180501_Bridge_A-FINAL_SUB_SIGNED_(24x36).pdf

LOCATION MAP

PROJECT LENGTH

END STATION

BEGIN STATION

TRUCK PERCENTAGE - 2038

FUTURE YEAR - 2038

PRESENT YEAR - 2018

ADT

NOT TO SCALE

CANADIAN COUNTY, OKLAHOMA

CONSTRUCTION OF BRIDGE "A"

N C

O U

N T

R Y C

L U

B R

D

N B

R A

N D

L E

Y R

D

BRITTON RD NW

HWY 66 W

N C

O U

N T

R Y C

L U

B R

D

N R

E F

O R

M A

T O

R Y R

D

N H

E A

S T

O N R

D

JONES RD NW T12N

T13N

R

W

R

W

T12N

T13N

BRIDGE "A"

BRIDGE END STA. 12+23.28

BRIDGE A LENGTH = 86.50'

BRIDGE BEGIN STA. 11+36.78

BEGIN CONSTRUCTION

STA. 10+00.00

END CONSTRUCTION

STA. 13+52.14

OVER TRIBUTARY TO NORTH CANADIAN RIVER

SHEET NUMBER SHEET DESCRIPTION

DARLINGTON RD

TO YUKON

TO CALUMET

R

W

R

W United States Department of Agriculture

Agricultural Research Service

DESIGN DATA

LAYOUT MAP

EL RENO

CITY OF

TO WEATHERFORD

CANADIAN COUNTY

INDEX OF SHEETS

RANGE 8 WEST

TOWNSHIP 13 NORTH

SECTION 27

PROJECT LOCATION

= 0.067 miles

= 13+52.14

= 10+00.00

= 20%

= 50

= 25

FORT RENO

COVER SHEET

ROADWAY CROSS SECTIONS

RAILING DETAILS

DECK SLAB AND SUPERSTRUCTURE QUANTITIES

DIAPHRAGM DETAILS

TYPICAL SECTIONS

P.C. BEAM DETAILS

BEARING DETAILS

ABUTMENT DETAILS

EROSION CONTROL PLAN

MISCELLANEOUS DETAILS

BORINGS

GENERAL NOTES AND QUANTITIES

ALIGNMENT DIAGRAM

ELEVATION AND SUBSTRUCTURE LAYOUT

GENERAL PLAN AND PROFILE

COVER SHEET

27-32

23-25

20-21

17-19

10-15

6-7

W 98.03630°

N 35.56809°

T. RAPP

U

S

D

A

A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

GRAVEL RD.

GRAVEL RD.

BRIDGE

EXISTING

11+00 12+00 13+00

B E

G

IN

P

R O J E

C T S

T A .0

E N

D P

R O J E

C T S

T A .1

10+00 11+00 12+00 13+00 14+00

15+009+00

PVC 10+05.00

EL. 1340.59

P V I .0

E L .5

P V

T

.0

E L .4

P V

C

.0

E L .9

P V I .0

E L .8

P V

T

.0

E L .8

P V

C

.0

E L .8

P V I .0

E L .8

P V

T

.0

E L .4

P

V C

.5

E L .0

P V I .0

E L .0

PVT 13+50.50

EL. 1339.95

-0.17% 3.54% 0.00% -4.75% -0.20%

K = 14

SSD = 329'

K = 13

K = 13

SSD = 257'

VC = 50'

VC = 50' VC = 60'

VC = 45'

K = 10

T. RAPP

U

S

D

A

A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

HYDROLOGIC DATA

DRAINAGE AREA 13.74 SQ. MI.

25 YEARS

4,400 CFS

1,338.02 FT.

7,180 CFS

1,343.0 FT.

>50 YEAR

0 25

SCALE

50 75

CL

GRADING LIMITS

RIPRAP, TYP.

CONTROL POINT 6

BENCHMARK 4

GRADING LIMITS

BORING BA-2

PLAN

PROFILE

DESIGN FREQUENCY

DESIGN DISCHARGE

MAXIMUM BACKWATER FOR DESIGN FREQUENCY

DESIGN HIGH WATER ELEVATION AT THE STRUCTURE

LOW ELEVATION OF SUPERSTRUCTURE

100- YEAR DISCHARGE

100- YEAR HIGH WATER ELEVATION AT THE STRUCTURE

APPROACH ROADWAY OVERTOPPING FREQUENCY

BORING BA-1

CL

CONTROL POINT 5

CONTROL POINT 4

PROJECT

BENCHMARK 3

PROJECT)

(NORTH OF

CL

ELEV. 1340.60

STA. 10+00.00

BEGIN PROJECT

ELEV. 1339.95

STA. 13+52.14

END PROJECT

ELEV. 1342.85

STA. 11+36.78

-0.70 FT.

1,337.72 FT.

GENERAL PLAN AND PROFILE

EDGE OF PROPOSED

ROADWAY

ROADWAY

EDGE OF PROPOSED

12+00

GRADE

PROFILE

EXISTING GROUND LINE

EXISTING PROFILE

AT SURVEY

ABUTMENT 1

FILL FACE

ELEV. 1342.85

STA. 12+23.28

ABUTMENT 2

FILL FACE

EXISTING 24" RCP

EDGE OF EXISTING ROAD

EXISTING RCB

EXISTING BARB WIRE FENCE

RELOCATED BY USDA, TYP.

AND REPLACED BE TO

EXISTING STRUCTURE

TO BE REMOVED

EDGE OF EXISTING ROAD

SURVEY

SHEET)

NOTES AND QUANTITIES

EMBLEM (SEE GENERAL

HISTORICAL EMBOSSED

SOUTH OF ROAD & S.E. OF "Y" INTERSECTION.

S.E. CORNER OF HEADWALL,

N: 206536.78, E: 1957749.47, ELEV: 1342.68

BENCHMARK 4: CHISELED X IN HEADWALL.

± 440' NORTH OF NORTH END OF BRIDGE.

WEST SIDE OF ROAD,

N: 207256.18, E: 1957646.54, ELEV: 1344.76

BENCHMARK 3: 100D IN POWER POLE.

LEGEND

BENCHMARK

DENOTES EXISTING FENCE

DENOTES CONTROL POINT

DENOTES BORINGS BA-1 & BA-2

TYPE III PRESTRESSED CONCRETE BEAMS

90°

NOTE: DO NOT SCALE THIS DRAWING. FOLLOW DIMENSIONS.

DENOTES 2:1 SLOPE NORMAL TO ABUTMENTS

DENOTES ESTIMATED PILE TIP ELEVATION

2'-9"

P

IL

E S S

P A

A T

END POST

PROFILE GRADE

BRIDGE SEAT ELEV. 1337.77

LOW BEAM ELEV. 1338.02

BRIDGE SEAT ELEV. 1337.77

83'-9"

5'-0" TYP.

CL

CL

5'-0" TYP.

PROJECTCL

83'-9"

LEGEND

P

IL

E S S

P A

A T

ELEVATION

EXISTING PROFILE

CLAT SURVEY

CL

STA. 11+38.16

6-HP10X42

22' LONG

RIPRAP AND FILTER

31' LONG

6-HP10X42

CL

STA. 12+21.91

1337.72

W.S. ELEV.

ENCASED PER HP1-2

ENCASED PER HP1-2

HP10X42 PILES

HP10X42 PILES

PILES

CL

CL PILES

COMPUTED25Q

1310 1310

13001300

INT. POST OPENING

ELEVATION AND SUBSTRUCTURE LAYOUT

5'-9" TYP.

ABUTMENT 1

ABUTMENT 2

ABUTMENT 2 ABUTMENT 1

SUBSTRUCTURE LAYOUT

ELEVATION 1304.8

ELEVATION 1313.8

FABRIC, TYP.

T. RAPP

U

S

D

A

A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

CONTROL POINT 5

CONTROL POINT 4

CONTROL POINT 6

E: 1957715.36

N: 206667.39

E: 1957658.57

N: 207094.47

E: 1957693.47

N: 206918.50

ALIGNMENT DIAGRAM

178°56'10"

43.17'

BEGIN PROJECT

END PROJECT

CL PROJECT

3" Ø VENT HOLE

TOP OF GIRDER

OF GIRDER

PART ELEVATION

VENT HOLE

PART SECTION NEAR

REQUIRED PER GIRDER.

HOLES VENT TWO MINIMUM. 1/2" 1 BY STRANDS

OR STEEL REINFORCING CLEAR AND GIRDERS

OF POINT 1/3 THE NEAR OR AT HOLES VENT PLACE

PAY QUANTITY NOTES

ALIGNMENT DIAGRAM

.97'

E: 1957720.25

N: 206624.49

STA. 10+00.00

05°06'49"

E: 1957685.49

N: 206974.91

STA. 13+52.14

(B-8)

(B-7)

(B-6)

(B-5)

(B-2)

(R-25)

PER ACRE OF SEEDING.

M-GALLONS 300 AT ESTIMATED WATERING, OF COST INCLUDE TO BID PRICE

POUNDS PER ACRE OF SEEDING.

300 AT ESTIMATED FERILIZER, 10-20-10 OF COST INCLUDE TO BID PRICE

BY THE ENGINEER.

DETERMINED LOCATION AND MANNER A IN USED BE TO QUANTITY ESTIMATED

INCLUDES COST OF TEMPORARY SEDIMENT REMOVAL.

SHOWN ON THE TYPICAL SECTION, MULTIPLIED BY THE ACTUAL LENGTH.

CROSS-SECTION THEORETICAL THE ON BASED BE WILL MEASUREMENT

ESTIMATED AT 120 LBS. PER CU. FT.

167' SOUTH OF BENCHMARK 3.

275' NORTH OF NORTH END OF BRIDGE,

13' WEST OF EAST ROAD,

ELEV: 1341.27

E: 1957658.57

N: 207094.47

5/8" Ø IRON PIN

CL

CL CLBRIDGE AT ROAD.

100' NORTH OF NORTH END OF

ELEV: 1339.49

E: 1957693.47

N: 206918.50

5/8" Ø IRON PIN

BRIDGE AT ROAD.

100' SOUTH OF SOUTH END OF

ELEV: 1339.85

E: 1957715.36

N: 206667.39

5/8" Ø IRON PIN

T. RAPP

U

S

D

A

A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

CONTROL POINT 4 CONTROL POINT 5 CONTROL POINT 6

ITEM UNIT QUANTITY

ITEM DESCRIPTION UNIT QUANTITY

501(B) 1307

504(B) 1305

504(D) 6239

503(A) LF

SY

LF

(BR-1)

(BR-1)

(BR-1)

(BR-1)

(BR-1)

LB(BR-1)1322506(A)

EA(BR-1)6172507(A)

CY(BR-1)1326509(A)

CY(BR-1)1328509(B)

LB(BR-1)6010511(B)

LF6010514(A)

LF6292514(B)

EA6220514(L)

LF6204613(H)

LF6207613(I)

(BR-1)1397619(D) LSUM

(BR-1)

TO INCLUDE THE COST OF TRENCHING AND PIPE UNDERDRAIN COVER MATERIAL.

SECTION 109.01(B) OF THE STANDARD SPECIFICATIONS.

PAYMENT FOR THIS ITEM WILL BE BASED ON PLAN QUANTITIES ONLY. SEE

232(B) 2814

233(A) 2817

LF

AC

AC

ROADWAY

402(A) 0217

LSUM8905

202(A) CY

TON

LSUM1399641

880(J)

GENERAL NOTES

ABUTMENT PILING CAPACITY

FIXED BEARING ASSEMBLIES

PERFORATED PIPE UNDERDRAIN

NON-PERFORATED PIPE UNDERDRAIN

SPECIFICATIONS

ASSEMBLY".

BEARING FIXED STEEL "WEATHERING OF EACH PER BID PRICE THE IN INCLUDED BE SHALL INCIDENTALS

AND EQUIPMENT, MATERIALS, LABOR, BARS, ANCHOR AND PLATES ANCHOR INCLUDING PLANS, THE

IN SHOWN AS ASSEMBLIES BEARING FIXED THE INSTALLING AND PROVIDING WITH ASSOCIATED COSTS ALL

BEARING ASSEMBLY LOCATION AT THE ABUTMENTS.

FIXED EACH FOR STEEL STRUCTURAL WEATHERING OF POUNDS 90 OF TOTAL ESTIMATED AN IS THERE PLANS.

THE IN DETAILED AS LOCATION AND SHAPE SIZE, THE OF ASSEMBLES BEARING FIXED INSTALL AND PROVIDE

RIPRAP

DESIGN DATA (LOAD AND RESISTANCE FACTOR DESIGN)

ABUTMENTS (HP 10X42 PILING)

STAY-IN-PLACE FORMS

REMOVAL OF EXISTING BRIDGE STRUCTURE

DECK HAUNCHES

BRIDGE DECK CONSTRUCTION METHODS

ENVIRONMENTAL MITIGATION NOTES

HISTORICAL EMBOSSED EMBLEM

PRESTRESSED CONCRETE BEAMS

REINFORCING STEEL

REGULATIONS 29 CFR 1926.62 OF THE SPECIFICATIONS, AND IN A MANNER APPROVED BY THE ENGINEER.

FEDERAL OF 512.01(B)-CODE SECTION FLOWLINE, BELOW FEET TWO TO REMOVED BE SHALL STRUCTURE

EXISTING THE THAT REFLECT TO MODIFIED 619.04(B)2 SECTION WITH ACCORDANCE IN STRUCTURE BRIDGE

EXISTING THE OF DISPOSAL AND REMOVAL OF CONSISTS STRUCTURE" BRIDGE EXISTING OF "REMOVAL ITEM

ACTIVITY.

PROJECT-RELATED OFF-SITE ANY OR DUMPS, SPOIL ROADS, HAUL STAGING, EQUIPMENT BORROW, FOR

UTILIZED BE NOT MUST AND TRACKS RAILROAD THE OF SOUTH 150' WITHIN DISTURBED BE SHALL LAND NO

ALL REINFORCING STEEL NOTED ON ODOT STANDARD PLANS SHALL BE EPOXY COATED.

BRIDGE

501(F) 6352

UNCLASSIFIED EXCAVATION

TEMPORARY FIBER LOG

SEEDING METHOD B

VEGETATIVE MULCHING

MOBILIZATION

CONSTRUCTION TRAFFIC CONTROL

SUBSTRUCTURE EXCAVATION COMMON

GRANULAR BACKFILL

SAW-CUT GROOVING

CONCRETE RAIL (TR3)

STRUCTURAL STEEL

WEATHERING STEEL FIXED BEARING ASSEMBLY

CLASS AA CONCRETE

CLASS A CONCRETE

EPOXY COATED REINFORCING STEEL

PILES, FURNISHED (HP 10X42)

PILES, DRIVEN (HP 10X42)

PILE SPLICE, H-PILE (NON-BIDDABLE)

6" PERFORATED PIPE UNDERDRAIN ROUND

6" NON-PERFORATED PIPE UNDERDRAIN ROUND

REMOVAL OF EXISTING BRIDGE STRUCTURE

(1)

(1)

PAY QUANTITIES

PAY QUANTITIES

DESCRIPTION

FY = 50,000 PSI

FY = 60,000 PSI

F'C = 3,000 PSI

F'C = 4,000 PSI

STRUCTURAL STEEL, AASHTO M270 (GRADE 50W)

REINFORCING STEEL, AASHTO M31 (GRADE 60)

CLASS A CONCRETE

CLASS AA CONCRETE

GALVANIZED IN ACCORDANCE WITH AASHTO M111.

AND/OR M284 AASHTO WITH ACCORDANCE IN COAT EPOXY GALVANIZED. OR COATED EPOXY BE MUST

DECK, BRIDGE THE IN PLACE IN REMAIN THAT APPURTENANCES, OTHER OR HANGERS FORM CLIPS, TY-BAR

ANCHORS, WELD INSERT AS SUCH CONSTRUCTION, DECK FACILITATE TO CONTRACTOR BY USED STEEL ANY

ENGLISH STANDARD SPECIFICATIONS.

2009 THE OF 502 SECTION SEE FORMS, STAY-IN-PLACE OF USE THE CONCERNING INFORMATION ADDITIONAL

FOR EXPENSE. CONTRACTORS THE AT BE SHALL SERVICES PROFESSIONAL AND INCIDENTALS, EQUIPMENT, LABOR, MATERIAL, ALL INCLUDING FORMS STAY-IN-PLACE OF USE THE WITH ASSOCIATED COSTS ALL

IN THE STATE OF OKLAHOMA.

CALCULATIONS SHALL BE PREPARED BY AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED

SHOP DRAWINGS, NEW DECK SLAB REINFORCING SCHEDULE, STRUCTURAL DESIGNS, AND (3)

BRIDGE ENGINEER FOR APPROVAL.THE DECK SLAB IS SUBMITTED TO THE

A NEW STRUCTURAL DESIGN, STRUCTURAL CALCULATIONS, AND A NEW REINFORCING SCHEDULE FOR (2)

ENGINEER FOR APPROVAL.

SHOP DRAWINGS AND STRUCTURAL CALCULATIONS FOR THE FORMS ARE SUBMITTED TO THE BRIDGE(1)

MET:

ARE CONDITIONS FOLLOWING THE IF USED BE MAY FORMS DECK CONCRETE PRESTRESSED STAY-IN-PLACE

ADDITIONAL STEEL OF THE DECK FORMS SHALL NOT EXCEED 5 PSF.

PERMITTED. IS SLAB DECK THE OF WEIGHT ADDITIONAL NO FORMS. DECK THE TO BONDED IF USED BE

MAY MATERIAL, OTHER OR POLYSTYRENE OF COMPOSED FILLER CORRUGATION PREFORMED CORRUGATION.

STEEL THE OF PORTION TOP THE TO SLAB DECK THE OF TOP THE FROM MEASURING BY OBTAINED

IS INCHES 8 OF THICKNESS SLAB DECK MINIMUM THE IF USED BE MAY FORMS DECK STEEL STAY-IN-PLACE

NETTING MUST BE PRE-APPROVED BY THE BIOLOGIST.

THAN OTHER METHODS COMPLETE. IS SEASON NESTING THE UNTIL DELAYED WORK THE OR 1 MARCH TO

PRIOR NETTED BE MAY BRIDGE THE BIRDS, NESTING ANY HARM WILL WORK PROPOSED THE IF AUTHORIZED.

IS STRUCTURE THE NEAR WORK BEFORE BIRDS NESTING ANY TO DISRUPTION POSE WOULD WORK PROPOSED

THE WHETHER CONCLUDE AND METHODS WORK PROPOSED CONTRACTOR'S THE EVALUATE WILL ENGINEER

THE SEASONS. NESTING FUTURE THE IN BRIDGE THE OCCUPY MAY SWALLOWS STUDIES. BIOLOGICAL

THE OF PART AS CONDUCTED SURVEYS INITIAL THE DURING OBSERVED WAS "A" BRIDGE OF USE SWALLOW

ACT. TREATY BIRD MIGRATORY THE VIOLATE WOULD BIRDS OR EGGS HARM OR NESTS ACTIVE DESTROY

WOULD WHICH ACTIVITIES ANY 31. AUGUST TO 1 MARCH FROM RUNS SWALLOWS THE FOR SEASON NESTING

THE NESTING. FOR CULVERTS AND BRIDGES USE COMMONLY SPECIES THESE ACT. TREATY BIRD MIGRATORY

FEDERAL THE BY PROTECTED BIRDS NESTING COLONIAL SMALL ARE SWALLOWS BARN AND SWALLOWS CLIFF

GENERAL NOTES AND QUANTITIES

CONTRACT.

THE OF ITEMS OTHER IN INCLUDED BE SHALL EMBLEM EMBOSSED THE OF RELOCATION

AND REMOVAL WITH ASSOCIATED COSTS ALL SITE. ON MUSEUM THE TO RELOCATED

BE SHALL EMBLEM REMOVED. AND 5'X2'-6" DIMENSIONS THE TO SAWCUT CAREFULLY

BE SHALL ABUTMENT SOUTH THE NEAR WALL THE ON LOCATED EMBLEM EMBOSSED THE

PURPOSES ONLY.

ESTIMATING FOR IS PLANS THE ON SHOWN PILING STEEL OF LENGTH THE OBTAINED. IS PILE PER TONS 73.5

OF CAPACITY PILE FACTORED REQUIRED THE UNTIL CONTINUE SHALL DRIVING ELEVATION, THE AT OBTAINED

NOT IS CAPACITY PILE FACTORED REQUIRED THE IF PLANS. THE ON SHOWN ELEVATION APPROXIMATE THE

AT MATERIAL FOUNDATION SOLID ON BEARING POINT TO DRIVEN BE SHALL PILING STEEL FILL. COMPACTED

THE THROUGH DRIVEN BE SHALL PILING ABUTMENT ALL TONS/PILE. 73.5 = REACTION PILE FACTORED

NON-PERFORATED PIPE UNDERDRAIN ROUND".

"6" OF FOOT PER BID PRICE THE IN INCLUDED BE SHALL INCIDENTALS AND EQUIPMENT, LABOR, MATERIAL, BACKFILLING, INCLUDING INSTALLATION UNDERDRAIN PIPE NON-PERFORATED THE OF COSTS ALL

INSTALLATION OF THE NON-PERFORATED PIPE SHALL BE AS SHOWN IN THE PLANS AND ON STANDARD PUD-3.

THE MATERIAL. BEDDING STANDARD OF YARDS CUBIC 4 AND EXCAVATION, TRENCH OF YARDS CUBIC

4 AND PIPE NON-PERFORATED OF FEET 24 INCLUDES ROUND" UNDERDRAIN PIPE NON-PERFORATED "6" ITEM

303(A)

310(A)

0147 SUBGRADE METHOD A

221(K) 0600 (B-5) (B-6)

(B-7) (B-8)

(B-2)

0.1

0.1

87CY

SY 779

254.0

209.0

226.6

85.5

39.2

21,470

(R-25)

ROUND".

UNDERDRAIN PIPE PERFORATED "6" OF FOOT PER BID PRICE THE IN INCLUDED BE SHALL INCIDENTALS AND

EQUIPMENT, LABOR, MATERIAL, INCLUDING INSTALLATION UNDERDRAIN PIPE PERFORATED THE OF COSTS ALL

STANDARD PUD-3.

ON AND PLANS THE IN SHOWN AS BE SHALL MATERIAL COVER UNDERDRAIN PIPE AND PIPE PERFORATED

THE OF INSTALLATION THE ABUTMENT. EACH FOR MATERIAL COVER UNDERDRAIN PIPE OF YARDS

CUBIC 4 AND PIPE PERFORATED OF FEET 26 INCLUDES ROUND" UNDERDRAIN PIPE PERFORATED "6" ITEM

SPECIAL PROVISIONS.

AND PLANS THE BY MODIFIED AS EXCEPT CONSTRUCTION, HIGHWAY FOR SPECIFICATIONS STANDARD

2009 (ODOT) TRANSPORTATION OF DEPARTMENT OKLAHOMA THE OF REQUIREMENTS THE WITH COMPLY

CY

CY

UNCLASSIFIED BORROW0184202(D) CY

AGGREGATE BASE TYPE A

TRAFFIC BOUND SURFACE COURSE TYPE A

THE FORMULA SHOWN ONLY AFTER THE JETS HAVE BEEN WITHDRAWN.

BY RESISTANCE LOAD AXIAL THE DETERMINE DRIVING, THE WITH CONNECTION IN USED ARE JETS WATER IF

DETERMINED BY THE ENGINEER.

AS PERIOD, SET PILE A AFTER ENERGY FULL AT OPERATED HAMMER WARM A WITH RE-DRIVING BY OR

DRIVING INITIAL DURING EITHER MEASURED BE MAY PENETRATION PILE OF INCH PER BLOWS OF NUMBER THE

* THERE IS NO APPRECIABLE REBOUND OF THE HAMMER, AND A FOLLOWER IS NOT USED.

* THE PENETRATION IS QUICK AND UNIFORM.

* THE HEAD OF THE PILE IS NOT BROOMED, CRUSHED OR OTHERWISE DAMAGED.

* THE PILE DRIVING HAMMER HAS A FREE FALL (GRAVITY & SINGLE ACTING HAMMERS ONLY).

THE ABOVE FORMULA IS ONLY APPLICABLE WHEN:

20 BLOWS DELIVERED TO THE PILE HEAD.

TO 10 LAST THE FOR PENETRATION PILE OF INCH PER BLOWS HAMMER OF NUMBER AVERAGE = N

THE FIELD AND MEASURED IN FEET MULTIPLIED BY THE RAM WEIGHT IN POUNDS.

ACTING DIESEL HAMMERS, THE VALUE IS BASED ON THE ACTUAL RAM STROKE OBSERVED IN

SINGLE AND GRAVITY FOR FOOT-POUNDS, IN BLOW PER HAMMER THE BY PRODUCED ENERGY = E

Φ = RESISTANCE FACTOR OF 0.4

WHERE:

(10N))-50] (TONS)10AXIAL LOAD RESISTANCE = Φ[(0.875√E LOG

OF THE DRIVEN FOUNDATION PILES:

RESISTANCE LOAD AXIAL THE DETERMINE TO USED BE SHALL EQUATION) (GATES FORMULA FOLLOWING THE

SHALL BE AASHTO M270 GRADE 50.

PILE ALL TONS. 73.5 IS ABUTMENT EACH AT PILE 10X42 HP EACH FOR LOAD PILE FACTORED MAXIMUM THE

SHOWN IN THE PLANS.

AS ABUTMENTS THE AT PLACED BE SHALL FABRIC FILTER ON RIPRAP PLAIN I TYPE OF LAYER THICK 2'-0" A

BEAMS (TYPE III).

PRESTRESSED OVER HAUNCHES FOR YARDS CUBIC 1.6 INCLUDES CONCRETE AA CLASS FOR QUANTITY PLAN

1312 PRESTRESSED CONCRETE BEAMS (TYPE III)

601(A)

601(I) 6312

TYPE I PLAIN RIPRAP

SYFILTER FABRIC (RIPRAP)

REFERENCE BEAM DETAIL SHEETS

LFD OPERATING RATING -

ANSI / AASHTO / AWS D1.5 BRIDGE WELDING CODE

BY CURRENT ODOT BRIDGE DIVISION DESIGN POLICIES.

AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 5TH EDITION WITH 2010 INTERIMS, EXCEPT AS MODIFIED

DESIGN -

5 PSF STAY-IN-PLACE FORMS

20 PSF FUTURE WEARING SURFACE

HL 93

LOADING -

"PRESTRESSED CONCRETE BEAMS (TYPE III)".

OF FOOT LINEAR PER BID PRICE UNIT THE IN INCLUDED BE SHALL HOLES VENT THE OF

COSTS ALL 4. SHEET DETAILS SEE BEAMS, P.C. THE IN PLACED BE TO ARE HOLES VENT

(BR-1) (1)

- - - - CY 600

T. RAPP

U

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A

A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

BORINGST. RAPP

U

S

D

A

A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

BORINGST. RAPP

U

S

D

A

A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

END OF WING

A

C C

BB

A

PLAN VIEW OF ROADWAY WIDTH

RIPRAP DETAILS

T H

IC

K N

E S

S

TYPICAL ROADBED SECTION

2%

3:1 3:1

3:1

2%

TYPICAL ROADWAY CROSS SECTION

PROJECT

ROAD

AHEAD

ROAD CLOSED

THRU TRAFFIC

TO

WORK

BRIDGE

OUT

ROAD CLOSED

LOCAL TRAFFIC ONLY

Darlington Rd NW

EL RENO

CITY OF

N F o rt R e n o R d

TRAFFIC CONTROL PLAN

SIDE OF THE ROAD WHEN CONSTRUCTION BEGINS.

SIGNS W20-1 AND R11-3A WILL BE PORTABLE AND PLACED ALONG THE

SIGNS R11-2 AND R11-4 SHALL BE MOUNTED ON MOVABLE BARRICADES.

ALL TRAFFIC CONTROL DEVICES SHALL COMPLY WITH THE MUTCD.

44'-0"

36'-0"

2'-0"

E D

G E 6'-0"

M

IN

M

IN

14'-6"

29'-0" AGGREGATE ROADBED

14'-6"

2'-0"

BOTTOM OF GIRDER

CL

W20-1

W20-1

R11-4

R11-2

R11-4

R11-2

R11-3A

SECTION A-A

BARRICADE, TYP.

TYPE III MOVABLE

BRIDGE A

EDGE OF EXISTING ROADWAY

EDGE OF PROPOSED ROADWAY

T O

E I

N

T O

E I

N

100'-0" TRANSITION TO MATCH EXISTING

1.4 MILES AHEAD

MISCELLANEOUS DETAILS

TO PROPOSED BRIDGE.

WIDTH VARIES TO TRANSITION FROM EXISTING ROADWAY

COMPACTEDCOMPACTED

SUBGRADE

EXISTING BRIDGE

PROPOSED BRIDGE

ALL DIMENSIONS HORIZONTAL.

SHALL BE AS SHOWN.

ABUTMENT EACH OF FACE STREAM THE NEAR RIPRAP

THE OF PLACEMENT AND LIMITS GRADING FINAL THE

LAYOUT" SHEET FOR PROPOSED SPILL SLOPES.

SUBSTRUCTURE AND "ELEVATION ON ELEVATION SEE

T R

A F F

IC

B

O U

N D S

U R

F A

C E

ABUTMENT 1

SECTION B-B

ABUTMENT 2

SECTION C-C

C O

U R

S E T

Y P

E A

A G

G R

E G

A T

E B

A S

E T

Y P

E A

A

A

A

A

41'-0"45'-0"

FILTER FABRICFILTER FABRIC

BOTTOM OF GIRDER

2'-0" TYPE I PLAIN RIPRAP

2'-0" TYPE I PLAIN RIPRAP

A

A

T. RAPP

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A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

SHEET TITLE

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

W20-1

R11-4

R11-2

R11-3A

GRAVEL RD.

BRIDGE

EXISTING

11+00 12+00 13+00

B E

G

IN

P

R O J E

C T S

T A .0

E N

D P

R O J E

C T S

T A .1

0 25

SCALE

50 75

CL SURVEY

GRADING LIMITS

RIPRAP TYP.

EXISTING RCB

EDGE OF EXISTING ROAD

EDGE OF EXISTING ROAD

GRADING LIMITSEXISTING 24" RCP

PLAN

PROJECTCL

EXISTING BARB WIRE FENCE

RELOCATED BY USDA, TYP.

AND REPLACED BE TO

EDGE OF PROPOSED

ROADWAY

ROADWAY

EDGE OF PROPOSED

EROSION CONTROL PLAN

TEMPORARY FIBER

LOG, TYP.

12+00

T. RAPP

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A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

LEGEND NOTES

DENOTES EXISTING FENCE

DENOTES TEMPORARY FIBER LOG

AS COMPLETELY COVERED BY THE CONTRACT BID ITEMS.

OF ALL EROSION CONTROL MEASURES SHALL BE CONSIDERED

PAYMENT FOR MATERIALS, INSTALLATION AND MAINTENANCE

CONTRACTOR AT THE EARLIEST DATE THE PROJECT ALLOWS.

PERMANENT SEEDING AND MULCHING SHALL BE PLACED BY THE

SEE ODOT STANDARD DRAWINGS FOR DETAILS NOT SHOWN.

T. RAPP

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A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

.5

.6

.1

0.80% 5.00%

.1

.5

.7

.2

.7

1.10% 4.25%

.7

.0

.2

.8

.0

3:1 1.40% 3.50%

3:1

CUT AREA: 10.2 SQ. FT.

FILL AREA: 0.0 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 0 CU. YD.

CUT AREA: 2.5 SQ. FT.

FILL AREA: 0.6 SQ. FT.

CUT VOLUME: 6 CU. YD.

FILL VOLUME: 0 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 23.5 SQ. FT.

CUT VOLUME: 1 CU. YD.

FILL VOLUME: 11 CU. YD.

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 10+00.00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 10+25.00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 10+50.00

3:1 3:1

ROADWAY CROSS SECTIONS STA. 10+00.00 TO STA. 10+50.00

.3

.9

.1

.7

.3

3:1 1.70% 2.75%

3:1

.6

.4

.7

.4

.6

3:1 2.00% 2.00%

3:1

.3

.5

.8

.5

.0

3:1 2.00% 2.00%

3:1

CUT AREA: 0.0 SQ. FT.

FILL AREA: 72.3 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 44 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 121.0 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 89 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 146.5 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 116 CU. YD.

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 10+75.00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 11+00.00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 11+23.45

T. RAPP

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A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

ROADWAY CROSS SECTIONS STA. 10+75.00 TO STA. 11+23.45

FILL VOLUME: 0 CU. YD.

2.00%

.8

2.00%

2.00%

.8

2.00%

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 11+36.78

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 12+23.28

CUT AREA: 27.5 SQ. FT. CUT VOLUME: 7 CU. YD.

FILL VOLUME: 58 CU. YD.

CUT AREA: 25.8 SQ. FT. CUT VOLUME: 0 CU. YD.

FILL AREA: 90.2 SQ. FT.

FILL AREA: 88.9 SQ. FT.

T. RAPP

U

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A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

ROADWAY CROSS SECTIONS STA. 11+36.78 TO STA. 12+23.28

.9

7 1 .5

.8

.5

.6

3:1

2.00% 2.00%

3:1

.9

.5

.7

.5

.9

3:1 2.00% 2.00%

3:1

.0

.0

.3

.9

.3

3:1 1.52% 2.46%

3:1

CUT AREA: 0.0 SQ. FT.

FILL AREA: 129.6 SQ. FT.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 122.8 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 63 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 91.9 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 99 CU. YD.

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 12+36.61

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 12+50.00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 12+75.00

FILL VOLUME: 54 CU. YD.

CUT VOLUME: 6 CU. YD.

T. RAPP

U

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A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

ROADWAY CROSS SECTIONS STA. 12+36.61 TO STA. 12+75.00

.5

.1

.3

.9

.8

3:1 1.00% 2.96%

3:1

.7

.2

.3

.8

.1

0.47% 3.46%

.9

.9

.4

0.06% 3.96%

CUT AREA: 0.0 SQ. FT.

FILL AREA: 41.8 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 62 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 2.8 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 21 CU. YD.

CUT AREA: 12.9 SQ. FT.

FILL AREA: 0.0 SQ. FT.

CUT VOLUME: 6 CU. YD.

FILL VOLUME: 1 CU. YD.

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 13+00.00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 13+25.00

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 13+50.00

3:13:1

T. RAPP

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A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

ROADWAY CROSS SECTIONS STA. 13+00.00 TO STA. 13+50.00

.9

.9

.4

0.10% 4.00%

CUT AREA: 13.4 SQ. FT.

FILL AREA: 0.0 SQ. FT.

CUT VOLUME: 1 CU. YD.

FILL VOLUME: 0 CU. YD.

0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100

STA. 13+52.14

T. RAPP

U

S

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A-E FIRM USDA

NO. DATE BY DESCRIPTION

REVISIONS

Agricultural

Research

Service

DWG. NO.

SHEET OF

PROJECT MANAGER EPM

DESIGNER

CHECKED BY

DRAWN BY REAL PROPERTY

SAFETY & HEALTH

RPR

SPECIFICATION NO.

DATE

R. WATSON B. DEAN

LOUVIERE, STRATTON & YOKEL, LLC

8484 GEORGIA AVENUE, SUITE 650, SILVER SPRING, MD 20910

(301) 588-1500

BURNS & MCDONNELL

9400 WARD PARKWAY, KANSAS CITY, MO 64114

(479) 725-5460

J. KOEHLER

EL RENO BRIDGE A REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3205/01/2018

J. STEVENSON

FINAL SUBMISSION

ROADWAY CROSS SECTION STA. 13+52.14