A02Amendment1plansPart2.pdf
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Amendment 01 Plans Part 2
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| A24CNWRQuestions1.pdf | ||
| A02Amendment1Specs.pdf | ||
| A24PumpStationPreBidSiteVisitSignIn.pdf | ||
| A02Amendment1plans_Part1.pdf | ||
| A22W912P918B0008Amd1..pdf | ||
| A22W912P918B0008.pdf | ||
| A02_CCNWR_PS_Adv_Plans.pdf | ||
| A02_CCNWR_PS_Adv_specs.pdf |
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A1
SECTION
SCALE 3/8" = 1'-0"
C.J.
T/WALL
GENERAL SHEET NOTES
455.0
450.5
444.5
437.0
429.0
424.0
T/SLAB
420.0
B/SLAB
A L S
SR303
#9 BT @ 6
B
T F
F N
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#9 @ 6
A4
#9 @ 6
B
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#9 BT @ 6
#9 (TYP)
#9 BT (TYP)
#6 BT (TYP)
#9 U @ 12
SR102
W P -1
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W P -1
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M -E
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S
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2. CLOSE ALL HOOPS WITH 135° STANDARD HOOKS.
C H
A N
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A .L .S
0 2' 4' 6'1'
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SHEET
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US Army Corps
M V
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SECTION
SCALE 3/8" = 1'-0"
GENERAL SHEET NOTES
A L S
W A
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W E
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P A
N D D
IS
C H
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SR302
B
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F
#9 BT @ 12
SR201
A4
SECTION
SCALE X" = 1'-0"
420.00
424.00
437.00
444.50
450.50
455.00
ELEVATION
#9 BT @ 6
#9 @ 6
#11 BT @ 6
F
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T N
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L A
P
SR102
W P -1
-B -0
M -E
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SHEET KEYNOTES
1. #9 HOOPS IN CENTER REGION OF WALL NOT SHOWN
C
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ADD'L 2 - #5 E.F.
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OPERATOR SHELF AND CROSSBEAM
SCALE 1/4" = 1'-0" 4' 8'0 2'
C3
SECTION
SCALE 1/4" = 1'-0" 4' 8'0 2'
WITH DIMENSION OF 12 INCHES OR GREATER
NOTE: APPLICABLE TO CIRCULAR OPENINGS
12 INCHES OR GREATER
AND RE-ENTRANT CORNERS WITH DIMENSION OF
NOTE: APPLICABLE TO RECTANGULAR OPENINGS
GENERAL SHEET NOTES
EXTEND A LAP SPLICE LENGTH PAST THE BOXOUT.
BOXOUT. THE REPLACEMENT REINFORCING SHALL
REINFORCING AND SYMMETRICALLY AROUND THE
SHALL BE PLACED PARALLEL TO ORIGINAL
STEEL REINFORCING. REPLACEMENT REINFORCING
BOXCUT SHALL BE REPLACED WITH EQUAL AREA OF
REQUIRES CUTTING DUE TO INTERFERENCE WITH A
2. ANY VERTICAL OR HORIZONTAL REINFORCING WHICH
OPENINGS.
1. MAIN REINFORCEMENT SHALL BE CUT OR BENT TO CLEAR
455.0
450.5
444.5
A2
TYPICAL OPENING REINFORCING DETAILS
SCALE: NTS
A L S
A1
SECTION
SCALE 1/4" = 1'-0" 4' 8'0 2'
E
F
#9 U (TYP)
SHELF REINFORCING.
NOTE: SEE DETAILS C1 AND C3 FOR
C3
W P -1
-B -0
M -E
M P -1
S
R .1 .d g
SR302.1
#8 BT
#8 BT
#9 BT @ 12 T&B #9 BT @ 12 T&B
1 1
SHEET KEYNOTES
ON SHEET SR105.
1. WORK REINFORCING THIS SECTION WITH A1
C
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IDENTIFICATION
SHEET
D A
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A P
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US Army Corps
M V
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GENERAL SHEET NOTES
A L S
S E
C T
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N S A
N D D
E T
A
IL
S
2' 4'0 1'
OPTIONAL CONSTRUCTION JOINT
#6 U #6 U
2 - #6
U E
Q S
P A
2' 4'0 1'
A1
LIGHT STANDARD FOOTING DETAIL
SCALE 1/2" = 1'-0"
C1
ELECTRICAL OPERATING PAD
SCALE 1/2" = 1'-0"
#6 BT @ 12
#6 BT @ 12 #6 BT (TYP)
AT CONTRACTOR'S OPTION
WALL FORMWORK MAY BE ADJUSTED
#6 BT #6
#6
#6 BT
3'-1"
#6
W P -1
-B -0
M -E
M P -1
S
R .1 .d g
SR303.1
1. TERMINATE BENT BARS WITH 90° STANDARD HOOKS U.N.O.
C H
A N
G E
D T
O A
G R
E E W /A
M E
N D
M E
N T
/2
A .L .S
#6 @ 12
1 #6
C3
SECTION
SCALE 1/2" = 1'-0" 2' 4'0 1'
A2
SECTION
SCALE 1/2" = 1'-0" 2' 4'0 1'
S O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
M V
S D
O C
U M
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T S P
R O J E
C T S E
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GENERAL SHEET NOTES
B O
X C
U L
V E
R T R
E
IN
F O
R C
E M
E N
T
E L E
V A
T
IO
N A
N D S
E C
T
IO
N
7'-8"
10" 6" 6"
10"
5'-0"
SECTIONAL ELEVATION
2' 4'0 1'"=1'2
1SCALE: 2' 4'0 1'"=1'2
1SCALE:
REINFORCEMENT ELEVATION
C3
C3
0 1' 2'"=1'1SCALE:
" CLR.4
TYP.
ACI 318-14
1. ALL REINFORCEMENT TO BE FULLY DEVELOPED PER
PROVIDE GAP PER
SECTION
LENGTH
EMBEDMENT
LAP LENGTH
MINIMUM
SIZES
BAR
BARS
TOP**
BARS
TOP**
BARS
OTHER
BARS
OTHER
#4
#5
EMBEDMENTS AND LAPS
TABLE OF REINFORCEMENT
LENGTH
EMBEDMENT
LAP LENGTH
MINIMUM
SIZES
BAR
BARS
TOP**
BARS
TOP**
BARS
OTHER
BARS
OTHER
#4
#5
1723 2329
29 2922 38
THE VALUES IN THE TABLE
CONCRETE IS CAST BELOW THE BAR.
SO THAT MORE THAN 12" OF FRESH
TOP BAR IS DEFINED AS ANY BAR PLACED**
E .F (T
Y P
#4 @ 6 E.F. (TYP.)
" (TYP.)2
3'-3
#5 BT @6
2' 4'0 1'"=1'2
1SCALE:
2'-0" AT INLET/OUTLET STRUCTURE
4'-0" AT PUMP STATION (WALL THIMBLE NOT SHOWN)
AT CAST-IN-PLACE INTERFACE
BOX CULVERT FLUSH FACE
POURING CAST-IN-PLACE CONCRETE)
PERIMETER (INSTALL BEFORE
MASTIC WATERSTOP AROUND ENTIRE
INTERFACE AT CAST-IN-PLACE CONCRETE
#4 @ 6" (SIDES)
#5 @ 6" (TOP & BOT.)
TO BE PER ASTM C1433 AND ACI 318-14
2. JOINT GEOMETRY DETAILS NOT SPECIFIED ON THIS SHEET
#4 @ 6"
ARE FOR f'c = 5000 P.S.I.
3. FOR BEDDING BENEATH BOX CULVERTS, SEE SHEET C-105.
#5 @ 6
#5 BT @ 6
#5 @ 6
#4 @ 6
#4 @ 6
#5 @ 6 #5 @ 6
#5BT @ 6" (SIDES)
#5BT / #4 @ 6" (BOT.)
#5BT / #5 @ 6" (TOP.)
A L S
A1
C1 C2
AND SPIGUT END DOWNSTREAM.
4. INSTALL BOX SECTIONS WITH BELL END UPSTREAM
SECTION 31 06 00.0009.
ENGINEERING FABRIC PER SPECIFICATION
5. WRAP ALL JOINTS (EXCEPT AT STATION) WITH
B2
NO SCALE
REINFORCED CONCRETE BOX JOINT TIE DETAILS
WELDED PIPE TIE EYE-BOLT TIE CANOPY TIE
" +/- MIN. ADJUSTMENT)2
1(1
2'-8"
2" MAX.
"4
14 EXTRA STRONG PIPE
1" DIA.
"4
2" MAX.
1" DIA.
OR APPROVED EQUAL
WELDED EYE
" +/- MIN. ADJUSTMENT)2
1(1
2'-8"
" +/- MIN. ADJUSTMENT)2
1(1
2'-8"
2" MAX.
1'-2"
1" DIA.
CULVERT SIDE VIEW SHOWING JOINT TIES
TYP. SEGMENT
REINFORCED CONCRETE BOX
ON EACH SIDE - EXTERIOR
USE ONE TIE
"3
AT INLET/OUTLET STRUCTURE
AT PUMP STATION 1'-0"
2'-0"
W P -1
-B -0
SEALANT/GASKET/WATERSTOP
FOR WATERTIGHT JOINT PER THE SPECIFICATIONS
(JOINT WRAP NOT SHOWN)
RECOMMENDATIONS
MANUFACTURER
SEALANT/GASKET/WATERSTOP
A .L .S
C H
A N
G E
D T
O A
G R
E E W /A
M E
N D
M E
N T
/2
M -E
M P -1
S
R .1 .d g
SR304.1
@ 1'-0" SPACING (TYP.)
#3 HAUNCH BARS
OF HAUNCH BARS.
11. MAINTAIN SPECIFIED CLEARANCE AT ENDS
WITH YIELD STRENGTH OF 36 KSI OR GREATER.
10. TIE ROD MATERIAL SHALL BE ZINC COATED STEEL
BE GALVANIZED.
9. ALL TIES AND ASSOCIATED HARDWARE SHALL
8. TWO TIES ARE REQUIRED PER JOINT.
THE CONCRETE WALLS.
BETWEEN SEGMENTS, BUT NOT SO TIGHT AS TO DAMAGE
7. NUTS SHALL BE TIGHTENED TO ENSURE FULL CONTACT
OR CANOPY TIES MAY BE USED.
6. EITHER WELDED PIPE TIES, EYE-BOLT TIES
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
M V
S D
O C
U M
E N
T S P
R O J E
C T S E
N V
IR
O N
M E
N T
A L M
A N
A G
E M
E N
T P
R O
G R
A M C
L A
R E
N C
E C
A N
N O
N N
W R I
M P
L E
M E
N T
A T
IO
N P
U M
P S
T A
T
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