005-MarionForksProjectDrawings.pdf

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LEGEND

Paved roads

Other roads

Disposal area

Water source

Riprap source

Other roads

R7E

T10S

T11S

Campground

Project location

12 Miles to Detroit

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700 14070

Existing guardrail to be removed

R o a d

ODOT right of way

Highway 22

Road 2200-050

R o

Existing transformer box to be relocated

Existing stop sign to be relocated

CP#2

CP#3

CP#4

CP#5

CP#6

CP#7

CP#8

CP#9

CP#10

CP#11

CP#15

CP#16

CP#14

CP#13

CP#12

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CP#17

MARION CREEK

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SMOLT

TANKS

TROUT POND

CXT to be relocated

O

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W r o t h u s i n g

A c c e s a

Existing asphalt edges

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Vertical scale: 1"=4'

Horizontal scale: 1"=40'

PLAN

400 8040

Scale in feet

1ft contour intervals

PROFILE

P L

D

P R O

F I L E

Proposed subgrade

Proposed top of HMAC

Existing ground

Proposed asphalt edge for road 2200-050

R25'

New guardrail to be installed

Saw cut

L line

New location for transformer box

L 0+00.0

Begin road construction

Saw cut

Saw cut

CXT to be relocated

HMAC placement

X

L

L

L 8+95.6

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400 8040

Scale in feet

1ft contour intervals

Vertical scale: 1"=4'

Horizontal scale: 1"=40'

PLAN

PROFILE

Proposed subgrade

Proposed top of HMAC

Existing ground

E N

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R O

A D

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L line

Proposed asphalt edge for road 2200-050

R o

Saw cut

Saw cut

L 8+95.6

End road construction

NOTES:

1. * See road construction table

2. Transition from typical section 1 to 2 from L 0+90.0 to L 1+20.0.

TYPICAL SECTION 1

L 3+05.1 to L 3+39.9

L 1+20.0 to L 3+05.0 and L 3+40.0 to L 5+79.9

Cut asphalt right and match elevation

L 5+80.0 to L 7+06.8 L 7+06.9 to 8+22.7

L 0+00.0 to L 0+89.9

TYPICAL SECTION 2

TYPICAL SECTION 3

TYPICAL SECTION 4 TYPICAL SECTION 5

Existing guardrail to remain

4" Aggregate base

L 0+60.0

Existing ground

Subgrade

Fill slope 1

:1

Varies

Asphalt width right*Asphalt width left*

Subgrade width left* Subgrade width right*

Embankment

2:1 Aggregate slope

3" HMAC

Asphalt width left* Asphalt width right*

Subgrade width left* Subgrade width right*

Existing ground

3" HMAC

4" Aggregate base

Fill slope 1

:1

2:1 Aggregate slope

1' Shoulder1' Shoulder

Asphalt width left* Asphalt width right*

Subgrade width left* Subgrade width right*

L 1+60.0

L 3+40.0

L 6+10.0

L 7+80.0

3" HMAC

4" Aggregate base

2:1 Aggregate slope

Saw cut existing asphalt and match elevation

Existing ground

Asphalt width left* Asphalt width right*

Subgrade width left* Subgrade width right*

Daylight subgrade

Daylight subgrade

Saw cut existing asphalt and match elevation

2:1 Aggregate slope

Asphalt width left* Asphalt width right*

Subgrade width left* Subgrade width right*

3" HMAC

4" Aggregate base

3" HMAC

4" Aggregate base

Saw cut existing asphalt and match elevation

Existing ground

Existing ground o f

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Subgrade

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Embankment

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300 6030

Scale in feet

1ft contour intervals

Vertical scale: 1"=3'

Horizontal scale: 1"=30'

PLAN

PROFILE

Proposed subgrade

Proposed top of HMAC

Existing ground

P A R K I N

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L O

T

P L

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R o

Proposed asphalt edge of parking lot

R10'

R10'

R20'

R20'

R10'

R10'

L line

L 0+00.0 = L 7+51.2 from entrance road

L 0+44.2

Begin parking lot construction

24" Culvert to be installed

L 0+00.0 = L 7+51.2 from entrance road

Saw cut

Remove existing asphalt and place 3" HMAC for asphalt apron. 30 ft long and match existing asphalt edges

Install CXT

5'

R5'

Existing road 2200-050 edges

Class 4 riprap place as directed by CO

Remove existing CMP and install 24-inch x 140ft HDPE pipe

L 0+44.2

Biofiltration swale

L 1+65.0

End parking lot construction

L 0+00.0 to L 0+89.9 o f

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L 0+70.0

L 0+90.00 to L 1+65.0

L 1+40.0

12" Aggregate base

2H:1V Aggregate slope

Subgrade

' Shoulder

1' ShoulderAsphalt width left

Asphalt width right*

Subgrade width left* Subgrade width right*

Existing ground

3" HMAC

Class 2 riprap

Asphalt width right*

3" HMAC

Subgrade width right*

1' Shoulder

12" Aggregate base

Subgrade

Existing ground

Asphalt width left

Subgrade width left*

' Shoulder

1V:1.5H fill slope

1V:1V Cutslope

1V:1V Cutslope insert reconstruction table here

Class 2 riprap, 12" thick

Class 2 riprap to be placed up to to CXT location as directed by CO

Existing ground

T

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L-Stn o f

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L 2+13.0

Picnic trail 1, 19' long

L 3+25.5

Picnic trail 2, 18' long

L 3+81.3

Picnic trail 3, 9' long

L 0+00.0

300 6030

Scale in feet

1ft contour intervals

Proposed asphalt edge of trail

L-line

L 4+06.6

Interpretive trail 2, 47' long

L 2+67.1

Interpretive trail 1, 40' long

Proposed asphalt edge road 2200-050

Proposed asphalt edge of parking lot

L 1+17.0

Access to oversized parking area, 17' long and Kiosk location

Vertical scale: 1"=4'

Horizontal scale: 1"=40'

24" Culvert to be installed

Existing ground

Proposed subgrade

Proposed top of HMAC

L 0+00.0 Begin trail

Contruction

L 1+17.0

Access to oversized parking area

Grade not to exceed 5%

L 2+13.0

Picnic trail 1

Grade not to exceed 3%

L 2+67.1

Interpretive trail 1

Grade not to exceed 3%

L 3+25.5

Picnic trail 2

Grade not to exceed 3%

L 3+81.3

Picnic trail 3

Grade not to exceed 3%

L 4+06.6

Interpretive trail 2

Grade not to exceed 3%

PLAN

PROFILE

L 1+26.4

End kiosk location right

Install kiosks as staked by

Contracting Officer

L 1+07.0

Begin kiosk location right

Single picnic pad

Double picnic pad

Single picnic pad

Interpretative trail turnaround

Kiosk pad

24" Culvert to be installed

Proposed asphalt edge for road 2200-050

B V

C

K

V

C

E V

C

B V

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K

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E V

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B V

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E V

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B V

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0K

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B V

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L-Stn o f

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L 4+49.8

Picnic trail 4, 12' long

300 6030

Scale in feet

1ft contour intervals

L 5+75.4

Picnic trail 5, 17' long

5'

4'

Rest pullout

2.5' Tapers

10' total length

L 4+06.6

Interpretive trail 2, 38' long

Vertical scale: 1"=4'

Horizontal scale: 1"=40'

L 4+06.6

Interpretive trail 2

Grade not to exceed 3%

L 6+50.0

Interpretative 3 site

L 4+49.8

Picnic trail 4

Grade not to exceed 3%

L 5+75.4

Picnic trail 5, 17' long

Grade not to exceed 3%

L 7+15.0

Rest pull out right

L 7+49.0

Rest pull out left

L 7+98.5

End trail construction

L 6+50.0

Interpretative 3 site

Grade not to exceed 3%

PLAN

PROFILE

Boulder placements

Double picnic pad

Single picnic pad

Single picnic pad

Interpretative trail turnaround

Single picnic pad

Existing ground

Proposed top of HMAC

Proposed asphalt edge for road 2200-050

Rest pull out o f

N O

N E

S h e e t

D E T R O

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G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

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A T I O

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F O

R E S T

S h e e t

T i t l e

S c a l e

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L T U

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S E R V I C E

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H o w a r d

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D

A Y

U

S E

I M

P R O

V E M

E N

T S

T R A I L

T Y P I C A L

S E C T I O

N S

Existing ground

Existing ground

Existing ground

Existing ground

L-line

L-line

L-line

L-line

1:1 Cut slope

4" Aggregate base

2" HMAC

Subgrade

3" Shoulder

Subgrade

Subgrade

Subgrade

4" Aggregate base

2" HMAC

2" HMAC

4" Aggregate base

2" HMAC

3" Shoulder

3" Shoulder

3"* Shoulder

Borrow

2:1 Aggregate slope

2:1 Aggregate slope

2:1 Aggregate slope

1:1

Fill slope

1:1 Cut slope

TYPICAL CUT SECTION

TYPICAL CUT SECTION WITH DAYLIGHT

TYPICAL SECTION ON ROAD BED

TYPICAL FILL SECTION

TYPICAL CUT AND FILL SECTION

4" Aggregate base

2" HMAC

1:1 Cut slope

Existing ground

2:1 Aggregate slope

1:1

Fill slope

L-line

Daylight

Borrow

2% Outslope

2% Outslope

4" Aggregate base

2' 2'

2% Outslope

2% Outslope

2% Outslope

2.3' 2.3'

2' 2'

3.2 2.3'

2' 2'

3.1' 3.2'

2' 2'

3.2'* 3.1'

2' 2'

3.2*' 2.3'

NOTES:

1. Main trail width is 4ft unless otherwise stated different on the trail construction table.

2. *When fill heights are 30" (from top of HMAC) and greater, increase shoulder width to 12"

3"* Shoulder o f

N O

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D E T R O

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M i c h a e l

H o w a r d

P r o j e c t

N a m e

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F O

R E S T

S h e e t

T i t l e

S c a l e

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E P A R T M

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O

F

A G

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L T U

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F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

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D

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U

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P R O

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T R A I L

C O

N S T R U

C T I O

N

T A B o f

N O

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S h e e t

D E T R O

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R A N

G E R

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I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

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T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

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U

S E

I M

P R O

V E M

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T S

T R A I L

C O

N S T R U

C T I O

N

T A B o f

N O

N E

S h e e t

D E T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

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P R O

V E M

E N

T S

T R A I

E A R I N

G

A N

D

G

R U

B B I N

G

D

E T A I L S

Trim branches flush with

Trailbed

Trailway

C

L

Cut

Clearing Limit

Clearing Limit

Downhill

V e r t i c a l

C l e a r i n g

L i m i t

Uphill trunk rather than remove

LOCATION

UPHILL

DOWNHILL

HEIGHT

CLEARING LIMITS FROM

Slopes over 10%

Slopes under 10%

4'

4'5'

10'

10'

STUMP POSITION

SIDE SLOPE UPHILL DOWNHILL

STUMP HEIGHT REQUIREMENTS* (FT)

Stumps outside the clearing limits

Stumps between the trailway and clearing limits

Side slopes less than or = to 10%

Side slope over 10%

Side slopes less than or = to 10%

Side slope over 10%

*All heights measured on uphill side of stumps

CLEARING AND GRUBBING

1 1

Grub all stumps within trailway

L

C

6'

1. Haul all trees, logs, limbs, brush, clearing slash, and roots to Minto pit and place as directed by Contracting Officer.

o f

N O

N E

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F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

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P R O

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T R A I L

T Y P I C A L

A N

D

D

E T A I L S

PICNIC TABLE PAD - PLAN VIEW

INTERPRETATIVE TRAIL TURNAROUND PLAN VIEW

PICNIC TABLE PAD - PROFILE VIEW

12' (single) or 24' (double)

15'

Place Government provided picnic table as directed by

Contracting officer

3" HMAC

Edge of HMAC

Existing ground

2:1 Aggregate slope

6" Shoulder

4" Aggregate base

2" HMAC

Max 3% Slope

12' or 24'

TYPICAL TRAIL INTERSECTION

Edge of HMAC

Radius 5' for all curves

Requires 4" aggregate base and 12" shoulder rock

INTERPRETATIVE TRAIL 1 TURNAROUND PROFILE VIEW

2'

Class 2 riprap

Borrow

:1 Fill slope

Type IV-B geotextile

Maximum grade 3%

3' wide trail

12" Shoulder

4' Main trail

3' Trail to interpretative and picnic pads

7'

Requires 4" aggregate base and 6" shoulder rock

Maximum grade 3%

4" Aggregate base

2" HMAC

Max 3% Slope

2'

3' o f

A S

S H

O W

N

S h e e t

D E T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

V E M

E N

T S

600 12060

PLAN

Scale in feet

1ft contour intervals

4" yellow solid line

Stop bar

E N

T R A N

C E

R O

A D

P A V E M

E N

T

M

A R K I N

G S

8'

Proposed asphalt edge for road 2200-050

R o

Proposed asphalt edge for road 2200-050

4'

Crosswalk, 6" solid white lines

6' spacing

4" Solid white hatch line

@ 2' spacing and 45° angle

HMAC placement

HMAC placement o f

A S

S H

O W

N

S h e e t

D E T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

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E N

T S

100 2010

Scale in feet

1ft contour intervals

PLAN

P A R K I N

G

L O

T

P A V E M

E N

T

M

A R K I N

G S

20'

4" Solid white hatch line

@ 2' spacing and 45° angle

4" Solid white parking line

White accessibility symbol with blue background

4" yellow solid line

5.5'

Concrete wheel stop

5.5'

Proposed asphalt edge of parking lot

White directional arrows

Van accessible aisle

4" Solid white hatch line

@ 2' spacing and 45° angle

HEAD-ON PARKING

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

4'-6"

4'-6"

STOP LINE

12'

12"

NOTES:

1. Pavement markings shall conform to the Manual on Uniform Traffic Control Devices (MUTCD o f

N O

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S h e e t

P A V E M

E N

T

M

A R K I N

G

D

E T A I L S

D E T R O

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G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

V E M

E N

T S

20'

10'

90°'

12"

2.5

5'

0.5'

DIRECTIONAL ARROWS

OVERSIZE PARKING

2'

10'

40'

OVERSIZED VEHICLE PARKING ONLY

4" wide x 12" tall lettering

Edge of asphalt

White accessibility symbol

4" White solid line

4" Solid white lines

Scale in feet

1ft contour intervals o f

A S

S H

O W

N

S h e e t

A S P H

A L T

R E M

O V A L

P L A N

D E T R O

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D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

V E M

E N

T S

700 14070

H

A

T

C

H

E

I

L

D

I

N

G

G

A

R

A

G

E

P

O

W

E

R

H

O

U

S

E

MARION CREEK

M

A

R

I

E

E

K

SMOLT

TANKS

TROUT POND

Asphalt to be removed

Highway 22

Saw cut

Saw cut

Saw cut

Saw cut

BST to be removed o f

A S

S H

O W

N

S h e e t

S C A R I F I C A T I O

N

A

T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

V E M

E N

T S

MARION CREEK

400 8040

Scale in feet

1ft contour intervals

T O

P S O

I L

P L A N

Proposed asphalt edge for road 2200-050 Existing asphalt road edges

Scarification and topsoil placement

Scarification and topsoil placement

Proposed asphalt edge for trails

Steel or wood post

POST AND GEOTEXTILE INSTALLATION DETAIL

ELEVATION

SILT FENCE INSTALLATION AT TOE OF FILL

PLAN

Support mesh

Geotextile, type V-A

Backfilled and compacted soil

Flow

20" min.

40" min.

30" min.

4" min.

6" min. trench

Limits of clearing

Existing ground

(undisturbed)

E x i s t i n g c n s t r u c t e f i l o p e

Varies

Flow

Varies

T o e o f s l o p e

S e e n o t e f o r s p a c i n g

Provide sufficient length to to prevent water from flowing around the enf of the silt fence.

SILT FENCE INSTALLATION IN A DRAINAGE DITCH

See note 1

Flow

See note 4 for spacing

NOTES:

1. Use drainage ditch installation for low flow conditions only when specified on Erosion Control Plan.

2. Alternate pre-assembled silt fence options (geotextile, type V-B) will be allowed as long as specified dimensions are satisfied. Follow manufacture's recommendations for installation procedures. All types must ensure silt fence remains attached to, and does not slide down supporting posts.

3. Install silt fence along ground contours. Curve ends of silt fence upgrade to prevent water from running around the ends.

4. 10 ft (max.) spacing with fence support. 6 ft (max.) spacing without fence support.

Flow o f

N O

N E

S h e e t

S I L T

F E N

C E

D

E T A I L S

D E T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

V E M

E N

PLAN

1. Placement of straw required on all disturbed ground.

2. Construct swale to provide for positive drainage.

3. Includes constructing ditch to outlet location of pipe installation as directed by Contracting Officer.

o f

N O

N E

S h e e t

B I O

F I L T R A T I O

N

S W

A L E

D

E T A I L S

D E T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

V E M

E N

T S

50'

5'

Excavation limits

Depth varies

4:1 Cutslope

5'

Existing ground

SECTION A - A'

Existing ground

SECTION B - B'

2 CY of class 4 riprap

2 CY of class 4 riprap

6"

5' o f

N O

N E

S h e e t

D E T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

V E M

E N

T S

G

W

B E

M

G

A R D

R A

P

S T S

D

E T A I o f

N O

N E

S h e e t

D E T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

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P R O

V E M

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T S

G

W

B E

M

G

A R D

R A I L

T Y P E

T A N

G E N

T

T E R M

I N

A L

D

E T A I o f

N O

N E

S h e e t

D E T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

V E M

E N

T S

C X T

R E L O

C A T I O

N

D

E T A I L S

5'

Match existing asphalt elevation

4'-4"

FRONT ELEVATION

RIGHT SIDE ELEVATION

1. Re-install Double Cascadian CXT according to manufactures recommendations. http://www.cxtinc.com/Installation.asp

Scale in feet

1ft contour intervals o f

A S

S H

O W

N

S h e e t

S I G

N

P L A N

D E T R O

I T

R A N

G E R

D

I S T R I C T

F o r e s t

D r a w n

D e s i g n

M i c h a e l

H o w a r d

P r o j e c t

N a m e

W I L L A M

E T T E

N

A T I O

N A L

F O

R E S T

S h e e t

T i t l e

S c a l e

U S

D

E P A R T M

E N

T

O

F

A G

R I C U

L T U

R E

F O

R E S T

S E R V I C E

P A C I F I C

N

O R T H

W E S T

R E G

I O

N

M i c h a e l

H o w a r d

M A R I O

N

F O

R K S

D

A Y

U

S E

I M

P R O

V E M

E N

T S

700 14070

R o

MARION CREEK

H

O

E

E

K

O

D

F t h u s i n g

A c c e a d

Existing asphalt edges

R7-8

R7-8b

R1-2

R5-2

R1-1

Entry sign

W11-2

Interpretive sign post

Interpretive sign post

Interpretive sign post

Kiosks

HMAC placement

HMAC placement

R7-8

R7-8b

R1-1

R1-2

6"

18"

12"

12"

30"

30"

30"

30"

30"

30"

R5-2

30"

30"

R8-3

Elevation at edge of traveled way

7'

6' min.

Edge of pavement or shoulder

Plug holes prior to placement of concrete

2"x2", 12 gauge steel tubing with

" holes on 1" centers, full length, on two opposite side s

Insert sign post a min. of 18" into 2

"x2

" ground anchor. Anchor shall be set in concrete a min. of 30" below finished grade. Sign post is bolted to ancho r.

Anchor 3" above finished grade line

6" dia.

Fill slope

30" min.

NOTES

1. Signs shall conform to Manual on Uniform Traffic Control Devices (MUTCD, latest edition.

ASPHALT APPLICATION

ALONG ROADSIDE APPLICATION

6" Diam.

30" min.

Plug holes prior to placement of concrete

Anchor 3" above finish grade

Insert sign post a min. of 18" into 2

"x2 ground anchor. Anchor shall be set in concrete a min. of 30" below finished grade.

Sign post is bolted to anchor.

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12"

24"

24"

24"

W11-2

INTERPRETATIVE POST APPLICATION

HMAC

Aggregate base

Place sign post as staked by the Contracting Officer within Interpretive site.

HMAC

Aggregate base

2'

3'

3"

12" Diam.

Concrete

Marion Forks

DAY USE AREA

WILLAMETTE

Marion Forks

DAY USE AREA

WILLAMETTE

RECREATION SITE SIGNS (RS-3):

COLOR: BROWN / YELLOWCREAM / BROWN

MATERIAL:

" THICK HDPE PLASTIC

DIMENSIONS: RSM1-3 48" x 79"

FONT: HWY D

WOOD PRODUCT SIGNS OR EQUAL

Attach signs to posts with four

" dia. x 3" carriage bolt and two washers with vandal proof nuts (typ)

Recreation site sign (RSM1-3)

See mounting detail

2" x 2" x

" structural steel tubing

Paint color - see notes

12" Forest Service shield (S-12)

U.S.D.A plaque (P-43)

Stone masonry unit

4000 p.s.i reinforced concrete base

#4 rebar @ 12" o.c. both ways 2" above bottom of concrete slab

4000 p.s.i

Concrete footing

Concrete footing

5'-0" 1'-2"

6"

1'-0"

8"

1'-10"12"1'-8"1'-10" 12"

7'-4"

2"

2"

12"

12"

6"

75°'

FRONT ELEVATION END ELEVATION

1'-6"1'-3"

4'-0"

8"

1'-3"

3"

1'-6"

1'-3"

7"

U.S.D.A. plaque mounted to masonry base using 2

" dia. x 8" long anchor bolts.

Bolts shall be located inside of lettering.

75°'

#4 rebar @ 12" o.c. both ways 2" above bottom of concrete slab

PLAN VIEW

5'-0"

6'-4"

7'-4"

6"

8" thick concrete base

Guillotined black basalt pacific stonescape

Oregon - or equial

2" x 2" x

" structural steel tubing

Paint color - see general notes

Attach signs to posts with four

" dia. x 5" carriage bolt and two washers with vandal proof nuts (typ)

0.3'

2"

7"

5"

6 holes at

1" O.C.

" dia. holes. Use #14

1-

" round head screws

L1 -x 1 -x

12" SHIELD DETAILS

1"

2 -

" dia. holes

2 -

" dia. x 8" galv.

expansion bolt, one end bent

" dia. hole for lock

2 -

" dia. x 8" galv.

expansion bolts

MOUNTING DETAIL

2"

2"

2" x 2" x

" structural steel tubing

Paint color - see general notes

Administrative site sign AS-4

2" x 2" x

" steel angle (typ.)

NOTES:

1. The rock for the sign is to be clean hydraulically split "guillotined" Oregon black basalt in a variety of square and rectangular shapes that should cover 30-35 square feet per ton of rock. The Contractor shall provide a 25lb sample of the rock to the Contracting

Officer for approval.

2. All bolts shall be zinc or cadmium unless otherwise noted.

3. All exposed steel hardware and structural tubing shall be painted to match Federal standard color 595A, color dark brown no. 30117.

4. Government shall furnished one RSM1-3, one S-12, one P-43,and one ODFW sign for Contractor to install.

5. Forest Service shield (S-12), U.S.D.A plaque (P-43) and ODFW sign to be placed as directed by Contracting Officer on the side of the base.

6. Location of the base to be staked on the ground by the Contracting Officer.

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ODFW sign

3'-6" sign

3'-0" sign

4" clr.

3' SIGN KIOSK

ELEVATION

BRACE ATTACHMENT

KIOSK SECTION A'-A

24" roof for 5' signs

18" roof for 3' signs

PANEL BOARD

SECTION B'-B

FRONT ELEVATION

3" HMAC

12" aggregate base o f

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NOTES

1. All dimensional lumber to be rough sawn, seasoned

#1 douglas fir, except for sign board.

2. Posts and horizontal log rails to be douglas fir or approved equal by Contracting Officer.

3. All fasteners to construction screws. All screw holes to be counter bored and plugged.

4. Apply exterior construction adhesive to all joints and connections.

5. All logs to be hand peeled and cleaned to remove bark scale.

6. At log rail to post connections, a min. 2" scribe and cut to not more than diameter of the rail is required.

7. At lumber to log connections, create a ± shoulder for better surface contact.

TYPICAL ROOF SHEATHING

1. Min. #2 douglas fir or better 5/4"x6" square shouldered, tongue and groove attached to rafters with 3" screws at 6" o.c. roof braces to be embedded into rafters and rafters to rest on a flat shoulder on the posts. roofing to extend past and cover post and rails.

TYPICAL WOOD SHAKE

1. Shakes to have split tapered appearance with 15" length as approved by forest service.

2. Adjust shake size at center of roof.

3. Shakes shall project 2" over edges of roof. Cut shakes at middle, not at edge, if necessary, to adjust over roof with minimum 4" shake showing.

TYPICAL FINISH:

1. In-ground sections shall be treated with a 10% copper naphtenate solution.

2. Above ground section treatment:

One undercoat of a 15% borate solution.

Two coats of a water borne stain, timber-pro or approved equal. Color to be specific by Contracting

Officer.

One clear top coat.

2x4 roof brace. Attach to rafter with (3) 2

" screws.

8" diameter small end, natural taper peeled log post

Backfill post holes with aggregate base.

Max. 6" compacted (rod tamping) lifts.

2x6 rafter. Attach to post with

(3) 3

" screws.

Top of post

4'-6"

1'-9"

4'-5"

1'-2"

7"6'-4"

1'-3"1'-3"

7"

5'-0" sign

4" clr.

4'-6" sign

18"

6"

5' SIGN KIOSK

ELEVATION

3" HMAC

12" aggregate base

Brace attachment o f

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