F-Sheets.pdf

QUANTITIES

EROSION CONTROL

TABULATION OF

F.1

STATE PROJECT

NUMBER

SHEET

WY

PRA YELL 10(19)

P

M

F e b r u a r y

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d y e ll d a .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522 item as staked

Erosion control wetland

Existing wetland

Existing item as staked

Erosion control

Wetland area mitigation 12" Approx.

6" Approx.

or Roadway obliteration

Roadway excavation wetland sod

Placed

4.

3.

2.

1.

204.05, 211.04, 623.02(c), & 627.06(d) wetland mitigation areas. See Sections

Conserve wetland sod for use in

0 7480

5 3 b s s s s s s s s d d s s b s s

8 1 s s s s s s s a s

2 1 s s s s s s s0 s s s s s

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

Fiber roll

Clearing limits

Slope stake limits

Silt fence

Clearing limits

Slope stake limits

W et la nd m iti ga tio n ar ea

W et la n d m it ig at io n a re a

Wetland or Stream Impact

LC

NOTE:

Wetland mitigation area

Eleocharis

Thermal boundary

Thermal boundary

O bs id ia n

Cr ee k

Obsidian

Creek

Wetland Mitigation area

Wetland impacts

Brush blanket Check dam

LEGEND

Fiber roll

Silt fence

Fiber roll

Silt fence

118 Wetland ID number

Rock cut

Protect trees

Protect trees FOOTNOTE:

Wetland mitigation area

Inlet Protection

Plastic Fence number (typ.)

YNP wetland identfication

See K.3 for Brush Blanket slope treatment.

Do not drive stakes.

Use sand bags to position fiber roll in thermal areas.

See Sheets F.12 for Fiber Roll Layout

Conserve wetland sod as directed by CO.

See K.4 for Compound Cut Detail.

See L Sheets for Roadway Obliteration.

See K.4 for Compound Cut Detail.

See L Sheets for Roadway Obliteration.

306+75 TO 360+00

SOIL EROSION CONTROL

N

N

BEGIN PROJECT

TYPICAL DETAIL

F.2

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll d b .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

306+75

WY PRA YELL 10(19)

WETLAND SOD CONSERVATION & PLACEMENT

(NTS)

a b d d b

004MIT

003MIT

ngg109001MIT

002MIT

ngg108

4.

3.

2.

1.

7520 752

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

360+00 TO 420+00

SOIL EROSION CONTROL

Thermal boundary

F.3

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll d c .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Wetland or Stream Impact

Wetland Mitigation area

Brush blanket Check dam

LEGEND

Fiber roll

Silt fence

118 Wetland ID number

Inlet Protection

Plastic Fence

NOTE:

See K.3 for Brush Blanket slope treatment.

Do not drive stakes.

Use sand bags to position fiber roll in thermal areas.

See Sheets F.12 for Fiber Roll Layout

Conserve wetland sod as directed by CO.

N

N

Fiber roll

Clearing limits

Clearing limits

Slope stake limits

Slope stake limits

Wetland mitigation area

Stream

NGG096s

Stream

NGG226S

Silt fence

Fiber roll

Fiber roll

Wetland mitigation area

Fiber roll

VEGETATION BUFFER

VEGETATION BUFFER

096S

6S

233S

233S 093

233S

233S ngg097

2.

1.

7400 7400

7420 7420

093D

096S

096S

091D

096s

096S

096S

096S

096S 096S

096S

096S

096S

096S

096S

096S

096S

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

Fiber roll

Clearing limits

Clearing limits

Slope stake limits

Slope stake limits

NGG096s

Obsidian Creek

Obsidian C reek

Culvert Headwall Repair

See G.5 for Obsidian Cliff

See Sheet F.7

Obsidian Cliff Trail and Parking

Wetland or Stream Impact

Wetland Mitigation area

Brush blanket Check dam

LEGEND

Fiber roll

Silt fence

118 Wetland ID number

Inlet Protection

Plastic Fence

NOTE:

See K.3 for Brush Blanket slope treatment.

Do not drive stakes.

Use sand bags to position fiber roll in thermal areas.

See Sheets F.12 for Fiber Roll Layout

Conserve wetland sod as directed by CO.

420+00 TO 480+00

SOIL EROSION CONTROL

N N

Silt fence

Fiber roll

F.4

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll d d .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

2.

1.

1S

S

221S

221S

1S

S

S

S

S

077083 083

221S 221S

212216

1S

S

S

S

078D

S

078D

1S

S

221S

S

221S

S

BM

C U

S C

G S

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

NGG076s

NGG221s

NGG077s

See Sheet F.7

Mt. Holmes Parking

Wetland or Stream Impact

Wetland Mitigation area

Brush blanket Check dam

LEGEND

Fiber roll

Silt fence

118 Wetland ID number

Inlet Protection

Plastic Fence

NOTE:

FOOTNOTE:

See K.3 for Brush Blanket slope treatment.

Do not drive stakes.

Use sand bags to position fiber roll in thermal areas.

See Sheets F.12 for Fiber Roll Layout

Conserve wetland sod as directed by CO.

As approved by the C.O.

VEGETATION BUFFER

VEGETATION BUFFER

VEGETATION BUFFER

VEGETATION BUFFER

480+00 TO 540+00

SOIL EROSION CONTROL

N

N

Slope stake limits

Clearing limits

Clearing limits

Silt Fence

Wetland area mitigation

Ob s i d ian Creek

O b s id ia n C r e e k

511+50

WY PRA YELL 10(19)

SUSPEND SCHEDULE A

Silt fence

Silt fence

CULVERT WORK

AREA FOR APPOLINARIS

APPROXIMATE DISCHARGE

Fiber roll

F.5

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll d e .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Stream Work G.6 & G.7

Apollinaris Box Culvert &

Plastic fence

2.

1.

73207320

7340 7340

0 7

72657265

07270

727072

757275

72857285

074D 065

065D

046B

046046

S

056056

S

096S

S

071S046

070070

068068

057S7

S

S

S

096s

06906906 S

074D074D

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

5 5

12000

NGG073s

NGG057s4

NGG069s

NGG096s

N

Silt fence

Silt fence

Silt fence

STOCK PARKING AREA

AND GLEN CREEK

540+00 TO 556+50

SOIL EROSION CONTROL

F.6

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll d f.

d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Sheet G.8 & G.9

Glen Creek Culvert

See Sheet F.8

Moose Exhibit

Wetland or Stream Impact

Wetland Mitigation area

Brush blanket Check dam

LEGEND

Fiber roll

Silt fence

118 Wetland ID number

Inlet Protection

Plastic Fence

NOTE:

See K.3 for Brush Blanket slope treatment.

Do not drive stakes.

Use sand bags to position fiber roll in thermal areas.

See Sheets F.12 for Fiber Roll Layout

Conserve wetland sod as directed by CO.

N

Silt fence

Clearing limits

Slope stake limits

Wetland mi tigation a rea 556+50

WY PRA YELL 10(19)

GLEN CREEK STOCK PARKING AREA

SUSPEND SCHEDULE B

8010+00

WY PRA YELL 10(19)

8000+00

WY PRA YELL 10(19)

RESUME SCHEDULES A & B

END SCHEDULES A & B

Silt fence

Silt fence

Fiber roll

G le n

C re e k

2.

1.

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

096s

093D

Slope stake limits

Clearing limits

Slope stake limits

Silt fence

Inlet protection

Fiber roll

Wetland or Stream Impact

Wetland Mitigation area

Brush blanket Check dam

LEGEND

Fiber roll

Silt fence

118 Wetland ID number

Inlet Protection

Plastic Fence

NOTE:

See K.3 for Brush Blanket slope treatment.

Do not drive stakes.

Use sand bags to position fiber roll in thermal areas.

See Sheets F.12 for Fiber Roll Layout

Conserve wetland sod as directed by CO.

PARKING AREA

MT. HOLMES

AND PARKING AREA

OBSIDIAN CLIFF TRAIL

ke er

C n ai di sb O

N N

F.7

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll d g .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

AND MT. HOLMES

DETAIL OBSIDIAN CLIFF

SOIL EROSION CONTROL

2.

1.

7320 7320

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522 D I

D I

Fiber roll

Plastic fence

Protect wetland mound

NOTE:

See K.3 for Brush Blanket slope treatment.

Do not drive stakes.

Use sand bags to position fiber roll in thermal areas.

See Sheets F.12 for Fiber Roll Layout

Conserve wetland sod as directed by CO.

Wetland or Stream Impact

Wetland Mitigation area

Brush blanket Check dam

LEGEND

Fiber roll

Silt fence

118 Wetland ID number

Inlet Protection

Plastic Fence

N

DETAIL MOOSE EXHIBIT

SOIL EROSION CONTROL

F.8

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll d h .d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

NO SCALE

NOTE:

ELEVATION

PLAN

Flow

Fi ll slo pe

Flow

T o e o f s lo p e

Flow

Varies

Varies m in clearing

Limits of m in compacted soil

Backfilled and

(see Note 4)

Steel or wood post support mesh

Woven wire

Varies

Varies

Varies

Ditch line

Top of ditchslope

FlowFlow

F lo w

Centerline of road m in min. min.

Proposed culvert headwall

Proposed culvert

Plastic fencing support

Fence control, silt fence

Soil erosion

DETAILS

SOIL EROSION CONTROL

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

SOIL EROSION CONTROL, SILT FENCE AND

ASSEMBLY DETAILS FOR

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

SOIL EROSION CONTROL, SILT FENCE AND

PLACEMENT DETAILS FOR

SOIL EROSION CONTROL AT CULVERTS

plastic fence traffic control, Temporary clearing

Limits of

(undisturbed)

Existing ground clearing

Limits of control, silt fence

Soil erosion plastic fence traffic control, Temporary

5' 5'

6" min. trench

4" min.

m in

4.

3.

2.

1.

fo r s p a c in g

S e e n o te

Geotextile devices in the field.

The CO may adjust the final location of all soil erosion control

6' (max.) spacing without woven wire support mesh.

10' (max.) spacing with woven wire support mesh.

upgrade to prevent water from running around the ends.

Install silt fence along ground contours. Curve ends of silt fence down, supporting posts.

ensure silt fence remains attached to, and does not slide recommendations for installation procedures. All types must long as specified dimensions are satisfied. Follow manufacturer's

Alternate preassembled silt fence options will be allowed as

To be determined by the CO in the field.

Fiber rolls Fiber rolls

Install soil erosion control, fiber rolls at outlet, (approximately 30')

F.9

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll d i.

d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

DITCH GRADE (G)

Ponded water

6%

5%

4%

3%

2%

SPACING

CHECK DAM

SPACING TABLE

CHECK DAM

FOOTNOTE:

NO SCALE

or existing ground

Top of pavement or existing ground

Top of pavement

V-DITCH CROSS-SECTION DETAILS

TRAPEZOIDAL DITCH CROSS-SECTION DETAILS

(G)

GRADE

DITCH

Flow

DRAINAGE DITCH INSTALLATION

DITCHLINE PROFILEDITCHLINE PLAN

Check dam spacing

(S) (S)

Check dam spacing

Top of ditchslope

Top of ditchslope

Top of ditchslope

Top of ditchslope existing bank

Top of cut or existing bank

Top of cut or

Ditchline

Flat bottom ditch

Ditch centerline existing bank

Top of cut or ty p ty p

S (ft)

F.10

STATE PROJECT

J a n u a r y

U

S S u r ft m y fi le s p w p r o d u c ti o n d y e ll d j.

d g n

S J a c k s o n

C

S m it h

C h e c k e d b y

D e s ig n e d b y

Fiber roll or wattle are acceptable.

Approximate length needed is 10 feet.

Approximate length needed is 7 feet.

Do not install check dams where grades are less than 2%.

CHECK DAM DETAILS

SOIL EROSION CONTROL,

Soil erosion control, check dam

Soil erosion control, check dam

Soil erosion control, check dam

Soil erosion control, check dam

NOTE:

1.

as directed by the CO.

Stabilize fiber roll with sand bags instead of stake in thermal areas

NO SCALE

SILT FENCE DROP INLET PROTECTION (TYPE A) GRAVEL AND WIRE MESH

DROP INLET PROTECTION (TYPE B)

BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C)

CURB INLET PROTECTION,

BLOCK AND GRAVEL (TYPE D)

CURB INLET PROTECTION,

WOODEN WEIR (TYPE E)

SECTION A-A

SECTION B-B

SECTION C-C

Filtered water

Use type A inlet protection in sump locations only.

Use type B inlet protection only in sump locations where heavy concentrated flows are not expected.

Do not use where ponding around the structure might cause inconvenience or damage.

Overflow

Filtered water Overflow

C

C

B

B

A A

Bury geotextile to a alternate weight

Sand bag or

Extend mesh

Wire mesh

Wire mesh Concrete block

Wire mesh

Wire mesh

Wire mesh

Drop inlet with grate

Accumulated sediment

Sediment laden runoff

Filtered water

Curb inlet

Concrete block

Gravel filter

Accumulated sediment

Sediment laden runoff

Filtered water

Curb inlet

Curb inlet

Sandbag (typ.)

Wire mesh entire opening length)

Gravel (extends across

Wire mesh

Gravel filter

Gravel filter below ground line to retain concrete blocks

Geotextile

Frame

Drop inlet with grate

Gather excess at corners

Gravel filter

Sediment laden runoff

Accumulated sediment

Emergency overflow

1.

2.

3.

4.

NPS Drwg. No. 101/130820

NPS PMIS Nos. 86308 & 2131522

157-2

STANDARD APPROVED FOR USE 6/2005

DRAFT: 3/2014

REVISED:

INLET PROTECTION

TEMPORARY

For gravel filters use 2"- 3" diameter coarse aggregate.

" openings.2 1" x 2

1Use wire mesh with 12" (typ.)

min.

18" m in m a x depth of 8" (min.)

2" x 2" wood frame

12" 18"

2" x 4" anchor (typ.)

6'

2" x 4" weir

2" x 4" spacer (typ.)

2'-0"

2"

12" min.

2" x 4" wood frame

2" x 4" wood stud, used

STATE PROJECT

NUMBER

SHEET

F.11

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PRA YELL 10(19) WY

A

J a n u a r y

U

S m y fi le s p w p r o d u c ti o n d y e ll d l.

d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

Drive stakes at each end and at 4' spacing

(ft)

(ft)

Excavate trench 2"

REVISED:

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 10/2014

FIBER ROLL

W157-21

3' min.

3' min. or m in

M in t o

1" x 1" Wood stake

3" to 5"

A

J a n u a r y

U

S m y fi le s p w p r o d u c ti o n d y e ll d m .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

F.12 PRA YELL 10(19) WY

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

ELEVATION

Direction of runoff Fi ll slo pe

Flow

PLAN

Spacing Slope

STAKES REQUIRED

disturbed areas

Runoff from

1:1

1:2

1:3

1:4 or flatter as specified in plans

2.

1.

DRAINAGE DITCH INSTALLATION

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

Fiber roll length for each roll

Stakes required

FIBER ROLL SPACINGStep 2: Backfill soil against fiber rolls and install fiber rolls

Step 1: Excavate trench

FIBER ROLL STAKING DETAIL

conditions.

Use drainage ditch installation only in low flow permanent installations.

roll while staking. Live stakes may be used for until fiber roll is secure to slope. Do not crush

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

NOTE:

NO SCALE

Fiber roll larger than fiber roll

Existing ground (typ.)

Stagger joints (typ.)

Existing ground

Fiber roll along contours.

Install fiber rolls

Flow direction to end, without overlapping the ends

Abut adjacent fiber rolls tightly, end

Install fiber rolls snugly into trench.

soil to ground level

Backfilled and compacted

Slope

Stake and entrench fiber roll water from flowing around the fiber roll

Provide sufficient length to prevent sp ac in g ch ar t

S ee f ib er r ol l

Direction of runof f from distur bed area s