Attachment_B_-_Chippewa_Campground_Plans.pdf

M a x

M a x

1.0'1.0' Varies* (6'-9') Varies* (6'-9')

CHIPPEWA CAMPGROUND

PROPOSED CULVERT TYPICAL SECTION

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0.02 ft./ft.

Place inverts on or below natural stream bed or flowline

Min. 0.5' of Bedding Material FP-14

Subsection 704.02

0.02 ft./ft.

SCALE: NTS

Pay Limits of Full Depth Reclamation, Method 2 (see log plan for location)

Roadway Aggregate, Shoulder Finishing

Asphaltic Surface, Wisconsin DOT Asphaltic Surface, Wisconsin DOT

Culvert Backfill, FP-14

Subsection 209.09B

GENERAL NOTES

1. STANDARD SPECIFICATION FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 U.S. CUSTOMARY

UNITS, SHALL APPLY TO THIS CONTRACT.

2. PLACE CULVERT IN ALIGNMENT WITH THE NATURAL DRAINAGE CHANNEL. WHERE NO CHANNEL IS APPARENT INSTALL CULVERTS AT

SKEWS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE CONTRACTING OFFICER (C.O.)

3. MINIMUM COVER OVER CROSS CULVERTS UNLESS OTHERWISE SHOWN ON THE DRAWINGS IS 12 INCHES. COVER OVER CAMPSITE

APPROACH CULVERTS WILL VERY.

4. CULVERT PIPE BEDDING SHALL BE INCLUDED IN PAY ITEMS 60201 AND 60202.

5. MINOR INLET AND OUTLET DITCH CONSTRUCTION COSTS ARE INCLUDED IN ITEMS 60201 AND 60202.

6. REMOVAL OF UNSUITABLE MATERIAL FOR CULVERT INSTALLATION SHALL BE INCLUDED IN PAY ITEMS 60201 AND 60202.

7. SITE CONDITIONS WILL DETERMINE CULVERT PIPE SLOPE. PREFERABLY THE CULVERT WILL BE PLACED AT A SLOPE OF 2% IF POSSIBLE.

8. CULVERT INSTALLATIONS SHALL BE DONE WITH A DRY WORK SITE. IF COFFERDAMS, TEMPORARY CULVERTS OR DIVERSION CHANNELS

ARE NEEDED THEY SHALL BE INCLUDED IN PAY ITEMS 60201 AND 60202.

9. MINOR AMOUNTS OF CLEARING AND GRUBBING ARE REQUIRED FOR CULVERT REPLACEMENT. THIS WORK SHALL BE INCLUDED IN

PAY ITEM 20120-1.

10. DISPOSAL OF THE REMOVED CULVERTS ARE THE CONTRACTORS RESPONSIBILITY AND SHALL BE REMOVED FROM THE PROJECT SITE.

11. BORROW AND AGGREGATE QUANTITIES ARE LISTED AS COMPACTED IN PLACE QUANTITIES.

12. EXCESS MATERIAL FROM ROADWAY EXCAVATIONS WILL BE DISPOSED OF, DIRECTED BY THE C.O.

13. MATCH FINISHED SURFACE TO EXISTING SURFACE OF ALL SIDE ROADS AND DRIVEWAYS.

14. THE BEGIN AND END 50 FEET OF EACH LIFT AREA ARE TO BE TAPERED TO MATCH EXISTING GRADE.

15. EROSION CONTROL MAT SHALL BE INSTALLED ON STEEP DITCH LINES (5% SLOPE OR GREATER) OR AS DIRECTED BY THE CONT. OFF.

16. SEED ALL DISTURBED AREAS WITH WISDOT #75 SEED MIXTURE. SEE FSSS, SECTION 625 FOR ADDITIONAL INFORMATION.

17. MAINTENANCE FOR TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ROAD CLOSURES WILL BE

ACCOMPANIED BY ROAD OPENINGS IN ACCORDANCE WITH THE MUTCD GUIDELINES AND THE FSSS, SECTION 156. THIS WORK SHALL BE

INCLUDED IN PAY ITEM 63501. THE C.O. SHALL BE NOTIFIED OF ANY ROAD CLOSURES ONE WEEK PRIOR.

18. REMOVE AND REPLACE EXISTING PERMANENT TRAFFIC CONTROL SIGNS AS NEEDED TO ACCOMPLISH CONSTRUCTION. THIS SHALL BE

INCLUDED IN PAY ITEMS 30304, 30315 AND 30318. SEE FSSS, SECTION 633 FOR ADDITIONAL INFO.

19. ALL EXISTING SIGNS (NATIONAL FOREST SIGNS, PROPERTY ADDRESS SIGNS, CAMPSITE SIGNS, ETC.) SHALL REMAIN IN PLACE.

CONTRACTOR SHALL NOT DISTURB SIGNS. IF SIGNS NEED TO BE REMOVED DURING CONSTRUCTION THEY SHALL BE REINSTALLED BY

THE CONTRACTOR. THIS WORK SHALL BE INCIDENTAL TO PAY ITEM 30304, 30315 AND 30318.

20. RIPRAP SHALL CONSIST OF 12 INCHES OF PLACED RIPRAP, CLASS 1 WITH EARTHWORK GEOTEXTILE, TYPE D.

21. THE CONTRACTOR SHALL NOTIFY DIGGERS HOTLINE (1-800-242-8511 OR DIAL 811 OR WWW.DIGGERSHOTLINE.COM) PRIOR TO THE

START OF WORK.

22. CULVERT PIPE BACKFILL SHALL BE INCLUDED IN PAY ITEMS 60201 AND 60202.

23. ALL CULVERT PIPE ARE TO BE SINGLE PIECE TO THE LENGTH S SHOWN IN THE PLANS. BANDING TO CONNECT LESSOR LENGTH

CULVERTS IS NOT PERMITTED. CONTRACTOR TO VERIFY LENGTHS PRIOR TO ORDERING CULVERTS AND PROVIDE

DOCUMENTATION TO THE C.O.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING. ALL CONSTRUCTION STAKING WILL BE REVIEWED BY THE

C.O.

25. THE CONTRACTOR MAY USE HMA MIX WISDOT GRADE LT WITH THE APPROVAL OF THE C.O. ADDITIONAL COSTS FOR THE LT MIX SHALL

BE INCLUDED IN PAY ITEM 40312.

GROUND

EXISTING

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REINFORCED

GEOTEXTILE

FABRIC

F L O

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FABRIC TO FIT TRENCH,

BACKFILL AND COMPACT

TO EXISTING GRADE.

EXCAVATE MINIMUM 6"x 6"

TRENCH, FOLD GEOTEXTILE

NOT TO SCALE

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8'-0" MAX.

ATTACH FABRIC TO

POST WITH WIRE STAPLES

2"x 2" WOOD

OR STEEL

SUPPORT POST

EXISTING

GROUND

STANDARD SILT FENCE INSTALLATION

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CULVERT SKEW DIAGRAM

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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

2/8 /19

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EASTERN REGION

CHIPPEWA

CAMPGROUND PAVING

CHEQUAMEGON -

NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS

RANGER DISTRICT

TYPICAL SECTIONS

AND

GENERAL NOTES

10/29/2018

CHIPPEWA CAMPGROUND

T.BACIAK

I.STAMPFLY

T.BACIAK

U28-18453

C-01

15 2

0.02 ft./ft.

2" Asphaltic Surface, Wisconsin DOT

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PROPOSED TYPICAL LIFT SECTION

PER PLAN

Varies* (6'-9')Varies* (6'-9') 1.0' 1.0'

Aggregate Base Lift*

0.02 ft./ft.

SCALE: NTS

Pay Limits of Full Depth Reclamation, Method 2 (see log plans for location)

Roadway Aggregate, Shoulder Finishing

Existing Aggregate Base, depth varies

Existing Asphaltic Surface, depth varies 2" - 2.5"

NOTES:

· Depth of Aggregate Base lift varies; see alignment sheets. Place lift prior to pulverizing and relaying.

· Full Depth Reclamation shall include pulverizing and relaying the existing 2" - 2.5" Asphaltic Surface with

2" of the existing Aggregate Base plus the Aggregate

Base lift.

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1.0'1.0' Varies* (6'-9') Varies* (6'-9')

PER PLAN

PROPOSED TYPICAL SECTION w/o LIFT

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Existing Asphaltic Surface, depth varies 2" - 2.5"

0.02 ft./ft.0.02 ft./ft.

SCALE: NTS

Pay Limits of Full Depth Reclamation, Method 2 (see log plan for location)

2" Asphaltic Surface, Wisconsin DOT

Roadway Aggregate, Shoulder Finishing

Existing Aggregate Base, depth varies

NOTE: Full Depth Reclamation shall include pulverizing and relaying the existing 2" - 2.5" Asphaltic Surface with 2" of the existing Aggregate Base plus the Aggregate Base lift.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/8 /19

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EASTERN REGION

CHIPPEWA

CAMPGROUND PAVING

CHEQUAMEGON -

NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS

RANGER DISTRICT

TYPICAL SECTIONS

AND

GENERAL NOTES

10/29/2018

CHIPPEWA CAMPGROUND

T.BACIAK

I.STAMPFLY

T.BACIAK

U28-18453

C-02

15 3

Aggregate Shoulder or excess Pulverized

Material as Required

2" HMA Paved

Approach

2" HMA Pavement

(Mainline)

Crush & Shaped

HMA and Aggregate

Base Mixture

Section A-A

Without Culvert

Campsite Approach Detail (Typical)

Not to Scale

A

A

20'

45 Degree Angle or as directed by the C.O.

4'

1' Aggregate

Shoulder

Edge of Pavement

Aggregate Shoulder or excess Pulverized

Material as Required

2" HMA Paved

Approach

2" HMA Pavement

(Mainline)

Pulverized & Relayed

HMA and Aggregate

Base Mixture

Section A-A

With Culvert

4'

1'

10" CMP Culvert

4'

2'

1"

1'

Aggregate Surface

Course

10'12'

15' Radius

90'

75'

4" HMA

PAVT

Boat Launch Approach Detail

Not to Scale

60'

1' Aggregate

Shoulder

A A

Pulverized & Relayed

HMA and Aggregate

Base Mixture

1' Aggregate

Shoulder

4" HMA Pavement Aggregate

Surface Course

4"

6"

Section A-A

Not to Scale

Note:

Contractor is to adjust width and elevation as necessary to match width and elevation of existing concrete boat launch.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/8 /19

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EASTERN REGION

CHIPPEWA

CAMPGROUND PAVING

CHEQUAMEGON -

NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS

RANGER DISTRICT

DETAILS AND

GENERAL NOTES

10/29/2018

CHIPPEWA CAMPGROUND

T.BACIAK

I.STAMPFLY

T.BACIAK

U28-18453

C-03

15 4 mbeuning Text Box

NO WORK ASSOCIATED WITH BOAT LAUNCH

Varies (30'-40')

12'

Existing Campsite

Fee Drop Box

(to remain)

Existing Visitor/Campsite

Information Board

(to remain)

Remove & Replace

8" CMP as Indicated in the Project Log

Notes:

· Contractor shall remove existing grass and other organic materials to a minimum depth of 3" or as directed by the C.O.

· Contractor shall place 2" of Aggregate Base or excess pulverized material, and compact to specifications.

· Contractor shall place 2" of HMA pavement and compact to specifications.

· Contractor shall grade the parking area at 0.5% slope or as directed by the C.O. to provide positive drainage with no ponding.

Pay Station Paving Detail

Not to Scale

Varies (30'-40')

12'

Remove & Replace

8" CMP as Indicated in the Project Log

Notes:

· Contractor shall remove existing grass and other organic materials to a minimum depth of 3" or as directed by the C.O.

· Contractor shall place 3" of Aggregate Base or excess pulverized material, and compact to specifications.

· Contractor shall grade the parking area at 0.5% slope or as directed by the C.O. to provide positive drainage with no ponding.

Parking Area Detail

Not to Scale

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/8 /19

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EASTERN REGION

CHIPPEWA

CAMPGROUND PAVING

CHEQUAMEGON -

NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS

RANGER DISTRICT

DETAILS

AND

GENERAL NOTES

10/29/2018

CHIPPEWA CAMPGROUND

T.BACIAK

I.STAMPFLY

T.BACIAK

U28-18453

C-05

15 6

12'

5'

25'

51'

45'

20'

26'

12'

42'

58'

1' Aggregate Shoulder

Paved Campsite #9 Detail

Not to Scale

HMA PAVT

Edge of Pavement

Notes:

· Existing campsite is paved with estimated 2" HMA pavement.

· Contractor shall remove all existing debris prior to placing a 2" HMA overlay

· Walking path from Campsite #9 connects to Campsite #10 path.

· Walking path dimensions are 25' x 5'.

Walking Path to

Campsite #10 path.

Remove & Replace with 2" HMA over

2" Aggregate Base or excess 2" Pulverized Material

Sawcut (TYP.)

25' CMP Culvert, 8", Remove & Replace

12'

16'

15'

13'

14'

18'

27'

63'

HMA PAVT

1' Aggregate Shoulder

Paved Campsite #10 Detail

Not to Scale

Notes:

· Existing campsite is paved with estimated 2" HMA pavement.

· Contractor shall remove all existing debris prior to placing a 2" HMA overlay.

· Walking path proceeds to Restroom/Shower Building.

· Walking path dimensions are 179' x 5'.

Edge of Pavement

44'

Path to Restroom and Shower Building.

Remove & Replace with 2" HMA over

2" Aggregate Base or excess 2" Pulverized Material

Sawcut (TYP.)

25' CMP Culvert, 8", Remove & Replace

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/8 /19

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EASTERN REGION

CHIPPEWA

CAMPGROUND PAVING

CHEQUAMEGON -

NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS

RANGER DISTRICT

DETAILS AND

GENERAL NOTES

10/29/2018

CHIPPEWA CAMPGROUND

T.BACIAK

I.STAMPFLY

T.BACIAK

U28-18453

C-06

15 7

50.6'

44'

17.6'

13.2'

15.4'

37.4'

38.5'

60.5'

HMA PAVT

Paved Campsite #12 Detail

Not to Scale

Note:

· Existing campsite is paved with estimated 2" HMA pavement.

· Contractor shall remove all existing debris prior to placing 2"

HMA overlay.

· Walking path from Campsite #12 connects to walking path on

Campsite #14.

· Walking path dimensions are 205' x 5'.

Edge of Pavement

1' Aggregate Shoulder

25' CMP Culvert, 8", Remove & Replace

Path to Campsite #14

Path. Remove & Replace with 2" HMA over 2"

Aggregate Base or 2" excess Pulverized Material

Sawcut (TYP.)

46'

40'

16'

12'

14'

34'

35'

55'

HMA PAVT

Paved Campsite #14 Detail

Not to Scale

Note:

· Existing campsite is paved with estimated 2" HMA pavement.

· Contractor shall remove all existing debris prior to placing a 2"

HMA overlay.

· Walking path dimensions are 124' x 5'.

Edge of Pavement

1' Aggregate Shoulder

25' CMP Culvert, 8", Remove & Replace

From Path at

Campsite #12

Path to Restroom/Shower

Building. Remove & Replace with 2" HMA over 2" Aggregate

Base or 2" excess Pulverized Material

Sawcut (TYP.)

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/8 /19

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8 T

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EASTERN REGION

CHIPPEWA

CAMPGROUND PAVING

CHEQUAMEGON -

NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS

RANGER DISTRICT

DETAILS AND

GENERAL NOTES

10/29/2018

CHIPPEWA CAMPGROUND

T.BACIAK

I.STAMPFLY

T.BACIAK

U28-18453

C-07

15 8

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/8 /19

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EASTERN REGION

CHIPPEWA

CAMPGROUND PAVING

CHEQUAMEGON -

NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS

RANGER DISTRICT

ESTIMATED

QUANTITIES AND

LOCATIONS

10/29/2018

CHIPPEWA CAMPGROUND

T.BACIAK

I.STAMPFLY

T.BACIAK

U28-18453

C-07

15 8

AutoCAD SHX Text

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STA. 301+39

CENTERLINE

OFLOOP

ST A. 300+00 @

PAVT. EDGE

STA . 214+97@

PAVT. EDGE

END OF

LOOP

STA. 32+86

CENTERLINE

LOOP3

STA. 39+96

CENTERLINE

LOOP2

ST A. 200+00 @

PAVT. EDGE

OF MAIN LOOP

STA.48+69

CENTERLINE

OF LOOP

STA. 5+40

CENTERLINE

OFLOOP

STA. 3+95

END OF LOOPS

STA. 6+72

CENTERLINE

OFLOOP

MAIN LOOP

STA. 61+40@

END OF MAIN �;� EDGE

STA. 407+30

CENTERLINE

OF LOOP STA. 423+03 @

PAVT EDGE

END OF LOOP

STA. 29+10

CENTERLINE

OF LOOP

D

S B T O

A

A T L AUNCH LOOP

· 0+00@

PAVT. EDGE OF MAIN LOOP

STA. 33+65@

END OF

PAVT EDGE

MAIN LOOP

\_ BOA T L AUNCH

LOOP

United Sta tes De For!.

a t rt s me�t of Agriculture erv1ce

EASTERN REGION

PROJECT NAME

CHIPPEWA

CAMPGROUND PAVING

CHEQUAMEGON

NICOLET

NATIONAL FOREST

MEDFORD-PARK FALLS

RANGER DISTRICT

DRAWING TITLE

DETAILS

AND

GENERAL NOTES

ARCHIVE NO.

CHIPPEWA CAMPGROUND

DWG SHEET NO.

T.BACIAK

C-08

I.STAMPFLY

T.BACIAK

SHEET 9 OF 15

mbeuning Callout No work associated with Boat Launch Loop or Boat Landing

Line

Callout No work associated with Boat Launch Loop

Line mbeuning Line mbeuning Text Box

NO WORK ASSOCIATED WITH BOAT LAUNCH LOOP OR BOAT LAUNCH