.
5
2
.
6
1
.
5
0
.
7
0
.
2
0
.
0
6
.
5
5
.
2
3
.
7
2
.
2
1
.
5
1
.
5
2
.
2
3
.
3
4
.
3
4
.
7
2
.
2
0
.
5
0
.
2
0
.
0
7
.
0
5
.
7
4
.
8
2
.
7
1
.
6
1
.
1
1
.
1
1
.
8
3
.
4
5
.
4
6
.
6
7
.
6
2
.
3
0
.
6
0
.
2
3
.
9
2
.
2
1
.
5
0
.
9
0
.
6
0
.
7
1
.
2
2
.
2
4
.
1
5
.
8
7
.
1
6
.
2
1
.
9
0
.
6
0
.
2
0
.
9
0
.
6
0
.
4
0
.
3
0
.
4
0
.
6
1
.
1
1
.
9
3
.
9
6
.
2
5
.
6
3
.
6
1
.
2
0
.
4
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
5
1
.
0
2
.
2
4
.
4
5
.
0
3
.
9
2
.
2
0
.
8
0
.
3
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
3
0
.
6
1
.
4
2
.
5
3
.
5
3
.
6
2
.
8
1
.
6
0
.
7
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
0
.
8
1
.
5
2
.
2
2
.
8
3
.
1
2
.
6
1
.
2
0
.
4
0
.
1
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
5
0
.
9
1
.
5
2
.
2
3
.
1
3
.
6
2
.
4
1
.
0
0
.
3
0
.
1
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
6
1
.
1
1
.
9
3
.
4
4
.
6
4
.
7
2
.
5
0
.
6
0
.
1
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
6
3
.
1
5
.
5
6
.
6
6
.
3
1
.
4
0
.
4
0
.
1
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
5
1
.
1
2
.
1
4
.
2
5
.
9
7
.
2
5
.
1
1
.
0
0
.
3
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
0
.
6
1
.
1
2
.
1
4
.
7
6
.
1
5
.
8
2
.
2
0
.
6
0
.
1
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
0
.
6
1
.
3
3
.
0
5
.
5
5
.
0
3
.
2
1
.
1
0
.
4
0
.
1
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
0
.
9
2
.
0
3
.
3
3
.
9
3
.
2
2
.
0
0
.
9
0
.
3
0
.
2
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
6
1
.
2
1
.
9
2
.
6
2
.
9
2
.
8
1
.
8
0
.
8
0
.
4
0
.
1
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
7
1
.
1
1
.
6
2
.
2
2
.
9
2
.
6
2
.
1
0
.
9
0
.
5
0
.
1
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
7
1
.
0
1
.
7
2
.
6
3
.
4
3
.
8
3
.
2
1
.
2
0
.
4
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
0
.
7
1
.
2
2
.
1
3
.
6
5
.
1
5
.
7
5
.
1
1
.
0
0
.
3
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
5
2
.
7
5
.
1
5
.
9
7
.
4
4
.
9
0
.
9
0
.
3
0
.
1
0
.
1
0
.
1
0
.
1
0
.
3
0
.
5
0
.
9
1
.
6
2
.
7
4
.
9
6
.
1
6
.
3
2
.
5
0
.
6
0
.
2
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
0
.
7
1
.
4
2
.
9
5
.
8
5
.
4
3
.
6
1
.
3
0
.
5
0
.
2
0
.
0
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
0
.
9
2
.
0
3
.
5
4
.
4
3
.
5
2
.
0
0
.
8
0
.
3
0
.
1
0
.
0
0
.
1
0
.
1
0
.
2
0
.
6
1
.
2
2
.
2
3
.
1
3
.
3
2
.
6
1
.
5
0
.
6
0
.
1
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
0
.
7
1
.
3
2
.
0
2
.
7
3
.
0
2
.
4
1
.
1
0
.
4
0
.
1
0
.
0
0
.
1
0
.
1
0
.
2
0
.
5
0
.
9
1
.
4
2
.
3
3
.
2
3
.
6
2
.
3
1
.
0
0
.
3
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
3
0
.
6
1
.
1
2
.
1
3
.
6
4
.
8
5
.
0
2
.
4
0
.
6
0
.
1
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
7
3
.
2
5
.
7
6
.
8
6
.
9
1
.
6
0
.
4
0
.
1
0
.
0
0
.
1
0
.
1
0
.
3
0
.
5
1
.
1
2
.
1
4
.
1
6
.
0
7
.
5
5
.
4
1
.
1
0
.
4
0
.
1
0
.
0
0
.
1
0
.
1
0
.
3
0
.
6
1
.
1
2
.
0
4
.
6
6
.
2
5
.
6
2
.
6
0
.
7
0
.
2
0
.
1
0
.
0
0
.
1
0
.
1
0
.
3
0
.
5
1
.
3
2
.
8
5
.
2
4
.
9
3
.
5
1
.
7
0
.
8
0
.
3
0
.
1
0
.
0
0
.
1
0
.
1
0
.
3
0
.
8
1
.
8
2
.
9
3
.
5
3
.
2
2
.
6
1
.
6
0
.
7
0
.
4
0
.
1
0
.
0
0
.
0
0
.
1
0
.
2
0
.
5
1
.
0
1
.
6
2
.
2
2
.
6
2
.
9
2
.
5
1
.
7
0
.
8
0
.
4
0
.
1
0
.
0
0
.
1
0
.
1
0
.
3
0
.
5
0
.
9
1
.
3
1
.
9
2
.
7
3
.
1
3
.
2
2
.
5
1
.
1
0
.
4
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
1
.
3
2
.
2
3
.
4
4
.
6
4
.
9
4
.
2
0
.
9
0
.
2
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
9
1
.
6
2
.
8
5
.
1
6
.
1
7
.
2
4
.
2
0
.
7
0
.
2
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
1
.
0
1
.
8
3
.
1
5
.
4
6
.
5
6
.
7
2
.
4
0
.
7
0
.
2
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
1
.
5
3
.
1
5
.
8
5
.
6
3
.
8
1
.
1
0
.
3
0
.
1
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
9
3
.
8
4
.
6
3
.
5
1
.
8
0
.
6
0
.
2
0
.
1
0
.
0
0
.
1
0
.
1
0
.
2
0
.
5
1
.
2
2
.
0
2
.
7
2
.
5
1
.
8
1
.
0
0
.
3
0
.
1
0
.
0
0
.
0
0
.
1
0
.
1
0
.
3
0
.
6
1
.
1
1
.
5
1
.
6
1
.
6
1
.
3
0
.
5
0
.
2
0
.
1
0
.
1
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
0
.
9
1
.
2
1
.
1
0
.
7
0
.
4
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
2
0
.
3
0
.
4
0
.
6
0
.
7
0
.
8
0
.
7
0
.
5
0
.
5
0
.
5
0
.
3
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
6
0
.
6
0
.
8
1
.
0
0
.
9
0
.
5
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
7
1
.
0
1
.
6
2
.
4
1
.
8
0
.
6
0
.
0
0
.
1
0
.
1
0
.
2
0
.
2
0
.
3
0
.
4
0
.
7
1
.
2
1
.
9
3
.
1
3
.
8
1
.
8
0
.
6
0
.
1
0
.
1
0
.
1
0
.
2
0
.
2
0
.
4
0
.
7
1
.
3
2
.
2
3
.
3
5
.
0
5
.
7
1
.
6
0
.
2
0
.
1
0
.
1
0
.
1
0
.
2
0
.
3
0
.
6
1
.
1
2
.
2
3
.
1
4
.
8
7
.
1
4
.
4
1
.
1
0
.
3
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
0
.
7
1
.
6
2
.
7
3
.
8
5
.
9
6
.
2
2
.
3
0
.
7
0
.
1
0
.
1
0
.
2
0
.
3
0
.
4
0
.
8
1
.
9
2
.
9
3
.
6
4
.
5
3
.
6
1
.
2
0
.
3
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
1
.
2
2
.
3
2
.
8
3
.
2
3
.
2
1
.
9
0
.
6
0
.
2
0
.
1
0
.
1
0
.
2
0
.
4
0
.
7
1
.
4
1
.
9
2
.
1
2
.
2
1
.
8
1
.
0
0
.
5
0
.
2
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
1
.
2
1
.
4
1
.
5
1
.
5
1
.
4
1
.
3
0
.
9
0
.
3
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
0
.
7
0
.
9
1
.
1
1
.
4
1
.
7
2
.
3
2
.
5
1
.
0
0
.
1
0
.
2
0
.
2
0
.
3
0
.
5
0
.
7
0
.
9
1
.
4
1
.
9
2
.
8
3
.
9
2
.
7
1
.
0
0
.
1
0
.
2
0
.
2
0
.
3
0
.
5
0
.
8
1
.
3
2
.
1
3
.
0
4
.
5
6
.
0
2
.
6
0
.
4
0
.
1
0
.
2
0
.
3
0
.
4
0
.
6
1
.
0
1
.
9
2
.
9
3
.
9
6
.
8
7
.
0
1
.
7
0
.
4
0
.
1
0
.
2
0
.
3
0
.
4
0
.
6
1
.
2
2
.
4
3
.
4
5
.
1
6
.
2
3
.
1
0
.
9
0
.
3
0
.
1
0
.
1
0
.
2
0
.
3
0
.
4
0
.
7
1
.
5
2
.
8
3
.
4
4
.
6
4
.
0
1
.
4
0
.
4
0
.
1
0
.
1
0
.
2
0
.
3
0
.
5
1
.
0
2
.
1
2
.
8
3
.
1
3
.
3
2
.
2
0
.
6
0
.
2
0
.
1
0
.
1
0
.
2
0
.
4
0
.
7
1
.
3
1
.
9
2
.
1
2
.
2
1
.
9
0
.
8
0
.
3
0
.
1
0
.
0
0
.
1
0
.
2
0
.
3
0
.
5
0
.
8
1
.
2
1
.
5
1
.
6
1
.
5
1
.
1
0
.
5
0
.
2
0
.
0
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
0
.
5
0
.
8
1
.
1
1
.
4
1
.
5
1
.
4
0
.
8
0
.
2
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
3
0
.
4
0
.
7
1
.
1
1
.
5
1
.
9
2
.
2
1
.
6
0
.
4
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
2
0
.
4
0
.
6
1
.
2
1
.
9
2
.
4
3
.
2
2
.
5
0
.
6
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
2
0
.
3
0
.
6
1
.
2
2
.
4
3
.
1
4
.
5
3
.
4
0
.
9
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
3
0
.
6
1
.
2
2
.
6
3
.
4
5
.
4
5
.
3
1
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
5
1
.
1
2
.
7
3
.
9
7
.
0
6
.
4
0
.
8
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
1
.
2
2
.
7
3
.
8
6
.
4
5
.
6
1
.
0
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
2
.
7
3
.
6
4
.
9
3
.
8
1
.
0
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
1
.
3
2
.
4
3
.
3
4
.
1
3
.
0
0
.
7
0
.
5
0
.
5
0
.
4
0
.
3
0
.
3
0
.
3
0
.
3
0
.
3
0
.
3
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
0
.
1
1
.
3
2
.
1
2
.
9
3
.
2
2
.
2
0
.
5
0
.
9
1
.
0
0
.
9
0
.
6
0
.
4
0
.
4
0
.
5
0
.
6
0
.
6
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
1
.
3
2
.
0
2
.
7
2
.
5
1
.
3
0
.
8
1
.
2
1
.
8
2
.
2
1
.
9
1
.
0
0
.
6
0
.
6
0
.
8
1
.
2
1
.
2
0
.
9
0
.
6
0
.
4
0
.
3
0
.
3
0
.
3
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
1
.
5
2
.
4
2
.
7
2
.
2
1
.
0
1
.
0
1
.
3
2
.
1
3
.
4
4
.
6
3
.
7
1
.
7
0
.
6
0
.
7
1
.
6
2
.
6
2
.
5
1
.
6
1
.
0
0
.
6
0
.
5
0
.
4
0
.
4
0
.
3
0
.
3
0
.
2
0
.
2
0
.
2
0
.
1
0
.
1
1
.
0
2
.
0
3
.
3
3
.
6
2
.
5
0
.
8
1
.
1
1
.
5
1
.
9
2
.
8
5
.
2
8
.
2
6
.
6
2
.
2
0
.
3
5
.
6
4
.
7
2
.
7
1
.
5
0
.
9
0
.
7
0
.
6
0
.
6
0
.
6
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
1
.
1
2
.
5
4
.
8
4
.
8
3
.
0
0
.
7
1
.
4
2
.
0
2
.
6
2
.
5
2
.
6
4
.
4
7
.
9
0
.
0
3
.
5
1
.
9
1
.
2
1
.
0
1
.
0
1
.
1
1
.
0
0
.
8
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
1
.
1
2
.
6
5
.
9
6
.
6
4
.
1
0
.
7
1
.
4
2
.
2
3
.
6
4
.
8
3
.
7
2
.
3
1
.
9
1
.
1
1
.
7
1
.
6
1
.
7
2
.
0
1
.
9
1
.
4
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
4
1
.
0
2
.
6
5
.
6
7
.
5
3
.
9
0
.
5
1
.
6
2
.
0
3
.
1
5
.
6
8
.
3
6
.
3
1
.
6
3
.
0
3
.
9
3
.
7
2
.
5
1
.
5
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
2
0
.
5
1
.
4
3
.
2
5
.
7
6
.
8
2
.
7
0
.
4
0
.
0
2
.
1
2
.
6
2
.
7
3
.
0
4
.
9
8
.
3
0
.
0
6
.
7
4
.
0
2
.
3
1
.
4
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
3
0
.
7
1
.
7
3
.
7
5
.
5
5
.
2
1
.
8
0
.
4
0
.
0
2
.
3
3
.
7
4
.
9
3
.
8
2
.
5
2
.
3
0
.
0
5
.
0
3
.
3
2
.
0
1
.
2
0
.
8
0
.
5
0
.
4
0
.
3
0
.
2
0
.
1
0
.
0
0
.
1
0
.
2
0
.
3
0
.
8
1
.
7
3
.
2
4
.
2
3
.
4
1
.
0
0
.
4
0
.
0
1
.
6
2
.
0
3
.
2
5
.
7
8
.
5
6
.
3
1
.
6
5
.
1
4
.
5
2
.
9
1
.
7
1
.
1
0
.
7
0
.
5
0
.
3
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
1
0
.
2
0
.
4
0
.
8
1
.
5
2
.
6
2
.
9
2
.
2
0
.
7
0
.
2
0
.
0
2
.
2
2
.
7
2
.
6
3
.
0
4
.
9
8
.
3
0
.
0
6
.
9
4
.
1
2
.
4
1
.
5
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
4
2
.
3
2
.
5
1
.
6
0
.
5
0
.
2
0
.
0
2
.
5
3
.
9
5
.
0
3
.
6
2
.
4
2
.
2
4
.
8
3
.
1
2
.
1
1
.
3
0
.
8
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
4
2
.
3
2
.
7
1
.
4
0
.
3
0
.
2
0
.
0
2
.
3
3
.
5
6
.
0
8
.
5
6
.
0
1
.
3
4
.
0
3
.
0
1
.
9
1
.
2
0
.
8
0
.
5
0
.
4
0
.
3
0
.
2
0
.
2
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
8
1
.
5
2
.
4
2
.
5
1
.
4
0
.
4
0
.
1
0
.
0
2
.
9
3
.
2
3
.
5
5
.
3
8
.
5
6
.
4
4
.
6
2
.
7
1
.
6
1
.
0
0
.
7
0
.
5
0
.
3
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
1
0
.
1
0
.
0
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
4
0
.
9
1
.
8
2
.
8
2
.
8
1
.
7
0
.
5
0
.
1
0
.
0
5
.
5
4
.
7
2
.
9
2
.
7
6
.
0
3
.
5
2
.
3
1
.
4
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
1
0
.
1
0
.
2
0
.
2
0
.
2
0
.
1
0
.
0
0
.
0
0
.
1
0
.
1
0
.
2
0
.
5
1
.
1
2
.
2
3
.
8
4
.
1
2
.
5
0
.
6
0
.
2
7
.
1
2
.
4
3
.
9
3
.
2
2
.
1
1
.
3
0
.
9
0
.
6
0
.
4
0
.
3
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
2
0
.
3
0
.
4
0
.
5
0
.
5
0
.
1
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
1
.
1
2
.
5
5
.
1
5
.
5
4
.
2
0
.
9
5
.
3
5
.
1
3
.
2
1
.
9
1
.
2
0
.
8
0
.
5
0
.
4
0
.
3
0
.
3
0
.
2
0
.
3
0
.
3
0
.
4
0
.
6
0
.
8
1
.
2
1
.
2
0
.
7
0
.
1
0
.
1
0
.
1
0
.
2
0
.
4
1
.
0
2
.
3
5
.
4
6
.
8
7
.
5
4
.
3
2
.
5
1
.
7
1
.
1
0
.
7
0
.
5
0
.
4
0
.
3
0
.
3
0
.
3
0
.
4
0
.
6
0
.
9
1
.
4
2
.
2
3
.
0
2
.
8
0
.
9
0
.
1
0
.
1
0
.
2
0
.
3
0
.
8
2
.
0
5
.
0
4
.
5
3
.
4
2
.
4
1
.
5
1
.
0
0
.
7
0
.
5
0
.
4
0
.
4
0
.
4
0
.
5
0
.
8
1
.
2
2
.
0
3
.
4
5
.
2
7
.
5
6
.
4
0
.
5
0
.
1
0
.
2
0
.
4
0
.
9
2
.
2
5
.
1
3
.
7
2
.
2
1
.
4
0
.
9
0
.
6
0
.
5
0
.
4
0
.
5
0
.
6
0
.
9
1
.
4
2
.
3
3
.
8
6
.
5
1
1
.
4
1
1
.
2
2
.
1
0
.
1
0
.
2
0
.
4
8
.
3
5
.
3
3
.
0
1
.
9
1
.
2
0
.
8
0
.
6
0
.
5
0
.
5
0
.
6
0
.
9
1
.
4
2
.
2
3
.
7
5
.
6
8
.
3
7
.
5
3
.
0
0
.
4
0
.
2
5
.
6
3
.
8
2
.
7
1
.
7
1
.
1
0
.
8
0
.
6
0
.
6
0
.
6
0
.
8
1
.
3
1
.
9
2
.
8
3
.
8
4
.
6
4
.
2
2
.
2
4
.
9
4
.
0
2
.
5
1
.
5
1
.
0
0
.
8
0
.
6
0
.
6
0
.
7
1
.
0
1
.
4
1
.
9
2
.
5
2
.
9
2
.
4
7
.
9
6
.
2
3
.
5
2
.
1
1
.
4
1
.
0
0
.
7
0
.
6
0
.
6
0
.
8
1
.
0
1
.
3
1
.
5
1
.
5
6
.
7
4
.
1
2
.
8
2
.
0
1
.
3
0
.
9
0
.
7
0
.
6
0
.
7
0
.
8
0
.
9
4
.
0
3
.
9
2
.
9
1
.
8
1
.
2
0
.
9
0
.
7
0
.
6
0
.
6
6
.
5
4
.
3
2
.
6
1
.
6
1
.
1
0
.
8
0
.
6
8
.
9
5
.
6
3
.
5
2
.
3
1
.
5
5
.
3
4
.
7
3
.
4
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
53
CS153
OU
T
D
O
O
R
L
I
G
H
T
I
N
G
D
E
T
A
I
L
S
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
54
CS154
OU
T
D
O
O
R
L
I
G
H
T
I
N
G
D
E
T
A
I
L
S
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
55
CS155
OU
T
D
O
O
R
L
I
G
H
T
I
N
G
D
E
T
A
I
L
S
TYPICAL TRUCK BOLLARD DETAIL
6"
PAINT POST BRIGHT YELLOW
SET POST IN CONCRETE
FILL POST WITH CONCRETE
4" WIDE, WHITE REFLECTIVE TAPE
8" DIAM STEEL PIPE
GRADE
36"
24"
36"
6"
12"
CA
P
I
T
O
L
L
A
N
E
HOGE
R
U
N
PIN 63-A-115
TREX COMPANY, INC.
INST. 160003174
5.1174 ACRES
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
N 36°52'25" E 406.91'
S
4
7
°
2
2
'
1
9
"
E
2
2
1
.
2
8
'
C
1
C
2
S 19°08'1
2
"
W
2
1
0
.
2
4
'
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
RECEIVING SHIPPING ACCESS ROAD
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
V
A
.
S
E
C
.
R
T
E
.
6
5
2
-
S
H
A
W
N
E
E
D
R
I
V
E
4
0
'
R
/
W
(
D
B
2
6
8
P
G
1
4
9
)
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
FINISH PRODUCT YARD
CONCRETE BUILDING
(BLDG. #4)
F.F.E. = 738.60
B
L
O
C
K
B
U
I
L
D
I
N
G
R & D - BUILDING 2
BUILDING 4
7 PROP.
H.C. SIGNS
N
10
11
12
13 14
15
16171819
2021
22
23
24
28
29
30
31
35
3332
C
D
PROPOSED BUILDING 6
187,660 SF BUILDING
175,240 SF MANUFACTURING AREA
12,420 SF OFFICE AREA
FFE = 728.00
HEIGHT = 41' +/-
T
T
T
T
TWO 4" CONDUITS FOR
VERIZON (one spare)
SERVICE. PVC SCH 40
F
O
FO FO FO FO
F
O
TWO 3" CONDUITS FOR
TREX FIBER OPTIC CABLE
(one spare) PVC SCH 40
Prop Water Line Esmt.
Prop Water Line Esmt.
REMOVE FIRE HYDRANT
DURING CONST. REINSTALL
ON WM #8 WHEN BIDG.
BACKFILL COMPLETE.
8" PVC CLEANWAY
CONNECTOR PIPE AT
1/8" PER FT. (typ)
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
SEE PLUMBING PLAN
P1.1 FOR SAN SEWER
CONTINUATION
SEE COMMERCIAL
ENTRANCE PLAN SHEET 22
FOR WORK IN THIS AREA
INS
T
A
L
L
D
O
U
B
L
E
G
A
T
E
WIT
H
I
N
T
E
R
C
O
M
A
N
D
RE
M
O
T
E
C
O
N
T
R
O
L
FR
O
M
S
H
I
P
P
I
N
G
O
F
F
I
C
E
.
FA
A
C
M
O
D
E
L
6
4
0
O
R
AP
P
R
O
V
E
D
E
Q
U
A
L
.
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
DR
Y
U
T
I
L
I
T
Y
P
L
A
N
56
CS156
CA
P
I
T
O
L
L
A
N
E
HOGE
R
U
N
CITY
O
F
W
I
N
C
H
E
S
T
E
R
COU
N
T
Y
O
F
F
R
E
D
E
R
I
C
K
5.1174 ACRES
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
S 19°08'1
2
"
W
2
1
0
.
2
4
'
S 02°1
3
'
5
0
"
E
2
5
2
.
1
2
'
S 09°16'39" E 121.25'
ONE STORY
CONCRETE BUILDING
(BLDG. #2)
F.F.E. = 723.60
ONE STORY
METAL
BUILDING
TM 371-1-1
TREX CO., L.L.C.
DB 965, PG 532
(FRED. CO.)
DB 303, PG 1543
(CITY OF WINCHESTER)
PIN 63-A-110
TREX COMPANY, INC.
INST. 020022798
STORM WATER DETENTION POND
HOG
E
R
U
N
FINISH PRODUCT YARD
FINISH PRODUCT YARD
R & D - BUILDING 2
7 PROP.
H.C. SIGNS
N
10
11
12
13 14
15
22
23
24
25
26
28
29
30
51
60
61
63
64
70
71
72
73
92
31
35
3332
FFE = 728.00
HEIGHT = 41' +/-
Prop Water Line Esmt.
LIGHT
DUTY
PAVEMENT
8" PVC CLEANWAY
CONNECTOR PIPE AT 1/8"
PER FT. (typ)
CLEANWAY DOWNSPOUT
FILTER (TYP). SEE DETAIL
SHEET 31
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
9/12/19
DR
Y
U
T
I
L
I
T
Y
P
L
A
N
56A
CS156A
DATE:
SCALE:
CHECKED BY:
SHEET OF 57
TR
E
X
C
O
M
P
A
N
Y
,
I
N
C
-
B
U
I
L
D
I
N
G
6
LO
T
6
3
A
1
1
0
SH
A
W
N
E
E
M
A
G
I
S
T
E
R
I
A
L
D
I
S
T
R
I
C
T
FR
E
D
E
R
I
C
K
C
O
U
N
T
Y
,
V
I
R
G
I
N
I
A
TSS
1183.0
10
3
H
e
a
t
h
C
o
u
r
t
Wi
n
c
h
e
s
t
e
r
,
V
A
2
2
6
0
2
(5
4
0
)
6
8
6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
AUGUST 15, 2019
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
E
E
R
I
N
G
,
P
L
C
Timothy S. Stowe
8/15/19
57
CS157
DR
Y
U
T
I
L
I
T
Y
D
E
T
A
I
L
S