Preliminary_Plans_WY_PRA_GRTE_10(12)_PlanSet_2_of_2.pdf

,6

.1

-2.3000%

,6

.5

,6

.6

-3.0000%

-6.3667%

100' VC

K = 30

SSD = 370'

,6

.8

80' VC

K = 33

SSD = 483'

P O

T

.0

P C

.0

P T

.8

P C

.6

PT 3+77.08

CONNECTION DETAIL

Edge of shoulder

Sawcut

PLAN

LC

Edge of traveled way

Existing asphalt

Outside Highway

Edge of shoulder pavement structure see Sheet C.4 for

Schwabacher Road

A

A pavement structure see Sheet C.4 for

Schwabacher Road pavement structure see Sheet C.2 for

Outside Highway

SECTION A-A

SCHWABACHER ROAD

BEGIN

1+16.00

WY PRA GRTE 10(12)

GPS

SCHWAB1

D

R= 100.00'

T= 58.43'

D

R= 50.00'

T= 101.88'

50' R

R

Slope stake limits

Line to be constructed

NOTE:

Typical Section.

See Sheet C.4 for Schwabacher Road

FOOTNOTE:

1.

NAME NORTHING EASTING ELEVATION

SCHWAB1 1494515.820 2469958.465 6674.734

CONTROL POINTS

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

El=6674.14

E=2469884.7812

N=149435101962

CUYD

EXC.

CUYD

EMB.

3+00 2+00 1+00

D.14

STATE PROJECT

NUMBER

SHEET

WY

PRA GRTE 10(12)

P

M

J u ly

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 g r te fn .d g n

C h e c k e d b y

D e s ig n e d b y

N

Existing ground

Profile grade e= 0.020

L= 111.46' e= 0.020

L= 105.75'

Edge of gravel road sheet ___ for detail.

Asphalt turnout. See O u ts id e H ig h w a y

E d g e o f s h o u ld e r

O u ts id e H ig h w a y

See sheet ___ for gate detail.

Sta 1+67 Remove and replace gate.

See Sheet F.2 for Sediment Wattle details.

Match existing.

PRELIM

IN

ARY

Not For

Con str uc tio

-8.8000%

SSD = 483'

,6

.6

-7.3000%

40' VC

K = 27

,6

.7

-9.8000%

80' VC

K = 32

SSD = 472'

,6

.0

140' VC

K = 64

SSD = 562'

-11.9952%

SSD = 562'

,6

.9

-13.4000%

80' VC

K = 57

SSD = 808'

PC 2+65.63

P T

.0

P C

.6

P T

.0

P C

.7

P T

.4

P C

.4

NOTE:

Typical Section.

See Sheet C.4 for Schwabacher Road

FOOTNOTE:

1.

NAME NORTHING EASTING ELEVATION

SCHWAB2 1494510.394 2469340.521 6650.438

CONTROL POINTS

CUYD

EXC.

CUYD

EMB.

9+00 8+00 7+00 6+00 5+00 4+00 3+00

6625 6595

6630 6600

6635 6605

6640 6610

6645 6615

6650 6620

6655 6625

6660 6630

6665 6635

D.15

STATE PROJECT

J u ly

U

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

C h e c k e d b y

D e s ig n e d b y

D

R= 50.00'

T= 101.88'

D

R= 180.00'

T= 38.23'

D

R= 350.00'

T= 32.47'

D

R= 165.00'

T= 198.28'

GPS

SCHWAB2

N

Line to be constructed Slope stake limits

Profile grade

Existing ground Existing ground

Profile grade e= 0.020

L= 111.46' e= 0.020

L= 75.35' e= 0.020 L= 64.76' e= 0.020

L= 289.33'

Edge of gravel road

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

See Sheet F.2 for Sediment Wattle details.

Match existing.

PRELIM

IN

ARY

Not For

Con str uc

P T

.7

P C

.6

P T

.1

P C

.0

P T

.8

,5

.8

-13.1000%

80' VC

K = 267

,5

.8

-1.3000%

140' VC

K = 12

,5

.9

-4.4000%

80' VC

K = 26

SSD = 388'

,5

.6

120' VC

K = 24

NOTE:

Typical Section.

See Sheet C.4 for Schwabacher Road

FOOTNOTE:

1.

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

N

D

R= 165.00'

T= 198.28'

D

R= 300.00'

T= 37.94'

D

R= 350.00' T= 51.78'

Line to be constructed

Slope stake limits

,5

.6

Existing ground

Profile grade

Edge of gravel road e= 0.020

L= 289.33' e= 0.020

L= 75.48' e= 0.020

L= 102.82' method 1 (62 sqyd)

Roadway obliteration, method 1 (25 sqyd)

Roadway obliteration, method 1 (98 sqyd)

Roadway obliteration, Roadway obliteration, method 1 (56 sqyd)

Match existing.

See Sheet F.2 for Sediment Wattle details.

Work to be paid by Item ___3

CUYD

EXC.

CUYD

EMB.

15+0014+0013+0012+0011+0010+00 9+00

6560 6560

6565 6565

6570 6570

6575 6575

6580 6580

6585 6585

6590 6590

6595 6595

6600 6600

D.16

STATE PROJECT

A u g u s t

U

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

C h e c k e d b y

D e s ig n e d b y

A

A

Underdrain

Permeable Aggregate

14+30 to 14+80

LC

Aggregate topsoil

Existing gravel road

Aggregate topsoil

Existing ground

Varies Varies

8' 8'

VariesVa rie s

8-inch Compacted Depth

Roadway Aggregate, Method 1, Concrete, 3-inch Depth

Minor Hot Asphalt

Permeable Aggregate, 24-inch Depth

V :2

H

1V:

2H

2' 2'

UNDERDRAIN SECTION A-A

4 Construct slopes as shown in the Staking Report Data Listing.

B e g in U n d e r d r a in

E n d U n d e r d r a in

PRELIM

IN

ARY

Not For

Con str uc

+0.6500%

,5

.2

-0.7000%

80' VC

K = 59

SSD = 839'

,5

.7

P T

.8

P C

.2

P T

.7

P O

T

.0

NOTE:

Typical Section.

See Sheet C.4 for Schwabacher Road

FOOTNOTE:

1.

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

CUYD

EXC.

CUYD

EMB.

18+0017+0016+0015+00

D.17

STATE PROJECT

J u n e

U

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

C h e c k e d b y

D e s ig n e d b y

N

D

R= 1,500.00'

T= 38.74'

L= 77.46'

Line to be constructed

Slope stake limits

El=6571.75

E=2469030.6033

N=1495146.7749

CONNECTION DETAIL

(NO SCALE)

Existing aggregate surface1

Existing ground

Profile grade

END SCHWABACHER ROAD

Edge of gravel road

50' transition exist. road width to match

See Sheet F.2 for Sediment Wattle details.

Match existing.

Hot Asphalt Concrete, 3" depth

Method 1, 8" depth

Roadway Aggregate, 17+25.00

WY PRA GRTE 10(12)

PRELIM

IN

ARY

Not For

Con str uc

ROAD APPROACH DETAILS

FOOTNOTE:

NO SCALE

Radius length

Roadway aggregate, method 1

:1

Edge of shoulder

CSS-1H, SS-1 or SS-1H

Tack Coat Grade CSS-1, pavement structure

See Sheet C.2 for

Width

R

LC

LC

Edge of shoulder

Edge of traveled way of approach existing pavement

Match edge of of highway

10'

Match existing.

A p p r o a c h r a d iu s l e n g th

Existing asphalt

Existing aggregate surfacing

NOTE:

ROAD APPROACH

PLAN

ROAD APPROACH

SECTION

compacted depth. Type V pavement roughness

0.3 <3 Million ESAL, 2.5"

Nominal Maximum Size Aggregate, -inch 4 3-inch or 2

1Superpave Pavement, NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

E.1

STATE PROJECT

A u g u s t

U

S I n t2

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

C h e c k e d b y

D e s ig n e d b y

LC

Tack transition section

25'16' typ.

Cold recycled asphalt

CONNECTION TO EXISTING PAVED APPROACH

Wedge mill and tack

Sawcut vertical asphalt

Top of existing asphalt

Existing "

S ta r t o f

T u r n o u t

E d g e o f m a in li n e s h o u ld e r

2.5"compacted depth

Type I pavement roughness, Aggregate, 0.3 to <3 million ESAL, -inch Nominal Max. size 4

-inch to 2 1Superpave pavement, incidental to Superpave Pavement item.

Sawcut and wedge milling work is

Quantities shown are approximate.

2.

1.

PRELIM

IN

ARY

Not For

Con str uc

Vehicle Parking Bus and RV Parking

Side Walk

Travelway Travelway

LC

SECTION A-A

Existing pavement grade

Travelway Travelway

LC

Existing pavement grade

SECTION B-B

Existing curbing

Existing curbing

Side Walk

SECTION C-C

Existing pavement grade

TravelwayVehicle ParkingTravelway

Slope to drain

Existing curbing

Varies

12'12'

12' 12' 12'18'

Slope to drain

12'12'

TYPICAL SECTIONS

TURNOUT AND OVERLOOK

Existing curbing

12'

Travelway

1:4 1:4

NO SCALE

Milling, 4-inch Depth

Aphalt Pavement

Milling, 4-inch Depth

Aphalt Pavement

Milling, 4-inch Depth

Aphalt Pavement

E.2

STATE PROJECT

A

J u ly

U

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

C h e c k e d b y

D e s ig n e d b y depth, placed in 2 equal lifts, tack between lifts pavement roughness, 4" compacted

0.3 To < 3 Million ESAL, type V

Nominal Maximum Sized Aggregate, -inch4 3-inch To 2

1Superpave Pavement, depth, placed in 2 equal lifts, tack between lifts pavement roughness, 4" compacted

0.3 To < 3 Million ESAL, type V

Nominal Maximum Sized Aggregate, -inch4 3-inch To 2

1Superpave Pavement, depth, placed in 2 equal lifts, tack between lifts pavement roughness, 4" compacted

0.3 To < 3 Million ESAL, type V

Nominal Maximum Sized Aggregate, -inch4 3-inch To 2

1Superpave Pavement, NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

PRELIM

IN

ARY

Not For

Con str uc

Existing culvert

FOOTNOTE:

NO SCALE

GLACIER VIEW TURNOUT

Outside Highway

Type B, Solid White, typ.

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Existing curb and gutter

Existing curb and gutter

LEGEND

detail this sheet

See pavement connection detail this sheet

See pavement connection

AA

A

B

B see detail this sheet

Solid White, handicap access, Pavement Markings, Type B, PAVEMENT CONNECTION

See Pavement

Structure this sheet

Mainline

Structure Pavement

Top of existing

Aggregate Base

.5

Top of existing pavement

50'

Minor hot asphalt concrete

Existing aggregate base

Existing subgrade

PAVEMENT STRUCTURE

grade pavement

Existing

Tack Coat CSS-1, CSS-1h, SS-1, or SS-1h depth, placed in two equal lifts asphalt concrete, 4" compacted

Mill 4-inch depth and inlay minor hot structure this sheet

See pavement

SECTION B-B

CURB AND GUTTER, TYP.

1:4 asphalt

Top of existing aggregate base

Existing this sheet

See pavement structure asphalt

Edge of existing

SECTION A-A

EDGE, TYP.

Tack coat

Tack coat

Sheet C.1.

Quantity included in Outside Highway Typical Section Quantities, in Outside Highway Typical Section Quantities.

To be completed during Outside Highway paving. Quantity included

See Sheet K.3 for Permanent Pavement Marking Details.

Match existing location.

Type B, Accessibility Symbol, typ.

Pavement Markings, Type B, Solid White, stop line

Pavement Markings, Type B, Solid White, stop line

Pavement Markings, Type B, Solid White, typ.

Pavement Markings, and gutter to remain in place.

Existing concrete curb

See pavement structure detail this sheet.

Superpave Pavement, 12 4-inch to 3 -inch

Nominal Aggregate, 0.3 To < 3 Million ESAL

Top of existing asphalt

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

N

E.3

STATE PROJECT

A u g u s t

U

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

C h e c k e d b y

D e s ig n e d b y

Grade to Drain

Cleaning Drainage Structure

Existing Snow Pole Holder

Install Snow Pole MarkingPRELIM

IN

ARY

Not For

Con str uc

NO SCALE

N

TETON POINT TURNOUT

Existing culvert

Outside Highway

FOOTNOTE:

Type B, Solid White, typ.

Pavement Markings, Type B, Solid White, typ.

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Solid White, stop line

Pavement Markings, Type B, Solid White, stop line

Pavement Markings, Type B, Accessibility Symbol, typ.

Pavement Markings, Type B, A

A

B

B see detail this sheet

Solid White, handicap access, Pavement Markings, Type B, PAVEMENT CONNECTION

See Pavement

Structure this sheet

Mainline

Structure Pavement

Top of existing

Aggregate Base

.5

Top of existing pavement

50'

Minor hot asphalt concrete

1:4 asphalt

Top of existing aggregate base

Existing this sheet

See pavement structure asphalt

Edge of existing

SECTION A-A

EDGE, TYP.

structure this sheet

See pavement

SECTION B-B

CURB AND GUTTER, TYP.

detail this sheet

See pavement connection detail this sheet

See pavement connection

Drainage Structure

Cleaning

Existing aggregate base

Existing subgrade

PAVEMENT STRUCTURE

grade pavement

Existing

Tack Coat CSS-1, CSS-1h, SS-1, or SS-1h depth, placed in two equal lifts asphalt concrete, 4" compacted

Mill 4-inch depth and inlay minor hot

Tack Coat

Tack Coat

Sheet C.1.

Quantity included in Outside Highway Typical Section Quantities, See Sheet K.3 for Permanent Pavement Marking Details.

Match existing location.

Superpave Pavement, 12 4-inch To 3 -inch

Nominal Aggregate, 0.3 To < 3 Million ESAL

Top of existing asphalt and gutter to remain in place.

Existing concrete curb

LEGEND

See pavement structure detail this sheet.

E.4

STATE PROJECT

J u ly

U

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

d

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

Existing Snow Pole Holder

Install Snow Pole MarkingPRELIM

IN

ARY

Not For

Con str uc

B

N

SNAKE RIVER OVERLOOK

Outside Highway

FOOTNOTE:

Type B, Solid White, typ.

Pavement Markings, Type B, Solid White

Pavement Markings, Solid White, Accessibilty Symbol, typ.

Pavement Markings, Type B, Type B, Solid Yellow

Pavement Markings, Type B, Solid White

Pavement Markings, Existing aggregate base

Existing subgrade

PAVEMENT STRUCTURE

NO SCALE

Type B, Solid White

Pavement Markings,1

Install snow pole holders, typ.

Existing curb and gutter A

B structure this sheet

See pavement

1:4 asphalt

Top of existing aggregate base

Existing this sheet

See pavement structure asphalt

Edge of existing

SECTION A-A

asphalt

Top of existing

SECTION B-B

PAVEMENT CONNECTION

See Pavement

Structure this sheet

Mainline

Structure

Pavement

Top of existing

Aggregate Base

.5

Top of existing pavement

50' detail this sheet

See pavement connection

EDGE, TYP.

CURB AND GUTTER, TYP.

gutter to remain in place.

Existing concrete curb and

Tack Coat CSS-1, CSS-1h, SS-1, or SS-1h depth, placed in two equal lifts asphalt concrete, 4" compacted

Mill 4-inch depth and inlay minor hot

Minor hot asphalt concrete

Tack coat

Tack coat

Sheet C.1.

Quantity included in Outside Highway Typical Section Quantities, For Snowpole Holder Details see Sheet J.9

See Sheet K.3 for Permanent Pavement Marking Details.

Match existing location.

Superpave Pavement, 12 4-inch To 3 -inch

Nominal Aggregate, 0.3 To < 3 Million ESALpavement grade

Existing

Drainage Structure

Cleaning

Type B, Solid White, stop line

Pavement Markings, LEGEND

See pavement structure detail this sheet.

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676 pole holders

Install snow

E.5

STATE PROJECT

A u g u s t

U

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

C h e c k e d b y

D e s ig n e d b y

Install Curb Cut

PRELIM

IN

ARY

Not For

Con str uc

SCALE IN FEET

50 1002550 150

D

D

SECTION D-D

LC

Traveled way Traveled way

1:4

1:4

Parking

RV and Bus

14' grade CSS-1

Tack coat, Varies

1:4 Slope to drain

12'12'

Match existing of asphalt

Existing edge ground

Existing

Sawcut asphalt

Existing asphalt

TURNOUT

CUNNINGHAM CABIN

Existing fencedetail this sheet

See connection

Roadway Obliteration, Method 1

Roadway obliteration, type 1

Type B, Solid Yellow

Pavement Markings, Type B, Solid Yellow

Pavement Markings, Type B, Solid White, typ.

Pavement Markings, Type B, Solid White, stop line

Pavement Markings, Type B, Solid White, stop line

Pavement Markings, FOOTNOTE:

40' typ.

ty p

R

R

R

Existing surface course

Saw cut surface

New asphalt

(NO SCALE)

50'

Mill pavement

.5

.5

Existing base course

CONNECTION DETAIL

Finish grade

NO SCALE

Placing conserved topsoil, 4" depth asphalt

Remove existing pavement roughness, 2.5" compacted depth

0.3 To < 3 Million ESAL, type V

Nominal Maximum Sized Aggregate, -inch 4 3-inch To 2

1Superpave Pavement, NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

E.6

STATE PROJECT

A u g u s t

U

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

d

C h e c k e d b y

D e s ig n e d b y

NOTE:

1.

2.

May be adjusted by the CO.

See Sheet K.3 for Permanent Pavement Marking Details.

Match existing location.

to the Roadway obliteration work item.

in the Roadway obliteration, type 1 area. Work is incidental Remove and reinstall all existing snow pole holders located

All locations shown are approximate.

pole holder

Install snow

PRELIM

IN

ARY

Not For

Con str uc

Type B, Solid Yellow

Pavement Markings, Type B, Solid White, typ.

Pavement Markings, Outside Highway

NO SCALE

FOOTNOTE:

Type B, Solid White

Pavement Markings, 1

1 2

Existing aggregate base

Existing subgrade

PAVEMENT STRUCTURE

Existing curb and gutter

N structure this sheet

See pavement

1:4 asphalt

Top of existing aggregate base

Existing this sheet

See pavement structure asphalt

Edge of existing

SECTION A-A

SECTION B-B

A A

B B

Top of existing pavement

PAVEMENT CONNECTION

Existing Aggregate

Base

Outside Highway Approach Road

Existing asphalt

Tack Coat detail this sheet

See pavement connection depth, placed in two equal lifts hot asphalt concrete, 4" compacted

Mill 4-inch depth and inlay minor

Tack Coat Grade CSS-1, CSS-1h, SS-1 or SS-1h

Sawcut pavement

See pavement structure this sheet

CURB AND GUTTER, TYP.

EDGE, TYP.

See Sheet K.3 for Permanent Pavement Marking Details.

Match existing location.

to remain in place.

curb and gutter

Existing concrete

Top of existing asphalt

PARKING AREA

APPROACH ROAD AND

BLACKTAIL PONDS

LEGEND

See pavement structure detail this sheet.

Access, see detail this sheet

Type B, Handicap

Pavement Parkings, Accessibility Symbol, typ.

Type B, Pavement Markings, StructureDrainage

Cleaning pavement grade

Existing curb and gutter

Existing

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

E.7

STATE PROJECT

A u g u s t

U

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

d

C h e c k e d b y

D e s ig n e d b y

PRELIM

IN

ARY

Not For

Con str uc

NPS (Grand Teton National Park)

W2

W1

W5

W4

USDA-FS (Bridger-Teton National Forest)

(DO NOT DISTURB)

EXISTING RECLAIMED AREA

N

Ditch

Roadway not available for access

Existing service road

Existing cattleguard

CP

CP

SPREAD1

Monitoring well, do not disturb, typ.

MATERIAL EXTRACTION PLAN

Existing USDA-FS road fenceline

Existing

Do not disturb

NPS staging area extraction area

Material pavement (RAP)

Recycled asphalt

I.2

STATE PROJECT

J u ly

U

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

C h e c k e d b y

D e s ig n e d b y

SHEET 1 OF 2

OPERATION PLAN

SPREAD CREEK PIT

100 200 300050100 stockpile, do not disturb

Existing topsoil do not disturb

Vegetated area, Do not disturb

Do not disturb

Pit boundary line

Spread Creek m in

SCALE IN FEET

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

PRELIM

IN

ARY

Not For

Con str uc

L

NOTE:

FOOTNOTE:

(SHEET 2 OF 2)

OPERATION PLAN

SPREAD CREEK PIT

MATERIAL EXTRACTION PROFILE

TYPICAL SECTION - MATERIAL EXTRACTION

CL

25'

See Sheet I.1a for additional details.1.

B - Extraction baseline m a x t y p

Width of new pit floor varies

Existing ground

Existing construction access to pit floor fenceline

Existing

RECLAIMED AREA

Existing grade along extraction baseline

EXISTING

EL = 6959.88

107+41.53

Existing pit floor

Existing bermEL = 7004.37

106+75.00

MATERIAL EXTRACTION LIMIT

CONTRACTOR STAGING AND STOCKPILE AREA

topsoil stockpile area

Existing

New pit floor cross-slope, approx. flat

1:1.5

1:1.5

1:

1.

approx. flat

New pit floor grade, New extraction along extraction baseline

Construct berm at top of pit extraction limit

Riprap stockpile

Existing berm

Width of material extraction area varies (see Sheet I.1a and Material Extraction Details near Monitoring Well #2)

Spread Creek Pit Boundary Line

North edge of existing USDA-FS road extraction process.

no steeper than 1:1.5. Steeper slopes may be utilized during the

At project completion and during non-work periods, slopes can be minimum distance from the pit-side edge of Monitoring Well #2.

Vary to extract at 1:1.5 longitudinal slopes from the 10-foot

18-21 in the table on Sheet I.1a for details.

Location to be determined in the field by the CO. See Point Nos.

and reclamation work. See Sheets I.1a to I.1d for details.

Modify and relocate as needed to complete all required extraction

Do not disturb areas beyond north edge of topsoil stockpiles.

Perform work as directed by the CO according to Section 622.

NO SCALE

115+00110+00105+00

I.3

STATE PROJECT

J u ly

U

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

PRELIM

IN

ARY

Not For

Con str uc

FOOTNOTE:

NPS (Grand Teton National Park)

W1

W5

W4

USDA-FS (Bridger-Teton National Forest)

(DO NOT DISTURB)

EXISTING RECLAIMED AREA

N

Ditch

Existing service road

CP

CP

SPREAD1

Spread Creek Pit Boundary line ty p

Reclamation baseline

Existing topsoil stockpile area (do not disturb)

RECLAMATION PLAN

(SHEET 1 OF 2)

RECLAMATION PLAN

SPREAD CREEK PIT

25' typ.

Existing USDA-FS road

W2

AND STOCKPILE AREA

CONTRACTOR STAGING

2.

1.

Contract Requirements.

Reclaim settling ponds according to Section 105 of the Special

See Sheets I.1a and I.1d for additional details.

Approx. location of new westside pit floor limit

40'

Roadside development, site reclamation, material source

3Roadside Developement, site reclamation, material source

Placing conserved topsoil, 2-inch depth, material source

Existing conserved topsoil area

LEGEND

Conserved topsoil quantities indentified are approximate.

Place conserved topsoil according to Section 105, 624 and 713.

southside pit limit line. See Sheet I.1d for details.

requirements of Footnote 1 above, place topsoil, adjacent to the

Table quantities include moving berm material to fulfill the depressions as directed by the CO according to Section 622.

according to Sheet I.1d. Perform landscaping and fill isolated

Construct initial grading surfaces and perform finish grading work

100 50 0 100 200 300

SCALE IN FEET

do not disturb

Vegetated area, 2-inch Depth, material source

Placing Conserved Topsoil, I.4

STATE PROJECT

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

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FOOTNOTE:

RECLAMATION PROFILE

(SHEET 2 OF 2)

RECLAMATION PLAN

SPREAD CREEK PIT

TYPICAL SECTION - RECLAMATION

D4

FILL SLOPE ROUNDING DETAIL

Existing ground

CUT SLOPE ROUNDING DETAIL

Slope catch point

Varies

Varies

D

1:

1.

RECLAIMED AREA

EXISTING

berm at top of pit

Constructed

Flat grading surface

Initial

New Westside Pit floor limit

No slope rounding

D4

Slope catch point

8'

D topsoil stockpile area

Existing fenceline

Existing LB - Extraction baseline CL ground

Existing

Spread Creek Pit Boundary Line

25'

(Approx. flat cross-slope)

Initial grading surface

Terrace width varies

Finish grading work

Excavate

Excavate

Finish grading work

Finish grading work

2Roadside development, site reclamation, material source existing USDA-FS road

North edge of

Construct embankment

10'

5' 5' L I

M I T

C O

N S

T R

U C

T I O

N

10'

Existing ground constructed slope

Project line of

L I

M I T

C O

N S

T R

U C

T I O

N

Profile grade along reclamation baseline

New pit floor grade along reclamation baseline, approx. flat40'

Roadside development, site reclamation, material source

Placing Conserved Topsoil, 2-inch Depth, material source

Placing Conserved Topsoil, 2-inch Depth, material source

5.

4.

3.

2.

1.

the final finished slopes do not exceed 1V:3H.

Section 622 to create undulating surfaces. Vary slopes so that

Perform finish grading work as directed by the CO according to shown on Sheets I.1c and I.1d according to Section 646.

Perform initial grading work to the line, grade, and cross-section according to Section 646.

Conduct Roadside Developement, Site Reclamation, material source otherwise indicated.

Provide slope rounding wherever slope changes occur unless

See Sheet I.1c for additional details.

reclamation, material source

Paid under Item 64632-0000 Roadside development, site

Requirements.

Paid under work identified in Section 622 of the Special Contract encroach into the EXISTING RECLAIMED AREA.

Do not round slopes wherever slope rounding work would

Vary to balance excavation and embankment of waste material.

Typical, vary as directed by the CO.

Do not disturb areas beyond north edge of topsoil stockpiles

1:4 or flatter 1:4 or flatt er

1:4 or flatt er

NO SCALE

reclamation baseline ground profile along

Newly Constructed

I.5

STATE PROJECT

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C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

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DO NOT DISTURB

EXISTING RECLAMATION AREA

FS (Bridger-Teton National Forest)

Tree line

LEGEND:

Monitor well

#1

#5

#2

#4

NPS (Grand Teton National Park)

Power Pole

Double Wood

A

A

WATER SOURCE PLAN

SPREAD CREEK PIT

NO SCALE

Water conduit

Ditch

Gravel/Dirt Road

Edge of Flood Plain

DETAIL A

LC

Water conduit

SECTION A-A

See Detail A

Main pump location

Water conduit

4.

3.

2.

1.

FOOTNOTE:

Place pump in disturbed vegetated area and as directed by the CO.1 daor tri d/l ev arg ss ec ca gni tsi xE (see Sheet I.1a for details)

AREA AT SPREAD CREEK PIT

CONTRACTOR STAGING AND STOCKPILE

Existing Spread Creek Pit Service Road

Approximate output location Main pump location of inlet pump hose

Approx. location of inlet pump hose

Approx. location

Existing USDA-FS road existing USDA-FS road

North-side edge of

Existing topsoil stockpile area

D ir t

R o a d

D ir t

R o a d

X X

X X

Use site according to Section 105.

existing vegetation.

Place conduit as shown along the road in a manner that preserves

Creek Pit is 3,000+ feet.

middle of the Contractor Staging and Stockpile Area at Spread operations. Estimated length from main pump location to

Actual length of water conduit will vary based on contractor limits.

Do not operate equipment outside the existing gravel/dirt road

10' max.

5' min. to

Irrigation ditch; do not disturb

Control Barricade, Type 3

Temporary Traffic

I.6

STATE PROJECT

J u ly

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C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112676

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Con str uc

Concrete match ground conditions

Slope concrete to

CLOSED

ROAD

See Detail B for hinge detail

.5 ty p

Lane width + 2ft (typ.)

ty p

Road Closed sign see detail this sheet Place white reflective tape (typ.)

S ee n ot e

(t yp

.3 ty p

R

Undisturbed earth

V a r ie s f r o m .5 to .5 ty p

20" (typ.)

2' (typ.)

1' (typ.)

.5 ty p

.5 ty p

7' (ty p.

ROAD CLOSED

CLOSED

ROAD

48" (typ.)

ty p

MUTCD R11-2

2" 2"

See note 3 (typ.)

0.5" typ.

1" typ.

4" typ.

t y p

LC

See Detail A for lock detail

PLAN VIEW

1"R

PROFILE VIEW

(SHEET 1 OF 2)

DOUBLE GATE DETAIL

M.1

STATE PROJECT

J u ly

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C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112646

NOTE:

See Sheet M.2 for Post Tieback Profile detail.

-inch weld.8

Weld all around for all steel tube and plate connections with

Stratford Brown, Finish No. 3637, or approved equal).

and a top coat (Glidden Spread Latex House Paint Dura-Flat, coat (Glidden All-Purpose Metal Primer 5229 or approved equal)

Paint gates and tieback posts upon completion. Paint with a prime in the field.

Verify width of gate and post height required, at each location

3.

2.

1.

DETAIL B

HINGE DETAIL

plates (typ.)

" steel 8 concrete and dome top to shed water. (typ.)

" x 6" dia. Fill with 16 3with

6" dia. schedule 40 steel pipe

.5 t y p tubing (typ.)

rectangular steel

"16 32" x 4" x weld nut to sleeve (typ.)

1" dia. bolt & nut, DETAIL A

LOCK DETAIL

2.5'

1.25" dia. holes

6"

.5

3"

3"

1" dia. bolt & nut, weld nut to locking arm

PROFILE VIEW

8" steel plates (typ.)

2" ty p.

)R

(t yp

R

4"

Locking arm in closed position

3"

SIDE VIEW

" steel plates (typ.)8 holes on each ends

" dia. 4 3provide

1" dia. x 6" steel bar weld nut to sleeve

1" dia. bolt & nut, " steel cap (typ.)16 3install rectangular steel tube

" 8 32" x 4" x

MUTCD Section 2B.68 subsection 05 (typ.)

at 16" interval alternating between red and white

Reflective tape with vertical stripes weld nut to sign (typ.)

" dia. bolt & nut, 2 rectangular steel tubing

" (typ.)16 32" x 4" x holes on each ends

" dia. 4 3provide

1" dia. x 6" steel bar of concrete (typ.)

Fill with concrete and round the top

" x 6" dia. 16 3with

6" dia. schedule 40 steel pipe

PRELIM

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Con str uc

1' typ.

Gate in open position

Gate in close position

.5

2' diameter foundation typ.

1' diameter foundation typ.

1" dia. bolt & nut, weld nut to locking arm

Concrete

1.25" Holes

1' (typ.)

ty p ty p

.2 (t y p

R

Locking arm in open position

(SHEET 2 OF 2)

DOUBLE GATE DETAIL

M.2

STATE PROJECT

J u ly

U

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

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 90943 & 90944 NPS Drwg. No. 136/112646

PROFILE VIEW

PLAN VIEW

PLAN VIEW

" steel plates8 rectangular steel tubing

"16 32" x 4" x

8" steel plate (typ.)

" rod (typ.)8 of concrete (typ.)

Fill with concrete and round the top

4" dia. x 6' schedule 40 steel pipe .weld nut to locking arm

1" dia. bolt & nut, 8" rod (typ.)

8" steel plate (typ.)

2" x 4" x 316" rectangular steel tubing (typ.)

4" dia. x 6' schedule 40 steel pipe .

Fill with concrete and round the top of concrete (typ.)

rectangular steel tubing

"16 32" x 4" x

8" steel plates (typ.)

1" dia. x 6" steel bar provide 34" dia. holes on each ends rectangular steel tubing

"16 32" x 4" x

4" dia. x 6' schedule

40 steel pipe .

Fill with concrete and dome topto shed water (typ.)

6" dia. schedule 40 steel pipe with 316" x 6" dia.

Fill with concrete and dome top to shed water. (typ.)LC

PRELIM

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Con str uc