15B0011-DWGS-RTA.pdf
PDF 29 MB Posted
- Solicitation number
- W912BU-15-B-0011
About this file
Drawings
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
X-1011
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
1 a
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
SCALE IN FEET
20 4010
SCALE:1
DEMOLITION PLAN - DELAWARE CITY BRIDGE
AS SHOWN
O
L I C
I T
A T
I O
N
N
U M
B E
R
F I L E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE IN FEET
20 4010
SCALE:2
PLAN - STEEL SHEETPILE WALL
AS SHOWN
SCALE IN FEET
5 102.5
SCALE:3
PLAN - STEEL SHEETPILE WALL
AS SHOWN
SCALE IN FEET
5 102.5
SCALE:1
PLAN - STA. 1+93 TO STA. 5+50
O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
Y
SCALE:1
PLAN - GRADING
AS SHOWN
SCALE IN FEET
10 205
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
SCALE=1
PLAN - JOINT PLAN - WEST APPROACH
AS SHOWN SCALE=2
PLAN - JOINT PLAN - EAST APPROACH
AS SHOWN
SCALE IN FEET
5 102.5
SCALE=3
PLAN - JOINT PLAN - EAST TIE IN
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
SCALE IN FEET
10 205
SCALE=1
PLAN - EROSION AND SEDIMENT CONTROL
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
SCALE IN FEET
20 4010H
0 4 82V
SCALE:1
PROFILE - STA. 2+28.49 TO STA. 5+50
STA. 1+93 RT. TO STA. 2+07 RT.
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
SCALE:3
TYPICAL SECTION - STA. 2+50.49 TO STA. 4+28.07
AS SHOWN
SCALE IN FEET
3 61.5
SCALE IN FEET
3 61.5
SCALE:2
TYPICAL SECTION - STA. 2+36.49 TO STA. 2+50.49
AS SHOWNSCALE:1
TYPICAL SECTION - STA. 1+93 RT. TO STA. 2+36.49 RT.
AS SHOWN
SCALE IN FEET
3 61.5
SCALE:5
TYPICAL SECTION - STA. 4+42.07 TO STA. 5+50±
AS SHOWN
SCALE IN FEET
3 61.5
SCALE:4
TYPICAL SECTION - STA. 4+28.07 TO STA. 4+42.07
AS SHOWN
3 61.5
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
5 102.5
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
5 102.5
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
SCALE: NTS
DETAIL - PAVEMENT STRIPING PLAN
SCALE:1
DETAIL - RIPRAP SLOPE PROTECTION
AS SHOWN
SCALE IN FEET
5 102.5
SCALE IN FEET
3 61.5
SCALE:3
DETAIL - UNDERDRAIN CONNECTION TO EXISTING INLET
AS SHOWN
SCALE IN FEET
3 61.5
SCALE:6
DETAIL - OVERHEAD SCUPPER DRAIN WITH BOLTED GRATE
AS SHOWN
SCALE IN FEET
1 2.5
SCALE:4
DETAIL - SHEETPILE WALL - STA. 2+42± LT. TO STA. 2+60± LT.
AS SHOWN SCALE:5
DETAIL - SHEETPILE WALL - STA. 4+16± LT. TO STA. 4+23± LT.
AS SHOWN
3 61.5
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
SCALE=1
SECTION - NEW TO NEW PAVEMENT TRANSITIONS (BOTH SIDES)
NTS
SCALE=2
SECTION - NEW TO EXISTING PAVEMENT TRANSITIONS (WEST SIDE)
NTS
SCALE=3
DETAIL - CONTRACTION JOINT - TIED LONGITUDINAL FOR REINFORCED CONCRETE
NTS SCALE=5
DETAIL - CONTRACTION JOINT - SILICONE SEALANT
NTS
SCALE=7
DETAIL - PVC DRAIN PIPE OUTLET
NTS
SCALE=9
SECTION - NEW TO EXISTING PAVEMENT TRANSITIONS (EAST SIDE)
NTS
SCALE=4
DETAIL - CONTRACTION JOINT - TRANSVERSE FOR REINFORCED CONCRETE
NTS
SCALE=6
DETAIL - EXPANSION JOINT - SILICONE SEALANT
NTS SCALE=8
DETAIL - EXPANSTION JOINT FOR REINFORCED CONCRETE
NTS
O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
1 2 3 4 5
R E
V I E
W E
D
B
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
Y
SCALE: 1" = 20'1
BORING LOCATION PLAN
SCALE: 1" = 1'
CJ-50 BORING LOG
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
1 2 3 4 5
R E
V
IE
W E
D B
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
SCALE:
VIEW NAME
X/X":1'-0"
X-101
X-101
1 a
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
S -0
.d w g
- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
D
-1
D E
M O
LI
TI
O N
P
LA
N .d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
SCALE:
DEMOLITION PLAN
1 3/16" = 1'-0"
SD-301
SD-201
SD-301
SD-201
SD-301
SD-301
SD-301
J
U
LY
-2
D E
M O
LI
TI
O N
E
LE
V A
TI
O
N S
.d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
SCALE:
DEMOLITION ELEVATION
3/16" = 1'-0"
SCALE:
DEMOLITION ELEVATION
3/16" = 1'-0"
J
U
LY
SD-301
SD-301
SD-301
SD-301
SD-301
SD-301
SD-301
SD-301
SD-301
SD-301
SD-301
SD-301
SD-301
SD-301
-3
D E
M O
LI
TI
O N
S E
C
TI
O N
S .d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
SCALE:
SECTION AT WEST ABUTMENT
1 3/16" = 1'-0"
SCALE:
BRIDGE CROSS-SECTION
3/16" = 1'-0"
SCALE:
SECTION AT EAST ABUTMENT
2 3/16" = 1'-0"
SCALE:
SECTION AT END OF APPROACH SLAB
3/16" = 1'-0" SCALE:
SECTION AT APPROACH SLAB
3/16" = 1'-0"
J
U
LY
-1
G
E N
E R
A L
P
LA
N A
N D
S E
C
TI
O N
S .d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
SCALE:
GENERAL PLAN
1/8" = 1'-0"
SCALE:
LONGITUDINAL SECTION
1/8" = 1'-0"
S-101
J
U
LY
S-301
S-301
-3
B
R
ID
G E
T R
A N
S V
E R
S E
S E
C
TI
O N
S .d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
BRIDGE TRANSVERSE SECTION (NEAR EAST ABUTMENT)
1 1/2" = 1'-0"
SCALE:
BRIDGE TRANSVERSE SECTION (MIDSPAN)
2 1/2" = 1'-0"
S-502
S -5
F
O U
N D
P
LA
N
P
IL
E D
E
TA
IL
S
.d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
WEST ABUTMENT FOOTING PLAN
1 1/4" = 1'-0" SCALE:
EAST ABUTMENT FOOTING PLAN
2 1/4" = 1'-0"
SCALE:
CONCRETE-FILLED STEEL PIPE PILE
1" = 1'-0"
-5
S
H E
E T
P
IL
E D
E
TA
IL
S
.d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
SHEET PILE CONNECTION TO BACKWALL
1 1" = 1'-0" SCALE:
SHEET PILE TO BACKWALL VIEW
2 1" = 1'-0"
SCALE:
SHEET PILE CONNTECTION DETAIL
3" = 1'-0" SCALE:
SHEET PILE CAP DETAIL
1" = 1'-0"
SCALE:
WALL CAP AT EXISTING CONC. WALL
3 1" = 1'-0"
S-502
S-502
W
E S
T
A
B U
T M
E N
T
D
E T
A I L S d w g
I F
B
W
B
U B
I N
L A
W
T
E R
W A
Y
D
E L A
W A
R
I V
T
O
C H
E S
A P
E A
K
B
Y
D
E L A
W A
M
R
Y L
A N
D
US Army Corps of Engineers
Philadelphia District
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
U S
A
R M
Y
C
O R
P
F
E
N G
I N
E E
R S
P H
I L
A D
E L
P H
S
T R
I C
T
P H
I L
A D
E L
P H
I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
SHEET NUMBER
w w w n a p u s a c e a r m y m i l
J U
SCALE:
WEST ABUTMENT PLAN
1 3/8" = 1'-0"
SCALE:
WEST ABUTMENT ELEVATION
2 3/8" = 1'-0"
SCALE:
SECTION THROUGH PILES
3 1/2" = 1'-0" SCALE:
SECTION BETWEEN PILES
4 1/2" = 1'-0"
S-503
S-503
S-503
SCALE:
EXPANSION BEARING AT WEST ABUTMENT
5 1" = 1'-0"
E
A S
T
A
B U
T M
E N
T
D
E T
A I L S d w g
I F
B
W
B
U B
I N
L A
T
E R
W A
Y
D
E L A
W A
V
C H
E S
A P
E A
Y
D
E L A
W A
R
Y L
A N
D
US Army Corps of Engineers
Philadelphia District
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L
A D
E L
P H
S
T R
I C
T
P H
I L
A D
E L
P H
I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
SHEET NUMBER
w w w n a p u s a c e a r m y m i l
J U
SCALE:
EAST ABUTMENT PLAN
3/8" = 1'-0"
SCALE:
EAST ABUTMENT ELEAVTION
3/8" = 1'-0"
SCALE:
SECTION BETWEEN PILES
1/2" = 1'-0"SCALE:
SECTION THROUGH PILES
1/2" = 1'-0"
S-504
S-504
S-504
SCALE:
FIXED BEARING AT EAST ABUTMENT
D
E C
K E
LE
V
A N
D B
E A
R
IN
G D
E
TA
IL
S
.d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
ANCHOR ROD DETAIL
1 1/2" = 1'-0"
SCALE:
GUIDED EXPANSION BEARING DETAIL
2 1 1/2" = 1'-0" SCALE:
FIXED BEARING DETAIL
3 1 1/2" = 1'-0"
SCALE:
DECK FORM ELEVATION PLAN
1 1/8" = 1'-0"
F
R A
M
IN
G P
LA
N
A N
D G
IR
D
E R
E L.
dw g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
FRAMING PLAN
1/8" = 1'-0"
SCALE:
GIRDER ELEVATION - GIRDERS G1 THRU G6
2 NOT TO SCALE
SCALE:
SHOP WEB SPLICE (OPTIONAL)
NOT TO SCALE
SCALE:
SHEAR STUD DETAIL
3 1 1/2" = 1'-0"
D
E
TA
IL
S
.d w g-- IF B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
WELD DETAIL
3" = 1'-0" SCALE:
BEARING STIFFENER DETAIL
1" = 1'-0"SCALE:
CONNECTION DETAIL
1" = 1'-0"
SCALE:
END CROSSFRAME DETAIL - TYPE D1
1 1" = 1'-0"
SCALE:
INTERMEDIATE CROSSFRAME DETAIL - TYPE D2 & D3
C
A M
B E
R D
IA
G
R A
M
S P
IC
E
D E
TA
IL
.d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
CAMBER DIAGRAM
3 NOT TO SCALESCALE:
SECTION AT SPLICE
2 1" = 1'-0"SCALE:
ALTERNATE TOP FLANGE SPLICE
1 1" = 1'-0"
SCALE:
ALTERNATE BOTTOM FLANGE SPLICE
5 1" = 1'-0"
SCALE:
ALTERNATE WEB SPLICE
1" = 1'-0"
(IN INCHES)
S-508
S-508
S-508
S-513
S-513
S-509
S -5
D
E C
K P
LA
N
A N
D S
E C
TI
O
N .d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
DECK AND APPROACH SLAB REINFORCEMENT PLAN
3/16" = 1'-0"
SCALE:
DECK CROSS SECTION
2 1/2" = 1'-0"
S-509
S-513
S-513
S-5101
S-510
SCALE:
BRACING DETAIL AT DRAIN-PIPE
3 1 1/2" = 1'-0"
S-511
S-510
S-510
S-510
S-510
S -5
D
E C
K D
E
TA
IL
S
.d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
STRIP SEAL DETAIL AT EXPANSION END
2 1 1/2" = 1'-0"
SCALE:
EXTRUSION SCHEMATIC
3" = 1'-0"
SCALE:
EXPANSION JOINT DETAIL
5 3" = 1'-0" SCALE:
JOINT AT FIXED END
6 1 1/2" = 1'-0"
SCALE:
WEST APPROACH SLAB SECTION
1 1/2" = 1'-0"
SCALE:
EAST APPROACH SLAB SECTION
3 1/2" = 1'-0"
D
E C
K D
E
TA
IL
S
.d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
DECK POURING SEQUENCE
4 1/16" = 1'-0" SCALE:
STAY-IN-PLACE FORM DETAIL
5 1" = 1'-0"
SCALE:
HAUNCH REINFORCEMENT DETAIL
3 1" = 1'-0"
SCALE:
CONSTRUCTION JOINT DETAIL
3" = 1'-0"SCALE:
EXPANSION JOINT ELEVATION
1/2" = 1'-0"
R A
P E
T
E
L E
V A
T I O
T
A I L d w g
I F
B
W
B
U B
I N
L A
T
E R
W A
Y
D
E L A
W A
V
C H
E S
A P
E A
Y
D
E L A
W A
R
Y L
A N
D
US Army Corps of Engineers
Philadelphia District
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D
2 3
C
4 5
A
B
I S
S U
E R
E L E
A S
E
D
A T
E
P R
O J
N
U M
B E
R
D W
G
S
I Z
E
D W
G
S
C A
L E
C
O N
T R
A C
T
N
U M
B E
R
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P H
I L
A D
E L
P H
S
T R
I C
T
P H
I L
A D
E L
P H
I A
P
A
1 2 3 4 5
R E
V I E
W E
D
B
Y
SHEET NUMBER
w w w n a p u s a c e a r m y m i l
J U
SCALE:
END RAILING ELEVATION
1" = 1'-0"
SCALE:
BRIDGE RAILING ELEVATION
1 3/8" = 1'-0"
SCALE:
INTERIOR BRIDGE RAILING TERMINAL END ELEVATION
1" = 1'-0"
SCALE:
TRANSITION WALL SECTION AT PEDESTRIAN RAILING
2 1" = 1'-0"
SCALE:
TRANSITION WALL SECTION AT BRIDGE RAILING
3 1" = 1'-0" SCALE:
TERMINAL END SECTION
4 1" = 1'-0"
S-512
S-512
S-512
P
A R
A P
E T
D E
TA
IL
S .d w g
-- IF
B
W
2B U
-1 5-
B -0
IN
LA
N D
W A
TE
R
W A
Y D
E
LA
W A
R E
R
IV
E R
T O
C H
E S
A P
E A
K E
B A
Y , D
E
LA
W A
R E
M
A R
Y
LA
N D
US Army Corps of Engineers
Philadelphia District
S O
LI
C
IT
A
TI
O
N N
U M
B E
R
FI
LE
N A
M E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
IS
S
U E
/R E
LE
A
S E
D A
TE
P R
O J.
N U
M B
E R
D W
G . S
IZ
E
D W
G S
C A
LE
C O
N
TR
A C
T N
U M
B E
R
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S P
H
IL
A D
E
LP
H
IA
D
IS
TR
IC
T P
H
IL
A D
E
LP
H
IA
, P A
-3
1 2 3 4 5
R E
V
IE
W E
D B
Y
SHEET NUMBER
w w w .n ap .u sa ce
.a rm y.
m il
J
U
LY
SCALE:
PARAPET SECTION WITH SIDEWALK
1 1" = 1'-0" SCALE:
PARAPET SECTION WITHOUT SIDEWALK
2 1" = 1'-0"
SCALE:
V-GROOVE
3 3" = 1'-0"
SCALE:
RUSTICATION DETAIL
3" = 1'-0"
SCALE:
POST DETAILS
5 1 1/2" = 1'-0" SCALE:
STANDARD SPLICE DETAIL
6 1 1/2" = 1'-0"
SCALE:
STANDARD SLEEVE DETAIL
8 1 1/2" = 1'-0"
SCALE:
STUD BOLT DETAIL
1 1/2" = 1'-0"
FOR REFERENCE ONLY
TOTAL SHTS.
CONTRACT
COUNTY
NEW CASTLE
DESIGNED BY:
CHECKED BY:
SHEET NO.
NOT TO SCALE
Augustine Creek Marsh
CARAVEL
ACADEMY
RED LION
CHRISTIAN
ACADEMY
GUNNING
BEDFORD MS
CEDAR
LANE ES
DELAWARE
CITY ES
SOUTHERN
E.S.
LIGHTHOUSE
REAR RANGE
LISTON
LIGHTHOUSE
LISTON
FRONT RANGE
ALFRED G. WATERS MS
ST. GEORGES
TECHNICAL HS
CONRAIL
PEA
PATC
H
ISLA
N
D
EW
C
S
TL
E A V
E SU
SSEX
A V E
K
EN
T
A V E
W
IL
M
IN
G
TO
N A V E
LA
DELAW
ARE AVE
C
KAN
M ANANGAHA
A
REED Y ISLAN D
N EC K
WAGONWHEEL DR
R D
C A
N A
L
E R S
PO
W
N O
R F
O L K
S
O U
T H
E R
N
C
IC
E R
O C
R O
S S
IN
G P
Y T H
A G
P A
T H
S O
C R
A T E S
O R
A S
JANET CT
D A
N E
C T
DETOUR PLAN
DE Rt. 9 at
Reedy Point Bridge
ROAD NO.
MFR
ASW
DETOUR
END
CLOSED
DETOURDETOUR
DETOUR
AHEAD
DETOUR
500 FT
DETOUR
1000 FT
BA C
ED F
HG I
KJ L
NM O
QP R
S T
E
A
A
C
A
A
E
U
B F
A
A
C
C
T R N
J
H
I
Q S C
U
L
K
A
C
U C
A
AB
E
C
A C
U
A F
U
CC
U
Q S
FOLLOW
DETOUR
CLOSED at Reedy Point
Bridge
U
48"
REEDY
POINT
BRIDGE
STARTING
XX/XX/XX
REEDY
POINT
BRIDGE
CLOSED
FOLLOW
DETOUR
N2
REEDY POINT BRIDGE
PAINTING PROJECT
U
A
U
B
A
U L
I
BRIDGE
BRIDGE
CLOSED
AHEAD
BRIDGE
CLOSED
1000 FT
BRIDGE
CLOSED
500 FT
U
B
U
A
DELAWARE
DEPARTMENT OF TRANSPORTATION
ADDENDUM / REVISIONS
SPECIAL SIGNS
PRIOR TO DETOUR
DURING DETOUR
PRIOR TO DETOUR
DURING DETOUR
CMS-3
CMS-2
CMS-1
CMS-2
USE ALT
XXXXXXXX
XXXXXXXX XXXXXXXX
XXXXXXXX
XXXXXXXX XXXXXXXX
RECOMMENDED DATE: DATE: DATE:RECOMMENDED DATE:RECOMMENDED DATE:
APPROVED
TRAFFIC ENGINEER
APPROVED CHIEF
SAFETY OFFICER
GENERAL NOTES
1. ALL DETOUR SIGNING INCLUDING, TRAILBLAZERS, ARE TO BE SUPPLIED AND
MAINTAINED BY THE GENERAL CONTRACTOR IN COMPLIANCE TO THE DE MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES.
2. THE CONTRACTOR SHALL COMPLY WITH GUIDELINES IN "THE DELAWARE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (DE- MUTCD PART 6)
FOR LIGHTS, BARRICADES AND SIGNS.(AS PER LATEST REVISION)
3. FIELD CONDITIONS MAY DICTATE CHANGES AT SOME TIME DURING THE LIFE
OF THE CONTRACT. IN THE EVENT OF OMISSIONS OR CORRECTIONS, THE
SIGNING PROVISIONS OF THE DELAWARE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES WILL PREVAIL.
4. SIGNS J THROUGH L AND P THROUGH R ,THE WORD (ROAD) SHOULD BE CHANGED
TO RAMP, R/R OR BRIDGE WHERE APPLICABLE.
5. WARNING SIGNS SHOULD BE MOUNTED ON BREAKAWAY POSTS AND
HAVE RETROREFLECTIVE FLUORESCENT SHEETING.
6. "S" BARRICADES SHALL COMPLETELY RUN THE FULL WIDTH OF ROADWAY.
7. BARRICADES SHALL BE A MINIMUM OF 6 FEET WIDE UNLESS DIRECTED BY
THE ENGINEER.
LEGENDCHANGEABLE MESSAGE BOARDS
(10 DAYS PRIOR TO BEGINNING OF DETOUR)
(10 DAYS PRIOR TO BEGINNING OF DETOUR)
TXXXXXXXXX
CANAL WILDLIFE AREA
CANAL WILDLIFE AREA
CANAL WILDLIFE AREA
WILDLIFE
AREA
AUGUSTINE
AUGUSTINE WILDLIFE AREA
AUGUSTINE
CANAL WILDLIFE AREA
WILDLIFE
AREA
CANAL WILDLIFE AREA
STATE PARK
FORT DUPONT
CANAL WILDLIFE AREA
FORT DELAWARE
STATE PARK
GOVERNOR BACON
HEALTH CENTER
SILVER RUN
TRACT
/ FAELLA TRACTWARREN
Light
Light
R E E
IS
LA
IK
E
REYBOLD COVE
N o rth
D r a in
B r a n c h C a n a l
R ed
Lion
C re ek
D ol l
R u n
Lums
Pond
Creek
Dragon
Creek
CHESAPEAKE &
DELAWARE
CANAL
Crystal
R u n
Jo y
R u n
CHESAPEAKE &
DELAWARE
CANAL
S co tt
R u n
S c o tt
Run
Sc ot t
R u n
A ug us ti ne
C re ek
Shallcross Lak e Silver
Run
Ce da r
Cr eek
Dragon
Creek
Creek
D ra g on
S t.
G eorg es
C reek
Th ou sa nd
Ac re
Swa mp
C it y
D e la w a r e
CHESAPEAKE &
DELAWARE CANAL
Augustine C reek
Augustin e
Creek
BAY VIEW BEACHDIEHL CORNER
BELTS RD
N E
W
R D
GREYLAG
GREAT OAK FARMS
SILVER RUN
RU
TH
D R
C A
TH
Y C T
COMM O
D
O R E
D R
WHITE
OAK DR
G R E A T
O
A K
D
R
ACORN
DR
E M
E R S
34B
34H
34C
412A
B
35A
CRYSTAL RUN FARM
RUN
D R
LE
N
N O
X
D
R
AIRMONT ACRES
GAM’S CREST
STEWARTS LA
N O
EL D
R
BIG
GS
LA
FIDDLERS BRIDGE
DUTCH NECK FARMS
PINE VALLEY FARMS
D U
TC
H
EC
K
R D
TU
LIP
C
T
WHITE PINE DR
LO
B
LO
LL
Y
LA
P
IN
V
L L
SHENANDOAH
B U
C K
JE
R
SE
Y R D
LITTLE JERSEY
R
LI
LUMS POND ESTS. II
C U
LL
KIRKW
O
O D
ST G
EO
RG
ES RD
M C
C O
Y
R D
COXS NECK RD
BIRDS CORNER
ST GEORGES
34E
34F
34D
34E
CENTER ST
LO
RE
W O
O D
GRO
VE
RD
PERCHERON DR
SUFFOLK DR
B E
LI
G
C
LY
D
ES
D A
LE
D
R
H
ACKN
EY
D R
BLVD
SU
FFO
LK
LD
IR
K W
O O
D R D
B
EL
L S T
EV
A N S
ST
JA
C
KS
O N
ST
DRAG
O
N
RUN
DR
N
KLIN
E ST
TAYLO
R
ST
LO
V
ER
S
LA
DRAGON RUN TERRACE
TP
C O
N N
EL
L
SU
N
N Y
SI
D E
LA
WILLIAMSBURG
WRANGLE HILL RD
WRANGLE HILL
RD
L O
W
EDGEWOOD
CLIFTON
P O
N D
E R
O S
A
LONGLEAF
HEMLOCK
SHELLBARK
DR
DR
DR
LA
D R
D R
L A
R A
M
IE
PO
RT
ER
R
D
WOODS
HICKORY
WOODS
H
IC
K O
R Y
D R
C A
R O
L
A
N N
C A
R O
L
IN
E
VALERIE
K
IM
M
IE
CT
CT
CT
TAMMIE
DR
SHAGBARK
CHRISSY
E M
E
IA
ANNA
D O
N N
A
D O
R O
T H
Y
DEBRA D
R
A
LE
PH
DR
A V E
W
RANGLE HILL RD
C T
C T
D R
CLAY ACRES
C T
CARAVEL DR
W O
O
DDR
LA
U
EN
W A
LLS
W
AY
R
ED
LI
UPPER TWIN LA
LOWER TWIN LA
RD
R D
R
IV
E R
R
D
REYBOLD
B E A
R
C
O R B
IT
T
R
D
HICKORY WOODS
DELAWARE CITY
2A
422A
BIDDLE POINT
BRIAR POINT
ICE HOUSE POINT
SHINGLE LANDING
THOWRNTOWN
FAR
M
LA
T E X A S
L A
LI
B E R T Y
S T
MARKET ST
C O
N G
R E S S
S T
D U
TC
EC
K
R D
COX N
EC
K
RD
M A
D
IS
O N
S T
M O
N
RO
E
ST
M A D
IS
O N
ST
JE
FF
ER
SO
N
ST
A D
A M S
ST
H A
M
IL
TO
N
ST
B A
Y A R D
S T
FR
A N
K
LI
N
S T
FO
U
RTH
TH
IRD
H
EN
RY
SEC
O
N D
W
ILLIA
M
FRO
N T
ST
ST
ST
ST
ST
ST
CLOVER CIR
CLEAVER RD
S . R
E E D
Y
P O
IN
T
R
D
PORT PENN RD
PORT PENN RD
PORT PENN RD
SU
M
M
IT B
R
ID
G E R
D
BO
YD
S C O
RN
ER RD
BOYDS CORNER RD
A
IR
M O
N T
BEECH
LA
D U
P O
N T
P A
R K
W A
Y
S U
M M
IT
B R
ID
G E
LO
RE
W O
G
RO
VE
R
D
H
YETTS C
O
RN
ER RD
JA
M
IS
R N
E R
R
D
R A T
LE
D G
E
R
D
TH
O
R N
TO
PO
LE
B
RI
DGE
RD
A U
G U
S T
IN
E
R D
S T
BAYVIE
W RD
GREYL
AG R
D
C
ED
A R
LA
N E
R D
H O
P E
D
RFO
X
LA
P H
E A S A
N T
D R
MOUNT HOPE
VERONICA
LANE
PINEWOODS
P
IN
E W
O O
D S
EMPOLI
GENOA
P A
L E R
M O
M
IL
A N
O
TIRANO
D O
G W
O O
D
WILL
OW
W A T E R L
IL
L Y
H O
L L Y
DR.
SUMMIT
POND
GRANDE VIEW
FARMS
BU
LL
M
IL
F O
MAUREEN DR
W
EL
LI
N
G
TO
N
WAY
R U
N
CHASE CIR
P L
P E O
P L E S
B L V
D M
C M
A H
M A
R
JO
R
IE
C
T
HONORA DR
H E
A G
YC
T
R O
B E R T
DR
G R
A N
G E R
DR
CHEYE
NNE
CARY
VALE DR
L A
B R
IG
H T H
A M
CTNEW
TO
N
D R
CT
SANDS
C T
S T A
N D
IS
H
MANCHESTER
WAY
C T
PR
ES
TO
N
CT
YORKSH
IRE
MISTY VALE DR
CT
D R
B L U
R
U C
E
DR
BRISTLE CONE
PINION PL
DR
PIN
E
SUGAR PINE DR
C L
IF
T O
N D
R
SYLVIA
CT
C T
C T
D R
D R
LA
MABEL
D A
W N
ELSIE
H A
R B
O R
L A
F A
U S E
W
RANGLE HILL RD
ACRES
EVERGREEN B
L U
E B
IR
D
H A
V E N
MANOR
ST
CO
CO
A CAY LA
BE
AS
TO
N
RD
P O
LK
TO
W N
P
LA
C E
TOLL PLAZA
5C
C
LA
R K S
C O
R N
ER
R D
BAYVIEW RD
E. BRADFORD CT
W. BRA
DFORD CT
FIFTH
ST
L A
C T
LA
C T
C T
L A
CT
HOLLY
JE
F F E R
H
O
LLA
HYBRIDGE
V E
C O
A
H
IC
K O
R Y
HICKORY
N E
CT
CHESTNUT GROVE
WAY
CEDARSHAKE
C H
E S T N
U T
406A
LA
C T
C T
D A V
IS JO
Y
O
M
APLE
C T
R O
B
IN
S O
N
CARAVEL
FARMS
PARKWAY
DR
O
W
LA
M O
Y
W . M
O
ER
N S
TO
N E
DR
MANGUM
O A
KW
O O
D BLVD
DR
HANNUM
C T
LE
W
IS
22C
D R S.
D
RAG
O N
RU
N
YORK FARMS
HUNTERS RUN
C O
RN
W
ELL D
R
C T
Y O
R K
SH
IR
E
WALES CIR
RU
N
H U
N
TERS
TRO
PH
Y W A Y
CIR
BISO
N
C
IR
C O
L T
W A Y
LY
N
X
C
IR
LIO
N
B R
ID
LE
W
AY
W A Y
PO
W
D
ER
W A Y
D E C
O Y
C
IR
C U
B W A Y
JA
V
ELIN
W A Y
ARRO
W
W A Y
SN
A
RES
W A Y
G A
LL
O P
KIT
CIR
D E L
L A
W S
R
D
LA
MEADOW
CREST
C
LA
RK
S
C O
RN
ER
R
D
D
EL
A W
A
RE
ST
ST
C H U
RC
H
C T
E M
E R
ID
G E
D
R
W A Y
BRIG
H
TO
N
CHANDELEUR
WOODS
W
IL
L
IA
M E T
NIOBRARA LA
CT
SUWANNEE
D
R
C H
A T T A
H O
O C
H E E
COLTON
MEADOWS
C O
B B L E S T O
N E
D R
LA
S U
M M
E R F
IE
L D
C T
C A
R R
IN
G T O
N
C T
A
C R E S T P
O
IN
T
C T
D A L T O
N
CARAVEL
COVE
W
IL
L
IA
M E T
C A
RLO
TTA
C A
RLO
TTA
CANAL STATION
S H
E A T S
LA
JO
HN
RAN
DAL DR
LA
U
R E
LW
O O
D
D R
BE
N
JA
M
IN
C T
N A T H
A N
R O
B E R T S
C T
G A
L L A
T
IN SHEATS
LA
C T
G
LE
N W
O O
D
D R
BREAKW
ATER
CUMPLES WOODS
BOYDS CORNER
MOUNT PLEASANT
BIDDLES CORNER
K O
R E
T E R
A N
S
ST
BRO
A D
ST
M A
IN
GINA
DR
CLARKS CORNER
13 7
KIRKWOOD
AUGUSTINE BEACH
SAINT AUGUSTINE LANDING
AUGUSTINE
CREEK
CT
B
LV
D
C T
D O
V E
C T
H E A T H
E R F
IE
LD
PORT PENN
C
LI
N
TO
CT
JOANNE
DR
RICE
D R
S
TE
F F
IE
DR
PHILIP
CT
G E O
R G
E
DR
M A
T T H
C H
E R
Y L
DR
RICE
MCDONOUGH
VIRG
IN
IA
DR
S T E P H
E N
C T
C A
N A
L
S T
POOLS
BOTTOM
C A
T H
E R
IN
E
MARINERS
WATCH
EMERALD
RIDGE
L U
M S
P O
N D
R D
LUMS POND ESTS. III
CT W.
PEACE
PEACE
CT E.
V
IR
T U
E
B L V
D
CT W.
CT E
HOPE
HOPE
JO
Y
C
T
JOY CT
M A
T B E
D
R
R E E D Y I S L A N D N E C K
ALFRED E.
BRENNAN SUBDIVISION
JAMISONS
CORNER
SUGAR
DR
PINE
VANDEGRIFT
G
REYBU
LL
D R
FIELDSTONE
CROSSING
D R
D R
L A
B O
X W
O O
D
PIN O
AK
DR
PO
LE
BRID
GE R
D
C
ED
A R
C T
D R
W H
IT
E
B A
R K
D R
E M
E R A
LD
EM
ER
A
LD
D R
RID
G E
LOBLOLLY LA
FOXTAILCIR
D U T
C H
N
ET
H
ER
LA
N
O A
K
LE
A F
D R
2ND
ST
C T
N E
W B
U R
Y
ASBURY
CHASE
FO
XH
O U
T
R E D
F
X
V
IX
E N
L A
F
X
U
N T
N. FOX CIR
S. FOX CIR
D R
ANGELOLY
N
NC
T
S U
N S
H
IN
E
L A
SHARON
CT
ET
H
EL
CT
W
IN
DM
ILL W
AY
HOWELL SCHOOL RD
LOREWOOD
GROVE
LA
BRIERLY
C O
P P
LE
S
LA
S T A
R B
O A
C T
S
TE
W A R D S
CAPTAINS
C T
PO
RT
SI
D E
M A
R
IN
E R S
C T
KIRKWOOD
KNOLL
CT
HAWORTH
C T
W
ILS
O
NB
LV
D
TREET
OP
HAZEL
LA
POND
DR
A M
A N
D A
A M
A N
D A
CIR
HAYSTACKLA
D R
RD
SILO
DR
H E A T S H
E A F
W
MOUNT
PLEASANT T. P.
FARMS EAST
TAMI TRAIL
O
LD
STAG
E
C O
AC
H
RD
LA
N
D
VI
EW
C T
DR
K
BA
ERFIELD
H A
RBO
R
ST
ED
LI
LA
JU
LI
A N
CT
W
ALN
U T
CT
DOGWOOD
AR DRPE
D R
B L V
D
DR
D R
B L V
D
W H
IT
E B
IR
C H
BLU
E SPRU
RCRABAPPLEDR
PLSUMMIT
HARBOR
C
IR
PO
IN
TE
SUMM IT
RD
GHT
G E
BARB’S FARM
E A S T
H A
R V E S T
S
D
U P O
N T
H W
Y
S
D
U P O
N T
H
W Y
PL
SO
LO
M O
N
SH
A
LL
C R O
SS
L
A K E
R D
CT
CIR
SUNSET
ROLLING MEADOWS
M O
R G
COMMODORE
ESTATES I
COMMODORE
ESTATES II
P O
R T S
ID
E
CT
W A
Y
ELIZABETH
LA
C H
A R T
W E L L
HAWORTH
C O
U
TY
RD
MIS
TY
R D
JEFFERY
CHEER
C
T
W A
SH
IN
G
TO
N
ST
C L A
R K
M E
M O
R
IA
L H
IG
H W
A Y
C T
SBKNI RID
C
CENTER
E
D
R
W
RI
G H T
V
IC
T O
R
IA
S
TA
L
C R
Y
A S
PE
N
P
L L
DR
PO
N
D
ER
O
SA
BRISTLE CONEDR
CTB
U
LL
EN
G
EN
E
EU
WATERFORD
COLCHESTER
D U
N S
W E L L
STRAFORD
T
R E A
D
IN
G
A
RY
C A
N
O
R E
D
N
S
PI
AKER
N
S
D
U P O
N T
H
W Y
D
RI
V E
W
ATE
RT
O
N
S T E L L E R
D R
N A T
TU
LL
DR
AUDUBON
DR PO
W
E
LL
C T
CT
P A
R K
GRINNELL
CT
D R
P A
R K
M A
N D
RLO
W
E
LL
D R
M A T
H E R
R E
M I
M U
L
LI
N S
D R
F R
IE
D M
A N
D R
ISADORE
LOV
EC
T
DR
D R
RUN
JESTER
CROSSING
DE
RR
ICK
SO
N
STJESTER
ST
ST
RED LION
CHASE
GAMBEL
C
T
BRIDGE
SENATOR WILLIAM V. ROTH, JR.
PEARCE
ROEPER ST
JE
ST
ER
R
IO
N
A V E
LA
BELL
DAISY
W
AY
TE
DDYSIR
ST
BA
TTERY
DR
PEACH
CT
PERSIMMON DR
A U
G U
ST
IN
E
CT
STORK
WOOD N
IG
H T
HER
O
N
LA
RE
D
H A
W K
C T
C
TB
L U
E
H E R O
N
K
IN
G R
A
IL
C T
B O
B O
LIN
K
DR
D R
BLU
ERID
G E
LE
XI
N G
TO
N
ESTATES OF
RED LION
C T
C T
TA
M
A R
N O
A H
N. GABRIEL DR
S. GABRIEL DR
CT
W
ILLH
ELEN
D E
LILA
R A C
H E L D
D
E
LILA
SA
M
SO
N
DR
M
IR
IA
M
C T
IS
A
IA
H
D R
O M
O N
SO
L C
T
S H
E B A
D R
CO
RI
N T H
IA
N
C T
G E E S E
S N
O W
H A
M
IL
TO
PL
SYLVAN
PARK
CT
C T
DR
DR
C T
C T
CT
B O
B W
H
IT
E
W H
IT
E
IB
IS
CT
IBIS
G
LO
S S Y
LA
EGRET
SNOWY
WATERTHRUSH
AUGUSTINE
KNIGHTSBRIDGE
ESTS.
LA
PEACH TREE
EST
WRANGLE HILL
CARAVEL
HUNT
AT
TRADITIONS
AUGUSTINE
CREEK ll
CREEK ll
TAILED
M
AN
LEA EARA
D O
RO
TH
Y
DR
LEGION
AMERICAN
FO
XT
A
IL
LOREWOOD ESTS
H A Z E L
D R
SUGAR
LOAF
CHASE
MISTY VALE
L A
ANTRIM
RED LION
CHASE
CT
H E A
LY
CTHURLO
CKDR
O L
M S
T E D
D
RPI
N C
H O
T
GLENSHANE
P A S S
C O
L E R
A
IN
E W
A Y
D E
RR
YTOWN
DR
PO
R
TR
U
SH
PA
SS
PA
SS
PO
IN
T
G
ARRO
N
G
LENDR
D R
IFF
RATHLIN LA
R O
S S
LE
A
C T
A T H
E A
W A
Y
B U
C K
JE
R S E Y
R D
DR
O A
K
SHANNON
BLVD
D R
REEDY POINT BRIDGE
SHERWOOD
TERR
PIMPERNELL
PATH
423AB
E T T S
RD
VILLAGE OF
BAYBERRY NORTH
B A
Y B E R
P K
W Y
R Y
PLATO PL
S T
ARISTO
TLE
AVE
CROSSLAND AT
THE CANAL
GEORG
IA
N
A
D R
A N
N
D R
P A
R R
K E
D R
A F T O
N D
R
ARMATA
D
R
ACAS
TA
DR
D R
T T A
R E
M A
R G
A
LAUREN
FARMS
FENN CT
OBIER CT
CRO
SS
ND
LV
D
CANAL VIEW
AT CROSSLAND
XX MILES AHEAD
ROAD CLOSED
LOCAL TRAFFIC ONLY
TO
ROAD CLOSED
THRU TRAFFIC
ROAD NAME
DETOURDETOUR DETOUR
DETOUR DETOUR
9 9
9 9
6"C
6"C
6"C
6"C
6"C
CMS-1
CMS-1
N
TO CLOSE
D/G FLOURESCENT ORANGE; BLACK LEGEND
REEDY
POINT
BRIDGE
CLOSED
ROUTE
UC
A
CMS-3
D
A
A
A
U
CMS-2
A
B
H
J
T R O
C
D O
C U
M E
N
T T
IN
G S
S C
O T
T .N
E
ID
E R
T
L O
C
T T
IN
G S
T E
M P
O R
A R
Y
IN
T E
R N
IL
E S
C O
N T
E N
T .O
U T
L O
O K
C W
W X
B M
A
R E
E
ID
G E .D
G N
FOR
REFERENC
E ONLY
| Delaware City Bridge Reference Drawings.pdf |
| Existing Delaware City Drawings.pdf |
| 2922 |
| 2923 |
| 2924 |
| 2925 |
| 2927 |
| 2931 |
| 2932 |
| 2933 |
| 2934 |
| 32798 |
File details come from the government source that posted it. Updated .