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TITLE SHEET
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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
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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.
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TREX COMPANY, INC - FLEET MAINTENANCE FACILITY
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GENERAL NOTES1. THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AND PERFORM ALL WORK, INCLUDING RESTORATION, OF ALL IMPROVEMENTS SHOWN OR IMPLIED A
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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
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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.18. THIS PLAN IS IN GENERAL CONFORMANCE WITH "ADDITIONAL REGULATIONS FOR SPECIFIC USES, FREDERICK CO ZONING ORD §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 WEST CAMPUS PAVEMENT DESIGN -PREPARED BY VIOLA ENGINEERING AND DATED JANUARY 17, 2020. EARTHWORK IS TO BE OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER.2. ALL EXCAVATION IS UNCLASSIFIED.3. ALL BLASTING OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE FIRE MARSHALL'S REQUIREMENTS. THE CONTRACTOR SHALL PROTECT THE OVERHEAD POWERLINES AND TOWERS FROM FLY ROCK AND ITS ASSOCIATED DAMAGE.4. 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 JANUARY 3, 2020. BOUNDARY INFORMATION IS BASED ON METES ANDBOUNDS DESCRIPTIONS OF TRACTS ONE, TWO, THREE, AND FOUR AS SHOWN IN INSTRUMENT NUMBER 150002333 AND ORIENTED TO THE SURVEY BASED ON PROPERTYCORNERS FOUND.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.
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TREX COMPANY, INC - FLEET MAINTENANCE FACILITY
LOT 63 A 109
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
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103 Heath Court
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(540) 686-7373
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TRACT ONE PIN 63-A-95 2.7510 ACRES
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LOT 63 A 95, 96A, 107, 109
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TREX COMPANY
LOT 63 A 95, 96A, 107, 109
SHAWNEE MAGISTERIAL DISTRICT
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x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
AS SHOWN
PROJECT NUMBER:
DRAWN BY:
ST
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N
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P
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February 28, 2020
RO
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1
1
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A
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C
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P
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A
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CS111
11
ROUTE 11 ENTRANCES PLAN
GRADING PLAN - ROUTE 11 ENTRANCES
Timothy S Stowe
2/28/20
O
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S
T
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B
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1
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)
D
B
1
4
9
P
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4
2
7
N
6
5
°
5
5
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0
5
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W
2
1
8
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3
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2
7
.
6
6
'
N
0
1
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4
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5
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°
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5
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S
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2
3
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1
8
0
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0
0
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N 3
8
°
3
2
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0
7
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1
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6
1
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DATE:
SCALE:
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10
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(
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3
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1
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TSS
1" = 50'H 1"=10'V
PROJECT NUMBER:
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1193.0
February 28, 2020
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A
N
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P
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F
I
L
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RO
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1
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N
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A
N
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E
CS112
12
ROUTE 11 TYPICAL SECTION
ROUTE 11 KERNSTOWN METHODIST CHURCH
SIGHT PROFILE
Timothy S Stowe
2/28/20
”
”
”
”
STOP
DATE:
SCALE:
CHECKED BY:TSS
10
3
H
e
a
t
h
C
o
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Wi
n
c
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2
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6
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(5
4
0
)
6
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6
-
7
3
7
3
fa
x
(
5
4
0
)
3
0
1
-
1
1
0
0
TSS
1" = 50'H 1"=10'V
PROJECT NUMBER:
DRAWN BY:
ST
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SHEET OF 37
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1193.0
February 28, 2020
E
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P
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F
I
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RO
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1
1
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N
T
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A
N
C
E
CS112A
12A
ROUTE 11 ENTRANCE PROFILE
Timothy S Stowe
2/28/20
TRUCK ENTRANCE TYPICAL SECTION
ROUTE 11 SHOULDER TYPICAL SECTION
DETAIL 'B'
DATE:
SCALE:
CHECKED BY:TSS
10
3
H
e
a
t
h
C
o
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r
t
Wi
n
c
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e
s
t
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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
PROJECT NUMBER:
DRAWN BY:
ST
O
W
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E
N
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I
N
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E
R
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,
P
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SHEET OF 37
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A
1193.0
February 28, 2020
TR
A
N
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P
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T
A
T
I
O
N
M
A
N
A
G
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P
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A
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RO
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E
1
1
E
N
T
R
A
N
C
E
CS113
13
TRANSPORTATION MANAGEMENT PLAN NOTES
1. Work at Entrance shall be accomplished as a shoulder operation with minor
encroachment. The entrance must remain open for church traffic at all times.
2. All activities performed under the auspices of a VDOT Land Use Permit involving
the installation, maintenance and removal of work zone traffic control devices
must have at least one (1) person on-site who, at a minimum, is accredited by
VDOT in Basic Work Zone Traffic Control. The person accredited by VDOT in
Basic Work Zone Traffic Control may install, maintain and remove work zones
that are in accordance with the Virginia Work Area Protection Manual and/or a
work zone that has been pre-approved by VDOT. A person accredited by VDOT
in Intermediate Work Zone Traffic Control must be on-site to provide supervision
during work zone adjustments or changes to traffic control due to field conditions.
These persons must have their accreditation card with them while on the project
site.
3. This sign placement plan is schematic in nature. Actual sign placement shall be
determined based on field conditions.
Timothy S Stowe
2/28/20
BARRICADE
DATE:
SCALE:
CHECKED BY:TSS
10
3
H
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a
t
h
C
o
u
r
t
Wi
n
c
h
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s
t
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,
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
PROJECT NUMBER:
DRAWN BY:
ST
O
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P
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1193.0
February 28, 2020
TR
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P
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M
A
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RO
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1
1
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N
T
R
A
N
C
E
CS114
14
TRANSPORTATION MANAGEMENT PLAN NOTES
1. Work at Entrance shall be accomplished as a shoulder operation with minor
encroachment. The entrance must remain open for church traffic at all times.
2. All activities performed under the auspices of a VDOT Land Use Permit involving
the installation, maintenance and removal of work zone traffic control devices
must have at least one (1) person on-site who, at a minimum, is accredited by
VDOT in Basic Work Zone Traffic Control. The person accredited by VDOT in
Basic Work Zone Traffic Control may install, maintain and remove work zones
that are in accordance with the Virginia Work Area Protection Manual and/or a
work zone that has been pre-approved by VDOT. A person accredited by VDOT
in Intermediate Work Zone Traffic Control must be on-site to provide supervision
during work zone adjustments or changes to traffic control due to field conditions.
These persons must have their accreditation card with them while on the project
site.
3. This sign placement plan is schematic in nature. Actual sign placement shall be
determined based on field conditions.
Timothy S Stowe
2/28/20
O
N
E
S
T
O
R
Y
F
R
A
M
E
B
L
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G
.
F
.
F
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.
(
7
5
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.
8
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)
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B
1
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9
P
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4
2
7
FR
A
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SH
E
D
WORK AREA
DATE:
SCALE:
CHECKED BY:TSS
10
3
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C
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Wi
n
c
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6
0
2
(5
4
0
)
6
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6
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3
7
3
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x
(
5
4
0
)
3
0
1
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1
1
0
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TSS
PROJECT NUMBER:
DRAWN BY:
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9
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Y
,
V
I
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I
N
I
A
1193.0
1" = 40'
February 28, 2020
RO
U
T
E
6
5
2
E
N
T
R
A
N
C
E
P
L
A
N
CS115
15
SHAWNEE DRIVE ROUTE 652 ENTRANCE PLAN
SHAWNEE DRIVE ROUTE 652 ENTRANCE GRADING PLAN
SHAWNEE DRIVE ROUTE 652 ENTRANCE SIGHT DISTANCE PROFILE
SHAWNEE DRIVE ROUTE 652
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 (DOUBLE)
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
E ELONGATED ARROW, SINGLE
STOP
STOP
STOP
Timothy S Stowe
2/28/20
ENTRANCE TYPICAL SECTION
VA. SEC. RTE. 652 - SHAWNEE DRIVE
VARIABLE WIDTH R/W (DB 881 PG 724)
L1
S 56°16'14" E 70.88'S 56°16'14" E 229.12'S 53°46'51" E 115.11'
S 48°08'25" E
35.36'S 50°33'35" E
50.25'
S 64°47'22" E
33.75'
S 56°44'57" E
30.35'
S 53°24'29" E
92.74'
LO
C
LO
C
4041
42
5
6
7
VA. SEC. RTE. 652 - SHAWNEE DRIVE
VARIABLE WIDTH R/W (DB 881 PG 724)
L1
S 56°16'14" E 70.88'S 56°16'14" E 229.12'S 53°46'51" E 115.11'
S 48°08'25" E
35.36'S 50°33'35" E
50.25'
S 64°47'22" E
33.75'
S 56°44'57" E
30.35'
S 53°24'29" E
92.74'
4041
42
5
6
7
DETAIL 'A'
Timothy S Stowe
2/28/20
DATE:
SCALE:
CHECKED BY:TSS
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
PROJECT NUMBER:
DRAWN BY:
ST
O
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E
N
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I
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E
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I
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,
P
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SHEET OF 37
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E
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9
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C
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C
O
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N
T
Y
,
V
I
R
G
I
N
I
A
1193.0
1" = 40'
February 28, 2020
RO
U
T
E
6
5
2
E
N
T
R
A
N
C
E
P
L
A
N
CS115A
15A
ROUTE 652 TYPICAL SECTION
Timothy S Stowe
2/28/20
DETAIL 'A'
DATE:
SCALE:
CHECKED BY:TSS
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
PROJECT NUMBER:
DRAWN BY:
ST
O
W
E
E
N
G
I
N
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E
R
I
N
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,
P
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C
SHEET OF 37
FL
E
E
T
M
A
I
N
T
E
N
A
N
C
E
F
A
C
I
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S
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P
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A
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TR
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C
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P
A
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Y
LO
T
6
3
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9
5
,
9
6
A
,
1
0
7
,
1
0
9
SH
A
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V
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1193.0
1" = 100'
February 28, 2020
TR
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P
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6
5
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CS116
16
TRANSPORTATION MANAGEMENT PLAN NOTES
1. Work at Entrance shall be accomplished as a shoulder operation with minor
encroachment. The entrance must remain open for church traffic at all times.
2. All activities performed under the auspices of a VDOT Land Use Permit involving
the installation, maintenance and removal of work zone traffic control devices
must have at least one (1) person on-site who, at a minimum, is accredited by
VDOT in Basic Work Zone Traffic Control. The person accredited by VDOT in
Basic Work Zone Traffic Control may install, maintain and remove work zones
that are in accordance with the Virginia Work Area Protection Manual and/or a
work zone that has been pre-approved by VDOT. A person accredited by VDOT
in Intermediate Work Zone Traffic Control must be on-site to provide supervision
during work zone adjustments or changes to traffic control due to field conditions.
These persons must have their accreditation card with them while on the project
site.
3. This sign placement plan is schematic in nature. Actual sign placement shall be
determined based on field conditions.
Timothy S Stowe
2/28/20
DATE:
SCALE:
CHECKED BY:TSS
10
3
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PROJECT NUMBER:
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1193.0
1" = 40'
February 28, 2020
TR
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CS117
17
TRANSPORTATION MANAGEMENT PLAN NOTES
1. Work at Entrance shall be accomplished as a shoulder operation with minor
encroachment. The entrance must remain open for church traffic at all times.
2. All activities performed under the auspices of a VDOT Land Use Permit involving
the installation, maintenance and removal of work zone traffic control devices
must have at least one (1) person on-site who, at a minimum, is accredited by
VDOT in Basic Work Zone Traffic Control. The person accredited by VDOT in
Basic Work Zone Traffic Control may install, maintain and remove work zones
that are in accordance with the Virginia Work Area Protection Manual and/or a
work zone that has been pre-approved by VDOT. A person accredited by VDOT
in Intermediate Work Zone Traffic Control must be on-site to provide supervision
during work zone adjustments or changes to traffic control due to field conditions.
These persons must have their accreditation card with them while on the project
site.
3. This sign placement plan is schematic in nature. Actual sign placement shall be
determined based on field conditions.
Timothy S Stowe
2/28/20
DATE:
SCALE:
CHECKED BY:TSS
10
3
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PROJECT NUMBER:
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1193.0
1" = 40'
February 28, 2020
TR
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CS118
18
Timothy S Stowe
2/28/20
DATE:
SCALE:
CHECKED BY:
SHEET 19 OF 37
TSS
1193.0
10
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(
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TSS
AS SHOWN
FEBRUARY 28, 2020
PROJECT NUMBER:
DRAWN BY:
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CROSSING NOTES:
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CS119
Timothy S Stowe
2/28/20
DATE:
SCALE:
CHECKED BY:TSS
1193.0
10
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TSS
AS SHOWN
FEBRUARY 28, 2020
PROJECT NUMBER:
DRAWN BY:
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6 RISER 60'' DIA.0.00 0.50 0.00 0.00 5.00 6.42 0.00 0.00 5 0.000
13 DI-4C (L=20')20.00 1.15 0.85 0.98 0.98 5.00 6.42 6.29 0.00 6.29 0.0100 0.0200 12.45 2.0 0.1606 0.0833 4.17 0.475 3.52 0.147 0.09 17.23 20 1.16 1.000 6.29 0.00 0.24 0.43 0.55 11.80
14 DI-4BB LEFT (L=6')6.00 0.08 0.81 0.07 0.07 5.00 6.42 0.43 0.00 0.43 0.0100 0.0200 2.00 2.0 1.0000 0.0833 4.17 1.000 3.52 0.147 0.17 3.83 6 1.56 1.000 0.43 0.00
15 DI-4B LEFT (L=16')16.00 0.72 0.85 0.61 0.61 5.00 6.42 3.94 0.00 3.94 0.0066 0.0204 11.01 2.0 0.1817 0.0833 4.09 0.529 3.51 0.146 0.10 11.85 16 1.35 1.000 3.94 0.00
16 DI-3B LEFT (L=12')12.00 0.44 0.85 0.37 0.37 5.00 6.42 2.39 0.00 2.39 0.0152 0.0200 7.15 2.0 0.2797 0.0833 4.17 0.743 3.52 0.147 0.13 10.46 12 1.15 1.000 2.39 0.00
17 DI-3BB LEFT (L=12')12.00 0.36 0.85 0.31 0.31 5.00 6.42 1.97 0.00 1.97 0.0200 0.0200 5.92 2.0 0.3378 0.0833 4.17 0.827 3.52 0.147 0.14 9.92 12 1.21 1.000 1.97 0.00
19 DI-TL 0.66 0.85 0.56 0.56 5.00 6.42 3.59 0.00 9 0.260
20 DI-3B LEFT (L=20')20.00 2.01 0.72 1.45 1.45 7.00 5.86 8.48 0.00 8.48 0.0100 0.0201 14.09 2.0 0.1419 0.0833 4.15 0.422 3.52 0.147 0.08 20.63 20 0.97 0.998 8.47 0.02
21 DI-3B LEFT (L=20')20.00 1.65 0.60 0.99 0.99 7.00 5.86 5.81 0.00 5.81 0.0087 0.0200 12.40 2.0 0.1613 0.0833 4.17 0.477 3.52 0.147 0.09 15.94 20 1.25 1.000 5.81 0.00
41 DI-3C (L=10')10.00 0.44 0.85 0.37 0.37 5.00 6.42 2.40 0.00 2.40 0.0100 0.0200 7.99 2.0 0.2503 0.0833 4.17 0.689 3.52 0.147 0.12 9.61 10 1.04 1.000 2.40 0.00 0.18 0.43 0.42 8.95
42 DI-7 3.85 0.69 2.66 2.66 7.00 5.86 15.57 0.00 5.5 6.182
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)
42 41 3.85 0.69 2.66 2.66 7.00 7.00 5.86 15.57 738.69 738.38 62.00 0.0050 30 29.11 6.03 0.17
41 40 0.44 0.85 0.37 3.03 5.00 7.17 5.81 17.61 738.13 738.00 25.91 0.0050 30 29.11 6.21 0.07
22 17 1.22 0.45 0.55 0.55 5.00 5.00 6.42 3.52 746.42 743.36 167.86 0.0182 15 8.72 6.73 0.42
21 20 1.65 0.60 0.99 0.99 7.00 7.00 5.86 5.80 746.54 745.79 115.71 0.0066 24 18.31 5.17 0.37
20 19 2.01 0.72 1.45 2.44 7.00 7.37 5.75 14.03 745.29 744.88 79.40 0.0050 30 29.11 5.88 0.23
19 17 0.66 0.85 0.56 3.00 5.00 7.60 5.69 17.05 744.63 742.37 400.00 0.0057 30 30.83 6.44 1.04
17 16 0.36 0.85 0.31 3.85 5.00 8.63 5.40 20.79 742.12 741.41 140.35 0.0050 30 29.11 6.45 0.36
16 15 0.44 0.85 0.37 4.22 5.00 9.00 5.29 22.36 741.16 740.94 44.33 0.0050 30 29.11 6.54 0.11
15 14 0.72 0.85 0.61 4.84 5.00 9.11 5.26 25.46 740.69 739.69 197.21 0.0050 36 47.33 6.82 0.48
14 13 0.08 0.81 0.07 4.90 5.00 9.59 5.13 25.14 739.44 739.04 80.78 0.0050 36 47.33 6.80 0.20
13 12 1.15 0.85 0.98 5.88 5.00 9.79 5.07 29.84 738.79 738.62 20.68 0.0081 36 59.88 8.47 0.04
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SHEET 20 OF 36
CS120
Timothy S Stowe
2/28/20
40
41
42
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6
"
W
2
8
0
.
4
7
'
N 38°32'07" E 181.61'
N 37°37'09" E 342.06'
S
6
5
°
2
1
'
4
4
"
E
2
3
.
1
0
'
N
2
4
°
0
7
'
1
4
"
E
2
3
.
8
4
'
S
5
3
°
2
4
'
2
9
"
E
9
2
.
7
4
'
to Str.# 21
DA=1.65 Ac.
C=0.60
Tc=7 min.
to Str.# 20
DA=2.01 Ac.
C=0.72
Tc=7 min.
to Str.# 42
DA=3.85 Ac.
C=0.69 (Fut. for pipe comps.)
C=0.35 (Proposed Condition for Inlet Comps)
Tc=7 min.
LOC
LOCLOCLOC
LOC
LOC LOC
LOC
LOC
LOC
LOC
LOC
to Str.# 41
DA=0.44 Ac.
C=0.85
Tc=5 min.
to Str.# 13
DA=1.15 Ac.
C=0.85
Tc=5 min.
to Str.# 14
DA=0.08 Ac.
C=0.81
Tc=5 min.
to Str.# 15
DA=0.72 Ac.
C=0.85
Tc=5 min.
to Str.# 16
DA=0.44 Ac.
C=0.85
Tc=5 min.
to Str.# 17
DA=0.36 Ac.
C=0.85
Tc=5 min.
to Str.# 22
DA=1.22 Ac.
C=0.45
Tc=5 min.
to Str.# 19
DA=0.66 Ac.
C=0.85
Tc=5 min.
DATE:
SCALE:
CHECKED BY:
SHEET 21 OF 36
TSS
1193.0
10
3
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(
5
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3
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1
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1
1
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TSS
AS SHOWN
FEBRUARY 28, 2020
PROJECT NUMBER:
DRAWN BY:
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CROSSING NOTES:
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
12 Starting Elevation 742.51 740.64
13 742.51 36 29.84 20.68 0.0020 0.04 8.47 0.28 0.25 0.36 0.89 1.16 0.58 0.62 743.13 746.60
14 25.14 6.80 170.95 0.72 0.25 52 0.36
14 743.13 36 25.14 80.78 0.0014 0.11 6.80 0.18 0.25 0.14 0.57 0.74 0.37 0.49 743.61 748.70
15 25.46 6.82 173.65 0.72 0.25 16 0.14
15 743.61 36 25.46 197.21 0.0015 0.29 6.82 0.18 0.23 0.37 0.79 1.02 0.51 0.80 744.41 747.16
16 22.36 6.54 146.27 0.66 0.23 69 0.37
16 744.41 30 22.36 44.33 0.0030 0.13 6.54 0.17 0.23 0.00 0.39 0.51 0.25 0.39 744.80 747.61
17 20.79 6.45 133.98 0.65 0.23 1 0.00
17 744.80 30 20.79 140.35 0.0026 0.36 6.45 0.16 0.25 0.43 0.84 1.09 0.54 0.90 745.70 750.12
19 17.05 6.44 109.81 0.64 0.23 0 0.00
22 3.52 6.73 23.67 0.70 0.25 70 0.43
19 745.70 30 17.05 400.00 0.0017 0.69 6.44 0.16 0.19 0.19 0.54 0.70 0.35 1.04 746.74 750.00
20 14.03 5.88 82.44 0.54 0.19 38 0.19
20 747.38 30 14.03 79.40 0.0012 0.09 5.88 0.13 0.15 0.18 0.46 0.60 0.30 0.39 747.78 750.14
21 5.80 5.17 30.02 0.42 0.15 42 0.18
21 747.79 24 5.80 115.71 0.0007 0.08 5.17 0.10 0.00 0.00 0.10 0.13 0.07 0.14 747.93 751.29
-
22 745.70 15 3.52 167.86 0.0030 0.50 6.73 0.18 0.00 0.00 0.18 0.23 0.11 0.61 746.31 747.67
-
40 Starting Elevation 742.51 740.64
41 742.51 30 17.61 25.91 0.0018 0.05 6.21 0.15 0.20 0.00 0.35 0.45 0.23 0.27 742.78 745.02
42 15.57 6.03 93.89 0.56 0.20 0 0.00
42 742.78 30 15.57 62.00 0.0014 0.09 6.03 0.14 0.00 0.00 0.14 0.18 0.09 0.18 742.96 743.50
-
FL
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CS121
TOP OF HEADWALL
Timothy S Stowe
2/28/20
DATE:
SCALE:
CHECKED BY:TSS
10
3
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(5
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6
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7
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7
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fa
x
(
5
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)
3
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1
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TSS
PROJECT NUMBER:
DRAWN BY:
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Pre-Development Cover Post-Development Cover
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 3.420 3.420
Managed Turf 0.000 0.000 0.000 2.320 2.320
Impervious Cover 0.000 0.000 0.000 2.980 2.980
Total 8.720
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 0.000 2.970 2.970
Impervious Cover 0.000 0.000 0.000 5.750 5.750
Total 8.720
Post Development Pre-DevelopmentLand Cover Summary Final Re-Devel.
New Impv.Listed Adjusted
Forest/Open Space Cover (acres)0.000 0.000 3.420 0.650
Weighted Rv(forest)0.00 0.000 0.050 0.000
% Forest 0.0% 0.0%39.2% 10.9%
Managed Turf Cover (acres)2.970 2.970 2.320 2.320
Weighted Rv(turf)0.25 0.250 0.250 0.250
% Managed Turf 34.1% 49.9%26.6% 39.0%
Impervious Cover (acres)5.750 2.980 2.770 2.980 2.980
Rv(impervious)0.95 0.95 0.95 0.950 0.950
% Impervious 65.9% 50.1%34.2% 50.1%
Total Site Area (acres)8.720 5.950 8.720 5.950
Site Rv 0.71 0.60 0.41 0.57
Treatment Volume (acre-ft)0.5171 0.2978 0.2193 0.2985 0.2843
Development Treatment Volume (cubic feet)22,524 12,972 9552 13,003 12,382
Development Load (TP) (lb/yr)14.15 8.15 6.00 8.17 7.78
Maximum % Reduction Req'd. Below Pre-Development Load 20.00%
Allowable Load (TP) (lb/yr)1.93 4.87
Total Load (TP) Reduction Required (lb/yr)6.79
Nitrogen Load (TN) (lb/yr)101.24 58.44
Pre-Development Load
Site Results
Total Site Area (Ac)8.720
Total Treated Area (Ac)8.020
% Treated 92%
Phosphorous
Total Treatment Volume (cf)22,524
Total Phosphorous Load Reduction Required (lb/yr)6.79
Runoff Reduction (cf)0
Phosphorous Load Reduction Achieved (lb/yr)6.80
Adjusted Post Development Phosphorous Load (TP)
(lb/yr)7.35
Remaining Phosphorous Load Reduction (lb/yr) needed Complied 0.01 LB/YR Exceeded required
Nitrogen (for information purposes)
Total Treatment Volume (cf)22,524
Runoff Reduction (cf)0
Nitrogen Load Reduction Achieved (lb/yr)19.47
Adjusted Post Development Nitrogen Load (TP) (lb/yr)81.77
Drainage Area "A"Soils Total
A B C D Area Weighted RVs % Cover
Forest/Open Space Area (Ac.)0.000 0.000 0.000 0.000 0.000 0.00 0.00%
CN 30 55 70 77
Managed Turf Area (Ac.)0.000 0.000 0.000 2.350 2.350 0.25 29.30%
CN 39 61 74 80
Impervious Cover Area (Ac.)0.000 0.000 0.000 5.670 5.670 0.95 70.70%
CN 98 98 98 98 DA RV
8.020 "A" Total Drainage Area (Ac)Weighted CN 93 8.020 0.74 100%
S 0.78
0 Runoff Reduction (cf)1 Yr 2 Yr 10 Yr
21,686 Remaining Runoff Volume (cf)RV D e v e l o p e d (in) with no Runoff Reduction 1.7554 2.2283 3.1916
6.80 Phosphorus Removed (lb)RV D e v e l o p e d (in) with Runoff Reduction 1.7554 2.2283 3.1916
19.47 Nitrogen Removed (lb)Adjusted CN 92 92 92
8.020 Total Area Treated (Ac)
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)
Wet Pond 13.a. Wet Pond #1 (Spec #14)impervious acres 5.670 0%0 0 19,553 50% 0.00 12.27 6.14 6.14 20% 0.00 87.79 17.56 70.23
turf acres 2.350 0%0 0 2,133 50% 0.00 1.34 0.67 0.67 20% 0.00 9.57 1.91 7.66
SHEET OF 36
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1193.0
1" = 40'
February 28, 2020
ST
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22
CS122
Timothy S Stowe
2/28/20
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(
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S
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2
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2
9
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E
9
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.
7
4
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5
6
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1
6
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1
4
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E
7
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8
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S
5
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1
6
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1
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2
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9
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1
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S
5
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4
6
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5
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1
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4
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0
8
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3
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3
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3
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3
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5
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2
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6
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4
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2
2
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E
3
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7
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5
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4
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5
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3
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S
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5
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6
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5
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5
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3
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7
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6
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0
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4
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4
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W
N
1
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5
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9
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6
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3
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2
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1
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2
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N 38°32'07" E 181.61'
N 37°37'09" E 342.06'
S
6
5
°
2
1
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4
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2
3
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1
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0
7
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8
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to Str.# 21DA=1.65 Ac.
C=0.60Tc=7 min.
to Str.# 20DA=2.01 Ac.C=0.72
Tc=7 min.
to Str.# 42DA=3.85 Ac.
C=0.69 (Fut. for pipe comps.)C=0.35 (Proposed Condition for Inlet Comps)Tc=7 min.
to Str.# 41DA=0.44 Ac.
C=0.85Tc=5 min.
to Str.# 13
DA=1.15 Ac.C=0.85Tc=5 min.
to Str.# 14DA=0.08 Ac.
C=0.81Tc=5 min.
to Str.# 15DA=0.72 Ac.
C=0.85Tc=5 min.
to Str.# 16
DA=0.44 Ac.C=0.85Tc=5 min.
to Str.# 17
DA=0.36 Ac.C=0.85Tc=5 min.
to Str.# 22DA=1.22 Ac.
C=0.45Tc=5 min.
to Str.# 19DA=0.66 Ac.
C=0.85Tc=5 min.
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1
to Str.# 21DA=1.65 Ac.
C=0.60Tc=7 min.
to Str.# 20
DA=2.01 Ac.C=0.72Tc=7 min.
to Str.# 42DA=3.85 Ac.
C=0.69 (Fut. for pipe comps.)
C=0.35 (Proposed Condition for Inlet Comps)Tc=7 min.
to Str.# 41DA=0.44 Ac.C=0.85
Tc=5 min.
to Str.# 13DA=1.15 Ac.
C=0.85Tc=5 min.
to Str.# 14DA=0.08 Ac.
C=0.81Tc=5 min.
to Str.# 15DA=0.72 Ac.C=0.85
Tc=5 min.
to Str.# 16DA=0.44 Ac.
C=0.85Tc=5 min.
to Str.# 17DA=0.36 Ac.
C=0.85Tc=5 min.
to Str.# 22DA=1.22 Ac.
C=0.45Tc=5 min.
to Str.# 19DA=0.66 Ac.C=0.85
Tc=5 min.
Impervious Areas
Forrest Areas
Limits of Quality Analysis
DATE:
SCALE:
CHECKED BY:TSS
10
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TSS
PROJECT NUMBER:
DRAWN BY:
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Overall drainage to ex.culvert under Shawnee Drive Post-Development Cover
Offsite area assumes existing conditions prior to
development of gas station and associated retail strip center.1"=200'
1"=100'
STORM WATER NARRATIVE:
DRAINAGE AREA
LIMITS OF STUDY
OVERALL RUNOFF ANALYSIS (QUANTITY)
QUALITY ANALYSIS
F-B
Forrest for Site Only
Pre-B
On Site
Pre-B1
Offsite
Pst-B
Post for Allowable
Comps
Pst-B1
Offsite
Pst-B2 Pst-B3
Undetained & Additional
Shawnee Dr.
B
Pre-Ex
Ex.Culvert
Pst-Ex
Ex.Culvert
Comp
Allowable Discharge
SHEET OF 37
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February 18, 2020
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23
CS123
Timothy S Stowe
2/28/20
AREA-B1DA=9.23 Ac.(Total Offsite to Ex.Culvert)CN=89Tc=24.7 Min.
AREA-BDA=15.36 Ac.CN=84Tc=15.6 Min.
Valley
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CurrentlyGas/RetailArea
40
41
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5
6
7
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13
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15161719
22
20
21
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LOCLOCLOC
LOC
LOC LOC
LOC
LOC
LOC
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LOC AREA-B2(to Pond)DA=13.75 Ac.CN=93Tc=15.6 Min.
AREA-B3(Un-detained toculvert plusportion ofShawnee Dr.redirected to Ex.Culvert)DA=2.35 Ac.CN=84Tc=10.4 Min.
POND
This area is considered as future developmentnot part of this plan but assumed to beimpervious for quantity computations
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EX.CULVERTINV.OUT=733.57
BFE=736
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N 38°32'07" E 181.61'
N 37°37'09" E 342.06'
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DATE:
SCALE:
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10
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PROJECT NUMBER:
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1"=30'
Storm Events
Event Inches
1 2.40
2 2.89
10 4.22
100 6.65
CHANNEL PROTECTION COMPUTATIONS
Site Area 15.36 Acres
Improvement Factor 0.8 UsedI.F.0.8 site >1 Acres0.9 site <=1 AcreUnitDescriptionQ-Pre-Developed 16.63 cfs The peak flow rate of runoff from the site in the pre-development conditionRV-Pre-Developed 1.116 Ac.Ft.
The volume of runoff from the site in the pre-development conditionQ-Developed 30.92 cfs The allowable peak flow rate of runoff from the developed siteRV-Developed 2.049 Ac.Ft.
The volume of runoff from the site in the developed conditionQ-Forest 14.42 cfs
The peak flow rate of runoff from the site in a forested conditionRV-Forest 0.987 Ac.Ft.The volume of runoff from the site in a forested condition
Q Allowable Developed 7.25 cfs=IF*(Qpre*Rv-Pre)/Rv-Dev
Q Allowable Forest 6.95 cfs=(Qforest * RV-Forest)/RV-Dev
Q Allowable 7.25 cfs Q Post 6.37 cfs
Wet Pond Computation
Structure:Level 1
Rv 0.74 From RRM Computation
Area 8.720 Acres
379,843 SF
Total Treatment Volume Required
Tv=(1)(Rv*A)/12 Total 23,424 CF
Forebay (Min 15% of Total)3,514 CF
Provided 5,202
Wet Volume 19,910 CF
Provided 28,256
Forebay
Depth 4 Ft.
Min. Surface Area Req'd.879 Sq.Ft.
Provided Surface Area 2,338 Sq.Ft.
Permanent Pool
Depth 4 Ft.
Min. Surface Area 4,978 Sq.Ft.
Provided Surface Area 10,047 Sq.Ft.
Water Balance Test
DP>ET+INF+RES-MB
DP=Average design depth of the permanent pool (Inches)
ET=Summer evapo-transpiration rate (inches)(assume 8 inches)
INF=Monthly infiltration loss (assume 7.2@0.01 inch/hour)
RES=Reservoir of water for a factor of safety (assume 24 inches)
MB=Measured baseflow rate to the pond, if any (covert to inches)
MB=>Pond Inches = flow in ft^3/s*2.592E6*(12"/ft)*SA of pond (ft^2)
DP 48 Inches
OK
Total 39.2 Inches
ET 8 Inches
INF 7.2 Inches
RES 24 InchesMB0 Inches
FLOW 0 CFS
WET POND COMPUTATIONS Events for Pond B:
Event Inflow
(cfs)
Outflow
(cfs)
Primary
(cfs)
Secondary
(cfs)
Elevation
(feet)
Storage
(cubic-feet)
1-Year 28.93 4.12 4.12 0.00 740.46 37,597
2-Year 36.46 4.58 4.58 0.00 741.04 48,978
10-Year 56.84 5.61 5.61 0.00 742.51 81,537
100-Year 93.55 48.46 48.46 0.00 743.45 105,236
SUMMARY FOR POND
SHEET OF 37
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February 18, 2020
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24
CS124
Timothy S Stowe
2/28/20
40
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DATE:
SCALE:
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1193.0
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February 18, 2020
ST
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25
CS125
Timothy S Stowe
2/28/20
DATE:
SCALE:
CHECKED BY:TSS
10
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1193.0
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February 18, 2020
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26
CS126
Timothy S Stowe
2/28/20
DATE:
SCALE:
CHECKED BY:TSS
10
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February 18, 2020
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27
CS127
Timothy S Stowe
2/28/20
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FLEET MAINTENANCE FACILITY SITE PLAN
TREX COMPANY
LOT 63 A 95, 96A, 107, 109
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
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1
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103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
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Erosion and Sediment Control NarrativeProject DescriptionThis project consists of the construction of constructing a paved area for the proposed fleet maintenance facility. 8.5 acres of land will bedisturbed with the construction of this project.Date of ConstructionConstruction is planned to begin the 2nd quarter of 2020 and end in the 4th quarter of 2020.Existing Site ConditionsThe site is west of and adjacent to the CSX railroad, and south of Shawnee Drive. A small portion of the site is being used to maintain trucks. Theremainder of the site is undeveloped.Adjacent PropertyThe project is located in an industrial area where the Trex campus bounds the site to the east, and Frye Mobile Homes sales to the south. To thenorth on the opposite side of Shawnee Drive are five homes. To the west is one home, multiple businesses, andd the Kernstown MethodistChurch.Offsite AreasThere are no planned off-site borrow or disposal areas associated with this project.SoilsFor the project area, generalized soils data contained on the USDA Natural Resource Conservation Service's Web Soil Survey shows the projectarea 100% Carbo silt loam with 2 to 7 percent slopes.GeologyNo rock outcrops or karst features were observed.Critical Erosion AreasAreas where concentrated stormwater is discharging, will be critical.Erosion and Sediment Control MeasuresUnless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according tominimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. The minimum standards of the handbook shall beadhered to unless otherwise waived or approved by a variance.CONSTRUCTION NARRATIVEThe work shall generally be carried out in the following sequence:PHASE 11. Hold pre-construction meeting on-site with the inspector. The Frederick County inspector shall have 48 hours notice to schedule an on-sitepre-construction inspection following the issuance of a land disturbance permit. The certified responsible land disturber must attend thepre-construction meeting2. Install the construction entrance. Temporary Construction Entrances (3.02) installed at the entrances to the site to minimize mud carried ontothe 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 beinstalled down-slope of work areas and around the on-site stockpile area to filter sediment-laden runoff from sheet flow as indicated on theplans.4. Construct and/or place sediment trapping and sediment control devices. The temporary sediment traps (3.13) shall be constructed first andshall retain the runoff from the site to allow sediment to settle out before runoff leaves the site. PHASE 21. Clear and grub the remainder of the site. Topsoil that is to be used in the final grading of grassed areas shall be stripped and stockpiled on sitefor later use. The excess topsoil shall be removed and disposed of by the contractor. All stockpiles shall be stabilized with seeding andsurrounded with silt fence.2. Rough grade the site.3. Storm drain structures and pipe shall be installed. Inlet protection (3.07) and culvert inlet protection (3.08) shall be installed as shown on theplans around inlets to filter sediment-laden runoff. Outlet protection will be placed to minimize erosion at the pipe outlets. The area shall bestabilized 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 PracticesTemporary seeding (3.31) soil stabilization shall be applied to denuded areas within seven days after the final grading is complete on any portionof the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormantfor 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 oneyear.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) fortemporary 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 requirementsshall be reseeded.Management PracticesConstruction 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 followinginstallation.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 ofthese 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 contractorphasing or other unforeseen conditions. It is the contractor's responsibility to provide measures in addition to those shown in order to controlerosion 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 StabilizationAll areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done withKentucky 31 Tall Fescue according to Std. & Spec. 3.32, PERMANENT SEEDING, of the handbook. Mulch (straw or fiber) will be installed over fillslopes 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 togerminate properly will be used on relatively flat areas. In all seeding operations, seed, fertilizer, and lime will be applied before mulching.STORMWATER MANAGEMENTThis project increases the impervious area of the site are requires detention of stormwater runoff and treatment of stormwater quality. Both areaccounted for in the project design.MAINTENANCEIn 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 bysediment, 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 sedimentclean-out point. The temporary sediment trap and temporary sediment basin shall remain in place until all on-site contributing areas arestabilized.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 SCHEDULE1. 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 rateof 200 gallons per acre.DUST CONTROL1. 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 tocontrol dust.
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LOT 63 A 95, 96A, 107, 109
SHAWNEE MAGISTERIAL DISTRICT
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FLEET MAINTENANCE FACILITY SITE PLAN
TREX COMPANY
LOT 63 A 95, 96A, 107, 109
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
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103 Heath Court
Winchester, VA 22602
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FLEET MAINTENANCE FACILITY SITE PLAN
TREX COMPANY
LOT 63 A 95, 96A, 107, 109
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
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103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
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3
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FLEET MAINTENANCE FACILITY SITE PLAN
TREX COMPANY
LOT 63 A 95, 96A, 107, 109
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
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S
1
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9
3
.
0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
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3
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ONE STORY BLOCK GARAGE F.F.E. (754.19)ONE STORY FRAME BLDG.F.F.E. (759.89)ONE STORY BRICK BUILDING
E
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U.S. ROUTE 11 - VALLEY PIKE (VARIABLE WIDTH R/W)DB 149 PG 427F
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1
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3
7
FLEET MAINTENANCE FACILITY SITE PLAN
TREX COMPANY
LOT 63 A 95, 96A, 107, 109
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
T
S
S
1
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9
3
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0
103 Heath Court
Winchester, VA 22602
(540) 686-7373
fax (540) 301-1100T
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ONE STORY BLOCK GARAGE F.F.E. (754.19)ONE STORY FRAME BLDG.F.F.E. (759.89)ONE STORY BRICK BUILDING
E
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U.S. ROUTE 11 - VALLEY PIKE (VARIABLE WIDTH R/W)DB 149 PG 427
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E
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L
1
CS
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I
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R
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/
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6
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6
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4
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3
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4
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S 65°21'44" E 23.10'N 24°07'14" E 23.84'
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SHAWNEE MAGISTERIAL DISTRICT
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