HomeMy WebLinkAbout45-17 Site PlanRHINO LININGS FACILITY SITE PLAN (SP # 45-17)
FREDERICK COUNTY, VIRGINIA
LOCATION MAP:
PROJECT INFORMATION:SHEET INDEX:
PROJECT NOTES:
SCALE: 1" = 1000'
PROJECT LOCATION
SHEET DESCRIPTION SHEET NUMBER
COVER SHEET.......................................................................................
GENERAL NOTES..................................................................................
EXISTING CONDITIONS.........................................................................
INITIAL E&SC PLAN................................................................................
SITE PLAN...............................................................................................
GRADING AND FINAL E&SC PLAN........................................................
LANDSCAPE PLAN.................................................................................
LIGHTING PLAN......................................................................................
UTILITY PROFILES AND DETAILS........................................................
E&SC NOTES AND DETAILS.................................................................
CONSTRUCTION DETAILS....................................................................
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
C-11
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CURRENT OWNER:
REFERENCE:
USE DESCRIPTION:
ACREAGE:
ZONING:
PHYSICAL ADDRESS:
FLOODPLAIN:
DISTURBED AREA:
DAGGETT ENTERPRISES, LLC
INST #2475
TM 64-A-39C
SHAWNEE MAGISTERIAL DISTRICT
REZ #12-98, SP #11-00
AUTOMOTIVE SERVICE
1.92 AC.
M1
TBD AT BUILDING PERMIT
OUTSIDE 100 YEAR FLOODPLAIN BASED ON FIRM MAP PANEL
0.89 ACRES
PROJECT CONTACTS:
OWNER:
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
CONTRACTOR:
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
ARCHITECT:
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
ENGINEER (CIVIL):
ADDRESS-
PHONE NUMBER-
FAX NUMBER-
E-MAIL-
CONTACT-
DAGGETT ENTERPRISES, LLC
160 WINDY HILL LANE
WINCHESTER, VA 22602
(540) 533-0609
DAVID DAGGETT
TBD
DICE ENGINEERING, PLC
101 SHELBY CT.
WINCHESTER, VA 22602
540.974.5157
540.723.4868
DDUNLAP@DICE-ENG.COM
DENNIE DUNLAP
RESPONSIBLE LAND DISTURBER
NAME: DAVID HEATH
CERTIFICATION #: RLD05500
EXP. DATE: 11/21/2019
CONTACT: (571) 438-4748
THE RESPONSIBLE LAND DISTURBER IS THE PARTY
RESPONSIBLE FOR CARRYING OUT THE LAND
DISTURBING ACTIVITY AS SET FORTH IN THE PLANS.
ELECTRIC COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
WATER PROVIDER:
ADDRESS-
PHONE NUMBER-
CONTACT-
SEWER PROVIDER:
ADDRESS-
PHONE NUMBER-
CONTACT-
GAS COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
PHONE COMPANY:
ADDRESS-
PHONE NUMBER-
CONTACT-
SHENANDOAH VALLEY ELECTRIC CO-OP
3463 VALLEY PIKE
WINCHESTER, VA 22602
(540) 450-0111
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VA 22655
(540) 868-1061
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VA 22655
(540)868-1061
N/A
VERIZON
404 HILLANDALE LANE
WINCHESTER, VA 22602
(540) 665-3153
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FREDERICK COUNTY
SP # 45-17
09-20-2018
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FREDERICK COUNTY
SP # 45-17
09-20-2018
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C-03
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FREDERICK COUNTY
SP # 45-17
09-20-2018
TM 64-A-39C
DAGGETT ENTERPRISES, LLC
INST. #2475
1.40 ACRES
(1.92 ACRES W/ CONVEYANCE)
ZONING: M1
USE: VACANT
9C
PROPERTY CONVEYANCE FROM
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
TO DAGGETT ENTERPRISES, LLC
(0.52 ACRES)
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( IN FEET )
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FREDERICK COUNTY
SP # 45-17
09-20-2018
9C
DRAINAGE AREA TO SEDIMENT TRAP
AREA = 0.98 AC.
NOTE:
1.TOTAL DISTURBED AREA = 0.89 ACRES.
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
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C-05
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FREDERICK COUNTY
SP # 45-17
09-20-2018
25' BRL
5' PARKING SETBACK
25
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25' BRL
2
5
'
B
R
L
75
'
B
R
L
20'24'20'
10'
8'
4 6
4
R25'
R25'
E.
P
.
84'
60'
30'
50'
CONC. S/W
(FLUSH)
8'
CONC. WHEEL STOP
(TYP. OF 14)
STANDARD DUTY
ASPHALT PAVEMENT
PROPOSED AUTOMOBILE
SERVICE FACILITY
(5520 SQ. FT.)
(HT. = 16'-4")
(2) OVERHEAD 12'
GARAGE DOORS
OFFICE (150 SQ. FT.)
FREESTANDING
ENTRANCE SIGN
(SEE NOTE #22,
SHEET C-01)
2' GRAVEL DIAPHRAGM
2' GRAVEL
DIAPHRAGM
1" CTS POLYETHYLENE
TUBING (PET) 200 PSI
E-ONE DH071-74 PUMP
STATION (PRIVATE)
2" CTS POLYETHYLENE
TUBING (PET) 200 PSI
(PRIVATE FROM P.S. TO
BALL VALVE)
SADDLE W/ 2" CORP. STOP AT
CONNECTION TO EX. FORCE MAIN
(TAP THRU BALL VALVE BY F.W.)
NOTE:
1.ALL WORK SHALL BE PERFORMED PER THE FREDERICK WATER
INSPECTOR'S REQUIREMENTS.
2.CONNECTIONS TO EXISTING WATER AND SANITARY SEWER LINES,
TIMING OF WORK, NOTIFICATIONS, TEMPORARY SERVICE SHUT-DOWN,
ETC. SHALL BE COORDINATED BY CONTRACTOR WITH ALL PARTIES
CONCERNED OR AFFECTED.
3.A GRAVEL DIAPHRAGM IS USED ON THE DOWNGRADIENT EDGES OF
PAVEMENT AS A LOW-IMPACT DEVELOPMENT PRACTICE IN LIEU OF
CONCRETE AND GUTTER IN CONFORMANCE WITH FREDERICK COUNTY
ZONING ORDINANCE SECTION 165-202.01-D-3-C.
2' GRAVEL DIAPHRAGM
R10'
R10'
12' x 20' CONC. PAD
FOR TRASH DUMPSTER
W/ 6' OPAQUE SCREEN
HEAVY DUTY
ASPHALT
PAVEMENT
40LF - 4" PVC
SDR 21 CASING
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RETAIL (828 SQ. FT.)
35LF - 3" PVC
SDR 21 CASING
5/8" x 3/4" W.M.
(BY F.W.)
SADDLE W/ CORP.
STOP (BY F.W.)
105LF - 4" PVC
SDR 21 CASING
WITHIN VDOT R/W
(JACK & BORE
UNDER RTE. 645)2
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20' PRIVATE UTILITY
EASEMENT
49.8LF - 3" PVC
SDR 21 CASING
(WITHIN VDOT R/W)
2" BALL VALVE
3
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
20
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JOB NO.: 16-18
C-06
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6
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FREDERICK COUNTY
SP # 45-17
09-20-2018
F.F. = 712.00
712.32
712.42
710.56
710.96
711.06
711.34
711.84712.00
711.54
711.57
710.56
710.86
710.96
710.56
710.96
711.36
711.86
711.44
711.44711.84
711.84
710.76
712.22
712.20
711.70
711.50
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A
L
T
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R
N
A
T
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U
T
I
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I
T
Y
C
O
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N
E
C
T
I
O
N
S
09
-
0
7
-
2
0
1
8
DD
D
3
RE
V
I
S
I
O
N
S
P
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R
F
R
E
D
E
R
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K
W
A
T
E
R
C
O
M
M
E
N
T
S
09
-
2
0
-
2
0
1
8
DD
D
709
710
710
710
709
709
708
71
1
7
1
2
71
1
712
706
711
X
X
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM
FM
FM
FM
709
710
710
710
709
709
708
71
1
7
1
2
71
1
712
706
711
X
X
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM FM
FM
FM
FM
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
20
CA
D
D
F
I
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E
:
DA
T
E
:
RE
V
.
#
SC
A
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:
DA
T
E
SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
LA
N
D
S
C
A
P
E
P
L
A
N
JOB NO.: 16-18
C-07
C-
0
7
.
D
W
G
DD
D
1"
=
2
0
'
DD
D
RH
I
N
O
L
I
N
I
N
G
S
F
A
C
I
L
I
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Y
FR
E
D
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Y
,
V
A
DE
S
C
R
I
P
T
I
O
N
12
-
1
9
-
2
0
1
7
FREDERICK COUNTY
SP # 45-17
09-20-2018
PROPOSED AUTOMOBILE
SERVICE FACILITY
LANDSCAPING NOTES:
1.OWNER OF PROPERTY SHALL MAINTAIN REQUIRED
LANDSCAPING IN GOOD CONDITION.
2.SPECIFIED PLANT SPECIES MAY BE SUBJECT TO SUBSTITUTION
WITH THE REQUIREMENT THAT NEWLY SELECTED SPECIES
PROVIDE THE SAME VISUAL EFFECT.
3.PRIOR TO PLANT SPECIES SUBSTITUTION WRITTEN APPROVAL
MUST BE GRANTED BY THE FREDERICK COUNTY PLANNING
DEPARTMENT.
4.ALL PLANTING SHALL CONFORM WITH 165-203.01B OF THE
FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION,
PLANTING PROCEDURE, AND MAINTENANCE).
5.NO TREES OR SHRUBS SHALL BE PLACED WITHIN ANY
FREDERICK WATER EASEMENT.
CHINESE HOLLY
KOUSA DOGWOOD
LEGEND:
PERIMETER LANDSCAPING:
REQUIRED:
x 1 TREE FOR EVERY 2,000 SQ. FT. OF IMPERVIOUS AREA
FOR FIRST 100,000 SQ. FT. OF ENTIRE SITE. + 1 TREE FOR
EVERY 5,000 SQ. FT. IN EXCESS OF FIRST 100,000 SQ. FT.
OF ENTIRE SITE.
x TOTAL IMPERVIOUS AREA = 8,264 SQ. FT.
x (8,264 / 2,000) = 4 TREES
PROVIDED:
x 4 TREES AROUND PERIMETER OF PARKING AREAS
PARKING LOT SCREEN:
REQUIRED:
x A 3 FT. HIGH SCREEN TO PREVENT HEADLIGHTS FROM
SHINING ONTO ADJOINING PROPERTY OR RIGHT OF WAY
x MAXIMUM 4 FT. SPACING OF SHRUBS
PROVIDED:
x 26 SHRUBS PLANTED AT HEIGHT OF 3 FT. AND SPACED AT 4
FT. ON CENTER
INTERIOR LANDSCAPING:
REQUIRED:
x MINIMUM OF 5% OF INTERIOR PARKING LOTS
SHALL BE LANDSCAPED WITH SHADE TREES.
x TOTAL INTERIOR PARKING AREA = 7,711 SQ. FT.
x (0.05) * 7,711 = 386 SQ. FT.
x 1 SHADE TREE FOR EVERY 10 PARKING SPACES
x 14 SPACES / 10 = 2 REQUIRED TREES
PROVIDED:
x 400 SQ. FT. OF INTERIOR LANDSCAPING
x 2 INTERIOR SHADE TREES
QUANT.
PLANT SCHEDULE
COMMON NAMEBOTANICAL NAME REMARKS
Kousa DogwoodCornus kousa 2" Caliper6
Chinese HollyIlex cornuta 36" Minimum Height26
TYPE
Interior & Perimeter Tree
Parking Screen Shrub
1
RE
V
I
S
I
O
N
S
P
E
R
F
R
E
D
E
R
I
C
K
C
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N
T
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A
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N
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C
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M
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N
T
S
03
-
2
6
-
2
0
1
8
DD
D
2
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09
-
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7
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2
0
1
8
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3
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09
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0
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9
4
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5
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6
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3
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5
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9
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2
0
.
2
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3
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.
6
1
.
0
3
.
1
3
.
9
2
.
3
0
.
1
0
.
1
0
.
3
0
.
7
1
.
7
3
.
3
4
.
2
0
.
1
0
.
2
0
.
5
1
.
2
2
.
7
3
.
8
0
.
3
0
.
6
1
.
2
2
.
1
0
.
3
0
.
7
1
.
1
0
.
4
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
20
CA
D
D
F
I
L
E
:
DA
T
E
:
RE
V
.
#
SC
A
L
E
:
DA
T
E
SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
LI
G
H
T
I
N
G
P
L
A
N
JOB NO.: 16-18
C-08
C-
0
8
.
D
W
G
DD
D
1"
=
2
0
'
DD
D
RH
I
N
O
L
I
N
I
N
G
S
F
A
C
I
L
I
T
Y
FR
E
D
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R
I
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K
C
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T
Y
,
V
A
DE
S
C
R
I
P
T
I
O
N
12
-
1
9
-
2
0
1
7
FREDERICK COUNTY
SP # 45-17
09-20-2018
PROPOSED AUTOMOBILE
SERVICE FACILITY
NOTES:
1.LIGHTING PLAN AND PHOTOMETRIC INFORMATION PROVIDED
BY CAPITAL TRISTATE.
2.ALL LIGHTING MUST BE DOWNCAST AND FULL CUTOFF AND
SHALL CONFORM WITH SECTION 165-201.07 OF THE FREDERICK
COUNTY ZONING ORDINANCE.
SLIM12
SLIM37
SLIM37
SLIM37
WPLED26
WPLED26
WPLED26
Luminaire Schedule
Symbol Qty Label BUG Rating Tag Total Watts
1 SLIM12 B1-U0-G0 8' MTG HGT 15.8
3 SLIM37 B1-U1-G1 13' MTG HGT 105.9
3 WPLED26 B1-U0-G0 9.5' MTG HGT 88.8
Calculation Summary
Label CalcType Units Avg Max Min
CalcPts_2 Illuminance Fc 2.37 15.8 0.1
1
RE
V
I
S
I
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03
-
2
6
-
2
0
1
8
DD
D
2
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09
-
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7
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2
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1
8
DD
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3
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09
-
2
0
-
2
0
1
8
DD
D
71
1
71
2
71
1
712
FM
FM
FM
FM
FM
FM
FM FM FM
FM
71
1
71
2
71
1
712
FM
FM
FM
FM
FM
FM
FM
FM FM FM
FM
ST
A
.
1
0
+
0
0
.
0
0
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D
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.
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1
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+
1
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0
0
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H
0
7
1
P
.
S
.
(
P
R
I
V
A
T
E
)
TO
P
=
7
1
1
.
5
0
BO
T
T
O
M
=
7
0
5
.
4
2
IN
V
.
I
N
=
7
0
8
.
2
5
(
4
"
)
IN
V
.
O
U
T
=
7
0
8
.
8
3
(
2
"
)
PROPOSED
GRADE
ST
A
.
1
3
+
1
1
.
7
9
SA
D
D
L
E
W
/
2
"
C
O
R
P
.
S
T
O
P
18" MIN.
ST
A
.
1
2
+
0
1
.
4
6
EX
.
W
/
L
X
-
I
N
G
48" MIN.
2" CTS POLYETHYLENE
TUBING (PET) 200 PSI
SAN. SEW. FORCE MAIN
4" PVC SDR 35/26 SAN.
SEW. @ 2.00% (MIN.)
ST
A
.
1
0
+
6
9
.
3
8
4"
P
V
C
S
D
R
-
2
1
C
A
S
I
N
G
ST
A
.
1
1
+
0
9
.
3
8
4"
P
V
C
S
D
R
-
2
1
C
A
S
I
N
G
ST
A
.
1
2
+
5
4
.
0
0
4"
P
V
C
S
D
R
-
2
1
C
A
S
I
N
G
ST
A
.
1
1
+
4
9
.
0
0
4"
P
V
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S
D
R
-
2
1
C
A
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I
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G
ST
A
.
1
0
+
0
0
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0
0
BL
D
G
.
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O
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C
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N
ST
A
.
1
0
+
5
7
.
5
8
3"
P
V
C
S
D
R
-
2
1
C
A
S
I
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G
ST
A
.
1
0
+
9
2
.
5
8
3"
P
V
C
S
D
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-
2
1
C
A
S
I
N
G
ST
A
.
1
1
+
8
2
.
9
3
5/
8
"
x
3
/
4
"
W
.
M
.
(
B
Y
F
.
W
.
)
ST
A
.
1
2
+
3
3
.
4
7
SA
D
D
L
E
W
/
2
"
C
O
R
P
.
S
T
O
P
(B
Y
F
.
W
.
)
48" MIN.PROPOSED
GRADE
1" CTS POLYETHYLENE
TUBING (PET) 200 PSI
ST
A
.
1
2
+
2
4
.
7
6
(
+
/
-
)
EX
.
G
A
S
X
-
I
N
G
18" MIN.
690
695
700
705
710
715
720
725
690
695
700
705
710
715
720
725
10+00 11+00 12+00 12+50
ST
A
.
1
1
+
8
3
.
9
3
3"
P
V
C
S
D
R
-
2
1
C
A
S
I
N
G
USE VERTICAL BENDS AS
NECESSARY FOR PIPE CASING
ST
A
.
1
2
+
5
8
.
4
6
EX
.
U
/
G
C
A
B
L
E
X
-
I
N
G
ST
A
.
1
1
+
8
2
.
1
0
EX
.
1
5
"
S
T
M
.
X
-
I
N
G
IN
V
.
=
7
0
9
.
3
7
18" MIN.
ST
A
.
1
1
+
9
3
.
7
0
(
+
/
-
)
EX
.
G
A
S
X
-
I
N
G
690
695
700
705
710
715
720
725
690
695
700
705
710
715
720
725
10+00 11+00 12+00 13+00 13+50
ST
A
.
1
3
+
0
1
.
7
9
2"
B
A
L
L
V
A
L
V
E
F.W.PRIVATE CA
D
D
F
I
L
E
:
DA
T
E
:
RE
V
.
#
SC
A
L
E
:
DA
T
E
SHEET NUMBER:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
BY
UT
I
L
I
T
Y
P
R
O
F
I
L
E
S
&
D
E
T
A
I
L
S
JOB NO.: 16-18
C-09
C-
0
9
.
D
W
G
DD
D
DD
D
RH
I
N
O
L
I
N
I
N
G
S
F
A
C
I
L
I
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Y
FR
E
D
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I
C
K
C
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U
N
T
Y
,
V
A
DE
S
C
R
I
P
T
I
O
N
12
-
1
9
-
2
0
1
7
FREDERICK COUNTY
SP # 45-17
09-20-2018
1"
=
5
0
'
(
H
)
1"
=
5
'
(
V
)
WATER SERVICE SANITARY SEWER SERVICE
1
RE
V
I
S
I
O
N
S
P
E
R
F
R
E
D
E
R
I
C
K
C
O
U
N
T
Y
A
G
E
N
C
Y
C
O
M
M
E
N
T
S
03
-
2
6
-
2
0
1
8
DD
D
10+00
11+00
12+00
STA. 12+33.47
10+00
11+00
12+00
13+00
STA. 13+11.79
2
RE
V
I
S
I
O
N
S
P
E
R
A
L
T
E
R
N
A
T
E
U
T
I
L
I
T
Y
C
O
N
N
E
C
T
I
O
N
S
09
-
0
7
-
2
0
1
8
DD
D
3
RE
V
I
S
I
O
N
S
P
E
R
F
R
E
D
E
R
I
C
K
W
A
T
E
R
C
O
M
M
E
N
T
S
09
-
2
0
-
2
0
1
8
DD
D
EROSION CONTROL NOTES:
DUST CONTROL MEASURES
SEEDING SPECIFICATIONS
TEMPORARY CONTROL MEASURES:
TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED
PRIOR TO ANY MAJOR SOIL DISTURBANCE IN ORDER TO PREVENT ACCELERATED
EROSION AND TRANSPORTATION OF SEDIMENT DURING SITE DISTURBANCE. SILT
FENCE WILL BE USED TO LIMIT SEDIMENTATION FROM SMALL UPHILL AREAS. ANY
DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 7 DAYS, AND NOT
SUBJECT TO CONSTRUCTION TRAFFIC WILL IMMEDIATELY RECEIVE TEMPORARY
SEEDING AND MULCH. IF THE SEASON PREVENTS ESTABLISHMENT OF TEMPORARY
COVER, THE DISTURBED AREAS WILL BE MULCHED WITH STRAW, OR EQUIVALENT
MATERIAL AT A RATE OF 2.0 TONS PER ACRE. ALL CRITICAL AREAS (I.E. STEEP SLOPES
AND ROADWAY EMBANKMENTS) WILL RECEIVE A TEMPORARY SEEDING IMMEDIATELY
FOLLOWING THE ESTABLISHMENT OF FINAL GRADE IN COMBINATION WITH STRAW OR
MULCH, OR A SUITABLE EQUIVALENT AT A RATE OF 2.0 TONS PER ACRE. THE DESIGN
OF THE PROJECT INTENDS TO DISTURB AS LITTLE OF THE SITE AS POSSIBLE.
SEED: FALL - RYE, TWO ¼ BUSHELS PER ACRE [SEPTEMBER 1 - NOVEMBER 15]
SPRING - OATS, TWO ¼ BUSHELS PER ACRE [MARCH 1 - MAY 15]
MULCH: 2.0 TONS PER ACRE
MULCH BINDER: EMULSIFIED ASPHALT SS-1 AT THE RATE OF 150 GALLONS PER ACRE
FERTILIZER: 3 TON DOLOMITIC LIMESTONE/ACRE; 600 LBS.; 10-10-10/ACRE
PERMANENT CONTROL MEASURES:
PERMANENT CONTROL MEASURES WILL BE INSTALLED IN THEIR PROPER SEQUENCE
THROUGHOUT THE CONSTRUCTION PERIOD. THESE MEASURES WILL PREVENT
EROSION ONCE CONSTRUCTION ACTIVITY IS COMPLETE. PERMANENT CONTROL
MEASURES FOR THIS PROJECT INCLUDE THE ESTABLISHMENT OF PERMANENT COVER
AND INSTALLATION OF RIP-RAP APRONS AT STORM PIPE OUTLETS. ALL AREAS SHALL
BE PERMANENTLY SEEDED AND MULCHED WITHIN ONE WEEK OF REACHING FINAL
GRADE, OTHERWISE TEMPORARY REQUIREMENTS SHALL BE MET. ADDITIONALLY, ALL
AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS IF THE AREA IS TO REMAIN
UNWORKED FOR A PERIOD OF 21 DAYS OR MORE. DURING THE FIRST GROWING
SEASON AFTER REACHING FINAL GRADE, A PERMANENT SEED MIXTURE WILL BE
ADDED. ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO SUPPORT
ADEQUATE VEGETATIVE GROUND COVER, SHALL BE REMOVED OR TREATED IN SUCH A
WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT
SUITABLE FOR VEGETATIVE GROUND COVER. IF THE REMOVAL OR TREATMENT OF THE
SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON-VEGETATIVE MEANS OF
PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED.
ALL ROADWAY SLOPES AND DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.
GROUND IS TO BE DISCED TO A DEPTH OF SIX (6) INCHES AND SEEDED AS SOON AS
POSSIBLE AFTER GROUND HAS BEEN DISTURBED. 10-20-10 FERTILIZER IS TO BE
APPLIED AT THE RATE OF 1000 LBS PER ACRE AND LIME AT THREE TONS PER ACRE
PRIOR TO DISCING. MULCHING IS TO BE 2.0 TONS OF STRAW WITH 100 GALLONS OF
TAR MIXED PER ACRE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH SOIL
CONSERVATION SERVICE STANDARDS.
PERMANENT SEEDING (MARCH 1 -SEPT. 1 ) WILL BE APPLIED AS FOLLOWS:
SEED: 150 LBS/ACRE
KENTUCKY 31 - 90%
RED TOP GRASS - 5%
WHITE CLOVER - 5%
FERTILIZER: 2 TONS DOLOMITIC LIMESTONE/ACRE; 1000 LBS/ACRE OF
10/20/10
MULCH: 2.0 TONS/ACRE OF STRAW
SIDE ELEVATION
PLAN VIEW
SECTION A-A
SECTION B-B
STONE CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DIKE
1.THE CONTRACTOR SHALL ARRANGE FOR A PRE-CONSTRUCTION
CONFERENCE WITH THE FREDERICK COUNTY EROSION AND
SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING
WORK.
2.ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO
BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF THE
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST
EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION.
3.THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE.
4.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED
CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL
BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED,
RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE
STAND OF GRASS.
5.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE
FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN
ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK (LATEST EDITION).
6.ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION.
INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY
REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
7.GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY
FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES.
8.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 (UNDISTURBED) FOR LONGER THAN 21 DAYS.
9.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL
BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
MEASURES.
10.VEGETATIVE STABILIZATION SHALL BE UNIFORM AND MATURE
ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION.
11.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.
12.STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN
STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY
AFTER INSTALLATION.
13.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 BACK FILLING TRENCHES SHALL BE PROPERLY
COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE
STABILIZATION.
E.RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH
THESE REGULATIONS.
F.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
14.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
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
PUBLIC ROAD SURFACE, THE ROAD 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.
15.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 LOCAL PROGRAM
ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL
AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY
MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION.
16.ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP
SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP
SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS
SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY
WITH THE FOLLOWING:
A.TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF
B.FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZER OR
EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL
PRIOR TO SEEDING.
C.LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE
OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING.
D.MULCH-CHOPPED STRAW AT RATE OF 2 TON PER ACRE AND TACKED
IN PLACE. HYDRO-MULCH AT RATE OF 30 BALES PER ACRE.
PAVEMENT &
SUBGRADE SECTION
CLEAN WASHED
GRAVEL
3" DROP
NON-WOVEN
GEOTEXTILE FABRIC
Q2 = 1.46 CFS
2-YR VEL. = 1.73 FT/S
Q10 = 1.99 CFS
10-YR. DEPTH = 0.60'
LINING = GRASS
Q2 = 1.46 CFS
2-YR VEL. = 3.55 FT/S
Q10 = 1.99 CFS
10-YR. DEPTH = 0.41'
LINING = GRASS
6'
ELEV.=702.00
ELEV.=703.70
ELEV.=704.95
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HANDICAPPED USE SYMBOL
HANDICAPPED PARKING STALL
HANDICAPPED USE SIGN
CONCRETE SIDEWALK DETAIL
WHEEL STOP DETAIL
PLAN VIEW
SECTION B-B
SECTION A-A
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DUMPSTER PAD DETAIL
09-20-2018
FREDERICK COUNTY
SP # 45-17
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