180501_Bridge_D-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 "D"

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

T12N

T13N

R

W

R

W

T12N

T13N

BRIDGE END STA. 13+48.04

BRIDGE A LENGTH = 106.50'

BRIDGE BEGIN STA. 12+41.54

BEGIN CONSTRUCTION

STA. 10+00.00

END CONSTRUCTION

STA. 15+52.41

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

BRIDGE "D"

RANGE 8 WEST

TOWNSHIP 13 NORTH

SECTION 34

PROJECT LOCATION

HWY 66 W

DARLINGTON RD

OVER TARGET CREEK

= 0.105 miles

= 15+52.41

= 10+00.00

= 10%

= 100

= 50

FORT RENO

SHEET NUMBER SHEET DESCRIPTION

INDEX OF SHEETS

COVER SHEET

31-36

26-30

23-25

20-21

17-19

10-15

6-7

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

JONES RD NW

W 98.02590°

N 35.55489°

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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

J. STEVENSON

FINAL SUBMISSION

P .I S

T A .0

P .T S

T A .4

15+00

P .C S T

A .7

P .C S

T A .3

P .T S T

A .2

P .I S

T A .0

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 .4

14+00

13+

12+00

11+00

PROFILE

CL

PROFILE GRADE

AT SURVEY

EXISTING PROFILE

0.00%3.90% -3.86%

EXISTING GROUND LINE

VC = 165'

K = 37

VC = 50'

SSD = 302'

K = 13

10+00 11+00 12+00 13+00 14+00 15+00

16+00

-0.55%-0.56%

E L E

V .7

P .V .T .0

E L E

V .0

P .V .I .0

E L E

V .7

P .V .C

.5

E L E

V .4

P .V .T .5

E L E

V .2

P .V .I .0

E L E

V .7

P .V .C

.0

E L E

V .7

P .V .T .0

E L E

V .7

P .V .I .0

E L E

V .7

P .V .C

.0

E L E

V .7

P .V .T .0

SSD = 304'

K = 13

VC = 50'

E L E

V .5

P .V .C

.0

E L E

V .7

P .V .I .0

VC = 130'

K = 39

0 25

SCALE

50 75

CL SURVEY

RIPRAP, TYP.

CONTROL POINT 3

EDGE OF EXISTING ROAD

EDGE OF EXISTING ROAD

BORING BD-1

PLAN

BORING BD-2

CONTROL POINT 2

TO BE REMOVED

EXISTING STRUCTURE

PROJECTCL

HYDROLOGIC DATA

DRAINAGE AREA

2 YEARS

0.0 FT.

1,353.74 FT.

1,349.13 FT.

4,970 CFS

1,355.31 FT.

<2 YEAR

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

GRADING LIMITS

GRADING LIMITS

CONTROL POINT 1

BENCHMARK 2

PROJECT)

(SOUTHEAST OF

ELEV. 1350.73

STA. 10+00.00

BEGIN PROJECT

ELEV. 1354.75

STA. 12+41.54

FILL FACE ABUTMENT 1

ELEV. 1354.75

STA. 13+48.04

FILL FACE ABUTMENT 2

ELEV. 1350.72

STA. 15+52.41

END PROJECT

T A

R G

E T C

R E

E K

8.66 SQ. MI.

590 CFS

PROPOSED GUARDRAIL

PROPOSED GUARDRAIL

EXISTING FIBER OPTIC SIGN

PROJECT CURVE NO. 1 DATACL

PROJECT CURVE NO. 2 DATACL

CURVE NO. 2

CURVE NO. 1

EXISTING BARB WIRE FENCE

RELOCATED BY USDA, TYP.

AND REPLACED BE TO

GENERAL PLAN AND PROFILE

EDGE OF PROPOSED

ROADWAY

GUARDRAIL WIDENING

GUARDRAIL WIDENING

ROADWAY

EDGE OF PROPOSED

200.00' R =

152.71'L =

80.29'T =

28°38'52"D =

43°44'51" LT. =

1960672.29E =

201957.99N =

11+61.07P.I. STA. =

200.00' R =

149.93'L =

78.68'T =

28°38'52"D =

42°57'06" RT. =

1960947.57E =

202027.09N =

14+37.00P.I. STA. =

NORTH END OF SOUTH CONCRETE GATE POST.

N: 201813.96, E: 1961283.21, ELEV: 1352.79

BENCHMARK 2: CHISELED SQUARE.

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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

J. STEVENSON

FINAL SUBMISSION

LEGEND

BENCHMARK

DENOTES SIGN (FIBER OPTIC LINE)

DENOTES TELEPHONE PEDESTAL

DENOTES WATER METER

DENOTES FIRE HYDRANT

DENOTES BORINGS BD-1 & BD-2

DENOTES CONTROL POINT

DENOTES EXISTING FENCE

TYPE IV PRESTRESSED CONCRETE BEAMS

NOTE: DO NOT SCALE THIS DRAWING. FOLLOW DIMENSIONS.

DENOTES 2:1 SLOPE NORMAL TO ABUTMENTS

DENOTES ESTIMATED PILE TIP ELEVATION

P

IL

E S S

P A

A T

END POST

PROFILE GRADE

BRIDGE SEAT ELEV. 1348.88

LOW BEAM ELEV. 1349.13

BRIDGE SEAT ELEV. 1348.88

103'-9"

CL

CL

5'-0" TYP.

PROJECTCL

103'-9"

LEGEND

P

IL

E S S

P A

A T

ELEVATION

EXISTING PROFILE

CLAT SURVEY

CL

STA. 12+42.92

7-HP10X42

33' LONG

RIPRAP AND FILTER

38' LONG

7-HP10X42

CL

STA. 13+46.67

1353.74

W.S. ELEV.

ENCASED PER HP1-2

ENCASED PER HP1-2

HP10X42 PILES

HP10X42 PILES

PILES

CL

CL PILES

COMPUTED2Q

5'-0" TYP.

5'-9" TYP.

ELEVATION 1313.9

ELEVATION 1308.9

OPENING INT. POST

ELEVATION AND SUBSTRUCTURE LAYOUT

SUBSTRUCTURE LAYOUT

ABUTMENT 1 ABUTMENT 2

ABUTMENT 1 ABUTMENT 2

FABRIC, TYP.

90°

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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

CONTROL POINT 2

E: 1960921.30

N: 202032.63

ELEV: 1349.71

E: 1960478.47

N: 202092.99

5/8" Ø IRON PIN

ALIGNMENT DIAGRAM

CONTROL POINT 3

E: 1960702.44

N: 201956.82

CONTROL POINT 1

E: 1960478.47

N: 202092.99

BEGIN PROJECT

END PROJECT

°5

'3

152°46'42"

161°54'58"

446.92'

148.73'

352.88'

188.36'

77.18'

PROJECTCL

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

/2

ALIGNMENT DIAGRAM

PAY QUANTITY NOTES

°3

'3

E: 1961055.16

N: 201967.79

STA. 15+52.41

159°43'05"

E: 1960532.35

N: 202037.73

STA. 10+00.00

(B-9)

(B-8)

(B-7)

(B-6)

(B-5)

(B-2)

(R-50)

(R-49)

(R-32)

(R-28)

ESTIMATED AT 0.05 GAL PER SQ. YD. PRIOR TO DILUTION.

PER ACRE OF SEEDING.

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

POUNDS PER ACRE OF SEEDING.

300 AT ESTIMATED FERTILIZER, 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

SECTION 202.06 UNCLASSIFIED EXCAVATION.

UNDER PAYMENT FOR MEASURED BE NOT SHALL REMOVED MATERIALS

IN A MANNER APPROVED BY THE ENGINEER.

CONTRACTOR THE BY OF DISPOSED BE AND OF PROPERTY THE BECOME TO

ESTIMATED AT 112 LBS. PER SQ. YD. PER 1" THICK.

SECTION 708.03 OF THE STANDARD SPECIFICATIONS.

IN SHOWN PERCENTAGE DISTILLATION FROM RESIDUE THE CONSIDER SHALL

AND CONTRACTOR, THE BY DETERMINED BE WILL OPERATIONS PLACEMENT

FOR REQUIRED COAT PRIME CUTBACK ACTUAL THE BASE. AGGREGATE TO

APPLIED WHEN YD. SQ. PER GAL. 0.25 AND SUBGRADE, TO APPLIED WHEN YD.

SQ. PER GAL. 0.35 OF RATE ESTIMATED AN AT APPLIED BE SHALL COAT PRIME

CL

± 39' N.E. OF FENCE CORNER.

19' SOUTH OF ROAD,

65' WEST OF WEST END OF BRIDGE,

ELEV: 1349.39

E: 1960702.44

N: 201956.82

5/8" Ø IRON PIN

CL

± 50' S.W. OF FENCE CORNER.

± 21' NORTH OF ROAD,

100' EAST OF EAST END OF BRIDGE,

ELEV: 1350.08

E: 1960921.30

N: 202032.63

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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

J. STEVENSON

CONTROL POINT 1 CONTROL POINT 2 CONTROL POINT 3

CY

CY

ITEM UNIT QUANTITY

CY

ITEM DESCRIPTION UNIT QUANTITY

501(B) 1307

504(B) 1305

504(D) 6239

503(A) 1313 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

202(A) CY

ABUTMENT PILING CAPACITY

FIXED BEARING ASSEMBLIES

PERFORATED PIPE UNDERDRAIN

NON-PERFORATED PIPE UNDERDRAIN

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

RIPRAPDESIGN 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

PRESTRESSED CONCRETE BEAMS

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

BEAMS (TYPE IV).

PRESTRESSED OVER HAUNCHES FOR YARDS CUBIC 2.7 INCLUDES CONCRETE AA CLASS FOR QUANTITY PLAN

202(D)

BRIDGE

501(F) 6352

UNCLASSIFIED EXCAVATION

UNCLASSIFIED BORROW

TEMPORARY FIBER LOG

SEEDING METHOD B

VEGETATIVE MULCHING

SUBSTRUCTURE EXCAVATION COMMON

GRANULAR BACKFILL

PRESTRESSED CONCRETE BEAMS (TYPE IV)

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

303(A) 2100

408 5774 PRIME COAT GAL

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

OTHER THAN NETTING MUST BE PRE-APPROVED BY THE BIOLOGIST.

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 HOWEVER, STUDIES. BIOLOGICAL THE

OF PART AS CONDUCTED SURVEYS INITIAL THE DURING OBSERVED NOT WAS "D" 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

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

REINFORCING STEEL

GENERAL NOTES

LSUM

LSUM

CONSTRUCTION TRAFFIC CONTROL8905

880(J)

623(A)

623(F)

623(G)

9069853

GUARDRAIL END TREATMENT (31")

GUARDRAIL ANCHOR UNIT (TYPE D-BF)

BEAM GUARDRAIL W-BEAM SINGLE LF

EA

EA

EAGUARDRAIL DELINEATORS (TYPE 2, CODE 1)

MOBILIZATION

GENERAL NOTES AND QUANTITIES

PURPOSES ONLY.

ESTIMATING FOR IS PLANS THE ON SHOWN PILING STEEL OF LENGTH THE OBTAINED. IS PILE PER TONS 75.2

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. 75.2 = 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 6 AND EXCAVATION, TRENCH OF YARDS CUBIC

6 AND PIPE NON-PERFORATED OF FEET 42 INCLUDES ROUND" UNDERDRAIN PIPE NON-PERFORATED "6" ITEM

314.0

257.9

274.6

105.7

41.8

26,270

AGGREGATE BASE TYPE A CY 13

SUBGRADE METHOD A SY 1,298310(A)

407(B) 0250 57TACK COAT GAL

(B-5) (B-6)

(B-7) (B-8)

(B-9)

5945 TON

5960 TON

4728 1,030

411(B)

411(C)

619(B) REMOVAL OF ASPHALT PAVEMENT

(R-32)

(R-32)

SY

1,295

0.15

0.15

SPECIFICATIONS

(B-2)

(R-28)

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

(R-49) (R-50)

SUPERPAVE, TYPE S3 (PG 64-22 OK)

SUPERPAVE, TYPE S4 (PG 64-22 OK)

221(K) 0600

62.5

601(A)

601(I) 6312 FILTER FABRIC (RIPRAP) SY

(BR-1)(1)

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. 75.2 IS ABUTMENT EACH AT PILE 10X42 HP EACH FOR LOAD PILE FACTORED MAXIMUM THE

IV)".

(TYPE BEAMS CONCRETE "PRESTRESSED 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

TYPE I PLAIN RIPRAP

SHOWN IN THE PLANS.

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

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 -

- - - - CY

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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

PLAN VIEW OF ROADWAY WIDTH

T H

IC

K N

E S

S

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

EL RENO

CITY OF

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.

E D

G E 6'-0"

M

IN

M

IN

13'-0" 13'-0"

CL

W20-1

W20-1

R11-4

R11-2

R11-4

R11-2

R11-3A

SECTION A-A

BRIDGE D

BOTTOM OF GIRDER

2'-0"

T O

E I

N

EDGE OF EXISTING ROADWAY

EDGE OF PROPOSED ROADWAY

'-0

END OF WING

TYPE III MOVABLE

PROPOSED BRIDGE

EXISTING BRIDGE

189'-0" EAST TRANSITION TO MATCH EXISTING

SECTION B-B

EAST TRANSITION SHOWN - WEST TRANSITION SIMILAR

226'-0" WEST TRANSITION TO MATCH EXISTING

1.8 MILES AHEAD

MISCELLANEOUS DETAILS

RIPRAP DETAILS

GUARDRAIL WIDENING

NOTE

SHOWN, SEE ODOT STANDARD DRAWINGS.

NOT DETAILS GUARDRAIL OTHER AND TREATMENT END

GUARDRAIL CONNECTION, BRIDGE GUARDRAIL FOR

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

26'-0" ASPHALT SURFACE

TO PROPOSED BRIDGE.

WIDTH VARIES TO TRANSITION FROM EXISTING ROADWAY

3" TYPE S4 SUPERPAVE

(PG 64-22 OK)

2" TYPE S4 SUPERPAVE

(PG 64-22 OK)

GUARDRAIL WIDENING SECTION

TYPICAL ROADBED AND

ROADBED 5'-0"

WIDENING

GUARDRAIL**

4" TYPE S3 SUPERPAVE

(PG 64-22 OK)

TACK COAT

PRIME COAT SUBGRADE

COMPACTED

3" AGGREGATE BASE

TYPE A2%

STA. 14+68.96 TO STA. 15+13.53 LT.

VARIES FROM 5'-0" - 0' AT THE FOLLOWING LOCATION:

STA. 10+72.00 TO STA. 11+20.94 RT.

VARIES FROM 0' - 5'-0" AT THE FOLLOWING LOCATION:

CL

CL

100'-0" PROPOSED GUARDRAIL

VARIES 0' - 2'-0"

BARRICADE, TYP.

25'-0"

25'-0"

25'-0"

25'-0"

A

A

A

A

A

A

A

A

BB

2'-0" TYPE I PLAIN RIPRAP

FILTER FABRIC

T. RAPP

U

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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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

J. STEVENSON

FINAL SUBMISSION

W20-1

R11-4

R11-2

R11-3A

0 25

SCALE

50 75

CL SURVEY

RIPRAP TYP.

EDGE OF EXISTING ROAD

EDGE OF EXISTING ROAD

PLAN

PROJECTCL GRADING LIMITS

GRADING LIMITS

T A

R G

E T C

R E

E K

EXISTING FIBER OPTIC SIGN

EXISTING BARB WIRE FENCE

RELOCATED BY USDA, TYP.

AND REPLACED BE TO

EDGE OF PROPOSED

ROADWAY

GUARDRAIL WIDENING

ROADWAY

EDGE OF PROPOSED

EROSION CONTROL PLAN

TEMPORARY FIBER

GUARDRAIL WIDENING

LOG, TYP.

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 .4

T. RAPP

U

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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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

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.

CROSS SECTIONS STA. 10+00.00 TO STA. 10+75.00T. 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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

J. STEVENSON

FINAL SUBMISSION

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

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

.4

.7

.6

2.80% 1.00%

.3

.4

.6

.4

.4

6.76% 2.00% 2.00%

.3

.5

.7

.5

.2

4.44% 2.00% 2.00%

.4

.8

.0

.8

.0

5.65% 2.00% 2.00% 3:1

3:1

CUT AREA: 10.4 SQ. FT.

FILL AREA: 0.0 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 0 CU. YD.

CUT AREA: 9.7 SQ. FT.

FILL AREA: 0.0 SQ. FT.

CUT VOLUME: 9 CU. YD.

FILL VOLUME: 0 CU. YD.

CUT AREA: 5.0 SQ. FT.

FILL AREA: 4.3 SQ. FT.

CUT VOLUME: 7 CU. YD.

FILL VOLUME: 2 CU. YD.

CUT AREA: 0.5 SQ. FT.

FILL AREA: 19.0 SQ. FT.

CUT VOLUME: 3 CU. YD.

FILL VOLUME: 11 CU. YD.

3:1

CROSS SECTIONS STA. 11+00.00 TO STA. 11+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+25.00

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

STA. 11+50.00

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

STA. 11+75.00

3:1

3:1

.4

.2

.4

.1

.9

8.56% 2.00% 2.00%

.3

.8

.0

.7

6.88:

1 2.00% 2.00%

.2

.6

.8

.5

.0

3.4 6:1 2.00% 2.00%

.4

.5

.7

.4

2.00% 2.00%

3:1

3:1

3:1

.9

.6

CUT AREA: 0.0 SQ. FT.

FILL AREA: 49.1 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 32 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 80.4 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 60 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 105.1 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 86 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 140.2 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 114 CU. YD.

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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

CROSS SECTIONS STA. 12+00.00 TO STA. 12+41.54

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

STA. 12+00.00

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

STA. 12+25.00

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

STA. 12+41.54

3:1

3:1

3:1

.1

1 1 .2

.5

.1

2.00% 2.00%

.4

.7

.3

2.00% 2.13%

3:1

CUT AREA: 0.0 SQ. FT.

FILL AREA: 173.6 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 145 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 223.4 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 184 CU. YD.

CUT AREA: 22.0 SQ. FT. CUT VOLUME: 7 CU. YD.

FILL VOLUME: 109 CU. YD.

.6

.5

.0

.7

3:1

FILL AREA: 132.5 SQ. FT.

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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

CROSS SECTIONS STA. 13+48.04 TO STA. 14+00.00T. 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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

J. STEVENSON

FINAL SUBMISSION

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

STA. 13+48.04

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

.4

.7

.4

.0

2.00% 2.00%

.4

CUT AREA: 43.4 SQ. FT. CUT VOLUME: 0 CU. YD.

FILL VOLUME: 0 CU. YD.

CUT AREA: 16.6 SQ. FT. CUT VOLUME: 2 CU. YD.

FILL VOLUME: 8 CU. YD.

.7

FILL AREA: 98.1 SQ. FT.

FILL AREA: 111.8 SQ. FT.

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

STA. 13+75.00

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

STA. 14+00.00

.3

.7

.4

.0

2.00% 2.00%

.9

.2

.0

.5

2.00% 2.00%

3:1

3:1 3:1

3:11 .5

.3

CUT AREA: 0.0 SQ. FT.

FILL AREA: 183.4 SQ. FT.

CUT VOLUME: 8 CU. YD.

FILL VOLUME: 130 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 145.1 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 152 CU. YD.

CROSS SECTIONS STA. 14+25.00 TO STA. 15+00.00T. 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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

J. STEVENSON

FINAL SUBMISSION

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

STA. 14+25.00

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

STA. 14+50.00

.6

.0

.4

.1

.0

2.00% 2.00%

.5

.2

.5

.3

.3

2.00% 2.00%

3:1 3:1

3:1 3:1

CUT AREA: 0.0 SQ. FT.

FILL AREA: 102.9 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 115 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 67.6 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 79 CU. YD.

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

STA. 14+75.00

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

STA. 15+00.00

.8

.5

.8

.6

.4

2.00% 2.00%

.9

.0

.3

.1

.4

2.00% 2.00% 3:13:1

3:1 3:1

CUT AREA: 0.0 SQ. FT.

FILL AREA: 32.2 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 46 CU. YD.

CUT AREA: 0.0 SQ. FT.

FILL AREA: 3.5 SQ. FT.

CUT VOLUME: 0 CU. YD.

FILL VOLUME: 17 CU. YD.

CROSS SECTIONS STA. 15+25.00 TO STA. 15+52.41T. 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

C. GLEASON

EL RENO BRIDGE D REPLACEMENT

25151

PROFESSIONAL ENGINEER

TRAVIS M. RAPP

3605/01/2018

J. STEVENSON

FINAL SUBMISSION

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

STA. 15+25.00

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

STA. 15+50.00

.7

.9

.7

.3

2.00% 2.00%

.9

.7

.3

.2

2.56% 4.01%

3:1

CUT AREA: 6.7 SQ. FT.

FILL AREA: 0.2 SQ. FT.

CUT VOLUME: 3 CU. YD.

FILL VOLUME: 2 CU. YD.

CUT AREA: 9.8 SQ. FT.

FILL AREA: 0.0 SQ. FT.

CUT VOLUME: 8 CU. YD.

FILL VOLUME: 0 CU. YD.

3:1

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

STA. 15+52.41

.0

.7

.1

3.00% 4.20%

CUT AREA: 11.6 SQ. FT.

FILL AREA: 0.0 SQ. FT.

CUT VOLUME: 1 CU. YD.

FILL VOLUME: 0 CU. YD.