HomeMy WebLinkAbout26-18 Site PlanCO
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SITE PLAN :#26-18
KERNSTOWN COMMONS
LOT 9
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
Orange 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
4.GRADING PLAN
5.GRADING PLAN
6.PROFILES
7.PROFILES
8.DRAINAGE DIVIDES & STORM COMPS
9.DRAINAGE DIVIDES & STORM COMPS
10.E&S PHASE 1 & 2
11.EROSION & SEDIMENTATION DETAILS
12.LIGHTING
13.LIGHTING
14.LANDSCAPING
15.FREDERICK WATER DETAILS
16.LIFE SAFETY PLAN
Ex
Ep
Gp
TEST PIT REQUIRED PRIOR TO
CONSTRUCTION AND DESCREPENCIES
REPORTED TO ENGINEER
DUMPSTER PAD LOCATION
APPROVED BY: ZONING ADMINISTRATOR
HH2, LLC
177 Kernstown Commons Blvd.
Winchester, VA 22602
(540) 667-1322
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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 3,535.8 gpd
Sanitary Sewer discharge 3,535.8 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)47,144 3,535.8
Industrial (acres)0 0
Total 3535.8
SITE
IN
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{GENERAL NOTES
}
1.
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0 30 60
Frederick Water Demolition Notes:
1.Contractor shall furnish all removed
water fixtures to Frederick Water
inspector.
2.Contractor shall disconnect ex.2"
water service at main by removing
saddle and installing a stainless steel
repair clamp. Shut down, material and
methods shall be per Frederick Water
inspector requirements. It is unclear
from markings at time of survey which
main the 2" connection was made.
3.Water facilities to be removed may be
abandoned in place as long as they
will not interfere with construction
proposed with this plan.
4.Easement for this facility to be vacated
to proposed property line and
re-platted with this plan.
Ex
.
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Ex.Inv.Out=717.26
Ex.Inv.Out=716.25
Ex.DI3
Rim=723.65
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Ex.Edge of P'vmt.
Ex.Edge of P'vmt.
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Ex.Face of Curb
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EX.LOT 3
75-5-3
Zoned: B-2
Use:Retail/Theater
EX
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EX.LOT 10
75-5-10
Zoned: B-2
Use:VACANT
Ex.Storm Esm't.
Ex
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Zoned: B-2
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Ex
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Ex.15' COMMON SHARED UTILITY EASEMENT
37A
80
FU
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24" RCP III24
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Ex
.
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EX.5'Parking Setback
Ex
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Ex.Inv.In=717.13
Ex.Inv.In=717.07
Ex.Inv.Out=716.76
Ex.DI3B L=14'
Rim=724.15
Ex.21
THERE APPEARS TO BE A FIRE LINE AND SERVICE CONNECTION INSTALLED AT THIS LOCATION AS MARKED BY MISS UTILITY TICKET {\Fsimplex|c0;\Q0;A322001673-00A} AND FIELD LOCATED BY THIS FIRM IN SEPTEMBER OF 2013.
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Ex.20
Ex.Storm Str.#36
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Ex.Edge of P'vmt.
L=81.43'
R=858.27'
D=5°26'09"
Ch.=S25°22'59"W
Ch.L=81.40'
T=40.74'
L=458.46'
R=858.27'
D=30°36'19"
Ch.=S07°21'45"W
Ch.L=453.03'
T=234.84'
EX
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3
.
0
72
3
.
0
72
8
.
1
72
7
.
8
72
7
.
8
72
7
.
7
72
7
.
6
72
5
.
8
72
6
.
1
72
3
.
7
72
7
.
9
72
8
.
5
72
8
.
8
728.7
72
8
.
9
72
9
.
2
72
8
.
8
72
9
.
0
72
9
.
0
72
9
.
0
72
9
.
3
72
9
.
2
72
9
.
3
72
9
.
2
72
9
.
1
72
8
.
9
72
6
.
7
72
6
.
6
72
7
.
2
73
0
.
5
72
5
.
6
72
6
.
2
72
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.
2
72
9
.
9
73
2
.
4
73
4
.
5
73
5
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7
73
6
.
7
Ex
.
B
o
l
l
a
r
d
Ex
.
B
o
l
l
a
r
d
Ex
.
G
a
s
L
i
n
e
P
o
s
t
Ex
.
S
a
n
.
C
.
O
.
Ex
.
S
a
n
.
C
.
O
.
Ex
.
S
i
g
n
-
N
o
T
r
u
c
k
P
a
r
k
i
n
g
Ex
.
S
.
M
H
.
Ri
m
=
7
2
1
.
7
0
In
v
.
O
u
t
=
7
1
2
.
1
7
Ex.Inv.In=716.46
Ex
.
I
n
v
.
I
n
=
7
1
2
.
5
8
Ex.DI-7TL
Ri
m
=
7
2
0
.
2
3
Ex.Inv.Out=717.26
Ex.Inv.Out=716.25
Ex.DI3
Rim=723.65
Ex.Concrete
El
e
c
.
T
r
a
n
s
f
o
r
m
e
r
s
Ex.Edge of P'vmt.
Ex.Edge of P'vmt.
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
F
a
c
e
o
f
C
u
r
b
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
.
F
a
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o
f
C
u
r
b
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
1
8
"
R
C
P
Ex
.
2
4
"
R
C
P
Ex
.
1
8
"
R
C
P
Ex
.
L
i
g
h
t
P
o
l
e
(
t
y
p
.
)
VANVAN
IN
T
E
R
S
T
A
T
E
R
O
U
T
E
8
1
S
RI
M
=
7
2
2
.
0
5
WV WV
WP
P
WP
P
WP
P
ST
U
B
IN
V
.
=
7
0
7
.
9
5
EX
.
L
O
T
4
75
-
5
-
4
Zo
n
e
d
:
B
-
2
Us
e
:
G
r
o
c
e
r
y
S
t
o
r
e
EX.LOT 3
75-5-3
Zoned: B-2
Use:Retail/Theater
EX
.
V
D
O
T
R
O
W
EX
.
S
I
G
N
E
A
S
E
M
E
N
T
Ex
.
4
0
'
A
c
c
e
s
s
E
s
m
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t
.
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e
n
t
e
r
e
d
o
n
P
r
o
p
e
r
t
y
L
i
n
e
EX
.
5
0
'
B
u
i
l
d
i
n
g
R
e
s
t
r
i
c
t
i
n
g
L
i
n
e
Ex
.
S
t
o
r
m
E
s
m
'
t
.
EX
.
.
5
'
P
a
r
k
i
n
g
S
e
t
b
a
c
k
EX.5'Parking Setback
Ex
.
S
t
o
r
m
E
s
m
'
t
.
Ex
.
S
t
o
r
m
E
s
m
'
t
.
Ex
.
F
C
S
A
E
s
m
'
t
.
Ex
.
F
C
S
A
E
s
m
'
t
.
Ex
.
F
C
S
A
E
s
m
'
t
.
EX.LOT 10
75-5-10
Zoned: B-2
Use:VACANT
Ex.Storm Esm't.
Ex
.
S
t
o
r
m
E
s
m
'
t
.
75-A-111C
Zoned: B-2
Use:Auto D
e
a
l
e
r
s
h
i
p
Ex
.
F
C
S
A
E
s
m
'
t
.
Ex.15' COMMON SHARED UTILITY EASEMENT
37A
80
FU
T
24" RCP III24
"
R
C
P
I
I
I
15
"
R
C
P
I
I
I
18" RCP III30" RCP III
Ex
.
B
.
O
.
V
Ex
.
W
.
V
.
EX.5'Parking Setback
EX.5'Parking Setback
Ex
.
8
"
W
a
t
e
r
m
a
i
n
Ba
s
e
O
n
l
y
Ex
.
C
u
r
b
I
s
l
a
n
d
Ex
.
C
u
r
b
I
s
l
a
n
d
Ex
.
C
u
r
b
I
s
l
a
n
d
Ex
.
C
u
r
b
I
s
l
a
n
d
Ex.Inv.In=717.13
Ex.Inv.In=717.07
Ex.Inv.Out=716.76
Ex.DI3B L=14'
Rim=724.15
Ex.21
THERE APPEARS TO BE A FIRE LINE AND SERVICE CONNECTION INSTALLED AT THIS LOCATION AS MARKED BY MISS UTILITY TICKET {\Fsimplex|c0;\Q0;A322001673-00A} AND FIELD LOCATED BY THIS FIRM IN SEPTEMBER OF 2013.
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
Inst.#080007552
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
Rim=723.69
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
Base Only
Ba
s
e
O
n
l
y
Ba
s
e
O
n
l
y
Base Only
TP
Ex.20
Ex.Storm Str.#36
Ex
.
8
"
W
a
t
e
r
m
a
i
n
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
Ex.Edge of P'vmt.
L=81.43'
R=858.27'
D=5°26'09"
Ch.=S25°22'59"W
Ch.L=81.40'
T=40.74'
L=458.46'
R=858.27'
D=30°36'19"
Ch.=S07°21'45"W
Ch.L=453.03'
T=234.84'
EX
.
.
5
0
'
B
.
R
.
L
.
EX
.
.
5
'
P
a
r
k
i
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e
t
b
a
c
k
EX
.
5
0
'
B
.
R
.
L
.
EX
.
.
5
'
P
a
r
k
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n
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S
e
t
b
a
c
k
28.9
28
.
6
28
.
127.727
.
4
26
.
8
26
.
426.5
26.6
25.8
24.9
24.0
23.4
23
.
0 23.5
23
.
3
24
.
4
24.7
24
.
7
23
.
9
23.823
.
9
25
.
4
24
.
8
25
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5
26
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4
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0
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26
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5
25.125
.
6
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.
2
23
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5
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24
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1
24
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1
23.7
23.2 23
.
3
23
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5
23
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9
24
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6 25.2
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4
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0
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6
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5
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30
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0
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5
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1
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2
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1
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9
29
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0
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6
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2
28
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1
29
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4
29
.
3
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8
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.
2
27
.
8
27
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2
27
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1
27
.
7
27
.
2
26
.
9
26
.
8
26
.
5
26
.
1
26
.
126.1
25
.
5
24.5
23
.
7
23
.
2
25
.
0
25
.
1
25
.
4
25
.
8
26
.
2
26
.
7
26
.
1
25
.
4
25
.
1
24
.
7
24
.
4
24
.
2
735734
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4
733
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3
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73
2
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1
73
1
73
0
73
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0
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729
72
9
729
729
72
9
72
9
729
72
9
72
9
729
72
8
728
728
728
728
727
727
727
72
7
72
7
72
7
726
726
726
726
725
725
725
724
724
724
72
4
72
3
723
72
3
72
2
72
2
Ex.S
t
o
r
m
E
a
s
e
m
e
n
t
t
o
b
e
v
a
c
a
t
e
d
from
l
o
c
a
t
i
o
n
s
h
o
w
n
t
o
e
n
d
o
f
eas
e
m
e
n
t
i
n
l
o
t
1
0
.
T
o
b
e
r
e
-
p
l
a
t
t
e
d
i
n
acco
r
d
a
n
c
e
w
i
t
h
t
h
i
s
p
l
a
n
.
Ex.Underground utilities to be
relocated as necessary.
E
x
.
U
n
d
e
r
g
r
o
u
n
d
u
t
i
l
i
t
i
e
s
t
o
b
e
r
e
l
o
c
a
t
e
d
a
s
n
e
c
e
s
s
a
r
y
.
Ex.Curb Inlet to Remain
and reset to meet
proposed grades
to
b
e
r
e
m
o
v
e
d
Ex.Water valve and 2"
water service connection
and line to be removed.
See note 2 & 4 this page.
EX. FIRE HYDRANT AND PIPE
TO BE REMOVED. ASSOCIATED
EASEMENT SHALL BE VACATED
TO LOCATION OF NEW
EASEMENT PROPOSED WITH
THIS PLAN
Ex.Lateral to be
removed to Manhole
Ex.Base pavement
to be removed and
reconstructed
Ex.Base pavement
to remain
Ex.Pavement to be
removed
Remove Ex. Blow-off
and valve
Ex.2" water service to be removed.
See note 2 this page.
GR
A
D
I
N
G
P
L
A
N
AS
N
O
T
E
D
1"
=
2
0
'
NOTES:
{NOTES:}
1.
GR
A
D
I
N
G
P
L
A
N
AS
N
O
T
E
D
AS
-
S
H
O
W
N
8/
1
7
/
1
8
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
5
2015.058
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
9
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
16
SP
05
-
1
4
-
1
8
05
-
2
4
-
1
8
06
-
1
0
-
1
8
07
-
1
5
-
1
8
08
-
0
6
-
1
8
08
-
1
7
-
1
8
1"=10'
0 10
& NOTES
RAMP ELEVATIONS
1"=10'
0 10
HANDICAP PARKING SPACE GRADES
1"=30'
PAVING AREAS
0 30 60
TOP COAT OVERLAY
(±1.5") FOR THIS AREA
FULL DEPTH LIGHT DUTY
PAVEMENT FOR THIS AREA
FULL DEPTH LIGHT DUTY
PAVEMENT FOR THIS AREA FULL DEPTH LIGHT DUTY
PAVEMENT FOR THIS AREA
TOP COAT OVERLAY
(±1.5") FOR THIS AREA
TOP COAT OVERLAY
(±1.5") FOR THIS AREA TOP COAT OVERLAY
(±1.5") FOR THIS AREA
TOP COAT OVERLAY
(±1.5") FOR THIS AREA
OV
E
R
L
A
Y
F
O
R
TH
I
S
A
R
E
A
(v
a
r
i
a
b
l
e
d
e
p
t
h
)
CONTRACTOR TO ENSURE
MAXIMUM 2% SLOPE IN ANY
DIRECTION FOR ACCESSIBLE PATH
1"=10'(H) 1"=1'(V)
0 10
SPOT SHOTS SHOWN IN THIS VIEW REPRESENT
THE APPROXIMATE TOTAL OVERLAY OF PAVEMENT
FROM EX.PAVEMENT TO FINISH GRADE
(TO BE FIELD VERIFIED BY CONTRACTOR)
RAMP WALL PROFILE
(South Side)
RAMP ELEVATIONS
(North Side)
1"=10'
0 10 20
CO
CO
Ex
.
G
a
s
L
i
n
e
P
o
s
t
Ex
.
G
a
s
L
i
n
e
P
o
s
t
WALL AS NECESSARY
(DESIGN BY OTHERS)
RAILING AS REQUIRED BY CODE
(Edge of Pvm't.)(Edge of Pvm't.)(Edge of Pvm't.)(Edge of Pvm't.)
FDC SIAMESE CONNECTION
2420
23 982471
2463
24692469
245924592709271927
202720
2709 2361
2351 2311 23 15
23052301 TC=2366
23 05 23 31
227922622315
22 52
8.3%0.0%
6.0%
RAILING AS REQUIRED BY CODE CG
-
1
2
(T
Y
P
E
0+
0
0
0+72.99
CG
-
6
R
C
U
R
B
\A1;R25.0'729
2638
2647
2656
2665 2648
2648
2623
2627
2632
2636
2658 2658
2649
26632663 2676
2674
2689
26 96 2705 2714
26942686
2681
270426
88
Approx. Gas Meter Location & Area (1.7'x3.5')
1-3" Conduit
LO
A
D
I
N
G
S
P
A
C
E
-
1
2
'
X
4
5
'
4 STORY HOTEL
COVERED AREA FOR UNLOAD
Elevators
1-3" Conduit
1-
3
"
C
o
n
d
u
i
t
1-3" Conduit
1-
3
"
C
o
n
d
u
i
t
CG-6 CURB
CG
-
2
C
U
R
B
FR
O
N
T
A
N
D
S
I
D
E
O
F
HO
T
E
L
CO
H
CO
I
6" PVC
E6"
P
V
C
CO
G
COF
6"
P
V
C
6"
P
V
C
\A
1
;
2
2
.
0
'
CG
-
6
R
C
U
R
B
CG
-
6
R
C
U
R
B
DUMPSTER
ENCLOSURE
& CONC.
PAD
\A1;R25.0'
RELOCATED LOT 9
PER BOUNDARY LINE
ADJUSTMENT TO BE PROCESSED
CONCURRENTLY
PIN# 75-5-9
Inst#180006120
16
20
21
50
54
55
56
57
24
"
H
D
P
E
24
"
18
"
H
D
P
E
18
"
H
D
P
E
2'GRASS DITCH
2'GRASS DITCH IP
S
IP
S
IPSIPS
CO
J
6"
P
V
C
CO
K
6"
P
V
C
CO
L 6" PVC
52
18" HDPE5312" HDPE
12
"
H
D
P
E
Ex
.
B
o
l
l
a
r
d
Ex
.
B
o
l
l
a
r
d
Ex
.
G
a
s
L
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e
P
o
s
t
Ex.DI-7TL
Ex.Inv.Out=717.26
Ex.Concrete
Ex.Edge of P'vmt.
Ex.Edge of P'vmt.
Ex
.
F
a
c
e
o
f
C
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b
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.
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.
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.
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EX.LOT 10
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Use:VACANT
Ex.Storm Esm't.
Ex
.
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.
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.
V
Ex
.
W
.
V
.
Ex
.
8
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W
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.
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.
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#
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.
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d
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Ba
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e
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l
y
Ba
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y
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y
Ex.Edge of P'vmt.
EX
.
.
5
0
'
B
.
R
.
L
.
FLOOR ELEVATION
727.20
0+
0
0
0+72.99
066039
018062
053011
0160
11043 015
013 015
0+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 1+00
720
721
722
723
724
725
726
727
728
729
730
720
721
722
723
724
725
726
727
728
729
730
72
7
.
2
0
72
3
.
1
72
7
.
0
9
72
3
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1
72
7
.
0
9
72
3
.
1
72
6
.
2
6
72
3
.
2
72
5
.
4
2
72
3
.
3
72
4
.
5
9
72
3
.
3
72
4
.
2
9
72
3
.
5
72
3
.
6
9
0.00%1.89%
PV
I
S
T
A
.
=
0
+
0
2
.
8
4
PV
I
E
L
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V
.
=
7
2
7
.
2
0
0.00%%%
PV
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S
T
A
.
=
0
+
0
8
.
8
4
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L
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V
.
=
7
2
7
.
0
9
8.33%
PV
I
S
T
A
.
=
0
+
2
0
.
0
2
PV
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E
L
E
V
.
=
7
2
7
.
0
9
0.00%
PV
I
S
T
A
.
=
0
+
5
0
.
0
2
PV
I
E
L
E
V
.
=
7
2
4
.
5
9
6.01%
PV
I
S
T
A
.
=
0
+
5
5
.
0
2
PV
I
E
L
E
V
.
=
7
2
4
.
5
9
6.01%
PV
I
S
T
A
.
=
0
+
6
5
.
0
2
PV
I
E
L
E
V
.
=
7
2
3
.
9
9
EX.GROUND
PROPOSED GRADE AT BOTTOM OF WALL
PROPOSED GRADE AT TOP OF WALL
RAILING AS REQUIRED
BY 2010 ADA
STANDARDS
SEC.405 RAMPS
72
4
.
6
FA
C
E
O
F
B
U
I
L
D
I
N
G
ST
A
R
T
C
G
-
1
2
(
T
Y
P
E
B
)
H
C
R
A
M
P
CG-12 (TYPE B)
1{}" SM9.5
3" BM-25.0
6" 21A
\A1;SUBGRADE SHALL BE COMPACTED TO 95%
JOINT ABUTTING EXISTING BASE
PAVEMENT WHERE OVERLAY IS NOT JUST
1.5" TOP COURSE
\A1;EX.BASE PAVEMENT
\A1;EX.STONE
\A1;FILTER FABRIC
2' TO 3' TRANSITION
\A1;BM-25.0 VARIABLE DEPTH AT JOINT
\A
1
;
J
O
I
N
T
\A1;TAPER NEW DEPTH BM-25.0 AS NECESSARY UNTIL WITHIN 1.5" OF FINISH GRADE
21A TO MATCH BOTTOM OF
EXISTING STONE LAYER AND TOP OF
EX.BASE PAVEMENT
\A1;FINISH GRADE
RELOCATED LOT 9
PER BOUNDARY LINE
2'GRASS DITCH
IP
S
53 12" HDPE
12
"
H
D
P
E
2638
2720271027 10
2720
27 20 26 53 26 372627 26 27
2637
26
53 26372627
26192609
270426
88
PR
O
F
I
L
E
S
N/
A
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
CROSSING NOTES:
{CROSSING NOTES:
THE ENGINEER HAS SHOWN TO THE BEST OF HIS
ABILITY POSSIBLE ALL EXISTING CROSSING HOWEVER,
OTHERS MAY EXIST THAT ARE NOT SHOWN.
CONTRACTOR SHALL TEST PIT ALL CROSSINGS AND
REPORT ANY CONFLICTS TO THE ENGINEER.}
8/
1
7
/
1
8
DA
V
I
D
E
.
L
E
L
L
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K
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L
A
O
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c
.
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.
3
4
2
0
3
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ISSEFORPC
G
NE
N
A
EWN OMM
F
O
H
T
L
I RE E
ANIGR
6
2015.058
NO
.
DA
T
E
DE
S
C
R
I
P
T
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BY
PL
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N
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:
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I
.
=
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V
I
S
I
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S
of
LE
L
L
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L
T
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N
G
,
P
C
23
5
0
F
i
f
t
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S
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e
e
t
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d
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o
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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
9
BA
C
K
C
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K
M
A
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I
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T
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R
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L
D
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T
FR
E
D
E
R
I
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K
C
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N
T
Y
,
V
I
R
G
I
N
I
A
16
SP
05
-
1
4
-
1
8
05
-
2
4
-
1
8
06
-
1
0
-
1
8
07
-
1
5
-
1
8
08
-
0
6
-
1
8
08
-
1
7
-
1
8
+50 0+00 +50 1+00 +50 2+00 +50 3+00 +50
700
705
710
715
720
725
730
735
740
745
700
705
710
715
720
725
730
735
740
745
159.2'-6" PVC SDR 35/26 @ 1.00%82.1
E F G
0+
0
0
.
0
E
x
.
M
a
n
h
o
l
e
IN
V
.
I
N
=
7
1
5
.
6
7
IN
V
.
I
N
=
7
1
2
.
1
7
IN
V
.
O
U
T
=
7
1
2
.
1
7
1+
5
9
.
2
C
l
e
a
n
O
u
t
IN
V
.
I
N
=
7
1
7
.
4
6
IN
V
.
O
U
T
=
7
1
7
.
2
6
2+
4
1
.
3
C
l
e
a
n
O
u
t
IN
V
.
I
N
=
7
1
8
.
2
9
IN
V
.
O
U
T
=
7
1
8
.
2
8
RI
M
=
7
2
1
.
8
1
RI
M
=
7
2
5
.
8
3
RI
M
=
7
2
8
.
3
5
0+
3
0
.
8
8
"
W
M
0+
3
5
.
8
8
"
W
M
\A1;Clr. 1.2'\A1;Clr. 1.4'
PROPOSED
EX.GROUNDORIGINAL2007 XTOPO
Min. 12"Sleeve
52' Long
Start at 0+09.5
+50 0+00 +50 1+00 +50 2+00 +50 3+00
700
705
710
715
720
725
730
735
740
745
700
705
710
715
720
725
730
735
740
745
21.0'-6"PVC
SDR 35/26
@ 7.00%
88.2'-6"PVC
SDR 35/26
@ 3.24%
17
.
1
'
-
6
"
P
V
C
28
.
3
'
-
6
"
P
V
C
10
.
0
'
-
6
"
P
V
C
E H I J KL
0+
0
0
.
0
E
x
.
M
a
n
h
o
l
e
IN
V
.
I
N
=
7
1
2
.
1
7
IN
V
.
I
N
=
7
1
5
.
6
7
IN
V
.
O
U
T
=
7
1
2
.
1
7
0+
2
1
.
0
C
l
e
a
n
O
u
t
IN
V
.
I
N
=
7
1
3
.
8
4
IN
V
.
O
U
T
=
7
1
3
.
6
4
1+
0
9
.
2
C
l
e
a
n
O
u
t
IN
V
.
I
N
=
7
1
6
.
9
0
IN
V
.
O
U
T
=
7
1
6
.
7
0
1+
2
6
.
4
C
l
e
a
n
O
u
t
IN
V
.
I
N
=
7
1
7
.
7
8
IN
V
.
O
U
T
=
7
1
7
.
5
8
1+
5
4
.
7
C
l
e
a
n
O
u
t
1+
6
4
.
7
C
l
e
a
n
O
u
t
IN
V
.
I
N
=
7
2
1
.
3
3
RI
M
=
7
2
1
.
8
1
RI
M
=
7
2
2
.
2
2
RI
M
=
7
2
2
.
7
0
RI
M
=
7
2
4
.
2
0
RI
M
=
7
2
5
.
7
4
RI
M
=
7
2
6
.
8
3
0+
5
6
.
2
8
"
W
M
\A1;Clr. 3.4'
PROPOSED
EX.GROUND
ORIGINAL
2007 XTOPO\A1;Clr. 2.6'
IN
V
.
I
N
=
7
2
0
.
3
4
IN
V
.
O
U
T
=
7
2
0
.
1
4
Min. 12"Sleeve
20' Long
Start at 0+44.7
\A1;Clr. 1.6'
0+00 0+50 1+00 1+50 2+00 2+50
700
705
710
715
720
725
730
735
740
745
700
705
710
715
720
725
730
735
740
745
RE
M
O
V
E
E
X
.
B
L
O
W
O
F
F
CO
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
W
A
T
E
R
M
A
I
N
PROPOSED
EX.GROUND
ORIGINAL
2007 XTOPO
2+50 3+00 3+50 4+00 4+50 5+00
700
705
710
715
720
725
730
735
740
745
700
705
710
715
720
725
730
735
740
745
2007 XTOPO ORIGINAL
PROPOSED
EX.GROUND
WATER MAIN 01 WATER MAIN 02 WATER MAIN 03 WATER MAIN 04
FI
R
E
H
Y
D
R
A
N
T
A
S
S
E
M
B
L
Y
,
1
-
6
"
G
V
,
1
-
8
X
6
R
E
D
U
C
E
R
2+
9
6
.
1
\A1;Cvr. 4.0'
PROP.8"CL.52 DIP
PROP.8"CL.52 DIP
PROP.8"CL.52 DIP
EX.8"WATERMAIN
1+
8
1
.
3
0
0+
7
3
.
7
1
1-
8
X
8
T
E
E
,
3
-
8
"
V
A
L
V
E
2+
1
2
.
5
=
F
L
U
S
H
I
N
G
V
A
L
V
E
5+
0
0
=
1
-
8
X
6
T
E
E
,
3
-
8
"
V
A
L
V
E
3+
0
7
.
9
=
4
5
%
%
D
H
B
3+
7
4
.
4
9
=
2
4
"
H
D
P
E
+50 0+00 +50 1+00 +50
700
705
710
715
720
725
730
735
740
745
700
705
710
715
720
725
730
735
740
745
0+
3
5
PROP.8"CL.52 DIP
2007 XTOPO
ORIGINAL
PROPOSED
+50 0+00 +50
700
705
710
715
720
725
730
735
740
745
700
705
710
715
720
725
730
735
740
745
0+
0
2
.
0
3
6"
S
a
n
.
L
a
t
.
2007 XTOPO
ORIGINAL
PROPOSED
EX.GROUND
\A
1
;
C
l
r
.
1
.
6
'
\A
1
;
C
v
r
.
4
.
8
'
\A1;Clr. 1.8'
\A1;Cvr. 4.1'
FI
R
E
H
Y
D
R
A
N
T
A
S
S
E
M
B
L
Y
,
1
-
6
"
G
V
0+
1
5
.
2
0+
0
0
=
1
-
8
X
6
T
E
E
PROP.6"CL.52 DIP
0+
1
0
.
9
=
T
I
E
I
N
T
O
E
X
.
8
"
W
M
,
1
-
2
2
.
5
%
%
D
H
B
0+76.8=FACE OF BLDG. EXTEND TO STAND PIPE INSIDE BLDG.6"
S
a
n
.
L
a
t
.
EX.8"WATERMAIN
0+
3
0
.
1
=
1
-
8
x
6
T
E
E
0+
5
3
.
3
=
1
-
2
2
.
5
%
%
D
H
B
0+
6
5
.
5
=
1
-
8
"
G
V
0+
7
0
.
5
=
1
-
4
5
%
%
D
H
B
FF=727.20
\A1;Cvr. 4.0'
\A1;Cvr. 4.0'
PR
O
F
I
L
E
S
N/
A
1"
=
5
0
'
(
H
)
1
"
=
5
'
(
V
)
8/
1
7
/
1
8
DA
V
I
D
E
.
L
E
L
L
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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
7
2015.058
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
9
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
16
SP
05
-
1
4
-
1
8
05
-
2
4
-
1
8
06
-
1
0
-
1
8
07
-
1
5
-
1
8
08
-
0
6
-
1
8
08
-
1
7
-
1
8
+50 0+00 +50 1+00 +50 2+00 +50 3+00
700
705
710
715
720
725
730
735
740
745
700
705
710
715
720
725
730
735
740
745
PROPOSED
EX.GROUND
ORIGINAL
2007 XTOPO
0+
5
4
.
2
8
"
E
X
.
W
M
\A1;Clr. 2.6'
24
.
108.2'-63.3'-
20 21 56 57
0+
0
0
.
0
E
X
.
D
I
3
DI
-
3
B
L
E
F
T
(
L
=
4
'
)
IN
V
.
I
N
=
7
1
6
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9
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4
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+50 0+00 +50 1+00 +50 2+00 +50 3+00
700
705
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725
730
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1+61.6 8"WMPROPOSED
EX.GROUND
ORIGINAL
2007 XTOPO
172.6'-24" HDPE @ 0.50%19
.
1
1+
7
2
.
6
N
Y
L
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P
L
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S
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0
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\A1;Clr. 1.6'
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700
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725
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4
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4
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5
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7
3
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M
=
7
2
4
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6
4
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M
=
7
2
5
.
5
7
EX.GROUND
PROPOSED
2007 XTOPO
ORIGINAL
DR
A
I
N
A
G
E
D
I
V
I
D
E
S
&
S
T
O
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M
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P
S
.
N/
A
1"
=
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0
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1"=50'
8/
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/
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8
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8
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S
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.
=
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V
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A
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4
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8
05
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4
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1
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06
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1
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1
5
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1
8
08
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0
6
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1
8
08
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1
7
-
1
8
0 50 100
STORM WATER NOTES:
QUANTITY
QUALITY
DOWNSTREAM ADEQUACY
STORM WATER AGREEMENT WITH VDOT
Approx. Gas Meter Location & Area (1.7'x3.5')
LO
A
D
I
N
G
S
P
A
C
E
-
1
2
'
X
4
5
'
4 STORY HOTEL
COVERED AREA FOR UNLOAD
Elevators
CG-6 CURB
CG
-
2
C
U
R
B
FR
O
N
T
A
N
D
S
I
D
E
O
F
HO
T
E
L
CO
H
CO
I
6" PVC
E6"
P
V
C
CO
G
COF
6"
P
V
C
6"
P
V
C
CG
-
6
R
C
U
R
B
CG
-
6
R
C
U
R
B
DUMPSTER
ENCLOSURE
& CONC.
PAD\A1;R25.0'RELOCATED LOT 9
PER BOUNDARY LINE
ADJUSTMENT TO BE PROCESSED
CONCURRENTLY
PIN# 75-5-9
Inst#180006120
\A1;75.2'
12
13
14 15
16
20
21
50
54
55
56
57
24
"
H
D
P
E
24
"
18
"
H
D
P
E
18
"
H
D
P
E
2'GRASS DITCH
2'GRASS DITCH
CO
J
6" PVC
CO
K
6"
P
V
C
CO
L 6" PVC
52
18" HDPE5312" HDPE
12
"
H
D
P
E
Ex
.
B
o
l
l
a
r
d
Ex
.
B
o
l
l
a
r
d
Ex
.
G
a
s
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i
n
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P
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t
Ex
.
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a
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.
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.
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.
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.
S
i
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.
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.
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.
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m
=
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7
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In
v
.
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u
t
=
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1
2
.
1
7
Ex
.
I
n
v
.
I
n
=
7
1
6
.
1
1
Ex.Inv.In=716.46
Ex
.
I
n
v
.
I
n
=
7
1
2
.
5
8
Ex.DI-7TL
Ex
.
S
t
m
.
M
H
.
Ri
m
=
7
2
0
.
2
3
Ex.Inv.Out=717.26
Ex.Inv.Out=716.25
Rim=723.65
Ex.Concrete
El
e
c
.
T
r
a
n
s
f
o
r
m
e
r
s
Ex.Edge of P'vmt.
Ex.Edge of P'vmt.
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
F
a
c
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f
C
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Ex
.
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Ex.Face of Curb
Ex
.
F
a
c
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o
f
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r
b
Ex
.
F
a
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f
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Ex
.
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Ex
.
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a
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b
Ex
.
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a
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f
C
u
r
b
Ex
.
1
8
"
R
C
P
Ex
.
2
4
"
R
C
P
Ex
.
1
8
"
R
C
P
Ex
.
L
i
g
h
t
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o
l
e
(
t
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)
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N
VA
N
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VANVAN
S
RI
M
=
7
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2
.
0
5
WV WV
WP
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ST
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B
EX
.
8
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S
A
N
.
S
E
W
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R
IN
V
.
=
7
0
7
.
9
5
MLP
MS
P
MS
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CO
N
D
U
I
T
EX
.
L
O
T
4
75
-
5
-
4
Zo
n
e
d
:
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-
2
Us
e
:
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r
o
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e
r
y
S
t
o
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e
DA
EX.LOT 3
75-5-3
Zoned: B-2
Use:Retail/Theater
EX
.
V
D
O
T
R
O
W
EX
.
S
I
G
N
E
A
S
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M
E
N
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Ex
.
4
0
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A
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EX
.
5
0
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B
u
i
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d
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g
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e
s
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t
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g
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n
e
Ex
.
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t
o
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s
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t
.
EX
.
.
5
'
P
a
r
k
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EX.5'Parking Setback
Ex
.
S
t
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E
s
m
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t
.
Ex
.
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C
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Ex
.
F
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s
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t
.
EX.LOT 1075-5-10
Zoned: B-2
Use:VACANT
Ex.Storm Esm't.
75-A-111C
Zoned: B-2
Use:Auto D
e
a
l
e
r
s
h
i
p
Ex
.
F
C
S
A
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s
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'
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.
Ex.15' COMMON SHARED UTILITY EASEMENT
12A
34A
35A
37A
80FU
T
10
2RD
10
0
C
RD12" HDPE30" RCP III
24
"
R
C
P
I
I
I
24
"
R
C
P
I
I
I
12
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D
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I
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Ex
.
B
.
O
.
V
Ex
.
W
.
V
.
EX.5'Parking Setback
EX.5'Parking Setback
Ex
.
8
"
W
a
t
e
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m
a
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n
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Ex
.
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Ex
.
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.
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I
s
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n
d
Ex
.
C
u
r
b
I
s
l
a
n
d
THERE APPEARS TO BE A FIRE LINE AND SERVICE CONNECTION INSTALLED AT THIS LOCATION AS MARKED BY MISS UTILITY TICKET {\Fsimplex|c0;\Q0;A322001673-00A} AND FIELD LOCATED BY THIS FIRM IN SEPTEMBER OF 2013.
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
Inst.#080007552
In
s
t
.
#
0
8
0
0
0
7
5
5
2
Rim=723.69
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
Base Only
Ba
s
e
O
n
l
y
Ba
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e
O
n
l
y
Base Only
TP
Ex.Storm Str.#36
Ex
.
8
"
W
a
t
e
r
m
a
i
n
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
Ex.Edge of P'vmt.
EX
.
.
5
0
'
B
.
R
.
L
.
EX
.
.
5
'
P
a
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k
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EX
.
5
0
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B
.
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.
L
.
EX
.
.
5
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a
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Ex
.
B
o
l
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Ex
.
B
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Ex
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a
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.
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.
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Ex
.
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.
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H
.
Ri
m
=
7
2
1
.
7
0
In
v
.
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u
t
=
7
1
2
.
1
7
Ex
.
I
n
v
.
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n
=
7
1
6
.
1
1
Ex.Inv.In=716.46
Ex
.
I
n
v
.
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n
=
7
1
2
.
5
8
Ex.DI-7TL
Ex
.
S
t
m
.
M
H
.
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m
=
7
2
0
.
2
3
Ex.Inv.Out=717.26
Ex.Inv.Out=716.25
Rim=723.65
Ex.Concrete
El
e
c
.
T
r
a
n
s
f
o
r
m
e
r
s
Ex.Edge of P'vmt.
Ex.Edge of P'vmt.
Ex
.
F
a
c
e
o
f
C
u
r
b
Ex
.
F
a
c
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f
C
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b
Ex
.
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a
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Ex.Face of Curb
Ex
.
F
a
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f
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r
b
Ex
.
F
a
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f
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.
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a
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.
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a
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b
Ex
.
F
a
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b
Ex
.
1
8
"
R
C
P
Ex
.
2
4
"
R
C
P
Ex
.
1
8
"
R
C
P
Ex
.
L
i
g
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t
P
o
l
e
(
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.
)
VA
N
VA
N
VANVAN
VANVAN
S
RI
M
=
7
2
2
.
0
5
WV WV
WP
P
WP
P
ST
U
B
EX
.
8
"
S
A
N
.
S
E
W
E
R
IN
V
.
=
7
0
7
.
9
5
MLP
MS
P
MS
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CO
N
D
U
I
T
EX
.
L
O
T
4
75
-
5
-
4
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n
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:
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-
2
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e
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DA=1.39 Ac.
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Pipe Computations
Ponding depth graphs for Nyloplast structures(reference only)Inlet computations
HGL Computations
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)
57 56 0.61 0.90 0.55 0.55 5.00 5.00 6.42 3.53 718.90 718.26 63.27 0.0101 18 9.14 4.84 0.22
56 21 0.29 0.42 0.12 0.67 5.00 5.22 6.36 4.27 718.01 716.93 108.24 0.0100 18 9.10 5.07 0.36
55 50 1.39 0.90 1.25 1.25 5.00 5.00 6.42 8.03 719.43 718.62 19.06 0.0425 24 40.41 10.03 0.03
54 53 0.10 0.69 0.07 0.07 5.00 5.00 6.42 0.45 720.86 720.59 27.01 0.0100 12 3.09 2.80 0.16
53 52 0.06 0.38 0.02 0.09 5.00 5.16 6.38 0.58 720.34 719.95 38.72 0.0100 12 3.09 3.01 0.21
52 50 0.11 0.77 0.08 0.18 5.00 5.37 6.32 1.11 719.45 718.87 57.15 0.0101 18 9.17 3.51 0.27
50 16 0.25 0.73 0.18 1.61 5.00 5.65 6.24 10.04 718.37 717.51 172.64 0.0050 24 13.86 4.81 0.60
21 20 0.13 0.48 0.06 0.73 5.00 5.57 6.26 4.59 716.68 716.46 24.20 0.0091 18 10.03 5.55 0.07
20 13 0.00 0.01 0.00 0.73 5.00 5.65 6.24 4.57 716.25 712.35 175.59 0.0222 18 15.65 7.69 0.38
16 15 0.27 0.88 0.24 1.85 5.00 6.24 6.07 11.21 717.26 716.11 121.71 0.0094 24 21.98 7.03 0.29
15 14 1.23 0.84 1.03 2.88 5.00 6.53 5.99 17.25 716.18 714.15 139.18 0.0146 24 27.31 9.20 0.25
14 13 0.42 0.73 0.31 3.19 5.00 6.79 5.92 18.88 713.85 712.85 69.93 0.0143 24 27.04 9.31 0.13
13 12 0.31 0.61 0.19 4.11 5.00 6.91 5.88 24.19 712.35 711.00 164.67 0.0082 30 37.13 8.06 0.34
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 713.50 719.67
13 713.50 30 24.19 164.67 0.0035 0.57 8.06 0.25 0.47 0.89 1.61 2.10 1.05 1.62 715.12 720.03
14 18.88 9.31 175.75 1.35 0.47 85 0.89
20 4.57 7.69 35.16 0.92 0.32 10 0.12
14 715.12 24 18.88 69.93 0.0070 0.49 9.31 0.34 0.46 0.33 1.12 1.46 0.73 1.22 716.34 719.88
15 17.25 9.20 158.63 1.31 0.46 24 0.33
15 716.34 24 17.25 139.18 0.0058 0.81 9.20 0.33 0.27 0.51 1.10 1.44 0.72 1.53 717.87 720.23
16 11.21 7.03 78.85 0.77 0.27 81 0.51
16 718.11 24 11.21 121.71 0.0025 0.30 7.03 0.19 0.13 0.02 0.34 0.44 0.22 0.52 718.63 724.03
50 10.04 4.81 48.28 0.36 0.13 9 0.02
20 715.12 18 4.57 175.59 0.0019 0.33 7.69 0.23 0.17 0.27 0.66 0.00 0.33 0.67 715.79 723.65
21 4.59 5.55 25.48 0.48 0.17 67 0.27
21 717.96 18 4.59 24.20 0.0019 0.05 5.55 0.12 0.14 0.20 0.46 0.60 0.30 0.34 718.30 724.53
56 4.27 5.07 21.62 0.40 0.14 56 0.20
50 719.51 24 10.04 172.64 0.0026 0.45 4.81 0.09 0.55 0.13 0.77 1.00 0.50 0.95 720.46 726.06
52 1.11 3.51 3.89 0.19 0.07 90 0.13
55 8.03 10.03 80.55 1.56 0.55 0 0.00
52 720.46 18 1.11 57.15 0.0001 0.01 3.51 0.05 0.05 0.03 0.12 0.16 0.08 0.09 720.55 725.95
53 0.58 3.01 1.74 0.14 0.05 17 0.03
53 720.95 12 0.58 38.72 0.0004 0.01 3.01 0.04 0.04 0.08 0.16 0.21 0.10 0.12 721.07 724.80
54 0.45 2.80 1.25 0.12 0.04 82 0.08
54 721.59 12 0.45 27.01 0.0002 0.01 2.80 0.03 0.00 0.00 0.03 0.04 0.02 0.03 721.62 726.30
-
55 720.62 24 8.03 19.06 0.0017 0.03 10.03 0.39 0.00 0.00 0.39 0.51 0.25 0.29 720.91 727.00
-
56 718.43 18 4.27 108.24 0.0022 0.24 5.07 0.10 0.13 0.00 0.23 0.30 0.15 0.39 718.82 724.41
57 3.53 4.84 17.07 0.36 0.13 0 0.00
57 719.76 18 3.53 63.27 0.0015 0.09 4.84 0.09 0.00 0.00 0.09 0.12 0.06 0.15 719.92 726.23
-
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13 DI-TL 0.31 0.61 0.19 0.19 5.00 6.42 1.21 0.00 9 0.250
14 DI-TL 0.42 0.73 0.31 0.31 5.00 6.42 1.99 0.00 9 0.310
15 DI-TL 1.23 0.84 1.03 1.03 5.00 6.42 6.63 0.00 9 0.550
16 DI-TL 0.27 0.88 0.24 0.24 5.00 6.42 1.53 0.00 9 0.260
20 DI-3B LEFT (L=4')4.00 0.00 0.01 0.00 0.00 5.00 6.42 0.00 0.00 0.00 0.0100 0.0200 0.00 2.0 N/A 0.0833 4.17 1.000 3.52 0.147 0.17 0.10 4 42.02 1.000 0.00 0.00
21 DI-3B LEFT (L=14')14.00 0.13 0.48 0.06 0.06 5.00 6.42 0.40 0.00 0.40 0.0300 0.0200 1.58 2.0 1.2658 0.0833 4.17 1.000 3.52 0.147 0.17 5.20 14 2.69 1.000 0.40 0.00
50 NYLO 2X3 TRAFFIC GRATE 0.25 0.73 0.18 0.18 5.00 6.42 1.17 0.00 5 0.183
52 NYLO 2X3 TRAFFIC GRATE 0.11 0.77 0.08 0.08 5.00 6.42 0.54 0.00 5 0.110
53 NYLOPLAST DOME 24''0.06 0.38 0.02 0.02 5.00 6.42 0.14 0.00 3.14 0.060
54 NYLOPLAST DOME 24''0.10 0.69 0.07 0.07 5.00 6.42 0.45 0.00 3.14 0.131
55 NYLOPLAST DOME 30''1.39 0.90 1.25 1.25 5.00 6.42 8.03 1.00 3.99 1.644
56 NYLOPLAST DOME 30''0.29 0.42 0.12 0.12 5.00 6.42 0.78 2.00 3.99 0.162
57 NYLOPLAST DOME 30''0.61 0.90 0.55 0.55 5.00 6.42 3.52 3.00 3.99 0.443
57 NYLOPLAST DOME 30''0.61 0.35 0.21 0.21 5.00 6.42 1.37 3.00 3.99 0.236
55 NYLOPLAST DOME 30''1.39 0.35 0.49 0.49 5.00 6.42 3.12 1.00 3.99 0.408
Ex.Inlets
Ex.Pipes
Ex.Pipes
Interim Condition
Interim Condition
Ponding Depths for structures 55 & 57 shown for both future and interim conditions.
Pipe computations for structures 55 & 57 are based on future conditions.
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3.02 CONSTRUCTIONTEMPORARY STONE
ENTRANCE
3.05 SILT FENCE
3.08 PROTECTIONCULVERT INLET
3.13 TEMPORARYSEDIMENT TRAP
3.18 OUTLET PROTECTION
CE
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SOIL MAP
SOILS LEGEND
MAP MAP UNIT NAME HYDRAULIC
SYMBOL SOIL GROUP
C6C
C32B
PHASE 1 CONTROLS
SOURCE: NRCS - WEB SOIL SURVEY 2.0 NATIONAL COOPERATIVE SOIL SURVEY
1"=200'
SUPER SILT FENCE SSF SSF SSF
CARBO-OAKLET SILT LOAMS, VERY ROCKY, 2 TO 15 PERCENT SLOPES
OAKLET SILTY CLAY LOAM, 2 TO 7 PERCENT SLOPES
1"=50'
3.09 DIVERSION DIKETEMPORARY DD DD
CONSTRUCTION SEQUENCE
PHASE 1
PHASE 2
0'50'100'150'
PHASE 2 CONTROLS
1"=50'
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GENERAL EROSION AND SEDIMENT
CONTROL NOTES
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16
SP
05
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4
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8
05
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4
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8
06
-
1
0
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1
8
07
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5
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8
08
-
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08
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.
B
o
l
l
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Ex
.
B
o
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a
s
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Ex
.
S
a
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.
C
.
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.
Ex.Sign- No Truck Parking
Ex
.
S
.
M
H
.
Rim
=
7
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1
.
7
0
In
v
.
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u
t
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2
.
1
7
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.
I
n
v
.
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n
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1
1
Ex.Inv.In=716.46
Ex
.
I
n
v
.
I
n
=
7
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2
.
5
8
Ex.DI-7TL
Ex
.
S
t
m
.
M
H
.
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=
7
2
0
.
2
3
Ex.Inv.Out=717.26
Ex.Inv.Out=716.25
Ex.DI3
Rim=723.65
El
e
c
.
T
r
a
n
s
f
o
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r
s
Ex.Edge of P'vmt.
Ex.Edge of P'vmt.
Ex
.
F
a
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f
C
u
r
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Ex
.
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a
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.
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u
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Ex.Face of Curb
Ex
.
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a
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r
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Ex
.
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a
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.
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r
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Ex
.
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a
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r
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Ex
.
F
a
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u
r
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Ex
.
2
4
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R
C
PEx.18" RCP
Ex
.
L
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g
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t
P
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e
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)
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N
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=
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8
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EX
.
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EX
.
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T
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1
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V
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I
N
=
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8
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4
15
"
C
P
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S
EX
.
G
R
A
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S
EX
.
L
O
T
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-
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s
EX.SAN.SEW.STUB
EX.LOT 3
75-5-3
Zoned: B-2
Use:Retail/Theater
EX
.
V
D
O
T
R
O
W
EX
.
S
I
G
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A
S
E
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E
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T
Ex
.
4
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A
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L
i
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e
EX.
5
0
'
B
u
i
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d
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n
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R
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e
Ex
.
S
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t
.
EX
.
.
5
'
P
a
r
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S
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t
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a
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k
EX.5'Parking Setback
Ex
.
S
t
o
r
m
E
s
m
'
t
.
Ex
.
F
C
S
A
E
s
m
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t
.
Ex
.
F
C
S
A
E
s
m
'
t
.
Ex
.
F
C
S
A
E
s
m
'
t
.
EX.LOT 1075-5-10
Zoned: B-2Use:VACANT
Ex.Storm Esm't.
Ex
.
S
t
o
r
m
E
s
m
'
t
.
75-A-111C
Zoned: B-2
Use:Auto Deal
e
r
s
h
i
p
Ex
.
F
C
S
A
E
s
m
'
t
.
Ex.15' COMMON SHARED UTILITY EASEMENT
35A
37A 38A
39A
40A
41A
42A
43A
45A
60A
80FU
T
10
5RD
10
0
C
RD
30
"
R
C
P
I
I
I
24" RCP III
24
"
R
C
P
I
I
I
12
"
H
D
P
E
30
"
R
C
P
I
I
I
15
"
R
C
P
I
I
I
18" RCP III30" RCP III30" RCP III30" RCP III15
"
R
C
P
I
I
I
24
"
R
C
P
I
I
I
12" HDPE 18
"
R
C
P
I
I
I
18
"
R
C
P
I
I
I
15" RCP III
12" HDPE
Ex
.
B
.
O
.
V
Ex
.
W
.
V
.
EX.5'Parking Setback
Ex
.
8
"
W
a
t
e
r
m
a
i
n
Ba
s
e
O
n
l
y
Ex
.
C
u
r
b
I
s
l
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n
d
Ex
.
C
u
r
b
I
s
l
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d
Ex
.
C
u
r
b
I
s
l
a
n
d
Ex
.
C
u
r
b
I
s
l
a
n
d
Ex.Inv.In=717.13
Ex.Inv.In=717.07
Ex.Inv.Out=716.76
Ex.DI3B L=14'
Rim=724.15
Ex.21
THERE APPEARS TO BE A FIRE LINE AND SERVICE CONNECTION INSTALLED AT THIS LOCATION AS MARKED BY MISS UTILITY TICKET {\Fsimplex|c0;\Q0;A322001673-00A} AND FIELD LOCATED BY THIS FIRM IN SEPTEMBER OF 2013.
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
Inst.#080007552
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
Rim=723.69
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
Base Only
Ba
s
e
O
n
l
y
Ba
s
e
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n
l
y
Base Only
TP
Ex.20
Ex.Storm Str.#36Ex
.
8
"
W
a
t
e
r
m
a
i
n
Ex.
E
d
g
e
o
f
P
'
v
m
t
.
Ex.Edge of P'vmt.
EX
.
.
5
0
'
B
.
R
.
L
.
EX
.
.
5
'
P
a
r
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k
EX
.
5
0
'
B
.
R
.
L
.
EX
.
.
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'
P
a
r
k
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IP
IP
IP
IP
IP
IP
DD
DD
DD
SF
DD
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IP
IP
IP
IP 50
55
56
57
24
"
18
"
H
D
P
E
18
"
H
D
P
E
IP
DA=0.99 Ac. ±
DA=0.16 Ac. ±
DA=0.66 Ac. ±
DA=0.43 Ac. ±
DA=0.29 Ac. ±
DA=1.35 Ac. ±
DA=0.82 Ac. ±
CE
Ex
.
B
o
l
l
a
r
d
Ex
.
B
o
l
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a
r
d
Ex
.
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a
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Ex
.
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a
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.
C
.
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.
Ex
.
S
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Ex
.
S
.
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H
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Ri
m
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v
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t
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7
Ex
.
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.
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1
Ex.Inv.In=716.46
Ex
.
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n
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.
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n
=
7
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2
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8
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Ex
.
S
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H
.
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m
=
7
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0
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2
3
Ex.Inv.Out=717.26
Ex.Inv.Out=716.25
Rim=723.65
Ex.Concrete
El
e
c
.
T
r
a
n
s
f
o
r
m
e
r
s
Ex.Edge of P'vmt.
Ex.Edge of P'vmt.
Ex
.
F
a
c
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o
f
C
u
r
b
Ex
.
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a
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.
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Ex.Face of Curb
Ex
.
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r
b
Ex
.
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Ex
.
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a
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Ex
.
1
8
"
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C
P
Ex
.
2
4
"
R
C
P
Ex
.
1
8
"
R
C
P
Ex
.
L
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g
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t
P
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e
(
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.
)
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RI
M
=
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2
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5
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WP
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WP
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WP
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ST
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B
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.
=
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7
.
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ML
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EX
.
L
O
T
4
75
-
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-
4
Zo
n
e
d
:
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-
2
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e
:
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e
EX.LOT 3
75-5-3
Zoned: B-2
Use:Retail/Theater
EX
.
V
D
O
T
R
O
W
EX
.
S
I
G
N
E
A
S
E
M
E
N
T
Ex
.
4
0
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A
c
c
e
s
s
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t
.
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e
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e
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L
i
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e
EX
.
5
0
'
B
u
i
l
d
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n
g
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e
Ex
.
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s
m
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t
.
EX
.
.
5
'
P
a
r
k
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t
b
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k
EX.5'Parking Setback
Ex
.
S
t
o
r
m
E
s
m
'
t
.
Ex
.
F
C
S
A
E
s
m
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t
.
Ex
.
F
C
S
A
E
s
m
'
t
.
Ex
.
F
C
S
A
E
s
m
'
t
.
EX.LOT 10
75-5-10
Zoned: B-2
Use:VACANT
Ex.Storm Esm't.
75-A-111C
Zoned: B-2
Use:Auto D
e
a
l
e
r
s
h
i
p
Ex
.
F
C
S
A
E
s
m
'
t
.
Ex.15' COMMON SHARED UTILITY EASEMENT
35A
37A
80
FU
T
24
"
R
C
P
I
I
I
24
"
R
C
P
I
I
I
12
"
H
D
P
E
15
"
R
C
P
I
I
I
18" RCP III30" RCP III
Ex
.
B
.
O
.
V
Ex
.
W
.
V
.
EX.5'Parking Setback
EX.5'Parking Setback
Ex
.
8
"
W
a
t
e
r
m
a
i
n
Ba
s
e
O
n
l
y
Ex
.
C
u
r
b
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s
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a
n
d
Ex
.
C
u
r
b
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n
d
Ex
.
C
u
r
b
I
s
l
a
n
d
Ex
.
C
u
r
b
I
s
l
a
n
d
Ex.Inv.Out=716.76
THERE APPEARS TO BE A FIRE LINE AND SERVICE CONNECTION INSTALLED AT THIS LOCATION AS MARKED BY MISS UTILITY TICKET {\Fsimplex|c0;\Q0;A322001673-00A} AND FIELD LOCATED BY THIS FIRM IN SEPTEMBER OF 2013.
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
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0
0
0
7
5
5
2
Inst.#080007552
In
s
t
.
#
0
8
0
0
0
7
5
5
2
In
s
t
.
#
0
8
0
0
0
7
5
5
2
Rim=723.69
Ex
.
E
d
g
e
o
f
P
'
v
m
t
.
Base Only
Ba
s
e
O
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l
y
Ba
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e
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l
y
Base Only
TP
Ex.Storm Str.#36
Ex
.
8
"
W
a
t
e
r
m
a
i
n
Ex
.
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d
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Ex.Edge of P'vmt.
EX
.
.
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0
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.
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.
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.
EX
.
.
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a
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EX
.
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.
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.
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.
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.
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.
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EX.LOT 10
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Ex.Storm Esm't.
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.
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35A
37A
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24
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.
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Ex
.
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Ex.Inv.Out=716.76
THERE APPEARS TO BE A FIRE LINE AND SERVICE CONNECTION INSTALLED AT THIS LOCATION AS MARKED BY MISS UTILITY TICKET {\Fsimplex|c0;\Q0;A322001673-00A} AND FIELD LOCATED BY THIS FIRM IN SEPTEMBER OF 2013.
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#
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In
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Ex
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Ex
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.
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4
EX.LOT 3
75-5-3
Zoned: B-2
Use:Retail/Theater
EX
.
V
D
O
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EX
.
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.
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Ex
.
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Use:VACANT
Ex.Storm Esm't.
75-A-111C
Zoned: B-2
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.
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.
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.
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.
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Ex
.
8
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.
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b
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Ex.Inv.Out=716.76
THERE APPEARS TO BE A FIRE LINE AND SERVICE CONNECTION INSTALLED AT THIS LOCATION AS MARKED BY MISS UTILITY TICKET {\Fsimplex|c0;\Q0;A322001673-00A} AND FIELD LOCATED BY THIS FIRM IN SEPTEMBER OF 2013.
In
s
t
.
#
0
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0
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s
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.
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.
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7
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.
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Rim=723.69
Ex
.
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.
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Base Only
TP
Ex.Storm Str.#36
Ex
.
8
"
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a
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n
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.
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THERE APPEARS TO BE A FIRE LINE AND SERVICE CONNECTION INSTALLED AT THIS LOCATION AS MARKED BY MISS UTILITY TICKET {\Fsimplex|c0;\Q0;A322001673-00A} AND FIELD LOCATED BY THIS FIRM IN SEPTEMBER OF 2013.
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UTILITY
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3-4"COMMUNICAT
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13
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20
21
50
54
55
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24
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12
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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
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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.
TEMPORARY SEDIMENT TRAP
Plate 3.13-2Source: Va. DSWC
1992 3.13
COARSE AGGREGATE SHALL BE VDOT #3,#357 OR #5
**
EXCAVATE
AREA
COURSE AGGREGATE
FILTER CLOTH
DIVERSION
DIKE
LENGTH (IN FEET)=
6 X DRAINAGE AREA
(IN AC.)
CLASS I RIPRAP
OUTLET (PERSPECTIVE VIEW)
CROSS SECTION OF OUTLET
**
SEE PLATE 3.13-1*COURSE AGGREGATE
**
CLASS I RIPRAP
FILTER CLOTH
(EXCAVATED)4'MAX.
67 CU. YD/ACRE
VARIABLE1'
VARIABLE
1.0'
VARIABLE
2:
1
2:
1
*
*
*
67 CU. YD/ACRE
ORIGINAL
GROUND
ELEV.
ORIGINAL
GROUND
ELEV.
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 HOTEL LOCATED ON LOT 9 OF
KERNSTOWN COMMONS. APPROXIMATELY 2.2 ACRES WILL BE DISTURBED.
ANTICIPATED TO START CONSTRUCTION SUMMER OF 2018 AND CONCLUDE SPRING
OF 2019.
{EXISTING SITE CONDITIONS
}
THE PROJECT SITE CONSISTS OF SLOPES RANGING FROM 2 TO 33%. THE LAND CAN
BE DESCRIBED AS RANGE WITH SMALL CLUSTERS OF SHRUBS COVER.
ADJACENT AREAS
NORTH
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CapitalTristate
Electrical Distributor of Choice
2740 S. Pleasant Valley Rd.
Winchester, VA 22601
ph: 540 662 1769Fx: 540 665 0364
SPECIFICATION
PROVIDED BY:
LA
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.
CONC. APRON
SL
O
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CANE BOLTS ATTACHED
TO GATES
6" CONC. SLAB
W/ 6"X6"X10/10
WELDED WIRE
MESH
DUMPSTERS BY
OTHERS
BORE HOLES IN
CONCRETE TO
ACCEPT CANE
BOLTS FOR BOTH
OPEN AND CLOSED
POSITIONS
SL
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(2) 6"
FR
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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 12" AND 2"
FEB 09
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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
NOTES:
Gravity sewer:
1. All pipe and fittings inside manhole
shall be solvent weld SCH 40 PVC.
Forced sewer:
1. Piping to Wye shall be SDR 21.
2. Piping for drop shall be same size
as incoming sewer.
3. All pipe and fittings inside manhole
shall be solvent weld SCH 40.
stone
45° bend
boot
stainless
steel band
existing bench elevation
4'-6" minimum
MANHOLE CONNECTION
finished grade
stainless steel
concrete wedge
anchor
pressure treated
block
fill with grout
SERVICE LATERAL
-20-
MAR 17
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
wye w/ threaded
c/o cap
LI
F
E
S
A
F
E
T
Y
P
L
A
N
N/
A
1"
=
3
0
'
0'30'60'
1"=30'
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.