CS1

NORTH PIER #3 ELEVATIONBRIDGE "A"

AS1

NORTH PIER #1 ELEVATIONBRIDGE "A"

8’X12’ PANEL 8’X12’ PANEL

4’X

8’ P

AN

EL

4’X

8’ P

AN

EL

2’−6

" P

AN

EL

AR

250

AR

250

AR

250

BS1

PIER COLUMN #2 ELEVATIONBRIDGE "A"

8’X12’ PANEL8’X12’ PANEL

4’X

8’ P

AN

EL

4’X

8’ P

AN

EL

2’−6

" P

AN

EL

AR

250

AR

250

AR

250

8’X12’ PANEL

4’X

8’ P

AN

EL

AR

250

8’X12’ PANEL

4’X

8’ P

AN

EL

AR

250

AR

250

8’X12’ PANEL

4’X

8’ P

AN

EL

AR

250

8’X12’ PANEL

4’X

8’ P

AN

EL

AR

250

AR

250

8’X12’ PANEL

4’X

8’ P

AN

EL

8’X12’ PANEL

4’X

8’ P

AN

EL

AR

250

AR

250

AR

250

8’X12’ PANEL

4’X

8’ P

AN

EL

AR

250

8’X12’ PANEL

4’X

8’ P

AN

EL

AR

250

AR

250

8’X12’ PANEL

4’X

8’ P

AN

EL

AR

250

8’X12’ PANEL

4’X

8’ P

AN

EL

AR

250

AR

250

8’ FORM

8’ FORM

8’ FORM

8’ FORM

DS1

PIER COLUMN FORM PLAN TYP.BRIDGE "A"

AR

250

AR

250

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) 751−0880Oklahoma City, Ok. 73114

12409 HOLMBOE AVE.Construction Specialties, Ltd.

WEB: www.ellisforms.comCONTRACTOR:

Pour height, Pour rate, Temperature, use of superplactizers andretarding admixtures significantly affect the actual concretepressure.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOADSAND APPROVE DWG. IF THERE ARE ANY DISCREPENCIES, IT IS THECONTRACTOR’S RESPONSIBILTY TO NOTIFY ELLIS CONSTRUCTIONSPECIALTIES 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 generalnotes 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 erectionof equipment only. It is the responsibility of the contractor to verifyall dimensions and details of this layout and to properly integratethis drawing with the latest construction drawings in order to ensuresafe and accurate completion of the overall project objectives.

3) The customer bears the sole responsibility for ensuring that anyerection or use of the goods shown on these drawings confirms toall laws, ordinances, local codes, state codes, and the FederalOccupational Safety & Health Administration (OSHA) and projectspecifications and for checking the accuracy of field details anddimensions.

4) Do NOT use design pressures in excess of 2000 psf or 150 xheight of fresh concrete in forms, whichever is less. REFER tochart in Ellis Technical Instructional Manual.

5) Assembly locks at outside and inside corners are required perjoint. 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: 1assembly lock per 1’−0" in height for first 8’ then 1’−6" o.c. Forheight exceeding 16’ refer to the Ellis Technical InstructionalManual.

41

N.T.S.

MANHATTAN

I−35 & LINDSEY BRIDGE "A"

NORMAN, OK.

08/17/16 XXXXX

AS2

NORTH PIER #1 PLANBRIDGE "A"

BS2

NORTH PIER #1 ELEVATIONBRIDGE "A"

8’X

12

’ PA

NE

L

4’X8’ PANEL

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L2

’−6"

PA

NE

L

AR

250

4’ FORM

4’ FORM

AR

250

PIER COLUMN TYP. SECTIONBRIDGE "A"

8’ F

OR

M

8’ F

OR

M

2’ F

OR

M

2’ F

OR

M

AR

180

AR

180

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) 751−0880Oklahoma City, Ok. 73114

12409 HOLMBOE AVE.Construction Specialties, Ltd.

WEB: www.ellisforms.comCONTRACTOR:

Pour height, Pour rate, Temperature, use of superplactizers andretarding admixtures significantly affect the actual concretepressure.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOADSAND APPROVE DWG. IF THERE ARE ANY DISCREPENCIES, IT IS THECONTRACTOR’S RESPONSIBILTY TO NOTIFY ELLIS CONSTRUCTIONSPECIALTIES 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 generalnotes 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 erectionof equipment only. It is the responsibility of the contractor to verifyall dimensions and details of this layout and to properly integratethis drawing with the latest construction drawings in order to ensuresafe and accurate completion of the overall project objectives.

3) The customer bears the sole responsibility for ensuring that anyerection or use of the goods shown on these drawings confirms toall laws, ordinances, local codes, state codes, and the FederalOccupational Safety & Health Administration (OSHA) and projectspecifications and for checking the accuracy of field details anddimensions.

4) Do NOT use design pressures in excess of 2000 psf or 150 xheight of fresh concrete in forms, whichever is less. REFER tochart in Ellis Technical Instructional Manual.

5) Assembly locks at outside and inside corners are required perjoint. 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: 1assembly lock per 1’−0" in height for first 8’ then 1’−6" o.c. Forheight exceeding 16’ refer to the Ellis Technical InstructionalManual.

42

N.T.S.

MANHATTAN

I−35 & LINDSEY BRIDGE "A"

NORMAN, OK.

08/17/16 XXXXX

AS3

NORTH PIER #2 PLANBRIDGE "A"

BS3

NORTH PIER #2 ELEVATIONBRIDGE "A"

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

2’−6"

PA

NE

L

8’X

12

’ PA

NE

L2

’−6"

PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

4’X8’ PANEL

AR

180

AR

250

4’ FORM

4’ FORM

AR

250

PIER COLUMN TYP. SECTIONBRIDGE "A"

8’ F

OR

M

8’ F

OR

M

2’ F

OR

M

2’ F

OR

M

AR

180

AR

180

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) 751−0880Oklahoma City, Ok. 73114

12409 HOLMBOE AVE.Construction Specialties, Ltd.

WEB: www.ellisforms.comCONTRACTOR:

Pour height, Pour rate, Temperature, use of superplactizers andretarding admixtures significantly affect the actual concretepressure.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOADSAND APPROVE DWG. IF THERE ARE ANY DISCREPENCIES, IT IS THECONTRACTOR’S RESPONSIBILTY TO NOTIFY ELLIS CONSTRUCTIONSPECIALTIES 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 generalnotes 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 erectionof equipment only. It is the responsibility of the contractor to verifyall dimensions and details of this layout and to properly integratethis drawing with the latest construction drawings in order to ensuresafe and accurate completion of the overall project objectives.

3) The customer bears the sole responsibility for ensuring that anyerection or use of the goods shown on these drawings confirms toall laws, ordinances, local codes, state codes, and the FederalOccupational Safety & Health Administration (OSHA) and projectspecifications and for checking the accuracy of field details anddimensions.

4) Do NOT use design pressures in excess of 2000 psf or 150 xheight of fresh concrete in forms, whichever is less. REFER tochart in Ellis Technical Instructional Manual.

5) Assembly locks at outside and inside corners are required perjoint. 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: 1assembly lock per 1’−0" in height for first 8’ then 1’−6" o.c. Forheight exceeding 16’ refer to the Ellis Technical InstructionalManual.

43

N.T.S.

MANHATTAN

I−35 & LINDSEY BRIDGE "A"

NORMAN, OK.

08/17/16 XXXXX

AS4

NORTH PIER #3 PLANBRIDGE "A"

BS4

NORTH PIER #3 ELEVATIONBRIDGE "A"

8’X

12

’ PA

NE

L

4’X8’ PANEL

2’−6"

PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

8’X

12

’ PA

NE

L

4’ FORM

4’ FORM

AR

250

AR

250

PIER COLUMN TYP. SECTIONBRIDGE "A"

8’ F

OR

M

8’ F

OR

M

2’ F

OR

M

2’ F

OR

M

AR

180

AR

180

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) 751−0880Oklahoma City, Ok. 73114

12409 HOLMBOE AVE.Construction Specialties, Ltd.

WEB: www.ellisforms.comCONTRACTOR:

Pour height, Pour rate, Temperature, use of superplactizers andretarding admixtures significantly affect the actual concretepressure.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LOADSAND APPROVE DWG. IF THERE ARE ANY DISCREPENCIES, IT IS THECONTRACTOR’S RESPONSIBILTY TO NOTIFY ELLIS CONSTRUCTIONSPECIALTIES 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 generalnotes 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 erectionof equipment only. It is the responsibility of the contractor to verifyall dimensions and details of this layout and to properly integratethis drawing with the latest construction drawings in order to ensuresafe and accurate completion of the overall project objectives.

3) The customer bears the sole responsibility for ensuring that anyerection or use of the goods shown on these drawings confirms toall laws, ordinances, local codes, state codes, and the FederalOccupational Safety & Health Administration (OSHA) and projectspecifications and for checking the accuracy of field details anddimensions.

4) Do NOT use design pressures in excess of 2000 psf or 150 xheight of fresh concrete in forms, whichever is less. REFER tochart in Ellis Technical Instructional Manual.

5) Assembly locks at outside and inside corners are required perjoint. 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: 1assembly lock per 1’−0" in height for first 8’ then 1’−6" o.c. Forheight exceeding 16’ refer to the Ellis Technical InstructionalManual.

44

N.T.S.

MANHATTAN

I−35 & LINDSEY BRIDGE "A"

NORMAN, OK.

08/17/16 XXXXX