Am0001_Drawings.pdf
PDF 2 MB Posted
- Attached to
- Middle Logan Creek Flood Risk Management Project Federal contract opportunity
- Solicitation number
- W9128F20B0027
About this file
This solicitation is for a flood risk management project along the Middle Logan Creek in Randolph, Nebraska. Work includes earthwork and grading to widen and realign approximately 3,400 feet of the creek channel; bridge replacements and roadway realignments at Bridge Street and Sholes Road; installation of erosion controls, drainage structures, fencing and paved surfaces; and utility relocations. The estimated value of construction is between $5 million and $10 million. The solicitation was issued by the U.S. Army Corps of Engineers Omaha District and involves excavation, concrete, erosion controls, drainage, bridges and roadwork. The deadline to submit bids in response to solicitation number W9128F20B0027 has not been provided.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract_20B0027.pdf | ||
| Middle Logan Creek ProjNet Question and Answers.pdf | ||
| Am0002.pdf | ||
| AM0002 Drawings.pdf | ||
| SIte Visit Vendor List 7.23.20.pdf | ||
| SIte Visit7.23.20.pdf | ||
| Am0001.pdf | ||
| Randolph Drawings 2 of 3.pdf | ||
| W9128F20B0027 Randolph Specs.pdf | ||
| Randolph Drawings 1 of 3.pdf | ||
| Randolph Drawings 3 of 3.pdf |
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ABUTMENT
TYPICAL AT ABUTMENTS NO. 1 AND NO. 2
ROADWAY
0 2' 4'1'
PLAN OF ABUTMENT
TYPICAL AT ABUTMENTS NO. 1 AND NO. 2
ELEV. 1647.81
ELEV. 1647.52 ELEV. 1647.52
ELEV. 1649.39 (ABUTMENT NO. 2)
ELEV. 1648.89 (ABUTMENT NO. 1)
ELEV. 1649.40 (ABUTMENT NO. 2)
ELEV. 1648.90 (ABUTMENT NO. 1)
ELEV. 1643.15
A
A
ABUTMENT
BRIDGE SLABAPPROACH SLAB
3/4 "'
STEEL SHEET PILE
ELEV. 1643.15
BEARING PILE
1'-0"1'-0" 1'-3"
T Y
P cl cl cl
SECTION A-A
NOT TO SCALE
(A
B T
M N
T
N O
(A
B T
M N
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ELEVATION OF ABUTMENT
1'-10 1/2" (ABUTMENT NO. 2)
1'-4 1/2" (ABUTMENT NO. 1)
/2
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FACE OF SHEET PILE, TYP.
3/4" STAY-IN-PLACE FORM
cl BEARING PILE, TYP.
ELEVATION
CUTOFF
H-PILE
FORM
STAY-IN-PLACE
3/4"
SHEET PILE
MIN. LIMITS OF SHEET PILE = 15'-10"MIN. LIMITS OF SHEET PILE = 15'-10"
NOT TO SCALE
1/4" BENT PLATE
MATCH DEPTH OF SHEET PILE
FACE OF SHEET PILE
2"3/16"SHEET PILE
EA. FLANGE OF
BENT PLATE DETAIL
PLATE DETAIL
SEE BENT
2'-0" 14'-4 1/2 " 14'-4 1/2 " 2'-0"
0 2' 4'1'
AND PAINTING OF SHEET PILE.
2. SEE SHEET S-113 FOR GRANULAR BACKILL AND DRAINAGE DETAILS,
WINGWALL DETAILS.
1. SEE SHEET S-106 FOR ABUTMENT REINFORCING AND SHEET PILE
NOTES:
/8
M A
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0 2' 4'1'
TYPICAL AT ABUTMENTS NO. 1 AND NO. 2
NOT TO SCALE
ELEVATION OF ABUTMENT
BEARING PILE
SECTION A-A
NOT TO SCALE
NOT TO SCALE
ELEVATION OF WINGWALL
ELEV. 1649.40 (ABUTMENT NO. 2)
ELEV. 1648.90 (ABUTMENT NO. 1)
BEARING PILE
10'-0" MIN.
NOT TO SCALE
SHEET PILE WINGWALLS
DETAIL AT TOP OF
ASTM D226 TYPE 2 (#30)
ASPHALT SATURATED ORGANIC FELT
SEE SHEET CS503
GUARDRAIL POST,
FACE OF SHEET PILE
A
A
2 - A405, TYP.
4 - A405, TYP.
A404, TYP.
5 - A801 2 - A504
2 - A602 @ 12" O.C.
SECTION B-B
0 2' 4'1'
SECTION C-C
B
C C
B
A501, TYP.
34 - A501 (7 BETWEEN PILES, 3 OUTSIDE EXTERIOR PILES)
3 - A504
28 - A502 (MATCH 7 - A501 BETWEEN PILES)
A403, TYP.
A801
A801
A504
A501
A504
A502
2 - A503 A503
SEE SHEET CP105
CONCRETE PAVEMENT,
A404
BEARING PILE, TYP.
A602A602
3 - A4033 - A403
5'-0" LONG
A405
1. SEE SHEET S-113 FOR PAINTING OF SHEET PILE.
NOTES:
3 - A801
(3 - A801 BOTTOM NOT SHOWN)
5 - A501 TOP
3'-0" MAX.
cl
OF SHEET PILE WINGWALL, TYP.
2 WEEP HOLES IN ADJACENT FLANGES
NOT TO SCALE
WEEP HOLE DETAIL
CENTERED OVER EACH HOLE.
GALVANIZED WIRE MESH
1'-0" X 1'-0" SECTION OF
FLANGE OF SHEET PILE
ELEV. VARIES
SPALLS BEDDING
RIPRAP
PILE FOR DRAINAGE.
FIELD DRILL 1" HOLE IN SHEET
OVER GALVANIZED WIRE MESH.
AASHTO M282 PLACED
RIPRAP FILTER FABRIC
1'-6" X 1'-6" SECTION OF
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BEARING PILE
SEE CIVIL SHEETS
GRAVEL SURFACING,
BEARING PILE
SECTION OF GRANULAR BACKFILL
APPROACH SLAB NO. 1 APPROACH SLAB NO. 2BRIDGE FLOOR SEE CIVIL SHEETS
AND BASE COURSES,
CONCRETE PAVEMENT
PAVING SECTION
A B B
B
A
B
LEGEND
1'-0" MIN. 1'-0" MIN. 1'-0" MIN. 1'-0" MIN.
WIDTH OF SLEEPER SLAB
WATER IS NOT ALLOWED.
COMPACTION EQUIPMENT SHALL NOT BE USED IN THESE AREAS. FLOODING THE GRANULAR BACKFILL WITH
MECHANICAL TAMPER, ROLLER, OR VIBRATORY COMPACTOR. THERE IS NO DENSITY REQUIREMENT. HEAVY
PLACED IN 8-INCH LAYERS AND COMPACTED BY A SINGLE PASS OF A WALK-BEHIND, LIGHTWEIGHT (APPROX, 100 LBS.)
THE GRANULAR BACKFILL IN THESE AREAS (BEHIND ABUTMENTS AND BENEATH APPROACH SLABS) SHALL BE
A
SHEET PILESHEET PILE
ELEV. 1643.15
3'-6" 3'-6" A
A
POURING THE CONCRETE SLAB
THE GRANULAR BACKFILL PRIOR TO
PLACE 3"x6" POLYSTYRENE ON TOP OF POURING THE CONCRETE SLAB
THE GRANULAR BACKFILL PRIOR TO
PLACE 3"x6" POLYSTYRENE ON TOP OF
NOTE 1
SLEEPER SLAB
WIDTH OF
NOTE 1
ELEV. 1643.15
SECTION A-A
NOT TO SCALE
APPROACH SLAB
VARIES
WINGWALLS ON SHEET S-106
AND DETAIL AT TOP OF SHEET PILE
CONCRETE PAVEMENT, SEE SHEET CP105
A
A
AND BEDDING
RIPRAP,SPALLS
ELEV. VARIES
A
RIPRAP
SPALLS BEDDING
COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS.
THE GRANULAR BACKFILL IN THESE AREAS (BENEATH SLEEPER SLABS AND THE PAVING SECTION) SHALL BE
NEXT TO ABUTMENT
DEEPER GRANULAR BACKFILL SHOWN
1'-0" GRANULAR BACKFILL, EXCEPT WHERE
SPALLS
BEDDING
RIPRAP
SPALLS
BEDDING
NOT TO SCALE
WINGWALL
SHEET PILE
NOTE 2NOTE 2
P A
IN
T
ABUTMENT DRAINAGE DETAIL
NOT USED
8. NOT USED
7. NOT USED
6. NOTUSED
AT 5% BY VOLUME COMPRESSION.
BY ASTM C 203. IT SHALL ALSO HAVE A COMPRESSIVE YIELD STRENGTH BETWEEN 16 PSI AND 40 PSI
5. POLYSTYRENE FILLER SHALL HAVE A MINIMUM FLEXURAL STRENGTH OF 35 PSI AS DETERMINED
IN SPECIFICATION SECTION 32 10 00.02 (NEBRASKA) PAVEMENTS FOR SMALL PROJECTS.
4. GRANULAR FILL SHALL COMPLY WITH THE REQUIREMENTS FOR AGGREGATE BASE COURSE
DAMAGED PAINT ON EXPOSED FACE OF SHEET PILE.
WHEN PLACING BACKFILL, BEDDING, SPALLS AND RIPRAP TO MINIMIZE DAMAGE TO PAINT. TOUCH UP ANY
4. PREPARE AND PAINT AREAS OF SHEET PILE WINGWALLS AS SHOWN IN SECTION A-A. EXCERCISE CARE
COMPRESSIVE STRENGTH.
UNTIL THE SUPERSTRUCTURE (BRIDGE SLAB) HAS BEEN PLACED AND CURED TO 70% OF SPECIFIED
THE LAND SIDE SHALL NOT PROCEED ABOVE THE ELEVATION OF BACKFILL ON THE RIVER SIDE
3. BACKFILLING SHALL BE DONE CONCURRENTLY ON ALL SIDES OF ABUTMENT. BACKFILLING ON
SLOPES AWAY FROM THE ABUTMENT.
MATERIAL IS PLACED BENEATH THE ABUTMENT CONCRETE, AND THAT TOP OF SOIL IN FRONT OF THE ABUTMENT
2. BACKFILL WITH COMPACTED CLAY BENEATH ABUTMENT CONCRETE. ENSURE THAT NO COARSE GRAINED
AND LIGHTLY COMPACTED AS SHOWN UNDER THE REMAINING APPROACH SLAB SECTION.
BOTTOM OF THE APPROACH SLAB; AND A MINIMUM DEPTH OF 1'-0" OF GRANULAR BACKFILL SHALL BE PLACED
BE BACKFILLED AND LIGHTLY COMPACTED WITH GRANULAR BACKFILL FROM THE BOTTOM OF THE VOID TO THE
FROM THE INSIDE ABUTMENT AND WINGWALL FACES. IF THIS OPTION IS ELECTED, THE 3'-6" WIDE VOID SHALL
THE CONTRACTOR MAY UTILIZE TEMPORARY SHORING TO ACHIEVE A MINIMUM OF 3'-6" OF CLEAR EXCAVATION
AT CONTRACTOR'S OPTION, IN LIEU OF EXCAVATING TO A SLOPE AS SHOWN TO CONSTRUCT THE ABUTMENT,
1. EXCAVATE TO A STABLE SLOPE IN ACCORDANCE WITH ALL APPLICABLE SAFETY REQUIREMENTS.
NOTES:
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TEXT SIZE = 1/8"
SCALE FACTOR = 1
d 90
Dp
2''
8 6''
6''
7''
1 1
1 1
3''
6''
8''
15''
19''
23''
24''
17''
12''
10''
8''
10''
15''
17''
19''
4''
1 2''
1 1''
9''
6''
12''
14''
16''
8''
SIZE
BAR HOOK H BAR
SIZE 90
HOOK H
° 135° SIZE
BAR
90 180 Dp
SIZE
BAR
Dp d = BAR SIZE
Dp = PIN DIAMETER
DETAILING
DIMENSION
HOOK
H
DETAILING
DIMENSION
HOOK
H
Dp d
DETAILING
DIMENSION
HOOK
H
Dp d
3 1/2"
4 1/2"
5 1/2"
9 1/2"
1 1/2"
2 1/2"
4 1/2"
5 1/2"11''
4 1/2" 4 1/2"
4''
5 1/2"
10 1/2"
SLAB
APPROACH
RAIL ON
BRIDGE
RAIL ON
APPROACH SLAB
MARK TYPE ''A'' ''C'' ''D'' ''E'' ''F'' PIN HOOK
BAR NUMBER
BAR SIZE
A413 A 4 13
REINFORCING BAR MARKS
REINFORCING BAR BENDING SCHEDULE
S701
S402
S407
S690
S692
S590
S492
S390
S391
N640
N692
N690
N590
18'-0"
4'-4"
4'-1"
7'-2"
5'-10"
14'-5"
5'-10"
4'-8"
5'-2"
5'-8"
5'-10"
6'-10"
14'-5"
8'-0"
1'-5"
3'-7"
2'-11"
4'-8"
2'-11"
1'-1 1/2"
1'-5"
1'-4"
2'-11"
3'-5"
4'-8"
2'-0"
1'-6"
1'-5"
3'-7"
2'-11"
2'-11"
9"
2'-11"
3'-5"
1'-0"
1'-5"
2'-0"
6'-1"
1'-6"
6 3/8"
6'-1"
1'-0" 8'-0"
1'-5"
1'-6"
1'-6"
1'-5"
1'-5"
5 1/4"
3"
3"
2 1/2"
3"
1 1/2"
1 1/2"
2 1/2"
5 1/2"
4"
4"
5 1/2"
8"
10"
10"
10"
6 1/2"
5"
5"
5"
5" 4 1/2"
BARS
PRIMARY STRESS
& TIES
STIRRUPS
STRESS
PRIMARY
& TIES
STIRRUPS
STANDARD HOOK LENGTH PIN DIAMETER
4 1/2"
4 1/2"
B506
B401
9'-0"
2'-3"
103 3'-9" 1'-6"
1'-6"
3'-9"
2"
BENT 2 1/2"
113 4 1/2"
SLAB
BRIDGE
B504 6'-0" 122 1'-9" 1'-3" 1'-3" 2 1/2"9" 9"
ABUTMENT
A602
LENGTH
A502 6"
A501
A403 2"
A404 2"
4'-6" 2'-0" 2'-0"
2 1/2"
3'-0" 1'-6" 1'-6" 4 1/2"
2'-10" 2'-9" 2'-10" VARIES
1'-6"
''B''
2'-8" 1'-6"5'-8"
2'-9" 1'-6" 4 1/2"9'-3"
1'-0 3/4"
N401 5'-8" 103 2'-6" 8" 2'-6" 2"
4 1/2"
4 1/2"
4 1/2"
D
B
D
A
C
C
ALL DIMENSIONS ARE OUT TO OUT & NOT TO SCALE
ALL REINFORCING STEEL SHALL BE EPOXY COATED
C
E
A
B
AA C
B
A
A
A
A
B
B
B
B
C
C
180 H°
180 HOOK 180 HOOK
135 HOOK°
B
B
B
135 HOOK°
C A
A
E
B
A
B
A
C
C
D
B
D
A
A
A
A
B
B
B
B
C
C
CD
E
E
D
HOOK
135 °
A A
A
B
BCC
C
D
D
E
E
106105
111 112
113 114
A
B
E
C
D
= 4''
PIN DIA.
A
BC
PIN DIA. = 2''
5''
11''
°90 HOOK
F
C
D
B
C = (CIRCUM.)
D
C
B
A E
PIN DIA. = 2''
5''
11''
A
B
C A
°90 HOOK
A
°90 HOOK
HOOK
B
A
B
135 °
HOOK
A
B
C
D
E
F
130 133
B
A
C
D
D D E
PIN DIA. = 5‚''
B
A
B
D C
E
F F
B E N D I N G D I A G R A M S
2 1/2"
N=APPROACH SLAB & CONCRETE RAIL ON APPROACH SLAB
S=BRIDGE SLAB & CONRETE RAIL ON BRIDGE
B=BENT
A=ABUTMENT
TYPE OF BRIDGE ELEMENT
16'-10"
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C
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O L A
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ROADWAY
0 2' 4'1'
PLAN OF ABUTMENT
TYPICAL AT ABUTMENTS NO. 1 AND NO. 2
TYPICAL AT ABUTMENTS NO. 1 AND NO. 2
ELEVATION OF ABUTMENT
ELEV. 1652.83
ELEV. 1652.54 ELEV. 1652.54
A
A
ABUTMENT
BRIDGE SLABAPPROACH SLAB
ELEV. 1647.66
BEARING PILE
1'-4 1/2"
ELEV. 1653.91
ELEV. 1653.91
1'-0" 1'-0" 1'-3"
NOT TO SCALE
ABUTMENT
ABUTMENT
ELEV. 1647.66
/2
T Y
P
3/4" STAY-IN-PLACE FORM
ABUTMENTcl
/4
FACE OF SHEET PILE
M
IN
L
IM
IT
S O
F S
H E
E T P
IL
E
SECTION A-A
cl cl
7'-0" 7'-0" 3'-6" 3'-6" 7'-0" 7'-0" cl
MIN. LIMITS OF SHEET PILE = 19'-6"
'-4 /2
3' -6
'-4 /2
3' -6
33° clBEARING PILE, TYP.
4'-2 1/16 " 16'-3 15/16 " 17'-11 7/16 " 4'-2 1/16 "
STEEL SHEET PILE
M
IN
. LIM
IT
S O
F S
H E E T P
ILE
15'-0"
FORM
STAY-IN-PLACE
3/4"
ELEVATION
CUTOFF
H-PILE
SHEET PILE
PLATE DETAIL
SEE BENT
MIN. LIMITS OF SHEET PILE = 22'-0"
NOT TO SCALE
1/4" BENT PLATE
MATCH DEPTH OF SHEET PILE
FACE OF SHEET PILE
2"3/16"SHEET PILE
EA. FLANGE OF
BENT PLATE DETAIL
cl
0 2' 4'1'
AND PAINTING OF SHEET PILE.
2. SEE SHEET S-212 FOR GRANULAR BACKILL AND DRAINAGE DETAILS,
WINGWALL DETAILS.
1. SEE SHEET S-206 FOR ABUTMENT REINFORCING AND SHEET PILE
NOTES:
M A
X
/2
M
IN
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TEXT SIZE = 4"
SCALE FACTOR = 32
A
TYPICAL AT ABUTMENTS NO. 1 AND NO. 2
ELEVATION OF ABUTMENT
NOT TO SCALE
BEARING PILE
NOT TO SCALE
SECTION A-A
A
NOT TO SCALE
ELEVATION OF WINGWALL
BEARING PILE
10'-6" MIN. NORTHEAST AND SOUTHWEST WINGWALLS
15'-0"MIN. NORTHWEST AND SOUTHEAST WINGWALLS
NOT TO SCALE
SHEET PILE WINGWALLS
DETAIL AT TOP OF
ELEV. 1653.91
FACE OF SHEET PILE
SEE SHEET CP109
CONCRETE PAVEMENT,
ASTM D226 TYPE 2 (#30)
ASPHALT SATURATED ORGANIC FELT
SEE SHEET CS503
GUARDRAIL POST,
35 - A502 (MATCH 7 - A501 BETWEEN PILES)
A801
A801
A504
A501
A504
A502 A503
A602A602
0 2' 4'1'
SECTION B-B
0 2' 4'1'
SECTION C-C
3 - A504
B
C
B
C
3 - A501
(1 - A406 NOT SHOWN)
2 - A501
A407A407
3 - A403 3 - A403
2 - A5013 - A501
2 - A602 @ 12" O.C PLACE PARALLEL TO ROADWAY
A501, TYP.
4 - A405, TYP.
2 - A405, TYP.
5 - A801 2 - A504 2 - A503
5'-0" LONG
A405
1. SEE SHEET S-212 FOR PAINTING OF SHEET PILE.
NOTES:
(3 - A801 BOTTOM NOT SHOWN)
5 - A801 TOP
BEARING PILE, TYP.3 - A801
A403, TYP.
2 - A407, typ
35 - A501 (7 BETWEEN PILES)
3'-0" MAX.
cl
OF SHEET PILE WINGWALL, TYP.
2 WEEP HOLES IN ADJACENT FLANGES
NOT TO SCALE
WEEP HOLE DETAIL
CENTERED OVER EACH HOLE.
GALVANIZED WIRE MESH
1'-0" X 1'-0" SECTION OF
FLANGE OF SHEET PILE
ELEV. VARIES
SPALLS BEDDING
RIPRAP
PILE FOR DRAINAGE.
FIELD DRILL 1" HOLE IN SHEET
OVER GALVANIZED WIRE MESH.
AASHTO M282 PLACED
RIPRAP FILTER FABRIC
1'-6" X 1'-6" SECTION OF
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C T P
H A
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BEARING PILE
NOT TO SCALE
SEE CIVIL SHEETS
GRAVEL SURFACING,
BEARING PILE
SECTION OF GRANULAR BACKFILL
APPROACH SLAB NO. 1 APPROACH SLAB NO. 2BRIDGE FLOOR
A B B
A
B
LEGEND
1'-0" MIN. 1'-0" MIN.
WIDTH OF SLEEPER SLAB
1'-0" MIN. 1'-0" MIN.
WIDTH OF SLEEPER SLAB
WATER IS NOT ALLOWED.
COMPACTION EQUIPMENT SHALL NOT BE USED IN THESE AREAS. FLOODING THE GRANULAR BACKFILL WITH
MECHANICAL TAMPER, ROLLER, OR VIBRATORY COMPACTOR. THERE IS NO DENSITY REQUIREMENT. HEAVY
PLACED IN 8-INCH LAYERS AND COMPACTED BY A SINGLE PASS OF A WALK-BEHIND, LIGHTWEIGHT (APPROX, 100 LBS.)
THE GRANULAR BACKFILL IN THESE AREAS (BEHIND ABUTMENTS AND BENEATH APPROACH SLABS) SHALL BE
A
SHEET PILESHEET PILE
SEE CIVIL SHEETS
GRAVEL SURFACING,
ELEV. 1647.66
ELEV. 1647.66
A
A
A
A
POURING THE CONCRETE SLAB
THE GRANULAR BACKFILL PRIOR TO
PLACE 3"x6" POLYSTYRENE ON TOP OF POURING THE CONCRETE SLAB
THE GRANULAR BACKFILL PRIOR TO
PLACE 3"x6" POLYSTYRENE ON TOP OF
NOTE 1 NOTE 1
3'-6" 3'-6"
COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS.
THE GRANULAR BACKFILL IN THESE AREAS (BENEATH SLEEPER SLABS) SHALL BE
RIPRAP
SPALLS
BEDDING
RIPRAP
SPALLS
BEDDING
NOTE 2 NOTE 2
SECTION A-A
NOT TO SCALE
APPROACH SLAB
VARIES
WINGWALLS ON SHEET S-106
AND DETAIL AT TOP OF SHEET PILE
CONCRETE PAVEMENT, SEE SHEET CP105
AND BEDDING
RIPRAP,SPALLS
ELEV. VARIES
A
SPALLS BEDDING
NEXT TO ABUTMENT
DEEPER GRANULAR BACKFILL SHOWN
1'-0" GRANULAR BACKFILL, EXCEPT WHERE
WINGWALL
SHEET PILE
P A
IN
T
NOT TO SCALE
NOT USED
8. NOT USED
7. NOT USED
6. NOT USED
AT 5% BY VOLUME COMPRESSION.
BY ASTM C 203. IT SHALL ALSO HAVE A COMPRESSIVE YIELD STRENGTH BETWEEN 16 PSI AND 40 PSI
5. POLYSTYRENE FILLER SHALL HAVE A MINIMUM FLEXURAL STRENGTH OF 35 PSI AS DETERMINED
IN SPECIFICATION SECTION 32 10 00.02 (NEBRASKA) PAVEMENTS FOR SMALL PROJECTS.
4. GRANULAR FILL SHALL COMPLY WITH THE REQUIREMENTS FOR AGGREGATE BASE COURSE
DAMAGED PAINT ON EXPOSED FACE OF SHEET PILE.
WHEN PLACING BACKFILL, BEDDING, SPALLS AND RIPRAP TO MINIMIZE DAMAGE TO PAINT. TOUCH UP ANY
4. PREPARE AND PAINT AREAS OF SHEET PILE WINGWALLS AS SHOWN IN SECTION A-A. EXCERCISE CARE
COMPRESSIVE STRENGTH.
UNTIL THE SUPERSTRUCTURE (BRIDGE SLAB) HAS BEEN PLACED AND CURED TO 70% OF SPECIFIED
THE LAND SIDE SHALL NOT PROCEED ABOVE THE ELEVATION OF BACKFILL ON THE RIVER SIDE
3. BACKFILLING SHALL BE DONE CONCURRENTLY ON ALL SIDES OF ABUTMENT. BACKFILLING ON
SLOPES AWAY FROM THE ABUTMENT.
MATERIAL IS PLACED BENEATH THE ABUTMENT CONCRETE, AND THAT TOP OF SOIL IN FRONT OF THE ABUTMENT
2. BACKFILL WITH COMPACTED CLAY BENEATH ABUTMENT CONCRETE. ENSURE THAT NO COARSE GRAINED
AND LIGHTLY COMPACTED AS SHOWN UNDER THE REMAINING APPROACH SLAB SECTION.
BOTTOM OF THE APPROACH SLAB; AND A MINIMUM DEPTH OF 1'-0" OF GRANULAR BACKFILL SHALL BE PLACED
BE BACKFILLED AND LIGHTLY COMPACTED WITH GRANULAR BACKFILL FROM THE BOTTOM OF THE VOID TO THE
FROM THE INSIDE ABUTMENT AND WINGWALL FACES. IF THIS OPTION IS ELECTED, THE 3'-6" WIDE VOID SHALL
THE CONTRACTOR MAY UTILIZE TEMPORARY SHORING TO ACHIEVE A MINIMUM OF 3'-6" OF CLEAR EXCAVATION
AT CONTRACTOR'S OPTION, IN LIEU OF EXCAVATING TO A SLOPE AS SHOWN TO CONSTRUCT THE ABUTMENT,
1. EXCAVATE TO A STABLE SLOPE IN ACCORDANCE WITH ALL APPLICABLE SAFETY REQUIREMENTS.
NOTES:
ABUTMENT DRAINAGE DETAIL
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TEXT SIZE = 1/8"
SCALE FACTOR = 1
d 90
Dp
2''
8 6''
6''
7''
1 1
1 1
3''
6''
8''
15''
19''
23''
24''
17''
12''
10''
8''
10''
15''
17''
19''
4''
1 2''
1 1''
9''
6''
12''
14''
16''
8''
SIZE
BAR HOOK H BAR
SIZE 90
HOOK H
° 135° SIZE
BAR
90 180 Dp
SIZE
BAR
Dp d = BAR SIZE
Dp = PIN DIAMETER
DETAILING
DIMENSION
HOOK
H
DETAILING
DIMENSION
HOOK
H
Dp d
DETAILING
DIMENSION
HOOK
H
Dp d
3 1/2"
4 1/2"
5 1/2"
9 1/2"
1 1/2"
2 1/2"
4 1/2"
5 1/2"11''
4 1/2" 4 1/2"
4''
5 1/2"
10 1/2"
BAR NUMBER
BAR SIZE
A413 A 4 13
REINFORCING BAR MARKS
BARS
PRIMARY STRESS
& TIES
STIRRUPS
STRESS
PRIMARY
& TIES
STIRRUPS
STANDARD HOOK LENGTH PIN DIAMETER
MARK LENGTH TYPE ''A'' ''B'' ''C'' ''D'' ''E'' ''F'' PIN HOOK
S701
S402
S407
S690
S692
S590
S492
S390
S391
N401
N692
N690
N590
4'-4"
4'-1"
7'-2"
5'-10"
14'-5"
5'-10"
4'-8"
5'-2"
5'-10"
5'-10"
6'-10"
14'-5"
8'-0"
1'-5"
3'-7"
2'-11"
4'-8"
2'-11"
1'-1 1/2"
1'-5"
2'-6"
2'-11"
3'-5"
4'-8"
1'-6"
1'-5"
3'-7"
2'-11"
2'-11"
2'-11"
3'-5"
1'-0"
1'-5"
2'-0"
6'-1"
1'-6"
2'-6"
6'-1"
1'-0" 8'-0"
1'-5"
1'-6"
1'-6"
1'-5"
1'-5"
5 1/4"
3"
3"
2 1/2"
3"
1 1/2"
1 1/2"
2 1/2"
5 1/2"
4"
4"
5 1/2"
8"
10"
10"
10"
6 1/2"
5"
5"
5"
5" 4 1/2"
4 1/2"
4 1/2"
2"10"
BENT
SLAB
BRIDGE
B506
B401
9'-0"
2'-3"
103 3'-9" 1'-6"
1'-6"
3'-9" 2 1/2"
B504 6'-0" 122 1'-9" 1'-3" 1'-3" 2 1/2"9" 9"
4 1/2"2"
REINFORCING BAR BENDING SCHEDULE
ABUTMENT
BRIDGE
RAIL ON
APPROACH SLAB
SLAB
APPROACH
RAIL ON
A602
A502 6"
A501
A403 2"
A407 2"
4'-6" 2'-0" 2'-0"
2 1/2"
3'-0" 1'-6" 1'-6" 4 1/2"
3'-4" 2'-9" 3'-4" VARIES
1'-6" 3'-2" 1'-6"6'-2"
3'-0" 3'-0" 1'-9 1/2"
2'-4 1/2"
A406 2"108 3'-6" 3'-6"16'-9" 1'-4 1/2"
18'-4 1/2"
4 1/2"
4 1/2"
1'-8 3/4"
3'-3 1/4"9'-3 1/4"
D
B
D
A
C
C
ALL DIMENSIONS ARE OUT TO OUT & NOT TO SCALE
ALL REINFORCING STEEL SHALL BE EPOXY COATED
C
E
A
B
AA C
B
A
A
A
A
B
B
B
B
C
C
180 H°
180 HOOK 180 HOOK
135 HOOK°
B
B
B
135 HOOK°
C A
A
E
B
A
B
A
C
C
D
B
D
A
A
A
A
B
B
B
B
C
C
CD
E
E
D
HOOK
135 °
A A
A
B
BCC
C
D
D
E
E
106105
111 112
113 114
A
B
E
C
D
= 4''
PIN DIA.
A
BC
PIN DIA. = 2''
5''
11''
°90 HOOK
F
C
D
B
C = (CIRCUM.)
D
C
B
A E
PIN DIA. = 2''
5''
11''
A
B
C A
°90 HOOK
A
°90 HOOK
HOOK
B
A
B
135 °
HOOK
A
B
C
D
E
F
130 133
B
A
C
D
D D E
PIN DIA. = 5‚''
B
A
B
D C
E
F F
B E N D I N G D I A G R A M S
2 1/2"A502 6"1034'-6" 2'-0" 2'-0"
N=APPROACH SLAB & CONCRETE RAIL ON APPROACH SLAB
S=BRIDGE SLAB & CONRETE RAIL ON BRIDGE
B=BENT
A=ABUTMENT
TYPE OF BRIDGE ELEMENT
18'-10"
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:44:43 PM 7/16/2020
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| RD01S-105 |
| RD01S-106 |
| RD01S-113 |
| RD01S-117 |
| RD01S-205 |
| RD01S-206 |
| RD01S-212 |
| RD01S-216 |
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