A3_Shawano PlansDrawings.pdf

PROJECT LOCATION

PROJECT SITE

VICINITY MAP:

SHEET OF1

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET

C-01 GENERAL NOTES AND QUANTITIES

C-02 DIVERSION CHANNEL

C-03 PLAN & ROAD PROFILE VIEW

C-04 CULVERT AND ROAD INSTALLATION

C-05 ROAD SECTIONS

C-06 ROAD SECTIONS

FROM THE LAKEWOOD-LAONA RANGER DISTRICT

OFFICE IN LAONA, WI, TRAVEL EAST ON US-8 E

TOWARD MILL ROAD FOR 0.2 MILES. TURN RIGHT

ONTO WI-32 S FOR 9.9 MILES. TURN LEFT ON ROGERS

ST (CTY HWY C) FOR 6.1 MILES. TURN RIGHT ONTO

FR 2349 (KNOWLES CREEK RD) FOR 2.8 MILES TO

REACH SHAWANO CK CROSSING AT FR 2349.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER DATE

DISTRICT RANGER

DATE

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SHAWANO CREEK AOP AT NFSR 2349

United States Department of Agriculture Forest Service

R9 - EASTERN REGION

CHEQUAMEGON - NICOLET NATIONAL FOREST

FOREST COUNTY

WISCONSIN

TYPICAL DETAIL

SILT FENCE

NOT TO SCALE

PLAN VIEW - FENCE TURNAROUND

NOT TO SCALE

SIDE VIEW

NOT TO SCALE

FILTER FABRIC

MATERIAL

USE STITCHED LOOPS

OVER 2"X2" POSTS

4+ IN

20+ IN.

SILT FENCE

30" (MIN.)

36" (MAX.)

POST (TYP.)

12" (MIN.)

18" (MAX.)

OPENING

20FT MIN.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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REGION 9

REGION NAME

SHAWANO CREEK

AOP AT NFSR 2349

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

GENERAL NOTES,

DESIGN DATA, AND

EST. OF QUANTITIES

05/20/2019

C.ESTER, G.ORUM

G.ORUM

X.XXX

C-01

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AutoCAD SHX Text General Notes: 1. CONSTRUCTION SPECIFICATIONS: Standard Specifications for Construction of Roads CONSTRUCTION SPECIFICATIONS: Standard Specifications for Construction of Roads : Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 U.S. Customary Units, and the Forest Service Supplemental Specifications, shall apply to this contract. 2. Minor amounts of clearing and grubbing are required for culvert replacement. Limbs, Minor amounts of clearing and grubbing are required for culvert replacement. Limbs, logs, & stumps may be scattered outside the clearing limits but not in wetlands/floodplain or outside of the road right of way unless agreed upon by CO, these areas shall be designated by the Forest Service. This work shall be considered incidental to Pay Item 20304-Removal. 3. Maintenance for traffic will be the responsibility of the Contractor. Road closures will Maintenance for traffic will be the responsibility of the Contractor. Road closures will be accompanied by road detours in accordance with the Manual of Uniform Traffic Control Devices (2003) guidelines. This work shall be considered to Pay Item 15101-Mobilization. 4. The Contractor is responsible for identifying, in advance, any utility conflicts, and The Contractor is responsible for identifying, in advance, any utility conflicts, and coordinating any necessary relocations. 5. Contractor shall not construct these projects during abnormally high flows. Contractor shall not construct these projects during abnormally high flows. 6. All in-stream work to be performed shall take place between May 15 and All in-stream work to be performed shall take place between May 15 and September 15. 7. The Contracting Officer shall be notified of any road closures one week prior. The Contracting Officer shall be notified of any road closures one week prior. 8. Contractor is responsible for properly disposing of old culverts off of Forest Service Contractor is responsible for properly disposing of old culverts off of Forest Service lands. 9. Culvert shall be installed in a "dry" environment. Culvert shall be installed in a "dry" environment. 10. Dewatering may be accomplished by utilizing pumping methods or by constructing a Dewatering may be accomplished by utilizing pumping methods or by constructing a lined diversion channel. 11. Top of coffer dams shall be set at an elevation of 997 feet or higher. Coffer dams Top of coffer dams shall be set at an elevation of 997 feet or higher. Coffer dams shall be constructed of non-erodable material. 12. No excavated materials shall be wasted outside of the clearing limits unless No excavated materials shall be wasted outside of the clearing limits unless Approved by the Contracting Officer. Excavated material shall not be stockpiled in the floodplain or wetlands. 13. All backfill material shall be a free-draining granular material conforming to FP-14 All backfill material shall be a free-draining granular material conforming to FP-14 Subsection 704.04. 14. Riprap shall be embedded into the embankment such that the final surface of Riprap shall be embedded into the embankment such that the final surface of riprap will be flush with surrounding embankment. 15. Seed mixture (WI DOT Mix #75): Big Bluestem, 10%; Sideoats Grama, 20%; Canada Seed mixture (WI DOT Mix #75): Big Bluestem, 10%; Sideoats Grama, 20%; Canada Wild Rye, 35%; Annual Rye, 10%; Little Bluestem, 10%; Indiangrass, 10%; Purple Prairie Clover, 4%; Black-eyed Susan, 1%: Seeding Rate: 30.49 lb. per acre. 16. All disturbed areas shall be seeded. Any disturbed areas not receiving erosion All disturbed areas shall be seeded. Any disturbed areas not receiving erosion control mat shall be mulched.

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17. Pay Item 62901, Erosion Control Mat shall be type "ENS2" or equivalent. Product Pay Item 62901, Erosion Control Mat shall be type "ENS2" or equivalent. Product must be double-netted and consist of 100% organic, biodegradable netting. 18. The proposed improvements covered by these plans are in accordance with The proposed improvements covered by these plans are in accordance with AASHTO: "Geometric Design of Very Low Volume Local Roads <400 ADT (2001)."

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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REGION 9

REGION NAME

SHAWANO CREEK

AOP AT NFSR 2349

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

DIVERSION CHANNEL

05/20/2019

C.ESTER, G.ORUM

G.ORUM

X.XXX

C-02

VARIABLE

DEPTH

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AutoCAD SHX Text NOTES: 1. WIDTH OF CHANNEL SHALL BE WIDE ENOUGH TO PREVENT WIDTH OF CHANNEL SHALL BE WIDE ENOUGH TO PREVENT FLOODING AND EROSION DURING PEAK WATER FLOWS. 2. PUMPING METHODS MAY BE USED IN LIEU OF DIVERSION PUMPING METHODS MAY BE USED IN LIEU OF DIVERSION CHANNEL. IF WATER FROM DIVERSION IS MAINTAINED IN A CLEAN STATE, IT MAY BE PUMPED DIRECTLY INTO DOWNSTREAM SIDE OF STREAM. 3. DEWATERING OF CONSTRUCTION WASTEWATER NEEDS TO BE DEWATERING OF CONSTRUCTION WASTEWATER NEEDS TO BE PUMPED TO A SETTLING BASIN OR TO AN UPLAND LOCATION TO INFILTRATE INTO THE GROUND. THIS WATER CANNOT BE DISCHARGED DIRECTLY TO WATERWAYS OR WETLANDS, AND SHALL COMPLY WITH DNR 1061 TECHNICAL STANDARDS. WATER MAY BE DISCHARGED INTO AN APPROVED FILTER BAG.

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2:1 SLOPE

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2:1 SLOPE

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FABRIC LINER

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SAND BAGS OR ROCKS TO HOLD FABRIC LINER IN PLACE

HIGH WATER SURFACE

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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REGION 9

REGION NAME

SHAWANO CREEK

AOP AT NFSR 2349

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

PLAN & ROAD

PROFILE VIEW

05/20/2019

C.ESTER, G.ORUM

G.ORUM

X.XXX

C-03

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AutoCAD SHX Text Survey Notes: 1. Coordinates refer to local arbitrary Coordinates refer to local arbitrary coordinates. 2. Contour interval = 1 feet. Contour interval = 1 feet. 3. Site survey was performed in May Site survey was performed in May 22, 2018 by TU survey team personnel: L. MacFarland, and G. Orum using a Total Station Setup. 4. Contractor required to verify utility Contractor required to verify utility locations prior to work.

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AutoCAD SHX Text Point Table Point # Description Northing Easting Elevation Description Northing Easting Elevation Northing Easting Elevation Easting Elevation Elevation 101 Birch Root 4952.915' 10000.813' 997.9' Birch Root 4952.915' 10000.813' 997.9' 4952.915' 10000.813' 997.9' 10000.813' 997.9' 997.9' 102 Ash Root 5089.712' 9990.066' 998.4' Ash Root 5089.712' 9990.066' 998.4' 5089.712' 9990.066' 998.4' 9990.066' 998.4' 998.4'

AutoCAD SHX Text Extends of river

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AutoCAD SHX Text %%ULegend

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EXISTING SHAWANO CK THALWEG ALIGNMENT

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EXISTING APPROXIMATE CHANNEL BANK

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FLOW

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SILT FENCE

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LIMITS OF DISTURBANCE, NO EARTHWORK ALLOWED BEYOND LIMITS

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EXISTING 59"X37" PIPE ARCH CULVERT TO BE REPLACED

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PT# 101

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NFSR 2349

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ROAD RIGHT OF WAY

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ROAD RIGHT OF WAY

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PT# 102

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EXISTING 59"X37" PIPE ARCH CULVERT TO BE REPLACED

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40.5-FT LONG ALUMINUM BOX CULVERT 10'-6" SPAN X 5'-7" RISE

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FLOW

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CONSTRUCT LEFT AND RIGHT BANK TO NARROW CHANNEL

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REALIGN UPSTREAM CHANNEL TO CREATE A SINGLE THREAD

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CLASS 4 RIPRAP UP TO ELEVATION 997-FT

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EXISTING CENTERLINE

FINAL CENTERLINE

TYPICAL SECTION

PROPOSED ROAD

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8.0'8.0'

TYPICAL SECTION

PROPOSED ROAD

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SUPPLEMENTAL PLATE

INVERT

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3N

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18N WIDE

X 0.100" THICK

CULVERT INSTALLATION

CL STA. 1+73

LOOKING DOWNSTREAM

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

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REGION 9

REGION NAME

SHAWANO CREEK

AOP AT NFSR 2349

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

CULVERT AND ROAD

INSTALLATION

05/20/2019

C.ESTER, G.ORUM

G.ORUM

X.XXX

C-04

CULVERT WIDTH 3-FT3-FT

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INVERT ELEVATION 992.5'

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CLASS 4 RIPRAP

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2:1 MAX

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2:1 MAX

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0.04 FT/FT

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0.04 FT/FT

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6-IN (COMPACTED DEPTH) CRUSHED GRAVEL SURFACE COURSE

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2:1 MAX

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EXISTING CHANNEL BOTTOM

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EXISTING ROAD CENTERLINE ELEVATION 1000.2'

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FLOW

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SURVEYED WATER SURFACE

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2-FT TOE WALL TO PREVENT SCOUR

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GEOGRID, 6-INCH LIFT SPACING

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NEW ROAD SURFACE ELEVATION

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INVERT EL=992.5'

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GEOGRID, 6-INCH LIFT SPACING

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CULVERT SHALL SUPPORT A MINIMUM OF 1.4-FT OF COVER AND MAXIMUM OF 5-FT OF COVER

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CLASS 2-C NON-WOVEN SEPARATION GEOTEXTILE EMBEDDED UNDER BOX 3-FT MINIMUM, TYP

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SUPPLEMENTAL PLATE 3N

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FINISHED ROAD CENTERLINE ELEVATION 1000.6'

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SURVEYED DEPTH OF REFUSAL

CLASS 2-C NON-WOVEN SEPARATION GEOTEXTILE

20.3, 992.5-20.2, 992.5

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DESIGNER

CHECKED

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DATE

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DWG SHEET NO.

OFSHEET

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REGION NAME

SHAWANO CREEK

AOP AT NFSR 2394

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

ROAD SECTIONS

05/20/2019

C.ESTER, G.ORUM

G.ORUM

X.XXX

C-05

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OFSHEET

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AOP AT NFSR 2349

CHEQUAMEGON-NICOLET

NATIONAL FOREST

LAKEWOOD-LAONA

RANGER DISTRICT

ROAD SECTIONS

05/20/2019

C.ESTER,G.ORUM

G.ORUM

X.XXX

C-06

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