The document contains plans and elevations for formwork for Bridge A, including four sheets (S1-S4) showing details of three bridge piers (North Piers 1-3). The plans depict the layout of panels, rails, and other formwork components for constructing the concrete piers. Notes provide information on component abbreviations, formwork assembly requirements, concrete pour parameters, responsibilities of the contractor and formwork supplier, and other construction details.

1. C
S1
NORTH PIER #3 ELEVATION
BRIDGE "A"
A
S1
NORTH PIER #1 ELEVATION
BRIDGE "A"
8’X12’ PANEL 8’X12’ PANEL
4’X8’PANEL
4’X8’PANEL2’−6"PANEL
AR250
AR250
AR250
B
S1
PIER COLUMN #2 ELEVATION
BRIDGE "A"
8’X12’ PANEL8’X12’ PANEL
4’X8’PANEL
4’X8’PANEL2’−6"PANEL
AR250
AR250
AR250
8’X12’ PANEL
4’X8’PANEL
AR250
8’X12’ PANEL
4’X8’PANEL
AR250
AR250
8’X12’ PANEL
4’X8’PANEL
AR250
8’X12’ PANEL
4’X8’PANEL
AR250
AR250
8’X12’ PANEL
4’X8’PANEL
8’X12’ PANEL
4’X8’PANEL
AR250
AR250
AR250
8’X12’ PANEL
4’X8’PANEL
AR250
8’X12’ PANEL
4’X8’PANEL
AR250
AR250
8’X12’ PANEL
4’X8’PANEL
AR250
8’X12’ PANEL
4’X8’PANEL
AR250
AR250
8’ FORM
8’ FORM
8’ FORM
8’ FORM
D
S1
PIER COLUMN FORM PLAN TYP.
BRIDGE "A"
AR250
AR250
PROJECT:
LOCATION:
AIC = ARTICULATED INSIDE CORNER
AOC = ARTICULATED OUTSIDE CORNER
AR = ALIGNMENT RAIL (4" DBL BOX TUBE)
BAR = BRACE AS REQUIRED (BY CONT'R)
BLK = BULKHEAD AS REQUIRED (BY CONT'R)
BO = BOX OUT AS REQUIRED (BY CONTR'R)
BOF = BOTTOM OF FORM
CB = CORNER BRACKET
CS = CROSS STIFFENER
EJ = EXPANSION JOINT
F = FILLER BUILT BY CONT'R
FN = FLANGE NUT 100
FS = FLANGE SCREW (7")
H = HORIZINTAL
IC = INSIDE CORNER
ISC = INSIDE STRIPPING CORNER
IU = INNER UNIT (20mm ROD)
JBF = JOB BUILT FILLER BY CONTRACTOR
MPP = MULTI-PURPOSE PANEL
NTS = NOT TO SCALE
OCA = OUTSIDE CORNER ANGLE
P = PANEL
PFA = PIPE FORM ALIGNER
PB = POUR BREAK
SCB = SCAFFOLD BRACKET
SHB = SHE BOLT
S/P = STEEL PLY
TOC = TOP OF CONCRETE
TOF = TOP OF FORM
TT = TAPER TIE
FAX:(405) 755−1142PH:(405) 751−0880
Oklahoma City, Ok. 73114
12409 HOLMBOE AVE.
Construction Specialties, Ltd.
WEB: www.ellisforms.com
CONTRACTOR:
Pour height, Pour rate, Temperature, use of superplactizers and
retarding admixtures significantly affect the actual concrete
pressure.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOADS
AND APPROVE DWG. IF THERE ARE ANY DISCREPENCIES, IT IS THE
CONTRACTOR’S RESPONSIBILTY TO NOTIFY ELLIS CONSTRUCTION
SPECIALTIES BEFORE SHIPMENT OF MATERIAL.
ISSUED FOR CONSTRUCTION
ISSUED FOR CONTRACTOR APPROVAL
PRELIMINARY DETAILS ONLY − NOT FOR CONSTRUCTION
ISSUED FOR INFORMATION PURPOSES ONLY
DRAWING STATUS
1) Deviation in whole or part from this drawing and these general
notes shall relieve Ellis Construction Specialties of responsibility,
liability, and claim attributable to such deviation.
2) This drawing is provided as an aid in illustrating proper erection
of equipment only. It is the responsibility of the contractor to verify
all dimensions and details of this layout and to properly integrate
this drawing with the latest construction drawings in order to ensure
safe and accurate completion of the overall project objectives.
3) The customer bears the sole responsibility for ensuring that any
erection or use of the goods shown on these drawings confirms to
all laws, ordinances, local codes, state codes, and the Federal
Occupational Safety & Health Administration (OSHA) and project
specifications and for checking the accuracy of field details and
dimensions.
4) Do NOT use design pressures in excess of 2000 psf or 150 x
height of fresh concrete in forms, whichever is less. REFER to
chart in Ellis Technical Instructional Manual.
5) Assembly locks at outside and inside corners are required per
joint. 4’high: 2 locks, 8’ high: 3 locks, 12’ high: 5 locks. Above 12’
high: 1 assembly lock per 1’−6" in height, above 16’ high: 1
assembly lock per 1’−0" in height for first 8’ then 1’−6" o.c. For
height exceeding 16’ refer to the Ellis Technical Instructional
Manual.
41
N.T.S.
MANHATTAN
I−35 & LINDSEY BRIDGE "A"
NORMAN, OK.
08/17/16 XXXXX

2. A
S2
NORTH PIER #1 PLAN
BRIDGE "A"
B
S2
NORTH PIER #1 ELEVATION
BRIDGE "A"
8’X12’PANEL
4’X8’ PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL2’−6"PANEL
AR250
4’ FORM
4’ FORM
AR250
PIER COLUMN TYP. SECTION
BRIDGE "A"
8’FORM
8’FORM
2’FORM
2’FORM
AR180
AR180
PROJECT:
LOCATION:
AIC = ARTICULATED INSIDE CORNER
AOC = ARTICULATED OUTSIDE CORNER
AR = ALIGNMENT RAIL (4" DBL BOX TUBE)
BAR = BRACE AS REQUIRED (BY CONT'R)
BLK = BULKHEAD AS REQUIRED (BY CONT'R)
BO = BOX OUT AS REQUIRED (BY CONTR'R)
BOF = BOTTOM OF FORM
CB = CORNER BRACKET
CS = CROSS STIFFENER
EJ = EXPANSION JOINT
F = FILLER BUILT BY CONT'R
FN = FLANGE NUT 100
FS = FLANGE SCREW (7")
H = HORIZINTAL
IC = INSIDE CORNER
ISC = INSIDE STRIPPING CORNER
IU = INNER UNIT (20mm ROD)
JBF = JOB BUILT FILLER BY CONTRACTOR
MPP = MULTI-PURPOSE PANEL
NTS = NOT TO SCALE
OCA = OUTSIDE CORNER ANGLE
P = PANEL
PFA = PIPE FORM ALIGNER
PB = POUR BREAK
SCB = SCAFFOLD BRACKET
SHB = SHE BOLT
S/P = STEEL PLY
TOC = TOP OF CONCRETE
TOF = TOP OF FORM
TT = TAPER TIE
FAX:(405) 755−1142PH:(405) 751−0880
Oklahoma City, Ok. 73114
12409 HOLMBOE AVE.
Construction Specialties, Ltd.
WEB: www.ellisforms.com
CONTRACTOR:
Pour height, Pour rate, Temperature, use of superplactizers and
retarding admixtures significantly affect the actual concrete
pressure.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOADS
AND APPROVE DWG. IF THERE ARE ANY DISCREPENCIES, IT IS THE
CONTRACTOR’S RESPONSIBILTY TO NOTIFY ELLIS CONSTRUCTION
SPECIALTIES BEFORE SHIPMENT OF MATERIAL.
ISSUED FOR CONSTRUCTION
ISSUED FOR CONTRACTOR APPROVAL
PRELIMINARY DETAILS ONLY − NOT FOR CONSTRUCTION
ISSUED FOR INFORMATION PURPOSES ONLY
DRAWING STATUS
1) Deviation in whole or part from this drawing and these general
notes shall relieve Ellis Construction Specialties of responsibility,
liability, and claim attributable to such deviation.
2) This drawing is provided as an aid in illustrating proper erection
of equipment only. It is the responsibility of the contractor to verify
all dimensions and details of this layout and to properly integrate
this drawing with the latest construction drawings in order to ensure
safe and accurate completion of the overall project objectives.
3) The customer bears the sole responsibility for ensuring that any
erection or use of the goods shown on these drawings confirms to
all laws, ordinances, local codes, state codes, and the Federal
Occupational Safety & Health Administration (OSHA) and project
specifications and for checking the accuracy of field details and
dimensions.
4) Do NOT use design pressures in excess of 2000 psf or 150 x
height of fresh concrete in forms, whichever is less. REFER to
chart in Ellis Technical Instructional Manual.
5) Assembly locks at outside and inside corners are required per
joint. 4’high: 2 locks, 8’ high: 3 locks, 12’ high: 5 locks. Above 12’
high: 1 assembly lock per 1’−6" in height, above 16’ high: 1
assembly lock per 1’−0" in height for first 8’ then 1’−6" o.c. For
height exceeding 16’ refer to the Ellis Technical Instructional
Manual.
42
N.T.S.
MANHATTAN
I−35 & LINDSEY BRIDGE "A"
NORMAN, OK.
08/17/16 XXXXX

3. A
S3
NORTH PIER #2 PLAN
BRIDGE "A"
B
S3
NORTH PIER #2 ELEVATION
BRIDGE "A"
8’X12’PANEL
8’X12’PANEL
2’−6"PANEL
8’X12’PANEL2’−6"PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
4’X8’ PANEL
AR180
AR250
4’ FORM
4’ FORM
AR250
PIER COLUMN TYP. SECTION
BRIDGE "A"
8’FORM
8’FORM
2’FORM
2’FORM
AR180
AR180
PROJECT:
LOCATION:
AIC = ARTICULATED INSIDE CORNER
AOC = ARTICULATED OUTSIDE CORNER
AR = ALIGNMENT RAIL (4" DBL BOX TUBE)
BAR = BRACE AS REQUIRED (BY CONT'R)
BLK = BULKHEAD AS REQUIRED (BY CONT'R)
BO = BOX OUT AS REQUIRED (BY CONTR'R)
BOF = BOTTOM OF FORM
CB = CORNER BRACKET
CS = CROSS STIFFENER
EJ = EXPANSION JOINT
F = FILLER BUILT BY CONT'R
FN = FLANGE NUT 100
FS = FLANGE SCREW (7")
H = HORIZINTAL
IC = INSIDE CORNER
ISC = INSIDE STRIPPING CORNER
IU = INNER UNIT (20mm ROD)
JBF = JOB BUILT FILLER BY CONTRACTOR
MPP = MULTI-PURPOSE PANEL
NTS = NOT TO SCALE
OCA = OUTSIDE CORNER ANGLE
P = PANEL
PFA = PIPE FORM ALIGNER
PB = POUR BREAK
SCB = SCAFFOLD BRACKET
SHB = SHE BOLT
S/P = STEEL PLY
TOC = TOP OF CONCRETE
TOF = TOP OF FORM
TT = TAPER TIE
FAX:(405) 755−1142PH:(405) 751−0880
Oklahoma City, Ok. 73114
12409 HOLMBOE AVE.
Construction Specialties, Ltd.
WEB: www.ellisforms.com
CONTRACTOR:
Pour height, Pour rate, Temperature, use of superplactizers and
retarding admixtures significantly affect the actual concrete
pressure.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOADS
AND APPROVE DWG. IF THERE ARE ANY DISCREPENCIES, IT IS THE
CONTRACTOR’S RESPONSIBILTY TO NOTIFY ELLIS CONSTRUCTION
SPECIALTIES BEFORE SHIPMENT OF MATERIAL.
ISSUED FOR CONSTRUCTION
ISSUED FOR CONTRACTOR APPROVAL
PRELIMINARY DETAILS ONLY − NOT FOR CONSTRUCTION
ISSUED FOR INFORMATION PURPOSES ONLY
DRAWING STATUS
1) Deviation in whole or part from this drawing and these general
notes shall relieve Ellis Construction Specialties of responsibility,
liability, and claim attributable to such deviation.
2) This drawing is provided as an aid in illustrating proper erection
of equipment only. It is the responsibility of the contractor to verify
all dimensions and details of this layout and to properly integrate
this drawing with the latest construction drawings in order to ensure
safe and accurate completion of the overall project objectives.
3) The customer bears the sole responsibility for ensuring that any
erection or use of the goods shown on these drawings confirms to
all laws, ordinances, local codes, state codes, and the Federal
Occupational Safety & Health Administration (OSHA) and project
specifications and for checking the accuracy of field details and
dimensions.
4) Do NOT use design pressures in excess of 2000 psf or 150 x
height of fresh concrete in forms, whichever is less. REFER to
chart in Ellis Technical Instructional Manual.
5) Assembly locks at outside and inside corners are required per
joint. 4’high: 2 locks, 8’ high: 3 locks, 12’ high: 5 locks. Above 12’
high: 1 assembly lock per 1’−6" in height, above 16’ high: 1
assembly lock per 1’−0" in height for first 8’ then 1’−6" o.c. For
height exceeding 16’ refer to the Ellis Technical Instructional
Manual.
43
N.T.S.
MANHATTAN
I−35 & LINDSEY BRIDGE "A"
NORMAN, OK.
08/17/16 XXXXX

4. A
S4
NORTH PIER #3 PLAN
BRIDGE "A"
B
S4
NORTH PIER #3 ELEVATION
BRIDGE "A"
8’X12’PANEL
4’X8’ PANEL
2’−6"PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
8’X12’PANEL
4’ FORM
4’ FORM
AR250
AR250
PIER COLUMN TYP. SECTION
BRIDGE "A"
8’FORM
8’FORM
2’FORM
2’FORM
AR180
AR180
PROJECT:
LOCATION:
AIC = ARTICULATED INSIDE CORNER
AOC = ARTICULATED OUTSIDE CORNER
AR = ALIGNMENT RAIL (4" DBL BOX TUBE)
BAR = BRACE AS REQUIRED (BY CONT'R)
BLK = BULKHEAD AS REQUIRED (BY CONT'R)
BO = BOX OUT AS REQUIRED (BY CONTR'R)
BOF = BOTTOM OF FORM
CB = CORNER BRACKET
CS = CROSS STIFFENER
EJ = EXPANSION JOINT
F = FILLER BUILT BY CONT'R
FN = FLANGE NUT 100
FS = FLANGE SCREW (7")
H = HORIZINTAL
IC = INSIDE CORNER
ISC = INSIDE STRIPPING CORNER
IU = INNER UNIT (20mm ROD)
JBF = JOB BUILT FILLER BY CONTRACTOR
MPP = MULTI-PURPOSE PANEL
NTS = NOT TO SCALE
OCA = OUTSIDE CORNER ANGLE
P = PANEL
PFA = PIPE FORM ALIGNER
PB = POUR BREAK
SCB = SCAFFOLD BRACKET
SHB = SHE BOLT
S/P = STEEL PLY
TOC = TOP OF CONCRETE
TOF = TOP OF FORM
TT = TAPER TIE
FAX:(405) 755−1142PH:(405) 751−0880
Oklahoma City, Ok. 73114
12409 HOLMBOE AVE.
Construction Specialties, Ltd.
WEB: www.ellisforms.com
CONTRACTOR:
Pour height, Pour rate, Temperature, use of superplactizers and
retarding admixtures significantly affect the actual concrete
pressure.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOADS
AND APPROVE DWG. IF THERE ARE ANY DISCREPENCIES, IT IS THE
CONTRACTOR’S RESPONSIBILTY TO NOTIFY ELLIS CONSTRUCTION
SPECIALTIES BEFORE SHIPMENT OF MATERIAL.
ISSUED FOR CONSTRUCTION
ISSUED FOR CONTRACTOR APPROVAL
PRELIMINARY DETAILS ONLY − NOT FOR CONSTRUCTION
ISSUED FOR INFORMATION PURPOSES ONLY
DRAWING STATUS
1) Deviation in whole or part from this drawing and these general
notes shall relieve Ellis Construction Specialties of responsibility,
liability, and claim attributable to such deviation.
2) This drawing is provided as an aid in illustrating proper erection
of equipment only. It is the responsibility of the contractor to verify
all dimensions and details of this layout and to properly integrate
this drawing with the latest construction drawings in order to ensure
safe and accurate completion of the overall project objectives.
3) The customer bears the sole responsibility for ensuring that any
erection or use of the goods shown on these drawings confirms to
all laws, ordinances, local codes, state codes, and the Federal
Occupational Safety & Health Administration (OSHA) and project
specifications and for checking the accuracy of field details and
dimensions.
4) Do NOT use design pressures in excess of 2000 psf or 150 x
height of fresh concrete in forms, whichever is less. REFER to
chart in Ellis Technical Instructional Manual.
5) Assembly locks at outside and inside corners are required per
joint. 4’high: 2 locks, 8’ high: 3 locks, 12’ high: 5 locks. Above 12’
high: 1 assembly lock per 1’−6" in height, above 16’ high: 1
assembly lock per 1’−0" in height for first 8’ then 1’−6" o.c. For
height exceeding 16’ refer to the Ellis Technical Instructional
Manual.
44
N.T.S.
MANHATTAN
I−35 & LINDSEY BRIDGE "A"
NORMAN, OK.
08/17/16 XXXXX