Greenwood Area ERFO Repairs Drawings.pdf
PDF 4 MB Posted
- Attached to
- Shoe Lake & Greenwood Lake Road ERFO Repairs
- Solicitation number
- 12445525B0008
- Issued by
-
Department of Agriculture Forest Service
About this file
These are engineering and design drawings for the Greenwood Area Emergency Relief for Federally Owned Roads (ERFO) Road Repairs project in the Superior National Forest, Minnesota. The comprehensive set of 15 technical drawings details road repair and culvert replacement work on Forest Roads 309, 313, and 1388, covering approximately 16.7 miles of roadway. Key technical specifications include:
The project involves extensive road infrastructure improvements, including culvert replacements with polymer-coated steel pipes ranging from 21" to 72" diameter, road base and surfacing improvements, ditch cleaning and construction, and erosion control measures. The work will utilize two government gravel pits (Assinika and Portage Brook) for material extraction, with detailed specifications for aggregate gradation, bedding, and compaction. The project includes specific requirements for road maintenance, traffic control, equipment cleaning, and restoration of disturbed areas, with an emphasis on environmental protection and proper road reconstruction techniques in a forest setting.
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Other files
| File | Type | Posted |
|---|---|---|
| 12445525B0008 Abstract of Offers Greenwood.xlsx | XLSX spreadsheet | |
| 12445525B0008_Q_A.pdf | ||
| SOI_revised.pdf | ||
| GREENWOOD FSSS_revised.pdf | ||
| GREENWOOD Culvert Details.pdf | ||
| COOK_MN_DBA.pdf | ||
| GREENWOOD GRAVEL.pdf | ||
| Sol_12445525B0008.pdf | ||
| GREENWOOD SOI.pdf | ||
| GREENWOOD MASTER WORKLIST.pdf | ||
| GREENWOOD FSSS.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
GREENWOOD AREA ERFO ROAD REPAIRS
RECOMMENDED BY:
DISTRICT RANGER
FOREST ENGINEER DATE
DATE
4/7 /25
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MINNESOTA
COOK COUNTY
(R09) EASTERN REGION
SUPERIOR NATIONAL FOREST
GUNFLINT RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G01 COVERSHEET 4/7/2025
C01 GENERAL NOTES 4/7/2025
C02 QUANTITIES 4/7/2025
C03 PROJECT OVERVIEW MAP 4/7/2025
C04 PIT OPERATION AND MATERIAL GRADATIONS 4/7/2025
C05 FR 313 SURFACING AGGREGATE CROSS SECTIONS AND WORKLIST 4/7/2025
C06 FR 313 BASE IMPROVEMENT CROSS SECTIONS AND WORKLIST 4/7/2025
C07 CORRUGATED METAL PIPE DETAILS 4/7/2025
C08 CORRUGATED METAL PIPE ARCH DETAILS 4/7/2025
C09 RIPRAP OUTLET PROTECTION DETAIL 4/7/2025
C10 EROSION CONTROL BLANKET DETAILS 4/7/2025
C11 FR 313 CULVERT WORKLIST 4/7/2025
C12 DITCH TYPICALS 4/7/2025
C13 FR 313 DITCHING WORKLIST 4/7/2025
C14 FR 309 AND FR 1388 ROAD REPAIR WORKLIST 4/7/2025
FROM THE CITY OF GRAND MARAIS, HEAD NORTH ON THE GUNFLINT TRAIL. AFTER APPROXIMATELY 15
MILES, TURN RIGHT ONTO FR309 GREENWOOD LAKE ROAD. AFTER APPROXIMATELY 4 MILES, THE
PROJECT LOCATION WILL BE AT THE INTERSECTION OF FR 309 AND FR 313.
LATITUDE AND LONGITUDE OF FR 309 MP 0.00: 47.928247, -90.307775
FR 313 MP 0.00: 47.958623, -90.244144 FOREST SUPERVISOR
DATE
CC12 GUNFLINT TRAIL
FR 309 GREENWOOD LAKE ROAD
APPROX. 15 MILES FROM GRAND MARAIS
FR 313 SHOE LAKE ROAD
APPROX. 19 MILES FROM GRAND MARAIS
GUNFLINT RANGER DISTRICT
2020 WEST HWY 61
GRAND MARAIS, MN 55604
4/10/25
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
4/7 /25
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
GENERAL NOTES
3/5/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-01 002 015
GENERAL NOTES
1. SCOPE: THE WORK COVERED BY THESE PLANS INCLUDES TEMPORARY TRAFFIC CONTROL, REMOVAL AND REPLACEMENT OF CULVERT PIPES, PLACEMENT OF RIPRAP OUTLET PROTECTION, DITCH CLEANING, DITCH CONSTRUCTION, ROADWAY RESURFACING, ROAD BASE IMPROVEMENT, AND TURF ESTABLISHMENT. COMPLETION OF THIS WORK MAY ALSO REQUIRE, BUT IS NOT LIMITED TO, DEVELOPMENT OF A USFS GRAVEL PIT, AGGREGATE CRUSHING, MATERIAL SCREENING, MATERIAL TESTING, CULVERT SITE DEWATERING, AND OTHER INCIDENTAL ACTIVITIES.
2. SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS), WHICH ARE INCLUDED AS A CONTRACT DOCUMENT.
3. EARTH WORK: MATERIAL QUANTITIES ARE PROVIDED IN COMPACTED VOLUME. QUANTITIES ARE CALCULATED BY MULTIPLYING THE FINISHED CROSS SECTIONAL AREA BY ITS LENGTH. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE QUANTITY OF MATERIAL REQUIRED TO MEET THE DIMENSIONS SHOWN IN THE DRAWINGS.
4. 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.
5. 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 DRY INSTALLATION 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 SHOULD BE INCIDENTAL TO ITEM 20901.
6. 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.
POTENTIAL UTILITY WORK BEING CONDUCTED BY ARROWHEAD ELECTRIC FROM MP 7.3 TO MP 16.7 MAY IMPACT PROJECT WORK. THE CONTRACTOR IS RESPONSIBLE FOR WORKING WITH ARROWHEAD ELECTRIC AND ANY OTHER 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.
7. 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.
8. DISPOSAL: UNLESS OTHERWISE NOTED, ALL MATERIALS DESIGNATED FOR REMOVAL BECOME PROPERTY OF THE CONTRACTOR AND ARE TO BE DISPOSED OF LEGALLY OFF-SITE.
9. 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.
10. GOVERNMENT MATERIAL SOURCES: TWO GOVERNMENT SOURCES WILL BE MADE AVAILABLE FOR MATERIAL EXTRACTION AND CRUSHING. THESE SOURCES INCLUDE ASSINIKA GRAVEL PIT AND PORTAGE BROOK GRAVEL PIT. 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.
11. TRAFFIC CONTROL: FOREST ROADS 309, 313, AND 1388 SHALL REMAIN OPEN TO TRAFFIC DURING CONSTRUCTION WITH INTERMITTENT CLOSURES FOR CULVERT REPLACEMENTS. SEE FSSS SECTION 156 FOR DETAILS ON ACCEPTABLE CLOSURE DURATIONS. TEMPORARY TRAFFIC CONTROL SIGNAGE SHALL MEET MUTCD REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE COR 10 DAYS PRIOR TO ANY ACTIVITY THAT WILL IMPACT TRAFFIC TO ALLOW THE FS TO NOTIFY RESIDENTS AND LANDOWNERS.
12. EQUIPMENT STORAGE: STORAGE OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT A LOCATION APPROVED BY THE COR.
13. EQUIPMENT CLEANING: ALL EQUIPMENT SHALL BE CLEANED ACCORDING TO FP-14 SECTION 107.10C PRIOR TO USE ON THIS PROJECT.
14. 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.
15. HAUL ROADS: ALL HAUL ROADS USED SHALL BE MAINTAINED BY THE CONTRACTOR AS NEEDED AND DIRECTED BY THE COR.
16. 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.
17. 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.
18. 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.
19. PRE-WORK MEETING: THE CONTRACTOR AND COR SHALL MEET A MINIMUM OF 14 DAYS AFTER CONTRACT AWARD TO DISCUSS SUBMITTALS AND PROJECT WORK.
TRAFFIC CONTROL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL RELATED TO THE CONSTRUCTION OF THE PROJECT. ALL TRAFFIC
CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND FSSS 156.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION AND PLACEMENT OF ALL THE REQUIRED SIGNING AS OUTLINED IN THE
MUTCD. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL SUCH OTHER TRAFFIC CONTROL DEVICES WHICH WILL ADEQUATELY
WARN AND ALERT DRIVERS OF CONSTRUCTION HAZARDS.
3. IN ADDITION TO THE INDICATED WARNING SIGNS AND BARRICADES, TYPE 3 BARRICADES WITH FLASHING LIGHTS SHALL BE PLACED
NEAR EACH PARTICULAR HAZARD AREA WHEN NECESSARY OR AS DIRECTED BY THE COR IN ACCORDANCE WITH THE LATEST EDITION
OF THE MUTCD.
4. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE COR A MINIMUM OF 14 DAYS BEFORE
BEGINNING WORK ON FS ROADS. THIS MAY BE ADDRESSED DURING THE PRE-WORK MEETING AND APPROVED IN THE FORM OF A
SIGNED, WRITTEN SUMMARY OF DISCUSSION.
DESIGN CRITERIA:
MAINTENANCE LEVEL: FR 313 = 4, FR 309 = 3, FR 1388 =3
AVERAGE DAILY TRAFFIC (ADT) < 100
DESIGN LOADING = HL-93 WITH MODIFICATION FOR HAULING
FOREST PRODUCTS WITH A SPECIAL PERMIT (MN 169.8261)
AND GROSS WEIGHT SEASONAL INCREASES (MN 169.826)
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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
4/7 /25
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
QUANTITIES
3/5/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-02 003 015
Item No. Description Unit Qty.
15101 Mobilization Lump Sum 1
15201 Construction Survey and Staking, Tolerance A Lump Sum 1
15401 Contractor Testing Lump Sum 1
20301 Removal of Existing Culverts, disposal method A Lump Sum 1
20701 Geotextile Fabric, Class 2, Type B Square Yard 800
20901 Dewatering Lump Sum 1
20906 Bedding Aggregate, 3/4" Clean Crushed Rock Cubic Yard 45
25101 Placed Riprap, Class I. Non-angular pit rock is approved for use Cubic Yard 11
30101 Road Base Improvement, grading C, compaction method A Cubic Yard 5810
30102 Stockpiled Surfacing Aggregate, compaction method A, from Assinika Stockpile Cubic Yard 3000
30201a Crushed Surfacing Aggregate, grading G, compaction method A Cubic Yard 27769
30301 Road Reconditioning, Ditch Cleaning Linear Foot 9775
30302 Road Reconditioning, Ditch Construction Linear Foot 4255
60201 21” diameter pipe culvert, polymer-coated steel, 14 ga Linear Foot 346
60202 24” diameter pipe culvert, polymer-coated steel, 14 ga Linear Foot 200
60203 30” diameter pipe culvert, polymer-coated steel, 14 ga Linear Foot 58
60204 42” diameter pipe culvert, polymer-coated steel, 14 ga Linear Foot 70
60205 72” diameter pipe culvert, polymer-coated steel, 12 ga, 5" x 1" Corrugations Linear Foot 76
60206 28" span, 20" rise pipe culvert, polymer-coated steel, 14 ga Linear Foot 34
60207 35" span, 24" rise pipe culvert, polymer-coated steel, 12 ga Linear Foot 150
60208 42" span, 29" rise pipe culvert, polymer-coated steel, 12 ga Linear Foot 128
60209 49" span, 33" rise pipe culvert, polymer-coated steel, 12 ga Linear Foot 254
60210 57" span, 38" rise pipe culvert, polymer-coated steel, 12 ga Linear Foot 56
60211 64" span, 43" rise pipe culvert, polymer-coated steel, 12 ga Linear Foot 46
62501 Turf Establishment, Seed Mix FSSS 625.07 Lump Sum 1
62901 Erosion Control Blanket Installation, Type 2.D
Biodegradable Lump Sum 1
63501 Temporary Traffic Control Lump Sum 1
Item No. Description Unit Qty.
30201b Crushed Surfacing Aggregate, grading G, compaction method A Cubic Yard 200
BASE ITEMS
OPTION ITEMS
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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
4/7 /25
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R09
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
PROJECT OVERVIEW
MAP
3/4/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-03
004 015FR 309 GREENWOOD LAKE ROAD MP 0.0
FR 309 GREENWOOD LAKE ROAD MP 4.0
FR 313 SHOE LAKE ROAD MP 0.0
FR 309 GREENWOOD LAKE ROAD MP 8.2
FR 1388 GREENWOOD LAKE ACCESS MP 0.0
FR 313 SHOE LAKE ROAD MP 16.7
END OF ROADWAY
FR 313 SHOE LAKE ROAD MP 16.4
PORTAGE BROOK PIT ACCESS
FR 309 GREENWOOD LAKE ROAD MP 4.3
ASSINIKA PIT ACCESS
FR 309 GREENWOOD LAKE ROAD MP 5.936
CULVERT REPLACEMENT AND SUFRACING
PORTAGE BROOK GRAVEL PIT
47.996240, -90.038075
ASSINIKA GRAVEL PIT
47.963396, -90.238804
NOTE: "MP" REFERS TO THE MILEPOST, OR DISTANCE FROM THE BEGINNING POINT OF THE ROADWAY.
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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
4/7 /25
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(RO9)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
PIT OPERATION AND
MATERIAL GRADATIONS
3/5/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-04 005 015
GRAVEL PIT OPERATION PLAN REQUIREMENTS
TWO GOVERNMENT SOURCES ARE AVAILABLE FOR THIS PROJECT AS SPECIFIED IN FSSS SECTION 105. THE AVAILABLE SOURCES ARE ASSINIKA AND PORTAGE BROOK GRAVEL PITS. 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 AN ABSOLUTE MINIMUM OF 30 DAYS PRIOR TO THE DESIRED DATE OF OPERATION IN THE PITS. OPERATION PLANS ARE NOT REQUIRED UNTIL AFTER THE PROJECT IS AWARDED.
A PIT OPERATING PLAN OUTLINE IS INCLUDED AS A CONTRACT DOCUMENT. AT A MINIMUM, 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).
NOTE: MnDOT CLASS 5 (3138.2) MEETS THE REQUIREMENTS OF 704.01.
SURFACING AGGREGATE IS AN ACCEPTABLE ALTERNATIVE TO 704.01
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10' LANE 10' LANE
FR 313 CENTERLINE
2H:1V MAX SLOPE
SHOULDER
SHAPE ROAD BED TO 2%
CROWN PRIOR TO SURFACING
PLACEMENT
4" AGGREGATE SURFACING LIFT
CROSS SECTION
EXISTING EMBANKMENT AND/OR IMPROVED BASE
EROSION MATTING
& SEEDING ON
DISTURBED
SLOPES
RESTORED ROAD BED WIDTH VARIES
EROSION MATTING
& SEEDING ON
DISTURBED
SLOPES
2%
2%
4" AGGREGATE SURFACE COURSE
MP 10.22 TO MP 15.73
10' LANE10' LANE
6" AGGREGATE SURFACE COURSE
SHAPE ROAD BED TO 2% CROWN
PRIOR TO SURFACING
PLACEMENT
2H:1V MAX
SHOULDER SLOPE
FR 313 CENTERLINE
RESTORED ROAD BED WIDTH VARIES
EROSION MATTING
& SEEDING ON
DISTURBED
SLOPES
EROSION MATTING
& SEEDING ON
DISTURBED
SLOPES
EXISTING EMBANKMENT AND/OR IMPROVED BASE
6" AGGREGATE SURFACING LIFT
CROSS SECTION
2%
2%
MP 0 TO MP 10.22 AND MP 15.73 TO MP 16.7
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
4/7 /25
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
FR 313 SURFACING
AGGREGATE CROSS
SECTIONS AND
WORKLIST
4/7/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-05 006 015
NOTE:
1. RESTORE ROAD BED TO A WIDTH ADEQUATE TO ACHIEVE
SURFACING THICKNESS SPECIFIED IN THE WORKLIST, AND
GEOMETRY SPECIFIED IN DRAWINGS.
2. SHAPE ROAD BED TO 2% CROWN FROM CENTERLINE PRIOR TO
SURFACING PLACEMENT TO ENSURE POSITIVE DRAINAGE.
3. HAUL, SPREAD, AND COMPACT THE SPECIFIED THICKNESS OF
SURFACING AGGREGATE ATOP THE PREPARED ROAD BED IN
ACCORDANCE WITH SECTION 301.
4. THE WIDTH OF THE ROAD BED VARIES. PROVIDE A SURFACING
TOP WIDTH EQUAL TO 20 FT FROM EDGE TO EDGE AND 10 FT
FROM CENTERLINE TO EDGE.
NOTE: MnDOT CLASS 1 SURFACING (3138.2) IS
AN ACCEPTABLE ALTERNATIVE TO FSSS 703-3 G
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EROSION MATTING
& SEEDING ON
DISTURBED
SLOPES
EROSION MATTING
& SEEDING ON
DISTURBED
SLOPES
22' BASE COURSE TOP WIDTH
RESTORED EMBANKMENT WIDTH VARIES
FR 313 CENTERLINE
6" BASE COURSE LIFT
EXISTING EMBANKMENT
SHAPE EMBANKMENT TO 2%
CROWN PRIOR TO BASE
COURSE PLACEMENT
AGGREGATE SURFACE COURSE WITH 6" BASE IMPROVEMENT
CROSS SECTION
2H:1V MAX SLOPE
SHOULDER
AGGREGATE
SURFACE
COURSE
2% 2%
EROSION MATTING
& SEEDING ON
DISTURBED
SLOPES
EROSION MATTING
& SEEDING ON
DISTURBED
SLOPES
22' BASE COURSE TOP WIDTH
RESTORED EMBANKMENT BED WIDTH VARIES
FR 313 CENTERLINE
4" BASE COURSE LIFT
EXISTING EMBANKMENT
SHAPE EMBANKMENT TO 2%
CROWN PRIOR TO BASE
COURSE PLACEMENT
AGGREGATE SURFACE COURSE WITH 4" BASE IMPROVEMENT
CROSS SECTION
2H:1V MAX SLOPE
SHOULDER
AGGREGATE
SURFACE
COURSE
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
4/7 /25
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
FR 313 BASE
IMPROVEMENT CROSS
SECTIONS AND
WORKLIST
4/7/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-06 007 015
NOTE:
1. RESTORE EXISTING EMBANKMENT TO A WIDTH ADEQUATE
TO ACHIEVE BASE COURSE THICKNESS SPECIFIED IN THE
WORKLIST, AND GEOMETRY SPECIFIED IN DRAWINGS.
2. SHAPE ROAD BED TO 2% CROWN FROM CENTERLINE
PRIOR TO SURFACING PLACEMENT TO ENSURE POSITIVE
DRAINAGE.
3. HAUL, SPREAD, AND COMPACT THE SPECIFIED THICKNESS
OF BASE COURSE AGGREGATE IN ACCORDANCE WITH
SECTION 301.
4. THE WIDTH OF THE EXISTING ROAD BED VARIES. PROVIDE
A BASE COURSE TOP WIDTH EQUAL TO 22 FT FROM EDGE
TO EDGE AND 11 FT FROM CENTERLINE TO EDGE.
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EXCAVATION EXTENTS
1H:1V MAX. SLOPE
TO COMPLY WITH OSHA
REGULATIONS
2'2'
6" COMPACTED
FOUNDATION FILL
REQUIRED FOR ALL
INSTALLATIONS UNLESS
OTHERWISE SPECIFIED.
SURFACING AGGREGATE IS
ACCEPTABLE
HAUNCH
AREA
AGGREGATE SURFACING
DOUTSIDE
D INSID
E
2' MINIMUM COVER ABOVE PIPE UNLESS OTHERWISE SPECIFIED
TYPICAL CORRUGATED METAL PIPE
CROSS SECTION
CULVERT INVERT
BACKFILL
MATERIAL 704.04
COMPACTION 209.10
EMBANKMENT MATERIAL
704.07
SCREENED EXCAVATION
ACCEPTABLE
BACKFILL LINE: MINIMUM 1 FT ABOVE CULVERT CROWN
EXCAVATION EXTENTS
1H:1V MAX. SLOPE
TO COMPLY WITH OSHA
REGULATIONS
2'2'
UNCOMPACTED AGGREGATE BEDDING
THICKNESS AS SPECIFIED IN WORKLIST
HAUNCH
AREA
AGGREGATE SURFACING
DOUTSIDE
D INSID
E
2' MINIMUM COVER ABOVE PIPE UNLESS OTHERWISE SPECIFIED
BACKFILL
MATERIAL 704.04
COMPACTION 209.10
TYPICAL CORRUGATED METAL PIPE WITH UNCOMPACTED BEDDING
CROSS SECTION
6" COMPACTED FOUNDATION FILL
REQUIRED FOR ALL INSTALLATIONS UNLESS OTHERWISE SPECIFIED.
SURFACING AGGREGATE IS ACCEPTABLE
CULVERT INVERT
BACKFILL LINE: MINIMUM 1 FT ABOVE CULVERT CROWN
EMBANKMENT MATERIAL
704.07
SCREENED EXCAVATION
ACCEPTABLE
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
4/7 /25
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
CORRUGATED METAL
PIPE DETAILS
4/7/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-07 008 015
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2' MINIMUM COVER ABOVE PIPE UNLESS OTHERWISE SPECIFIED
AGGREGATE SURFACING
EXCAVATION EXTENTS
1H:1V MAX. SLOPE
TO COMPLY WITH OSHA
REGULATIONS
2' 2'SOUTSIDE
RISE
SINSIDE
TYPICAL CORRUGATED METAL PIPE ARCH
CROSS SECTION
HAUNCH
AREA
CULVERT INVERT
6" COMPACTED FOUNDATION FILL
REQUIRED FOR ALL INSTALLATIONS
UNLESS OTHERWISE SPECIFIED.
SURFACING AGGREGATE IS
ACCEPTABLE
BACKFILL
MATERIAL 704.04
COMPACTION 209.10
EMBANKMENT MATERIAL
704.07
SCREENED EXCAVATION
ACCEPTABLE
BACKFILL LINE: MINIMUM 1 FT ABOVE CULVERT CROWN
2' MINIMUM COVER ABOVE PIPE UNLESS OTHERWISE SPECIFIED
UNCOMPACTED AGGREGATE BEDDING
THICKNESS AS SPECIFIED IN WORKLIST
AGGREGATE SURFACING
EXCAVATION EXTENTS
1H:1V MAX. SLOPE
TO COMPLY WITH OSHA
REGULATIONS
2' 2'SOUTSIDE
RISE
SINSIDE
TYPICAL CORRUGATED METAL PIPE ARCH WITH UNCOMPACTED BEDDING
CROSS SECTION
HAUNCH
AREA
6" COMPACTED FOUNDATION FILL
REQUIRED FOR ALL INSTALLATIONS
UNLESS OTHERWISE SPECIFIED.
SURFACING AGGREGATE IS
ACCEPTABLE
CULVERT INVERT
BACKFILL
MATERIAL 704.04
COMPACTION 209.10
EMBANKMENT MATERIAL
704.07
SCREENED EXCAVATION
ACCEPTABLE
BACKFILL LINE: MINIMUM 1 FT ABOVE CULVERT CROWN
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
4/7 /25
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
CORRUGATED METAL
PIPE ARCH DETAILS
4/7/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-08 009 015
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ELEVATION VIEW
D
3 X D
D/2
1H:1V
MAX.
CULVERT OUTLET
EXISTING GROUND
RIPRAP
SLOPE PROTECTION
6" MIN. THICKNESS
EMBANKMENT
SECTION VIEW A-A
D
M
I N
1H:1V MAX.
D
EXISTING GROUND
RIP RAP
SLOPE PROTECTION
PLAN VIEW
3 X D
CULVERT OUTLET
A
A
RIPRAP
D
SLOPE PROTECTION
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
4/7 /25
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MP
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
RIPRAP OUTLET
PROTECTION DETAIL
2/19/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-09 010 015
RIPRAP OUTLET PROTECTION NOTES:
1. WHEN QUANTITY REQUIRED TO MATCH DRAWINGS EXCEEDS
CONTRACT QUANTITY, USE CONTRACT QUANTITY.
2. RIPRAP OUTLET PROTECTION SHALL BE CONSTRUCTED
ACCORDING TO SECTION 157.08.
RIPRAP OUTLET PROTECTION SCHEDULE
FR 313 CULVERT MP
QUANTITY (CYD)
5.720 5
7.605 2
10.440 2
16.562 2
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DISTURBANCE EXTENTS
DIMENSIONS VARY
INSTALL CULVERT
ROAD CENTERLINE
EDGE OF ROAD
TOE OF ROAD SLOPE
FLOW
INSTALL TYPE 2.D BIODEGRADABLE
ROLLED EROSION CONTROL BLANKET
ATOP DISTURBED GROUND IN
ACCORDANCE WITH SECTION 629
STAPLED AT MAXIMUM 1' INTERVALS
SEED DISTURBED GROUND IN ACCORDANCE WITH
FSSS 625 PRIOR TO PLACING BLANKET
STREAM BANK
STREAM BANK
TRENCH IN LEADING EDGE OF BLANKET
SEE DETAIL
CULVERT CROWN
NATIVE GROUND
NATIVE GROUND
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
4/7 /25
:2
1 H
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CA
MP
BE
LL
C
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\H
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MP
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.D
W G;
(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
EROSION CONTROL
BLANKET DETAILS
3/19/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-10 011 015
EROSION CONTROL NOTES:
1. ALL GROUND DISTURBED DURING PROJECT SHALL BE SEEDED.
TEMPORARY ROLLED EROSION CONTROL PRODUCT (RECP) SHALL
BE USED AT CULVERT LOCATIONS AS SHOWN IN THE CULVERT
WORKLIST.
2. RECP SHALL CONFORM TO FP-14 SECTION 713.17(h) TYPE 2.D, BE
MADE OF NATURAL FIBERS, AND BE WEED-FREE.
3. BEGIN INSTALLATION ON DOWNSTREAM END AND INSTALL
WORKING UPSTREAM. UPSTREAM BLANKET SHALL OVERLAP
DOWNSTREAM BLANKET WITH 6" MINIMUM OVERLAP, AND STAPLE
BOTH TOGETHER.
EROSION CONTROL BLANKET AT CULVERT INSTALLATION
PLAN VIEW
EROSION CONTROL BLANKET OVERLAP AND TRENCH DETAIL
ISOMETRIC VIEW
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4" TOPSOIL & SEED UNDER BLANKET
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TYPICAL STAPLES NO. 11 GAUGE WIRE11 GAUGE WIRE
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STAPLE 12" ON CENTER
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6" OVERLAP (MIN.)
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STAPLE 12" ON CENTER
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4" OVERLAP (MIN.)
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STAPLE 12" ON CENTER
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TAMP AND FILL TRENCH WITH SOIL
TOP OF SLOPE EDGE OF ROADWAY
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
4/7 /25
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
FR 313 CULVERT
WORKLIST
3/5/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-11 012 015
MP
Diameter, Span x Rise (inches)
Length
(ft) Gage Corrugation
Type Culvert Bedding Bedding Quantity (CY)
Geotextile Quantity (SY)
Approx. Erosion Control Blanket
(SY)
Class 1 Rip Rap Outlet Protection (CY)
Ditching at Culvert (LF)
Dry Installation Required?
Remarks
0.577 49" x 33" 38 12 4" lift of 3/4" minus 2 55 Yes Set invert below stream bed. Wrap entire bedding section in geotextile.
1.39 42" x 29" 44 12 4" lift of 3/4" minus 2 55 Yes Set invert 4" below stream bottom. Wrap entire bedding section in geotextile.
3.291 21 32 14
4.114 49" x 33" 42 12 4" lift of 3/4" minus 2 60 Yes See detail. Wrap entire bedding section in geotextile.
4.195 42" x 29" 42 12 4" lift of 3/4" minus 2 52 Yes Set inverts 6" below stream bed. Wrap entire bedding section in geotextile.
5.72 49" x 33" 70 12 4" lift of 3/4" minus 4 180 5 Yes See detail. Place 5 cy class 1 rip rap at outlet
6.29 24 52 14 100
6.558 24 44 14
6.823 24 48 14
7.605 24 56 14 150 2 10 Remove skew. Maintain inlet location. Clean inlet basin. Set inverts at toe of slope. Place 2 cy class 1 rip rap at outlet.
7.942 49" x 33" 52 12 4" lift of 3/4" minus 3 75 100 30 Install new pipe while old pipe in place.
See detail. Remove skew. Ditch inlet to force flow into pipe. Taper slopes to fit pipe.
Wrap entire bedding section in geotextile.
8.343 30 58 14 150 150 Improve ditching from inlet basin to 150' WSW.
8.816 42" x 29" 42 12 4" lift of 3/4" minus 2 Rocky subgrade. Set inverts 6" below stream bed if possible.
10.171 42 70 12 4" lift of 3/4" minus 3 87 180 Yes See detail. Taper slopes to fit. Wrap entire bedding section in geotextile.
10.44 57" x 38" 56 12 4" lift of 3/4" minus 3 93 150 2 Yes See detail. May need to taper slopes to fit. Rocky subgrade. Wrap entire bedding section in geotextile. Place 2 cy class 1 rip rap at outlet
10.993 35" x 24" 66 12 4" lift of 3/4" minus 2 69 180 Set invert below stream bed.
11.295 35" x 24" 44 12 4" lift of 3/4" minus 2 46 Set invert below stream bed.
11.866 21 48 14
13.793 72 76 12 5 x 1 6" lift of 3/4" minus 8 160 180 130 Yes See detail. Wrap entire bedding section in geotextile. Ditch between new pipe and 48"
CMP.
14.129 21 42 14 20 Clean inlet and outlet ditches.
15.226 35" x 24" 40 12 4" lift of 3/4" minus 1 42 Set inverts deeper and extend both ends through toe of slope.
16.051 28" x 20" 34 14
16.146 21 44 14 Set deeper.
16.305 21 48 14 Set deeper.
16.36 21 46 14 Install new ditch relief cross drain. Construct ditch block. Can move to fit.
16.395 21 44 14
16.407 64" x 43" 46 12 6" lift of 3/4" minus 5 200 Yes See detail. Clean inlet ditch to direct excess flow downhill.
16.514 21 42 14 300 Clean inlet and outlet ditches.
16.562 49" x 33" 52 12 4" lift of 3/4" minus 3 100 2 Yes See detail. Place 2 cy class I rip rap at outlet.
CULVERT NOTES:
1. UNLESS OTHERWISE SPECIFIED, CULVERT CORRUGATION TYPE SHALL BE 2
" X
2. CULVERT BANDING IS NOT ALLOWED FOR PIPES UNDER 50 FT IN LENGTH. CULVERTS LESS THAN 50 FT SHALL BE ONE PIECE.
3. WHERE ALLOWED, CONNECTING BANDS SHALL BE 24" WIDE. CULVERTS WITH RIVETED CONNECTIONS SHALL NOT BE USED.
4. EXCAVATE AND CONSTRUCT ALL TRENCHES AND SLOPES PER OSHA REQUIREMENTS.
5. ALL REQUIREMENTS NOT SPECIFICALLY LISTED AS PAY ITEMS SHALL BE INCIDENTAL TO ITEMS 60201 THROUGH 60211.
6. ALLOWABLE ROAD CLOSURE DURATION FOR CULVERT INSTALLATION VARIES, AND IS SPECIFIED IN FSSS SECTION 156.
7. REMOVED CULVERTS MAY REMAIN ON FOREST SERVICE PROPERTY FOR NO MORE THAN TEN DAYS BEFORE BEING DISPOSED OF LEGALLY OFF THE PROJECT IN ACCORDANCE WITH FSSS SECTION 203..
CULVERT CONSTRUCTION SEQUENCE:
1. EXCAVATE TO 6" BELOW THE INVERT ELEVATION OF THE NEW PIPE. FOR INSTALLATIONS WITH
" MINUS BEDDING, OVER-EXCAVATE BY THE SPECIFIED THICKNESS OF THE BEDDING SECTION.
2. PLACE AND COMPACT 6" OF FOUNDATION MATERIAL (SURFACING AGGREGATE IS ACCEPTABLE) TO THE PROPOSED INVERT GRADE. FOR INSTALLATIONS WITH BEDDING, PLACE AND COMPACT FOUNDATION MATERIAL, THEN PLACE, WITHOUT COMPACTING, " BEDDING SECTION OF SPECIFIED THICKNESS.
3. FURNISH AND INSTALL PIPE TO GRADE.
4. AFTER PLACEMENT OF THE PIPE, PLACE ADDITIONAL BEDDING AND COMPACT THE FULL LENGTH OF BOTH SIDES OF THE PIPE UNDERNEATH THE HAUNCH AREA BY FIRST SHOVEL SLICING (MANUALLY SHOVE THE BLADE END OF A
SHOVEL AT AN ANGLE DOWN THE ENTIRE LENGTH OF THE HAUNCH UNDER THE PIPE). THEN COMPACT THE HAUNCH AT AN AGLE USING A POWERED MECHANICAL OR PNEUMATIC DEVICE (I.E. POLE TAMPER, JUMPING JACK, OR
SIMILAR). COMPACT IN ACCORDANCE WITH FSSS 209.10 METHOD 2.
5. COMPACT THE REMAINING MATERIAL OUTSIDE THE HAUNCH AREA TO THE REQUIREMENTS OF FSSS 209.10 METHOD 2.
6. PLACE AND COMPACT BACKFILL EVENLY AND SIMULTANEOUSLY IN 6" LIFTS ON EACH SIDE OF THE PIPE TO 12" ABOVE THE TOP WHEN COMPACTED IN ACCORDANCE WITH SECTION 209.
7. FILL THE REMAINDER OF THE TRENCH WITH SUITABLE EMBANKMENT MATERIAL IN ACCORDANCE WITH FSSS 204.
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2.00'
TOP
WIDTH
1' MINIMUM DEPTH
ROADWAY SUBGRADE
TYPICAL U-DITCH SECTION
NOTE: ACTUAL DIMENSIONS MAY VARY BASED ON SITE CONDITIONS
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ORIGINAL GROUND
AGGREGATE BASE COURSE
AGGREGATE SURFACE COURSE
ROADWAY EMBANKMENT
1.0% TO 3.0% LONGITUDINAL SLOPE
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
4/7 /25
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
DITCH TYPICALS
2/18/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-12 013 015
DITCHING NOTES:
- DITCH LOCATIONS AND QUANTITIES ARE APPROXIMATE AND WILL BE STAKED BY THE FOREST SERVICE PRIOR TO DITCH WORK.
- DITCH CLEANING IS REMOVING AND DISPOSING OF VEGETATION, DEBRIS, AND SLOUGH MATERIAL TO RESTORE DITCH TO ITS ORIGINAL, FREE-DRAINING GEOMETRY.
- DITCH CONSTRUCTION IS EXCAVATION OF A NEW, FREE-DRAINING CHANNEL IN A LOCATION WHERE A DITCH DOESN'T ALREADY EXIST.
- THE CONTRACTOR SHALL NOTIFY THE COR WHEN DITCH CONSTRUCTION IS REQUIRED IN AREAS WHERE DITCH CLEANING IS SPECIFIED PRIOR TO
WORK TO DETERMINE PAYMENT.
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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
4/7 /25
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1 H
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MP
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.D
W G;
(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
FR 313 DITCHING
WORKLIST
4/7/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-13 014 015
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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
4/7 /25
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CA
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.D
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(R09)
EASTERN REGION
GREENWOOD
AREA ERFO
ROAD REPAIRS
SUPERIOR NATIONAL
FOREST
GUNFLINT RANGER DISTRICT
FR 309 AND FR 1388
ROAD REPAIR WORKLIST
3/3/2025
H.CAMPBELL
H.CAMPBELL
P.LINDGREN
C-14 015 015
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| Sheets and Views |
| GREENWOOD AREA ERFO DRAWINGS-COVERSHEET |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-GENERAL NOTES |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-QUANTITIES |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-PROJECT MAP |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-PIT OPERATION AND MATERIALS |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-313 SURFACING |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-313 BASE |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-CMP DETAILS |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-CMPA DETAILS |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-RIPRAP OUTLET PROTECTION |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-EROSION SEEDING |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-313 Culvert Worklist |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-DITCH TYPICALS |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-313 DITCHING WORKLIST |
| OLE1 |
| GREENWOOD AREA ERFO DRAWINGS-FR 309 and FR 1388 |
| OLE1 |
| PROJECT BMP: | |
| ENDING MP: | |
| LENGTH FT: | |
| LOCATION: | |
| INLET RIGHT RIGHT INLET BOTH BOTH INLET INLET LEFT BOTH INLET RIGHT LEFT BOTH LEFT BOTH BOTH RIGHT BOTH BOTH LEFT BOTH BOTH BOTH LEFT LEFT LEFT RIGHT BOTH INLET BOTH BOTH BOTH BOTH LEFT BOTH LEFT LEFT BOTH: | |
| TYPE: | |
| COMMENTS: | |
| STAMPS LOGOS AND SEALS: | |
| undefined: | |
| undefined_2: | |
| undefined_3: | |
| undefined_4: | |
| DRAWING TITLE FR 313 DITCHING WORKLIST: | |
| DATE IARCH IVE NO 472025: | |
| PROJECT NO: | |
| ENDING BMP5936: | |
| DITCHING LFSurfacing: | |
| For Bedding and Cover over culvert: | |
| ENDING BMP5936_2: | |
| DITCHING LFReplace Culvert: | |
| soReplace Culvert: | |
| FR 309Row1: | |
| 5936Row1: | |
| ENDING BMPRow3: | |
| Replace CulvertRow1: | |
| DITCHING LFRow3: | |
| soRow2: | |
| Replace culvert with 36x48 verify size with FS prior to order poly coated cmp exact location will be stakedRow1: | |
| ENDING BMP02: | |
| DITCHING LFSurfacing_2: | |
| ENDING BMP02_2: | |
| 100200: | |
| Haul and Spread crushed aggregate as staked200: | |
| 5936: | |
| Surfacing: | |
| FR 309Row1_2: | |
| 5936Row1_2: | |
| OPTIONAL BID ITEMSRow2: | |
| SurfacingRow1: | |
| OPTIONAL BID ITEMSRow2_2: | |
| 100Row1: | |
| Haul and Spread as stakedRow1: | |
| 02: | |
| Surfacing_2: | |
| Haul and Spread as staked: | |
| STAMPS LOGOS AND SEALS_2: | |
| undefined_5: | |
| undefined_6: | |
| undefined_7: | |
| undefined_8: | |
| DRAWING TITLE FR 309 AND FR 1388 ROAD REPAIR WORKLIST: | |
| DATE IARCH IVE NO 332025: | |
| PROJECT NO_2: | |
| Signature4_es_:signer:signature: | |
| Signature5_es_:signer:signature: | |
| Signature6_es_:signer:signature: | |
| 2025-04-10T16:06:32-0500 | |
| BRIANA PATTON |
| 2025-04-14T11:54:52-0500 | |
| KYLE STOVER |
| 2025-04-14T12:38:04-0500 | |
| THOMAS HALL |
File details come from the government source that posted it. Updated .