THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, JANUARY 4, 2010.

2009 OKLAHOMA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION-ENGLISH GOVERN, APPROVED BY

DESIGN DATA

3

FT. 0.000

0.005

MI.

MI.

MI.

EQUATIONS :

EXCEPTIONS :

NONE

1''

1'' = 1,000'

SCALES

PLAN

PROFILE HOR.

VER.

LAYOUT MAP

1'' = 100'

CONVENTIONAL SYMBOLS

LOCATION MAP

DEPARTMENT OF TRANSPORTATION

DEPARTMENT OF TRANSPORTATION

OKLAHOMA

FEDERAL HIGHWAY ADMINISTRATION

DATE APPROVED

BYBY

DATE APPROVED

CHIEF ENGINEER DIVISION ADMINISTRATOR

COUNTY HIGHWAY SHEET NO.

SWO PROJECT NO.

(918) 492-1600Tulsa, Oklahoma 74103

One West Third Street, Suite 200

DATE :

CERTIFICATE OF AUTHORIZATION NO. 7569 P.E., L.S. RENEWAL DATE 6-30-22

P.E. N

O : 3

3449(0

4)

Benham Design, LLC

11%

57%

12%

14%

V=65 MPH

AADT 2020

AADT 2040

K (DHV / ADT-TWO WAY)

D (DIRECTIONAL DIST.)

T (% OF DHV)

T (% OF AADT)

T OVERLOADS (AXLES)

20-YR FLEX ESALs

FT.

ROADWAY LENGTH

BRIDGE LENGTH

PROJECT LENGTH 0.005

24.25

0001

NONE

Susan Owen Tryon, P.E.

PROJECT MANAGER

OK P.E. NO. 15852

BRIDGE "A"

STATE HIGHWAY

51

BR ABR LENGTH= 24.25'

R 8 E

N

19

T

2827

29

20

2122

N3670 Rd

NS368

NS367

EW063

3.05 MIL

SH 51

3264

4850

CREEK SH-51

NS369

YALE

TO

MANNFORD

TO

S 433rd

W Ave

417th Ave

W

Speck

Wrig

ht Rd

S 401st

W Ave

Creek

Pond

8%

RE

GIS

TE

RE

D

PORFESSION

A

LE

NGIN

EER

OKLAHOMA

TRYON

SUSAN OWEN

15852

0.00

P:\

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Sheet.d

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7:0

0:13

AM

9/3/2020

X

+2% -2%

PRES. R/W

R/W

R/WRIGHT-OF-WAY FENCE

CONTROLLED ACCESS

RIGHT-OF-WAY LINES - NEW

RIGHT-OF-WAY LINES - EXISTING

DRAINAGE STRUCTURES - NEW

DRAINAGE STRUCTURES - IN PLACE

OILWELL

BUILDINGS

TELEPHONE & TELEGRAPH

POWER LINES

GRADE LINES

BASE LINE

EXISTING ROADS

FENCES

GROUND LINE

SECTION LINES

QUARTER SECTION LINES

RANGE & TOWNSHIP

RAILROADS

PROPOSED ROAD

STATE OF OKLAHOMA

DEPARTMENT OF TRANSPORTATION

PLAN OF PROPOSED

BRIDGE REHABILITATION

CREEK COUNTYCONTROL SECTION 51-19-38

STATE JOB NO. 33449(04)

STA. 1780+87.88

STA. 1781+12.13

NOTE: PROJECT LENGTH BASED ON AS-BUILTS

NA

NA

6.5

CONTROL SUB-SECTION

BRIDGE A LOCATION NO. 1938 0654 X; EXISTING NBI NO. 18172

PROJECT NO. SBR-219B(079)SB

SH 51 OVER UNNAMED CREEK

Unnamed

SBR-219B(079)SB

7-2-2020

(DELETED)

PRELIMIN

ARY PLANS

BRIDGE GENERAL NOTES BRIDGE GENERAL NOTES BRIDGE GENERAL NOTES

SUMMARY OF PAY QUANTITIES (1)

GENERAL NOTES &

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

SOT

BENHAM

01/20

BRIDGE A

DAS

AEJ

01/20

01/20

01/20

ATB

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Notes (1).dgn

12:4

5:0

3 P

M9/8/2020

CREEK SH-51 AB01

PRELIMIN

ARY PLANS

BRIDGE PAY ITEM NOTES

SUMMARY OF PAY QUANTITIES (2)

GENERAL NOTES &

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

SOT

BENHAM

01/20

BRIDGE A

DAS

AEJ

01/20

01/20

01/20

ATB

P:\

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12:4

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CREEK SH-51 AB02

PRELIMIN

ARY PLANS

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Pay It

ems.d

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8:17:10

AM

7/2/2020

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

BENHAM

SOT

01/20

01/20

01/20

01/20

CREEK SH-51

JH

JP

AT01

LW

ROADWAY PAY ITEM NOTES

TRAFFIC CONTROL GENERAL CONSTRUCTION NOTES

TRAFFIC CONTROL PAY ITEM NOTES

& NOTES

TRAFFIC PAY ITEMS

PRELIMIN

ARY PLANS

GENERAL PLAN AND ELEVATION (1)

SCALE

0 30 60 90

CURTAIN WALL

NEW APRON AND

PLAN

AA CONCRETE

INHIBITOR AND CLASS

REBAR, CORROSION

TO BE REPAIRED WITH

8'x8' AT TOP SLAB

INJECTION

WITH EPOXY

REPAIR JOINT

WITH CLASS AA CONCRETE

REPAIR 1'x1' SPALL

INJECTION

WITH EPOXY

REPAIR JOINT

ROD AND SEAL

1" DIA. BACKER

REPAIR JOINT WITH

AND SEAL

3/4" DIA. BACKER ROD

REPAIR JOINT WITH

REMOVED (TYP.)

FOOTING TO BE

WINGWALLS AND

HEADWALL,

EXISTING NORTH

REMAIN (TYP.)

AND FOOTINGS TO

HEADWALL, WINGWALLS

EXISTING SOUTH

EXISTING 2-10'x10' RCB

WINGWALLS, ONE APRON AND ONE CURTAIN WALL.

END SECTION (AT NORTH END) WHICH IS COMPRISED OF ONE HEADWALL, TWO

SOUTH END) WHICH INCLUDES ONE CURTAIN WALL, AND ONE NEW STANDARD

QUANTITIES ABOVE ARE FOR REPAIRS TO EXISTING RCB, ONE NEW APRON (AT

NOTE:

INDEX OF BRIDGE SHEETS

SEE NOTE 1

SEE NOTE 1

STA. 19+82.50, ¡ EXIST. CHANNEL SURVEY

STA. 1781+00, ¡ SURVEY SH-51 =

AT ¡ SURVEY STA. 1781+00.

DOWNSTREAM OF EXISTING 2-10'x10' RCB 60° LT. FWD.

ADD APRON UPSTREAM AND REPLACE END SECTION

AND CLASS AA CONCRETE. SEE MISCELLANEOUS DETAILS (2).

REPAIR JOINT (ALL SIDES OF RCB) WITH REBAR, CORROSION INHIBITOR 1.

:NOTES

INHIBITOR

INJECTION AND CORROSION

PNEUMATIC MORTAR, EPOXY

REPAIR 30'x1' AREA WITH

CORROSION INHIBITOR

EPOXY INJECTION AND

WITH PNEUMATIC MORTAR,

REPAIR 0.5'x1.5' SPALL

PR

ES.

R/W

AND FILTER FABRIC

WITH 6" FILTER BLANKET

18" TYPE 1-A RIPRAP AND FILTER FABRIC

FILTER BLANKET

RIPRAP WITH 6"

18" TYPE 1-A

DIT

CH

EXIS

TIN

G

UNNAMED CREEK

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

SOT

BENHAM

01/20

BRIDGE A

DAS

AEJ

01/20

01/20

01/20

ATB

P:\

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4:13:2

1 P

M9/8/2020

CREEK SH-51

"83183'-7 "8

5155'-10

339'-6"

EXIST. R

DWY

SHLDR

SHLDR

"871'-1 "8

71'-1

1'-0"1'-6" 1'-6" 1'-6" 1'-0" 1'-6"

EXISTING BARREL

9'-0" REMOVE AND REPLACE

41'-6"

END SECTION

NEW STANDARD

30°

30°

"4313'-10

10'-0

"

20'-0

"

FLOW

B001

¥ ELEV. 747.57'

EXIST. INLET

747.64'

¥ ELEV.

N 89°59'2

5" E

740.29'

¥ ELEV.

¥ ELEV. 740.46'

EXISTING OUTLET

SHEET NO. TITLE

N 29°59'25" E

SH-5

1

PRELIMIN

ARY PLANS

GENERAL PLAN AND ELEVATION (2)

ELEVATION

ODOT STANDARDS

F'y = 60 KSIREINFORCING STEEL:

f'c = 4 KSICLASS AA CONCRETE:MATERIALS:

FOURTH EDITION, AND 2008 INTERIMS.

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS,

DESIGNED IN ACCORDANCE WITH 2007DESIGN:

HL-93 AND ODOT OVERLOAD TRUCK.LOADING:

DESIGN DATA

STA. 19+82.50, ¡ EXIST. CHANNEL SURVEY

STA. 1781+00, ¡ SURVEY SH-51 =

AT ¡ SURVEY STA. 1781+00.

DOWNSTREAM OF EXISTING 2-10'x10' RCB 60° LT. FWD.

ADD APRON UPSTREAM AND REPLACE END SECTION

A MINIMUM 1.5 FEET INTO ROCK.

CURTAIN WALLS AT BOTH UPSTREAM AND DOWNSTREAM SHALL BE KEYED 2.

WINGWALLS, HEADWALL, APRON AND 6'-0" DEEP CURTAIN WALL.

NEW RCB CONSTRUCTION CONSISTS OF NEW STANDARD RCB END SECTION, 1.

NOTES:

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

SOT

BENHAM

01/20

BRIDGE A

DAS

AEJ

01/20

01/20

01/20

CREEK SH-51

ATB

P:\

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8:4

7:16

AM

7/2/2020

REMOVAL OF BRIDGE ITEMS

9'-0"

0.4%

725

730

735

740

745

750

755

765

775

22+00 21+00

725

730

735

740

745

750

755

765

775

25%0.5%

CURTAIN WALL

NEW APRON AND

B002

747.64'

¥ ELEV.

747.33'

¥ ELEV.

¥ ELEV. 747.57'

EXISTING INLET

741.54'

¥ ELEV.

¥ ELEV. 740.46'

EXISTING OUTLET

740.29'

¥ ELEV.

TO REMAIN

EXISTING RCB

SEE NOTE 1

NEW RCB CONSTRUCTION

EXISTING RCB

END OF

2-10'x10' RCB

EXISTING

20+0020+5021+50 19+50 19+00 18+50 18+00

SHEET (2)

MISC. DETAILS

SEE DETAIL 1

SHEET (2)

MISC. DETAILS

SEE DETAIL 2

SHEET (2)

MISC. DETAILS

(OPP. HAND)

SEE DETAIL 1

REPAIR

JOINT

REPAIR

JOINT

REPAIR

JOINT

WITH CLSM

RCB CONSTRUCTION

EXISTING RCB AND NEW

FILL VOIDS BENEATH

RCB SHALL REMAIN INTACT

EXISTING PEDESTAL BENEATH

RCB SHALL REMAIN INTACT

EXISTING PEDESTAL BENEATH

WITH CLSM

RCB CONSTRUCTION

EXISTING RCB AND NEW

FILL VOIDS BENEATH

DESIGN #3 DESIGN #2DESIGN #1

DESIGN #3DES. #2

RCB-CW2-D6-30-01E

RCB-E2-H10-30-3-01E

RCB-E2-H10-30-2-01E

RCB-E2-H10-30-1-01E

PRELIMIN

ARY PLANS

(B

EL

OW)

(TYP.)

WINGWALL

EXISTING

(TYP.)

FOOTING

EXISTING

APRON PLAN

APRON REINFORCING

RCB

EXISTING

(TOP & BOTT.)

AD2 #4

(TOP & BOTT.)

AD1 #4

10-AT5 #5@12 (BOTT.)

10-AT4 #4@12 (TOP)

(TOP & BOTT.)

AC1 #4(TOP & BOTT.)

AC2 #4

SEE DETAIL A

SEE DETAIL B

DETAIL A DETAIL B

(TOP & BOTT.)

AC1 #4

(TOP & BOTT.)

AC2 #4

AC1 #4 x 3'-0" AC2 #4 x 3'-0"

AP

RO

N SL

AB)

AT7 #5 (BOTT.)

AT6 #4 (TOP)

(TOP & BOTT.)

2-AT1 #4AT3 #5 (BOTT.)

AT2 #4 (TOP)

TO FIT

FIELD BEND

AL3 #4

AL1 #4

SOUTH APRON DETAILS (1)

DB1 #5

PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURE DIMENSIONS 3.

STRUCTURE.

DIAMETERS (OR AS PER MANUFACTURER'S SPECIFICATIONS) INTO EXISTING

DRILL AND EPOXY GROUT BD1 #5 DOWELS A MINIMUM OF 15 BAR 2.

TOP OF FOOTINGS.

NEW APRON SHALL BE CONSTRUCTED FLUSH WITH EXISTING BARREL AND 1.

:NOTES

REQUIRED)

WALL (FIELD BEND AS

CENTERED IN CURTAIN

(VERTICALLY PLACED)

3-DB1 #5@6

REQUIRED)

WALL (FIELD BEND AS

CENTERED IN CURTAIN

(VERTICALLY PLACED)

3-DB1 #5@6

A

A

SECTION A-A

A

A

FOOTING

EXISTING WINGWALL

DB1 #5@6CURTAIN WALL

NOT SHOWN FOR CLARITY)

(CURTAIN WALL AND EXISTING FOOTING REINFORCING

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

SOT

BENHAM

01/20

BRIDGE A

DAS

AEJ

01/20

01/20

01/20

CREEK SH-51

ATB

P:\

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8:4

9:13

AM

7/2/2020

"21

24'-9

"4117'-11

"85

13'-5

CU

RT

AIN

WA

LL

1'-0

"

6"

1'-0" 1'-0"(TOP & BOTT.)

20-AL1 #4@12

(TOP & BOTT.)

18-AL2 #4@12

(TOP & BOTT.)

6-AL3 #4@12

6"

1'-2"

2'-2"

1'-0"

2'-0"

2'-0

"

1'-0"

30°

60°

150° 120°

"87

46'-1

"43

13'-10

(CENTERED

IN N

EW A

PRON

SLAB)

22-D

B1 #

5@12

(CE

NTE

RE

D IN N

EW

12-D

B1 #

5@

12

6"

(CENTERED IN NEW APRON SLAB)

18-DB1 #5@12

B003

PRELIMIN

ARY PLANS

CS1 #5 x 5'-9" CS3 #5 x 6'-0"

CURTAIN WALL END DETAIL

CL

R

CL

R

1

1

CL

R

CURTAIN WALL DETAIL

AL BARS IN APRON SLAB.

CS1 AND CS2 BARS ALIGN WITH NOTE: 1

CURTAIN WALL AT WEST END - APRON PLAN CURTAIN WALL AT EAST END - APRON PLAN

(BELOW)

CURTAIN WALL

(BELOW)

CURTAIN WALL

APRON EAST STRAIGHT END)

(NOT REQUIRED AT NORTH

ENDS OF CURTAIN WALL.

PLACES 2" CLR. FROM

2-CS3 #5 (IN PAIRS)CURTAIN WALL

CS1 #5

CS2 #5

AT1 #4 BARS

AL #4 BARS

APRONAT #4 BARS

AT #5 BARS

4-CT1 #4@12

4-CT2 #4@12

SOUTH APRON DETAILS (2)

TYP.

REQUIRED

ROTATE AS TYP.

REQUIRED

ROTATE AS

(2 PER SET)

CS3 #5(2 PER SET)

CS3 #5@8

CS2 #5 x 7'-1"

CURTAIN WALL SHALL BE KEYED A MINIMUM 1.5 FEET INTO ROCK.1.

:NOTE

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

SOT

BENHAM

01/20

BRIDGE A

DAS

AEJ

01/20

01/20

01/20

CREEK SH-51

ATB

P:\

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8:4

9:5

4

AM

7/2/2020

8"

8"8"

1'-9" 1'-9"

4'-8"

4'-0"

3"

3"

3"

1'-0"

8"

CS1 #5@12 (BOTT.)

CS2 #5@12 (TOP) 8" 6"

CS1 #5@12 (BOTT.)

CS2 #5@12 (TOP)1'-8"

1'-1"

1'-1"

4'-8"

4'-0"

MIN.

B004

PRELIMIN

ARY PLANS

CONCRETE JOINT REPAIR DETAIL

PNEUMATICALLY PLACED

MORTAR REPAIR TYPICAL DETAIL

CONCRETE REPAIR TYPICAL DETAIL

CLASS AA

:NOTES

SIDE ELEVATION VIEW RCB

QTY. LENGTHSIZE

REINFORCING DOWELS

(LBS.)

WEIGHT

TOTAL

BD2-BARS AT 12" MAX.

FRONT ELEVATION VIEW RCB AT NORTH END

PLAN VIEW DOWEL DETAIL AT RCB WALL

MISCELLANEOUS DETAILS (1)

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

SOT

BENHAM

01/20

BRIDGE A

DAS

AEJ

01/20

01/20

01/20

CREEK SH-51

ATB

P:\

FD

B\16

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8:4

7:5

0

AM

7/2/2020

VARIES

CE

NT

ER

ED IN E

XIS

TIN

G

WA

LL

BD

2 #

6@

12

23'-0"

10'-0"

1'-0"

1'-1"

(CENTERED IN EXISTING SLAB)

23-BD2 #6@12 TOP AND BOTTOM SLAB

(C

EN

TE

RE

D IN E

XIS

TIN

G

WA

LL)

10-B

D2 #

6@

12 E

AC

H

WA

LL

B005

" SAWCUT AROUND21

REMOVED AREA TO PREVENTFEATHERED EDGES

PLACED MORTAR

AND PNEUMATICALLY

CORROSION INHIBITOR

REINFORCING

BLAST CLEAN EXISTING

BY THE ENGINEER

CONCRETE AS DIRECTED

REMOVE UNSOUND

" SAWCUT AROUND21

REMOVED AREA TO PREVENTFEATHERED EDGES

AND CLASS AA REPAIR

CORROSION INHIBITOR

REINFORCING

BLAST CLEAN EXISTING

BY THE ENGINEER

CONCRETE AS DIRECTED

REMOVE UNSOUND

SCALE: NONE

15 X d

BD2 #6

SCALE: NONE

SCALE: NONE

RCB

EXISTING

EXISTING SLAB

CENTERED IN

BD2 #6@12

EXISTING SLAB

CENTERED IN

BD2 #6@12

76#6 3'-0" 342.46

JOINT FILLER

EXPANSION

PRE-FORMED

(NON-SAG)

SILICON JOINT SEALER

SEAL WITH LOW MODULUS

END SECTION

NEW STANDARD

END SECTION

NEW STANDARD

2-10'x10' RCB

EXISTING

RCB

EXISTING

b

ODOT STD. LECS-4-2

RODS. SEE NOTE AND

WITH OPEN CELL BACKER

FILL CRACKS AT JOINTS

BID PER LF OF "CONCRETE JOINT SEALING".

SILICONE SEALER AND ALL OTHER INCIDENTALS TO BE INCLUDED IN PRICE

OF THE EXPANSION FILLER, BACKER ROD, POLYURETHANE, LOW MODULUS

PLUS, OR APPROVED EQUAL PRIOR TO PRESSING INTO THE JOINTS. ALL COST

SHALL BE SOAKED IN POLYURETHANE PRODUCT SUCH AS SIKA FIXX HH

PRE-FORMED EXPANSION JOINT FILLER IN JOINT. OPEN CELL BACKER RODS

CLEAR EXISTING JOINT OF DEBRIS AND EXISTING JOINT MATERIAL. PLACE

NOTE:

ALIGN DOWELS VERTICALLY IN CENTER OF EXISTING RCB WALLS.3.

AA CONCRETE".

EPOXY GROUT SHALL BE INCLUDED IN THE BID PRICE PER CY OF "CLASS

AS PER MANUFACTURER'S SPECIFICATIONS. ALL COST FOR DRILL AND

CONTRACTOR SHALL DRILL AND EPOXY GROUT A MINIMUM OF (15xdb) OR 2.

STRUCTURE.

TAPER BOTH SIDES OF THE NEW BOX EQUALLY TO MATCH THE EXISTING

INTERIOR WALLS OF THE NEW BOX WITH THE EXISTING STRUCTURE AND

NEW BOX DIMENSIONS, THEN THE CONTRACTOR SHALL ALIGN THE

CONSTRUCTION. IF THE EXISTING BOX DIMENSIONS DO NOT MATCH THE

CONTRACTOR SHALL FIELD VERIFY EXISTING BOX DIMENSIONS PRIOR TO 1.PRELIMIN

ARY PLANS

DETAIL 1

MISCELLANEOUS DETAILS (2)

DES. #2, #3 B3 #5 x 7'-4"

DES. #1 B3 #5 x 7'-9"

DETAIL 2

:NOTE

BARREL SECTION AT FULL DEPTH JOINT REPAIR

DES. #3 B2 #5 x 11'-4"

DES. #2 B2 #5 x 11'-11"

DES. #1 B2 #5 x 12'-2"DES. #3 B1 #4 x 4'-9"

DES. #2 B1 #5 x 5'-1"

DES. #1 B1 #5 x 5'-6"

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

SOT

BENHAM

01/20

BRIDGE A

DAS

AEJ

01/20

01/20

01/20

CREEK SH-51

ATB

P:\

FD

B\16

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Details (2).dgn

8:4

8:3

7

AM

7/2/2020

10'-0"

"4

31'-3

"4

31'-4

10'-0" 1'-0" 10'-0" 1'-1"

10'-0" 1'-0" 10'-0"

11"10'-0"11"10'-0"11"

10'-0"

10'-0"

"2

112'-8

23'-6"

23'-2"

22'-9"

1'-3"

1'-1"

1'-3"

13'-3"

11'-10"

1'-7"

10 1/2

"

1'-8"

11 1/2

"

4'-3"

4'-1"

1'-0" 4'-3"

4'-1"

3'-3"

3'-6"

10"

11'-1"

11'-4"

DES. #3

1'-6"

DES. #2

1'-0"

DES. #2

1'-6"

DES. #1

1'-6"

10'-6"

TYP.

" CLR.211

CL

R."

21

2

1'-3"

8"

B006

SCALE: NONE

RCB

EXISTING

RCB

EXISTING

¡ JOINT

SCALE: NONE

DES. #1

DES. #2

DES. #3

DES. #1

DES. #2

DES. #3

DE

S.

#1

DE

S.

#2

DE

S.

#3

DE

S.

#1

DE

S.

#2

DE

S.

#3

C1 #4

C2 #4

TYP.

B2 #5

TYP.

B4 #5

TYP.

E BARS

EXISTING

B5 #5

B3 #5

TYP.

E BARS

EXISTING

TYP.

B1 #5

DES. #1

DE

S.

#1

DES. #2, #3

DES. #1

DE

S.

#1

DE

S.

#2,

#3

DES. #2, #3

DE

S.

#1

TYP.

CONST. JT.

TYP.

CONST. JT.

SCALE: NONE

REBAR SPACING)

(MATCH EXISTING

#4 E2 LAP BAR

¡ JOINT

RCB

EXISTING

REBAR SPACING)

(MATCH EXISTING

#4 E1 LAP BAR

OF JOINT

TOP & BOTT., EA. SIDE

3-A1 BARS @ EQ. SPA.

OF JOINT

TOP & BOTT., EA. SIDE

4-A1 BARS @ EQ. SPA.

DE

S.

#2

DE

S.

#3

TO REMAIN TYP.

EXISTING E BARS

TO REMAIN TYP.

EXISTING E BARS

AS REQUIRED.

TO EXISTING REINFORCING

CORROSION INHIBITOR

AND REINFORCING. APPLY

CLASS AA CONCRETE

FULL DEPTH REPAIR WITH

AS REQUIRED.

TO EXISTING REINFORCING

CORROSION INHIBITOR

AND REINFORCING. APPLY

CLASS AA CONCRETE

FULL DEPTH REPAIR WITH

A1 #7

A1 #7TYP.

E #4 LAP BARS

TYP.

E #4 LAP BARS

TRANSISTION.

WALLS OF THE REPAIR WITH THE EXISTING STRUCTURE TO PROVIDE A SMOOTH

DIMENSIONS SHOWN, THEN THE CONTRACTOR SHALL ALIGN THE INTERIOR

CONSTRUCTION. IF THE EXISTING BOX DIMENSIONS DO NOT MATCH THE REPAIR

CONTRACTOR SHALL FIELD VERIFY EXISTING BOX DIMENSIONS PRIOR TO

TY

P.

DE

S.

#2

DE

S.

#3

(TOP SLAB SHOWN, BOTTOM SLAB AND WALLS SIMILAR)

(TOP SLAB SHOWN, BOTTOM SLAB AND WALLS SIMILAR)

(TYPE A)".

PER LUMP SUM OF "(PL) REPAIR BRIDGE ITEM

MECHANICAL COUPLERS IN THE PRICE BID

ALL COSTS AND INCIDENTALS FOR USE OF

NOT BE MEASURED FOR PAYMENT. INCLUDE

LENGTHS OF REINFORCING STEEL SHALL

COUPLERS MAY BE REQUIRED. MODIFIED

PHASED CONSTRUCTION, MECHANICAL

FULL LENGTH OF A1 BARS SHOWN. FOR2.

JOINT.

(3) BARS EACH FACE, EACH SIDE OF 1.

NOTES:

(TYPE A)".

PER LUMP SUM OF "(PL) REPAIR BRIDGE ITEM

MECHANICAL COUPLERS IN THE PRICE BID

ALL COSTS AND INCIDENTALS FOR USE OF

NOT BE MEASURED FOR PAYMENT. INCLUDE

LENGTHS OF REINFORCING STEEL SHALL

COUPLERS MAY BE REQUIRED. MODIFIED

PHASED CONSTRUCTION, MECHANICAL

FULL LENGTH OF A1 BARS SHOWN. FOR2.

JOINT.

(4) BARS EACH FACE, EACH SIDE OF 1.

NOTES:

EDGES, TYP.

PREVENT FEATHERED

REMOVED AREA TO

1/2" SAWCUT AROUND

EDGES, TYP.

PREVENT FEATHERED

REMOVED AREA TO

1/2" SAWCUT AROUND

EXISTING RCB

PRELIMIN

ARY PLANS

REVISED 04 / 01 / 2015

E001

JP

SOT

BENHAM

ZD 06/20OKLAHOMA DEPARTMENT OF TRANSPORTATION

DESIGN

DRAWN

CHECKED

APPROVED

SQUAD

CREEK SH-51 33449(04)

BW 06/20

06/20

06/20

PERMIT COMPLIANCE

SECTION 404

STATE JOB NO.COUNTY HIGHWAY SHEET NO.

PRELIMIN

ARY PLANS

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8:17:14

AM

7/2/2020

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

BENHAM

SOT

01/20

01/20

01/20

01/20

CREEK SH-51

JH

JP

5 ACRES.

NO DISTURBED AREA TO ONE PROJECT OUTFALL EXCEEDS

X

PRACTICES FOR CONTROLLING STORM WATER POLLUTION.

INTERCEPTION OF THESE POLLUTANTS BEFORE LEAVING THE CONSTRUCTION SITE ARE THE BEST

PREVENTION OF SOIL EROSION, CONTAINMENT OF HAZARDOUS MATERIALS AND/OR THE

THE PRESENCE OF HAZARDOUS MATERIALS USED IN THE CONSTRUCTION PROCESS. THE

FROM CONSTRUCTION SITES HAS A POTENTIAL FOR POLLUTION DUE TO EXPOSED SOILS AND

IMPROVE WATER QUALITY BY REDUCING POLLUTANTS IN STORM WATER DISCHARGES. RUNOFF

SITES, ASPHALT/CONCRETE PLANTS, ETC. THE BASIC GOAL OF STORM WATER MANAGEMENT IS TO

THE PROJECT MUST BE DOCUMENTED IN THE SWPPP, I.E., BORROW PITS, WORK ROADS, DISPOSAL

THE PROGRESSION OF THE PROJECT. ALL CONTRACTOR OFF-SITE OPERATIONS ASSOCIATED WITH

QUALITY (ODEQ). THE PLAN MUST BE KEPT CURRENT WITH UP-TO-DATE AMENDMENTS DURING

CERTIFICATE THAT HAVE BEEN FILED WITH THE OKLAHOMA DEPARTMENT OF ENVIRONMENTAL

ON THE JOB SITE ALONG WITH COPIES OF THE NOTICE OF INTENT (NOI) FORM AND PERMIT

INITIATED DURING THE DESIGN PHASE, CONFIRMED IN THE PRE-WORK MEETINGS AND AVAILABLE

OKLAHOMA POLLUTION DISCHARGE ELIMINATION SYSTEM (OPDES) REGULATIONS. THIS PLAN IS

A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED TO COMPLY WITH THE

CHEMICAL ADDITIVES, CONCRETE CURING COMPOUNDS AND CONTAMINATED SOILS.

MEASURES. EXAMPLES INCLUDE BUT ARE NOT LIMITED TO: PAINTS, ACIDS, CLEANING SOLVENTS,

FEDERAL REGULATIONS TO ENSURE CORRECT HANDLING, DISPOSAL, SPILL PREVENTION AND CLEANUP

CONTRACTOR IS RESPONSIBLE FOR FOLLOWING MANUFACTURER'S RECOMMENDATIONS, STATE AND

PROPER MANAGEMENT AND DISPOSAL OF HAZARDOUS WASTE MATERIALS IS REQUIRED. THE

REQUIREMENTS OF ALL FEDERAL, STATE AND LOCAL AGENCIES.

SPILL PREVENTION AND CLEANUP MEASURES. CONTROLS AND PRACTICES SHALL MEET THE

FROM THE CONSTRUCTION PROCESS. PRACTICES INCLUDE DISPOSAL, PROPER MATERIALS HANDLING,

CONTRACTOR. MATERIALS INCLUDE STOCKPILES, SURPLUS, DEBRIS AND ALL OTHER BY-PRODUCTS

PROPER MANAGEMENT AND DISPOSAL OF CONSTRUCTION WASTE MATERIAL IS REQUIRED BY THE

STORM WATER MANAGEMENT PLAN

EROSION AND SEDIMENT CONTROLSSITE DESCRIPTION

SUGGESTED SEQUENCE OF EROSION CONTROL ACTIVITIES:

SOIL TYPE:

(FOR CONTRACTOR USE)OFFSITE AREA TO BE DISTURBED:

OF CENTER OF PROJECT:

LATITUDE & LONGITUDE

NAME OF RECEIVING WATERS:

YES

YES

NO

NOTEMPORARY SEDIMENT CONTROL

MANAGEMENT OF EROSION, SEDIMENTATION AND STORM WATER POLLUTION PREVENTION AND CONTROL

STORM WATER MANAGEMENT

LAWS, RULES AND REGULATIONS TO BE OBSERVED

STORAGE AND HANDLING OF MATERIAL

ENVIRONMENTAL PROTECTION

CONTRACTOR'S RESPONSIBILITY FOR WORK

FINAL CLEANING UP

BONDING REQUIREMENTS

221

220

107.20

107.01

106.08

104.13

104.12

104.10

103.05

STATE OF OKLAHOMA." ODEQ, WATER QUALITY DIVISION, SEPTEMBER 13, 2017.

"ODEQ GENERAL PERMIT (OKR10) FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES WITHIN THE

IN ADDITION:

BE NOTED:

THE FOLLOWING SECTIONS OF THE 2009 ODOT STANDARD SPECIFICATIONS SHOULD

GENERAL NOTES:

HAZARDOUS MATERIALS:

WASTE MATERIALS:

FOLLOWING:

THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THESOIL STABILIZATION PRACTICES:

STRUCTURAL PRACTICES:

MAINTENANCE AND INSPECTION:

OFFSITE VEHICLE TRACKING:

NOTES:

EXCESS DIRT ON ROAD REMOVED DAILY

LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN

HAUL ROADS DAMPENED FOR DUST CONTROL

TEMPORARY STREAM CROSSINGS

SANDBAG BERMS

TEMPORARY BRUSH SEDIMENT BARRIERS

INLET SEDIMENT FILTER

RIP RAP

TEMPORARY SEDIMENT REMOVAL

TEMPORARY SEDIMENT FILTERS

TEMPORARY SEDIMENT TRAPS

TEMPORARY SEDIMENT BASINS

TEMPORARY DIVERSION CHANNELS

PAVED DITCH W/ DITCH LINER PROTECTION

TEMPORARY SLOPE DRAIN

ROCK FILTER DAMS

DIVERSION, INTERCEPTOR OR PERIMETER SWALES

DIVERSION, INTERCEPTOR OR PERIMETER DIKES

TEMPORARY FIBER LOG

TEMPORARY SILT DIKES

TEMPORARY SILT FENCE

STABILIZED CONSTRUCTION EXIT

OR AS DIRECTED BY THE ENGINEER.

FOR OVER 14 DAYS. METHODS USED WILL BE AS SHOWN ON PLANS,

ALL DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED

NOTE: TEMPORARY EROSION CONTROL METHODS MUST BE USED ON

PRESERVATION OF EXISTING VEGETATION

SOIL RETENTION BLANKET

VEGETATIVE MULCHING

PERMANENT SODDING, SPRIGGING OR SEEDING

TEMPORARY SEEDING

NOYES

NO

LOCATED IN A TMDL:

PROJECT WILL DISCHARGE TO:

IF YES, LIST IMPAIRMENT:

YES NOMS4 ENTITY

IF YES, LOCATION:

303 IMPAIRED WATERS:

CONSTRUCTION SITE:TOTAL AREA OF THE

COEFFICIENT OF THE SITE:

POST-CONSTRUCTION RUNOFF

PRE-CONSTRUCTION:TOTAL IMPERVIOUS AREA

POST-CONSTRUCTION:

TOTAL IMPERVIOUS AREA

YES

NEED TO BE INSPECTED.

AND EXITS ALONG WITH EROSION AND SEDIMENT CONTROL LOCATIONS ARE EXAMPLES OF SITES THAT

AREAS, DRAINAGEWAYS, MATERIAL STORAGE, STRUCTURAL DEVICES, CONSTRUCTION ENTRANCES

RECORDED BY A NON-FREEZING RAIN GAUGE TO BE LOCATED ON SITE. POTENTIALLY ERODIBLE

7 CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCH AS

INSPECTION BY THE CONTRACTOR AND ANY NECESSARY REPAIRS SHALL BE PERFORMED ONCE EVERY

THE BEGINNING OF CONSTRUCTION UNTIL AN ACCEPTABLE VEGETATIVE COVER IS ESTABLISHED.

ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKING ORDER FROM

CONTROL SUMMARIES, PAY ITEMS, & NOTES.

FOR THIS PROJECT. THIS SHEET SHOULD ALSO BE USED WITH THE EROSION

ILLUSTRATES THE DRAINAGE PATTERNS/PATHWAYS AND RECEIVING WATERS

THIS SHEET SHOULD BE USED IN CONJUNCTION WITH A DRAINAGE MAP THAT

NOTE:

X

X

X

X

X

X

X

X

X

X

X

SENSITIVE WATERS OR WATERSHEDS:

LAKE THUNDERBIRD TMDL:

(d)

ESTIMATED AREA TO BE DISTURBED:

PROJECT LIMITS:

PROJECT DESCRIPTION:

X

X

REMOVED AS DIRECTED BY THE ENGINEER.

INSTALLED, THE TEMPORARY SEDIMENT CONTROL DEVICES SHALL BE

7) IN AREAS WHERE PERMANENT SEDIMENT CONTROL DEVICES HAVE BEEN

SPECIFICATIONS OR AS DIRECTED BY THE ENGINEER.

DESCRIBED IN SECTIONS 230, 232, 233, & 234 OF THE O.D.O.T. STANDARD

6) THE PERMANENT SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED AS

DEPENDING ON ULTIMATE SLOPES.

5) PLACE TEMPORARY SEEDING AND/OR MULCHING OR PERMANENT GRASSING

STANDARD SPECIFICATIONS AND THE WEEKLY INSPECTION REPORTS.

THESE DEVICES SHALL BE MAINTAINED AS REQUIRED BY THE O.D.O.T.

DEVICES AS SHOWN ON THE PLANS, AND AS DIRECTED BY THE ENGINEER.

4) AS GRADING OPERATIONS PROCEED, INSTALL TEMPORARY SEDIMENT CONTROL

STABILIZE THE STOCKPILED AREA.

3) SALVAGE ALL AVAILABLE TOPSOIL IN THE AREA OF OPERATION AND

VEGETATION NOT IMPEDING CONSTRUCTION.

2) PERFORM CLEARING & GRUBBING OPERATIONS, PRESERVING ANY EXISTING

1) PLACE TEMPORARY SEDIMENT CONTROL DEVICES AT ALL OFF SITE DRAINAGE LOCATIONS.

R001

36°06'16.02" N ; -96°27'49.74" W

X

X

X

X

X

SILT LOAM

6.5 MILES EAST OF THE JUNCTION OF SH-51 AND SH-99 ON SH-51.

ZD

0.33 ACRES

0.30 ACRES

0.03 ACRES

0.10 ACRES

0.46

MANAGEMENT PLAN

STORM WATER

BRIDGE REHABILITATION FOR SH-51 OVER UNNAMED CREEK.

UNNAMED CREEK PRELIMIN

ARY PLANS

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01.dgn

8:17:13

AM

7/2/2020

OKLAHOMA DEPARTMENT OF TRANSPORTATIONDESIGN

DRAWN

CHECKED

APPROVED

SQUAD

STATE JOB NO.COUNTY HIGHWAY SHEET NO.33449(04)

BENHAM

SOT

01/20

01/20

01/20

01/20

CREEK SH-51

JH

JP

T001

SIGN

LEGEND

TRAFFIC FLOW DIRECTION

CONSTRUCTION

RO

AD

WO

RK

EN

D

DRUMS AT 50' C/C

0 100' 200'

1"=100'

W20-1(AHEAD)

SH 51

AV

E.

W.

417th

SH 51

RO

AD

WO

RK

AH

EA

D

W20-1(AHEAD)

RO

AD

WO

RK

AH

EA

D

RO

AD W

OR

K

END

W20-1(AHEAD)

RO

AD

WO

RK

AH

EA

D

RO

AD W

OR

K

END

RO

AD

WO

RK

EN

D

500'

SHOULDER TAPER

250'

BUFFER

150'

BRIDGE "A"

BRIDGE "A"

W20-1(AHEAD)

RO

AD

WO

RK

AH

EA

D

BUFFER

150'

SHOULDER TAPER

250'

500'

DRUMS AT 50' C/C

RO

AD

WO

RK

1 MIL

E

RO

AD

WO

RK

1 MIL

E

1900' 2650'

1900'2650'

RO

AD

WO

RK

1 MIL

E

1900' 2650'

1900'2650'

RO

AD

WO

RK

1 MIL

E

RO

AD

WO

RK

1/2 M

ILE

W20-1(1/2 MILE) W20-1(1 MILE)

W20-1(1 MILE)

W20-1(1 MILE)

W20-1(1 MILE)

RO

AD

WO

RK

1/2 M

ILE

W20-1(1/2 MILE)

W20-1(1/2 MILE)

RO

AD

WO

RK

1/2 MIL

E

RO

AD

WO

RK

1/2 MIL

E

W20-1(1/2 MILE)

CHANNELIZING DEVICE

AV

E.

W.

417th

G20-2A

G20-2A

G20-2A

G20-2A

PHASE 1

PHASE 2

900'

900'

LW

RC

B

2-10'X

10'

RC

B

2-10'X

10'

TRAFFIC CONTROL

FIGURE 6H-10 WHEN SH-51 IS REDUCED TO ONE LANE.

ARE TO BE USED IN ACCORDANCE WITH 2009 MUTCD

LANE WHEN CONCRETE PUMP TRUCK IS ON SITE. FLAGGERS

SH-51 MAY BE TEMPORARILY REDUCED TO ONE

NOTE:

PRELIMIN

ARY PLANS