J-3_210330 Bordeaux Plans.pdf

PDF 2 MB Posted Aug 20, 2022

Attached to: 2022 BORDEAUX CREEK AOP CULVERT REPLACEMENT / Nebraska National Forest
Solicitation number: 1284LM22Q0095
Issued by: Department of Agriculture Forest Service

View the file

Other files

File	Type	Posted
Amendment 2-1284LM22Q0095_Q-A.pdf	PDF	Sep 11, 2022
Amendment 3-1284LM22Q0095.pdf	PDF	Sep 11, 2022
Amendment 1-1284LM22Q0095_Q-A.pdf	PDF	Aug 29, 2022
RFQ 1284LM22Q0095_Bordeaux AOP Culvert.pdf	PDF	Aug 20, 2022
J-2_210330 Bordeaux FSSS.pdf	PDF	Aug 20, 2022
J-4_Davis-Bacon Act WD_NE20220030.pdf	PDF	Aug 20, 2022
J-3_Signed Cover Sheet_210330_Bordeaux Plans.pdf	PDF	Aug 20, 2022

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

FOREST LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

BORDEAUX CREEK CULVERT REPLACEMENT

FROM THE PINE RIDGE RANGER DISTRICT OFFICE COLLOCATED WITH SUPERVISOR'S OFFICE, TRAVEL

SOUTH ON N MAIN ST FOR 0.5 MILES. TURN LEFT ONTO US-20 E/E 3RD ST FOR 4.2 MILES. TURN RIGHT

ONTO BORDEAUX RD FOR 3.3 MILES. TURN LEFT TO STAY ON BORDEAUX RD FOR 1.2 MILES. TURN

RIGHT TO STAY ON BORDEAUX RD FOR 2.5 MILES. TURN RIGHT ONTO FS 723 FOR 1.5 MILES AND

PROJECT. 42.717839°, -102.930375°

APPROVED BY:

FOREST ENGINEER

DISTRICT RANGER

DATE

FOREST SUPERVISOR

DATE

3/3 0/2

1 1 7:

C :\U

\21

W G;

NEBRASKA

DAWES COUNTY

(R02) ROCK MOUNTAIN REGION

NEBRASKA NATIONAL FORESTS AND GRASSLANDS

PINE RIDGE RANGER DISTRICT

C-01

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

NOTES AND QUANTITIES

3/18/2021

P. LANE

M. WEINHOLD

C-02 002 014

GENERAL NOTES

SPECIFICATIONS: THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS

FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP 14 - US

CUSTOMARY UNITS) AS MODIFIED FOR THIS CONTRACT.

DESIGN: THIS STRUCTURE WAS DESIGNED FOR HL-93 LOADING IN ACCORDANCE WITH AASHTO

LRFD BRIDGE DESIGN SPECIFICATIONS 8TH EDITION. SEE STRUCTURAL NOTES.

GEOTECHNICAL: NO SUB-SURFACE SOIL INVESTIGATION. NOTIFY CO AFTER EXCAVATION TO

FOUNDATION ELEVATION.

UTILITIES: THERE ARE NO KNOWN UTILITIES AT THIS SITE.

WORK WINDOW: WORK ON SITE, INCLUDING MOBILIZATION AND DEMOBILIZATION, SHALL ONLY BE

PERFORMED BETWEEN JULY 7, 2021 TO OCTOBER 15, 2021. THERE IS NO ADDITIONAL IN-WATER

WORK WINDOW.

HOURS OF OPERATION : NO FED HOLIDAYS OR WEEKENDS UNLESS APPROVED BY THE CO.

NOXIOUS WEED CONTROL: ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED AND POWER

WASHED AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST LANDS.

ARCHEOLOGICAL SITES: SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS OR

SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SITE AND NOTIFY THE

CO.

CLEARING LIMITS: CLEARING LIMITS ARE 10 FEET BEYOND EDGE OF IMPROVEMENTS SHOWN.

SALVAGE: ALL EXISTING MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.

EXCAVATION: THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE

REQUIREMENTS OF THE APPLICABLE STANDARD AND SUPPLEMENTAL SPECIFICATIONS. ANY

EXCESS AND UNSUITABLE EXCAVATION MAY BE DISPOSED AND SPREAD OUT ON DESIGNATED

FOREST LAND BY THE CO THAT IS 1/4 MILE FROM PROJECT SITE OR SHALL BE REMOVED FROM

NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS.

REMOVAL IS INCIDENTAL TO 20801.

FOUNDATION FILL: REFER TO SPECIFICATION 208.

DEWATERING AND EROSION AND SEDIMENT CONTROL PLAN: SUBMIT BOTH DEWATERING AND

EROSION AND SEDIMENT CONTROL PLANS TO THE CO FOR APPROVAL AT LEAST 30 DAYS PRIOR

TO BEGINNING THE WORK. SEE SECTION 157 OF THE SUPPLEMENTAL SPECIFICATIONS FOR

DETAILS. DO NOT PUMP WATER FROM EXCAVATIONS DIRECTLY INTO THE LIVE STREAM.

· EROSION CONTROL DEVICES: LOCATIONS OF EROSION CONTROL DEVICES AND SEDIMENT

BASINS SHALL BE APPROVED BY THE CO. REFER TO SUPPLEMENT SPECIFICATION SECTION

157.

· SEEDING: SEED AND MULCH ALL DISTURBED SOIL NOT WITHIN TRAVELED WAY OF ROAD OR

STREAMBED. USE APPROVED SEED MIX AS REQUIRED IN SECTION 625 OF THE

SPECIFICATIONS.

STAGING AREAS: STAGING AREAS SHALL BE APPROVED BY THE CO.

TRAFFIC CONTROL: SEE SHEET C-03

HYDROLOGY AND HYDRAULICS: THIS STRUCTURE IS DESIGNED TO PASS THE 5-YEAR FREQUENCY

FLOOD. FLOW DATA IS SHOWN ON THIS SHEET.

SUMMARY OF QUANTITIES

15101: INCLUDES BONDING, FIRE PROTECTION AND EQUIPMENT CLEANING

20801, 20803: QUANTITY INCLUDES EXCAVATION AND BACKFILL AS SHOWN ON

SHEET C-05. HAULING IS INCIDENTAL.

20802, 20803: SEE SPECIFICATION 208.10 FOR COMPACTION REQUIREMENTS.

COMPACT TO 95% OF MAXIMUM DENSITY

20801: CLEARING AND GRUBBING INCIDENTAL

55250: INCLUDES CONCRETE, REINFORCEMENT AND GUARD ANGLE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

EXIST 42" CMP

L: 30.3'

INV IN: 3813.54

INV OUT: 3813.84

EXISTING

PARKING

AREA

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

EXISTING CONDITIONS

AND TRAFFIC CONTROL

3/18/2021

P. LANE

M. WEINHOLD

C-03 003 014

20' 0 20' 40' 60'

OBJECT MARKER

TOP OF ROAD

STEEL POST

U-CHANNEL

1'-0"

2'-0"

BEGIN/END

STRUCTURE

TOP OF

STRUCTURE/GRND

EDGE OF ROAD

1'-8"

5'-0"

6'-6" MAX.

SANDBAGS FOR

ADDED STABILITY

1'-8"

AS REQUIRED

MIN.

(R11-2 INSTALLED ON A TYPE III BARRICADE.)

LOCATE ONE TYPE III BARRICADES PER LANE

RETROREFLECTORIZED FACE

BARRIER DETAILS

BARRICADE

TYPE III

BARRICADE

TYPE III

R11-2-48X30

W20-3 (30x30)

BARRICADE

TYPE III

BARRICADE

TYPE III

PROJECT

LOCATION

SIGNAGE PLAN

W20-3 (30x30)

KING CANYON RD

R11-3a (60x30)

BORDEAUX RD

R11-3a (60x30)

INSTALL ON ALL FOUR CORNERS OF STRUCTURE

NOTES:

1. ALL SIGN AND BARRICADE INSTALLATION SHALL MEET THE STANDARDS ESTABLISHED IN

THE FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD)", 2009 EDITION.

2. WHERE TRAFFIC IS MAINTAINED THROUGH OR OVER ANY PART OF THE PROJECT, THE

CONTRACTOR SHALL BE REQUIRED TO MARK ALL HAZARDS WITHIN THE LIMITS OF THE

PROJECT (INCLUDING CONNECTING ROADS) WITH WELL-MAINTAINED SIGNS.

3. THE CONTRACTOR'S EQUIPMENT AND PARKING AREAS SHALL NOT INHIBIT THE VISIBILITY

OF PROJECT SIGNS AND BARRICADES.

4. LOCATION AND INSTALLATION OF ALL TRAFFIC SIGNS, TRAFFIC CONTROL, AND

BARRICADES SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND

APPROVED BY THE CO.

5. ALL CONSTRUCTION TRAFFIC CONTROL SIGNING AND BARRICADES SHALL BE

COMPLETED AND APPROVED PRIOR TO THE BEGINNING OF CONSTRUCTION, AND ITEM

15101 MOBILIZATION, SHALL NOT BE PAID UNTIL SIGNING IS APPROVED BY THE CO.

SURVEY DATUM:

1. HORIZONTAL: NAD83 WITH STATE PLANE COORDINATE ZONE 2600 (NEBRASKA) IN FEET.

2. VERTICAL: NAVD88 IN FEET COMPUTED USING GEOID12B.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

500 FEET

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

1000 FEET

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

1000 FEET

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

CLOSED

AutoCAD SHX Text

500 FEET

AutoCAD SHX Text

ROAD CLOSED

AutoCAD SHX Text

XX MILE AHEAD

AutoCAD SHX Text

LOCAL TRAFFIC ONLY

AutoCAD SHX Text

ROAD CLOSED

AutoCAD SHX Text

XX MILE AHEAD

LOCAL TRAFFIC ONLY

℄ ROAD AT STREAM STA 0+70.54

℄ STREAM AT ROAD STA 2+68.83

START CONSTRUCTION

AND SURFACING

STA 2+10

END CONSTRUCTION AND

SURFACING

STA 3+25

EDGE OF EXISTING ROAD

EDGE OF NEW ROAD

MAINTAIN EXISTING

ROAD ℄

BLEND NEW SURFACING

INTO PARKING AREA

CONCRETE CAST IN PLACE

12 ' WIDE x 6' HIGH x 16.6' LONG

BOX CULVERT AT 15° SKEW TO

ROAD WITH APRON AND

WINGWALLS

EXISTING CULVERT

TO BE REMOVED

10 CY SOUTH DAKOTA

CLASS A RIP RAP PER

CORNER (TYP). TIE INTO

BANK ROCK.

OBJECT MARKER, TYP.

E L E

V A

T I O

E E

E L E

V A

T I O

E E

STATION (FEET)

EXISTING ROAD CL PROFILE

1+50 2+00 2+50 3+00 3+50 4+00

-0.69%

-1.84%

-2.75%

-1.40%

MAINTAIN EXISTING

ROAD PROFILE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

ROAD PLAN AND

PROFILE

3/18/2021

P. LANE

M. WEINHOLD

C-04 004 014

10' 0 10' 20' 30'

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

L E

V A

T I O

E E

E L E

V A

T I O

E E

STATION (FEET)

EXISTING ROAD CL PROFILE

2+40 2+50 3+00

6" FOUNDATION FILL.

EXTEND 1' BEYOND

CULVERT

STRUCTURAL

BACKFILL

1 H

1 V

TOP OF

CONCRETE

CULVERT AS

ROAD SURFACE

6" SOUTH DAKOTA

AGGREGATE BASE

COURSE AS SURFACE

6" SOUTH DAKOTA

AGGREGATE BASE

COURSE AS SURFACE

12' 1'

1' SHOULDER

SLOPE SHOULDERS

2% OUT

SOUTH DAKOTA DOT AGGREGATE BASE COURSE

6" COMPACTED THICKNESS

1.5 MIN

BLEND TO

EXISTING

GROUND

STREAM FLOW

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

ROAD TYPICAL DETAILS

3/18/2021

P. LANE

M. WEINHOLD

C-05 005 014

TYPICAL ROAD SECTION

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

STA 0+94

END STREAM CONSTRUCTION

STA 0+46

START STREAM CONSTRUCTION

NOTES:

1. CONSTRUCT BANKS AT LENGTHS INDICATED AND TIE

INTO EXISTING STREAM BANKS

2. SEE SHEETS C-07 AND C-08 FOR STREAM

CONSTRUCTION

10'

CONTINUOUS STREAMBANK

MADE OF CLASS CR 1-2

CHANNEL ROCK

E L E

V A

T I O

E E

E L E

V A

T I O

E E

STATION (FEET)

THALWEG PROFILE

0+000+501+001+28

FLOW

EXISTING THALWEG / ROAD SURFACE

NEW THALWEG

EXISTING CMP

NOTE: SEE SHEET C-08 FOR STREAM ELEVATIONS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

STREAM PLAN AND

PROFILE

3/18/2021

P. LANE

M. WEINHOLD

C-06 006 014

5' 0 5' 10' 15'

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

SCHEMATIC PLAN VIEW

NOT TO SCALE

CONTINUOUS STREAM

BANK MADE OF CLASS

CR 1-2 CHANNEL ROCK.

SEE NOTE 2

POOL

S T

C O

N S

T R

I C

T I O

RIFFLE

POOL LENGTH 25 FT

RIFFLE 21 FT

STREAMBED RIFFLE - SLOPE

FROM END OF POOL TO NEXT

STA. MATCH DESIGN ELEV.

FLOW

E L

CLASS X STREAMBED SIMULATION MATERIAL

FIELD MIX GUIDE

1 UNIT

2 UNITS

3 UNITS

PROPORTIONS

3" - 6"

1" - 3"

AGGREGATE

BASE, GRADING C

CLASS X

FLOW

CHANNEL CONSTRICTION.

CLASS CR 1-2 ROCK. WIDTH IN

LONGITUDINAL DIRECTION OF

CULVERT IS 4'.

E L

FLOW

TIE NEW BANKLINE &

TO EXISTING BANKS

POOL DEPTH 0.8-FT MAX, TYP.

S T

P O

A I

S T

A R

O N

S T

R U

C T

I O

S T

B A

N K

I N

R A

N S

I T

I O

NOTES:

1. SEE SECTIONS SHEET C-08

2. SORT AND PLACE BOULDERS (CLASS CR 1-2 CHANNEL

ROCK) TO FORM CONTINUOUS BANK LINES. FILL ALL

VOIDS WITH CLASS X STREAMBED SIMULATION

MATERIAL.

3. REFER TO FSSS 648 FOR STREAMBED SIMULATION

CONSTRUCTION INFORMATION.

SECTION A-A

NOT TO SCALE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

STREAM SECTIONS AND

DETAILS

3/18/2021

P. LANE

M. WEINHOLD

C-07 007 014

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

CLASS CR 1-2 CHANNEL

ROCK BANK LINES

CLASS X STREAMBED

SIMULATION ROCK 1.0 FT TYP.

FLOODPLAIN

10 FT TYP.

1.5 FT

1.5 FT TYP.

1.0

SECTION D-D

NOT TO SCALE

CLASS X STREAMBED

SIMULATION MATERIAL

BANKS OF CLASS

CR 1-2 CHANNEL ROCK

1 FT TYP.

8-9 FT TYP.

CONSTRICTIONS USE

CHANNEL ROCK CLASS

CR 1-2

6-7 FT

TYP.

SECTION B-B

NOT TO SCALE

SECTION C-C

NOT TO SCALE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

STREAM SECTIONS AND

DETAILS

3/18/2021

P. LANE

M. WEINHOLD

C-08 008 014

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

12'-6"

13 STUDS, STAGGERED, SPACED @ 12" O.C.

TYP

GUARD ANGLE DETAIL

L3x3x3

8" Ø x 6" WELDED

HEADED ANCHOR

STUD

GUARD ANGLE SECTION A-A

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

STRUCTURAL NOTES

AND DETAILS

3/18/2021

P. LANE

M. WEINHOLD

S-01 009 014

BOX CULVERT NOTES:

BAR SIZE NUMBER

MINIMUM SPLICE LENGTH

2'-7

3'-3

3'-10

5'-2

6'-10

8'-8

ENGLISH SIZE

BAR DESIGNATION

1. THE REINFORCED CONCRETE BOX (RCB) CULVERT SECTIONS ARE DESIGNED FOR HL-93 LIVE

LOAD AND INDICATED EARTH FILL. THIS DESIGN IS BASED ON IOWA DOT HIGHWAY DIVISION

2016 SINGLE REINFORCED CONCRETE BOX CULVERT STANDARDS AND HAS BEEN MODIFIED

TO FIT THIS SITE.

2. VERTICAL EARTH PRESSURE, EV=0.120 kcf. HORIZONTAL EARTH PRESSURE, EHmax = 0.060 kcf

MAX, EHmin = 0.030 kcf.

3. THE RCB CULVERT SECTIONS ARE DESIGN FOR CLASS 1 EXPOSURE CONDITIONS EXCEPT:

CLASS 2 EXPOSURE CONDITION IS UTILIZED FOR THE SLAB DESIGN IN 0' FILL INSTANCES.

4. ALL SLAB AND FLOOR REINFORCING STEEL IS TO BE SUPPORTED AT INTERVALS OF NOT

MORE THAN 3'-0" IN EITHER DIRECTION.

5. THE CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR EDGE OR END OF REINFORCING

BAR TO BE 2" UNLESS OTHERWISE NOTED.

6. FLOOR OF BARREL IS TO BE FINISHED WITH TROWELED AND BRUSHED FINISHED. SIDES OF

FOOTING ARE TO BE FORMED TO INSURE CORRECT LINE AND GRADE.

7. NO TRANSVERSE CONSTRUCTION JOINTS ARE ALLOWED.

8. NO JOINTS IN TOP SLAB ARE ALLOWED.

9. NO JOINTS IN THE FLOOR SLAB ARE ALLOWED.

10. THE PERMISSIBLE LONGITUDINAL CONSTRUCTION JOINT AT THE TOP OF THE WALLS MAY BE

LOWERED AT THE CONTRACTOR'S OPTION WITH CONTRACTING OFFICER APPROVAL.

11. THE REINFORCEMENT SUPPLIED FOR THIS STRUCTURE SHALL BE GRADE 60 REINFORCEMENT

IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE DESIGN STRESSES ARE BASED

ON GRADE 60 REINFORCEMENT.

12. CONCRETE f'c = 4,500 PSI.

13. THE VERTICAL BARS IN THE WALLS MAY BE SPLICED ABOVE THE FOOTING AT THE

CONTRACTOR'S OPTION AS FOLLOWS:

THIS SPLICE, IF USED, WILL BE AT THE CONTRACTOR'S EXPENSE.

14. REINFORCING BAR CLEARANCES WILL BE AS FOLLOWS:

EDGE CLEARANCES: 2" EXCEPT

TOP OF SLAB: 2 1/2"

TOP OF FLOOR: 2 1/4" TO NEAR TRANSVERSE REINFORCING BAR

BOTTOM OF FLOOR: 3 1/2" TO NEAR TRANSVERSE REINFORCING BAR

END CLEARANCES:

VERTICAL TOP: 2 1/2"

VERTICAL BOTTOM: 3" OR 3 1/2" IF OVERALL HEIGHT OF THE CULVERT IS NOT TO A FULL

INCH

TRANSVERSE: 2"

22. THE TOP SLAB SURFACE WILL BE FINISHED WITH A GROOVED FINISH IN ACCORDANCE WITH

FP-14 552.14 (C) (1) FINISHING PLASTIC CONCRETE. GROOVES SHALL BE APPLIED

LONGITUDINALLY (PERPENDICULAR TO CENTERLINE OF THE ROADWAY). GROOVES SHALL BE

PLACED ON THE ENTIRE TOP SURFACE OF THE TOP SLAB EXCEPT IN THE AREA WITHIN

APPROXIMATELY 2 FEET OF THE PARAPET.

23. PROVIDE 6" OF STRUCTURAL FOUNDATION FILL BELOW BOX CULVERT. FILL TO BE WELL

GRADED, CRUSHED DURABLE AGGREGATE CONFORMING TO AASHTO A-1-a AND COMPACTED

TO AT LEAST 95% MODIFIED PROCTOR DRY UNIT WEIGHT.

24. FOUNDATION DESIGN BASED ON NATIVE MATERIAL CONSISTING OF SANDS AND/OR GRAVELS.

NOTIFY GOVERNMENT IF DIFFERING MATERIALS FOUND DURING EXCAVATION.

25. DO NOT PLACE HEAVY CONSTRUCTION EQUIPMENT WITHIN 5 FEET OF BOX CULVERT WALLS

UNTIL TOP OF BOX IS CONSTRUCTED.

15. ALL CONSTRUCTION JOINTS SHALL BE FORMED WITH A BEVELED KEYWAY.

16. ALL BEVELED KEYWAYS SHALL BE CENTERED.

17. KEYWAY SIZE SHALL BE 2x4 EXCEPT AS FOLLOWS:

KEYWAY BETWEEN THE FLOOR AND WALL SHALL BE 2x6 WHEN THE WALL IS GREATER

THAN 10 INCHES WIDE.

18. KEYWAY DIMENSIONS SHOWN ON THE PLANS ARE BASED ON NOMINAL DIMENSIONS UNLESS

STATED OTHERWISE. IN ADDITION, THE BEVEL USED ON THE KEYWAY SHALL BE LIMITED

TO A MAXIMUM OF 10 DEGREES FROM VERTICAL.

19. ALL DIMENSIONS ARE IN FEET AND INCHES UNLESS OTHERWISE NOTED OR SHOWN.

20. SEE CURRENT STANDARD SPECIFICATIONS REGARDING CONCRETE FORM REMOVAL.

21. THESE CULVERT STANDARDS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION (5a1

IS 5/8 INCH DIAMETER BAR). ENGLISH REINFORCING STEEL RECEIVED IN THE FIELD MAY

DISPLAY THE FOLLOWING "BAR DESIGNATION". THE "BAR DESIGNATION" IS THE

STAMPED IMPRESSION ON THE REINFORCING BARS, AND IS EQUIVALENT TO THE BAR

DIAMETER IN MILLIMETERS.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

NORTH

12'

1 2

12 x 6 BARREL SECTION

GUARD ANGLE

TYP WORKING POINT LOCATION

CULVERT PLAN

7 8

3 8

1 4

6'-9

14'-5

1'-0

6'-9

WP A1

WP A2

WP A3

WP A5

WP A4

WP A6

WP B1

WP B2

WP B3

WP B5

WP B4

WP B6

FLOW

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

BOX CULVERT LAYOUT

3/18/2021

P. LANE

M. WEINHOLD

S-02 010 014

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

12 x 6 BARREL SECTION

1' 1'

10 SPA. @ 1'-0"; e1 BARS e2 BAR SPACING e1 k1 e2 k2 e1

10 SPA. @ 1'-0"; f1 BARS

10 SPA. @ 6

STAGGERED

b1 BARS a1 b1 m1 f2 BAR SPACING f2 f1 m2 e1

CULVERT SLAB

CULVERT FLOOR

NOTES:

1. ALL REINFORCEMENT TO EXTEND AT LEAST TO

THE PARAPET.

2. CUT k1 BARS UP TO OUTSIDE OF PARAPET

3. a1 BARS NOT SHOWN IN SLAB VIEW FOR CLARITY

TOP OF SLAB

BOTTOM OF SLAB

SPA @ 6"; k1 BARS

SPA @ 6"; k2 BARS

SPA @

12"; e1

BARS

SPA @

17"; e2

BARS

TOP AND BOTTOM OF SLAB

REINFORCEMENT PLAN

TOP AND BOTTOM OF FLOOR

REINFORCEMENT PLAN

TOP OF FLOOR

BOTTOM OF FLOOR

SPA @ 9"; m1 BARS

SPA @ 6"; m2 BARS

SPA @ 12"; a1 BARS

SPA @

12"; f1

BARS

SPA @

13"; f2

BARS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

BOX CULVERT BARREL

REINFORCEMENT

3/18/2021

P. LANE

M. WEINHOLD

S-03 011 014

BENT BAR DIAGRAM

AutoCAD SHX Text

BARS

AutoCAD SHX Text D=

AutoCAD SHX Text

NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.

AutoCAD SHX Text D

AutoCAD SHX Text V

AutoCAD SHX Text H

AutoCAD SHX Text k2 & m2

AutoCAD SHX Text 4 5 6 7

AutoCAD SHX Text 3 3 3/4 4 1/2 5 1/4

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

4'-6" SOUTH WINGWALLS

4'-4 1/8" NORTH WINGWALLS

FRONT FACE ELEVATION

BACK FACE ELEVATION

SECTION NEAR CENTER OF APRON

2 SPA. @

1'-0"; 4b1

2 SPA. @

1'-0"; 5b3

2 SPA. @

1'-0"; 4b2

2 SPA. @

1'-0"; 5b4

1 SPA. @ 0'-6"; 5c3

TRANSITION TO APRON

THICKNESS IN BARREL

6 SPA. @ 1'-0"; 5c1

5c1, 6c2, 5c3 SOUTH

5c6, 6c7, 5c8 NORTH

5 SPA. @ 1'-0"; 6c2

2'-8"

1 SPA. @ 0'-6"; 4c5

6 SPA. @ 1'-0"; 4c4

6s1

4c4, 4c5 SOUTH

4c9, 4c10 NORTH

6s2

6s3

6s3 SOUTH

6s4 NORTH

5m1

6m2

4f2

4f1

4d2

4d1

1'-2"

EXTEND LINE OF TROUGH

FROM CULVERT BARREL

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

BOX CULVERT

WINGWALLS

3/18/2021

P. LANE

M. WEINHOLD

S-04 012 014

NOTE:

1. SEE BAR LIST SHEET S-06

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

9 SPA @ 1'-0"; 5m1

CENTER ON APRON

PARALLEL TO FRONT OF APRON

26 SPA. @

0'-6"; 4i1

7j1

9 SPA @ 0'-9"; 6m2

BOTTOM OF FLOOR

REINFORCEMENT PLAN

TOP OF FLOOR

REINFORCEMENT PLAN

3 SPA @

0'-9"; 6m3

6m2 AND 6m3

CENTER ON APRON/BARREL

PERPENDICULAR TO CULVERT ℄

8 SPA. @

1'-6"; 4d1

P d

14 SPA. @

1'-0"; 4f1

4f2

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

BOX CULVERT APRON

REINFORCEMENT

3/18/2021

P. LANE

M. WEINHOLD

S-05 013 014

NOTE:

1. SEE BAR LIST SHEET S-06

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

TOP OF WINGWALL DETAILS

TOP OF PARAPET

TOP OF OPENING

PERMISSIBLE

CONSTRUCTION

JOINT

2'-6"

TOP OF PARAPET

TOP OF OPENING

PERMISSIBLE

CONSTRUCTION

JOINT

ALTERNATE PERMISSIBLE

CONSTRUCTION JOINT

2'-6"

6" MIN

MIN

CLR

(TYP)

4i1 @ 6"

7ji (TYP, QTY 4)

SECTION THRU PARAPET

0'-10 1/2"

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/3 0/2

1 1 7:

C :\U

\21

W G;

(R02)

ROCKY MOUNTAIN REGION

BORDEAUX

CREEK CULVERT

REPLACEMENT

NEBRASKA NATIONAL

FORESTS AND

GRASSLANDS

PINE RIDGE RANGER DISTRICT

BOX CULVERT DETAILS

3/18/2021

P. LANE

M. WEINHOLD

S-06 014 014

NOTES AND ABBREVIATIONS:

1. B.F. = BACK FACE

2. F.F. = FRONT FACE

3. F. = FACE

4. H. = HORIZONTAL

5. V. = VERTICAL

6. BOT. = BOTTOM

AutoCAD SHX Text 8 3/4

AutoCAD SHX Text

AutoCAD SHX Text 2'-11 3/8

AutoCAD SHX Text 1'-10 3/4

AutoCAD SHX Text 2'-7 7/8

AutoCAD SHX Text

BENT BAR DETAILS

AutoCAD SHX Text D=2

AutoCAD SHX Text D=3 3/4

AutoCAD SHX Text D=6

AutoCAD SHX Text 4i1 SHAPE 60

AutoCAD SHX Text 5c1, 6c2, 5c3 5c6, 6c7, 5c8 SHAPE 20

AutoCAD SHX Text D=4 1/2

AutoCAD SHX Text 6s1 SHAPE 30

AutoCAD SHX Text 6s3 SHAPE 40

AutoCAD SHX Text

NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER.

AutoCAD SHX Text 4b1,4b2, 5b3, 5b4 SHAPE 10

AutoCAD SHX Text D=4 1/2

AutoCAD SHX Text

- 3'-0

AutoCAD SHX Text

- 4'-0

AutoCAD SHX Text 2'-7 1/8

AutoCAD SHX Text 6s4 SHAPE 50

AutoCAD SHX Text D=4 1/2

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

Sheets and Views

210318 Site Plan-COVER

OLE1

210318 Site Plan-NOTES

OLE1

210318 Site Plan-Existing

OLE1

210318 Site Plan-PlanProf

OLE1

210318 Site Plan-Road sta

OLE1

210318 Site Plan-StreamPlanProf

OLE1

210318 Site Plan-Stream1

OLE1

210318 Site Plan-Stream2

OLE1

210318 Site Plan-Str Notes

OLE1

210318 Site Plan-Box1

OLE1

210318 Site Plan-Box2

OLE1

210318 Site Plan-Box3

OLE1

210318 Site Plan-Box4

OLE1

210318 Site Plan-Box5

OLE1

File details come from the government source that posted it. Updated Aug 20, 2022.