AMENDMENT_0002-PLANS.pdf
PDF 1 MB Posted
- Attached to
- Mound City South Culvert Federal contract opportunity
- Solicitation number
- W912EQ-17-B-0002
About this file
PLANS
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| ABSTRACT.pdf | ||
| AMENDMENT_0002-SPECS.pdf | ||
| AMENDMENT_0002.pdf | ||
| AMENDMENT_0001.pdf | ||
| A07D-PLANS_20170613-Part_1_of_2.pdf | ||
| A07D-PLANS_20170613-Part_2_of_2.pdf | ||
| A07D-SPECS_20170613.pdf | ||
| A07D-Solicitation-W912EQ-17-B-0002.pdf |
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Text version
OPERATOR MANUFACTURER.
SIZE AND LOCATION WITH GATE
GATE OPERATOR. COORDINATE
GALVANIZED PIPE INSERT FOR
PIPE SLEEVE AND RCP
C/L OF GATEWELL
SEE SHEET S-501
GRATING,
SEE SHEET S-503
CHAIN LINK FENCE,
SEE SHEET S-502
GRAB BAR,
BARS
#6 REINFORCEMENT
BARS
#6 REINFORCEMENT
2’-6"
2’-6"
5’-6"
SLEEVE AND GATE STEM
C/L GATE OPERATOR PIPE
RIVERSIDELANDSIDE
AROUND 6 #5
#4 STIRRUP @ 12"
#7 @ 12"
REQUIREMENTS
OPERATOR, AND FRAME
FOR SLUICE GATE,
SEE MECHANICAL SHEETS
(12) #5
AROUND RCP
2IN GROUT ALL
T Y P
1’ -0
T Y P
6"
TYP.
3" CLR,
TYP.
1’-6", 6" CLR.
"B
L A
P C
L A
S
#6 @ 10" HORZ.
#6 @ 10" HORZ.
#7 @ 12"
2 SIDES
1 - #6 EF
REINFORCEMENT
TO MATCH WALL
#6 DOWELS @ 10"
FOR PIPE DETAILS.
SEE CIVIL DRAWINGS
OPENING FOR RCP,
T&B EA WAY
#7 @ 10"
SEE SECTION.
ADD’L VERTICAL BAR,
JOINTS.
HORIZ. CONSTRUCTION
AMPLITUDE. TYP AT
ROUGHEN SURFACE TO 1/4"
#4 STIRRUP @ 12"
#5 BAR
EQUIVALENT.)
PROFILE 696 OR
(GREENSTREAK
ALL JOINTS.
CONTINUOUS AT
PVC WATERSTOP
11’-0"
8’-0"
TYP EA FACE
#6 @ 10"
8’-0"
TYP EA FACE
#6 @ 10"
12’-0"
PIPE OPENING.
ACI HOOK ABOVE AND BELOW
TERMINATE WITH STANDARD
BARS AT C/L OF WALL.
PROVIDE ADD’T #6 VERTICAL
PIPE OPENING
EA SIDE OF
#6 STIRRUP @ 10"
L A
P C
L A
S S
B
2x4 SHEAR KEY
2’-0"
1’-0"
GASKET
PRECAST CONC.
THIMBLE
SLAB
W/ HEADWALL
CULVERT CASTED
1’- PRECAST
337.0
EL. 306.0
TOP OF FOOTING
INV. EL. 307.1 INV. EL. 307.0
EL. 337.0
TOP OF GATEWELL
S O
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US Army Corps a u t o t im e
ID
Sheet
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INVERT EL.
SCALE: 3/8" = 1’-0"
B
S-303 s h e e t_ s e e d .d g n
D
A
A N
S I
D
D S
H A
N E C
A L L
A H
A N P .E
M J
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M A
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Y J H
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Y E .I
GATEWELL PLAN VIEW
SCALE: 3/8" = 1’-0"
A
S-303
SCALE: 3/8" = 1’-0"
B
S-303
C
S-303
D
S-303
E
S-303
SCALE: 3/8" = 1’-0"
E
S-303
SCALE: 3/8" = 1’-0"
C
SECTION
CONSTRUCTION JOINT DETAIL
SCALE: 1" = 1’-0"
SCALE: N.T.S.
SCALE: 3/8" = 1’-0"
SECTION SECTION
SECTIONSECTION
THIS SHEET.
SEE DETAIL,
S E
C T
IO
N S A
N D R
E
IN
F O
R C
E M
E N
T
G A
T E
W E
L L
CULVERT EMBED DETAIL
2. SEE MECHANICAL SHEETS FOR SLUICE GATE AND OPERATOR LOCATION AND DETAILS.
1. LADDER, CHAIN LINK FENCE, GRAB BAR, AND GATE NOT SHOWN FOR CLARITY, SEE SHEET S501-S503 FOR DETAILS.
NOTES:
C
S-503
C O
R R
E C
T E
D P
L O
T T
IN
G E
R R
O R O
F N
O T
E I
C
T
IO
N B
/1
/2
M J
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AMENDMENT 002
| MCCR_S303 |
| References |
| Ref-1, MCCR_S303.dgn, Default |
| Ref, MCCR_S303.dgn, Default |
| Ref-2, MCCR_S303.dgn, Default |
| PW_WORKDIR:dms64398 |
| G-BSDxxx.dgn |
| MRL-M_MCCR_C-103.dgn |
| C, MCCR_S303.dgn, Default |
| D, MCCR_S303.dgn, Default |
| E, MCCR_S303.dgn, Default |
| MCCR_S303.dgn, Default |
| Ref-3, MCCR_S303.dgn, Default |
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