C04 Attachment 3 Drawings.pdf

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

U.S. DEPARTMENT OF AGRICULTURE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM USDA AGRICULTURAL RESEARCH SERVICE

GRAZINGLANDS RESEARCH LABORATORY

EL RENO LOW WATER CROSSING REPAIR

EL RENO, OK

TITLE SHEET

T-001 1 803/06/2026

THT

JMD

DRL AGRICULTURAL RESEARCH SERVICE

PLAINS AREA FACILITIES,

PROPERTY, AND SAFETY

2150 CENTRE AVE, BLDG. D, SUITE 330

FORT COLLINS, CO 80526-8119

XXX

DEAN

GUNTER

CORDRAY

ROSS

EL RENO LOW WATER CROSSING REPAIR

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

LOCATION MAPVICINITY MAP NO SCALE

N

NO SCALE

N

SHEET INDEX

USDA-ARS GRAZINGLANDS RESEARCH LABORATORY

7207 W CHEYENNE STREET

EL RENO, OK 73036

A-E CONTRACT NO.: 12805B23D0001

A-E TASK ORDER NO.: 1232SA25F0388

ALTUS

GUYMON

STILLWATER

OKLAHOMA CITY

EL RENO

LOCATION

PROJECT

TULSA

PAGE DRAWING # TITLE

1 OF 8 T-001 TITLE SHEET

2 OF 8 C-001 SURVEY, DEMO, & EROSION CONTROL PLAN

3 OF 8 C-100 SITE PLAN

4 OF 8 C-200 PROFILES & TYPICAL SECTIONS

5 OF 8 C-300 TYPICAL DETAILS

6 OF 8 C-301 APRON & WING WALL DETAILS

7 OF 8 C-400 GEOTECHNICAL DATA

8 OF 8 C-500 REFERENCE PHOTOS

FORT RENO

U.S. RTE 66

FCI EL RENO

LOCATION

PROJECT

ARS ADMIN

BUILDING

FT

R

EN

O

RD

CP

CP

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SFSF

SF SF

SURVEY CONTROL POINTS

DESCRIPTION X Y Z LAT. LONG.

5/8" REBAR W/ 3" ALUMN. CAP STAMPED EMC-011963591.664' 205592.678' 1337.445' N35° 33' 53.2228" W98° 00' 59.4092" 5/8" REBAR W/ 3" ALUMN. CAP STAMPED EMC-021962348.077' 205945.701' 1343.563' N35° 33' 56.7118" W98° 01' 14.4621" NOTE: SURVEY CONTROL POINTS ARE OUTSIDE OF VIEW OF SHEET. BOTH ARE ACCESSIBLE FOR CONTRACTOR SURVEY EQUIPMENT SET UP

DURING CONSTRUCTION.

REMOVE CORRUGATED METAL PIPES

DEMOLISH REMAINING PORTIONS OF

CONCRETE ROADWAY. SEE REFERENCE

PHOTOS C-500. BREAK CONCRETE SLAB INTO

APPROXIMATE 2' X 2' BLOCKS. RETAIN MATERIAL

AND USE TO SUPPLEMENT RIP RAP REVETMENT

AROUND NEW STRUCTURE.

DRAINAGE SWALE THALWEG

DRAINAGE SWALE THALWEG

FLOW

FLOW

FL

OW

CONTRACTOR LAYDOWN AREA (GENTLY SLOPED

OPEN GRASSED AREA. NO CLEARING AND GRUBBING

REQUIRED). RESTORE TO ORIGINAL CONDITION UPON

COMPLETION OF WORK. GRADE TO DRAIN FREELY,

SEED, AND FERTILIZE PER SPECIFICATIONS.

EDGE OF GRAVEL ROADWAY

EDGE OF GRAVEL ROADWAY

PROVIDE SILT FENCE PER DETAIL 1/C-300

1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR

TO PERFORMING WORK OR FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND

ASSEMBLIES. ANY DEVIATIONS SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION FOR RESOLUTION BEFORE PROCEEDING WITH ANY CONSTRUCTION OR

MATERIAL PURCHASE.

2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL, STATE, OR FEDERAL

PERMITS REQUIRED.

GENERAL NOTES

GRAVEL ROAD CENTERLINE

GRAVEL ROAD CENTERLINE

1. HORIZONTAL COORDINATE SYSTEM: STATE PLANE GRID NAD83 2011 OKLAHOMA NORTH

ZONE (3501) U.S. SURVEY FEET.

2. VERTICAL COORDINATE DATUM: NAVD88 GEOID 2018, U.S. SURVEY FEET.

SURVEY NOTES

1. ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED

PRIOR TO THE EXECUTION OF ANY DEMOLITION OR GRADING WORK AN SHALL BE

MAINTAINED UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.

EROSION CONTROL NOTES

SCALE:

SURVEY, DEMO, & EROSION CONTROL PLAN

1" = 20'

C-001

NORTH

40'

SCALE: 1"=20'-0"

0 20' 60'

CONCRETE DEMOLITION

CORRUGATED METAL PIPE

ROADWAY CENTERLINE

SILT FENCE

MAJOR CONTOUR

MINOR CONTOUR

APPROXIMATE BORING LOCATION

(SEE C-400 FOR LOGS)

REFERENCE PHOTO INDICATOR

(SEE C-500)

LEGEND

CP

SF

B-1

B-2

B-1

REMOVE TREE. APPROX. 2' Ø. REMOVE

ROOT BALL TO A MINIMUM OF 3' BELOW

EXISTING GRADE. BACKFILL VOID AND

COMPACT PER SPECIFICATIONS

X C-500

EXISTING PROPOSED

C-500

C-500

C-500

C-500

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

U.S. DEPARTMENT OF AGRICULTURE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM USDA AGRICULTURAL RESEARCH SERVICE

GRAZINGLANDS RESEARCH LABORATORY

EL RENO LOW WATER CROSSING REPAIR

EL RENO, OK

SITE, DEMO, & EROSION CONTROL PLAN

C-001 2 803/06/2026

THT

JMD

DRL AGRICULTURAL RESEARCH SERVICE

PLAINS AREA FACILITIES,

PROPERTY, AND SAFETY

2150 CENTRE AVE, BLDG. D, SUITE 330

FORT COLLINS, CO 80526-8119

XXX

DEAN

GUNTER

CORDRAY

ROSS

13241325

CJ

CJ

CJ

CJ

0+00

0+50

1+

1+

1+

1325 1327

1329 1329

0+00

0+50

1+00

1+50 1+65

C J

C J

CJ

D

C

A

B

CJ

SCALE:

SITE PLAN

1" = 10'

C-100

NORTH

LEGEND

EXISITNG PROPOSED

24" ODOT TYPE 1 RIP-RAP

GROUTED RIP-RAP

MAJOR CONTOUR

MINOR CONTOUR

AGGREGATE ROADWAY SURFACING

DRAINAGE THALWEG

CONTROL JOINT

CONCRETE

ROAD SIGN

GENERAL NOTES

1. THE CONTRACTOR MAY UTILIZE RECYCLED CONCRETE INSTEAD OF RIP-RAP (NATURAL STONE). THE RECYCLED

CONCRETE SOURCE MUST BE APPROVED BY THE GOVERNMENT PRIOR TO MATERIAL PROCUREMENT AND USE.

SEE SPECIFICATION SECTION 310000 2.2.2 FOR RECYCLED CONCRETE REQUIREMENTS.

2. THE DRAINAGE SWALE IS AN INTERMITTENTLY DRY STREAM. THE CONTRACTOR SHALL COORDINATE WORK TO MINIMIZE ADVERSE EFFECTS OF ANY RAPID FLUCTUATIONS IN STREAM CONDITIONS OR FLOW. ANY RESULTING DAMAGED WORK OR DISPLACED MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR

REPLACE BEFORE FINAL ACCEPTANCE IS GRANTED.

SITE LAYOUT TABLE

POINT LABEL DESCRIPTION NORTHING EASTING Z

A LOW WATER CROSSING

CENTERLINE OF DRIVEWAY 205825.92 1963955.66 1330.0

B LOW WATER CROSSING

CENTERLINE OF DRIVEWAY 205786.76 1963963.80 1330.0

C CENTERLINE OF FLOW AT

APRON 205809.93 1963930.29 1323.0

D CENTERLINE OF FLOW AT

APRON 205802.08 1963991.12 1322.9

4' X 12' PRECAST BOX CULVERT.

INV. UP: 1323.0 INV. DWN: 1322.9

PROVIDE TWO CONTROL JOINTS EQUALLY

SPACED PER DETAIL 2/C-300

CJ CJ

LIMITS OF 24" ODOT

TYPE 1 RIP-RAP

LIMITS OF 24" ODOT

TYPE 1 RIP-RAP

CAST IN PLACE APRON AND

WING WALLS PER DETAIL 2/C-301

CAST IN PLACE APRON AND

WING WALLS PER DETAIL 1/C-301

C-200

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

U.S. DEPARTMENT OF AGRICULTURE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM USDA AGRICULTURAL RESEARCH SERVICE

GRAZINGLANDS RESEARCH LABORATORY

EL RENO LOW WATER CROSSING REPAIR

EL RENO, OK

SITE PLAN

C-100 3 803/06/2026

THT

JMD

DRL AGRICULTURAL RESEARCH SERVICE

PLAINS AREA FACILITIES,

PROPERTY, AND SAFETY

2150 CENTRE AVE, BLDG. D, SUITE 330

FORT COLLINS, CO 80526-8119

XXX

DEAN

GUNTER

CORDRAY

ROSS

BEGINNING OF ALIGNMENT

N: 205875.49 E:1963901.98

SEE 1/C-200 FOR PROFILE OF ALIGNMENT

ALONG ROADWAY CENTERLINE AND

THROUGH NEW LOW WATER CROSSING

C-200

TRAFFIC SIGNAGE PER

DETAILS 3 & 4/C-300

BEGINNING OF ALIGNMENT

N: 205820.61 E:1963888.75

SEE 2/C-200 FOR PROFILE OF

ALIGNMENT ALONG CENTERLINE OF

FLOW THROUGH NEW BOX CULVERTS

DRAINAGE THALWEG

FLOW

END OF ALIGNMENT

N: 205716.03

E: 1963964.59

TRAFFIC SIGNAGE PER

DETAILS 3 & 4/C-300

END OF ALIGNMENT

N: 205794.41 E: 1964051.45

FLOW

20'

SCALE: 1"=10'-0"

0 10' 30'

LOW WATER CROSSING

STRUCTURE

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+65

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+65

0+25 0+50 0+75 1+00 1+25 1+50 1+75 1+90

0+25 0+50 0+75 1+00 1+25 1+50 1+75 1+90

TOE WALL BEYOND

FILL COMPACTED PER

SPECIFICATIONS

4" AASHTO #57 STONE

DRAINAGE LAYER.

UNDERLAY WITH

GEOTEXTILE FABRIC

24" ODOT TYPE 1

RIP-RAP.

2" Ø SCH80 PVC @ 4' O.C. WRAP ENDS WITH GEOTEXTILE FABRIC

#4 REBAR @

12" O.C. E.W.

16'-0"

1'-0"

VARIES

8"3" CLEARANCE

8"

2'

4' X 12' PRECAST BOX CULVERT SECTION

4" AASHTO #57 STONE DRAINAGE LAYER.

UNDERLAY WITH GEOTEXTILE FABRIC

LOW WATER CROSSING. SEE

3/C-200 FOR TYPICAL SECTION

COMPACT MATERIAL A MINIMUM OF 2' BEYOND CULVERT EXTENTS

EXISTING GROUND PROFILE

EXISTING GROUND

SURFACE PROFILE

2'-0" ASTM D448 TYPE 1 STONE BASE MATERIAL

COMPACTED PER SPECIFICATIONS

INFILL AREA ATOP BOX CULVERT

WITH GROUTED ODOT TYPE 1 RIP-RAP

MINIMUM OF 12" OF COMPACTED SOILS

BENEATH AGGREGATE SURFACING

AGGREGATE ROADWAY SURFACING.

PROVIDE 6" OF ODOT TYPE B BASE MATERIAL

LOW WATER CROSSING. SEE

3/C-200 FOR TYPICAL SECTION

CAST IN PLACE HEADWALL AND WING

WALLS PER DETAIL 1/C-301

24" ODOT TYPE 1 RIP-RAP

NEW GROUND

SURFACE PROFILE

4' X 12' PRECAST BOX CULVERT SECTIONS.

INV. UP: 1323.0 INV. DWN: 1322.9

24" ODOT TYPE 1 RIP-RAP

AGGREGATE ROADWAY SURFACING.

PROVIDE 6" OF ODOT TYPE B BASE MATERIAL

24" TOE WALL CAST WITH HEADWALL APRON

SCALE:

PROFILE ALONG ROADWAY CENTERLINE

HORI.: 1" = 5' VERTI.: 1" = 2.5'

C-200

10'

SCALE: 1"=5'

0 5' 15'

5'

SCALE: 1"=2.5'

0 2.5' 7.5'

SCALE:

PROFILE ALONG DRAINAGE CENTERLINE

HORI.: 1" = 5' VERTI.: 1" = 2.5'

C-200

SCALE:

TYPICAL LOW WATER CROSSING SECTION

1" = 2.5'

C-200

4" AASHTO #57 STONE DRAINAGE LAYER.

UNDERLAY WITH GEOTEXTILE FABRIC

VARIES

RIP-RAP SLOPE VARIES.

MAX OF 3H TO 1V

2'

CAST IN PLACE HEADWALL AND WING

WALLS PER DETAIL 2/C-301

VARIES: 12'-0" MIN. TO 16'-0 MAX

2% TYP.

6" COMPACTED ODOT

TYPE B BASE MATERIAL

MIN. OF 12" COMPACTED SUBGRADE REQUIRED.

IN AREAS REQUIRING LESS THAN 12" FILL,

SCARIFY EXISTING SUBGRADE AND COMPACT

TO MEET REQUIRED COMPACTION DEPTH

SCALE:

TYPICAL AGGREGATE ROADWAY SECTION

NONE

C-200

2% TYP.

3"

MATCH EXISTING GRADE OR

PROPOSED EMBKMT. GRADE AT

EDGE OF AGGREGATE SURFACING

UNDERLAY RIP-RAP EMBANKMENT

SLOPES WITH GEOTEXTILE FABRIC

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

U.S. DEPARTMENT OF AGRICULTURE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM USDA AGRICULTURAL RESEARCH SERVICE

GRAZINGLANDS RESEARCH LABORATORY

EL RENO LOW WATER CROSSING REPAIR

EL RENO, OK

PROFILES & TYPICAL SECTIONS

C-200 4 803/06/2026

THT

JMD

DRL AGRICULTURAL RESEARCH SERVICE

PLAINS AREA FACILITIES,

PROPERTY, AND SAFETY

2150 CENTRE AVE, BLDG. D, SUITE 330

FORT COLLINS, CO 80526-8119

XXX

DEAN

GUNTER

XXXXXXXXXXX

3'- 0"

MI

N.

W

ID

TH

GE

OT

EX

TI

LE

FA

BR

IC

STAY WIRES (MIN. 12-1/2 GAGE)

WIRE FENCE

GEOTEXTILE FABRIC

GROUND LINE

TOP STRAND

(MIN. 10 GAGE)

BOTTOM STRAND

(MIN. 10 GAGE)

NOTES:

1. FENCE SHALL BE MINIMUM OF 32" IN WIDTH AND SHALL HAVE

A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.

2. GEOTEXTILE FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH

AND SHALL BE FASTENED ADEQUATELY TO THE FENCING AS

SPECIFIED

3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND OF THE

SELF-FASTENER ANGLE STEEL TYPE. WOOD POST SHALL BE

A MINIMUM OF 5'-0" IN HEIGHT AND 3" OR MORE IN DIAMETER.

WIRE FENCE SHALL BE FASTENED TO POST WITH NOT LESS

THAN 9 GAGE. WIRE.

4. GEOTEXTILE FABRIC MEETING TYPE II MATERIAL

REQUIREMENTS AND INSTALLED ACCORDING TO

SPECIFICATIONS MAY BE USED WITHOUT WIRE FENCE

BACKING.

WIRE FENCE

GEOTEXTILE FABRIC

GEOTEXTILE FABRIC IN 6"x6" TRENCH.

BACKFILL WITH SOIL AND COMPACT.

COMPACTED SOIL

FILL SLOPE

GROUND LINE

STEEL OR

WOOD POST

GROUND LINE

SCALE:

SILT FENCE DETAILS

NONE

C-300

VARIABLE

(10'-0" MAX. OR AS DIRECTED BY THE ENGINEER)

LIN

E

W

IR

ES

(M

IN

. 1

2- 1/2

GA

GE

FRONT ELEVATION

SIDE ELEVATION

6" MIN.

2'- 0"

6"

3'- 0"

2'- 0"

M

IN

15' BUFFER ZONE TYP. VARIES

STEEL OR WOOD POST (TYP.)

1 1 /2"

1/8"

SEPARATING TAPE

5/8

3/8" 3/1 6"

±1 /16

LIQUID JOINT

SEALANT

* FIRST SAWCUT

** SECOND SAWCUT

SCALE:

CONTROL JOINT DETAIL

NONE

C-300

SLAB AND REINFORCING

PER DETAIL 3/C-200

7/1 6"

P

UN

CH

ED

H

OL

ES

1" O

.C

1"

2'- 3"

12" Ø

3/8" NUT & LOCK

WASHER

3/8" BOLT

2"

2"

SCALE:

SIGN POST

NONE

C-300

SCALE:

TRAFFIC CONTROL SIGNS

NONE

C-300

LOW

WATER

CROSSING

AHEAD

WEIGHT LIMIT

5 TONS PER AXLE

20 TONS GROSS

RETROREFLECTIVE

WHITE BACKGROUND

WITH BLACK TEXT

3'

4'

AF

G

2" M

AX

RETROREFLECTIVE

YELLOW BACKGROUND

WITH BLACK TEXT

3/8" THROUGH BOLT. 2

TYP. EACH SIGN

SIGN POST PER

DETAIL 3/C-300

2" SQUARE TUBING.

GALVANIZED STEEL.

MIN OF14 GA.

THICKNESS REQD

CONCRETE

FOOTING

3" M

IN

NOTE: SIGN BLANKS MUST BE HEAVY-DUTY

80 MIL (.08") RUSTPROOF ALUMINUM

AA

3"

3"

2'

1 1/2" X 1/2" X 1/8" GALVANIZED

STEEL OR ALUMINUM CHANNEL.

3"

SECTION A - A

SIGN TO POST CONNECTION DETAIL

POST & FOOTING DETAIL

SI

GN

6"

6'-0"

ED

GE

O F

RO

AD

W

AY

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

U.S. DEPARTMENT OF AGRICULTURE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM USDA AGRICULTURAL RESEARCH SERVICE

GRAZINGLANDS RESEARCH LABORATORY

EL RENO LOW WATER CROSSING REPAIR

EL RENO, OK

TYPICAL DETAILS

C-300 5 803/06/2026

THT

JMD

DRL AGRICULTURAL RESEARCH SERVICE

PLAINS AREA FACILITIES,

PROPERTY, AND SAFETY

2150 CENTRE AVE, BLDG. D, SUITE 330

FORT COLLINS, CO 80526-8119

XXX

DEAN

GUNTER

XX

V BARS @ 12" O.C.

(3) #4 CONT. EQ. SPACED

PARAPET 14'-0"

2'- 0"

7"

VERTICAL #4

@ WING WALL

(4) #4 CONT. #4 STIRRUP

@ 12" O.C.

W BARS @ 12" O.C.

PRECAST WITH BOX

CULVERT SECTION

BOX CULVERT 4'-

0"

7" 2'-

0" 1'-

3"

6"

10"

#4 @ 12" O.C. TYP.

11'-0 1/2"

DOWEL B @ 12" O.C.

PRECAST WITH BOX

CULVERT SECTION

PRECAST BOX

CULVERT SECTION

DOWEL A @ 12" O.C.

PRECAST WITH BOX

CULVERT SECTION

W BARS @ 12" O.C.

PRECAST WITH BOX

CULVERT SECTION

(4) #4 CONT.

#4 STIRRUP @ 12" O.C.

PARAPET

#4 @ 12"

O.C. TYP.

4" 6" 6"

W BARS SPACED

PER 2/C-301

#4 CONT. @ TOP

OF WALL

(3) #4 CONT. EQ. SPACED

V BARS @ 12" O.C.

VERTICAL #4

@ WING WALL

3"

4" 6" 6"

8" 8"

10" 10"

W BARS @ 1' O.C.

W BARS

#4 CONT.

#4 @ 12"

O.C. TYP.

7"

DOWEL A @ 12" O.C.

PRECAST WITH BOX

CULVERT SECTION

DOWEL B @ 12" O.C.

PRECAST WITH BOX

CULVERT SECTION

'-8

1/

2"V BARS @ 12" O.C.

SPLICE TO APRON REINF.

4" 6" 6"

6"

PRECAST BOX

CULVERT SECTION

PRECAST BOX

CULVERT SECTION

PARAPET (ABOVE)

#4 @ 12"

O.C. TYP.

12'-8 1/2"

DOWEL A @ 12" O.C.

PRECAST WITH BOX

CULVERT SECTION

6"6"W BARS @ 1'-0" O.C. 4 1/2"

W BARS

V BARS @ 12" O.C.

SPLICE TO APRON REINF.

2'-6" W

BAR BORIZONTAL LEGS

30° WING WALL PER

DETAIL 2/C-301

#4 @ 12" O.C. TYP.

PRECAST BOX

CULVERT SECTION

DOWEL B

3" C

L.

SCALE:

DOWEL AT TYP. FLARED WING WALL

1" = 1'-0"

C-301

SCALE:

DOWELS - #4

1" = 1'-0"

C-301

1'-3" 1'-3"

30°0'0"

SCALE:

BARS W - #4

NTS

C-301

HORIZONTAL LEG

VARIES 2'-0" TO 4'-0"

VE

RT

IC

AL

LE

G

VA

RI

ES

1'

-0 " T

O 4'-

9"

SCALE:

HALF END ELEVATION

NTS

C-301 SCALE:

LONGITUDINAL SECTION

NTS

C-301

SCALE:

EAST END SECTION

PLAN OF APRON & WING WALLS

NTS

C-301

DOWEL B

DOWEL A

2'-6"

SCALE:

WEST HEADWALL

PLAN OF APRON & WING WALLS

NTS

C-301 SCALE:

BARS V - #4

NTS

C-301

HORIZONTAL LEG: 2'-3" TYP.

VE

RT

IC

AL

LE

G:

1' -9

C-301

C-301

PRECAST BOX

CULVERT SECTION

FLARED WING WALL

W BARS TYP.

#4

C-301

GENERAL NOTES

1. HEADWALLS, APRONS, AND PARAPET TO BE CAST IN PLACE.

2. ALL EXPOSED EDGES OF HEADWALLS, APRONS, AND PARAPETS TO RECEIVE

3/4" CHAMFER DURING CASTING.

3. MAINTAIN MINIMUM OF 3" OF COVER OVER ALL REINFORCING.

BOX CULVERT

REINF. PER MNFCT.

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

U.S. DEPARTMENT OF AGRICULTURE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM USDA AGRICULTURAL RESEARCH SERVICE

GRAZINGLANDS RESEARCH LABORATORY

EL RENO LOW WATER CROSSING REPAIR

EL RENO, OK

APRON & WING WALL DETAILS

C-301 6 803/06/2026

THT

JMD

DRL AGRICULTURAL RESEARCH SERVICE

PLAINS AREA FACILITIES,

PROPERTY, AND SAFETY

2150 CENTRE AVE, BLDG. D, SUITE 330

FORT COLLINS, CO 80526-8119

XXX

DEAN

GUNTER

SCALE:

GEOTECHNICAL DATA

NTS

C-400

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

U.S. DEPARTMENT OF AGRICULTURE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM USDA AGRICULTURAL RESEARCH SERVICE

GRAZINGLANDS RESEARCH LABORATORY

EL RENO LOW WATER CROSSING REPAIR

EL RENO, OK

GEOTECHNICAL DATA

C-400 7 803/06/2026

THT

JMD

DRL AGRICULTURAL RESEARCH SERVICE

PLAINS AREA FACILITIES,

PROPERTY, AND SAFETY

2150 CENTRE AVE, BLDG. D, SUITE 330

FORT COLLINS, CO 80526-8119

XXX

DEAN

GUNTER

SCALE:

REFERENCE PHOTO

NTS

C-500 SCALE:

REFERENCE PHOTO

NTS

C-500 SCALE:

REFERENCE PHOTO

NTS

C-500 SCALE:

REFERENCE PHOTO

NTS

C-500

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

U

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

A

DATE

PROJECT NO.

SUSDA

BY

U.S. DEPARTMENT OF AGRICULTURE

OF

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM USDA AGRICULTURAL RESEARCH SERVICE

GRAZINGLANDS RESEARCH LABORATORY

EL RENO LOW WATER CROSSING REPAIR

EL RENO, OK

REFERENCE PHOTOS

C-500 8 803/06/2026

THT

JMD

DRL AGRICULTURAL RESEARCH SERVICE

PLAINS AREA FACILITIES,

PROPERTY, AND SAFETY

2150 CENTRE AVE, BLDG. D, SUITE 330

FORT COLLINS, CO 80526-8119

XXX

DEAN

GUNTER