HomeMy WebLinkAbout07-19 Site PlanSITE
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SITE PLAN :#07-19
KERNSTOWN COMMONS
LOT 3 PAD SITE
FREDERICK COUNTY, VIRGINIA
CONTACT "MISS UTILITY" AT
1-800-552-7001
PRIOR TO COMMENCING WORK
1"=500'
UTILITY CONTACTS
TELEPHONE: VERIZON
540-665-3156
ELECTRIC:SVEC
800-255-3443
GAS:WASHINGTON GAS
540-869-1111
CABLE TV:COMCAST
540-667-0364
WATER:FREDERICK WATER
540-868-1061
SEWER:FREDERICK WATER
540-868-1061
OWNER
Nerangis Properties, LLC
177 Kernstown Commons Blvd.
Winchester, VA 22602
(540) 667-1322
VICINITY MAP
LEGEND
Gx
Wx
EXISTING FEATURES PROPOSED FEATURES
2' COUNTOUR
1' COUNTOUR
EXISTING SPOT
WATER METER
WATER LINE
SANITAERY MANHOLE
SANITAR PIPE
FENCE
GAS LINE
ELECTRIC LINE
OVERHEAD UTILITIES
POLE
TREE
TREE LINE
OHU
780'
X X X X
WATER LINE
WATER METER
FIRE HYDRANT
SANITARY LABEL
SANITARY MANHOLE
SANITARY PIPE
SANITARY LATERAL
STORM STRUCTURE LABEL
STORM PIPE
RIP RAP
FIRE LANE SIGN
FIRE LANE SIGN LABEL
STREET SIGN
STOP SIGN
LIGHTS
CG-6
CG-6R
CURB TRANSITION
PROP.ELECTRIC CONDUITS
PROP.GAS
PROP.COMMUNICATION CONDUITS
PROP.LIGHT POLE CONDUITS
PROP.IRRIGATION PIPE SLEEVE
FULL DEPTH PAVEMENT
TOP SURFACE PAVEMENT
DRIVEWAY
CONCRETE
LOT LINE
2' CONTOUR
1' CONTOUR
PROPOSED SPOT
S S
S
C0
W
NAME:
CERITFICATION#:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY
RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THESE PLANS.
RESPONSILBE LAND DISTURBER
PRE-CONSTRUCTION MEETING REQUIRED
PRIOR TO ANY DISTURBANCE
{\Fsimplex|c0;THE ENGINEER OF THIS PLAN MAY SERVE AS THE RESPONSIBLE LAND DISTURBER FOR REVIEW PURPOSES ONLY AND ASSUMES NO RESPONSIBLITY DURING ACTUAL LAND DISTURBANCE.}
CMP
DRAINAGE MH
FH
INV.
IRF
RCP
SANITARY MH
TELEPHONE MH
TRB
TVRB
WP
WV
CORRUGATED METAL PIPE
DRAINAGE MANHOLE
FIRE HYDRANT
INVERT
IRON ROD FOUND REINFORCED
CONCRETE PIPE
SANITARY MANHOLE
TELEPHONE MANHOLE
TELEPHONE RISER BOX
TELEVISION RISER BOX
WOOD POST
WATER VALVE
A
LOC
780'
834.7
49 %%
u
0
3
+
SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF ZONING ADMINISTRATOR APPROVAL
SIGNATURE
DATE
DEVELOPER
INDEX
1.COVER SHEET
2.STATUS
3.EXISTING CONDITIONS / DEMOLISHION
4.GRADING PLAN
5.DRAINAGE DIVIDES & STORM COMPS
6.E&S PHASE 1 & 2
7.EROSION & SEDIMENTATION DETAILS
8.LIGHTING
9.LANDSCAPING
10.FREDERICK WATER DETAILS
11.LIFE SAFETY PLAN Ex
Ep
Gp
TEST PIT REQUIRED PRIOR TO
CONSTRUCTION AND DESCREPENCIES
REPORTED TO ENGINEER
DUMPSTER PAD LOCATION
APPROVED BY: ZONING ADMINISTRATOR
Nerangis Properties, LLC
177 Kernstown Commons Blvd.
Winchester, VA 22602
(540) 667-1322
0 500 1000
LIMITS OF CONSTRUCTION
LPC
IPS
XXXXX
50
G
EASEMENT ST=STORM FW=FREDERICK WATER
WIDTH OF EASEMENT
Frederick Water Project Information
Water and Sanitary Sewer Usage
Water demand 480.0 gpd
Sanitary Sewer discharge 480.0 gpd
Calculation of demand/discharge
* Water demand
* residential:235 gpd per connection
* commercial:75 gpd per 1000 sf
* industrial:25 gal per person per day
@ 10 persons per acre
* Sewer discharge
sewer discharge equals water demand
Computations gpd
Residential (number of connections)0 0
Commercial (square foot)6,400 480.0
Industrial (acres)0 0
Total 480
4/
2
2
/
1
9
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{GENERAL NOTES
}
1.
INTERSTATE ROUTE 81
VARIABLE WIDTH R/W
PI
N
:
7
5
-
5
-
8
A
PIN: 75-5-1
PIN: 75-5-8 PIN: 75-5-7 PIN: 75-5-5
PIN: 75-5-4
PIN: 75-5-3
PIN: 75-5-6
PIN: 75-5-2
PI
N
:
7
5
-
5
-
9
11 Spaces
4
S
p
a
c
e
s
6
S
p
a
c
e
s
1
2
S
p
a
c
e
s
1
5
S
p
a
c
e
s
1
9
S
p
a
c
e
s
2
8
S
p
a
c
e
s
3
0
S
p
a
c
e
s
4
4
S
p
a
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s
1
8
S
p
a
c
e
s
1
3
S
p
a
c
e
s
3
2
S
p
a
c
e
s
2
4
S
p
a
c
e
s
2 Spa
c
e
s
3 Spa
c
e
s
7
S
p
a
c
e
s
4
S
p
a
c
e
s
5 S
p
a
c
e
s
39 Spaces Existing - 4 Lost to construction
35 Spaces Proposed
72 Spaces Existing
4 Lost to Construction
68 Spaces Proposed
4 Spaces
Ex.Bollard
Ex.Gas Line Post
Ex.San.C.O.
Ex.Sign- No Truck Parking
Ex.S.MH.Rim=721.70Inv.Out=712.17
Ex
.
C
o
n
c
r
e
t
e
Elec.Transformers
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.18" RCP
Ex.24" RCP
Ex
.
1
8
"
R
C
P
Ex.Light Pole (typ.)
VA
N
VA
N
VA
N
VA
N
S S
WV
WV
F.F.E. (715.32)
SD
WV
WV WVWV
MSP
S
WV
S
PUMP STATION
BUILDING
STUB
EX. 2" W/M
TCB
TRTCB
TVRB
EX.PAVEMENT (TYP.)
EX
.
P
A
V
E
M
E
N
T
(
T
Y
P
.
)
MLP
MLP
FHWV
EX.CONDUIT
MLP
S
{\Q
1
5
;
E
X
.
W
A
T
E
R
S
T
U
B
}
SS S
B
A
C
A
D
A
EX.A
A
EX.SIGN EASEMENT
Ex.Storm Esm't.
Ex.FCSA Esm't.
Ex.FCSA Esm't.
Ex
.
S
t
o
r
m
E
s
m
'
t
.
9
A
10
A
11
A
12
A
30
A
31
A
32
A
33
A
34
A
35
A
37
A
38
A
39
A
40
A
60
A
80
FUT
100
RD
101
RD
102
RD
EX.2
EX
Ex.B.O.V
Ex.W.V.
Ex.8"Watermain
Ex.Curb Island
Ex.Curb Island
Ex.Curb Island Ex.Curb Island
Inst.#080007552
In
s
t
.
#
0
8
0
0
0
7
5
5
2
Inst.#080007552
Base Only
Base Only
Ex
.
S
t
o
r
m
S
t
r
.
#
3
6
Ex.8"Watermain
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
EX.50'B.R.L.
EX..5'Parking Setback
EX.LIGHT POLE
Ex.Face of Curb
Ex
.
F
a
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e
o
f
C
u
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b
Ex
.
F
a
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o
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C
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C2C2
C3
Ex.Sidewalk
Ex
.
S
i
d
e
w
a
l
k
Ex.Sign- HCEx
.
S
i
g
n
-
H
C
Ex.Stop Sign
Ex.FCSA Esm't.
Inst.#080007552 Ex.WV
Ex.Sign-NO TRUCK PARKING
CONDUIT
COMCAST VAULT
Ex.4"TREE
Ex.4"TREE
Ex.3"Tree
Ex.3"Tree
Ex.4"
4
2
S
p
a
c
e
s
See Detail at Right
N29°40'47"E 438.90'
N29°40'47"E 161.17'
S
6
0
°
1
9
'
1
3
"
E
1
3
.
3
6
'
2
3
.
3
6
'
N
6
0
°
1
9
'
1
3
"
W
N29°40'47"E50.00'
N
6
0
°
1
9
'
1
3
"
W
2
5
0
.
7
6
'
N29°40'47"E 155.79'
N
6
0
°
1
9
'
1
3
"
W
2
4
4
.
5
6
'
64.00'S29°40'47"W
N
6
0
°
1
9
'
1
3
"
W
2
0
0
.
7
7
'
S02°0
0
'
5
0
"
E
2
5
1
.
7
4
'
S
6
0
°
1
9
'
1
3
"
E
2
2
1
.
8
0
'
17.00'N29°40'47"E
5.99'S60°19'13"E
S20
°
1
9
'
4
3
"
E
1
1
3
.
8
4
'
46.72
'S03°3
5
'
1
3
"
E
S
6
0
°
1
9
'
1
3
"
E
3
0
.
0
0
'
2.00'S29°40'46"W
L=458.20'R=858.27'D=30°36'19"
Ch.=S07°21'45"W
Ch.L=453.03'T=234.84'
L=26.19'
R=48.50'D=39°59'33"
Ch.=S40°19'28"ECh.L=33.17'T=17.65'
38 Spaces
Ex.SVEC Light Pole to
be relocated.
Contractor to coordinate
with SVEC
RIM (719.75)
RIM (720.02)
RIM (719.57)
RIM (720.01)
RIM (720.52)
INV.=715.11
INV.=713.26
INV.OUT=712.01 INV.=714.67
INV.=712.18
INV. OUT=716.39
INV. IN=711.62
INV. OUT=711.49
15
"
C
P
P
15" CPP18" CPP
18" CPP
EX. 8" SAN. SEWER
15
"
C
P
P
EX.CONDUIT
MLP
{\
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.
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X
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A
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SE
W
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38
A
EX.LIGHT POLE
Ex.Face of Curb
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex.Sidewalk
Ex.Sidewalk
Ex.Sign- HCEx.Sign- HC
Ex.Stop Sign
Ex
.
S
t
o
r
m
E
s
m
'
t
.
In
s
t
.
#
0
x
x
x
x
x
x
Ex.Storm Esm't.Inst.#0xxxxxx
19
.
2
19
.
5
19
.
7
19
.
8
19
.
9
20
.
1
20
.
4
20.6
20
.
5
20
.
5
20
.
8
20
.
7
20
.
6
20
.
4
20.4
20
.
5
20.3
19.8
19
.
9
19
.
8
19
.
7
19
.
6
19
.
5
20
.
5
21
.
1
21
.
0 20.5
20
.
6
21
.
3
21
.
420.7
20
.
7
21
.
1
21
.
4 20.5
20
.
6
21
.
1
20
.
8
20
.
6
19
.
9
20
.
2
20
.
0
20
.
2
20
.
4
20
.
5
20.1 20
.
7
20.820
.
9
20.720.4
21
.
1
18
.
9
18
.
618.3
18
.
4
18
.
9
18
.
8
19
.
3
19.4
19
.
9
19
.
4
19
.
1
19
.
6
18
.
8
18
.
6
18
.
9
19
.
1 19.4
19
.
3
19
.
1
18
.
8
18
.
7
18.6
18.7
18.7
18.9
18.9
19.0
19.1 19
.
3
19.6
19.3
19
.
0
19
.
0
19
.
3
19
.
7
19
.
6
19
.
3
18
.
9
18
.
8
18
.
7
18
.
8
19
.
0
71
9
72
1
72
1
72
0
71
9
72
0
Ex.Sign-NO TRUCK PARKING
Ex.4"TREE
Ex.4"TREE
Ex.3"Tree
Ex.3"Tree
Ex.4"
Ex.Tree to be
relocated
Ex.Trees to be
relocated
Ex.Curb Island
to be removed
E
x
.
C
u
r
b
t
o
b
e
r
e
m
o
v
e
d
Ex.Curb & sidewalk
to be removed
Ex.Pavement
to be removed
Ex.Curb & sidewalk
to be removed
Ex.Conduit to be relocated
Ex.Conduit to be relocated
Ex.Conduit see note 6
EX
.
C
O
N
D
I
T
I
O
N
S
/
D
E
M
O
L
I
S
H
I
O
N
AS
S
H
O
W
N
AS
S
H
O
W
N
NOTES:
{NOTES:}
1.
FLOOR ELEVATION
720.75
LOC
8' SIDEWALK
5'
M
I
N
.
S
I
D
E
W
A
L
K
2-3" Conduits
Elec.Trans.
1" WATER METERSET IN VAULT FOR 1.5" METERw/ 2" DOMESTIC LINE
5'
S
I
D
E
W
A
L
K
CG-12 (TYPE B)
CG
-
1
2
(
T
Y
P
E
A
)
CG-12 (TYPE C)
CG-12 (TYPE A)
49
.
6
9
'
48.00'
96.00'
84
.
6
9
'
CG-6R
48.00'
10
'
x
2
7
'
P
A
T
I
O
\A1;REAR AND SIDE TO HAVE CONCRETE FOUNDATION WALL MIN. TW=721.50
35
.
0
0
'
Approx. Gas Meter Location & Area (1.7'x3.5')
Space B1Space B2Space B3
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
CG-TRANS
CG
-
6
R
CG
-
6
R
CG-6R
CG-2
BOLLARDS
2-3" Conduits2-3" Conduits
1-4" Conduit
LIGHTw/ MOTION SENSOR
LIGHT (TYP.)
Relocated SVEC Light
4 - 6"%%C HOLESEVENLY SPACEDCORED DRILLED INTOREAR OF INLET TOP ATINV. 719.8012" WIDTH OF RIP-RAPALONG REAR OF INLETCONTRACTOR MAYPROPOSE OPTION BUTMUST BE APPROVED BY
EX.CG-6
6"
S
A
N
.
L
A
T
.
MILL AND OVERLAY AREA AS NECESSARY TO MATCH PROPOSED CURB AND PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING
LOADING SPACE-12'X45'
4-
4
"
C
o
n
d
u
i
t
s
4-
4
"
C
o
n
d
u
i
t
s
\A1;END FOUNDATION WALL
2-3" Conduits
NEW PAVEMENT AREA NEW PAVEMENT AREA
1200 Sq.Ft.%%P 4000 Sq.Ft.%%P1200 Sq.Ft.%%P Note:DIMENSIONS SHOWN DEPICT THEOVERALL SIZE OF THE BUILDING.AREAS SHOWN FOR INFORMATIONPURPOSES.SEE ARCHITECTURAL PLAN FORFINAL DIMENSIONS AND AREAS.
STOP SIGN & STOP BAR TO BE INSTALLED2-2" Conduits
2-2" Conduits
2-2" Conduits2-2" Conduits
720
72072
0
72
0
72
0
72
0
LOC
LOC
LOC
LOC
LOC
LOC
S
RIM=717.86
GRATE (715.51)
RIM (715.74)
RIM (717.05)RIM (716.53)
INV. IN=710.04
RIM (719.75)
RIM (720.02)
RIM (719.57)
RIM (719.54)
RIM (720.01)
RIM (720.52)
WVWV WV WV
INV.=715.11
INV.=713.26
INV. OUT=715.74
INV.OUT=712.01 INV.=714.67
INV.=712.18
INV. OUT=716.39
INV. IN=711.62
INV. OUT=711.49
INV. OUT=710.88 INV. IN=711.32
RIM (717.59)
INV. IN=711.79
INV. OUT=709.44
INV. OUT=712.18
INV. IN=708.59
INV. IN=711.34INV. OUT=708.19
INV. OUT=712.25
INV. IN=706.41
15
"
C
P
P
15" CPP18" CPP
18" CPP
18" CPP
15
"
C
P
P
24" CPP
15
"
C
P
P
30" CPP
INV.=706.16
INV.=706.66INV.=706.66
INV.=705.96
S
RIM=716.83
INV.=704.33
INV.=704.33
INV.=704.13
INV.=704.33
EX. 8" SAN. SEWER
EX
.
4
"
F
O
R
C
E
M
A
I
N
(
A
P
P
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L
O
C
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)
EX. 8" SAN. SEWER
EX. 2" W/M
EX
.
4
"
F
O
R
C
E
M
A
I
N
(
A
P
P
.
L
O
C
.
)
EX.LOT 5
EX.LOT 7
EX.LOT 8
TRTCB
TVRB
15" CPP
EX.PAVEMENT (TYP.)
EX
.
P
A
V
E
M
E
N
T
(
T
Y
P
.
)
MLP
FH
MLP
EX.LOT 4
75-5-5
Zoned: B-2
Use:Retail/Restaurant75-5-7
Zoned: B-2
Use:Retail
75-5-8
Zoned: B-2
Use:Returaunt
75-5-4Zoned: B-2Use:Grocery Store
{\
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EX
.
8
"
S
A
N
.
S
E
W
E
R
32
A
33
A
34
A
37
A
38
A
39
A36" RCP III36" RCP III 36" RCP III 30
"
R
C
P
I
I
I
18
"
R
C
P
I
I
I
30" RCP III
30
"
R
C
P
I
I
I
Ex.Face of Curb
Ex
.
F
a
c
e
o
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u
r
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Ex
.
S
i
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a
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k
Ex.Sign- HCEx
.
S
i
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-
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C
Ex.Stop Sign
Ex
.
S
t
o
r
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E
s
m
'
t
.
Ex.FCSA Esm't.
Inst.#080007552
In
s
t
.
#
0
x
x
x
x
x
x
Ex.Storm Esm't.Inst.#0xxxxxx
Ex.WV
19.2 19.5 19.7 19.8
19
.
9
20
.
1
20
.
4
20
.
6
20
.
5
20
.
5
20
.
8
20
.
7
20
.
6
20
.
4
20.4
20
.
5
20.3
19
.
8
19
.
9
19
.
8
19
.
7
19.6
19
.
5
20
.
5
21.1 21.0 20.5
20
.
6
21
.
3
21
.
420
.
7
20.7 21
.
1 21.4 20
.
5
20
.
6
21
.
1
20
.
8
20
.
6
19.9 20
.
2
20
.
0 20.2 20.4
20
.
5
20.1 20.720.820.920.7
20
.
4
21
.
1
18.918.6
18
.
3
18.4
18
.
9
18.8
19
.
3
19
.
4
19
.
9
19.419
.
1
19.618.818
.
5
19
.
0
18.6 18.9 19.1
19
.
4
19.319.118.818.7
18
.
6
18
.
7
18
.
7
18
.
9
18
.
9
19.0
19.1 19
.
3
19
.
6
19
.
3
19
.
0
19.0 19.3
19
.
7
19.619.318.918.818.7
18.718.819
.
0
71
9
72
1
72
1
72
0
71
9
72
0
Ex.Sign-NO TRUCK PARKING
CONDUIT
COMCAST VAULT
Ex.4"TREEEx.4"POTENTIAL NEW CONDUIT LOCATION
EX.COMCAST VAULT
EX.VERIZON
PEDESTAL
\A1;61.5'
\A1;37.6'
\A
1
;
1
8
.
4
'
\A
1
;
4
4
9
.
2
'
FLOOR ELEVATION
720.75
LOC
8' SIDEWALK
5'
M
I
N
.
S
I
D
E
W
A
L
K
2-3" Conduits
Elec.Trans.
1" WATER METER
SET IN VAULT FOR 1.5" METER
w/ 2" DOMESTIC LINE
5'
S
I
D
E
W
A
L
K
CG-12 (TYPE B)
CG
-
1
2
(
T
Y
P
E
A
)
CG-12 (TYPE C)
CG-12 (TYPE A)
49
.
6
9
'
48.00'
96.00'
84
.
6
9
'
CG-6R
48.00'
10
'
x
2
7
'
P
A
T
I
O
\A1;REAR AND SIDE TO HAVE CONCRETE FOUNDATION WALL MIN. TW=721.50
35
.
0
0
'
Approx. Gas Meter Location & Area (1.7'x3.5')
Space B1Space B2Space B3
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
CG-TRANS
CG
-
6
R
CG
-
6
R
CG-6R
CG-2
BOLLARDS
1-4" Conduit
LIGHT
w/ MOTION SENSOR
LIGHT (TYP.)
Relocated SVEC Light
4 - 6"%%C HOLES
EVENLY SPACED
CORED DRILLED INTO
REAR OF INLET TOP AT
INV. 719.80
12" WIDTH OF RIP-RAP
ALONG REAR OF INLET
CONTRACTOR MAY
PROPOSE OPTION BUT
MUST BE APPROVED BY
EX.CG-6
6"
S
A
N
.
L
A
T
.
MILL AND OVERLAY AREA AS NECESSARY TO MATCH PROPOSED CURB AND PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING
LOADING SPACE-12'X45'
4-
4
"
C
o
n
d
u
i
t
s
4-
4
"
C
o
n
d
u
i
t
s
\A1;END FOUNDATION WALL
2-3" Conduits
NEW PAVEMENT AREA NEW PAVEMENT AREA
1200 Sq.Ft.%%P 4000 Sq.Ft.%%P1200 Sq.Ft.%%P Note:
DIMENSIONS SHOWN DEPICT THE
OVERALL SIZE OF THE BUILDING.
AREAS SHOWN FOR INFORMATION
PURPOSES.
SEE ARCHITECTURAL PLAN FOR
FINAL DIMENSIONS AND AREAS.
STOP SIGN & STOP BAR TO BE INSTALLED
2-2" Conduits
2-2" Conduits
19 20TC 20 56TC 20 56TC2056TC 20 56TC
19 88TC
19 88
TC
19 97
TC
2028TC2075TC2015TC
19 64TC1973TC
19TC1975TC
19 61
TC 19 64
TC
19 69TC
19 54
TC 20 42TC
20 14
TC
20 11TC
20 34
TC 20 40
TC
20
75 TC
20 88TC
20 72
TC 20 81TC 20 88TC2088TC
19 69TC
1963
19 61
1910
19
02 19 49
19 11 1924 1934 1950 1961 19
71 1988 19
8819781967
1990 19 90199019901881
1892
1990
19
96
20 7520
75
20752075
20
75 2075 2075
2075
2075
2091
21112129
211821312125212020
75 2086
2061
2059
2063
2063
19
80 2052
20521980
2063
2079
2086
20
75
1976
20 752041
20 17
20 17 2042
204920752090TC2067TC
720
720
72
0
72
0
72
0
72
0
LOC
LOC
LOC
LOC
LOC
LOC
RIM (720.52)
INV. OUT=716.39
15
"
C
P
P
EX.LOT 5
MLP
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SE
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.
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38
A
30
"
R
C
P
I
I
I
Ex
.
S
t
o
r
m
E
s
m
'
t
.
Ex.Storm Esm't.
19
.
2
19
.
5
19
.
7
19
.
8
19
.
9
20
.
1
20
.
4
20
.
6
20
.
5
20
.
5
20
.
8
20
.
7
20
.
6
20
.
4
20.4
20
.
5
20
.
3
19.8
19.9
19
.
8
19
.
7
19
.
6
19
.
5
20
.
5
21
.
1
21
.
0 20.5
20
.
6
21
.
3
21
.
420.7
20
.
7
21
.
1
21
.
4 20.5
20
.
6
21
.
1
20
.
8
20
.
6
19
.
9
20
.
2
20
.
0
20
.
2
20
.
4
20
.
5
20
.
1
20
.
7
20
.
8
20
.
9
20
.
7
20.4
21
.
1
18
.
9
18
.
618.3
18
.
4
18.9
18
.
8
19
.
3
19.4
19.9
19
.
4
19.1
19
.
6
18
.
8
19
.
0
18
.
6
18
.
9
19
.
1 19.4
19
.
3
19
.
1
18
.
818.7
18.6
18.7
18
.
7
18.9
18.9
19
.
0
19
.
1
19.3
19.6
19
.
3
19.0
19
.
0
19
.
3 19.7
19
.
6
19
.
3
18
.
9
18
.
818.7
18
.
8
19
.
0
71
9
72
1
72
1
72
0
71
9
72
0
Ex.4"TREEEx.4"
\A1;61.5'
\A
1
;
3
7
.
6
'
\A1;18.4'
\A
1
;
4
4
9
.
2
'
RIM (719.57)
INV.OUT=712.01 INV.=714.67
INV.=712.18
INV. OUT=711.49
15" CPP18" CPP
EX.LOT 5
15" CPP
75-5-5
Zoned: B-2
Use:Retail/Restaurant
Ex
.
S
t
o
r
m
E
s
m
'
t
.
In
s
t
.
#
0
x
x
x
x
x
x
Ex.Storm Esm't.
GR
A
D
I
N
G
P
L
A
N
AS
N
O
T
E
D
AS
S
H
O
W
N
NOTES:
{NOTES:
}1.
Pipe to be analyzed
24"RCP
0.459%
8' SIDEWALK
5'
M
I
N
.
S
I
D
E
W
A
L
K
1" WATER METERSET IN VAULT FOR 1.5"METER
5'
S
I
D
E
W
A
L
K
CG-12 (TYPE B)
CG
-
1
2
(
T
Y
P
E
A
)
CG-12 (TYPE C)
CG-12 (TYPE A)
CG-6R
10
'
x
2
7
'
P
A
T
I
O
Approx. Gas Meter Location & Area (1.7'x3.5')
Space B1Space B2Space B3
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
CG-TRANS
CG
-
6
R
CG
-
6
R
CG-6R
CG-2
BOLLARDS
LIGHTw/ MOTION SENSOR
LIGHT (TYP.)
4 - 6"%%C HOLES EVENLYSPACED CORED DRILLEDINTO REAR OF INLET TOPAT INV. 719.8012" WIDTH OF RIP-RAPALONG REAR OF INLETCONTRACTOR MAYPROPOSE OPTION BUTMUST BE APPROVED BYENGINEER.
EX.CG-6
6"
S
A
N
.
L
A
T
.
MILL AND OVERLAY AREA AS NECESSARY TO MATCH PROPOSED CURB AND PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING
NEW PAVEMENT AREA NEW PAVEMENT AREA
1200 Sq.Ft.%%P 4000 Sq.Ft.%%P1200 Sq.Ft.%%P
FLOOR ELEVATION
720.75
LOC
1920TC 2056TC 2056TC2056TC 2056TC
1988TC
1988TC1997TC 2028TC2075TC2015TC
1964TC1973TC
19TC1975TC
1961TC1964TC1969TC1954TC 2042TC2014TC2011TC
2034TC 2040TC
20
75 TC
2088TC
2072TC 2081TC 2088TC2088TC
1969TC
19
631961
1910
1902 1949
1911 1924 1934 1950 1961 1971 1988 198819781967
1990 19901990199018
811892
1990
19
96 20752075
207520
752075 2075 2075
2075
2075
2091
21112129
211821312125212020
75 2086
20612059
2063
2063
1980 2052
20521980
2063
2079
20
862075
19
76 207520412017
2017 2042204920752090TC2067TC
720
72072
0
72
0
72
0
72
0
LOC
LOC
LOC
LOC
LOC
LOC
S
RIM=717.86
S
RIM=722.05WV
WV
RIM (715.74)
RIM (717.05)RIM (716.53)
INV. IN=710.04
RIM (719.75)
RIM (720.02)
RIM (719.57)
RIM (719.54)
RIM (720.01)
RIM (720.52)
WV
WV WVWV
MSP
MSP
MSP
RIM (728.63)
TCB
S
INV. IN=712.42
WV
INV.=715.11
INV.=713.26
INV. OUT=715.74
INV.OUT=712.01 INV.=714.67
INV.=712.18
INV. OUT=716.39
INV. IN=711.62
INV. OUT=711.49
INV. OUT=710.88 INV. IN=711.32
RIM (717.59)
INV. IN=711.79
INV. OUT=709.44
INV. OUT=712.18
INV. IN=708.59
INV. IN=711.34INV. OUT=708.19
INV. OUT=712.25
15
"
C
P
P
15" CPP18" CPP
18" CPP
18" CPP
15
"
C
P
P
24" CPP
15
"
C
P
P
INV.=706.16
INV.=706.66INV.=706.66
INV.=705.96
S
RIM=716.83
INV.=704.33
INV.=704.33
INV.=704.13
INV.=704.33
STUB
EX. 8" SAN. SEWER
EX
.
8
"
S
A
N
.
S
E
W
E
R
EX
.
4
"
F
O
R
C
E
M
A
I
N
(
A
P
P
.
L
O
C
.
)
EX. 8" SAN. SEWER
EX. 2" W/M
EX
.
4
"
F
O
R
C
E
M
A
I
N
(
A
P
P
.
L
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.
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EX.LOT 5
EX.LOT 7
EX.LOT 8
EX.LOT 6
INV.=707.95
INV. OUT=712.28
RIM=727.40
15" CPP
INV.=723.33
EX.PAVEMENT (TYP.)
FHWV
MLP
S
EX.LOT 4
75-5-5
Zoned: B-2
Use:Retail/Restaurant
75-5-6
Zoned: B-2
Use:Resturaunt
75-5-7
Zoned: B-2
Use:Retail
75-5-8
Zoned: B-2
Use:Returaunt
75-5-4Zoned: B-2Use:Grocery Store
{\
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S SEX. 8" SAN. SEWER
EX
.
8
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S
A
N
.
S
E
W
E
R
VA
N
VA
N
32
A
33
A
34
A
37
A
38
A
39
A
40
A
60
A
61
A
80
FUT36" RCP III36" RCP III 36" RCP III 30" RCP III
18
"
R
C
P
I
I
I
30" RCP III
30
"
R
C
P
I
I
I
30
"
R
C
P
I
I
I
15" RCP III
24" RCP III
15
"
R
C
P
I
I
I
Ex.Face of Curb
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
F
a
c
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o
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C
u
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Ex.Sidewalk
Ex
.
S
i
d
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w
a
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k
Ex.Sign- HCEx
.
S
i
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Ex.Stop Sign
Ex
.
S
t
o
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E
s
m
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.
Ex.FCSA Esm't.
Inst.#080007552
In
s
t
.
#
0
x
x
x
x
x
x
Ex.Storm Esm't.Inst.#0xxxxxx
Ex.WV
19.2 19.5 19.7 19.8
19
.
9
20
.
1
20
.
4
20
.
6
20
.
5
20
.
5
20
.
8
20
.
7
20
.
6
20
.
4
20.4
20
.
5
20.3
19
.
8
19
.
9
19
.
8
19
.
7
19.6
19
.
5
20
.
5
21.1 21.0 20.5
20
.
6
21
.
3
21
.
420
.
7
20.7 21
.
1 21.4 20
.
5
20
.
6
21
.
1
20
.
8
20
.
6
19.9 20
.
2
20
.
0 20.2 20.4
20
.
5
20.1 20.720.820.920.7
20
.
4
21
.
1
18.918.6
18
.
3
18.4
18
.
9
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19
.
3
19
.
4
19
.
9
19.419
.
1
19.618.818
.
5
19
.
0
18.6 18.9 19.1
19
.
4
19.319.118.818.7
18
.
6
18
.
7
18
.
7
18
.
9
18
.
9
19.0
19.1 19
.
3
19
.
6
19
.
3
19
.
0
19.0 19.3
19
.
7
19.619.318.918.818.7
18.718.819
.
0
71
9
72
1
72
1
72
0
71
9
72
0
Ex.Sign-NO TRUCK PARKING
COMCAST VAULT
Ex.4"TREEEx.4"
Rt. 11
M
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Carrabbas
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1"=50'
0 50 100
STORM WATER NOTES:
QUANTITY
QUALITY
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STORM WATER AGREEMENT WITH VDOT
4/
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18" RCP III30" RCP III30" RCP III30" RCP III15
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24
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Ex.
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S
RIM=717.86
S
RIM=722.05WV
WV
RIM (716.53)
INV. IN=710.04
RIM (719.75)
RIM (720.02)
RIM (719.57)
RIM (719.54)
RIM (720.01)
RIM (720.52)
WV
WV WV
WV
MSP
MSP
WV
INV.=715.11
INV.=713.26
INV. OUT=715.74
INV.OUT=712.01 INV.=714.67
INV.=712.18
INV. OUT=716.39
INV. IN=711.62
INV. OUT=711.49
INV. OUT=710.88 INV. IN=711.32
RIM (717.59)
INV. IN=711.79
INV. OUT=709.44
INV. OUT=712.18
15
"
C
P
P
15" CPP18" CPP
18" CPP
18" CPP
15
"
C
P
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24" CPP
INV.=706.16
INV.=706.66INV.=706.66
INV.=705.96 STUB
EX. 8" SAN. SEWER EX. 8" SAN. SEWER
EX. 2" W/M
EX.LOT 5
EX.LOT 7
EX.LOT 6
INV.=707.95
15" CPP
EX.PAVEMENT (TYP.)
FHWV
EX.CONDUIT
MLP
S
EX.LOT 4
75-5-5
Zoned: B-2
Use:Retail/Restaurant
75-5-6
Zoned: B-2
Use:Resturaunt
75-5-7
Zoned: B-2
Use:Retail
75-5-4Zoned: B-2Use:Grocery Store
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18
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15" RCP III
EX.LIGHT POLE
Ex.Face of Curb
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.
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.
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Ex.FCSA Esm't.
Inst.#080007552 Ex.WV
19
.
2
19
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5
19
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7
19
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8
19
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20
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Ex.Sign-NO TRUCK PARKING
Ex.4"TREE
Ex.4"TREE
Ex.3"Tree
Ex.3"Tree
Ex.4"
FLOOR ELEVATION
720.75
LOCLOC
LOC
LOC
LOC
LOC
LOC
IP
IP
IP
SF SF SF
SF
SF
TP
IP
IP
DA=0.51Ac. +/-
DA=0.35Ac. +/-
DA=0.36Ac. +/-
DA=0.14Ac. +/-
DA=0.33Ac. +/-
DA=0.86Ac. +/-
IP
CE
8' SIDEWALK
5'
M
I
N
.
S
I
D
E
W
A
L
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Elec.Trans.
1" WATER METERSET IN VAULT FOR 1.5" METERw/ 2" DOMESTIC LINE
5'
S
I
D
E
W
A
L
K
CG-12 (TYPE B)
CG
-
1
2
(
T
Y
P
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A
)
CG-12 (TYPE C)
CG-12 (TYPE A)
CG-6R
10
'
x
2
7
'
P
A
T
I
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\A1;REAR AND SIDE TO HAVE CONCRETE FOUNDATION WALL MIN. TW=721.50
Approx. Gas Meter Location & Area (1.7'x3.5')
Space B1Space B2Space B3
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
CG-TRANS
CG
-
6
R
CG
-
6
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CG-6R
CG-2
BOLLARDS
1-4" Conduit
LIGHTw/ MOTION SENSOR
LIGHT (TYP.)
Relocated SVEC Light
4 - 6"%%C HOLESEVENLY SPACEDCORED DRILLED INTO
REAR OF INLET TOP AT
INV. 719.8012" WIDTH OF RIP-RAPALONG REAR OF INLETCONTRACTOR MAYPROPOSE OPTION BUTMUST BE APPROVED BY
EX.CG-6
6"
S
A
N
.
L
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.
MILL AND OVERLAY AREA AS NECESSARY TO MATCH PROPOSED CURB AND PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING
4-
4
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\A1;END FOUNDATION WALL
NEW PAVEMENT AREA NEW PAVEMENT AREA
1200 Sq.Ft.%%P 4000 Sq.Ft.%%P1200 Sq.Ft.%%P
STOP SIGN & STOP BAR TO BE INSTALLED
S
RIM=717.86
RIM (716.53)
INV. IN=710.04
RIM (719.75)
RIM (720.02)
RIM (719.57)
RIM (719.54)
RIM (720.01)
RIM (720.52)
WV
WV WV
WV
MSP
INV.=715.11
INV.=713.26
INV. OUT=715.74
INV.OUT=712.01 INV.=714.67
INV.=712.18
INV. OUT=716.39
INV. IN=711.62
INV. OUT=711.49
INV. OUT=710.88 INV. IN=711.32
RIM (717.59)
INV. IN=711.79
INV. OUT=709.44
INV. OUT=712.18
15
"
C
P
P
15" CPP18" CPP
18" CPP
18" CPP
15
"
C
P
P
INV.=706.16
INV.=706.66INV.=706.66
INV.=705.96
EX. 8" SAN. SEWER
EX. 2" W/M
EX.LOT 5
EX.LOT 7
EX.LOT 6
15" CPP
FHWV
MLP
S
EX.LOT 4
75-5-5
Zoned: B-2
Use:Retail/Restaurant
75-5-6
Zoned: B-2
Use:Resturaunt
75-5-7
Zoned: B-2
Use:Retail
75-5-4Zoned: B-2Use:Grocery Store
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33
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34
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38
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36" RCP III
30
"
R
C
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30
"
R
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Ex.Face of Curb
Ex
.
F
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C
u
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b
Ex
.
F
a
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Ex.Sidewalk
Ex.Sidewalk
Ex.Sign- HCEx
.
S
i
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Ex.Stop Sign
Ex.FCSA Esm't.
Inst.#080007552 Ex.WV
19
.
2
19
.
5
19
.
7
19
.
8
19
.
9
20
.
1
20
.
4
20
.
6
20
.
5
20
.
5
20
.
8
20
.
7
20
.
6
20
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4
20.4
20
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5
20.3
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8
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9
19
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8
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7
19
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6
19
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5
20
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5
21
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1
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6
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3
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6
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20
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8
20
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20
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2
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0
20
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2
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4
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20
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4
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1
18
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9
18
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618.3
18
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4
18
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9
18
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8
19
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3
19
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4
19
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9
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19
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6
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5
19
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0
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4
19
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3
19
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1
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18.6
18
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7
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18
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9
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3
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19
.
3
19
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0
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7
19
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6
19
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3
18
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9
18
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18
.
7
18
.
8
19
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0
71
9
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1
72
1
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0
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9
72
0
Ex.Sign-NO TRUCK PARKING
Ex.4"TREEEx.4"
FLOOR ELEVATION
720.75
LOC
1920TC 20 56TC 20 56TC2056TC 20 56TC
1988TC
1988TC1997
TC
2028TC2075TC2015TC
1964TC1973TC
19TC1975TC
1961
TC1964TC1969TC1954TC 20 42TC
20 14
TC2011TC
20 34
TC 20 40
TC
20
75 TC
20 88TC
20 72
TC 20 81TC 20 88TC2088TC
1969TC
19
631961
1910
1902 1949
1911 1924 1934 1950 1961 1971 1988 198819781967
1990 19901990199018
811892
1990
19
96 20 7520
75
20752075
2075 2075 2075
2075
2075
2091
21112129
211821312125212020
75 2086
2061
2059
2063
2063
1980 2052
20521980
2063
2079
2086
2075
19
76 20 7520412017
20 17 2042
204920752090TC2067TC
720
720
72
0
72
0
72
0
72
0
LOC
LOC
LOC
LOC
LOC
LOC
IP
IP
IP
SF
SF
SF
SF
SF
SF
TP
IP
IP
E
&
S
P
H
A
S
E
1
A
N
D
2
2'
1"
=
3
0
'
SOIL MAP
SOILS LEGEND
MAP MAP UNIT NAME HYDRAULIC
SYMBOL SOIL GROUP
C6C
C32B
PHASE 1 CONTROLS
SITE LAYS COMPLETELY WITHIN THE 6C SOIL TYPE
1"=200'
CARBO-OAKLET SILT LOAMS, VERY ROCKY, 2 TO 15 PERCENT SLOPES
OAKLET SILTY CLAY LOAM, 2 TO 7 PERCENT SLOPES
1"=30'
CONSTRUCTION SEQUENCE
PHASE 1
PHASE 2
PHASE 2 CONTROLS
1"=30'
0 200 400
GENERAL EROSION AND SEDIMENT
CONTROL NOTES
4/
2
2
/
1
9
DA
V
I
D
E
.
L
E
L
L
O
C
K
NIIV
L
A
O
Li
c
.
N
o
.
3
4
2
0
3
O
ISSEFORPC
G
NE
N
A
EWN OMM
F
O
H
T
L
I RE E
ANIGR
6
2018.049
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
BY
PL
A
N
D
A
T
E
SC
A
L
E
:
C.
I
.
=
RE
V
I
S
I
O
N
S
of
LE
L
L
O
C
K
CO
N
S
U
L
T
I
N
G
,
P
C
23
5
0
F
i
f
t
h
S
t
r
e
e
t
Mi
d
d
l
e
t
o
w
n
,
V
A
2
2
6
4
5
T
5
4
0
.
5
3
3
.
6
7
2
8
F
8
6
6
.
6
8
0
.
3
3
6
4
KE
R
N
S
T
O
W
N
C
O
M
M
O
N
S
LO
T
3
B
u
i
l
d
i
n
g
"
B
"
BA
C
K
C
R
E
E
K
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
11
SP
02
-
2
7
-
1
9
03
-
0
1
-
1
9
03
-
1
2
-
1
9
03
-
2
0
-
1
9
04
-
2
2
-
1
9
0 30 60
SOURCE: NRCS - WEB SOIL SURVEY 2.0 NATIONAL COOPERATIVE SOIL SURVEY
1"=30'
0 30 60
ER
O
S
I
O
N
&
S
E
D
I
M
E
N
T
A
T
I
O
N
D
E
T
A
I
L
S
N/
A
AS
S
H
O
W
N
1992 3.31
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REQIONS"
Sept. 1 - Feb. 15
Planting Date
Rate
50 to 100
Species (lbs./ acre)
50 / 50 Mix of Annual Ryegrass
(Lolie multi-florum)
&
Cereal (Winter) Rye
(Secale cereale)
Feb. 16 - Apr. 30
60 to 100
Annual Ryegrass
(Lolie multi-florum)
May 1 - Aug. 31
50
German Millet
(Setaria italica)
Source: Va. DSWC
1992 3.32
TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN / MOUNTAIN AREA
- Commercial or Residential
- Kentucky 31 or Turf-Type Tall Fescue
- Improved Perennial Ryegrass *
- Kentucky Bluegrass
Minimum Care Lawn
High-Maintenance Lawn
General Slope (3:1 or less)
Low-Maintenance Slope (Steeper than 3:1)
Per Acre
Total Lbs.
200-250 lbs.
90-100%
0-10%
0-10%
* * * If Flatpea is used, increase to 30 lbs./ acre. All legume seed must be properly
inoculated. Weeping Lovegrass may also be included in any slope or low-
maintenance mixture during warmer seeding periods; add 10-20 lbs/acre in mixes.
* Perennial Ryegrass will germinate faster and at lower soil temperatures than
fescue, thereby providing cover and erosion resistance for seedbed.
- Kentucky 31 Fescue
- Red Top Grass
- Seasonal Nurse Crop * *
- Crownvetch * * *
108 lbs.
2 lbs.
20 lbs.
20 lbs.
150 lbs.
- Kentucky 31 Fescue
- Red Top Grass
- Seasonal Nurse Crop **
128 lbs.
2 lbs.
20 lbs.
150 lbs.
125 lbs.
Minimum of three (3) up to five (5) varieties
of bluegrass from approved list for use in Virginia.
** Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April through May 15th . . . . . . . . . . . . . . . . . . . . . .Annual Rye
May 16th through August 15th . . . . . . . . . . . . . . . . . . . . . .Foxtail Millet
August 16th through September, October . . . . . . . . . . . . . . .Annual Rye
November through February . . . . . . . . . . . . . . . . . . . . . . . . .Winter Rye
1992 3.35
TABLE 3.35-A
ORGANIC MULCH MATERIALS AND APPLICATION RATES
RATES: MULCHES:
Per Acre Per 1000 sq. ft.
NOTES:
Straw or Hay
Fiber Mulch 351bs.
Corn Stalks
Wood Chips
Free from weeds and coarse
matter. Must be anchored.
Spread with mulch blower or
by hand.
Do not use as mulch for winter
cover or during hot, dry
periods. * Apply as slurry.
Cut or shredded in 4 - 6"
lengths. Air dried. Do not - use
in fine turf areas. Apply with a
mulch blower or by hand.
Free of coarse matter. Air -
dried. Treat with 12 lbs
nitrogen per ton. Do not use
in fine turf areas. Apply with
mulch blower, chip handler,
or by hand.
Free of coarse matter. Air -
dried. Do not use in fine turf
areas. Apply with mulch
blower, chip handler, or by
hand.
* When fiber mulch is the only available mulch during periods when straw should be used,
apply at a minimum rate of 2000 lbs.jac. or 45 Ibs./1000 sq. ft.
Bark Chips
or
Shredded
Bark
1 ~ - 2 tons
(Minimum 2
tons for winter
cover)
Minimum
15001bs.
4 - 6 tons
4 - 6 tons
50 - 70 cu. yds.
70 - 901bs.
185 - 275 lbs.
185 - 275 lbs.
1 - 2 cu. yds.
STONE CONSTRUCTION ENTRANCE
Plate 3.02-1Source: Adapted from 1983 Maryland Standards for soil
1992 3.02
Erosion and Sediment Control, and Va. DSWC
70' MIN.
EXISTING
PAVEMENT
MOUNTABLE BERM(OPTIONAL)
FILTER CLOTH
RUNOFF WATER
6" MIN.A
3'5:1
EXISTING
PAVEMENT
FI
L
T
E
R
C
L
O
T
H
%%USECTION B-B
%%USECTION A-A
%%UPLAN VIEW
%%USIDE ELEVATION
70' MIN.
WASH RACK
(OPTIONAL)
POSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
70' MIN.*
VDOT #1
CO
U
R
S
E
A
G
G
R
E
G
A
T
E
10' MIN.
10' MIN.
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
A
B
B 10
'
M
I
N
.
12' MIN.
6'-7"
3" MIN.
3" MIN.
DRAIN SPACEREINFORCED CONCRETE
CONSTRUCTION OF A SILT FENCE
Plate 3.05-1Source: Adapted from Installation of Sraw and Fabric Filter
1992 3.05
(WITH WIRE SUPPORT)
Barriers for Sediment Control, Sherwood and Wyant
FLOW
FLOW
4"
1. SET POST AND EXCAVATE A 4"X4"
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
2. STAPLE WIRE FENCING TO THE POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT TO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
WIRE
6' MAX SPACING
GRAVEL CURB INLET SEDIMENT
FILTER
Plate 3.07-6Source: Va. DSWC
1992 3.07
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COURSE AGGREGATE.
SEDIMENT
CONCRETE GUTTER
RUNOFF WATER
GRAVEL FILTER *
WIRE MESH
FILTERED WATER
CURB INLET
12"
12"
TEMPORARY DIVERSION DIKE
Plate 3.09-1Source: Va. DSWC
1992 3.09
Compacted Soil
Flow
4.5' min.
18" min.
Temporary or permanent seeding and mulch shall be applied to the
dike immediately following its construction.
TREE PRESERVATION AND PROTECTION
Plate 3.38-2Source: Va. DSWC
1992 3.38
CORRECT METHODS OF TREE FENCING
CORRECT TRUNK ARMORING
TRIANGULAT BOARD FENCE
CORD FENCE
PLASTIC FENCE
SNOW FENCE
DRIP LINEBOARD FENCE
1992 3.32
TABLE 3.32-F
Existing pH
* Lime should always be applied in accordance with the results of a soil test, such as may
be obtained through the soil testing laboratory at VPI&SU or through a reputable testing
commercial laboratory.
LBS. OF GROUND AGRICULTURAL LIMESTONE*
PER THOUSAND SQUARE FEET NEEDED
TO CORRECT pH LEVEL OF ACID SOILS TO 6.5
6.2
6.0
5.8
5.6
5.4
5.2
5.0
4.8
4.6
4.0
20
40
55
70
90
105
120
125
155
200
35
55
65
80
100
120
140
180
210
250
40
70
85
105
125
140
160
205
230
300
Sandy Loam Loam Clay Loam
Soil Texture
Source:DSWC's Basic Urban E&S in Virginia
{PROJECT DESCRIPTION
}THE PURPOSE OF THIS PROJECT IS CONSTRUCT A RETAIL BUILDING LOCATED ON AN
EXISTING PAD SITE ON LOT OF KERNSTOWN COMMONS. APPROXIMATELY 0.459 ACRES
WILL BE DISTURBED. ANTICIPATED TO START CONSTRUCTION SPRING OF 2019 AND
CONCLUDE SUMMER OF 2019.
{EXISTING SITE CONDITIONS
}
THE PROJECT SITE IS AN PREVIOUSLY CONSTRUCTED PAD SITE AND HAS SLOPES LESS
THAN 5%. THE LAND COVER CAN BE DESCRIBED AS GRASS COVER.
ADJACENT AREAS
NORTH
Space B1Space B2Space B3
1200 Sq.Ft.%%P 4000 Sq.Ft.%%P1200 Sq.Ft.%%P
B
B
B
B
B
BBB
A A
A
Relocated
Light Pole
Motion Sensor
RIM (719.57)
RIM (720.52)
INV.OUT=712.01 INV.=714.67
INV.=712.18
INV. OUT=716.39
15
"
C
P
P
EX. 8" SAN. SEWER
EX.LOT 5
MLP
75-5-5
Zoned: B-2
Use:Retail/Restaurant
{\
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.
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A
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}
{E
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.
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A
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.
SE
W
.
S
T
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}
38
A
Ex.Face of Curb
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex.Sidewalk
Ex.Sidewalk
Ex.Sign- HCEx.Sign- HC
Ex.Stop Sign
Ex.Sign-NO TRUCK PARKING
Ex.4"TREEEx.4"
LI
G
H
T
I
N
G
N/
A
1"
=
2
0
'
LIGHTING NOTES
{LIGHTING NOTES}
1.
8' SIDEWALK
5'
M
I
N
.
S
I
D
E
W
A
L
K
2-3" Conduits
Elec.Trans.
1" WATER METERSET IN VAULT FOR 1.5" METERw/ 2" DOMESTIC LINE
5'
S
I
D
E
W
A
L
K
CG-12 (TYPE B)
CG
-
1
2
(
T
Y
P
E
A
)
CG-12 (TYPE C)
CG-12 (TYPE A)
10
'
x
2
7
'
P
A
T
I
O
Approx. Gas Meter Location & Area (1.7'x3.5')
Space B1Space B2Space B3
5' SIDEWALK
5'
S
I
D
E
W
A
L
K
2-3" Conduits2-3" Conduits
1-4" Conduit
Relocated SVEC Light
LOADING SPACE-12'X45'
4-
4
"
C
o
n
d
u
i
t
s
4-
4
"
C
o
n
d
u
i
t
s
2-3" Conduits
A B C D E
1
2
3
4
1200 Sq.Ft.%%P 4000 Sq.Ft.%%P1200 Sq.Ft.%%P
STOP SIGN & STOP BAR TO BE INSTALLED2-2" Conduits
2-2" Conduits
2-2" Conduits2-2" Conduits
Ex.Gas Line Post
Ex.San.C.O.
Ex.Sign- No Truck Parking
Ex.S.MH.Rim=721.70Inv.Out=712.17
Ex
.
C
o
n
c
r
e
t
e
Elec.Transformers
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.Face of Curb
Ex.18" RCP
Ex.24" RCP
Ex
.
1
8
"
R
C
P
Ex.Light Pole (typ.)
S
RIM=717.86
S
RIM=722.05WV
WV
F.F.E. (715.32)
SD
INV.=706.16
INV.=706.66INV.=706.66
INV.=705.96
S
RIM=716.83
INV.=704.33
INV.=704.33
INV.=704.13
INV.=704.33
PUMP STATION
BUILDING
STUB
EX. 8" SAN. SEWER
EX
.
8
"
S
A
N
.
S
E
W
E
R
EX
.
4
"
F
O
R
C
E
M
A
I
N
(
A
P
P
.
L
O
C
.
)
EX. 8" SAN. SEWER
EX
.
4
"
F
O
R
C
E
M
A
I
N
(
A
P
P
.
L
O
C
.
)
INV.=707.95
TCB
TRTCB
TVRB
EX.PAVEMENT (TYP.)
EX
.
P
A
V
E
M
E
N
T
(
T
Y
P
.
)
MLP
MLP
RIM=714.92INV.=702.67INV.=702.47
MLP
{\Q
1
5
;
E
X
.
W
A
T
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S
T
U
B
}
{E
X
.
S
A
N
.
SE
W
.
S
T
U
B
}
EX
.
8
"
S
A
N
.
S
E
W
E
R
B
A
C
A
D
A
EX.A
A
EX.SIGN EASEMENT
Ex.Storm Esm't.
Ex.FCSA Esm't.
Ex.FCSA Esm't.
Ex
.
S
t
o
r
m
E
s
m
'
t
.
Ex.B.O.V
Ex.W.V.
Ex.8"Watermain
Ex.Curb Island
Ex.Curb Island
Ex.Curb Island Ex.Curb Island
Inst.#080007552
In
s
t
.
#
0
8
0
0
0
7
5
5
2
Inst.#080007552
Base Only
Base Only
Ex
.
S
t
o
r
m
S
t
r
.
#
3
6
Ex.8"Watermain
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
EX.50'B.R.L.
EX..5'Parking Setback
Ex.Face of Curb
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
F
a
c
e
o
f
C
u
r
b
C2C2
C3
Ex.Sidewalk
Ex
.
S
i
d
e
w
a
l
k
Ex.Sign- HCEx
.
S
i
g
n
-
H
C
Ex.Stop Sign
Ex
.
S
t
o
r
m
E
s
m
'
t
.
In
s
t
.
#
0
x
x
x
x
x
x
Ex.Storm Esm't.Inst.#0xxxxxx
Ex.Sign-NO TRUCK PARKING
CONDUIT
COMCAST VAULT
\A1;2-P2
\A
1
;
1
1
-
P
1
\A1;1-P2
\A1;1-P2
\A1;1-P1\A1;6-P1
\A1;1-P1\A1;3-P1
\A
1
;
1
-
P
2
\A1;1-P2
\A1;3-P2
\A1;1-C1
\A1;1-C1\A1;1-C1\A
1
;
1
-
C
1
\A
1
;
1
-
C
1
\A1;1-C1
\A1;1-C1
INTERIOR PARKING LANDSCAPING
OTHER LANDSCAPING AREAS
3'HIGH EVERGREEN HEDGE
{EXISTING TREES
FR
E
D
E
R
I
C
K
W
A
T
E
R
D
E
T
A
I
L
S
N/
A
AS
S
H
O
W
N
8"
stone
STANDARD
stone
concrete
6"
6"
8"8"
concrete
1/2 O.D.
12"
12"
8"
8"
concrete 6"
12"
8"
stone
8"
12"
1/2 O.D.
6"
8"
TRENCH & BEDDING
general backfill
general backfill
general backfill
24" select
backfill
24" select
backfill
CONCRETE CRADLE
CONCRETE ENCASEMENT
All backfill to be compacted to 95%
of ASTM D698 maximum density.
CONCRETE ARCH
24" select
backfill
24" select
backfill
general backfill
location marker
location marker
location marker
location
-1-
marker
MARCH 18
L = restrained length of pipe (PVC or DIP)
HORIZONTAL BEND
45°, 22 1/2°, 11 1/4°
D 6" 8" 12" 16" 18" 20" 24"
L (ft) 20 20 20 20 20 20 20
L
TEE, CROSS, WYE
any joint that falls within the specified length of
each branch of the fitting shall be restrained.
In addition to restraining each joint of the fitting,
D = pipe diameter
L
LL
L
-2-
TEE, CROSS, WYE AND HORIZONTAL BEND
RESTRAINED JOINTS FOR
D 6" 8" 12" 16" 18" 20" 24"
L (ft) 60 60 100 120 120 140 160
DD
D
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
FEB 09
Both joints of the fitting shall be restrained. In addition, all joints within
the specified length on the large side of the reducer shall be restrained.
REDUCER
L
\A
1
;
L
L (ft) 60 60 100 120 120 140 160
D 6" 8" 12" 16" 18" 20" 24"
L
falls within the specified length shall be restrained.
In addition to restraining the connection, any joint that
VALVE, DEAD END
L
\A
1
;
L
8" 12" 16" 18" 20" 24"
8" -- 60 80 100 120 140
D1
12" -- -- 60 80 100 120
16" -- -- -- 40 60 100
18" -- -- -- -- 40 80
20" -- -- -- -- -- 60
-3-
GATE VALVE AND DEAD END
RESTRAINED JOINTS FOR REDUCER,
6" 40 60 100 120 120 140
D2D1
L D
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
L (ft)
D2
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
FEB 09
Lu
Ld
\A
1
;
L
d
Lu = up bend restrained lengthof pipe (PVC or DIP)
up bend
depth
depth 4 ft. min.
down bend Ld = down bend restrained length of pipe (PVC or DIP)
finished grade
Lu
Ld
-4-
VERTICAL OFFSET
RESTRAINED JOINTS FOR
45° Ld (ft) 20 40 60 80
Lu (ft) 20 20 20 20
Each side of any vertical offset
bend shall be restrained. In
addition, any joint that falls within
the specified length on each side
of the fitting shall be restrained.
D 6" 8" & 12" 16", 18" & 20" 24"
22 1/2° Ld (ft) 20 20 40 40
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
11 1/4° Ld (ft) 20 20 20 20
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
D
D = pipe diameter
FEB 09
roadway box
CL
CLLC
2" min.
solid support blocksunder custom setter6" stone
saddle with
corporation stop
water main
6"
8"
CUTOUT DETAIL
(typical)
NOTES:
1. Water service crossing street shall be encased in
2' max.standard flat top for
4' diameter manhole
3' riser section for 4'
diameter manhole
with cutouts
2" CTS polyethylene
tubing (PET) 200 psi
w/ SS inserts at all
connections
ball valve curb stop with PJ
(CTS) both ends with 2"
gate valve operating nut
SCH 40 PVC or SDR 21 pipe. The piping shall
run from one foot beyond sidewalk, across street,
to one foot beyond sidewalk.
2. Install 12 gauge solid insulated copper wire (for line tracing)
from corp. stop to into the meter box [ wrap wire around
corp. stop; wire to be taped to top of PET at 10 foot
intervals; come up into meter box; wrap around bottom of
angle ball valve; terminate with 12" tail piece].
3' min.
PJ X FIP coupling and
MIP plastic plug
27" - 29"
90°
12 gauge solid insulated
copper wire for line tracing,
taped at 10 foot intervals
(see note 4)
12"
6" stone
concrete pad 18" dia.
x 6" deep
meter interface unit
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE
48" min.
2" custom setter (meter by FCSA)
varies at property line
(see note 3)
finished grade of
pavement or earth
bracket furnished by
FCSA and installed by
contractor
CertainTeed Rexus 24" manhole cover no. CDRU60EH
2" adjustment ring with
butyl joint sealant on
top and bottom
3 4" concrete wedge
anchor bolt - 4 ea.
METER INSTALLATION
-9-
1 1 2" AND 2"
FEB 09
8"x 8"x 16" solid block
for 12" valve
Note: valve shall
be bevel gear
type
GATE VALVE
stone
joint
restraintsstone
valve restrained
to main
48" min.
6" stone
location marker
48" min.
6" stone
valve restrained to main
6", 8" and 12"
16", 18", 20" and 24"
screw type adjustable
valve box
8"x 8"x 16"
solid block
60" min.
over-excavation
18" to 24"
concrete pad 18" dia. x 6" deep finished grade
concrete pad 18" dia. x 6" deep finished grade
Water
Forced Sewer
24" min.
screw type adjustable valve box
Note: valve shall
be spur gear
type
6" stone
8"x 8"x 16"
solid block
valve
restrained
to main
screw type
adjustable
valve box
concrete pad 18"
dia. x 6" deep
-5-
APR 09
as required concrete pad 1'-6" dia. x 6" deep
2" min. - 6" max.
locator marker
3'
2'7'
3'
18" dia.
concrete
encasement
BOLLARD DETAIL
1'-6"
stone
stone to be
minimum of 6"
above top of base
mechanical joint
swivel tee with
6" branch
screw type adjustable valve box
6" dia. schedule 40 steel
pipe filled with concrete
and painted yellow
trench width
as required
stone
6" stone
grade
finished
finished
grade
joint
restraints
FIRE HYDRANT ASSEMBLY
NOTE:
Weep holes shall not be subject to being submerged. If
installation is in an area having a high groundwater table, the
Authority's engineer shall be contacted for hydrant relocation.
filter cloth
-6-
8" X 8" X 16"
solid block 8" X 8" X 16"
solid block
DIP; not to
exceed 20 ft.
APR 09
valve box
adaptor
valve box
adaptor
valve box
adaptor
valve box adaptor
2" service saddle
2" corp.stop
roadway box
varies to property line
2" CTS polyethylene
tubing (PET) 200 psi
w/ SS inserts at all
connections
2" ball valve curb stop
w/ 2" gate valve
operating nut
FIP / PJ coupling
MIP / PJ
coupling
2" brass 90° bend
with 1/8" weep hole
Valvco, Inc valve box assembly:
lid: Figure No. 7 marked 'WATER'
top section: Figure No. 7S26TO
bottom section: Figure No. IBOB24
2" brass FIP cap
stone24"
screw type
2" brass
2" brass FIP
2" brass MIP
48"
finished
grade
WATER MAIN FLUSHING ASSEMBLY
2" brass
nipple, 2" long
1'-6" dia. x 6" deep
concrete pad
8"-10"
brick base
6" stone6" stone
2" brass
6" stone
-7-
FEB 09
6" stone
Panella Model PA4SV-CSK (4") cast iron
cleanout cap with standard gasket and brass
plug having a countersunk square head concrete skid pad
24" dia. x 6" deep
sanitary
sewer main wye
45° bend
12"
45°
GRAVITY SEWER CLEANOUT
6" stone
Capitol Foundry of VA, Inc. traffic
bearing cleanout/lamphole frame
and cover , Item No. VB-9*S
All pipe and fittings shall be SDR 35/26.
S
grade
finished
-24-
MAR 18
4/
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2
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1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a) Encase in 3" diameterSCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street to one foot beyond sidewalk.
THIS WATER SERVICE CONFORMS TO THE UNIFORM STATE BUILDING CODE
5/8" x 3/4", 3/4" AND 1"
Opposite Side
finished
grade
meter box
and cover
treated 2"x4" with top 6" painted blue
1" coupling (PJX FIP) andMIP plaxtic plug on 6' tail piece
sidewalk 36"
36
"
20"-23'
48"
4"
3/4" iron stake
1" CTS polyethylene
tubing 200 psi with
SS inserts at all
connections
12 gauge solid insulated
copper wire for line tracing
taped at 10 foot intervals
saddle with
corp stop
stone
Same Side
meter by
24"
18"
48"
36"
38"
12"
45%%D
8"min.8"min.
6"
INSTALLATION NOTES:
F.W.
METER INSTALLATION
-8-JAN 19
\pxi-2,l2;b) Install 12 guage solid insulated copper wire (for line tracing) from corp. stop to into into the meter [wrap wire around corporation stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve; terminate with 12" tail piece].
EX.FIRE HYDRANT
EX
.
W
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I
N
PAINTED CURB
FIRE LANE SIGN
SIGN TYPE
MODIFIED TYPE
C
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EX.FIRE HYDRANT
8' SIDEWALK
5'
M
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.
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1" WATER METERSET IN VAULT FOR 1.5" METER
w/ 2" DOMESTIC LINE
5'
S
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W
A
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10
'
x
2
7
'
P
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I
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Space B1Space B2Space B3
5' SIDEWALK
5'
S
I
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W
A
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1200 Sq.Ft.%%P 4000 Sq.Ft.%%P1200 Sq.Ft.%%P
RIM=717.86
RIM=722.05WV
WV
WV
WV WV
WV WV
INV.=706.16
INV.=706.66
STUB
EX. 8" SAN. SEWER
EX. 2" W/M
EX.LOT 5
EX.LOT 7
EX.LOT 6
INV.=707.95
FHWV
MLP
S
EX.LOT 4
75-5-5
Zoned: B-2
Use:Retail/Restaurant
75-5-6
Zoned: B-2
Use:Resturaunt
75-5-7
Zoned: B-2
Use:Retail
75-5-4
Zoned: B-2
Use:Grocery Store
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Ex.Face of Curb
Ex
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Ex.Sidewalk
Ex.Sidewalk
Ex.Sign- HCEx.Sign- HC
Ex.Stop Sign
Ex.WV
Ex.Sign-NO TRUCK PARKING
MC DONALDS
KERNSTOWN COMMONS BLVD.
K
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EX.WATER MAIN
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1"
=
2
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'
1"=20'
NO
PARKING
FIRE LANE
12"
18
"
SIGN TYPE "A"
(TYP.)
(TYP.)
NO
PARKING
FIRE LANE
SIGN TYPE "C"
NO
PARKING
FIRE LANE
SIGN TYPE "D"
{SIGN SPECIFICATIONS
A.