New World McLaren Revised Road Planset FINAL-20100420.pdf

LULU PASS ROAD

SHEEP MOUNTAIN ROAD

FISHER MOUNTAIN ROAD

A

B C

D

F

E

G

7006A

3226A

3219A

3227A

3214B

LULU PASS ROAD

ROMMEL

MILL ROAD

LOWER

COUNTY

CONNECTOR

DAISY PASS ROAD

DAISY PASS ROAD

MILLER CREEK ROAD

LOWER CROWN

BUTTE ROAD

BLACK WARRIOR ROAD

BULL OF THE

WOODS ROAD

UPPER

COUNTY

CONNECTOR

CROWN BUTTE ROAD

BULL OF THE

WOODS ROAD

LAKE ABUNDANCE ROAD

FISHER MOUNTAIN ROAD

SCOTCH BONNET ROAD

SHEEP MOUNTAIN ROAD

GOOSE LAKE ROAD

HENDERSON

MOUNTAIN ROAD

UPPER LADY

OF THE LAKE

SOUTH HENDERSON

MOUNTAIN ROAD

FISHER MOUNTAIN ADMIN.

McLAREN VIEW

LULU PASS ROAD

GOLD DUST

ALICE E. ROAD

HWY 212

COOKE CITY

QUARRY MATERIALS

STOCKPILES

UPPER HENDERSON

MOUNTAIN ROAD

MILLER CREEK-CROWN

BUTTE CONNECTOR ROAD

McLAREN ADIT CLOSURE, ROAD RECLAMATION AND REVEGETATION

NEW WORLD MINING DISTRICT RESPONSE AND RESTORATION PROJECT

Cooke City

Cover, Road Reclamation Key and Index Estimated Quantities McLaren Pit Area Reclamation Plan McLaren Adit Closure Plan and Profile Adit Closure Details Adit Drainage Infiltration Basin Details Road Reclamation Plans

Road Reclamation Plan Panel A Road Reclamation Plan Panel B Road Reclamation Plan Panel C Road Reclamation Plan Panel D Road Reclamation Plan Panel E Road Reclamation Plan Panel F Road Reclamation Plan Panel G

Road Table Sheet A Road Table Sheet B Road Reclamation Details

Type I Drainage Dip Without Armor Type I Drainage Dip With Armor Type II Drainage Dip With Armor Armored Ditch, Spillway & Typical Reconditioned Road Armored Ford, J-Hole Turnaround & Daisy Pass Road Reclamation Turnout and Culvert

Temporary Erosion Control

7A 7B 7C 7D 7E 7F 7G 8A 8B

9A 9B 9C 9D 9E 9F

NEW WORLD MINING DISTRICT RESPONSE AND RESTORATION PROJECT

McLAREN ADIT CLOSURE, ROAD RECLAMATION AND REVEGETATION

Michael Hatten, P.E.

Consulting Project Engineer

On Scene Coordinator

Forest Engineer

District Ranger

Forest Supervisor

Director of Engineering Date

Date

Date

Date

Date

Date

Sheet Construction Drawings Index

Sheet No.

United States Department of Agriculture Forest Service Northern Region Gallatin National Forest

TETRA TECH

N 0 Feet 4000

HATTEN

MONTANA

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MCLAREN PIT

CAP AREA

DAISY PASS

ROAD

H

IG

H W

ALL

LAKE ABUNDANCE

ROAD

MCLAREN

VIEW

ROAD

McLAREN MINE ADIT

UPPER

RUNON

DITCH

D

IVER

SIO

N C

H

AN

N

EL9375

PROPOSED MATERIAL

STOCKPILE AREA

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R ec la m at io n P la n.

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.B E

LL

RECLAMATION AREAS

EPHEMERAL DRAINAGE

RIPRAP RUNOFF CHANNELS

TREES/SHRUBS

0 200FEET

NOTE:

RECLAMATION AREAS SHALL

BE STAKED IN FIELD BY CO

PRIOR TO CONSTRUCTION.

INFILTRATION BASIN

SEE DETAILS SHEET 6

8" HDPE ADIT DRAIN

PIPELINE

-0 +5

0+

1+

2+

3+

4+

5+

6+

McLAREN ADIT CLOSURE

SEE DETAILS SHEET 5

ADIT DRAIN CLEANOUT

SEE DETAILS SHEET 5

ADIT DRAIN PROFILE

1" = 100'

-0+50

.7

0+00

.9

.5

1+00

.7

.8

2+00

.4

.7

3+00

.4

.9

4+00

.6

.1

5+00

.2

6+00

-11.6% -16.7% -25.7% -21.8% -24.8% -21.4% -16.7% -14.9% -20.6% -15.1% -15.7% -18.8%

S

TA

+6 0.

E

LE

V

4.

S

TA

+8

4.

E

LE

V

0.

INFILTRATION

BASIN

8" HDPE ADIT

DRAINLINE PIPE

EXISTING GROUND ELEVATION

PIPE INVERT ELEVATION

McLAREN ADIT PORTAL

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P ro fil e.

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0 100FEET

SCALLOPED CONCRETE RISER

SEE DETAIL .

CURRENT SURFACE

(APPROXIMATE)

SUBSIDENCE DEBRIS

(TO BE REMOVED)

48"x60" CONCRETE DROP INLET

12' Ø CONCRETE DRAIN PAD

HDPE DRAIN PIPE

(TO INFILTRATION BASIN)

ADIT COVER SOIL

TOPSOIL COVER

BEDDING GRAVEL

BEDDING GRAVEL, MIN

1FT ALL SIDES

8" HDPE PERF PIPE

TYPE IV-A GEOTEXTILE

ADIT COVER SOIL

TOPSOIL COVER24" MANHOLE RING & COVER

PROPOSED WATER LEVEL

CONCRETE DAM

8" HDPE PIPE

PENETRATE 8" HDPE

THROUGH RISER

TIMBERED SHAFT

BEDROCK

BEDROCK

2'-6"

McLAREN ADIT CLOSURE SECTION 1" = 10'

24" METAL

GRATE

CLASS 2 RIPRAP

EXISTING AND NEW STOCK PASS SECTIONS

(70"x48" CORRUGATED METAL CULVERT)

CLEANOUT

SEE DETAIL .

McLAREN ADIT PORTAL EXIT.

SEE DETAILS THIS SHEET0+

12' CONCRETE

DRAIN PAD

24" METAL GRATE STOCK PASS (70"x48"

CORRUGATED METAL

CULVERT)

8" HDPE DRAIN PIPE

(TO INFILTRATION BASIN)

24" CONCRETE RISER

48"x60" CONCRETE

DROP INLET

8" HDPE DRAIN PIPE

(FROM ADIT)

A

SECTION A

SCALLOP

BOTTOM

RISER ONLY

4"

4"

2' 8"

8" ADIT DRAIN PIPE

PENETRATION (1)

4" SCALLOPS (7)

8" ADIT DRAIN PIPE

PENETRATION

NOTES

1. USE ADS N-12 OR EQUIVALENT SMOOTH HDPE

PIPE FOR UNDERDRAIN.

2. INSTALL DRAIN PIPE CLEANOUTS AT APPROX.

STA -0+08 AND STA 1+00. ORIENT CLEANOUTS

AGIANST FLOW DIRECTION.

3. SEAL MANHOLE COVER.

4. BEDDING GRAVEL SHALL CONFORM TO THE

FOLLOWING SPECIFICATION:

SIEVE SIZE % PASSING (BY WT.)

1.5" 100 1" 80-100 #4 35-70 #20 10-20 #40 0-5

5. ADIT COVER SOIL AND TOPSOIL SHALL EXCEED

95 PERCENT OF MAXIMUM DENSITY AS

DETERMINED BY AASHTO T99, METHOD C OR D.

8" HDPE

45° BEND

FLOW

REMOVABLE PVC

THREADED PLUG

8" HDPE WYE

8" HDPE ADIT

DRAIN PIPE

ELECTRONIC MARKER

PVC THREADED CAP

8" HDPE PIPE

2'

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LL 0 10FEET

INFILTRATION BASIN - SECTION

1" = 10'

BEDDING GRAVEL

TYPE IV-A

GEOTEXTILE

UNDISTURBED

MATERIAL

INFILTRATION BASIN - SECTION

1" = 10'

8-INCH HDPE PERF PIPE

4'1

0.5

0.5

18'

3'

2'

EXISTING GROUND

5' MIN.

COMPACTED

BACKFILL

4'

0.5

0.5

5' MIN. 3'

4'

25'10'

8" ADS N-12 HDPE OR

EQUIV. ADIT DRAIN PIPE

8" ADS N-12 HDPE PERF PIPE OR EQUIV.

BEDDING GRAVEL

EXISTING GROUND

COMPACTED

BACKFILL

UNDISTURBED

MATERIAL

OVERFLOW DRAIN

1% MIN. TO DAYLIGHT

TYPE IV-A GEOTEXTILE

BEDDING GRAVEL

8-INCH HDPE PERF PIPE

ADIT DRAINAGE

8-INCH HDPE

25'

18'

10'

10'

BEDDING GRAVEL

2'-8"

4' MIN.

5'-8"

DRAIN PIPE TRENCH - SECTION

1" = 5'

1' MIN. BEDDING GRAVEL

ALL SIDES

8" ADS N-12 OR EQUIV.

HDPE DRAIN PIPE

UNDISTURBED

MATERIAL

TYPE IV-A GEOTEXTILE

EXISTING GROUND

COMPACTED BACKFILL

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6- A di t D ra in ag e

In fil tra tio n B as in

D et ai ls

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NOTES

1. USE ADS N-12 OR EQUIVALENT SMOOTH HDPE

PIPE FOR UNDERDRAIN.

2. BEDDING GRAVEL SHALL CONFORM TO THE

FOLLOWING SPECIFICATION:

SIEVE SIZE % PASSING (BY WT.)

1.5" 100 1" 80-100 #4 35-70 #20 10-20 #40 0-5

3. BACKFILL MATERIAL SHALL EXCEED 95

PERCENT OF MAXIMUM DENSITY AS

DETERMINED BY AASHTO T99, METHOD C OR D.

0 10FEET

LULU PASS ROAD

3214B

FISHER MOUNTAIN ROAD

SCOTCH BONNET ROAD

FISHER MOUNTAIN ADMIN.

DAISY PASS ROAD

ROAD WORK WILL CONTINUE

APPROX. 0.18 MILES.

SEE ROAD LOG

ROAD WORK WILL CONTINUE

APPROX. 0.25 MILES.

SEE ROAD LOG

LULU PASS ROAD

(GLENGARRY SWITCHBACKS)

P16C-E

P16C-W

SHEEP MOUNTAIN ROAD

P16C-E

FISHER CREEK

0 600FEET

Roads Where No Work is Proposed

LEGEND

Close Road, Recontour, Seed, Fertilize, Erosion Blankets

Open Road For High-Clearance Vehicles; Drain, Spot Surfacing, and Turnpike Where Needed.

(Maintenance Level 2)

Open Road for Passenger Cars - Improve Drainage, Ditch Relief Culverts, Rock Check Dams, Fill Slope Revegetation (Maintenance Level 3)

Existing Trail

No Road Log

Private Land

M. Reeb Ownership - Private

Permanent Stream

Permanent Stream

BOUNDRY MAP LEGEND

A B

D F

E G

C

G :\P ro je ct s\

U S

FS

\N ew W or ld

\1

-7

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W or ld

9-

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A D

\S he et Fi le s\

C -0

7- R oa d

R ec la m at io n P an el s.

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3219A

BULL OF THE WOODS ROAD

LAKE ABUNDANCE ROAD

SOUTH HENDERSON

MOUNTAIN ROAD

McLAREN VIEW ROAD

CROWN BUTTE ROAD

DAISY PASS ROAD

FISHER MOUNTAIN ROAD

P16 C-W

HENDERSON MOUNTAIN ROAD

UPPER HENDERSON

MOUNTAIN ROAD

MILLER CREEK-CROWN

BUTTE CONNECTOR ROAD

ROAD WORK WILL CONTINUE

APPROX. 0.74 MILES.

SEE ROAD LOG

DAISY CREEK

0 600FEET

PARKING LOT

Roads Where No Work is Proposed

LEGEND

Close Road, Recontour, Seed, Fertilize, Erosion Blankets

Open Road For High-Clearance Vehicles; Drain, Spot Surfacing, and Turnpike Where Needed.

(Maintenance Level 2)

Open Road for Passenger Cars - Improve Drainage, Ditch Relief Culverts, Rock Check Dams, Fill Slope Revegetation (Maintenance Level 3)

Existing Trail

No Road Log

Private Land

M. Reeb Ownership - Private

Permanent Stream

Permanent Stream

BOUNDRY MAP LEGEND

A B

D F

E G

C

G :\P ro je ct s\

U S

FS

\N ew W or ld

\1

-7

- N ew

W or ld

9-

A ct iv iti es \C

A D

\S he et Fi le s\

C -0

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R ec la m at io n P an el s.

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GOOSE LAKE ROAD

HENDERSON MOUNTAIN ROAD

LULU PASS ROAD

GOLD DUST

SOUTH HENDERSON

MOUNTAIN ROAD

CHICAGO MILLSITE ROAD

P16C-E

UPPER HENDERSON

MOUNTAIN ROAD

UPPER LADY OF

THE LAKE TRAIL

FISHER CREEK

0 600FEET

GOVERNMENT FURNISHED

BOULDER SOURCE

ADDITIONAL REGRADING REVEGETATION AND

BOULDER PLACEMENT AT THE DIRECTION OF CO.

SEE ITEM 5.12 OF CONTRACT DOCUMENTS.

Roads Where No Work is Proposed

LEGEND

Close Road, Recontour, Seed, Fertilize, Erosion Blankets

Open Road For High-Clearance Vehicles; Drain, Spot Surfacing, and Turnpike Where Needed.

(Maintenance Level 2)

Open Road for Passenger Cars - Improve Drainage, Ditch Relief Culverts, Rock Check Dams, Fill Slope Revegetation (Maintenance Level 3)

Existing Trail

No Road Log

Private Land

M. Reeb Ownership - Private

Permanent Stream

Permanent Stream

BOUNDRY MAP LEGEND

A B

D F

E G

C

G :\P ro je ct s\

U S

FS

\N ew W or ld

\1

-7

- N ew

W or ld

9-

A ct iv iti es \C

A D

\S he et Fi le s\

C -0

7- R oa d

R ec la m at io n P an el s.

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3226A

3226B

DAISY PASS ROAD

LOWER CROWN BUTTE ROAD

BLACK WARRIOR ROAD

CROWN BUTTE ROAD 3228

SOUTH HENDERSON MOUNTAIN ROAD

MILLER CREEK-CROWN

BUTTE CONNECTOR ROAD

HORN MILLER

ROAD

GO DOWN ROAD

MILLER CREEK ROAD

LONGSTREET ROAD

P16C-W

COTTAGE ROAD

MILLER CREEK

0 600FEET BEGIN ROAD OBLITERATION

BEGIN ROAD

OBLITERATION

BEGIN ROAD OBLITERATION.

SHALL BE FIELD LOCATED AT

THE DIRECTION OF THE CO.

Roads Where No Work is Proposed

LEGEND

Close Road, Recontour, Seed, Fertilize, Erosion Blankets

Open Road For High-Clearance Vehicles; Drain, Spot Surfacing, and Turnpike Where Needed.

(Maintenance Level 2)

Open Road for Passenger Cars - Improve Drainage, Ditch Relief Culverts, Rock Check Dams, Fill Slope Revegetation (Maintenance Level 3)

Existing Trail

No Road Log

Private Land

M. Reeb Ownership - Private

Permanent Stream

Permanent Stream

BOUNDRY MAP LEGEND

A B

D F

E G

C

G :\P ro je ct s\

U S

FS

\N ew W or ld

\1

-7

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W or ld

9-

A ct iv iti es \C

A D

\S he et Fi le s\

C -0

7- R oa d

R ec la m at io n P an el s.

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ROMMEL MILL ROAD

UPPER LADY OF THE

LAKE TRAILHEAD

HENDERSON MOUNTAIN ROAD

LULU PASS ROAD

P

C -E

LOWER COUNTY CONNECTOR

LONGSTREET ROAD

UPPER LADY OF

THE LAKE TRAIL

FISHER CREEK

0 600FEET

PARKING AREA

Roads Where No Work is Proposed

LEGEND

Close Road, Recontour, Seed, Fertilize, Erosion Blankets

Open Road For High-Clearance Vehicles; Drain, Spot Surfacing, and Turnpike Where Needed.

(Maintenance Level 2)

Open Road for Passenger Cars - Improve Drainage, Ditch Relief Culverts, Rock Check Dams, Fill Slope Revegetation (Maintenance Level 3)

Existing Trail

No Road Log

Private Land

M. Reeb Ownership - Private

Permanent Stream

Permanent Stream

BOUNDRY MAP LEGEND

A B

D F

E G

C

G :\P ro je ct s\

U S

FS

\N ew W or ld

\1

-7

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W or ld

9-

A ct iv iti es \C

A D

\S he et Fi le s\

C -0

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MILLER CREEK ROAD

DAISY PASS ROAD

MILLER CREEK-CROWN

BUTTE CONNECTOR ROAD

P16C-WCOTTAGE ROAD

ROAD WORK WILL CONTINUE

APPROX. 0.47 MILES.

SEE ROAD LOG

MILLER CREEK

SHEEP CREEK

0 600FEET

Roads Where No Work is Proposed

LEGEND

Close Road, Recontour, Seed, Fertilize, Erosion Blankets

Open Road For High-Clearance Vehicles; Drain, Spot Surfacing, and Turnpike Where Needed.

(Maintenance Level 2)

Open Road for Passenger Cars - Improve Drainage, Ditch Relief Culverts, Rock Check Dams, Fill Slope Revegetation (Maintenance Level 3)

Existing Trail

No Road Log

Private Land

M. Reeb Ownership - Private

Permanent Stream

Permanent Stream

BOUNDRY MAP LEGEND

A B

D F

E G

C

G :\P ro je ct s\

U S

FS

\N ew W or ld

\1

-7

- N ew

W or ld

9-

A ct iv iti es \C

A D

\S he et Fi le s\

C -0

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R ec la m at io n P an el s.

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7006A

3227A

LULU PASS ROAD

LOWER COUNTY CONNECTOR

DAISY PASS ROAD

UPPER COUNTY CONNECTORALICE E. ROAD

HWY 212

P16C-E

P16C-W

P16C-W

P16C-W

SODA BUTTE CREEK

M

ILLER CREEK

QUARRY MATERIAL

STOCKPILES

0 600FEET

Roads Where No Work is Proposed

LEGEND

Close Road, Recontour, Seed, Fertilize, Erosion Blankets

Open Road For High-Clearance Vehicles; Drain, Spot Surfacing, and Turnpike Where Needed.

(Maintenance Level 2)

Open Road for Passenger Cars - Improve Drainage, Ditch Relief Culverts, Rock Check Dams, Fill Slope Revegetation (Maintenance Level 3)

Existing Trail

No Road Log

Private Land

M. Reeb Ownership - Private

Permanent Stream

Permanent Stream

BOUNDRY MAP LEGEND

A B

D F

E G

C

G :\P ro je ct s\

U S

FS

\N ew W or ld

\1

-7

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W or ld

9-

A ct iv iti es \C

A D

\S he et Fi le s\

C -0

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R ec la m at io n P an el s.

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P

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0/

B Y

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IC

H A

E L.

H A

TT

N

B

A

C

D

F

ORIGINAL ROAD GRADE

FINISHED ROAD

GRADE

A 15'

B C

ROUNDED

ROUNDED

ORIGINAL ROAD GRADE

FED

15'

FINISHED ROAD GRADE

15' 75'

30°

SHOULDER

SHOULDER

A B C

D E F

BOTTOM OF DIP

BREAK W/

GRADE LINE

INTERSECT W/

GRADE LINE

CL

CUT SIDE

FILL SIDE

DOWNGRADE

60'

4"

1.0'

DOW

N

CL

ORIGINAL SLOPE LINE

GRADE

15'

15'

60'

75' 1'

4"

5' 5' SPILLWAY WHERE SPECIFIED

SPILLWAY WHERE SPECIFIED

ORIGINAL GRADE

LINE

75'

60'

9A

PERSPECTIVE VIEW

Not To Scale

9A

PLAN OF DRAIN DIP

Not To Scale

9A

ROAD PROFILE ALONG CUT SIDE OF DRAIN DIP

Not To Scale

9A

ROAD PROFILE ALONG FILL SIDE OF DRAIN DIP

Not To Scale

NOTES:

1. FINAL LOCATION OF DRAIN DIPS WILL BE APPROVED BY THE CO

PRIOR TO CONSTRUCTION OF DIPS.

2. EXCESS EXCAVATION FROM DRAIN DIPS SHALL BE

INCORPORATED IN THE ADJACENT ROAD SURFACE. UNSUITABLE

EXCAVATION SHALL BE WASTED EVENLY OVER THE FILL, AND ALL

DISTURBED AREAS SHALL BE REVEGETATED.

3. VERTICAL CUTS AT "B" AND "E" SHALL BE BELOW THE HORIZONTAL

ELEVATIONS OF "A" AND "D".

G :\P ro je ct s\

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D ip

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A

C

D

F

ORIGINAL ROAD GRADE

FINISHED ROAD

GRADE

A 15'

B C

ROUNDED

ROUNDED

ORIGINAL ROAD GRADE

FED

15'

FINISHED ROAD GRADE

15' 75'

30°

SHOULDER

SHOULDER

A B C

D E F

BOTTOM OF DIP

BREAK W/

GRADE LINE

INTERSECT W/

GRADE LINE

CL

CUT SIDE

FILL SIDE

DOWNGRADE

60'

4"

1.0'

DOW

N

CL

ORIGINAL SLOPE LINE

GRADE

15'

15'

60'

75' 1'

4"

5' 5'

SPILLWAY WHERE SPECIFIED

SPILLWAY WHERE SPECIFIED

ORIGINAL GRADE

LINE

75'

60'

3-INCH RIPRAP

8" DEEP

E

SUB-EXCAVATE BOTTOM DIP 8"

FOR 3-INCH RIPRAP

SUB-EXCAVATE BOTTOM DIP 8"

FOR 3-INCH RIPRAP

9B

PERSPECTIVE VIEW

Not To Scale

9B

PLAN OF DRAIN DIP

Not To Scale

9B

ROAD PROFILE ALONG CUT SIDE OF DRAIN DIP

Not To Scale

9B

ROAD PROFILE ALONG FILL SIDE OF DRAIN DIP

Not To Scale

NOTES:

1. FINAL LOCATION OF DRAIN DIPS WILL BE APPROVED BY THE CO

PRIOR TO CONSTRUCTION OF DIPS.

2. EXCESS EXCAVATION FROM DRAIN DIPS SHALL BE

INCORPORATED IN THE ADJACENT ROAD SURFACE. UNSUITABLE

EXCAVATION SHALL BE WASTED EVENLY OVER THE FILL, AND ALL

DISTURBED AREAS SHALL BE REVEGETATED.

3. VERTICAL CUTS AT "B" AND "E" SHALL BE BELOW THE HORIZONTAL

ELEVATIONS OF "A" AND "D".

G :\P ro je ct s\

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A

C

D

F

DOW

N

CL

ORIGINAL SLOPE LINE

GRADE

10'

10'

25'

31' 3.1'

4"

SPILLWAY WHERE SPECIFIED

SPILLWAY WHERE SPECIFIED

ORIGINAL GRADE

LINE

E

30°

SHOULDER

SHOULDER

A B C

D E F

BOTTOM OF DIP INTERSECT W/

GRADE LINE

INTERSECT W/

GRADE LINE

CL

CUT SIDE

FILL SIDE

DOWNGRADE

25'

3-INCH RIPRAP

CBA

ED F

31'10'

10-20% GRADE

FINISHED ROAD GRADE

SUB-EXCAVATE FOR 3-INCH

RIPRAP AGGREGATE, 8" DEEP

ROUNDED

ORIGINAL ROAD GRADE

5' 5'

10'

ROUNDED

2.

7'

1.0'

ORIGINAL ROAD GRADE

10-20% GRADE

FINISHED ROAD GRADE

SUB-EXCAVATE FOR CLASS 1 RIPRAP

WITH 3" MINUS AGGREGATE, 1' DEEP

5'5'SUB-EXCAVATE FOR 3" MINUS

AGGREGATE, 8" DEEP

5'

9C

PERSPECTIVE VIEW

Not To Scale

9C

PLAN OF DRAIN DIP

Not To Scale

9C

ROAD PROFILE ALONG CUT SIDE OF DRAIN DIP

Not To Scale

9C

ROAD PROFILE ALONG FILL SIDE OF DRAIN DIP

Not To Scale

NOTES:

1. FINAL LOCATION OF DRAIN DIPS WILL BE APPROVED BY THE CO

PRIOR TO CONSTRUCTION OF DIPS.

2. EXCESS EXCAVATION FROM DRAIN DIPS SHALL BE

INCORPORATED IN THE ADJACENT ROAD SURFACE. UNSUITABLE

EXCAVATION SHALL BE WASTED EVENLY OVER THE FILL, AND ALL

DISTURBED AREAS SHALL BE REVEGETATED.

3. VERTICAL CUTS AT "B" AND "E" SHALL BE BELOW THE HORIZONTAL

ELEVATIONS OF "A" AND "D".

31'

25'

3.

1'

1.5'

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5'

AS STAKED

6'

1'

FILL SURFACE FILL SURFACE

4'

AS STAKED

9D

ARMORED CUT & FILL SPILLWAYS SECTION VIEW

Not To Scale

9D

ARMORED SPILLWAY SECTION VIEW

Not To Scale

9D

ARMORED ROADSIDE DITCH

Not To Scale

NOTES:

1. LOCATION WILL BE APPROVED BY THE CO.

2. EXCAVATED MATERIAL SHALL BE INCORPORATED ON

THE ADJACENT ROAD SURFACE. UNSUITABLE

EXCAVATION SHALL BE WASTED EVENLY OVER THE FILL.

3. DO NOT PLACE ROCK ON SLOPES STEEPER THAN

1.5H:1V

4. SUBGRADE MATERIAL SHALL MEET COMPACTION

REQUIREMENTS AS DISCUSSED IN SECTION 203.15.

18"

1'

1'

2-4% INSLOPE ROAD SURFACE

CUT SLOPE

FILL SPILLWAY WHERE

SPECIFIED

DRAINAGE

DIP OR

CULVERT

ROAD SURFACECUT SPILLWAY WHERE

SPECIFIED

CUT SLOPE

18"

3-INCH RIPRAP, 12" DEEP

WIDTH PER ROAD LOGS

4'

FILL SLOPE

18"

CLASS 3 RIPRAP

SELECT BORROW

6" THICK

1'

ORIGINAL GRADE

TIE INTO EXISTING GROUND

CLASS 4 RIPRAP

ENERGY DISSIPATER

SELECT BORROW

6" THICK

CLASS 3 RIPRAP

TIE INTO EXISTING GROUND

FINAL GRADE FOR ROADSIDE

DITCH WITHOUT ARMORLEAVE BERM ALONG FILL SHOULDER

FROM EXCESS EXCAVATED MATERIAL

CLASS 1 RIPRAP

SELECT BORROW

3" THICK

CLASS 3 RIPRAP

SELECT BORROW

6" THICK

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S pi llw ay

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A V

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Y :M

A R

Y .B

SAME AS

STREAM GEOMETRY

AVERAGE STREAM GRADIENT

3'

3'

ROADWAY

ROAD

SHOULDER

SHOULDER

TOP OF CUT

MAX 40'

V A

R

IE

S

2:1 1.5:1

1:1

FILL

NOTES:

1. ROUGH GRADE CUT AND/OR FILL SURFACE TO REMOVE

GULLIES OR RILLS

2. FERTILIZE WITH INORGANIC FERTILIZER AS SPECIFIED

3. APPLY COMPOST TO CUT AND/OR FILL SURFACE AND

INCORPORATE TO 3 INCHES

4. SEED AND INSTALL EROSION BLANKET

5. WORK TO BE CONDUCTED GENERALLY BETWEEN MP 2.2 AND

3.1

9E

ARMORED FORD - SECTION VIEW

Not To Scale

9E

ARMORED FORD - PROFILE VIEW

Not To Scale

9E

J-HOLE TURNAROUND

Not To Scale

9E

DAISY PASS ROAD RECLAMATION (TYP) SECTION

Not To Scale

ROAD SURFACE

ROAD SURFACE

NOTES:

1. LOCATION WILL BE APPROVED BY CO.

2. EXCAVATED MATERIAL SHALL BE INCORPORATED ON THE ADJACENT

ROAD SURFACE. UNSUITABLE EXCAVATION SHALL BE WASTED EVENLY

OVER THE FILL, AND ALL DISTURBED AREAS SHALL BE REVEGETATED.

NOTES:

1. LOCATION WILL BE APPROVED BY THE CO.

2. EXCAVATION FROM J-HOLE SHALL BE INCORPORATED IN THE ADJACENT ROAD SURFACE.

UNSUITABLE EXCAVATION SHALL BE WASTED EVENLY OVER THE FILL.

3. CONSTRUCT ON CUT SIDE ONLY.

TRAVELED ROAD

SURFACE

18"

18"

15'

30'

R5' R5'

GATE OR

BARRIER

TIE TO EXISTING GROUND

CREEK THALWEG

CLASS 4 RIPRAP

SELECT BORROW, 6" THICK

CLASS 3 RIPRAP

TIE TO EXISTING

GROUND

DRIVABLE RADIUS

CLASS 3 RIPRAP

SELECT BORROW

DRIVABLE RADIUS

BORROW DITCH

MAX 12'

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C -0

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J -H ol e.

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26.25'

13' 13'

R O

A D

W

ID

TH

4%

4%

ROADWAY WIDTH

SEE PLAN

2'

FLOW

FLOW

FLOW

5.0'

1.

D

D

3H:1V

6.0'

1.

0'

2.

0'

6.0'

2.0'

.0

3H:1V

3H:1V

B 9F

CULVERT SECTION

Not To Scale

9F

LAKE ABUNDANCE CULVERT APRON AT MP 1.19 - DETAIL

Not To Scale

9F

BERM - DETAIL

Not To Scale

9F

STANDARD TURNOUT - LEFT OR RIGHT

Not To Scale

9F

CROWNED TURNPIKE SECTION WITH DITCH

Not To Scale

9F

LAKE ABUNDANCE CULVERT AT MP 1.19 - PLAN VIEW

Not To Scale

3H:1V

18" DIA. CULVERT

12" CLASS 1 RIPRAP

TURNOUT AREA

12" CLASS 1 RIPRAP

SELECT BORROW, 3" THICK

MATCH EXISTING GROUND

ORIGINAL

SURFACE VARIES

SLOPE VARIESSLOPE VARIES

SEE AND

BERM - SEE

CULVERT

BERM - CLASS 1 RIPRAP OR AS SPECIFIED

SEE DETAIL THIS SHEET ROADWAY

GEOTEXTILE

CLASS 1 RIPRAP OR

AS SPECIFIED

GEOTEXTILE

3" MINUS AGGREGATE OR GRAVEL PIPE BEDDING

INLET AT CHANNEL BOTTOM (NO STEP UP)

CHANNEL SURFACE

A 9F

CULVERT APRON

Not To Scale

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\1

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W or ld

9-

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A D

\S he et Fi le s\

C -0

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LL

NOTES:

1. SUBGRADE MATERIAL SHALL MEET COMPACTION

REQUIREMENTS AS DISCUSSED IN SECTION 203.15.

ELEVATION

FL

O

W

PLAN

6' MAX

2' -6

2'

5'

NOTE:

1. SILT FENCE, CONTECH NON-WOVEN GEOTEXTILE

C-50NW OR EQUIVALENT APPROVED BY CO

2.

5'

2'

5'

8"

OVERLAP EDGES

STRAW BALE DETAIL

Not To Scale

SILT FENCE DETAIL

Not To Scale

SILT FENCE (TYP.) SECTION

Not To Scale

SILT FENCE MATERIAL. (SEE NOTE 1)

USE STAPLES OR WIRE RINGS @ 24"

O.C. TO ATTACH FABRIC TO WIRE

2"X 2"X 14GA. WIRE FABRIC OR

EQUIVALENT APPROVED BY CO

TOP OF FABRIC

GROUND LEVEL

BURY BOTTOM OF SILT

FENCE MATERIAL IN 8"X

12" TRENCH.

STEEL FENCE POSTS

2"X 2"X 14GA. WIRE FABRIC OR

EQUIVALENT APPROVED BY CO

SILT FENCE MATERIAL (SEE DETAIL)

BACKFILLED TRENCH

STAKE AND

ENTRENCH

STRAW BALESANGLE STAKE

TOWARD PREVIOUSLY

PLACED BALE

PROVIDE SUFFICIENT

LENGTH TO PREVENT

WATER FROM FLOWING

AROUND THE BARRIER

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9-

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E ro si on

C on tro l.d w g

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