yell01023_Plans .pdf

PDF 33 MB Posted Jun 30, 2021

Attached to: WY NPS YELL 10(23), Grand Loop Road - Old Faithful to West Thumb
Solicitation number: 69056721R000008
Issued by: Department of Transportation Federal Highway Administration

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PROJECT DESCRIPTION_WY NPS YELL 10(23).pdf	PDF	Jun 30, 2021

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YELLOWSTONE

NATIONAL

PARK

Y E L L O

W S T

O N E

E R

212MONTANA

WYOMING

W Y

O M

H O

To Cody, WY

Lake

Hebgen

Lake

Shoshone

Yellowstone

Lake

Thumb

West

PROJECT AREAS

Hot Springs

Mammoth

Memorial Parkway

John D. Rockefeller, Jr.

Tower

Canyon

Norris

Lake

Madison

Faithful

Old for Vicinity Map

See Sheet A.4

10 0 10 20 30

SCALE IN MILES

Norris

NATIONAL

PARK

SERVICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

PROJECT MANAGER

N. JONES

PLANS FOR PROPOSED PROJECT

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

KEY MAP

NATIONAL PARK

YELLOWSTONE

W Y

O M

H O

WYOMING

MONTANA

Lake

Hebgen

Lake

Shoshone Lake

Yellowstone

Y e llo w s to n e

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

Project Areas

(See details below)Norris

Madison

Tower drainage, and structures

Grading, base, paving, e (max)

SADT (2041)

SADT (2021)

0.060

45 MPH

4840 veh/day1

9020 veh/day on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

APPROVED:

DATE

(INSERT National Park)

Superintendent, Western Federal Lands Highway Division

Chief of Engineering, YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

See Sheet A.2 for Index to Sheets

WY NPS YELL 10(23); NPS PMIS NO. 54348

GRAND LOOP ROAD, OLD FAITHFUL TO WEST THUMB

TETON COUNTY, WYOMING

Grand Loop Road, 9205+00.00 to 9220+75.00 )

(All work under Schedule B and all work associated with South Entrance Road, 1003+00.00 to 1108+00.00 and

SCHEDULE C LENGTH 21.391 MILES

(All work under Schedule A and all work associated with Grand Loop Road, 466+00.00 to 921+10.00)

SCHEDULE B LENGTH 19.104 MILES

(All work associated with Grand Loop Road, 3005+35.00 to 3100+00.00, 0+00.00 to 394+94.00, 402+00.00 to 466+00.00)

SCHEDULE A LENGTH 10.485 MILES

M a r c h

T it le r S h e e t c p w w o r k \d

\y e ll a a .d g n

STATE PROJECT

NUMBER

SHEET

WY NPS YELL 10(23) A.1

NPS Drwg. No. 101/109186NPS PMIS No. 54348

PRELIM

ARY

INDEX TO SHEETS INDEX TO SHEETS

A. GENERAL INFORMATION

A.1 TITLE SHEET

PLAN SYMBOLS AND ABBREVIATIONS

B.1-5

B. SUMMARY OF QUANTITIES

C. TYPICAL SECTION

E.1

H.1

A.3

A.4

F. EROSION CONTROL

L. TEMPORARY TRAFFIC CONTROL

A.2

C.9

C.10

L.1

C.11

C.12

C.13

L.2

E.2

E.3

E.4

E.5

E.6 CONTINENTAL DIVIDE PARKING

INFORMATIONAL SIGNING

M. PERMANENT TRAFFIC CONTROL

M.1-5

SIGN POST AND INSTALLATION DETAILS

GOVERNMENT-FURNISHED SIGN, TYPE 6

M.58

VICINITY MAP

TABULATION OF PAVEMENT STRUCTURE QUANTITIESC.1-3

TABULATION OF TURNOUT AND APRON QUANTITIESC.4-6

C.7-8 TABULATION OF SUBEXCAVATION AND BACKFILL QUANTITIES

TYPICAL SECTIONS TURNOUT AND PAVEMENT OVER SUBEXCAVATION

SUBEXCAVATION AND BACKFILL TYPE 1 AND 2

TYPE 5 SUBEXCAVATION AND THERMAL SECTIONS

D.4-5

D.10-40 PLAN (0+50 TO 921+10)

D.41-44 PLAN (1003+40 TO 1108+00)

PLAN (9205+00 TO 9230+40)

PLAN (3005+00 TO 3100+00)

D. PLAN

KEPLER CASCADE PARKING

DELACY CREEK PARKING

SHOSHONE LAKE PARKING

F.3

TABULATION OF SIGN QUANTITIES

M.20-50

M.51-54

M.16-19

M.56 GOVERNMENT-FURNISHED SIGN, TYPES 1 AND 2

M.57

INDEX TO SHEETS

SUMMARY OF QUANTITIES - SCHEDULE A

B.6-10 SUMMARY OF QUANTITIES - SCHEDULE B

SUMMARY OF QUANTITIES - SCHEDULE C

D.1-3 TABULATION OF CURB QUANTITIES

TABULATION OF GUARDRAIL QUANTITIES

SCAUP LAKE PARKING

TABULATION OF TEMPORARY EROSION CONTROL QUANTITIESF.1-2

SOIL EROSION CONTROL DETAILS

F.4 STD. DRWG. W157-21, FIBER ROLL

H. GUARDRAIL DETAILS

I.1

I. MISCELLANEOUS DETAILS

ASPHALT CURB

K. MATERIAL SOURCE, STAGING, AND STOCKPILE SITES

TABULATION OF TEMPORARY TRAFFIC CONTROL QUANTITIES

TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIESM.6

M.7-15 TABULATION OF PAVEMENT MARKING QUANTITIES

SIGNING AND STRIPING (0+00 TO 921+10)

SIGNING AND STRIPING (1003+40 TO 1108+00)

M.55

M.76

M.77

M.78

M.59-73

M.74-75 PERMANENT PAVEMENT MARKING DETAILS

DOUBLE TUBULAR STEEL GATE AND OBJECT MARKERS

TABULATION OF PARKING LOT QUANTITIES

E. PARKING AREAS AND APPROACH ROADS

B.11-15 I.2

I.3 LOG CURB AND ASPHALT SIDEWALK DETAIL

D.6-9

D.45

SNOWPOLE HOLDER DETAIL

DELINEATOR DETAIL

SIGNING AND STRIPING (3005+00 TO 3100+00)

SIGNING AND STRIPING (9205+00 TO 9219+00)

STRIPING LAYOUT

STD. DRWG. 635-1 - ADVANCE SIGNING

L.4

L.6

STD. DRWG. 635-2 - TEMPORARY PAVEMENT MARKINGS

L.7

L.8

L.9

L.10

L.11

L.12

L.13

STD. DRWG. 635-5 - ROAD CLOSURE LAYOUT (WITH FLAGGERS)

STD. DRWG. 635-6 - SINGLE LANE CLOSURE LAYOUT (WITH FLAGGERS)

STD. DRWG. 635-7 - SINGLE LANE CLOSURE LAYOUT (WITH YIELD SIGN)

STD. DRWG. 635-8 - SINGLE LANE CLOSURE LAYOUT (WITH STOP SIGNS)

STD. DRWG. 635-10 - SHOULDER CLOSURE LAYOUT

STD. DRWG. 635-11 - PART LANE WIDTH AND SHOULDER CLOSURE LAYOUT

STD. DRWG. 635-13 - SINGLE LANE CLOSURE LAYOUT WITH TEMPORARY BARRIER

STD. DRWG. 635-14 - SIGN INSTALLATION, WOOD POSTS

STD. DRWG. 635-3 - DELINEATION AND SIGNING FOR UNMARKED PAVEMENTS

TYPICAL SECTIONS MAINLINE

MGS AND G4 W-BEAM GUARDRAIL INSTALLATION IN ROCK

H.4-5 YELLOWSTONE W-BEAM GUARDRAIL WOOD POST

STONE MEDIAN DETAIL

I.4 ACCESSIBILITY RAMP DETAILS

L.3

L.5

SUBEXCAVATION AND BACKFILL TYPE 3

G. DRAINAGE AND CULVERTS

G.7

G.10

STONE MASONRY HEADWALL FOR PIPE CULVERT

G.6 VITRIFIED CLAY PIPE CULVERT DETAILS

G.3-4

TABULATION OF DRAINAGE QUANTITIES (SCHEDULE A)

TABULATION OF DRAINAGE QUANTITIES (SCHEDULE B)

TABULATION OF DRAINAGE QUANTITIES (SCHEDULE C)

G.1-2

G.5

RECONDITION PAVED WATERWAY TYPE 2

G.8 STD. DRWG. 604-1 - CATCH BASIN TYPE 1

STD. DRWG. 604-3 - METAL FRAME AND GRATE TYPE BG.9

G.11

G.13

G.12

STD. DRWG. 602-1 - METAL PIPE CULVERT

STD. DRWG. 602-5 - PLASTIC PIPE CULVERT

STD. DRWG. 602-3 - METAL AND PLASTIC PIPE CULVERT BEDDING

H.2

H.3

G4-W BEAM GUARDRAIL LOW SPEED TERMINAL TYPE LST, WOOD POSTS

MGS AND G4 W-BEAM GUARDRAIL TYPE TANGENT TERMINAL AND GRADING

K.1 WATERSHEDS AND WATER SOURCES

K.2

K.3 MESA PIT

VICINITY MAP MATERIAL AND STAGING AREAS

K.4 MADISON LANDFILL

K.5 PUMICE POINT

H.6 MGS W-BEAM GUARDRAIL LONG-SPAN SYSTEM

F.5-6 STD. DRWG. W157-2, TEMPORARY INLET PROTECTION

C.14 PAVEMENT CONNECTION DETAILS

M a r c h

I n d e x t o S h e e ts p w w o r k \d

\y e ll a b .d g n

INDEX TO SHEETS

STATE PROJECT

NUMBER

SHEET

WY NPS YELL 10(23) A.2

NPS Drwg. No. 101/109186NPS PMIS No. 54348

PRELIM

drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT

LPSM

long.

LNFT

lat.

lam.

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

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

pavement point of tangent point of spiral to tangent point of spiral to curve 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 rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

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

thd.

TBM

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east 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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

S symmetrical 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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

CP GPS

36 31

6 1

36 31

6 1

SEC.

EL. 1234.56

RIP

G G

W W

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

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 mile post main line

M.P.

M.L.

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, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor) Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

REVISED: 9/2005 1/2007 10/2009 10/2014 W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

El. 94.16 ft e E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT Ls

LPSM

long.

LNFT

lat.

lam.

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

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

rt. or RT reqd.

reinf.

rdwy.

R/W R.

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

thd.

TBM

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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

rt. or RT reqd.

reinf.

rdwy.

R/W R.

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

thd.

TBM

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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon

6 1

36 31

6 1

SEC.

6 1

36 31

6 1

SEC.

EL. 1234.56

G GW W

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

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 mile post main line

M.P.

M.L.

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT Ls

LPSM

long.

LNFT

lat.

lam.

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

N normal crown north

EL. 1234.56

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

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 mile post main line

M.P.

M.L.

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT Ls

LPSM

long.

LNFT

lat.

lam.

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

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

rt. or RT reqd.

reinf.

rdwy.

R/W R.

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

thd.

TBM

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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon

6 1

36 31

6 1

SEC.

EL. 1234.56

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

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 mile post main line

M.P.

M.L.

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT Ls

LPSM

long.

LNFT

lat.

lam.

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

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

rt. or RT reqd.

reinf.

rdwy.

R/W R.

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

thd.

TBM

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 yd3 yd2

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall

WESTERN FEDERAL LANDS HIGHWAY DIVISION

W W

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

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 mile post main line

M.P.

M.L.

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

6 1

36 31

6 1

SEC.

EL. 1234.56

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

ctrs.

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 mile post main line

M.P.

M.L.

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EQ or eq.

emb.

elev.

ga.

galvanized gage (gauge)

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

joint inside diameter

lt. or LT Ls

LPSM

long.

LNFT

lat.

lam.

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

N normal crown north

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

rt. or RT reqd.

reinf.

rdwy.

R/W R.

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

thd.

TBM

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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon

6 1

36 31

6 1

SEC.

EL. 1234.56

G G cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SADT

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

DIDIDIDIDIDI

M a rc h

P la n S y m b o ls c p w

-w o rk

\d \y e ll a c .d g n

STATE PROJECT

NUMBER

SHEET

WY NPS YELL 10(23) A.3

NPS Drwg. No. 101/109186NPS PMIS No. 54348

PRELIM

SCALE IN MILES

1 1 2 3

L O W E R G E Y S E R B A S I N

Nez Pe rce Cree k

S p ru c e

J u n ip e r

Creek

W hite

A r n ic a

C re e k

Lake

Chickadee

Lake

Nuthatch

Dry

Creek

Lakes

DeLacy

Lake

Mallard

Lake

Teal

Lake

Pocket

S H O S H O N E

L A K E

W E S T T H U M B

Geyser Basin

West ThumbLake

Duck

H e rro n

Creek

W e s t

For k

Firehole

B asin

R iver

B A S I N

G E Y S E R

U P P E R

Basin

Geyser

Midway

Mallard Creek

Great Fountain Geyser

Paint Pot

Fountain

Lake

Goose

VILLAGE

GRANT

C reek

OLD FAITHFUL

THUMB

WEST

Creek

M il e s

Y e ll o w s to n e

M T

T o W e s t

T o M o r a n

W Y

3100+00.00

BEGIN PROJECT

0+00.00

CONTINUE SCHEDULE C

END SCHEDULE B

3005+35.00

BEGIN SCHEDULE A

SCHEDULE A, B, C

Isa Lake vicinity

394+94.00

=9205+00.00

=1108+00.00

921+10.00

SUSPEND SCHEDULE A, B, C

RESUME SCHEDULE A, B, C

SUSPEND SCHEDULE A, B, C

RESUME SCHEDULE A, B, C

Isa Lake vicinity

402+00.00

Delacy Creek vicinity

466+00.00

CONTINUE SCHEDULE B, C

END SCHEDULE A

RESUME SCHEDULE C

9220+75.00

END SCHEDULE C

END PROJECT

1003+00.00

RESUME SCHEDULE C

98 Miles

To Cody, WY

M a r c h

V ic in it y

M a p p w w o r k \d

\y e ll a d .d g n

VICINITY MAP

STATE PROJECT

NUMBER

SHEET

WY NPS YELL 10(23) A.4

NPS Drwg. No. 101/109186NPS PMIS No. 54348

PRELIM

Sheet and Description

C D E F G L M

Typical Section Plan

Parking Areas and Approach

Roads

Erosion Control

Drainage and

Culverts

Temporary Traffic Control

Permanent Traffic Control

Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 15,380 770 16,150

A0140 20301-1400 REMOVAL OF INLET EACH 3 3

A0160 20301-1900 REMOVAL OF PIPE CULVERT EACH 15 15

A0180 20301-2000 REMOVAL OF PIPE END SECTION EACH 10 10

A0200 20301-2400 REMOVAL OF SIGN EACH 55 55

A0220 20301-2400 REMOVAL OF SIGN (GOVERNMENT FURNISHED) EACH 29 29

A0240 20301-3700 REMOVAL OF TERMINAL SECTION (BCT) EACH 26 26

A0260 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 11,363 567 11,930

A0280 20302-0625 REMOVAL OF CURB, LOG LNFT 1,984 96 2,080

A0300 20302-1200 REMOVAL OF GUARDRAIL LNFT 8,518 422 8,940

A0320 20303-1100 REMOVAL OF MEDIAN, STONE SQYD 328 12 340

A0340 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 41 4 45

A0360 20402-0000 SUBEXCAVATION CUYD 26,880 5,420 32,300

A0380 20411-0000 SELECT BORROW TON 29,120 5,780 34,900

A0400 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B (WOVEN) SQYD 23,329 4,671 28,000

A0420 20704-0000 GEOMEMBRANE SQYD 944 156 1,100

A0440 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM SQYD 944 156 1,100

A0460 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 12 60 8 80

A0480 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 10,282 9 519 10,810

A0500 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 21 21

A0520 31002-2000 COLD IN-PLACE RECYCLED ASPHALT BASE COURSE, TYPE B (4-INCH DEPTH) SQYD 180,500 500 181,000

A0540 31010-0000 EMULSIFIED ASPHALT TON 1,278 62 1,340

A0560 31011-0000 LIME TON 366 14 380

A0600 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 31,054 746 31,800

A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 311 19 330

A0660 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 4,367 833 5,200

A0680 40601-0000 FOG SEAL TON 75 5 80

A0700 41201-0000 TACK COAT TON 104 104

A0720 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH SQYD 2,755 85 2,840

A0740 60201-0300 8-INCH PIPE CULVERT LNFT 10 10

A0760 60201-0800 24-INCH PIPE CULVERT LNFT 1,156 54 1,210

A0780 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 16 16

A0800 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 3 3

A0820 60510-0700 6-INCH COLLECTOR PIPE LNFT 4,400 220 4,620

MileStone: 97% Milestone Date Completed: In Progress Report Date: 03/12/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-M ar

-2

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 ye ll0

xl sm ]S he et

STATE PROJECT

B.1NPS YELL 10(23)WY

SHEET

NUMBER

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

PRELIM

Typical Section Plan

Parking Areas and Approach

Roads

Erosion Control

Drainage and

Culverts

Temporary Traffic Control

Permanent Traffic Control

Allowance Bid Schedule

A0840 60510-0800 6-INCH OUTLET PIPE LNFT 665 35 700

A0860 60522-0000 SAND CUYD 125 5 130

A0880 60704-0000 CLEANING CULVERT IN PLACE EACH 35 35

A0900 60815-0200 RECONDITION PAVED WATERWAY, TYPE 2 SQYD 280 20 300

A0920 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 13,286 614 13,900

A0940 60901-7000 CURB, LOG LNFT 1,487 113 1,600

A0960 61501-1100 SIDEWALK, ASPHALT SQYD 41 9 50

A0980 61503-5000 MEDIAN, STONE SQYD 328 12 340

A1000 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 6,130 180 6,310

A1020 61702-1200 TERMINAL SECTION, TYPE LST EACH 6 6

A1040 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 12 12

A1060 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL EACH 7 7

A1080 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 100 100

A1100 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 100 100

A1120 62201-3000 HYDRAULIC EXCAVATOR (MINI EXCAVATOR, 69" MINIMUM WIDTH, WITH THUMB

ATTACHMENT) HOUR 150 150

A1140 62301-0000 GENERAL LABOR HOUR 100 100

A1160 62302-0000 SPECIAL LABOR (STONE MASON) HOUR 50 50

A1180 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN EACH 29 29

A1200 63302-0000 SIGN SYSTEM SQFT 373 373

A1220 63318-1000 SNOW POLE HOLDER EACH 43 43

A1240 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, STOP LINE, 12" WIDTH) LNFT 50 50

A1260 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, LANE LINE, 8" WIDTH) LNFT 1,904 6 1,910

A1280 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLLOW, CENTERLINE) LNFT 195,942 8 195,950

A1300 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, EDGE LINE) LNFT 201,428 2 201,430

A1320 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, PARKING LINE, 4" WIDTH) LNFT 1,182 8 1,190

A1340 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW, CENTERLINE) LNFT 17,100 17,100

A1360 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED (WHITE, EDGE LINE) LNFT 15,946 4 15,950

A1380 63403-0200 PAVEMENT MARKINGS, TYPE B (WHITE, ACCESSIBILITY HATCHED AREA) SQFT 101 9 110

A1400 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B, CROSSWALK) EACH 1 1

A1420 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW (RIGHT) EACH 2 2

A1440 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 3 3

A1460 63502-0400 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1 EACH 100 100

A1480 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 30 30

A1500 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 400 400

A1520 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 200 200

A1540 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 65 65

A1560 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 235 235

A1580 63502-3700 TEMPORARY TRAFFIC CONTROL, SNOW POLE EACH 80 80

A1600 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 1,217 3 1,220

-M ar -2

P M

MileStone: 97% Milestone Date Completed: In Progress Report Date: 03/12/21 c:

\p w -w or k\ d0 ye ll0

xl sm ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2NPS YELL 10(23)WY

SHEET

NUMBER

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

PRELIM

Typical Section Plan

Parking Areas and Approach

Roads

Erosion Control

Drainage and

Culverts

Temporary Traffic Control

Permanent Traffic Control

Allowance Bid Schedule

A1620 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER LNFT 10,000 10,000

A1640 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 48,753 947 49,700

A1660 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 1,504 1,504

A1680 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 12,510 12,510

A1700 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 4,140 4,140

A1720 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 414 414

-M ar -2

P M

MileStone: 97% Milestone Date Completed: In Progress Report Date: 03/12/21 c:

\p w -w or k\ d0 ye ll0

xl sm ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.3NPS YELL 10(23)WY

SHEET

NUMBER

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

PRELIM

Typical Section Plan

Parking Areas and Approach

Roads

Erosion Control

Drainage and

Culverts

Temporary Traffic Control

Permanent Traffic Control

Allowance Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL 2.8% of Est

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 17,060 850 17,910

B0140 20301-1100 REMOVAL OF GATE EACH 1 1

B0160 20301-1400 REMOVAL OF INLET EACH 4 4

B0180 20301-1900 REMOVAL OF PIPE CULVERT EACH 20 20

B0200 20301-2000 REMOVAL OF PIPE END SECTION EACH 12 12

B0220 20301-2400 REMOVAL OF SIGN (GOVERNMENT FURNISHED) EACH 42 42

B0240 20301-2400 REMOVAL OF SIGN EACH 72 72

B0260 20301-3700 REMOVAL OF TERMINAL SECTION (BCT) EACH 73 73

B0280 20301-3700 REMOVAL OF TERMINAL SECTION (BURIED) EACH 25 25

B0300 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 19,407 973 20,380

B0320 20302-0625 REMOVAL OF CURB, LOG LNFT 2,886 144 3,030

B0340 20302-1200 REMOVAL OF GUARDRAIL LNFT 29,440 1,470 30,910

B0360 20303-1100 REMOVAL OF MEDIAN, STONE SQYD 497 23 520

B0380 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 344 16 360

B0400 20402-0000 SUBEXCAVATION CUYD 29,298 5,902 35,200

B0420 20411-0000 SELECT BORROW TON 32,021 6,379 38,400

B0440 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B (WOVEN) SQYD 25,585 5,115 30,700

B0460 20704-0000 GEOMEMBRANE SQYD 944 156 1,100

B0480 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM SQYD 944 156 1,100

B0500 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 4 145 11 160

B0520 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 11,221 18 561 11,800

B0540 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING MILE 38 38

B0560 31002-2000 COLD IN-PLACE RECYCLED ASPHALT BASE COURSE, TYPE B (4-INCH DEPTH) SQYD 340,428 572 341,000

B0580 31010-0000 EMULSIFIED ASPHALT TON 2,410 120 2,530

B0600 31011-0000 LIME TON 689 31 720

B0620 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 55,695 1,705 57,400

B0660 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 557 23 580

B0700 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 4,820 980 5,800

B0720 40601-0000 FOG SEAL TON 142 8 150

B0740 41201-0000 TACK COAT TON 181 181

B0760 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH SQYD 3,164 96 3,260

B0780 60201-0300 8-INCH PIPE CULVERT LNFT 40 40

B0800 60201-0800 24-INCH PIPE CULVERT LNFT 1,465 75 1,540

B0820 60201-0900 30-INCH PIPE CULVERT LNFT 136 4 140

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number c:

\p w -w or k\ d0 ye ll0

xl sm ]S he et

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-M ar -2

P M

MileStone: 97% Milestone Date Completed: In Progress Report Date: 03/12/21

STATE PROJECT

B.4NPS YELL 10(23)WY

SHEET

NUMBER

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

PRELIM

Typical Section Plan

Parking Areas and Approach

Roads

Erosion Control

Drainage and

Culverts

Temporary Traffic Control

Permanent Traffic Control

Allowance Bid Schedule

B0840 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 65 5 70

B0860 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 18 18

B0880 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 4 4

B0900 60510-0700 6-INCH COLLECTOR PIPE LNFT 4,930 250 5,180

B0920 60510-0800 6-INCH OUTLET PIPE LNFT 730 40 770

B0940 60522-0000 SAND CUYD 125 5 130

B0960 60704-0000 CLEANING CULVERT IN PLACE EACH 74 74

B0980 60815-0200 RECONDITION PAVED WATERWAY, TYPE 2 SQYD 620 30 650

B1000 60901-2100 CURB, ASPHALT, 4-INCH DEPTH LNFT 21,330 1,070 22,400

B1020 60901-7000 CURB, LOG LNFT 2,374 126 2,500

B1040 61501-1100 SIDEWALK, ASPHALT SQYD 344 16 360

B1060 61503-5000 MEDIAN, STONE SQYD 497 23 520

B1080 61504-3000 ACCESSIBILITY RAMP, ASPHALT SQYD 16 16

B1100 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 26,103 787 26,890

B1120 61702-1200 TERMINAL SECTION, TYPE LST EACH 18 18

B1140 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 52 52

B1160 61902-0900 GATE, METAL EACH 1 1

B1180 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL EACH 10 10

B1200 62201-0300 DUMP TRUCK, 12 CUBIC YARD MINIMUM CAPACITY HOUR 150 150

B1220 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 150 150

B1240 62201-3000 HYDRAULIC EXCAVATOR (MINI EXCAVATOR, 69" MINIMUM WIDTH, WITH THUMB

ATTACHMENT) HOUR 200 200

B1260 62301-0000 GENERAL LABOR HOUR 150 150

B1280 62302-0000 SPECIAL LABOR (STONE MASON) HOUR 100 100

B1300 63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN EACH 42 42

B1320 63302-0000 SIGN SYSTEM SQFT 463 463

B1340 63309-0000 DELINEATOR EACH 49 49

B1360 63318-1000 SNOW POLE HOLDER EACH 56 56

B1380 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (YELLLOW, CENTERLINE) LNFT 361,138 2 361,140

B1400 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, PARKING LINE, 4" WIDTH) LNFT 1,860 1,860

B1420 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, LANE LINE, 8" WIDTH) LNFT 3,892 8 3,900

B1440 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, EDGE LINE) LNFT 372,944 6 372,950

B1460 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (WHITE, STOP LINE, 12" WIDTH) LNFT 75 75

B1480 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN (YELLOW, CENTERLINE) LNFT 30,450 30,450

B1500 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED (WHITE, EDGE LINE) LNFT 24,892 8 24,900

B1520 63401-0450 PAVEMENT MARKINGS, TYPE B, DOTTED (WHITE, LANE LINE, 8" WIDTH) LNFT 960 960

B1540 63403-0200 PAVEMENT MARKINGS, TYPE B (WHITE, ACCESSIBILITY HATCHED AREA) SQFT 291 9 300

B1560 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B, CROSSWALK) EACH 1 1

B1580 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B, MERGE ARROW) EACH 3 3

B1600 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW (RIGHT) EACH 2 2

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number c:

\p w -w or k\ d0 ye ll0

xl sm ]S he et

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-M ar -2

P M

MileStone: 97% Milestone Date Completed: In Progress Report Date: 03/12/21

STATE PROJECT

B.5NPS YELL 10(23)WY

SHEET

NUMBER

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

PRELIM

Typical Section Plan

Parking Areas and Approach

Roads

Erosion Control

Drainage and

Culverts

Temporary Traffic Control

Permanent Traffic Control

Allowance Bid Schedule

B1620 63405-0500 PAVEMENT MARKINGS, TYPE B, TURN ARROW (LEFT) EACH 3 3

B1640 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 5 5

B1660 63502-0400 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1 EACH 100 100

B1680 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 30 30

B1700 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH EACH 400 400

B1720 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 200 200

B1740 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 65 65

B1760 63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 235 235

B1780 63502-3700 TEMPORARY TRAFFIC CONTROL, SNOW POLE EACH 160 160

B1800 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 1,600 1,600

B1820 63503-0500 TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER LNFT 16,000 16,000

B1840 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 94,263 1,837 96,100

B1860 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 1,504 1,504

B1880 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 12,510 12,510

B1900 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 4,140 4,140

B1920 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 414 414

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number c:

\p w -w or k\ d0 ye ll0

xl sm ]S he et

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-M ar -2

P M

MileStone: 97% Milestone Date Completed: In Progress Report Date: 03/12/21

STATE PROJECT

B.6NPS YELL 10(23)WY

SHEET

NUMBER

NPS PMIS No. 54348 NPS Drwg. No. 101/109186

PRELIM

Typical Section Plan

Parking Areas and Approach

Roads

Erosion Control

Drainage and

Culverts

Temporary Traffic Control

Permanent Traffic Control

Allowance Bid Schedule

C0020 15101-0000 MOBILIZATION LPSM ALL

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

C0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

C0080 15401-0000 CONTRACTOR TESTING LPSM ALL

C0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 18,770 940 19,710

C0140 20301-1100 REMOVAL OF GATE EACH 1 1

C0160 20301-1400 REMOVAL OF INLET EACH 5 5

C0180 20301-1900 REMOVAL OF PIPE CULVERT EACH 25 25

C0200 20301-2000 REMOVAL OF PIPE END SECTION EACH 21 21

C0220 20301-2400 REMOVAL OF SIGN (GOVERNMENT FURNISHED) EACH 65 65

C0240 20301-2400 REMOVAL OF SIGN EACH 96 96

C0260 20301-3700 REMOVAL OF TERMINAL SECTION (BURIED) EACH 25 25

C0280 20301-3700 REMOVAL OF TERMINAL SECTION (BCT) EACH 73 73

C0300 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 30,108 1,502 31,610

C0320 20302-0625 REMOVAL OF CURB, LOG LNFT 2,886 144 3,030

C0340 20302-1200 REMOVAL OF GUARDRAIL LNFT 29,440 1,470 30,910

C0360 20303-1100 REMOVAL OF MEDIAN, STONE SQYD 497 23 520

C0380 20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 344 16 360

C0400 20402-0000 SUBEXCAVATION CUYD 32,012 6,388 38,400

C0420 20411-0000 SELECT BORROW TON 34,740 6,960 41,700

C0440 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B (WOVEN) SQYD 27,778 5,522 33,300

C0460 20704-0000 GEOMEMBRANE SQYD 1,129 271 1,400

C0480 20705-1000 INSULATION BOARD, POLYSTYRENE FOAM SQYD 1,129 271 1,400

C0500 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 CUYD 13 145 12 170

C0520 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 12,434 18 618 13,070

C0540 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING…

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File details come from the government source that posted it. Updated Jun 30, 2021.