J.3 YELL 12(5)_PLANS_70pct.pdf

YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

PLANS FOR PROPOSED PROJECT

NPS PMIS NO. XXXXXX

MT NPS YELL 12(5)

SEED PROJECT

NORTHEAST ENTRANCE ROAD,

MONTANA

PARK COUNTY

PROJECT MANAGER

N. JONES

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FOR

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

6.0%

25 MPH (58+14 to 65+97)

45 MPH (13+25 to 58+14, 65+97 to 86+27)

2,040 Veh/Day

2,260 Veh/Day

Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction and guardrails.

Grading, base, paving, drainage, TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

e (max)

V

ADT (2040)

ADT (2020)

N

LENGTH 1.4 MILES

NATIONAL

PARK

SERVICE

YELLOWSTONE

NATIONAL

PARK

Lake

Thumb

West

Canyon

Faithful

Old

Hot Spring

Mammoth

Lake

Hebgen

Madison

Norris

R iv e r

Y e llo w s to n e

WYOMING

MONTANA

W Y

O M

IN

G

ID

A

H O

Lake

Shoshone

TOWER

APPROVED:

Western Federal Lands Highway Division

Chief of Engineering, (Yellowstone National Park)

Superintendent, DATE

DATE

See Sheet A.4 for Vicinity Map

PROJECT LOCATION

KEY MAP

NATIONAL PARK

YELLOWSTONE

W Y

O M

IN

G

ID

A

H O

Lake

Hebgen

Lake

Shoshone Lake

Yellowstone

Y e llo w s to n e

R iv e r

R iv e r

S n a k e

Lake

Jackson

NATIONAL

PARK

YELLOWSTONE

MEMORIAL PARKWAY

JOHN D. ROCKEFELLER, Jr.

PARK

NAT'L

TETON

GRAND

Faithful

Old

Thumb

West

Lake

Hot Springs

Mammoth

Canyon

Jackson

NOT FOR CONSTRUCTION

Y e llo w s to

R iv e r

Yellowstone

Lake

WYOMING

MONTANA

PRELIMINARY

015 15 4530

Scale in miles

T it le

S h e e t

S h e t] c p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln g e n .d g n

:2

A

M

O c to b e r

PROJECT

NUMBER

SHEET

NPS Drwg No. XXX/XXXXNPS PMIS No. 000000

MT NPS YELL 12(5) A.1

4,000

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

IO

N

:3 c to b e r

S h e e t

I n d e x

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln g e n .d g n

SHEET INDEX

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) A.2

NPS Drwg No. xxxxxx NPS PMIS No. xxxxxx

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

BH

TP

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

NO SCALE

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

NOTE:

1.

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude length of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND 2

:1

P

S e p te m b e r

P la n S y m b o ls a n d A b b re v ia ti o n s S h e p w w o rk d ir \j a c o b s -u s -v a -p w -0

\d

\y e ll

-5 p ln g e n

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) A.3

NPS Drwg No. xxxxxx NPS PMIS No. xxxxxx

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

PROJECT SITE

#1LULU PASS PIT

PILOT CREEK PIT

BARRONETTE MEADOWS STAGING AREA

PEBBLE CREEK STAGING AREA

TROUT LAKE STAGING AREA

Scale in miles

Contractor's Camp

Pebble Creek

Water Source

Soda Butte Creek

ENTRANCE STATION STAGING AREA

See Sheet A.5

N o rth e a s t

E n tr an ce

R o a d

L a m a r

R iv e r

S o d a

B u tt e

C re ek

P e b b le

C re e k

Amphith eater

C re e k

C a c h e

C re e k

Slough

Cr ee k WYOMING

MONTANA

YELLOWSTONE

NATIONAL

PARK

**Will require coordination with USFS production, and waste site

Staging, stockpile, material

Staging and stockpile site

Staging and stockpile site

Staging and stockpile site

GATE

SILVER

CITY

COOKE

1 0 1 2 3

**Will require coordination with USFS production, and waste site

Staging, stockpile, material

Staging site

:3 c to b e r

V ic in it y

M a p

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln g e n .d g n

VICINITY MAP

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) A.4

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Northeast Entrance Station

ERFO Repair

MP 27.4 Site m ile s

To C oo ke C ity

N

BEGIN PROJECT

± 27 miles

To Tower Junction

Warm Creek Picnic Area

Entrance Sign Parking Area

END PROJECT

Entrance Station Staging Area

Warm Creek Trailhead Parking

Soda

Bu tt e Creek

YELLOWSTONE

NATIONAL

PARK

GATE

SILVER

Scale in feet

1000 500 0 1000 2000

13+25

NORTHEAST ENTRANCE RD.

86+27

NORTHEAST ENTRANCE RD.

WYOMING

MONTANA

:4

S e p te m b e r

P r o je c t

S it e M a p

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln g e n .d g n

PROJECT SITE MAP

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) A.5

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Sheet and Description

Section D Section E Section F Section G Section I Section J Section K Section L

Plan-Profile Approach Roads and

Parking

Soil Erosion and Sediment

Control Drainage Safety

Features Temporary

Traffic Control Permanent

Traffic Control Utilities Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,678 1,678

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 21,759 21,759

A0160 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 100 100

A0180 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 4 4

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0220 20101-0000 CLEARING AND GRUBBING ACRE 9.3 9.3

A0240 20301-1200 REMOVAL OF HEADWALL EACH 26 26

A0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 14 15

A0280 20301-2100 REMOVAL OF RESTROOM FACILITY EACH 1 1

A0300 20301-2400 REMOVAL OF SIGN EACH 24 24

A0320 20302-1300 REMOVAL OF GUARDRAIL, CONCRETE

BARRIER LNFT 192 192

A0340 20401-0000 ROADWAY EXCAVATION CUYD 33,978 33,978

A0360 20402-0000 SUBEXCAVATION CUYD 9,465 9,465

A0380 20410-0000 SELECT BORROW CUYD 21,370 21,370

A0400 20435-2500 BACKFILL, PERMEABLE CUYD 5,625 5,625

A0420 20465-0000 CONSERVE AND PLACE BOULDER EACH 11 2 13

A0440 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D

(NON-WOVEN) SQYD 17,785 17,785

A0460 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 2,010 2,010

A0480 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 31 31

A0500 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 30 30

A0520 30103-2000 AGGREGATE BASE GRADING D CUYD 3,816 3,816

A0540 30201-2000 ROADWAY AGGREGATE, METHOD 2 CUYD 3 20 23

A0560 30802-0000 RECYCLED AGGREGATE BASE CUYD 3,216 3,216

A0580 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL TON 5,952 5,952

A0600 41201-0000 TACK COAT TON 11 11

A0620 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH

DEPTH SQYD 19,431 19,431

A0640 60201-0600 18-INCH PIPE CULVERT LNFT 182 182

MileStone: 70% Date Completed: In Progress Report Date: 10/09/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

8-

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9:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities ht tp s:

ja co bs en gi ne er in g-m y.

sh ar ep oi nt

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/p er so na l/ sa ra _f ol k_ ja co bs _c om /D oc um en ts

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PROJECT

B.1MT NPS YELL 12(5)

SHEET

NUMBER

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Plan-Profile Approach Roads and

Parking

Soil Erosion and Sediment

Control Drainage Safety

Features Temporary

Traffic Control Permanent

Traffic Control Utilities Allowance Bid Schedule

A0660 60201-0800 24-INCH PIPE CULVERT LNFT 429 429

A0680 60201-1000 36-INCH PIPE CULVERT LNFT 111 111

A0700 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 4 4

A0720 60409-0200 INLET TOP, METAL FRAME AND GRATE,

FLH TYPE B EACH 4 4

A0740 60901-7000 CURB, LOG LNFT 377 12 389

A0760 60901-7000 CURB, LOG (6-INCH) LNFT 93 93

A0780 61501-0200 SIDEWALK, COLORED CONCRETE SQYD 11 11

A0800 61501-1100 SIDEWALK, ASPHALT SQYD 22 22

A0820 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS

A WOOD POSTS LNFT 1,965 1,965

A0840 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 4 4

A0860 61904-0000 BOLLARD POST (WOODEN, REMOVABLE) EACH 11 11

A0880 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH

PIPE CULVERT EACH 2 2

A0900 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH

PIPE CULVERT EACH 13 13

A0920 62011-0700 STONE MASONRY HEADWALL FOR 36-INCH

PIPE CULVERT EACH 4 4

A0940 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM

CAPACITY HOUR 60 60

A0960 62201-0500 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

4-WHEEL DRIVE HOUR 20 20

A0980 62201-1350 BULLDOZER, 200HP MINIMUM FLYWHEEL

POWER HOUR 40 40

A1000 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 20 20

A1020 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 50 50

A1040 62301-0000 GENERAL LABOR HOUR 40 40

A1060 62302-0000 SPECIAL LABOR (STONE MASON) HOUR 40 40

A1080 62406-0200 PLACING CONSERVED TOPSOIL, 3-INCH

DEPTH ACRE 7.8 7.8

A1100 62510-2000 SEEDING, HYDRAULIC METHOD (SEED MIX

A) ACRE 7.8 7.8

A1120 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 7.8 7.8

A1140 63302-0000 SIGN SYSTEM SQFT 88 88

A1160 63315-0000 RUMBLE STRIP SQYD 147 147

A1180 63316-1000 REMOVE AND RESET SIGN EACH 14 14

8- O ct -2

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MileStone: 70% Date Completed: In Progress Report Date: 10/09/23 ht tp s:

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2)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.2MT NPS YELL 12(5)

SHEET

NUMBER

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Plan-Profile Approach Roads and

Parking

Soil Erosion and Sediment

Control Drainage Safety

Features Temporary

Traffic Control Permanent

Traffic Control Utilities Allowance Bid Schedule

A1200 63318-1000 SNOW POLE HOLDER EACH 85 85

A1220 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(WHITE) LNFT 29,530 29,530

A1240 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(YELLOW) LNFT 30,970 30,970

A1260 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED

(WHITE) LNFT 1,444 1,444

A1280 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT

ARROW EACH 4 4

A1300 63502-0400 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 1 EACH 26 26

A1320 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 10 10

A1340 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR

MARKER, TYPE 42-INCH EACH 90 90

A1360 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 20 20

A1380 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE A EACH 13 13

A1400 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE C EACH 13 13

A1420 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH

CUSHION EACH 2 2

A1440 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC

SIGNAL SYSTEM EACH 1 1

A1460 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE

BARRIER LNFT 2,435 2,435

A1480 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS LNFT 7,302 7,302

A1500 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 421 421

A1520 63504-2000 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS, SYMBOLS AND LETTERS SQFT 22 22

A1540 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 730 730

A1560 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 70 70

A1580 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC

CONTROL SUPERVISOR DAY 73 73

A1600 63601-2000 SYSTEM INSTALLATION, LIGHTING LPSM All ALL

A1620 63601-6000 SYSTEM INSTALLATION, TRAFFIC

DETECTOR SYSTEM LPSM All ALL

A1640 63610-1600 CONDUIT, 2-INCH, PVC LNFT 7,302 7,302

8- O ct -2

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MileStone: 70% Date Completed: In Progress Report Date: 10/09/23 ht tp s:

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3)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.3MT NPS YELL 12(5)

SHEET

NUMBER

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Plan-Profile Approach Roads and

Parking

Soil Erosion and Sediment

Control Drainage Safety

Features Temporary

Traffic Control Permanent

Traffic Control Utilities Allowance Bid Schedule

A1660 63640-0100 RELOCATE LUMINAIRES LPSM All ALL

A1680 63640-0200 RELOCATE SIGNAL SYSTEM (OVERHEIGHT

DETECTION) LPSM All ALL

A1700 64603-1000 FIXTURE, VAULT TOILET EACH 1 1

A1720 64620-0600 REMOVE AND RESET TRASH RECEPTACLE EACH 1 1

A1740 64703-1000 MITIGATION, LANDSCAPING LOG EACH 15 1 16

8- O ct -2

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MileStone: 70% Date Completed: In Progress Report Date: 10/09/23 ht tp s:

ja co bs en gi ne er in g-m y.

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]S he et

4)

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

PROJECT

B.4MT NPS YELL 12(5)

SHEET

NUMBER

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

11'

Traveled lane

2% Crown

Traveled lane

4'

Shldr.

4'

Shldr.

CL

1:4

11'

65+00.00 to 86+27.00

16+20.00 to 58+60.00

(Mainline)

NORTHEAST ENTRANCE ROAD

6" min.

Turf establishment limits

10'

1:4

5'

C o n s tr u c ti o n l im it

S lo p e s ta k e l im it

Turf establishment limits

C o n s tr u c ti o n l im it

Embankment

5'

C o n s tr u c ti o n l im it

S lo p e s ta k e l im it

1:2

Embankment

Shldr.

4' See Section I

Guardrail

Hinge point

20'

Existing ground

See Fill Slope Rounding

Ditch bottom 1:3

See Cut Slope Rounding

Existing ground

Varies (1:6 to 1:2)

S lo p e s ta k e l im it

See Fill Slope Rounding

Existing ground

4-inch compacted depth, placed in two equal lifts nominal maximum size aggregate, 0.3 to <3 million ESAL, Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch

12-inch compacted depth

Select borrow, 4-inch compacted depth

Recycled aggregate base, 4-inch compacted depth

Aggregate base grading D, Profile grade

See Safety Edge

2% Crown

Turf establishment limits 2'

Existing ground

C o n s tr u c ti o n l im it

S lo p e s ta k e l im it

FILL SLOPE ROUNDING

CUT SLOPE ROUNDING

C o n s tr u c ti o n l im it

Existing ground

Slope stake limit

Aggregate base course

First lift of asphalt

Second lift of asphalt

SAFETY EDGE

31+50.00 to 45+00.00

21+00.00 to 27+25.00

4. Superelevate roadway on curves at the rate 'e' as indicated on the Plan and Profile curve data.

3. Seed roadside slopes with Seed Mix A according to Subsection 625.07.

2. Mill existing pavement surfaces in project limits and stockpile for use under Section 308.

1. Apply tack coat according to Subsection 401.06.NOTE:

D

5' 5'

0.25 D

10'

5' 5'

D

0.25 D

Sheet 1 of 3

TYPICAL SECTION

:0

S e p te m b e r

T y p ic a l

S e c ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln ty p

.d g n

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5)

NPS Drwg No. xxxxxx NPS PMIS No. xxxxxx

C.1

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

13+25.00 to 16+20.00

(Transition)

NORTHEAST ENTRANCE ROAD

Varies

Traveled lane Traveled lane

Varies

Shldr.

Varies

Shldr.

CL

1:3

4-inch compacted depth, placed in two equal lifts nominal maximum size aggregate, 0.3 to <3 million ESAL, Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch

Varies

Turf establishment limits

2'

1:3

C o n s tr u c ti o n l im it

S lo p e s ta k e l im it

Turf establishment limits

C o n s tr u c ti o n l im it

12-inch compacted depth

Select borrow, 4-inch compacted depth

Recycled aggregate base, 4-inch compacted depth

Aggregate base grading D, Existing ground

Ditch bottom

Existing ground

S lo p e s ta k e l im it

(Existing concrete pavement)

**Excludes 62+01.27 to 62+50.78

58+60.00 to 65+00.00**

(Entrance Station)

NORTHEAST ENTRANCE ROAD

1:2

2'

Varies 10' to 11'

Traveled lane

2% Crown

Traveled lane

0' to 4'

Varies

Shldr. Shldr.

CL

1:4

6" min.

1:4

5'

C o n s tr u c ti o n l im it

S lo p e s ta k e l im it

Turf establishment limits

Embankment

Hinge point

20'

Existing ground

See Fill Slope Rounding

Ditch bottom

1:3

See Cut Slope Rounding

Existing ground

Varies (1:6 to 1:2)

S lo p e s ta k e l im it

4-inch compacted depth, placed in two equal lifts nominal maximum size aggregate, 0.3 to <3 million ESAL, Asphalt concrete pavement, gyratory mix, 1/2-inch or 3/4-inch

6-inch compacted depth

Select borrow, 4-inch compacted depth

Recycled aggregate base, 4-inch compacted depth

Aggregate base grading D, Profile grade

2% Crown

0' to 4'

Varies

Varies 10' to 11'

Suitable excavated material

1:1

1:1

Profile grade

Varies

Varies

Median

Varies

10'

C o n s tr u c ti o n l im it

Turf establishment limits

4. Superelevate roadway on curves at the rate 'e' as indicated on the Plan and Profile curve data.

3. Seed roadside slopes with Seed Mix A according to Subsection 625.07.

2. Mill existing pavement surfaces in project limits and stockpile for use under Section 308.

1. Apply tack coat according to Subsection 401.06.NOTE:

Sheet 2 of 3

TYPICAL SECTION

T y p ic a l

S e c ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln ty p

.d g n :0

S e p te m b e r

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5)

NPS Drwg No. xxxxxx NPS PMIS No. xxxxxx

C.2

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

CL

Embankment

Existing ground

See Typical Section Sheets

Pavement structural section

12-inch minimum compacted depth

Select borrow, 68+00.00 to 73+20.00

26+00.00 to 42+00.00

13+25.00 to 19+00.00

(Permeable Backfill)

NORTHEAST ENTRANCE ROAD

12-inch compacted depth

Permeable Backfill, 1%

Excavation

Existing ground class 1, type D (non-woven)

Separation-stabilization geotextile, 1%

Finished surface

Finished subgrade

Subexcavation

12"

12"

1%

Suitable excavated material

1:1

1%

Hinge point

See Note 4See Note 4

4. Superelevate roadway on curves at the rate 'e' as indicated on the Plan and Profile curve data.

3. Seed roadside slopes with Seed Mix A according to Subsection 625.07.

2. Mill existing pavement surfaces in project limits and stockpile for use under Section 308.

1. Apply tack coat according to Subsection 401.06.NOTE:

:3 c to b e r

T y p ic a l

S e c ti o n s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln ty p

.d g n

Sheet 3 of 3

TYPICAL SECTION

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5)

NPS Drwg No. xxxxxx NPS PMIS No. xxxxxx

C.3

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

SUBEXCAVATION

BACKFILL

1% min.

1% min.

1:5 1:5

PROFILE VIEW

A r e a

S u b e x c a v a ti o n

E n d

A r e a

S u b e x c a v a ti o n

B e g in

TYPICAL SUBEXCAVATION PROFILE

Existing ground

Roadway excavation

Select borrow

See Typical Section Sheets

Pavement structural section class 1, type D (non-woven)

Separation-stabilization geotextile, Ditch bottom

Ditch bottom

Existing ground

Existing ground

Finished surface

See Typical Section Sheets

Pavement structural section

Finished subgrade

Finished subgrade

Finished surface

Embankment

12-inch compacted depth

Permeable backfill, not shown here.

2. See Sheets C.1-C.3 for additional finished surface and finished subgrade information

Ramps are not required where subexcavations terminate at a culvert trench.

1. Construct ramps into subexcavations according to the Typical Subexcavation Profile. NOTE:

Subexcavation

2' min.

12"

:3 c to b e r

S u b e x c a v a ti o n

D e ta il s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln ty p

.d g n

SUBEXCAVATION DETAILS

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5)

NPS Drwg No. xxxxxx NPS PMIS No. xxxxxx

C.4

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T to better mass balance the project.

final, there will be additional design effort

DESIGNER NOTE: These numbers are not

T a b u la ti o n o f M a in li n e Q u a n ti ti e s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln

D

.d g n :0 c to b e r

Sheet 1 of 3

QUANTITIES

TABULATION OF MAINLINE

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5)

NPS Drwg No. xxxxxx NPS PMIS No. xxxxxx

D.2

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

:0 c to b e r

T a b u la ti o n o f M a in li n e Q u a n ti ti e s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln

D

.d g n

Sheet 2 of 3

QUANTITIES

TABULATION OF MAINLINE

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) D.3

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

:0 c to b e r

T a b u la ti o n o f M a in li n e Q u a n ti ti e s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln

D

.d g n

Sheet 3 of 3

QUANTITIES

TABULATION OF MAINLINE

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) D.4

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

BEGIN PROJECT

Edge of pavement to be constructed

"YNER Seed Alg" Line

Construction limit

Construction limit

Profile grade

Existing ground

Wetlands

See Section G

24-inch pipe culvert

20+58

Edge of pavement

Slope stake limit

Slope stake limit

Terminal section, type MGS tangent

Roadway obliteration, method 1

See Section G

Removal of pipe culvert

17+94

6 1 7 1 8 1 9 2 0 2

PI 15+25.50

Δ = 05°13'32" (LT)

R = 2,000.00'

T = 91.27'

L = 182.41' e = 4.0%

PI 16+65.52

Δ = 01°52'01" (LT)

R = 3,000.00'

T = 48.88'

L = 97.76' e = 3.0%P C

.2

P C

C

.6

P T

.4

P O

B

.0

7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00

7,300 7,300

7,310 7,310

7,320 7,320

7,330 7,330

7,340 7,340

6+00

-1.00%

+5.4 7%

.0

.8

H P

.2

SSD = 363'

K = 61

395' VC

,3

.7 and cross-slope

Match existing roadway elevation

E = 2638891.84

N = 1969555.76

"YNER Seed Alg" 13+25.00

BEGIN CONSTRUCTION

UTILITY OWNER CONTACT(S):

Phone: (307) 344-2017 doug_madsen@nps.gov Doug Madsen Yellowstone National Park Telecommunications, Sewer, Gas, Etc.)

Park Facilities (Water, Power, Phone: (406) 751-4461 s.pluid@flathead.coop Stan Pluid Flathead Electric (Power)

Phone: (406) 500-3035 craig.bender@lumen.com Craig Bender Lumen Technologies (Telephone)

NORTHEAST ENTRANCE ROAD

Emb: 670 CY Exc: 15,957 CY

Legend:

Subexcavation/Permeable Backfill

T

.2

L T

.0

.0

L T

.0

.1

R

T

.0

.0

R

T

.0

13+25 to 19+00

:5 c to b e r

P la n

-P ro fi le

S h e p w w o rk d ir \j a c o b s -u s -v a -p w -0

\d

\y e ll -5 p ln p p .d g n

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) D.5

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Construction limit

Slope stake limit

Slope stake limit

Construction limit See Section D; Turnout Details

Turnout; 28+00 to 30+60

Profile grade

Existing ground

Edge of pavement to be constructed

"YNER Seed Alg" Line

Wetlands

Concrete Barrier

Removal of Guardrail, Roadway obliteration, method 1

See Section G

24-inch pipe culvert

22+28

Terminal section, type MGS tangent

Edge of pavement

See Section H

Place conserved boulder (7)

See Section H

Place conserved boulder (4)

Special ditch

See Section G

Removal of pipe culvert

22+68 See Section G

Removal of pipe culvert

26+63 See Section G

Removal of pipe culvert

31+13

5 3

27 2 8 2 9 3 0 3

1 3

PI

Δ =

1,050.88'

P C

.4

P T

.2

27+01.71 24°05'04"

R = 2,500.00 (LT)

T = 533.32' L = e = 3.4%

22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00

7,310 7,310

7,320 7,320

7,330 7,330

7,340 7,340

7,350 7,350

21+00

+5.0 0%

-1.00%

-5.50%

.0

.1

.0

.1

L P

.9

H

SSD = 363'

K = 61

641' VC

HLSD = 364'

K = 79

475' VC

Emb: 9,887 CY Exc: 11,809 CY

Legend:

Potential Creekside Bank Stabilization Subexcavation/Permeable Backfill

See Section I Guardrail System, MGS, Type 2, Class A wood posts

21+00 to 27+25

T

T

T 31+50 to 45+00

See Section I Guardrail System, MGS, Type 2, Class A wood posts

22+00 to 24+00

T

26+00 to 42+00

:4 c to b e r

P la n

-P ro fi le

S h e p w w o rk d ir \j a c o b s -u s -v a -p w -0

\d

\y e ll -5 p ln p p .d g n

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) D.6

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Slope stake limit

Construction limit

Slope stake limit

Profile grade

Existing ground

Edge of pavement to be constructed

"YNER Seed Alg" Line

Wetlands

See Section G

24-inch pipe culvert

36+53

See Section G

36-inch pipe culvert

44+23

Edge of pavement

Terminal section, type MGS tangent

Roadway obliteration, method 1

See Section G

Removal of pipe culvert

33+41

See Section G

Removal of pipe culvert

35+16

See Section G

Removal of pipe culvert

40+45 See Section G

Removal of pipe culvert

44+23

8 3

9 4

.6

T S

.6

S C

.6

C

T

.7

T

SPI 40+77.21

Δ = 55°05'48" (RT)

R = 1,090.00' T = 568.59' L = 1,048.17' e = 5.2%

Δs = 03°56'33" Ls = 150.00' Ls = 150.00'

Δs = 03°56'33" Δs = 04°46'29" Ls = 150.00'

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00

7,300 7,300

7,310 7,310

7,320 7,320

7,330 7,330

7,340 7,340

48+00

+1.79%

.0

.8

L P

.5

HLSD = 364'

577' VC

Emb: 6,665 CY Exc: 5,120 CY

Legend:

Potential Creekside Bank StabilizationSubexcavation/Permeable Backfill

T

See Section I for details Guardrail System, MGS, Type 2, Class A wood posts

31+50 to 45+00 4

T

26+00 to 42+00 42+50 to 45+00

:4 c to b e r

P la n

-P ro fi le

S h e p w w o rk d ir \j a c o b s -u s -v a -p w -0

\d

\y e ll -5 p ln p p .d g n

PROJECT

D.7

MT NPS YELL 12(5)

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

PIPE

WV

7347.15

WELL

7349.69

W

MHSS

7350.48

MHSS

7354.96

UTIL

LID

PIPE

UTIL

UTIL

WV

7370.76

FH

7373.40

N

Construction limit

Slope stake limit

Edge of pavement

Construction limit

Slope stake limit

Profile grade

Existing ground to be constructed

"YNER Seed Alg" Line

Wetlands

Site Plan and Geometric Layout

See Sheets D.11-12 for Northeast Entrance Station

See Section G

24-inch pipe culvert

50+27

See Section G

36-inch pipe culvert

52+91

Edge of pavement

Terminal section, type MGS tangent

Roadway obliteration, method 1

Station Site Plan and Geometric Layout

See Sheets D.11-12 Northeast Entrance pavement and log fence;

protect in place existing concrete

Match existing at 62+01.27 and 62+50.78;

Grade Break

58+60

Landmark Boundary

National Historic apron

Construct 30'

See Section G

Removal of pipe culvert

50+27 See Section G

Removal of pipe culvert

52+12

See Section G

Removal of pipe culvert

58+44

5 5 6 5

S C

.6

.1

.1

P C

.6

.2

.9

.8

PI 53+31.00

Δ = 51°13'07" (LT)

R = 900.00' T = 431.39' L = 804.54' e = 5.8%

Δs = 04°46'29" Ls = 150.00''

Δ = 07°37'53" (LT)

PI 59+45.01

R = 500.00' T = 33.35' L = 66.60' e = N/A

Δ = 18°18'14" (RT)

PI 62+59.24

R = 250.00' T = 40.28' L = 79.87' e = N/A

Δs = 04°46'29" Ls = 150.00'

48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00

7,330 7,330

7,340 7,340

7,350 7,350

7,360 7,360

7,370 7,370

63+00

-0.80%

+1.79% +1.90%

.7

.7

H P

.3

SSD = 485'

K = 63

170' VC

Emb: 1,335 CY Exc: 5,766 CY

Legend:

T

R= 30'

R

:3 c to b e r

P la n

-P ro fi le

S h e p w w o rk d ir \j a c o b s -u s -v a -p w -0

\d

\y e ll -5 p ln p p .d g n

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) D.8

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

TREE-14"

7341.

TREE-12"

7341.

TREE-16"

7341.

TREE-10"

7342.

TREE-9"

7342.

TREE-7"

7342.

TREE-5"

7342.

TREE-19"

7343.

TREE-9"

7343.

TREE-14"

7343.

TREE-10"

7343.

TREE-13"

7343.

TREE-10"

7343.

TREE-6"

7343.

TREE-14"

7343.

TREE-14"

7344.

PIPE

TREE-3"

7344.

TREE-24"

7344.

TREE-28"

7344.

TREE-3"

7344.

TREE-24"

7345.

TREE-4"

7345.

TREE-12"

7345.

TREE-4"

7345.

TREE-4"

7345.

TREE-17"

7345.

TREE-5"

7345.

TREE-1"

7345.

TREE-5"

7345.

TREE-1"

7345.

TREE-2"

7345.

TREE-10"

7346.

TREE-4"

7346.

TREE-17"

7346.

TREE-9"

7346.

TREE-9"

7346.

TREE-11"

7347.

TREE-12"

7348.

TREE-15"

7348.

TREE-16"

7348.

TREE13"

7350.

TREE-7" O

FFSET 5FT

NE

7350.

TREE-7" O

FFSET 5FT

E 7350.

TREE-15"

7350.

N

Construction limit

Slope stake limit

Edge of pavement to be constructed

"YNER Seed Alg" Line

Construction limit

Slope stake limit

Profile grade

Existing ground

Wetlands

See Section G

24-inch pipe culvert

68+70

Edge of pavement

Terminal section, type MGS tangent

Roadway obliteration, method 1

Site Plan and Geometric Layout

See Sheets D.11-12 for Northeast Entrance Station

Grade Break

65+00

See Section G

24-inch pipe culvert

63+29

See Section G

Removal of pipe culvert

63+32

See Section G

Removal of pipe culvert

68+24

6 6

7 6

PI 66+52.74

P T

.8

P C

.9

C S

.2

.2

Δ = 27°33'20" (RT)

R = 1,190.00' T = 291.80' L = 572.31' e = 5.0%

Δs = 03°36'40" Ls = 150.00'

63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00

7,330 7,330

7,340 7,340

7,350 7,350

7,360 7,360

-5.00%

-4.50%

+1.00%

.0

.9

.0

.1

L P

.4

SSD = 342'

K = 40

170' VC

HLSD = 364'

435' VC

Emb: 1,501 CY Exc: 3,971 CY

Legend:

Bank Stabilization Potential Creekside

Subexcavation/Permeable Backfill

T

67+00 to 68+50

68+00 to 72+20

:3 c to b e r

P la n

-P ro fi le

S h e p w w o rk d ir \j a c o b s -u s -v a -p w -0

\d

\y e ll -5 p ln p p .d g n

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) D.9

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Slope stake limit

Edge of pavement

Construction limit

Slope stake limit to be constructed

"YNER Seed Alg" Line

END PROJECT

Profile grade

Existing ground

Wetlands

See Section G

24-inch pipe culvert

82+90

Edge of pavement

Turnout; 84+25 to 86+27

Terminal section, type MGS tangent

Roadway obliteration, method 1

Curb, log

N

See Section G

Removal of pipe culvert

82+70

5 8 6 8 7 8 8 8

9 9

PI 97+07.88

Δ = 62°35'11" (LT)

R = 3,300.00' T = 2,005.89' L = 3,604.71' e = 2.8%

P C

.9

77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00

7,340 7,340

7,350 7,350

7,360 7,360

7,370 7,370

76+00

+5.0 7%

+1.00%

.0

.1

HLSD = 525'

K = 123

500' VC

and cross-slope

Match existing roadway elevation

E = 2645856.11

N = 1969307.44

"YNER Seed Alg" 86+27.00

END CONSTRUCTION

Emb: 553 CY Exc: 2,590 CY

Legend:

T

.2

L T

.0

.3

R

T

.0

.0

R

T

.0

YELLOWSTONE

NATIONAL

PARK

CUSTER

GALLATIN

NATIONAL

FOREST

:0 c to b e r

P la n

-P ro fi le

S h e p w w o rk d ir \j a c o b s -u s -v a -p w -0

\d

\y e ll -5 p ln p p .d g n

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) D.10

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

UTIL

LID

PIPE

UTIL

UTIL

9 6 0 6

1 6

TREE-14"

7341.77

TREE-12"

7341.89

TREE-16"

7341.98

TREE-10"

7342.01

TREE-9"

7342.24

TREE-7"

7342.33

TREE-5"

7342.67

TREE-19"

7343.08

TREE-9"

7343.18

TREE-14"

7343.33

TREE-10"

7343.36

TREE-13"

7343.38

TREE-10"

7343.52

TREE-6"

7343.54

TREE-14"

7343.80

TREE-14"

7344.09

TREE-3"

7344.53

TREE-24"

7344.80

TREE-28"

7344.84

TREE-3"

7344.90

TREE-24"

7345.02

TREE-4"

7345.02

TREE-12"

7345.11

TREE-4"

7345.30

TREE-4"

7345.44

TREE-17"

7345.48

TREE-5"

7345.60

TREE-1"

7345.64

TREE-5"

7345.66

TREE-1"

7345.71

TREE-2"

7345.86

TREE-10"

7346.01

TREE-4"

7346.51

TREE-17"

7346.78

TREE-9"

7346.89

TREE-9"

7346.95

TREE-11"

7347.81

TREE-12"

7348.20

TREE-15"

7348.30

TREE-16"

7348.83

TREE13"

7350.01

TREE-7" OFFSET 5FT NE

7350.02

TREE-7" OFFSET 5FT E

7350.13

TREE-15"

7350.45

UTIL

LID

PIPE

UTIL

around stairs warp cut slopes protect in place, Existing stairs, to be constructed

"YNER Seed Alg" line

N

N

Edge of pavement protect in place

Existing log fence, protect in place

Existing log fence, Edge of pavement

Edge of pavement

Edge of pavement around stairs warp cut slopes protect in place, Existing stairs, Landmark Boundary

National Historic to be constructed

"YNER Seed Alg" line for a 2' wide path

Omit topsoil, seeding and mulch

Access Layout

See Section E; Vault Toilet

Curb, log

Curb, log around stairs warp cut slopes protect in place, Existing stairs, 6-inch compacted depth

Roadway aggregate, method 2, 64+63 to 65+20

Gravel Turnout protect in place

Existing trees, Existing tree, protect in place protect in place

Existing concrete pavement, National Historic Landmark Boundary protect in place

Existing concrete pavement, 63+40 to 64+40

Turnout

SCALE IN FEET

40 80

:1 c to b e r

N o r th e a s t

E n tr a n c e S ta ti o n S it e P la n

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln

D

.d g n

SITE PLAN

NORTHEAST ENTRANCE STATION

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) D.11

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

UTIL

LID

PIPE

UTIL

UTIL

9 6 0 6

1 6

TREE-14"

7341.77

TREE-12"

7341.89

TREE-16"

7341.98

TREE-10"

7342.01

TREE-9"

7342.24

TREE-7"

7342.33

TREE-5"

7342.67

TREE-19"

7343.08

TREE-9"

7343.18

TREE-14"

7343.33

TREE-10"

7343.36

TREE-13"

7343.38

TREE-10"

7343.52

TREE-6"

7343.54

TREE-14"

7343.80

TREE-14"

7344.09

PIPE

TREE-3"

7344.53

TREE-24"

7344.80

TREE-28"

7344.84

TREE-3"

7344.90

TREE-24"

7345.02

TREE-4"

7345.02

TREE-12"

7345.11

TREE-4"

7345.30

TREE-4"

7345.44

TREE-17"

7345.48

TREE-5"

7345.60

TREE-1"

7345.64

TREE-5"

7345.66

TREE-1"

7345.71

TREE-2"

7345.86

TREE-10"

7346.01

TREE-4"

7346.51

TREE-17"

7346.78

TREE-9"

7346.89

TREE-9"

7346.95

TREE-11"

7347.81

TREE-12"

7348.20

TREE-15"

7348.30

TREE-16"

7348.83

TREE13"

7350.01

TREE-7" OFFSET 5FT NE

7350.02

TREE-7" OFFSET 5FT E

7350.13

TREE-15"

7350.45

UTIL

LID

PIPE

UTIL

N

N

D1

D2

D3

D7

D8

D9

D10

D11

D12

D4

P5

D6

D13

D19

D24

D16

D23

D22

D21

D17

D14

P15

D20

SCALE IN FEET

40 80 R

R

:1 c to b e r

N o r th e a s t

E n tr a n c e S ta ti o n

G e o m e tr ic L a y o u t S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln

D

.d g n

GEOMETRIC LAYOUT

NORTHEAST ENTRANCE STATION

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) D.12

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

W id th

Line to be constructed shoulder edge

Normal paved shoulder edge

Normal paved

R

LC

15' (typ.)

2%

Variable

Variable

NO SCALE

shoulder edge

Normal paved

CROWNED

SUPER-ELEVATED LT

SUPER-ELEVATED RT

Turnout

Turnout

Turnout

TURNOUT LAYOUT DETAIL

LC

LC

TURNOUT SECTION DETAILS

2%

2%

2%

Station to Station (See Section D)

Turnout Locations

50' taper, typ. 50' taper, typ.

shoulder edge

Normal paved

45' R +/-

50' taper, typ.

LAYOUT OF CURVE DETAIL

2'

2'

13'

See Section K for details

Snowpole holder (typ.)

R

' R

' R

S e e T a b le

See Turnout Locations Table

Curb, log

See Turnout Locations Table

Curb, log

See Section H

See Turnout Locations Table;

Curb, log

2' 2'

NOTE:

Gravel pullout at 64+63 to 65+20 uses 20' radius and 20' taper length.

Pavement structure for turnouts is the same as the adjacent roadway.

2.

1.

:0

S e p te m b e r

T u r n o u t

D e ta il s S ta n d a r d T u r n o u t

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln

D

.d g n

STANDARD TURNOUT DETAILS

PROJECT

D.13

MT NPS YELL 12(5)

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

:5 c to b e r

T a b u la ti o n o f A p p r o a c h R o a d s a n d P a r k in g Q u a n ti ti e s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln

E

.d g n

QUANTITIES

ROADS AND PARKING

TABULATION OF APPROACH

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) E.1

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Existing edge of gravel

Construction limit

E4

E3

E1 E2

E11 E10

Mitigation, landscape log

E9

Place conserved boulder (2)

2-inch compacted depth

Place roadway aggregate, method 2, Minor grading of existing gravel.

E5

E6

E7 E8 and regrade channel

Remove existing culvert grade to match surrounding)

(remove existing gravel and

Roadway obliteration

Restoration grading

Existing edge of gravel

Restoration grading limits

SCALE IN FEET

20 40

S o d a B u tt e C re e k

7274'

:4 c to b e r

W a r m

C r e e k

P ic n ic

A r e a S it e P la n a n d G e o m e tr ic L a y o u t S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln

E

.d g n

LAYOUT

SITE PLAN AND GEOMETRIC

WARM CREEK PICNIC AREA

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) E.2

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

TREE-3"

7344.90

TREE-4"

7345.02

TREE-12"

7345.11

TREE-4"

7345.44

TREE-17"

7345.48

TREE-2"

7345.86

TREE-9"

7346.89

TREE-9"

7346.95

TREE-11"

7347.81

TREE-12"

7348.20

TREE-15"

7348.30

TREE-16"

7348.83

TREE13"

7350.01

TREE-7" OFFSET 5FT NE

7350.02

TREE-7" OFFSET 5FT E

7350.13

TREE-15"

7350.45

N

Sidewalk

6'

See Section H

Curb, log (6-inch)

See Section H

Curb, log (6-inch) See Section H

Curb, log (6-inch)

Sidewalk

6'

4-inch depth

Sidewalk, colored concrete

4-inch depth

Bedding material, 4-inch depth

Bedding material, 3:13:1

3:13:1

1.5%

1.5% restroom facility

Removal of vault toilet

Fixture, Sidewalk, colored concrete

Sidewalk, asphalt

Existing ground

Profile Grade Line

Pavement

Edge of

Turnout

Match

6'

1.5%

7.5%

Sidewalk, asphalt

Sidewalk, colored concrete

E l.

.5

E l.

.7

4-inch compacted depth Sidewalk, asphalt, trash receptacle Remove and reset

CONSTRUCTION

TOILET ACCESS

BEGIN VAULT

CONSTRUCTION

TOILET ACCESS

END VAULT

29' 16'

PI 80+16.22

Δ = 61°34'30" (LT)

R = 5.00' T = 2.98' L = 5.37' e = N/AS

°5

'1

"E

N79°32'16" E

PC 80+13.24

PT 80+18.61

79+90 80+10 80+20 80+30 80+40 80+50

7,330

7,335

7,340

7,345

7,350

7,355

7,360

7,365

7,330

7,335

7,340

7,345

7,350

7,355

7,360

7,365

80+00 80+60

0.0%

Legend:

E = 2643723.81

N = 1969730.51

"Sidewalk Alg" 80+00.00

E = 2643768.77

N = 1969724.30

"Sidewalk Alg" 80+51.00

:3 c to b e r

S id e w a lk

P la n

S h e p w w o rk d ir \j a c o b s -u s -v a -p w -0

\d

\y e ll

-5 p ln

E

.d g n

AND GEOMETRIC LAYOUT

VAULT TOILET ACCESS SITE PLAN

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) E.3

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Curb, log

Construction limit

Slope stake limit Edge of pavement

Edge of pavement

Curb, log

Curb, log

See Section K

Remove and reset sign method 2

Roadway aggregate, 13' 2'

See Section H

Curb, log

Grade breakSee Section H

Curb, logExisting ground

Ditch bottom

12-inch compacted depth

Roadway aggregate, method 2, 12-inch compacted depth

Select borrow

2.0%

See Section C

Match adjacent pavement structural section, 1' 1'

1:41:4

6"

P6

P5

P1

P2 P4

See Section D

Turnout; 84+25 to 86+27

Normal paved shoulder edge

C o n s tr u c ti o n l im it

S lo p e s ta k e l im it

5'

Turf establishment limits

P3

85 8

A

A

SECTION A-A

:5 c to b e r

E n tr a n c e S ig n

P a r k in g

A r e a S it e P la n a n d G e o m e tr ic L a y o u t S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln

E

.d g n

LAYOUT

SITE PLAN AND GEOMETRIC

ENTRANCE SIGN PARKING AREA

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) E.4

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

:3 c to b e r

T a b u la ti o n o f E r o s io n C o n tr o l Q u a n ti ti e s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln e c

F

.d g n

CONTROL QUANTITIES

TABULATION OF EROSION

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) F.1

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

S83°52'46"E

N89°01'41" E

6 1 7 1 8 1 9 2

Wetlands

BEGIN PROJECT

N89°01'41"E

N64°5 6'37

"E

9 3 0 3 1 3

2 3 3 3

4 3

Legend:

Fiber rolls

Check dam

Silt fence

E = 2638891.84

N = 1969555.76

"YNER Seed Alg" 13+25.00

BEGIN CONSTRUCTION

:5 c to b e r

Y

N E

R S e e d

A lg

P la n

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln p ln e c .d g n

CONTROL PLANS

SOIL EROSION AND SEDIMENT

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) F.2

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

0 4

Wetlands

Soil erosion control, inlet protection (4)

N67° 09'2

6"E

N59 °3

1'3 3"

E

N77°49'47"E

6 5 7 5

3 6

Legend:

Fiber rolls

Check dam

Silt fence

:4 c to b e r

Y

N E

R S e e d

A lg

P la n

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln p ln e c .d g n

CONTROL PLANS

SOIL EROSION AND SEDIMENT

PROJECT

F.3

MT NPS YELL 12(5)

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

S71°00'13"E

6 6

7 6

Wetlands

END PROJECT

86 8 7 8 8 8 9 9 0 9

1 9 2 9

Legend:

Fiber rolls

Check dam

Silt fence

E = 2645856.11

N = 1969307.44

"YNER Seed Alg" 86+27.00

END CONSTRUCTION

:1 c to b e r

Y

N E

R S e e d

A lg

P la n

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln p ln e c .d g n

CONTROL PLANS

SOIL EROSION AND SEDIMENT

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) F.4

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

FOOTNOTE:

NO SCALE

NOTE:

ELEVATION

PLAN

Flow

Fi ll slo pe

Flow

T o e o f s lo p

Flow

Varies m in clearing

Limits of m in

(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

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

SOIL EROSION CONTROL, SILT FENCE AND

ASSEMBLY DETAIL FOR

TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

SOIL EROSION CONTROL, SILT FENCE AND

PLACEMENT DETAIL 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.

f o 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 compacted soil

Backfilled and

Varies

[1]

(approximately 30') check dam at outlet, Install soil erosion control, [1]

[1]

[1]

[1]

[1]

:0

S e p te m b e r

E r o s io n C o n tr o l

D e ta il s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln e c

F

.d g n

EROSION CONTROL DETAILS

PROJECT

F.5

MT NPS YELL 12(5)

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

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 DETAIL

TRAPEZOIDAL DITCH CROSS-SECTION DETAIL

(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 t y p t y p

> 25

(S) (ft)

Fiber roll 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%.

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

[1]

[1]

[2]

[3]

[4]

[4]

[4]

[3][4]

[2][4]

:0 e p te m b e r

C h e c k

D a m

D e ta il s

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln e c

F x .d g n

CHECK DAM DETAILS

PROJECT

F.6

MT NPS YELL 12(5)

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T overlap onto curb

Gravel filled bags

Spillway 1-bag high

2-bags high. See Note 5

Gravel filled bags Spillway 1-bag high

Drop inlet

Back of curb

Face of curb

Drop inlet

2-bags high. See Note 5

Gravel filled bags Spillway 1-bag high

PLAN VIEW - INLET AT SAG

PLAN VIEW - INLET ON GRADE

Drop inlet grate

Accumulated sediment

Catch basin

Drop inlet grate

Spillway (beyond)(stacked tightly)

Gravel filled bags

Accumulated sediment

Drop inlet

Expansion restraint

Prefabricated filter insert

Lifting loops (2 each)

Dump straps (2 each) Drop inlet grate

Drop inlet grate

Back of curb

Face of curb

Fiber roll in full contact with the ground

Fiber roll

6.

5.

4.

3.

2.

1.

PLAN

DROP INLET PROTECTION (TYPE B)

GRAVEL BAG BERM

SECTION B-B

See Note 6

DROP INLET PROTECTION (TYPE C)

PREFABRICATED FILTER INSERT

DROP INLET PROTECTION (TYPE A)

FIBER ROLL

SECTION A-A

B

B

A

A

Flow Flow

Flow

Include a high-flow bypass in the insert.

and allow collected material removal without spillage.

Size the prefabricated filter insert (Type C) to fit the drop inlet fabric to the top of the fabric with clean, silt-free coarse next layer of bags on top of it. Extend the geotextile fabric a bags to the spillway elevation. Anchor the fabric by placing the the upstream face of the bags. Place fabric over the top of the fit is unachievable, install geotextile filter, class 2, type C along sediment flows between or underneath the bags. Where tight

Pack gravel filled bags tightly together end to end to ensure no

Maximum top of gravel bag spillway elevation = approved by the CO.

Select the inlet protection device to fit field conditions as

High-flow bypass 1" x 1" or 1" Ø wood stake. See Note 2

9" Ø (min.) fiber roll

Top of curve minus 1-inch.

x 18-inches.

Approximate finished dimension of gravel bags is 12-inches on center. Drive stakes 12-inches (min.) in undisturbed soil.

Install fiber rolls with stakes spaced no more than 24-inches aggregate between 2-inches and 3-inches in diameter.

minimum of 18-inches upstream of the bags. Cover geotextile

Sheet 1 of 2

PROTECTION

TEMPORARY INLET

NOTE:

Flow Flow

WFLHD DETAIL

DETAIL APPROVED FOR USE 7/2016

REVISED:

157-2W

:1 e p te m b e r

W a T e m p o r a r y

I n le t

P r o te c ti o n

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln e c F

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) F.7

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

2.

1.

D

D

E

E

CC

Overflow water

Filtered

DROP INLET PROTECTION (TYPE D1)

BLOCK AND GRAVEL

SECTION C-C

CURB INLET PROTECTION (TYPE D2)

BLOCK AND GRAVEL

SECTION D-D

CURB INLET PROTECTION (TYPE E)

INLET PROTECTION DEVICE

SECTION E-E

PLAN

Overflow

8" x 8" x 16" (nominal)

8" x 8" x 16" (nominal)

2" x 2" (nominal) wood frame

2" x 4" (nominal) wood stud

12" (min.)

Sheet 2 of 2

PROTECTION

TEMPORARY INLET

2"

18"

9"

12" (min.)

Wire mesh Concrete masonry unit

Curb and gutter

Curb inlet device, see Note 1

Inlet protection

Concrete masonry unit Wire mesh

Curb inlet

Curb inlet

Curb inlet

Accumulated sediment

Sediment laden runoff used to retain concrete blocks

Drop inlet with grate

Accumulated sediment

Filtered water laden runoff

Sediment

Wire mesh

Wire mesh

Gravel filter Gravel filter

NOTE:

Vary dimensions to fit field conditions.

Install device according to manufacturer's recommendations.

filter tubing filled with gravel or other prefabricated filter material.

Inlet protection device (type E) may consist of continuous see Note 1

Inlet protection device, Accumulated sediment Filtered water

DETAIL APPROVED FOR USE 7/2016

REVISED:

157-2W

:1 e p te m b e r

W b T e m p o r a r y

I n le t

P r o te c ti o n

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln e c F

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.8

MT NPS YELL 12(5)

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

FIBER ROLL

(FT)

(FT)

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

DETAIL APPROVED FOR USE 10/2014

7/2016 REVISED:

157-21W

:1 e p te m b e r

W

F ib e r R o ll

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln e c

F

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) F.9

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

Existing paved road

STABILIZED CONSTRUCTION EXIT

6" (min.)

50' (typ.)

4.

3.

2.

1.

NOTE:

Geotextile, class 1, type A

Separation-stabilization

Placed filter rock

Adjust length to fit field conditions as approved by the CO.

onto paved roadway.

Remove build-up of sediment as necessary to reduce tracking using exit.

Construct radius to allow turning movement of typical truck drainage ditches.

CO. Provide temporary drainage where entrance crosses existing

Construct drainage ditches along entrance or as directed by the ingress / egress area, 20' (typ.)

Provide full width of

See Note 2

25' R, (typ.)

:3 e p te m b e r

S ta b il iz e d C o n s tr u c ti o n E x it

D e ta il

S h e p w w o r k d ir

\j a c o b s u s v a p w

\d

\y e ll p ln e c F

.d g n

EXIT DETAIL

STABILIZED CONSTRUCTION

PROJECT

NUMBER

SHEET

MT NPS YELL 12(5) F.10

R E

V

IE

W

N O

T F

O R

C O

N S

T R

U C

T

[1]

3"

4"C

3"

2"C

2"

2"C

14"

"2

"B2

FOOTNOTE:

SWPPP NOTICE SIGN

42"

"8

3" IN = 8

5" TH = 8

1BORDER R = 1

project information. Install signs in accordance to Section 635.

panel from aluminum. Adjust text as needed for specific

Black border and text on white background. Fabricate sign

See Subsection 107.01A(c) and plans for installation locations. [1]

" dia. bolts 4

Attach sign panels with a…