Amend 0010 Revised CD102.pdf
PDF 824 KB Posted
- Solicitation number
- W912WJ21B0017
About this file
This document includes a construction plan and related federal contract solicitation. The construction plan depicts existing site conditions and proposed demolition at the Stratford Army Engine Plant in Stratford, Connecticut. It provides details on drainage infrastructure, buildings, and other site features.
The related federal contract solicitation is from the U.S. Army Corps of Engineers, New England District seeking environmental remediation services at the Stratford Army Engine Plant. Specifically, the solicitation seeks mechanical dredging and disposal of approximately 13,000 cubic yards of sediment from an outfall drainage channel affected by metals and PCBs. The dredged material must be dewatered, solidified with cementitious materials, and a small portion requires off-site disposal at approved landfills. The period of performance is 375 calendar days. The NAICS code is 562910 and the solicitation is set aside for small businesses. Questions may be directed to the specified Contract Specialist and bids must be submitted through the System for Award Management website by the specified response date.
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S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
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N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
C O
N C
O R
D
M A
-2
V
IR
G
IN
IA
R
O A
D
N E
W E
N G
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D R
A W
IN
G C
O D
E
S C
A L E
S H
E E
T O
F
S T
A E
P -0 of Engineers
US Army Corps
O U
T F
A L L
R
E M
E D
IA
T
IO
N
T
R A
T F
O R
D A
R M
Y E
N G
IN
E P
L A
N T
S T
R A
T F
O R
D
C O
N N
E C
T
IC
U T
ISSUE FOR CONSTRUCTION
W
W J
B
N/F
UNITED STATES OF AMERICA
550 MAIN STREET
BOOK 340 PAGE 122
EL=13.70'
STRATFORD SEWER MH
OF TOWN OF
HE WORD "TOWN"
CROSS OF "T" IN T
BENCHMARK
C h a in
L k
F e n c e
HOUSATONIC RIVER
Conc. Wall
C o n c
W a ll
Concrete Pad
C o n c
P a d
C o n c
P a d
Building
Pa dCo nc
Pa dCo nc
C o n c
W a ll
C o n c
W a ll
Co nc
W al l
F.
F.
.4
Trench Drain
Bi t.
Pa rk in g
P a d
C o n c
Pad
Conc.
Co nc
Wal l
C o n c
W a ll
Conc. Wall
Co nc
Wall
EMH
TF=10.2'
EMH
TF=9.9'
EMH
TF=9.4'
MH
TF=10.3'
INV IN(X)=EL' SIZE
INV OUT(X)=EL' SIZE
SUMP=X.X
DMH
TF=8.3'
INV(NE)=6.3' (12"RCP)
SUMP=5.8'
Bu ild ing
'C-L' CB
TF=9.5'
INV OUT(SW)=7.3' (4"PVC)
SILT SUMP=7.2'
SUMP=5.1'
INV IN(NW)=4.8' (6"PVC)
TF=9.5'
'C-L' CBIN
V
IN
N
E
.8 T
IL
E
IN
V
U
T S
W
.3 T
IL
E
C o n c
W a ll
Building
DMH
TF=10.1'
PIPE NOT VISIBLE
SUMP=5.5'
SUMP=4.0'
FL=5.1' (12"RCP)
TF=10.4'
DMH
SUMP=3.8'
NO PIPES VISIBLE
TF=10.3'
DMH
INV OUT(NW)=7.2' (12"C.I.)
INV IN(SE)=7.2' (6"C.I.)
TF=10.4'
MH
INACCESSIBLE
TF=10.2'
MH
'C-L' CB
TF=10.0'
INV IN(NE)=9.6' (4"D.I.)
INV OUT(SE)=9.4' (6"D.I.)
INV OUT(SW)=9.2' (2"PVC)
INV OUT(SW)=8.9' (4"PVC)
SUMP=8.1'
INV OUT(NE)=9.0' (6"D.I.)
INV IN(SW)=9.1' (6"PVC)
TF=9.8'
'C-L' CB
'C' CB
TF=9.0'
NO PIPE VISIBLE
SUMP=5.3'
C h a k
F e n c e
EMH
TF=10.2'
SMH
TF=9.8'
SMH
TF=9.8'
INV OUT(E)=6.1' (12"RCP)
INV IN(W)=6.3' (12"D.I.)
TF=10.3'
SMH
DMH
TF=10.2'
INV IN(SE)=6.6' (8"D.I.)
INV OUT(W)=6.4' (8"D.I.)
FL=4.7' (12"TILE)
as o f
De m ol is he d Bu ild in g
F.F.=10.1'
F.
F.
.9
Building
F.F.=10.8'
F .F
.7
C o n c
P a d
Bi t.
Wal k
B u il d in g
Conc. Pad
C o n c
P a d
C o n c
P a d
Conc. Pad
DMH
TF=10.3'
INV IN(W)=7.3' (6"PVC)
INV OUT(NW)=6.7' (6"D.I.)
INV OUT(SE)=6.8' (6"D.I.)
F e n c e
C h a in
L in k
Conc. Pad
FL(SW)=4.4' (24"RCP)
FL(NE)=4.4' (36"RCP)
FL(SE)=4.4' (12"RCP)
TF=10.4'
DMH
SUMP=7.8'
INV OUT(SE)=8.5' (8"PVC)
INV OUT(W)=7.9' (8"D.I.)
INV IN(SW)=8.9' (4"PVC)
TF=9.6'
'C-L' CB
'C' CB
TF=8.6'
NO PIPES VISIBLE
SUMP=3.6'
SUMP=-0.5'
TF=9.8'
MH
SUMP=0.5'
TF=9.9'
MH
SUMP=7.3'
INV OUT(NW)=7.9' (4"PVC)
TF=9.7'
'C-L' CB
FL=2.8' (15"RCP)
T.F.=10.2'
SMH
'C-L' CB
TF=9.6'
INV IN(E)=7.2' (8"D.I.)
INV OUT(S)=7.1" (6"D.I.)
INV OUT(SW)=5.3' (8"D.I.)
SUMP=5.4'
'C-L' CB
TF=9.4'
INV IN(S)=6.9' (6"D.I.)
INV OUT(W)=6.5' (8"D.I.)
SUMP=4.0'
YD
TF=8.8'
INV IN(NW)=7.2' (4"PVC)
INV OUT(SE)=4.7' (8"PVC)
SILT SUMP=2.8'
YD
TF=7.9'
INV IN(NW)=5.9' (12"RCP)
INV OUT(SW)=4.0'(12"RCP)
SILT SUMP=2.8'
IN
V
T S
W
.7 R
C P q
M e ta l
P la te s
YD
T.F.=8.0'
INV(NE)=5.9' (12"RCP)
SUMP=4.4'
YD
TF=9.1'
INV IN(NE)=5.4' (8"PVC)
FL=2.6' (24"D.I.)
SUMP=3.6'
SUMP=
4.
8'
IN
V
OUT(
NW)
5.
7'
8"
PVC)
TF
9.
1'YD
YD
TF=9.6'
INV IN(SW)=6.3' (12"RCP)
FL=6.2' (15"PVC)
YD
TF=9.2'
INV OUT(NE)=5.7' (12"RCP)
SUMP=4.4'
DMH
TF=9.9'
INV IN(SE)=4.6' (24"D.I.)
INV OUT(NE)=3.1' (24"D.I.)
SUMP=3.0'
G a te
C o n c
P a d
Pa dCo nc
Pa dBi t.
Pa dCo nc
Gr as s
Gr as s St on e
Pi le
El ec tri c
Eq ui pm en t
Gat e
Ta bl ePi cn ic
P ip e
C o n d u it
Pi pe C on du it
Pi pe C on du it
Electric Box
Pa dCo nc
8" Metal Pipe 12" Metal Pipe
M et al P ip e
M et al P ip e
Bit. Pad
Conc. Pad
Conc. Pad
Traffic Light
Pole
Traffic Control Box
Met al P ip e
Met al P ip e
Conc. Wall
Conc. Pad
C o n c
P a d
B it
W a lk
SUMP=
5.
3'
IN
V
OUT(
NW)
7.
3'
8"
PVC)
TF
9.
8''C
L' C
B
YD
TF=8.8'
INV=INACCESSIBLE
YD
TF=8.5'
INV IN(E)=6.1' (8"D.I.)
INV OUT(W)=5.8' (12"RCP)
SUMP=4.0'
'C-L' CB
TF=7.9'
INV IN(NE)=6.2' (8"CONC.)
SUMP=4.5'
DMH
TF=9.4'
INV IN(NW)=5.0' (8"D.I.)
INV OUT(S)=INACCESSIBLE
SUMP=1.7'
Building
Bu ild in g
Bu ild in g
Building
Building
YD
T.F
9.
5'
IN
V
OUT(
SE)
=6.
5' (8 "D .I.)
SUMP=5.
3'
FL=4.5'(13"RCP))
INV IN(NW)=8.0'(2"PVC)
T.F.=10.1'
DMH
'C-L' CB
TF=8.8'
INV IN(NE)=6.6' (8"CMP)
INV OUT(NW)=6.4' (8"CMP)
SUMP=4.0'
INV OUT(SE)=3.4' (15"RCP)
INV OUT(NW)=3.3' (15"RCP)
INV IN(SW)=8.0' (4"PVC)
TF=10.2'
SMH
'C-L' CB
TF=8.1'
PIPE NOT VISIBLE
SUMP=6.9'
SUMP=6.0'
INV OUT(SE)=6.3' (8"CMP)
INV IN(NW)=6.8' (10"CMP)
TF=8.4'
YD
SUMP=5.6'
INV IN(NW)=6.7'
TF=8.7'
YD
INV OUT(SW)=5.5'
INV IN(W)=5.6'
TF=9.4'
DMH
INV OUT(SE)=6.3' (8"CMP)
INV IN(N)=6.4' (8"CMP)
TF=9.6'
DMH
SUMP=6.5'
INV IN(NW)=8.2' (4"TILE)
TF=9.4'
YD
EMH
TF=10.2'
'C-L' CB
TF=10.2'
INACCESSIBLE
DMH
TF=10.2'
NO PIPE VISIBLE
SUMP=2.6'
INACCESSIBLE
TF=10.1'
MH
INV OUT (N)=4.5' (24"RCP)
INV OUT(NE)=4.4' (24"RCP)
INV IN(SW)=5.0' (12"RCP)
TF=10.0'
YD
YD
TF=10.1'
INV IN(SW)=7.3' (6"D.I.)
INV OUT(NE)=6.9' (8"D.I.)
SUMP=5.8'
YD
TF=10.2'
INV OUT(NW)=6.6' (8"D.I.)
SUMP=5.6'
DMH
TF=10.2'
INV OUT(E)=4.1' (36"RCP)
SUMP=4.1'
DMH
TF=10.0'
FL=4.0' (36"RCP)
SUMP=3.4'
DMH
TF=10.0'
INV IN(SW)=5.0' (12"RCP)
SUMP=2.6'
DMH
TF=9.4'
FL=4.1(12"RCP)
YD
TF=9.1'
INACCESSIBLE
DMH
TF=9.1'
INV IN(SW)=3.8' (12"RCP)
INV OUT(NE)=3.7' (12"RCP)
FL=4.2'(12"RCP)
FL=4.1(12"RCP)
TF=9.4'
DMH
INV OUT(SW)=3.7' (12"D.I.)
INV OUT(NW)=3.7' (16"D.I.)
INV OUT(NE)=3.4' (8"D.I.)
INV OUT(NE)=3.8' (6"D.I.)
INV IN(E)=3.8' (12"D.I.)
TF=10.2'
SMH
RCP
TF=10.1'
FL=6.0'
MH
TF=9.3'
INACCESSIBLE
EMH
TF=10.7'
INACCESSIBLE
TF=10.6'
YD
SUMP=7.5'
INV OUT(NW)=7.4' (6"D.I.)
INV IN(SW)=7.3' (6"D.I.)
TF=10.0'
YD
'C-L' CB
TF=9.7'
INV IN(SE)=7.8' (4"PVC)
INV OUT(SE)=4.4' (12"TILE)
INV OUT(NW)=4.3' (12"TILE)
INV OUT(NE)=7.7'' (4"D.I.)
EMH
TF=9.5'
EMH
TF=8.9'
MH
TF=10.0'
NO PIPE VISIBLE
SUMP=7.5'
MH
TF=10.1'
INACCESSIBLE
WMH
TF=10.3'
WMH
TF=10.4'
EMH
TF=9.1'
EMH
TF=9.0'
YD
TF=9.4'
NO PIPES VISIBLE
SUMP=2.7'
MH(BOLTED)
TF=10.0'
YD
TF=9.8'
INV OUT(SE)=7.7' (6"PVC)
SUMP=7.5'
MH(BOLTED)
TF=10.2'
MH(BOLTED)
TF=10.2'
SMH
TF=10.2'
INV IN(NE)=6.2' (8"PVC)
INV OUT(SE)=6.1' (12"D.I.)
INV OUT(NW)=6.2' (12"D.I.)
SMH
TF=10.0'
INV IN(NE)=7.0' (6"PVC)
INV OUT(SE)=5.9' (10"PVC)
INV OUT(NW)=6.0' (10"D.I.)
SMH
TF=10.0'
INV IN(NE)=7.0' (6"D.I.)
INV OUT(SW)=6.9' (6"PVC)
Conc. Pad
Bit.
MH
TF=10.0'
INACCESSIBLE
Bit. Walk
Bi t.
Wal k
Bi t.
Wal k
FF
.7
B u ild in g
FF=10.2'
Light Pole
Conc. Base
Conc. Base
Light Pole
S to n e
UNITED STATES OF AMERICA
550 MAIN STREET
BOOK 340 PAGE 122
Pad
Conc.
BLDG DEBRIS
AREA OF
"CL" CB
TF=10.12'
INACCESSIBLE
DMH
TF=8.9'
FL=7.1(6"PVC)
STORAGE TANK
ACCESS LID
TF=9.5'
INACCESSIBLE
TF=9.1'
MH
MH
TF=9.1'
INACCESSIBLE
Stone
St on e
St on e
F.
F.
.9
Conc.
Gra ss
Bit.
Building
FF=11.4'
'C
L' C
B
TF
9.
6'
IN
V
IN
(N
W) 7.
5'
6" D.
I.)
IN
V
OUT(
SE)
7.
4'
2"
PVC)
IN
V
OUT(
NE)
6.
8'
8"
CMP)
SUMP=
5.
5'
St on e
F.
F.
9.
Shed
Bit. Drive
Pad
Conc.
B u ild in g
S N
IF
F E
A
N E
3 4
D
.4
.5
.6
.7
.7
.8
D
D
.2
.3
D
D
.4
D
.4
.5
.5
.5
.6
D
.6
.6
S
D
.7
S
S
.8
S
.8
.9
.9
.9
D
S
.0
D
S
D
.1
S
D
D
.1
.1
S
S S
D
S S
D
.2
A C
D
.2
S
D
.3
D
S
.3
D
D
.4
.5
.6
.6
.7
.8
.9
.3
.6
.3
.4
.7
.4
.5
.5
.6
D
TID
AL M
UD F
LATS
S N
IF
F E
N S L
A N
E
B-1
B-6
B-5
B-3
B-3
B-6 4-1
B-4 4-1
B-4
B-4
B-1
B-1
B-4
B-4
B-4
B-9
EASEMENT
SANITARY SEWER
STRATFORD 15'
TOWN OF
G A
T E
G A
T E
G A
T E
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12:11:22 PM 8/18/2021 PD: AEC_pdf.pltcfg DS: AEC_Screen.dscript
A1
100'0 50'
A N
S I
D
CD102
:1
MATCHLINE SHEET CD103
M A
T C
H L
IN
E S
H E
E T C
D
M A
T C
H L
IN
E S
H E
E T C
D
TREATMENT SYSTEM
TO WATER
OF-008 WORK AREA
SOUTH LOT AND
CONDUIT FROM
SNIFFENS LANE FOR
TRENCH ACROSS
EXISTING CONDITIONS AND DEMOLITION PLAN
SCALE: 1" = 50'
WATER
MEAN HIGH
E X
IS
T
IN
G C
O N
D
IT
IO
N S A
N D D
E M
O L
IT
IO
N P
L A
N
B .S
P R
A G
U E
B .S
P R
A G
E
T
H
IB
O D
E A
U
/1
/2
L T
H
IB
O D
E A
U
PRIOR TO CONTRACT WORK
CLEARED TO GRADE BY OTHERS
AREA DEMOLISHED AND
A
U G
R E
V
IS
E D T
O R
E M
O V
E D
E M
O L
IT
IO
N F
R O
M S
C O
P E O
F C
O N
T R
A C
T W
O R
K
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