Storm_Water_Repair_Final_Design_(1).pdf
PDF 15 MB Posted
- Attached to
- Basewide Storm Sewer Repair Federal contract opportunity
- Solicitation number
- W91236-19-B-0007
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend_04_DLA_Basewide_Storm_Sewer.pdf | ||
| Amend_03_DLA_Basewide_Storm_Sewer_Repair.pdf | ||
| Amend_02_W9123619B0007_DLA_Basewide_Storm_Sewer.pdf | ||
| DLA_Storm_Sewer_Site_Visit.pdf | ||
| Amend_01_19-B-0007.pdf | ||
| DSCR_STORM_SEWER_V-100_V-105.pdf | ||
| Storm_Water_Repair_Final_Design(2).pdf | ||
| Contractor_Pricing_for_Pipe_Lining_Speadsheet.xlsx | XLSX spreadsheet | |
| A.07.24_-_REVISED_FINAL_DESIGN_SPECIFICATIONS_as_of_20181115.pdf | ||
| 19-B-0007_DLA_Storm_Drains.pdf |
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swaffordj melissa
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OU 3
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OU 13
OU 4
OU 12
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LEGEND
OU 1= OPEN STORAGE AREA (OSA) SOURCE AREA
OU 2= AREA 50 SOURCE AREA
OU 3= NATIONAL GUARD AREA (NGA) SOURCE AREA
OU 4= FIRE TRAINING AREA (FTA) SOURCE AREA
OU 5= ACID NEUTRALIZATION PITS (ANP) SOURCE AREA
OU 6= AREA 50/ OSA/ NGA GROUND WATER
(GROUND WATER AT AND DOWN GRADIENT FROM OUs 1,2,AND 3)
OU 7= FIRE TRAINING AREA GROUND WATER
(GROUND WATER AT AND DOWN GRADIENT FROM OU 4 AND OU 13)
OU 8= ACID NEUTRALIZATION PITS GROUND WATER
(GROUND WATER AT AND DOWN GRADIENT FROM OU 5)
OU 9= INTERIM ACTION FOR OU 6
OU 10= BUILDING 68
OU 11= TRANSITORY SHELTER 202
OU 12= BUILDING 112
OU 13= POLYCYCLIC AROMATIC HYDROCARBON (PAH) AREA
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V irg in ia
B ea ch , V
A
(7
) 4
-1
2M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-119
MATCHLINE SHEET C-106
C-113
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
2M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-120
M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-107 C-114
PL
AN
S H
EE
T
C H
LI
N
E S
H
EE
T C
-1
D
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
2M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-121
MATCHLINE SHEET C-108
MATCHLINE SHEET C-120
C-115
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
2M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-121
MATCHLINE SHEET C-109 C-116
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
MATCHLINE SHEET C-111
M
AT
C H
LI
N
E S
H
EE
T C
-1
C-117
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
2M
AT
C H
LI
N
E S
H
EE
T C
-1
M
AT
C H
LI
N
E S
H
EE
T C
-1
C-118
PL
AN
S H
EE
T
MATCHLINE SHEET C-112
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
2M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-113 C-119
PL
AN
S H
EE
T
C H
LI
N
E S
H
EE
T C
-1
D
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
MATCHLINE SHEET C-115
MATCHLINE SHEET C-122 MATCHLINE SHEET C-123
C-120
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
MATCHLINE SHEET C-116
M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-123
C-121MATCHLINE
SHEET C-115
PL
AN
S H
EE
T
C H
LI
N
E S
H
EE
T
D
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
MATCHLINE SHEET C-120
MATCHLINE SHEET C-124 MATCHLINE SHEET C-125
C-122
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
MATCHINE SHEET C-121
M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-125
MATCHLINE SHEET C-120 C-123
MATCHLINE SHEET C-126
PL
AN
S H
EE
T
C H
LI
N
E S
H
EE
T C
-1
D
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
MATCHLINE SHEET C-127
MATCHLINE SHEET C-122 C-124
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
MATCHLINE SHEET C-123
M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-128
MATCHLINE SHEET C-122 C-125
M
AT
C H
LI
N
E S
H
EE
T C
-1
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
2M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-129
MATCHLINE SHEET C-123 C-126
PL
AN
S H
EE
T
C H
LI
N
E S
H
EE
T-
D
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
MATCHLINE SHEET C-124 C-127
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
MATCHLINE SHEET C-125
M
AT
C H
LI
N
E S
H
EE
T -1
C-128
M
AT
C H
LI
N
E S
H
EE
T C
-1
PL
AN
S H
EE
T
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
R M
S E
W
ER
R
EP
AI
R
A T
W
SP
U
SA
In c.
B en di x
R oa d S ui te
V irg in ia
B ea ch , V
A
(7
) 4
-1
2M
AT
C H
LI
N
E S
H
EE
T C
-1
MATCHLINE SHEET C-126 C-129
PL
AN
S H
EE
T
G
R C P
"R
C P
"R
C P
"R
C P
"M
E
TA
L
30"RCP
10"IRON
"I
R O
N
A P P
R O
X
D
IR
APPROX. DIR.
30"RCP
30"RCP
30"RCP
"R
C P
C B
C B
C B
C B
C B
C B
C B
"R
C P
" R
CP 1
P O
N D
B R
IC
K
P A
V E
R S
G R
A V
E L
G R
A S
S
C O
N C
W A
L K
W E
IR
H E
A D
W A
L L
.5 'x
.7
O P
E N
IN
U N
D E
R
W
L K
IN
V
.8
S
P
IL
L W
A Y
IN
F
O R
M A
T
IO
O
L Y
S H
O
F
C O
R
C
R R
E
T
S
R V
E Y
P
IP
N C
R E
H
B
IS
R U
C T
U
U
L
T E
PVC Pipe
G
G
IT
N E S S
AS
IT
N
ES
S
UNKUL
30"RCP
D
IT
C H
G R
A V
E L
M P
IG
N
G U
A R
D R
A
IL
GRAVELGRAVEL
GUARDRAIL GUARDRAIL
GUARDRAIL
C O
N C
W H
E
O P
S
C O
N C
W H
E
O P
S
W O
O D
S
D
IT
C H
BOLLARDS(4)
B R
V E
R S
B R
IC
K
P A
V E
R S
G
U Y
W E
L L
R
IP
R A P
R
IP
R A P
P O
L
N
H A
N D
R A
IL
S
P
L E
GRAVE
L
S
ID
E W
A L K
.0 x
.3
W
IR
E N
H
A D
W A
D
L K
IN
V
.3
IN
V
.6
2 1 "R
C P
A P P
R O
X
D
IR
F
Y
D
TE
LE
PED.
N
O#
AS
P H
AL
T
C B
6"
OAK
M A
T C
H L
IN
E S
E E S
H E
E T C -1
C-130
LEGEND
P L
A N P
R O
F
IL
E P
O N
D O
U T F
A L L
REMOVED AND REPLACED
EXISTING PIPE TO BE
BE REMOVED AND REPLACED
EXISTING STRUCTURE TO
PROPOSED (PROFILE)
EXISTING (PROFILE)
130-1
130-2
(IF ENCOUNTERED)
REMOVE CONCRETE CAPS
Norfolk District
US Army Corps of Engineers
A
B
C
D
1 2 3 4 5
OFSHEET
C O
R
G
IN
E E
R S
N O
R F
O L
K
V
IR
G
IN
IA
N O
R F
O
T R
IC
T
D E
F E
N S
E S
U P
P L
Y C
E N
T E
R
R
IC
H M
O
O R
M S
E W
E R R
E P
A
IR
lo t s c a le
N O
R F
O
T R
IL
S P
E C
IF
IC
A T
D R
A W
N
L a s t w o r k e d o n
F il e n a m e
P R
O J E
D R
A W
D E
S
IG
N E
D
C H
E C
K E
D
S U
B M
IT
T E
D
D A
T E
S C
A L E
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N B
Y A
P P
1 2 3 4 5
A
B
C
D
NUMBER
REFERENCE
SHEET
W
D
J
O W
N
A .D
J .A .S
J .E .N
SCALE
30' 60'
A P
R
IL
(7 -1
V ir g in ia B e a c h
V A
S u it e
B e n d ix R o a d
W S
P U
S A I n c
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5080
P A
R K
T F
A L L
15" RCP
30" RCP
30" RCP
30" RCP
30" RCP
30" RCP
Existing & Proposed Grade
B
R C
H
M O
N
W E
L L
30"RCP
30"RCP
APPROX. DIR.
"RCP
NO OUTFALL FOUND
K
IN
G S L A
E E K
(A P P
R O
X
IM
A T E
L O
C A T
IO
N
G R
A V
A D
GRAVEL ROAD
GRAVEL ROAD
G R
A V
A D
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A S
S
G R
A V E L
P E R
IM
E T
A D
H E A V
O D E D
Ir r ig a ti n n tr o l
B o x in e
IRR Lin e
IRR Lin e
E O I
E O I
'C
L F
W O
O D
P
O S T S
(4
M P
N
JO
GGIN
G
TR
AIL
S
IGN
BIR
D
PERCH
N
C
ID
U O
U S
C
ID
U O
U S
INV.
OUTLE
T
.83
G R
A S
S
M W
M A
T C
H L
IN
E S
E E S
H E
E T C -1
C-131
SCALE
30' 60'
LEGEND
P L
A N P
R O
F
IL
E P
O N
D O
U T F
A L L
WETLAND LIMITS - SCRUB-SHRUB
WETLAND LIMITS - EMERGENT
REMOVED AND REPLACED
EXISTING PIPE TO BE
BE REMOVED AND REPLACED
EXISTING STRUCTURE TO
PROPOSED (PROFILE)
EXISTING (PROFILE)
131-1 131-2 131-3
131-4
131-5
30"RCP
18"RCP
18"RCP
18"
RCP
E=11,788,558.09
131-3
N=3,674,484.73
Norfolk District
US Army Corps of Engineers
A
B
C
D
1 2 3 4 5
OFSHEET
C O
R
G
IN
E E
R S
N O
R F
O L
K
V
IR
G
IN
IA
N O
R F
O
T R
IC
T
D E
F E
N S
E S
U P
P L
Y C
E N
T E
R
R
IC
H M
O
O R
M S
E W
E R R
E P
A
IR
t s c a le
N O
R F
O
T R
S P
E C
IF
IC
A T
D R
A W
N
L a r k e d o n
F il e n a m e
P R
O J E
D R
A W
D E
S
IG
N E
D
C H
E C
K E
D
S U
B M
IT
T E
D
D A
T E
S C
A L E
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N B
Y A
P P
1 2 3 4 5
A
B
C
D
NUMBER
REFERENCE
SHEET
W
D
J
O W
N
A .D
J .A .S
J .E .N
A P
R
IL
(7 -1
V ir g in ia B e a c h
V A
S u it e
B e n d ix R o a d
W S
P U
S A I n c
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
M O
D
J B
E W
30" RCP
30" RCP Req'd.
157ft
18" RCP Req'd.
200ft
18" RCP Req'd.
266ft
18" RCP Req'd.
23ft
Existing & Proposed Grade
C a t c h a s in
C a t s in
2C a t s in
I L
D I N
G
F F
E
.4
1-STY BRICK
BUILDING #T-150
FFE=116.44+/-
12"RCP
30"RCP
8"PVC
4"PVC
1-STY BRICK
BUILDING #151
FFE=115+/-
8"RCP
8"RCP
"R
C P
DIRECTION
APPROX.
12"RCP
"R
C P
"R
C P
12"RCP
"R
C P
"R
C P
499510
506507
D
IR
E C
T
IO
N
A P
P R
O X
6"PVC
U N
K N
O W
N
DIRECTION
A P P
R O
X
D
IR
E C T
IO
N
APPROX.
ASPHALT
A D
FIRE HYD.
CONCRETE SIDEWALK BOLLARDS (2)
CONCRETE SIDEWALK
CONCRETE
"R
CP
18"
INV. OUT=100
.58
8"PVC
WV
WV
WV
SIGN-ONE WAY
F.O. WIT. POST
STOP SIGN(2)
SPEED LIMIT SIGN
FIRE HYD.
BOLLARDS (4)
WVWV
SPEED LIMIT SIGN
CONCRETE SIDEWALK
P/P#641
GUY
GUY
B O
L L
A R
D S
CONC. WALL
C O
N C
PORCH
STEP
GRASS
GRASS
ELEC. HH
CONCRETE
CONCRETE
CONCRETE
C O
N C
R A
M
PO
V
E R
H A
N G
STEPS
BOLLARD
CONC.
TELE. CABINET #124
G R
A S
S
RDRD
RD
RD
RD
RD
RD
BOLLARD
RDRD
RD
RDRD
RD
RD
RD
RD
RD
RD
RD
CONCRETE
CONCRETE
ASPHALT
WV
WVMON. WELL
MON. WELL
ASPHALT
A S
P H
A L T
"P
V C
"P
V C
D
IR
E C T
IO
N A P P R
O X
8"PVC
"R
CPDIR
ECTIO
N
AP
PROX.
"R
C P
STEPS
PORCH
S
ID
E W
A L K
C O
N C
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
C H
A
IN
L
N C E
C H
A
IN
L
N C E
CONC.
M E
T
E D
BLDG.
BLOCK
T
CONCRETE RAMP
UNDER CONST.
BOLLARDS (6)
F U
N K
S T E
P S
B O
L L
A R
D S
DIESEL TANK
C O
N C
S
ID
E W
A L
K
CONC. SIDEWALK
PROPANE TANK
CONCRETE
4" P
VC
IN
V.=
4.
4" P
VC
IN
V.=
4.
4" P
VC
IN
V.=
4.
4" P
VC
IN
V.=
4.
N C
W A
L L
T E
L E
P E
D
GAZEBO
O
L L
CONC.
C O
N C
N C
W A
L L
POWER P
OLE
#F1
LIGHT POLE
NO #
POWER P
OLE
EOI
EOI
FIRE HYD.
BOLLARDS (4)
WV
RD
RDRD RDRD
F U
N K
F U
N K
F U
M P
F U
N K
AC
AC
AC
CONC.CONC.
CONC.
CONC.
S H
E D
F
D
WV
UNKNOWN TANK
ELEC. HH
B O
L L
A R
D S
B O
L L
A R
D S
B O
L L
A R
D S
B O
L L
A R
D S
F U
N K
F U
M P
GRASS
PP #640
GRAVEL
GRAVEL
GRAVEL
METAL S
HED
METAL S
HED
CONC.
METAL S
HED
CONC.
LOADING
RAMPS
MONITOR WELL, TYP.
CONTROL PANEL
UNKNOWN MANHOLE
FULL OF C
ONCRETE
SIGN
RIP-
RAP
CONC.
CONC.
LOADING
RAMPS
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
S
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
S
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
D
S
D
D
MW
MW
D
MW
D
MW
MW
MW
MW
MW
S
D
S
MW
MW
MW
D
H
MW
D
.8
.8
.8
MW
.9
.9
.9
MW
.9
.9
.0
.0
MW
NO DIG SIGN
.0
MW
.0
MW
.0
MW
MW
MW
.0
.0
.1
.1
.1
.1
MW
.1
.1
MW
MW
MW
MW
H
MW
MW
MW
MW
MW
MW
MW
.4
.4
.4
.4
.4
S
MW
S
MW
T
.4
.4
.4
FO
C-132
SCALE
30' 60'
LEGEND
P L
A N
N A
T
IO
N A
L G
U A
R D S
IT
E
CONCRETE PATCH
PROPOSED
PLUGGED AND FILLED
EXISTING PIPE TO BE ABANDONED
REMOVED AND REPLACED (AS SHOWN)
EXISTING PIPE TO BE
BE REMOVED AND REPLACED (AS SHOWN)
EXISTING STRUCTURE TO
132-12
132-7
132-6 132-8
132-1
132-2
132-3
132-4
132-5
132-9 132-10
132-11
15"RCP
"R
C P
15"RCP
"R
C P
15"RCP
R C P
RD-1
RD-2
RD-3
RD-4
RD-5
RD-6
15"RCP
"R
C P
132-13
PRIOR TO TANK RELOCATION.
A MINIMUM OF 3-DAYS
SHALL PROVIDE NOTIFICATION
CONSTRUCTION. CONTRACTOR
PROPANE TANK DURING
TEMPORALLY RELOCATE
CONTRACTOR SHALL
RIRRAP REQ'D.
91 SY OF CLASS A1
REPLACE RIPRAP.
REMOVE AND
JOINT REQ'D.
Norfolk District
US Army Corps of Engineers
A
B
C
D
1 2 3 4 5
OFSHEET
C O
R
G
IN
E E
R S
N O
R F
O L
K
V
IR
G
IN
IA
N O
R F
O
T R
IC
T
D E
F E
N S
E S
U P
P L
Y C
E N
T E
R
R
IC
H M
O
O R
M S
E W
E R R
E P
A
IR
t s c a le
N O
R F
O
T R
S P
E C
IF
IC
A T
D R
A W
N
L a r k e d o n
F il e n a m e
P R
O J E
D R
A W
D E
S
IG
N E
D
C H
E C
K E
D
S U
B M
IT
T E
D
D A
T E
S C
A L E
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N B
Y A
P P
1 2 3 4 5
A
B
C
D
NUMBER
REFERENCE
SHEET
W
D
J
O W
N
A .D
J .A .S
J .E .N
SCALE
30' 60'
A P
R
IL
(7 -1
V ir g in ia B e a c h
V A
S u it e
B e n d ix R o a d
W S
P U
S A I n c
LEGEND
C-133
PROPOSED (PROFILE)
EXISTING (PROFILE)
P R
O F
IL
E N
A T
IO
N A
L G
U A
R D S
IT
E
15" RCP Req'd.
92ft
15" RCP Req'd.
27ft 15" RCP Req'd.
27ft
15" RCP Req'd.
93ft 15" RCP Req'd.
52ft 15" RCP Req'd.
12ft
18" RCP
15" RCP
Existing Grade
Proposed Grade
Existing Grade
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
15" RCP REQ'D.
34ft
T r e n r a in
C a t s in
C a t s in
C a t s in
C a t s in
C a t s in
D o u b le t s in
O U
T F
A L LDrain
Trench
6"
Norfolk District
US Army Corps of Engineers
A
B
C
D
1 2 3 4 5
OFSHEET
C O
R
G
IN
E E
R S
N O
R F
O L
K
V
IR
G
IN
IA
N O
R F
O
T R
IC
T
D E
F E
N S
E S
U P
P L
Y C
E N
T E
R
R
IC
H M
O
O R
M S
E W
E R R
E P
A
IR
t s c a le
N O
R F
O
T R
S P
E C
IF
IC
A T
D R
A W
N
L a r k e d o n
F il e n a m e
P R
O J E
D R
A W
D E
S
IG
N E
D
C H
E C
K E
D
S U
B M
IT
T E
D
D A
T E
S C
A L E
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N B
Y A
P P
1 2 3 4 5
A
B
C
D
NUMBER
REFERENCE
SHEET
W
D
J
O W
N
A .D
J .A .S
J .E .N
SCALE
30' 60'
A P
R
IL
(7 -1
V ir g in ia B e a c h
V A
S u it e
B e n d ix R o a d
W S
P U
S A I n c .In v
.2
In v
.6
In v
.3
12" RCP
12" RCP Req'd.
24ft
Existing Grade
Proposed Grade
0+00 0+50 1+00
C1
C3
A1 A3 A4
D
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
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B ea ch , V
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CU-501
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C1 C3 C4
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A3
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R , R
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H
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ST
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C
IV
IL
D
ET
AI
LS
C1
C4
A1
B2B1
A4
D
EF
EN
SE
S
U
PP
LY
C
EN
TE
R , R
IC
H
M O
N D
ST
O
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W
ER
R
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A T
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In c.
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CU-503
C
IV
IL
D
ET
AI
LS
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