J6 Tomahawk Trail Drawings.pdf

PDF 1 MB Posted

Attached to
Superior National Forest GAOA Stony Spur Trail Rehabilitation and Tomahawk Trail Culvert
Solicitation number
12445523Q0090
Issued by

About this file

This set of construction drawings and specifications is for a culvert replacement project on the Tomahawk Trail located on the Superior National Forest in Minnesota. Work includes removing an existing 30-foot long, 48-inch diameter corrugated steel pipe and installing a new pipe in the same location. Additional work consists of dewatering the site, installing erosion control measures, excavating for the culvert, backfilling with gravel after placement, and grading approaches. Material quantities estimated include various signage, silt fence, turbidity barriers, sheet piling, pipe, gravel, seed and mulch. The project is funded by the Great American Outdoors Act and being conducted by the USDA Forest Service on the Kawishiwi Ranger District.

View the file

Other files

File Type Posted
J4 Stony Spur Drawings.pdf PDF
J1 Wage Determination DB20235022 Lake Cty MN.pdf PDF
J3 Stony Spur Specs.pdf PDF
J5 Tomahawk Trail Specs.pdf PDF
12445523Q0090 (4).pdf PDF
J2 Statement of Work.docx DOCX document

On GovTribe

Work with this file

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

Text version

5 FT

FROM MN DNR

LAKEFINDER DATA

EDGE OF WATERFROM MN DNR

LAKEFINDER DATA

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

FROM THE KAWISHIWI RANGER DISTRICT OFFICE, FOLLOW MN 169 NORTH 1 MILE TO LAKE COUNTY

ROAD 16.

FOLLOW LAKE COUNTY ROAD 16 / KAWISHIWI TRAIL TO THE EAST FOR APPROXIMATELY 6.7 MILES

TO THE PROJECT LOCATION.

SHEET OF

United States Department of Agriculture

Forest Service

1 6

3/1 4/2

3 1 5:

JJ

SM

RE

KA

R

C:

\U

SE

RS

\JJ

SM

RE

KA

R\

BO

X\ R0

9 E

NG

P

RO

JE

CT

S\ R0

9 S

NF

\T

RA

IL

\20

-G

AO

A-

KA

W

IS

HI

W

IT

RA

IL

IM

PR

OV

EM

EN

TS

\1-

SO

UT

HF

AR

ML

K-

CU

LV

ER

T\

DE

SI

GN

D

EV

EL

OP

\C

AD

\S D\

_A

CA

D-

DW

G-

SE

T\ _K

AW

TR

-S

FA

RM

CU

LV

ER

T-

LA

KE

FT

.D W

G;

R09 EASTERN REGION SUPERIOR NATIONAL FOREST KAWISIHI RANGER DISTRICT

MINNESOTA CONGRESSIONAL DISTRICT 8 LAKE COUNTY

PROJECT LOCATION

DISTRICT RANGER

DATE

APPROVED BY:

DATE

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET 3/13/2023

C-01 GENERAL NOTES 3/13/2023

C-02 PLAN VIEW 3/13/2023

C-03 SECTION VIEWS 3/13/2023

C-04 PROFILE 3/13/2023

C-05 CULVERT DETAIL 3/13/2023

RECOMMENDED BY:

FOREST ENGINEER DATE

DISTRICT RANGER

DATE

APPROVED BY:

FOREST SUPERVISOR

DATE

CULVERT REPLACEMENT

USDA FOREST SERVICE

KAWISHIWI RANGER DISTRICT OFFICE

1393 Hwy 169

Ely, MN 55731

M

N

L

C

K

A

W

T

R

A

I

L

WHITE IRON

LAKE

FARM

LAKE

FALL

LAKE

SHAGAWA

LAKE

TOMAHAWK TRAIL AT SOUTH FARM LAKE

GREAT AMERICAN OUTDOORS ACT (GAOA)

KAWISHIWI RANGER DISTRICT TRAIL IMPROVEMENTS

03/15/2023

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

3/1 3/2

3 1 5:

JJ

SM

RE

KA

R

C:

\U

SE

RS

\JJ

SM

RE

KA

R\

BO

X\ R0

9 E

NG

P

RO

JE

CT

S\ R0

9 S

NF

\T

RA

IL

\20

-G

AO

A-

KA

W

IS

HI

W

IT

RA

IL

IM

PR

OV

EM

EN

TS

\1-

SO

UT

HF

AR

ML

K-

CU

LV

ER

T\

DE

SI

GN

D

EV

EL

OP

\C

AD

\S D\

_A

CA

D-

DW

G-

SE

T\ _K

AW

TR

-S

FA

RM

CU

LV

ER

T-

LA

KE

FT

.D W

G;

(R09)

EASTERN REGION

TOMAHAWK

TRAIL AT SOUTH

FARM LAKE

CULVERT

REPLACEMENT

SUPERIOR NATIONAL

FOREST

KAWISHIWI DISTRICT

NOTES

3/13/2023

J. SMREKAR

B. KENNEDY

X.XXX

C-01 2 6

GENERAL NOTES: (SEE SPECIFICATIONS FOR FULL REQUIREMENTS)

ALL WORK UNDER THIS CONTRACT SHALL CONFORM TO:

Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects (FP-14), AS MODIFIED BY THE PROJECT-SPECIFIC SUPPLEMENTAL

SPECIFICATIONS.

1. CONTRACTOR RESPONSIBILITY INCLUDES:

a. UTILITY LOCATES

b. TRAFFIC CONTROL

c. EROSION CONTROL

2. BEFORE BEGINNING ANY WORK THE FOLLOWING SHALL BE

SUBMITTED AND APPROVED BY CO/COR: (SEE SUBMITTAL

SCHEDULE IN SPEC)

a. CONSTRUCTION SCHEDULE

b. GOPHER STATE TICKET NUMBER AND LIST OF UTILITIES IN

THE AREA

c. HAZARDOUS SPILL PLAN

d. LIST OF SUBCONTRACTORS AND SUPPLIERS

e. TRAFFIC CONTROL SIGNAGE PLAN

f. CUT SHEETS, SPECIFICATIONS, CERTIFICATIONS, AND/OR

GRADATIONS FOR ALL PRODUCTS AND MATERIALS TO BE

SUPPLIED TO THE PROJECT

3. PRIOR TO MOBILIZING, CLEAN ALL EQUIPMENT AND VEHICLES

TO AVOID INTRODUCING NOXIOUS WEED SEEDS TO THE SITE.

4. STRIP TOPSOIL FROM ALL DISTURBED AREAS AND STOCKPILE

FOR USE IN TURF ESTABLISHMENT.

MNDOT CLASS V

AGGREGATE

SIEVE SIZE % PASSING

1" 100

3 / 4" 90-100 3 / 8" 50-90

#4 35-80 #10 20-65 #40 10-35

#200 3-10

CALL BEFORE YOU DIG

GOPHER STATE ONE CALL

651-454-0002 800-252-1166 www.gopherstateonecall.org

GENERAL DESCRIPTION OF WORK:

WORK CONSISTS OF THE REMOVAL OF A 30 FOOT, 48" DIAMETER

CORRUGATED STEEL PIPE. A NEW 30 FOOT, 48" DIAMETER

CORRUGATED STEEL PIPE WILL BE PLACED IN THE SAME

APPROXIMATE LOCATION.

ALL WORK TO BE DONE IN DRY CONDITIONS. THE CULVERT

LOCATION MUST BE DEWATERED. CONTRACTOR SHALL SUBMIT

DEWATERING PLAN FOR APPROVAL BEFORE STARTING WORK.

MNDOT CLASS V AGGREGATE WILL BE PLACED OVER THE PIPE TO

ACHIEVE SPECIFICATIONS FOR PIPE COVER. AGGREGATE

SURFACING WILL ALSO BE PLACED ALONG THE CAUSEWAY TO

BLEND THE NEW GRADE AT THE PIPE INTO THE EXISTING GRADE.

APPROXIMATE MATERIAL QUANTITIES

NOTE: APPROX. QTYS ARE SHOWN FOR REFERENCE ONLY. NOT ALL

REQUIRED MATERIAL ITEMS ARE SHOWN. WORK IS PAID PER

CONTRACT ITEMS SHOWN ON THE SCHEDULE OF ITEMS

DESCRIPTION QTY UNIT

718 TRAFFIC CONTROL SIGNS/BARRICADES 6 EA

713.16 SILT FENCE 100 LF

713.21 TURBIDITY CURTAIN

(QTY PER DEWATERING SAMPLE DEWATER

METHOD SHOWN - CONTRACTOR TO SUBMIT

ACTUAL DESIGN TO BE USED FOR APPROVAL)

100 LF

715.07 SHEET PILE

(QTY PER DEWATERING SAMPLE DEWATER

METHOD SHOWN - CONTRACTOR TO SUBMIT

ACTUAL DESIGN TO BE USED FOR APPROVAL)

90 LF

703.02 PIPE CULVERT 30 LF

704.03 PIPE BACKFILL 50 CY

704.02 PIPE BEDDING 2 CY

703.05 BASE/SURFACE AGG. - CLASS 5 GRAVEL 20 CY

713.04 / 713.17 SEED / MULCH 150 SY

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

EXISTING 48" DIAMETER

CORRUGATED STEEL PIPE

(REMOVE AND REPLACE)

EDGE OF WATER

APPROXIMATE ELEVATION - 1387.08

EDGE OF

TOMAHAWK TRAIL

13871388

UNAMED CREEK

ENTERING SOUTH FARM LAKE

WATER ELEV 1386.9

06/03/22

SOUTH FARM LAKE

FL

OW

STA 0+80

EL 1389.0

STA 0+90

EL 1389.0

STA 1+33

EL 1390.0

STA 1+95

EL 1389.0

STA 2+05

EL 1389.0

STA 0+70

SET ℄

HUB

STA 2+15

SET ℄ H

UB

BENCHMARK-NAIL IN TREE

ELEV- 1389.3

APPROXIMATE EDGE

OF WATER

SAMPLE

TURBIDITY CURTAIN

CENTERLINE OF

TOMAHAWK TRAIL

SAMPLE DEWATERING

SYSTEM

0+50

1+00

1+50

2+00

2+50

EXTENT OF

GRADING / FILL

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

3/1 3/2

3 1 5:

JJ

SM

RE

KA

R

C:

\U

SE

RS

\JJ

SM

RE

KA

R\

BO

X\ R0

9 E

NG

P

RO

JE

CT

S\ R0

9 S

NF

\T

RA

IL

\20

-G

AO

A-

KA

W

IS

HI

W

IT

RA

IL

IM

PR

OV

EM

EN

TS

\1-

SO

UT

HF

AR

ML

K-

CU

LV

ER

T\

DE

SI

GN

D

EV

EL

OP

\C

AD

\S D\

_A

CA

D-

DW

G-

SE

T\ _K

AW

TR

-S

FA

RM

CU

LV

ER

T-

LA

KE

FT

.D W

G;

(R09)

EASTERN REGION

TOMAHAWK

TRAIL AT SOUTH

FARM LAKE

CULVERT

REPLACEMENT

SUPERIOR NATIONAL

FOREST

KAWISHIWI DISTRICT

PLAN VIEW

3/13/2023

J. SMREKAR

B. KENNEDY

X.XXX

C-02 3 6

N

S

W E

Feet 0 10 20

NOTES: (SEE SPECIFICATIONS FOR FULL REQUIREMENTS)

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION

SURVEYING. BEFORE STARTING ANY EARTHWORK, LAYOUT

THE STATIONING AND REFERENCES NEEDED TO COMPLETE

THE WORK. SET THE LOCATION OF THE EXISTING CULVERT AT

THE TRAIL CENTERLINE AS STA 1+33 AND ESTABLISH PROJECT

STATIONING FROM THIS POINT. ESTABLISH EXISTING TRAIL

CENTERLINE HUBS AT STA 0+70 AND STA 2+15 AND SET THE

PROPOSED CL ALIGNMENT AS A STRAIGHT LINE BETWEEN

THESE POINTS. SET OFFSET HUBS TO ALLOW

REESTABLISHMENT OF THIS CENTERLINE IF NECESSARY.

PROJECT BENCHMARK IS SHOWN. CONTRACTOR TO CHECK

BENCHMARK ELEVATION AGAINST EXISTING CONDITIONS

SHOWN AND REPORT ANY DISCREPANCIES TO THE COR

BEFORE STARTING ANY EARTHWORK.

2. ALL EXCAVATION WORK MUST BE DONE IN DRY CONDITIONS.

CONTRACTOR IS RESPONSIBLE FOR DEVELOPING A

DEWATERING PLAN AND SUBMITTING TO THE COR FOR

APPROVAL BEFORE STARTING ANY EXCAVATION. A SAMPLE

COFFERDAM SYSTEM IS SHOWN FOR REFERENCE ONLY.

3. PROVIDE AND INSTALL EROSION CONTROL AND WATER

TURBIDITY PROTECTION BEFORE STARTING ANY GROUND

DISTUBANCE.

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

EL

EV

AT

IO

N (F

EE

T)

OFFSET (FEET)

1+10

0 10 20 300-10-20-30

EL

EV

AT

IO

N (F

EE

T)

OFFSET (FEET)

0+75

0 10 20 300-10-20-30

EL

EV

AT

IO

N (F

EE

T)

OFFSET (FEET)

1+50

0 10 20 300-10-20-30

EL

EV

AT

IO

N (F

EE

T)

OFFSET (FEET)

2+25

0 10 20 300-10-20-30

EL

EV

AT

IO

N (F

EE

T)

OFFSET (FEET)

1+33

0 10 20 300-10-20-30

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

PROPOSED SURFACE

PROPOSED SURFACE

PROPOSED NEW TRAIL SURFACE

EL 1390.0 - VERIFY - 12" COVER OVER PIPE MINIMUM

EXISTING & NEW

CULVERT INVERT

EL 1384.70

SECTION AT CULVERT

SECTION AT START NEW FILL/SURFACING

SECTION SHOWING NEW FILL/SURFACING

SECTION AT END NEW FILL/SURFACING

SECTION SHOWING NEW FILL/SURFACING

EXISTING PIPE

WATER LEVEL AT SURVEY

EL 1386.9

WATER LEVEL AT SURVEY

EL 1386.9

WATER LEVEL AT SURVEY

EL 1386.9

WATER LEVEL AT SURVEY

EL 1386.9

WATER LEVEL AT SURVEY

EL 1386.9

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

3/1 3/2

3 1 5:

JJ

SM

RE

KA

R

C:

\U

SE

RS

\JJ

SM

RE

KA

R\

BO

X\ R0

9 E

NG

P

RO

JE

CT

S\ R0

9 S

NF

\T

RA

IL

\20

-G

AO

A-

KA

W

IS

HI

W

IT

RA

IL

IM

PR

OV

EM

EN

TS

\1-

SO

UT

HF

AR

ML

K-

CU

LV

ER

T\

DE

SI

GN

D

EV

EL

OP

\C

AD

\S D\

_A

CA

D-

DW

G-

SE

T\ _K

AW

TR

-S

FA

RM

CU

LV

ER

T-

LA

KE

FT

.D W

G;

(R09)

EASTERN REGION

TOMAHAWK

TRAIL AT SOUTH

FARM LAKE

CULVERT

REPLACEMENT

SUPERIOR NATIONAL

FOREST

KAWISHIWI DISTRICT

SECTION VIEWS

3/13/2023

J. SMREKAR

B. KENNEDY

X.XXX

C-03 4 6

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

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

STATION (FEET)

CENTERLINE OF ROAD PROFILE

0+00 0+50 1+00 1+50 2+00 2+50

1.89% -1.61%

ST

A

0+

B

EG

IN

C

EN

TE

R

LI

N

E O

F R

O

AD

EL

9.

0'

G R

AD

E

BR

EA

K

ST

A

1+

EL

0.

0'

ST

A.

+9

EN

D C

EN

TE

R

LI

N E

O F

R O

AD

EL

.0

EXISTING TRAIL SURFACE

PROPOSED TRAIL SURFACE

REMOVE EXISTING CULVERT AND REPLACE

WITH 48" DIA X 30 FOOT CULVERT

INLET ELEV - 1384.70

OUTLET ELEV - 1384.70

(REPLACEMENT MATCHES EXISTING)

10' LONG FLAT

OVERFLOW SECTION

EL 1389.0

(MATCHES EXISTING TRAIL ELEV)

10' LONG FLAT

OVERFLOW SECTION

EL 1389.0

(MATCHES EXISTING TRAIL ELEV)

139113

STA 0+80

EL 1389.0

STA 0+90

EL 1389.0

STA 1+33

EL 1390.0

STA 1+95

EL 1389.0

STA 2+05

EL 1389.0

STA 0+70

SET ℄ H

U B

STA 2+15

SET ℄ H

U B

0+

0+

1+

1+

2+

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

3/1 3/2

3 1 5:

JJ

SM

RE

KA

R

C:

\U

SE

RS

\JJ

SM

RE

KA

R\

BO

X\ R0

9 E

NG

P

RO

JE

CT

S\ R0

9 S

NF

\T

RA

IL

\20

-G

AO

A-

KA

W

IS

HI

W

IT

RA

IL

IM

PR

OV

EM

EN

TS

\1-

SO

UT

HF

AR

ML

K-

CU

LV

ER

T\

DE

SI

GN

D

EV

EL

OP

\C

AD

\S D\

_A

CA

D-

DW

G-

SE

T\ _K

AW

TR

-S

FA

RM

CU

LV

ER

T-

LA

KE

FT

.D W

G;

(R09)

EASTERN REGION

TOMAHAWK

TRAIL AT SOUTH

FARM LAKE

CULVERT

REPLACEMENT

SUPERIOR NATIONAL

FOREST

KAWISHIWI DISTRICT

PROFILE

3/13/2023

J. SMREKAR

B. KENNEDY

X.XXX

C-04 5 6

N

S

W

E

Feet 0 10 20

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

FOR BEDDING AND FILL ON PIPE

TOP OF PIPE: PLACE AND COMPACT TO SPECIFIED DENSITY USING

HAND-OPERATED EQUIPMENT.

SIDES OF PIPE: PLACE IN BALANCED LIFTS AND COMPACT AS REQUIRED.

BELOW PIPE: PROVIDE MNDOT TYPE 4 GEOTEXTILE FABRIC BETWEEN

GRANULAR BACKFILL AND SUBGRADE WHERE SUBGRADE IS UNSTABLE

(MUCK). PLACE AND SHAPE BEDDING MATERIAL AS SHOWN - DO NOT

COMPACT BEDDING.ROAD SURFACING

WHERE HAND COMPACTION IS SPECIFIED, PLACE IN 4" LIFTS.

ALL OTHER PIPE BACKFILL TO BE PLACED IN A BALANCED FASHION IN 6"

COMPACTED LIFTS, AND COMPACTED PER SPECIFICATIONS.

COMPLETE AND REGULAR MONITORING OF THE CMP SHAPE IS

NECESSARY DURING ALL BACKFILLING OF THE STRUCTURE.

PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING

COMPACTION METHODS AND EQUIPMENT.

MIN. LIMITS OF PIPE BACKFILL MATERIAL. SEE NOTE 1.

MINIMUM LIMITS OF COMPACTED

STRUCTURAL BACKFILL

4.

3.

2.

D

C

3/4 S

PIPE SPAN - S

CRITICAL BACKFILL ZONE: HAND PLACE AND TAMP BELOW SPRINGLINE.

CAREFULLY COMPACT TO SPECIFIED DENSITY USING HAND-OPERATED

EQUIPMENT.

NOTES:

B

B

A

RECOMPACTED

EXISTING

EMBANKMENT

6" UNCOMPACTED BEDDING

D

UNDISTURBED

EXISTING

EMBANKMENT

1/2 S

MNDOT TYPE 4

GEOTEXTILE FABRIC

C

S

(NOT TO SCALE)

A

C

H

1/2 S

LIMITS OF

EXCAVATION. SEE

SPEC FOR ADD'L

REQUIREMENTS.

MEET OSHA REQ.

B 1.

12" MIN. COVER

OVER CULVERT

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

3/1 3/2

3 1 5:

JJ

SM

RE

KA

R

C:

\U

SE

RS

\JJ

SM

RE

KA

R\

BO

X\ R0

9 E

NG

P

RO

JE

CT

S\ R0

9 S

NF

\T

RA

IL

\20

-G

AO

A-

KA

W

IS

HI

W

IT

RA

IL

IM

PR

OV

EM

EN

TS

\1-

SO

UT

HF

AR

ML

K-

CU

LV

ER

T\

DE

SI

GN

D

EV

EL

OP

\C

AD

\S D\

_A

CA

D-

DW

G-

SE

T\ _K

AW

TR

-S

FA

RM

CU

LV

ER

T-

LA

KE

FT

.D W

G;

(R09)

EASTERN REGION

TOMAHAWK

TRAIL AT SOUTH

FARM LAKE

CULVERT

REPLACEMENT

SUPERIOR NATIONAL

FOREST

KAWISHIWI DISTRICT

CULVERT DETAIL

3/13/2023

J. SMREKAR

B. KENNEDY

X.XXX

C-05 6 6

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
1-Coversheet
SFarmCulvert-02-Notes.pdf
Sheets and Views
2-Notes
OLE1
SFarmCulvert-03-Plan View.pdf
Sheets and Views
3-Plan View
OLE1
SFarmCulvert-04-Section Views.pdf
Sheets and Views
4-Section Views
OLE1
SFarmCulvert-05-PlanProfile.pdf
Sheets and Views
5-PlanProfile
OLE1
SFarmCulvert-06-Culvert Detail.pdf
Sheets and Views
6-Culvert Detail
OLE1
SFarmCulvert-Coversheet-SIGS.pdf
Sheets and Views
1-Coversheet
SFarmCulvert-Coversheet-signed.pdf
Sheets and Views
1-Coversheet
2023-03-27T10:53:14-0500
THOMAS HALL
2023-03-16T15:17:53-0500
JAMES STREZISHAR

File details come from the government source that posted it. Updated .