C04_FR377 ERFO MN2024_Drawings.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

FR377 TOMAHAWK ERFO ROAD REPAIRS

THE PROJECT ROAD IS LOCATED ON THE KAWISHIWI AND TOFTE RANGER DISTRICTS ON THE

SUPERIOR NATIONAL FOREST.

FR377 IS APPROXIMATELY 19.3 MILES SOUTHEAST OF THE KAWISHIWI RANGER DISTRICT OFFICE

LOCATED AT 1393 HIGHWAY 169, ELY MN 55731

THE ROAD COORDINATES ARE AS FOLLOWS:

START (WEST END) 47°44'01"N 91°38'25"W (47.733717, -91.640224)

END (EAST) END 47°48'04"N 91°18'06"W (47.801145, -91.301556)

6/2 4/2

6 1 2:

P

RE

ST

ON

TR

IP

P

C:

\U

SE

RS

\P

RE

ST

ON

TR

IP

P\

ON

ED

RI

VE

US

DA

\D

ES

KT

OP

\F R3

E

RF

O

(2

4 E

RF

O

FU

ND

IN

G) \W

OR

KI

NG

F

OL

DE

R\

FR

7 E

RF

O

MN

.D

W G;

MINNESOTA

ST LOUIS AND LAKE COUNTIES

(R09) EASTERN REGION

SUPERIOR NATIONAL FOREST

KAWISHIWI & TOFTE RANGER DISTRICTS

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVERSHEET 06/24/2026

2 GENERAL NOTES 06/24/2026

3 WORKLISTS 06/24/2026

4 ROAD MAP 06/24/2026

5 TYPICAL DETAILS 06/24/2026

6 TYPICAL SIGNS 06/24/2026

EMERGENCY RELIEF FOR FEDERALLY OWNED ROADS

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

6/2 4/2

6 1 2:

P

RE

ST

ON

TR

IP

P

C:

\U

SE

RS

\P

RE

ST

ON

TR

IP

P\

ON

ED

RI

VE

US

DA

\D

ES

KT

OP

\F R3

E

RF

O

(2

4 E

RF

O

FU

ND

IN

G) \W

OR

KI

NG

F

OL

DE

R\

FR

7 E

RF

O

MN

.D

W G;

(R09)

EASTERN REGION

FR377

TOMAHAWK -

ERFO REPAIRS

SUPERIOR NATIONAL

FOREST

KAWISHIWI RANGER DISTRICT &

TOFTE RANGER DISTRICT

GENERAL NOTES

6/24/2026

P.TRIPP

P.TRIPP G-1

002 006

GENERAL NOTES

SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-24) AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).

EARTH WORK: MATERIAL QUANTITIES ARE PROVIDED IN LOOSE CUBIC YARDS. QUANTITIES ARE CALCULATED BY MULTIPLYING THE LIFT CROSS SECTIONAL AREA BY ITS LENGTH. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE QUANTITY OF MATERIAL REQUIRED TO CONSTRUCT THE SPECIFIED LIFT HEIGHT.

SAFETY: THE OWNER WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED OF THE CONTRACTOR TO PERFORM THEIR WORK.

DEWATERING PLAN: SUBMIT A DEWATERING PLAN TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR APPROVAL AT LEAST SEVEN (7) DAYS PRIOR TO BEGINNING WORK ON CULVERT INSTALLATIONS WHERE DEWATERING IS REQUIRED. THE DEWATERING PLAN MUST PROPOSE A DISCHARGE LOCATION AND DESCRIBE HOW DIRTY WATER WILL BE FILTERED PRIOR TO DISCHARGE INTO DOWNSTREAM CHANNEL. THIS IS INCIDENTAL TO CULVERT INSTALLATION.

UTILITIES: THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 811 OR 651-454-0002 OR 800-252-1166 A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO ANY EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR WORKING WITH ANY CONTRACTORS OPERATING IN THE AREA TO ENSURE THE BEST RESULTS FOR ALL PARTIES INVOLVED. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED.

TIMING OF WORK: ALL WORK SHALL BE PERFORMED BETWEEN THE HOURS OF 6:00 AM AND 6:00 PM MONDAY THROUGH FRIDAY. NO WORK SHALL BE PERFORMED ON FEDERAL HOLIDAYS OR WEEKENDS WITHOUT PRIOR APPROVAL FROM THE COR.

MATERIAL GRADATIONS: THIS PROJECT UTILIZES SURFACING AGGREGATE GRADING U AS SPECIFIED IN FSSS 703.05 TABLE 703-3, 3” MINUS; SELECT BASE AGGREGATE AS SPECIFIED IN FP-24 SECTION 704.02 TABLE 704-2 ; ½” MINUS WASHED ROCK AS SPECIFIED IN FP-24 SECTION 704.01, TABLE 704-1, AND CLASS I RIPRAP AS

SPECIFIED IN FP-24 SECTION 705.02 TABLE 705-1.

DISPOSAL: UNLESS OTHERWISE NOTED, ALL MATERIALS DESIGNATED FOR REMOVAL BECOME PROPERTY OF THE CONTRACTOR AND ARE TO BE DISPOSED OF LEGALLY OFF-SITE.

CLEARING, GRUBBING, AND MERCHANTABLE TIMBER: MINOR AMOUNTS OF CLEARING AND GRUBBING ARE REQUIRED FOR CULVERT REPLACEMENT. LIMBS, LOGS, AND STUMPS MAY BE SCATTERED OUTSIDE THE CLEARING LIMITS. MERCHANTABLE TIMBER IS DEFINED AS BEING AT LEAST 6 INCHES IN DIAMETER AT BREAST HEIGHT (DBH). ANY MERCHANTABLE TIMBER CUT OR DESTROYED SHALL BE PAID FOR AT CURRENT STUMPAGE RATES FOR SIMILAR TIMBER IN THE SUPERIOR NATIONAL FOREST. THE FOREST SERVICE RESERVES THE RIGHT TO DISPOSE OF THE MERCHANTABLE TIMBER TO THOSE OTHER THAN THE HOLDER AT NO STUMPAGE

COST TO THE HOLDER.

GOVERNMENT MATERIAL SOURCES: TWO GOVERNMENT SOURCES MAY BE MADE AVAILABLE FOR MATERIAL EXTRACTION AND CRUSHING. THESE SOURCES INCLUDE DENLEY GRAVEL PIT (ON LAKE COUNTY 34) OR LAKE 18 GRAVEL PIT (ON FR369). THE SUITABILITY OF MATERIAL IN THESE PITS FOR PROJECT WORK IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR TESTING TO VERIFY MATERIAL SUITABILITY. SUBMISSION OF A PIT OPERATION PLAN IS REQUIRED AN ABSOLUTE MINIMUM OF 30 DAYS PRIOR TO BEGINNING PIT OPERATIONS AND MUST BE APPROVED BEFORE STARTING WORK. THE OPERATION PLAN IS NOT REQUIRED UNTIL THE CONTRACT IS AWARDED. NO GOVERNMENT PROVIDED CRUSHED GRAVEL IS AVAILABLE FOR THIS PROJECT.

TRAFFIC CONTROL: FOREST ROAD 377 SHALL REMAIN OPEN TO TRAFFIC DURING CONSTRUCTION WITH INTERMITTENT CLOSURES FOR CULVERT REPLACEMENTS. TEMPORARY TRAFFIC CONTROL SIGNAGE SHALL FOLLOW MUTCD. THE CONTRACTOR SHALL NOTIFY THE COR ONE (1) WEEK PRIOR TO ANY ACTIVITY THAT WILL

IMPACT TRAFFIC TO ALLOW THE FS TO NOTIFY RESIDENTS AND LANDOWNERS.

EQUIPMENT STORAGE: STORAGE OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT A LOCATION APPROVED BY THE COR.

SEEDING: SLOPES DISTURBED DURING CULVERT REPLACEMENT SHOULD BE PREPARED, SEEDED (MNDOT SEED SPEC MN34-361 RIPARIAN NORTHEAST AT 33.5 LBS./ACRE, ANNUAL RYE AT 1 LB./1000 SQ-FT AND 16-16-16 FERTILIZER AT 5 LBS./1000 SQ-FT) AND MULCHED IN ACCORDANCE WITH THE FP-24.

EQUIPMENT CLEANING: ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO FP-24 SECTION 107.10C PRIOR TO USE ON THIS PROJECT.

SITE FAMILIARITY: IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS. ALL OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. FOUNDATION MATERIAL MAY BE UNSUITABLE AND COULD CONTAIN BOULDERS AND LEDGE ROCK.

INCIDENTAL WORK: THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, INCLUDING ANY INCIDENTALS NECESSARY TO MEET THE INTENT OF THE PROJECT CONTRACT DOCUMENTS AND APPLICABLE AGENCY REQUIREMENTS BUT

NOT SPECIFICALLY CALLED OUT THEREIN.

UNCERTAINTY, INCONSISTENCY, AND CONTRADICTIONS: SHOULD ANY UNCERTAINTY, INCONSISTENCY, OR CONTRADICTIONS ARISE REGARDING THE PLANS, SPECIFICATIONS, DIMENSIONS, OR PROJECT DESIGN, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL RECEIVING CLARIFICATION OR

CORRECTION FROM THE COR.

RESTORATION: ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED BEFORE A DATE AGREED UPON BY THE COR AND CONTRACTOR. FINAL RESTORATION MUST BE COMPLETE PRIOR TO FINAL PAYMENT.

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

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

6/2 4/2

6 1 2:

P

RE

ST

ON

TR

IP

P

C:

\U

SE

RS

\P

RE

ST

ON

TR

IP

P\

ON

ED

RI

VE

US

DA

\D

ES

KT

OP

\F R3

E

RF

O

(2

4 E

RF

O

FU

ND

IN

G) \W

OR

KI

NG

F

OL

DE

R\

FR

7 E

RF

O

MN

.D

W G;

(R09)

EASTERN REGION

FR377

TOMAHAWK -

ERFO REPAIRS

SUPERIOR NATIONAL

FOREST

KAWISHIWI RANGER DISTRICT

TOFTE RANGER DISTRICT

WORKLIST ITEMS

06/24/2026

P.TRIPP

P.TRIPP G-2

003 006

FR 377 TOMAHaWK Road Worklist Items

Project MP Ending MP Task

SURFACING QTY

(CY)

DITCHING QTY

(LF)

DITCHING

LOCATION

CULVERT QTY

(LF) Comments

0.000 18.177 Linear Grading Linear Grading, include shaping of shoulder and removal of existing windrows along road edges

0.038 0.142 Ditching 1100 BOTH

1.000 1.150 Ditching 795 LEFT

3.358 3.452 Ditching 500 LEFT

3.560 Replace culvert 10 32 Replace culvert: 21"x15" x 32' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

3.821 Replace culvert 10 32 Replace culvert: 18" x 32' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

3.877 Replace culvert 10 30 Replace culvert: 24" x 30' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

3.840 3.870 Ditching 160 LEFT

5.694 Aggregate surfacing 20 Repair erosion @ culvert, add aggegate surfacing

5.910 5.970 Aggregate surfacing 145

5.965 Replace culvert 10 36 Replace culvert: 18" x 36' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

5.995 6.150 Ditching 1640 BOTH

6.445 6.500 Ditching 295 LEFT

6.700 6.766 Ditching 350 LEFT

6.863 Aggregate surfacing 30 Repair erosion @ culvert, add aggegate surfacing

7.673 Aggregate surfacing 15 Scarify, add aggregate and recompact

7.800 Aggregate surfacing 15 Scarify, add aggregate and recompact

8.100 Aggregate surfacing 15 Scarify, add aggregate and recompact

8.755 Clean culvert in place Remove foreign material within the culvert. Remove debris, vegetation, and earthen material that impedes inlet and outlet channel flow to the structure.

8.930 9.030 Ditching 1060 BOTH

9.041 Replace culvert 32 Replace culvert: 21"x15" x 32' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

9.310 Aggregate surfacing 20 Scarify, add aggregate and recompact

9.380 Aggregate surfacing 15 Repair erosion @ culvert, add aggegate surfacing

10.050 10.100 Ditching 265 LEFT

10.200 Aggregate surfacing 15 Scarify, add aggregate and recompact

10.860 10.940 Ditching 845 BOTH

11.124 Replace culvert 10 36 Replace culvert: 21"x15" x 36' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

11.233 11.300 Ditching 355 LEFT

11.326 Aggregate surfacing 15 Scarify, add aggregate and recompact

11.900 Aggregate surfacing 15 Scarify, add aggregate and recompact

11.960 Aggregate surfacing 15 Scarify, add aggregate and recompact

12.007 Replace culvert 15 36 Replace culvert: 18" x 36' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

12.428 Place Riprap Clas 3 Place Rip rap

12.428 Aggregate surfacing 20 Repair erosion @ culvert, add aggegate surfacing

12.518 12.950 Ditching 2285 LEFT

13.443 Replace culvert 15 28 Replace culvert: 21"x15" x 28' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

13.768 13.816 Ditching 510 BOTH

14.075 Replace culvert 15 28 Replace culvert: 21"x15" x 28' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

14.040 14.080 Aggregate surfacing 95

14.260 Replace culvert 15 28 Replace culvert: 21"x15" x 28' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

14.393 Replace culvert 15 28 Replace culvert: 21"x15" x 28' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

14.350 14.564 Aggregate surfacing 505

14.444 Replace culvert 15 28 Replace culvert: 21"x15" x 28' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

14.682 Replace culvert 15 28 Replace culvert: 21"x15" x 28' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

15.137 Clean culvert in place Remove foreign material within the culvert. Remove debris, vegetation, and earthen material that impedes inlet and outlet channel flow to the structure.

15.222 Clean culvert in place Remove foreign material within the culvert. Remove debris, vegetation, and earthen material that impedes inlet and outlet channel flow to the structure.

15.526 Replace culvert 15 32 Replace culvert: 21"x15" x 32' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

15.605 Replace culvert 15 30 Replace culvert: 24" x 30' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

16.176 Replace culvert 20 40 Replace culvert: 36" x 40' Polymeric Coated Corrugated Steel (12ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

16.462 Replace culvert 15 28 Replace culvert: 24" x 28' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

16.622 Clean culvert in place Remove foreign material within the culvert. Remove debris, vegetation, and earthen material that impedes inlet and outlet channel flow to the structure.

16.997 Replace Object Marker signs Install OM3-L Type 3 Object Marker sign . 24" size

16.997 Aggregate surfacing 20 Repair erosion @ bridge approaches, add aggegate surfacing

17.344 15 34 Replace culvert: 18" x 34' Polymeric Coated Corrugated Steel (14ga) Install T-Posts 4 ft from each end of culvert. Paint top 1 ft orange. Dispose of existing.

17.703 Clean culvert in place Remove foreign material within the culvert. Remove debris, vegetation, and earthen material that impedes inlet and outlet channel flow to the structure.

Project Totals: 1210 10160 566

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

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

6/2 4/2

6 1 2:

P

RE

ST

ON

TR

IP

P

C:

\U

SE

RS

\P

RE

ST

ON

TR

IP

P\

ON

ED

RI

VE

US

DA

\D

ES

KT

OP

\F R3

E

RF

O

(2

4 E

RF

O

FU

ND

IN

G) \W

OR

KI

NG

F

OL

DE

R\

FR

7 E

RF

O

MN

.D

W G;

(R09)

EASTERN REGION

FR377

TOMAHAWK -

ERFO REPAIRS

SUPERIOR NATIONAL

FOREST

KAWISHIWI RANGER DISTRICT &

TOFTE RANGER DISTRICT

ROAD AND GRAVEL PIT

LOCATIONS

06/24/2026

P.TRIPP

P.TRIPP G-3

004 006

AN APPROVED GRAVEL PIT OPERATION PLAN WILL BE REQUIRED TO

UTILIZE FREE-USE MATERIAL FROM THE TWO AVAILABLE GOVERNMENT

SOURCES. THE OPERATION PLAN SHALL BE SUBMITTED AT LEAST 30 DAYS

PRIOR TO THE DESIRED DATE OF OPERATION IN THE PITS. OPERATION

PLANS ARE NOT REQUIRED UNTIL AFTER THE PROJECT IS AWARDED.

THE PIT OPERATION SHALL INCLUDE THE INFORMATION SPECIFIED BELOW

§ 228.56 Operating plans.

Any surface-disturbing operation under a contract, permit, or prospecting permit is subject to prior approval by the authorized officer of an operating plan and to reasonable conditions as may be required to ensure proper protection of the environment and improvements, including timely reclamation of disturbed lands. Significant changes to operations require prior approval of an amended operating plan. The operating plan must include, as a minimum, a map and explanation of the nature of the access, anticipated activity, surface disturbance, and intended reclamation including removal or retention of structures and facilities. Operating plans must be submitted by the purchaser, permittee, or prospecting permittee, except as noted in § 228.64(b).

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

SUBGRADE

TRAVELED WAY

EXISTING GROUND

LINE

CRUSHED AGGREGATE OR PIT RUN

SURFACING

SUBRADE CROWN 2.0%

ROAD CENTERLINE

3:1 3:1

2:1

TYPICAL ROAD CROSS SECTION

NOT TO SCALE

1' M

IN

3:1 SUBGRADE SLOPE

ORIGINAL GROUND

TYPICAL U-DITCH SECTION

NOT TO SCALE

1' C

O

VE

R M

IN

SUBGRADE SHOULDER

PIPE CULVERT

2' MIN

MAX SLOPE 2:1

INLET & OUTLET DITCH AT CULVERT

NOT TO SCALE

GENERAL NOTE: INSTALL STEEL T-POST AT BOTH INLET AND OUTLET AS

SPECIFIED IN DRAWINGS OR CONTRACT.

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

6/2 4/2

6 1 2:

P

RE

ST

ON

TR

IP

P

C:

\U

SE

RS

\P

RE

ST

ON

TR

IP

P\

ON

ED

RI

VE

US

DA

\D

ES

KT

OP

\F R3

E

RF

O

(2

4 E

RF

O

FU

ND

IN

G) \W

OR

KI

NG

F

OL

DE

R\

FR

7 E

RF

O

MN

.D

W G;

(R09)

EASTERN REGION

FR377

TOMAHAWK -

ERFO REPAIRS

SUPERIOR NATIONAL

FOREST

KAWISHIWI RANGER DISTRICT

TOFTE RANGER DISTRICT

TYPICAL DETAILS

06/24/2026

P.TRIPP

P.TRIPP T-1

006 006

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

5'

EDGE OF

TRAVELED WAY

NOT LESS THAN 12FT OR AS STAKED

4"X4" WOODEN POST

ROADWAY

HORIZONTAL ROUTE MARKER

TYPICAL ROUTE MARKER SIGN

NOT TO SCALE

PAINTED FOREST SERVICE

BROWN

NOT LESS THAN 12 FT OR AS STAKED

U-POST #1

TWO BOLTS WITH

NYLON LOCKING THREAD NUTS

U-POST #2

5'

WARNING AND REGULATORY SIGN

BREAKAWAY DESIGN

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

6/2 4/2

6 1 2:

P

RE

ST

ON

TR

IP

P

C:

\U

SE

RS

\P

RE

ST

ON

TR

IP

P\

ON

ED

RI

VE

US

DA

\D

ES

KT

OP

\F R3

E

RF

O

(2

4 E

RF

O

FU

ND

IN

G) \W

OR

KI

NG

F

OL

DE

R\

FR

7 E

RF

O

MN

.D

W G;

(R09)

EASTERN REGION

FR377

TOMAHAWK -

ERFO REPAIRS

SUPERIOR NATIONAL

FOREST

KAWISHIWI RANGER DISTRICT

TOFTE RANGER DISTRICT

TYPICAL SIGN DETAILS

01/30/2026

P.TRIPP

P.TRIPP T-2

006 007

ROUTE MARKER SIGN INSTALLATION GENERAL NOTES:

1. POSTS SHALL BE PROVIDED BY CONTRACTOR.

2. POSTS SHALL BE 4"X4" PRESSURE TREATED WOODEN POST. MATERIAL SHOULD BE PINE GRADE 2 OR EQUIVALENT.

3. MINIMUM BURIAL DEPTH IS 3FT DEEP.

4. ALL HARDWARE FOR INSTALLATION SHALL BE PROVIDED BY CONTRACTOR. HARDWARE SHOULD BE GALVANIZED OR

ALUMINUM.

5. SIGNS SHOULD BE ATTACHED TO POSTS IN A MANNER THAT THE HARDWARE DOES NOT INTERFERE WITH LEGIBILITY

OF SIGN.

6. SIGN POST SHALL BE PLACED FROM INTERSECTION 20-100FT AS DETERMINED BY FOREST SERVICE.

7. DISPOSE OF EXISTING POST OFF PROJECT AS REQUIRED BY STATE AND LOCAL LAWS.

8. LOCATION OF SIGN CAN BE DETERMINED BY COR IN FIELD OR AS STAKED.

9. COMPLETE INSTALLATION GUIDELINES CAN BE FOUND IN THE FOREST SERVICE SIGN INSTALLATION GUIDE.

WARNING & REGULATORY SIGN INSTALLATION GENERAL NOTES:

1. U-POSTS AND SIGN SHALL BE PROVIDED BY CONTRACTOR.

2. POSTS SHALL BE GREEN STEEL.

3. TWO U-POSTS SHOULD BE BOLTED TOGETHER TO ACHIEVE REQUIRED HEIGHT.

4. ALL HARDWARE FOR INSTALLATION SHALL BE PROVIDED BY CONTRACTOR. HARDWARE SHOULD BE GALVANIZED OR

ALUMINUM.

5. SIGNS SHOULD BE ATTACHED TO POSTS IN A MANNER THAT THE HARDWARE DOES NOT INTERFERE WITH LEGIBILITY

OF SIGN.

6. DISPOSE OF ANY EXISTING POST OFF PROJECT AS REQUIRED BY STATE AND LOCAL LAWS.

7. LOCATION OF SIGN CAN BE DETERMINED BY COR IN FIELD OR AS STAKED.

8. COMPLETE INSTALLATION GUIDELINES CAN BE FOUND IN THE FOREST SERVICE SIGN INSTALLATION GUIDE.

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