SD FTBL BCB 10(1)_Plans_Signed.pdf

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PLANS FOR PROPOSED

PROJECT MANAGER

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

RECOMMENDED:

DATE:

APPROVED:

DATE:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

BUREAU OF LAND MANAGEMENT

U.S. DEPARTMENT OF THE INTERIOR

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

SD FTBL BCB 10(1)

HORSE SOLDIER TO FORT MEADE

NORTH DAKOTA

IOWA

NEBRASKA

WYOMING

MONTANA

MINNESOTA

Aberdeen

Watertown

Sioux Falls

PIERRE

RAPID CITY

Mitchell

Hot Springs

KEY MAP OF SOUTH DAKOTA

INTERSTATE

INTERSTATE

STURGIS

SILVER CITY

DEADWOOD

SPEARFISH

W Y

O M I N

G

S O

U T

H D

A K

O T

A

A1

MARK HOLDEMAN

SD FTBL BCB 10(1)

Project Location

PLANS PREPARED BY

Denver, CO 80202-4824

Suite 3400

1670 Broadway

HDR Engineering, Inc.

NO SCALE

FOR

LENGTH 4.86 miles

MEADE COUNTY

STURGIS, SOUTH DAKOTA

improvements.

aggregate, asphalt paving, signing, and drainage reconditioning, embankment construction, roadway

This project consists of asphalt removal, aggregate

TYPE OF CONSTRUCTION:

HORSE SOLDIER TO FORT MEADE

SD FTBL BCB 10(1)

BUREAU OF LAND MANAGEMENT

FIELD MANAGER, SOUTH DAKOTA FIELD OFFICE

e(max) ---------------

V (6+00 to 7+70)

V (284+50 to 437+98)

V (202+59 to 284+50)

T --------------------

D --------------------

DHV ------------------

ADT (2039) -----------

ADT (2019) -----------

DESIGN DESIGNATIONS:

6%

15 MPH

25 MPH

15 MPH

Not Available

Not Available

Not Available

<100

<100

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

T L B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

08/27/2021 nathan.mascarenas Image nathan.mascarenas Text Box

PER MEMO

nathan.mascarenas Text Box 8/11/21

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d S

Y M B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

08/27/2021

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

BLM

PROJECT SPECIFIC ABBREVIATIONS

horizontal control lineHCL

Bureau of Land Management

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d S

Y M B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

A4

SURVEY CONTROL

GEODETIC AZIMUTH = GRID AZIMUTH + MAPPING ANGLE.

TO COMPUTE GEODETIC AZIMUTHS USE THE FOLLOWING FORMULA:

POINTS.

THE COMPUTED DISTANCE BY A MEAN COMBINED FACTOR OF THE TWO

THE GROUND: INVERSE THE STATE PLAN COORDINATES AND DIVIDE

TO PRECISELY CHECK DISTANCES BETWEEN POINTS AS MEASURED ON

NOTE:

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d S

U R B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

Interstate 90

B a c k c o u n tr y B y w a y R o a d

T o R a p id C ity

To Union Center

To Spearfish

Highway 34

T o R a p id C ity

M ile s

18 miles

43 miles Sturgis

SITE MAP

4000'2000'0

Scale in Feet

A5

Backcountry Byway Road

Horse Soldier to Fort Meade

SD FTBL BCB 10(1)

Begin Project 202+59

+00

0+

300+00

360+00

0+

+00

0+

353+60 to 360+90 Realignment area

E: 230407.88

N: 1058160.21

E: 216124.35

N: 11060619.76

700+12 to 701+32 Parking area

800+50 to 811+68 Alkali Trailhead Parking

900+50 to 907+65 Alkali Campground

6+00 to 7+70 Old Stone Road

Backcountry Byway Road

Horse Soldier to Fort Meade

SD FTBL BCB 10(1)

End Project 437+97.80

NOTE:

for additional information.

roadway or pull-outs. Refer to SCR Section 105 materials on areas outside of the existing and materials. Do not stage equipment or roadways for staging and storage of equipment

The Contractor may use the closed project

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d S I T

E B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

A

M c p w w o r k in g c e n tr a l0 d T

Y P B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

Existing Slope

Variable

Existing Slope

Variable

Average Existing Width A6 varies from 4" to 6".

Existing aggregate base depth

TYPICAL SECTIONS

Station to Station

LENGTH OF PROJECT

(ft)

Roadway

(ft)

202+59 to 437+98 N/A23,539

Varies

Existing Slope

Variable

Varies 0' to 35'

Match existing width Traveled Way

NO SCALE

Existing Slope

Variable

Existing Slope

Variable

12' 12'

11' 11'

20'-24'

CL

CL

CL

PULLOFFS

TYPICAL SECTION

207+90 to 281+90

TYPICAL SECTION

6+00 to 7+70 N/A170

Bridge

N/A

Description

Backcountry Byway Road

Old Stone Road

N/A

N/A Alkali Trailhead and Parking

Alkali Campground

Parking

TOTALS (ft)

TOTAL (mi)

25664

4.86

N/A

800+50 to 811+68

900+50 to 907+67

700+12 to 701+32 120

Profile Grade

Profile Grade

5'5'

5'5'

5'

202+59 to 207+90

TYPICAL SECTION

402+45 to 403+70 RT

345+49 to 347+45 RT

331+64 to 332+43 RT

317+91 to 319+22 RT

299+00 to 300+50 RT

278+90 to 280+20 LT

267+13 to 268+23 LT

221+50 to 223+00 LT

207+35 to 208+97 RT

PULLOFFS

Roadway reconditioning

Roadway reconditioning

Roadway reconditioning

3.3.

3. 3.

4.4.

4. 4.

5.

5.

5.

NOTE:

Dimensions shown are approximate and may be adjusted by the CO.

Existing superelevated and widened sections are not shown.

2.

1.

4.

3.

5.

Roadway Reconditioning.

Cleaning and grading of existing ditches is paid as 30301-6000, the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:3, to stay on

Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

Rock

Method 2, Limestone Ledge

5" Roadway Aggregate, Rock

Method 2, Limestone Ledge

5" Roadway Aggregate, Ledge Rock

Method 2, Limestone

5" Roadway Aggregate, 202+59 to 428+83

EXISTING TYPICAL SECTION

Traveled WayTraveled Way

Traveled Way Traveled Way

3.

roadway reconditioning prior to adding new roadway aggregate.

correction information. Correct cross slope and superelevation during

Refer to SCR 152.05 (n) for required cross slope and superelevation and Seeding Limits Clearing, Topsoil and Seeding Limits Clearing, Topsoil

Construction Limits

Construction Limits and Seeding Limits Clearing, Topsoil and Seeding Limits Clearing, Topsoil and Seeding Limits Clearing, Topsoil

Construction Limits

A

M c p w w o r k in g c e n tr a l0 d T

Y P B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

Average Existing Width A7 varies from 4" to 6".

Existing aggregate base depth

TYPICAL SECTIONS

NO SCALE

Existing Slope

Variable

Existing Slope

Variable

10' 10'

20'-24'

CL

CL

Existing Slope

Variable

Existing Slope

Variable

9' 9'

CL

411+50 to 413+50

360+90 to 382+50

343+00 to 344+50

332+00 to 334+00

323+90 to 326+10

289+50 to 293+00

TYPICAL SECTION

Profile Grade

Profile Grade

5'5'

5'5'

Roadway reconditioning

Roadway reconditioning

4.

3. 3.

4.

4.

3.3.

4.

5.

5.

413+50 to 428+83

392+44 to 411+50

382+50 to 390+34

344+50 to 353+60

334+00 to 343+00

326+10 to 332+00

301+45 to 323+90

293+00 to 299+16

281+90 to 289+50

TYPICAL SECTION

NOTE:

6.

drainage and stability.

embankment slope ratios may be adjusted by the CO to assure adequate

The gradient and width of roadway ditches and the excavation and

Ledge Rock

Method 2, Limestone

5" Roadway Aggregate, Ledge Rock

Method 2, Limestone

5" Roadway Aggregate, Traveled Way Traveled Way

Traveled WayTraveled Way

202+59 to 428+83

EXISTING TYPICAL SECTION

Dimensions shown are approximate and may be adjusted by the CO.

Existing superelevated and widened sections are not shown.

2.

1.

4.

3.

5.

Roadway Reconditioning.

Cleaning and grading of existing ditches is paid as 30301-6000, the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:3, to stay on

Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

roadway reconditioning prior to adding new roadway aggregate.

correction information. Correct cross slope and superelevation during

Refer to SCR 152.05 (n) for required cross slope and superelevation and Seeding Limits Clearing, Topsoil and Seeding Limits Clearing, Topsoil

Construction Limits

Construction Limits and Seeding Limits Clearing, Topsoil and Seeding Limits Clearing, Topsoil

P

M c p w w o r k in g c e n tr a l0 d T

Y P B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

Average Existing Width varies from 4" to 6".

Existing aggregate base depth

10' 10'

CL

CL

Existing Slope

Variable

353+60 to 360+90

REALIGNMENT

EXISTING TYPICAL SECTION

3%

1:

20'

3%

Existing Slope

1:4

5' 5'

Slope stake limit

10'

CL

3%3%

358+42 to 360+50

REALIGNMENT

TYPICAL SECTION

Existing Slope

Variable

1:4

Slope stake limit 1 :2

1:

10'4'

360+50 to 360+90

353+60 to 356+92

REALIGNMENT

TYPICAL SECTION

4.

2% Minimum

Ledge Rock

Method 2, Limestone

10" Roadway Aggregate, Ledge Rock

Method 2, Limestone

10" Roadway Aggregate, 4.

Construction Limits

Construction Limits

Seeding Limits

Topsoil and

Clearing Limits

Seeding Limits

Topsoil and

Clearing Limits

TYPICAL SECTIONS

NOTE:

6.

drainage and stability.

embankment slope ratios may be adjusted by the CO to assure adequate

The gradient and width of roadway ditches and the excavation and

Dimensions shown are approximate and may be adjusted by the CO.

Existing superelevated and widened sections are not shown.

2.

1.

4.

3.

5.

Roadway Reconditioning.

Cleaning and grading of existing ditches is paid as 30301-6000, the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:3, to stay on

Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

roadway reconditioning prior to adding new roadway aggregate.

correction information. Correct cross slope and superelevation during

Refer to SCR 152.05 (n) for required cross slope and superelevation

A8

Slope stake limit

5'

5'

10'

CL

3%3%

356+92 to 358+42

REALIGNMENT

TYPICAL SECTION

Existing Slope

Variable

1:4

Slope stake limit 1 :2

1:

10'4'

4.

Ledge Rock

Method 2, Limestone

10" Roadway Aggregate, 4.

Construction Limits

Clearing Limits

Slope stake limit

5'

5'

Profile Grade

Profile Grade

Profile Grade

2% minimum

Roadway Obliteration

Topsoil and Seeding Limits Topsoil and Seeding Limits

NO SCALE

Topsoil and Seeding Limits

Clearing Limits

Topsoil and Seeding Limits

Clearing Limits

P

M c p w w o r k in g c e n tr a l0 d T

Y P B

C B .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1) A9

TYPICAL SECTIONS

NO SCALE

Existing Slope

Variable

Existing Slope

Variable

10' 10'

CL

Profile Grade

5'

Roadway reconditioning

Average Existing Width varies from 4" to 6".

Existing aggregate base depth

20'-24'

CL

1:4

4.

3.3.

390+40 to 392+30

299+20 to 301+45

TYPICAL SECTION

Ledge Rock

Method 2, Limestone

5" Roadway Aggregate, Traveled Way Traveled Way

202+59 to 428+83

EXISTING TYPICAL SECTION

NOTE:

6.

Dimensions shown are approximate and may be adjusted by the CO.

Existing superelevated and widened sections are not shown.

2.

1.

4.

3.

5.

Roadway Reconditioning.

Cleaning and grading of existing ditches is paid as 30301-6000, the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:3, to stay on

Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

roadway reconditioning prior to adding new roadway aggregate.

correction information. Correct cross slope and superelevation during

Refer to SCR 152.05 (n) for required cross slope and superelevation and Seeding Limits

Clearing, Topsoil and Seeding Limits Clearing, Topsoil

Construction Limits varies

Slope stake limit

Slope stake limit

5'

7.

drainage and stability.

embankment slope ratios may be adjusted by the CO to assure adequate

The gradient and width of roadway ditches and the excavation and

Maintain positive drainage through the ditch.

to proposed ditch width of 4 feet using a 15:1 horizontal taper ratio.

390+40 to 392+30, transition existing ditch width at station range limits limits to proposed max ditch width of 9.5 feet at STA 300+25. For STA

For STA 299+20 to 301+45, transition existing ditch width at station range

7.

1:3

A

M c p w w o r k in g c e n tr a l0 d T

Y P B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

Average Existing Width

TYPICAL SECTIONS

20'

NO SCALE

428+83 to 436+41

EXISTING TYPICAL SECTION

Existing Slope

Variable

Existing Slope

Variable

428+83 to 436+41

TYPICAL SECTION

Tack coat (between lifts)

Fog seal

10' 10'

DETAIL A

Roadway Safety Edge

Aggregate base

Asphalt concrete pavement (ACP) of roadway).

(Detail applies to both sides up with aggregate base edge (safety edge). Shoulder

Construct 30° pavement

30°

Profile grade

5'5'

See Detail A

Slope stake limit

Roadway reconditioning

A10

4.

3.3.

5.

varies from 4" to 6".

Existing aggregate base depth

NOTE:

6.

drainage and stability.

embankment slope ratios may be adjusted by the CO to assure adequate

The gradient and width of roadway ditches and the excavation and

Dimensions shown are approximate and may be adjusted by the CO.

Existing superelevated and widened sections are not shown.

2.

1.

4.

3.

5.

Roadway Reconditioning.

Cleaning and grading of existing ditches is paid as 30301-6000, the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:3, to stay on

Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

roadway reconditioning prior to adding new roadway aggregate.

correction information. Correct cross slope and superelevation during

Refer to SCR 152.05 (n) for required cross slope and superelevation

4" Roadway Aggregate, Method 2, Limestone Ledge Rock

Traveled WayTraveled Way

Construction Limits and Seeding Limits Clearing, Topsoil and Seeding Limits Clearing, Topsoil

2 lifts) pavement (Placed in

3" Asphalt concrete

A

M c p w w o r k in g c e n tr a l0 d T

Y P B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SD SD FTBL BCB 10(1) A11

TYPICAL SECTIONS

20'

NO SCALE437+41 to 437+98

TYPICAL SECTION

DETAIL A

Roadway Safety Edge

Aggregate base

Asphalt concrete pavement (ACP) of roadway).

(Detail applies to both sides up with aggregate base edge (safety edge). Shoulder

Construct 30° pavement

30°

Existing Slope

Variable

436+41 to 437+41

TYPICAL SECTION

Tack coat (between lifts)

Fog seal

10' 10' asphalt

Remove existing

Existing Slope

Variable

Tack coat (between lifts)

Fog seal

10' 10'

Existing Slope

Variable

Roadway excavation

1:

Existing Slope

Variable

Varies 0' to 47'

Match existing width Traveled Way

436+41 to 437+55 LT

PULLOFF

TYPICAL SECTION

Tack coat (between lifts)

Roadway excavation

1:4

1:4

2%2%

2%

2%

Profile grade

Profile grade

5'

5'5'

5'

See Detail A

MAX

1:

2 varies

5'

Slope stake limit

Slope stake limit

Prime coat applied prior to first asphalt lift

Prime coat applied prior to first asphalt lift

Prime coat applied prior to first asphalt lift

Roadway reconditioning

Fog seal

4.

Traveled Way Traveled Way

Traveled Way Traveled Way for details

See Special 609-A

Concrete Curb for details

See Special 609-A

Concrete Curb

10'

Limestone Ledge Rock

4" Roadway Aggregate, Method 2, Limestone Ledge Rock

4" Roadway Aggregate, Method 2, 20' varies from 2" to 3".

Existing asphalt pavement depth varies from 4" to 6".

Existing aggregate base depth 6.

drainage and stability.

embankment slope ratios may be adjusted by the CO to assure adequate

The gradient and width of roadway ditches and the excavation and

Dimensions shown are approximate and may be adjusted by the CO.

Existing superelevated and widened sections are not shown.

2.

1.

4.

3.

5.

Roadway Reconditioning.

Cleaning and grading of existing ditches is paid as 30301-6000, the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:3, to stay on

Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

roadway reconditioning prior to adding new roadway aggregate.

correction information. Correct cross slope and superelevation during

Refer to SCR 152.05 (n) for required cross slope and superelevation

NOTE:

4" Roadway Aggregate, Method 2, Limestone Ledge Rock

436+95 to 437+98

EXISTING TYPICAL SECTION

436+41 to 436+95

EXISTING TYPICAL SECTION

for details

See Special 609-A

Concrete Curb and Gutter

Construction Limits and Seeding Limits Clearing, Topsoil and Seeding Limits

Clearing, Topsoil

Construction Limits and Seeding Limits Clearing, Topsoil and Seeding Limits Clearing, Topsoil

Construction Limits and Seeding Limits Clearing, Topsoil

2 lifts) pavement (Placed in

3" Asphalt concrete

2 lifts) pavement (Placed in

3" Asphalt concrete

2 lifts) pavement (Placed in

3" Asphalt concrete

Existing Slope

P

M c p w w o r k in g c e n tr a l0 d T

Y P B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1) A12

TYPICAL SECTIONS

NO SCALE

CL

CL

4"

Existing aggregate surface

Existing Slope

Match existing

Traveled Way match existing

Ex ist ing Sl op e

Va ria ble

CL

4"

Existing aggregate surface

3.

20'

20'

CL

Varies 25'-55'

5'

700+12 to 701+32

PARKING

TYPICAL SECTION

700+12 to 701+32

PARKING

EXISTING TYPICAL SECTION

Varies 25'-55'

6+00 to 7+70

OLD STONE ROAD

EXISTING TYPICAL SECTION

Existing Slope

Variable

Existing Slope

Variable

1:41:4

1:2.5 M A X

Profile grade

5' 5'

5'

6+00 to 7+70

OLD STONE ROAD

TYPICAL SECTION

3%

Roadway reconditioning

Method 2, Limestone Ledge Rock

10" Roadway Aggregate, Ledge Rock

Method 2, Limestone

5" Roadway Aggregate, NOTE:

6.

drainage and stability.

embankment slope ratios may be adjusted by the CO to assure adequate

The gradient and width of roadway ditches and the excavation and

Dimensions shown are approximate and may be adjusted by the CO.

Existing superelevated and widened sections are not shown.

2.

1.

4.

3.

5.

Roadway Reconditioning.

Cleaning and grading of existing ditches is paid as 30301-6000, the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:3, to stay on

Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

roadway reconditioning prior to adding new roadway aggregate.

correction information. Correct cross slope and superelevation during

Refer to SCR 152.05 (n) for required cross slope and superelevation

Clearing, Topsoil and Seeding Limits

Clearing, Topsoil and Seeding Limits

Clearing, Topsoil and Seeding Limits

Clearing, Topsoil and Seeding Limits

Construction Limits

Construction Limits

Traveled Way

6'

A

M c p w w o r k in g c e n tr a l0 d T

Y P B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1) A13

TYPICAL SECTIONS

NO SCALE

Existing Slope

Variable

Ex ist ing Sl op e

Va ria ble

CL

CL

4"

Existing aggregate surface

3.

Existing Slope

Variable

Traveled Way match existing

Ex ist ing Sl op e

Va ria ble

CL

4"

Existing aggregate surface

3.

12'

12'

900+50 to 907+65

ALKALI CAMPGROUND

TYPICAL SECTION

900+50 to 907+65

ALKALI CAMPGROUND

EXISTING TYPICAL SECTION

13'

CL

Match existing

Varies

Ex is tin g Sl op e

Va ria bl e

Varies 10' to 70'

Match existing widthTraveled Way

806+25 to 810+40

805+00 to 806+00

ALKALI TRAILHEAD PARKING

TYPICAL SECTION

CL

800+50 to 811+68

ALKALI TRAILHEAD

TYPICAL SECTION

800+50 to 811+68

ALKALI TRAILHEAD

EXISTING TYPICAL SECTION

Varies 11'-13'

5' 5'

5'

5'5'

Roadway reconditioning Roadway reconditioning

Roadway reconditioning 5.

Ledge Rock

Method 2, Limestone

5" Roadway Aggregate, Ledge Rock

Method 2, Limestone

5" Roadway Aggregate, Limestone Ledge Rock

5" Roadway Aggregate, Method 2, NOTE:

6.

drainage and stability.

embankment slope ratios may be adjusted by the CO to assure adequate

The gradient and width of roadway ditches and the excavation and

Dimensions shown are approximate and may be adjusted by the CO.

Existing superelevated and widened sections are not shown.

2.

1.

4.

3.

5.

Roadway Reconditioning.

Cleaning and grading of existing ditches is paid as 30301-6000, the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:3, to stay on

Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

roadway reconditioning prior to adding new roadway aggregate.

correction information. Correct cross slope and superelevation during

Refer to SCR 152.05 (n) for required cross slope and superelevation and Seeding Limits Topsoil, Clearing and Seeding Limits Topsoil, ClearingConstruction Limits

Traveled Way and Seeding Limits Topsoil, Clearing and Seeding Limits Topsoil, ClearingConstruction Limits

Construction Limits and Seeding Limits Topsoil, Clearing

STATION

CLASS

TYPE1.

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

4" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach x = 15' Minimum for type 2 approach x = 0' for type 1 approach

(ft)

R

(ft)

R

(ft)

W 1 2

Standard Drawing 602-9).

roadway, use safety end sections (see placed within the clear zone of the mainline mainline recovery area. When a culvert must be radius to provide a flatter foreslope and increased

Place culverts at the end of the approach road

Variable

W

Variable

3' minimum

16'x

20' desired

15' min.

1.3'

W

1.3' d

4' (typ.)

4' (typ.)

APPROACH ROADS

TYPICAL SECTIONS

widths greater than 15 feet.

Apply the normal crown to approach roads with

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT = 200

100 = ADT < 199

25 = ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft)

W

WIDTH

MIN.

(ft)

R

RADIUS

MIN.

N/A

4' (typ.)

U

S E

R

A14

432+38 Rt.

392+46 Rt.

377+34 Lt.

377+21 Rt.

296+88 Lt.

3A

3A

3A

3A

3A

4.0

4.0

4.0

4.0

Variable

V a ria b le

A s

B

A

B

M a in li e

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

A

V a ria b le

(1:6 desi rable )1:4 o r flat ter

TYPICAL SYMBOL

M a in li grade (optional)

Typical maximum design

A

A B

B

SECTION A-A

b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

NOTE:Paved length

NO SCALE

(1:6 desirable)

1:4 or flatter base edge

Aggregate thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

TYPICAL PLAN

TYPE 3

APPROACH ROAD

REMARKS

APPROACH ROAD SUMMARY

base edge

Aggregate b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

Approach Road

Flatten slope road connection on plan and profile sheet

Example of symbol showing standard approach shown may be varied ±20°.

Under special conditions, the approach road angle 8.

4.

3.

8.

2.

3.

1.

6.

2.

6.

2.

6.

7.

Subgrade edge

Aggregate base edge

End Section A-A

End Section A-A

Total length

Paved length

90° W

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

90°

Typical culvert location edge subgrade

Normal

Aggregate base edge

R

Total length

R1

WW

with mainline roadway construction.

Construct cut and fill slopes for approach roads to match locations to be field verified.

Stations shown are approximate locations. Actual

8.

7.

6.

5.

4.

3.

2.

1.

maximum.

0% to -2% grade. Under special conditions, use 6% grades within ±2%. In snowy regions restrict this to a

Construct approach roads with landing areas having approach road centerline.

existing radii or widths. R is on the left side of the

Vary radii to fit unusual field conditions. Do not reduce

5. 5.

pavement edge

Asphalt concrete pavement edge

Asphalt concrete

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d T

Y P B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

Sheet and Description

B3 B3 B3 B4 B5 B5 B6

Survey and

Staking

Summary

Drainage

Summary

Erosion Control

Summary

Surfacing

Summary

Grading

Summary

Signing

Summary

Miscellaneous

Summary Allowance Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 4.490 0.510 5.000

A0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 9 9

A0040 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 3 3

A0050 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL MILE 2.920 0.080 3.000

A0060 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.600 0.400 1.000

A0070 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0090 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 17,420 880 18,300

A0110 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 18 18

A0120 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION EACH 3 3

A0130 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 1 1

A0140 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0150 20101-0000 CLEARING AND GRUBBING ACRE 6.86 0.44 7.30

A0160 20120-1000 REMOVAL, INDIVIDUAL TREE EACH 6 6

A0170 20301-0100 REMOVAL OF BOLLARD EACH 3 3

A0180 20301-0600 REMOVAL OF CATTLE GUARD EACH 1 1

A0190 20301-2400 REMOVAL OF SIGN EACH 88 88

A0200 20302-2100 REMOVAL OF PIPE CULVERT LNFT 222 35 257

A0210 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 321 19 340

A0220 20420-0000 EMBANKMENT CONSTRUCTION CUYD 4,589 411 5,000

A0230 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 694 56 750

A0240 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A SQYD 197 13 210

A0250 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 318 32 350

A0260 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 33 2 35

A0270 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 90 5 95

A0280 30202-2000 ROADWAY AGGREGATE, METHOD 2, LIMESTONE LEDGE ROCK TON 16,969 1,031 18,000

A0290 30301-6000 ROADWAY RECONDITIONING MILE 4.69 0.31 5.00

A0300 31203-0000 DUST PALLIATIVE APPLICATION GAL 54,141 2,759 56,900

A0310 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 441 59 500

A0320 40601-0000 FOG SEAL TON 0.26 0.04 0.30

A0330 41102-1000 PRIME COAT, METHOD 1 SQYD 242 18 260

A0340 41201-0000 TACK COAT TON 0.26 0.04 0.30

A0350 60201-0600 18-INCH PIPE CULVERT LNFT 47 3 50

A0360 60201-0800 24-INCH PIPE CULVERT LNFT 95 5 100

A0370 60202-0300 21-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 85 5 90

A0380 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 174 11 185

MileStone: 100% Submittal (Updated 8-26-2021)

Date Completed: 08/27/21

Report Date: 08/27/21

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -A u g -2

:1 P

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated

Quantities c p w w o rk in g \c e n tr a l0

\d

S O

Q F T B L B C B

(1

E E B A C S .x ls m

]S h e e t

STATE PROJECT

B1SD FTBL BCB 10(1)SD

SHEET

NUMBER

Sheet and Description

B3 B3 B3 B4 B5 B5 B6

Survey and

Staking

Summary

Drainage

Summary

Erosion Control

Summary

Surfacing

Summary

Grading

Summary

Signing

Summary

Miscellaneous

Summary Allowance Bid Schedule

A0390 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 1 1

A0400 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 3 3

A0410 60211-0700 END SECTION FOR 21-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 4 4

A0420 60211-0800 END SECTION FOR 24-INCH EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 8 8

A0430 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 2 2

A0440 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 205 45 250

A0450 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 64 6 70

A0460 61903-0600 CATTLE GUARD, 22 FEET EACH 1 1

A0470 61920-2000 REMOVE AND RESET GATE EACH 2 2

A0480 61921-1000 REMOVE AND RESET FENCE LNFT 50 5 55

A0490 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0500 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A0510 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 40

A0520 62301-0000 GENERAL LABOR HOUR 60

A0530 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL

MONITOR) HOUR 20

A0540 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40

A0550 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A0560 62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ACRE 5.3 0.3 5.6

A0570 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 1.3 0.1 1.4

A0580 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 6.6 0.4 7.0

A0590 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 6.6 0.4 7.0

A0600 63301-0000 SIGN SYSTEM EACH 17 17

A0610 63308-2000 OBJECT MARKER, TYPE 2 EACH 78 78

A0620 63316-1000 REMOVE AND RESET SIGN EACH 9 9

A0630 63403-0200 PAVEMENT MARKINGS, TYPE B SQFT 45 5 50

A0640 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-A u g -2

:1 P

M

MileStone: 100% Submittal (Updated 8-26-2021)

Date Completed: 08/27/21

Report Date: 08/27/21 c p w w o rk in g \c e n tr a l0

\d

S O

Q F T B L B C B

(1

E E B A C S .x ls m

]S h e e t

(2

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

B2SD FTBL BCB 10(1)SD

SHEET

NUMBER

B3

SUMMARIES

MISCELLANEOUS

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

B4

SUMMARY

SURFACING

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

SUMMARIES

MISCELLANEOUS

B5

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

B6

SUMMARY

MISCELLANEOUS

NOTE:

directed by CO.

Trees to be removed as

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d T

A B B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

W

S T

O P

S T

O P

S T

O P

0+

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

C1

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00

200'100'0

Scale in Feet

Existing Ground

BACKCOUNTRY BYWAY ROAD

Traveled Way

Existing Edge of

Traveled Way

Proposed Edge of

Byway Road

HCL Backcountry

Profile Grade Line

(do not disturb)

FES Lt. and Rt.

Existing 30" RCP

Begin Project 202+59

SD FTBL BCB 10(1)

(do not disturb)

Existing Cattle Guard

(do not disturb)

Existing Overhead Power

SPEED

LIMIT

(do not disturb)

Existing 14" CMP

(do not disturb)

Existing 54" CMP

Begin Project 202+59

SD FTBL BCB 10(1)

of Gravel

Match Existing Edge

207+35 to 208+97

Pulloff

207+40

Begin Roadway Taper

208+40

End Roadway Taper

E: 220951.11

N: 1063271.60

209+01

R2-1

Limit Sign

Replace Speed

Remove and

Existing Fence (do not disturb)

Clearing Limits (typ.)

3565 3565

0+

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1) C2

214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+000 226+00 227+00 228+00

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry

BACKCOUNTRY BYWAY ROAD

Traveled Way

Existing Edge of of Traveled Way

Proposed Edge

Existing Ground

Existing 2-60" CMP (do not disturb)

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing Gate

(do not disturb)

Existing Fence

(do not disturb)

Existing Fence disturb)

(do not

Existing Gate

219+61

W11-7

Horse Crossing

W11-1

Bike Crossing

Remove and Replace

SPEED

LIMIT

others)(do not disturb)

(fence to be installed by

Environmentally Sensitive Area

(do not disturb)

Existing Plaque

Match existing edge of gravel

221+50 to 223+00

Pulloff

226+87

R2-1

Limit Sign

Replace Speed

Remove and

(do not disturb)

Existing Cattle Guard

Alkali Campground Plan sheet

See Alkali Trailhead Parking and

222+93

BLM Sign

Remove and Reset

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

C3

228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry

BACKCOUNTRY BYWAY ROAD

of Traveled Way

Proposed Edge

Traveled Way

Existing Edge of

Existing Ground

(do not disturb)

Existing Fence

(do not disturb)

Existing 12" CMP (do not disturb)

Existing 18" CMP

(do not disturb)

Existing Gate

233+24

W11-7

Horse Crossing

W11-1

Bike Crossing

Remove and Replace

Alkali Campground Plan sheet

See Alkali Trailhead Parking and

700+00

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

C4

242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00 251+00 252+00 253+00 254+00 255+00 256+00

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry

BACKCOUNTRY BYWAY ROAD

of Traveled Way

Existing Edge

Existing Ground disturb)

(do not

18" CMP

Existing

Existing 18" CMP (do not disturb)

R

'R

700+71.3, 15.6' RT

Station 254+53.00

Backcountry Byway

700+73.9, 18.6' LT

245+97.1, 12.0' RT

Station 700+12.00

Begin parking

Existing gate (do not disturb)

E: 224526.52

N: 1058666.84

Station 701+32.0

End parking

Edge of Gravel

Match Existing

Clearing Limits (typ.)

244+92.0, 12' RT

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

C5

256+00 257+00 258+00 259+00 260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry

BACKCOUNTRY BYWAY ROAD

of Traveled Way

Existing Edge of Traveled Way

Proposed Edge

Existing Ground

(do not disturb)

Existing 18" CMP of Gravel

Match Existing Edge

267+13 to 268+23

Pullout

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+00 281+00 282+00 283+00 284+00

C6

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry of Traveled Way

Proposed Edge

BACKCOUNTRY BYWAY ROAD

Existing Ground of Traveled Way

Existing Edge

(do not disturb)

Fence

Existing

(do not disturb)

Existing Cattle Guard

(do not disturb)

Existing 18" CMP

SPEED

LIMIT

Note - Riprap callouts are dimensioned as L X W1 X W2 X T of Gravel

Match Existing Edge

278+90 to 280+20

Pullout

281+40

Begin Roadway Taper

Grade to Drain

Existing 18" CMP

Remove 40 LF

D

I

N

.0 'x

.0 'x

.0 'x

.5

P la c e C la s s R ip r a p w it h

E q u iv a le n t

F E S

P la c e

L F o f x C

M P

280+60

R2-1

Speed Limit Sign

Remove and Replace

275+22

OM2-1V

Replace

Remove and

275+25

OM2-1V

Replace

Remove and

5+

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1) C7

284+00 285+00 286+00 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry of Traveled Way

Existing Edge of Traveled Way

Proposed Edge

BACKCOUNTRY BYWAY ROAD

A

296+88 3

Existing Ground

Existing 18" CMP (do not disturb)

Existing 18" CMP (do not disturb)

(do not disturb)

Existing 18" CMP

Existing gate (do not disturb)

SPEED

LIMIT

290+00

End Roadway Taper

292+50

Begin Roadway Taper

293+50

End Roadway Taper

284+50

R2-1

Speed Limit Sign

Remove and Replace

289+00

Begin Roadway Taper

295+05 to 296+50

Existing Inlet

Grade Ditch to Drain at

Roadway Reconditioning, 0 35

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

C8

298+00 299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry

BACKCOUNTRY BYWAY ROAD

of Traveled Way

Existing Edge

Existing Ground

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP of Traveled Way

Proposed Edge

NOTES:

construction.

environmentally sensitive areas prior to

Field verify limits of cut in relation to 1.

of Gravel

Match Existing Edge

299+00 to 300+50

Pullout

(do not disturb) others) to be installed by

Sensitive Area (fence

Environmentally

5+

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

C9

312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00

200'100'0

Scale in Feet

Profile Grade Line

Existing Ground

Byway Road

HCL Backcountry of Traveled Way

Proposed Edge of Traveled Way

Existing Edge

BACKCOUNTRY BYWAY ROAD

34703470

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP of Gravel

Match Existing Edge

317+91 to 319+22

Pullout

323+40

Begin Roadway Taper

324+40

End Roadway Taper

325+60

Taper

Begin Roadway

03500

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

200'100'0

Scale in Feet

Profile Grade Line

Existing Ground

Existing 18" CMP

Byway Road

HCL Backcountry of Traveled Way

Proposed Edge of Traveled Way

Existing Edge

BACKCOUNTRY BYWAY ROAD

C10

326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+00

(do not disturb)

Existing 18" CMP

331+64 to 332+43

Pullout

326+60

End Roadway Taper

332+50

End Roadway Taper

333+50

Begin Roadway Taper

334+50

End Roadway Taper

331+50

Begin Roadway Taper

E L

,4

.0

-3.400%

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1) C11

340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00 351+00 352+00 353+00 354+00

200'100'0

Scale in Feet

Profile Grade Line

Existing Ground of Traveled Way

Proposed Edge

BACKCOUNTRY BYWAY ROAD

(do not disturb)

Existing 18" CMP

-3.400%

345+49 to 347+45

Pullout realignment, 353+60

Byway Road

Begin Backcountry of Traveled Way

Existing Edge

Byway Road

HCL Backcountry

342+50

Begin Roadway Taper

343+50

End Roadway Taper

344+00

Begin Roadway Taper

345+00

End Roadway Taper Clearing Limits (typ.)

E = 224306.55

N = 1058862.02

Road Realignment, 353+60

Begin Backcountry Byway

S T

O P

35103

355+00

Curve = P_SHFT_CL-45

PI 356+21.02

D

R = 120.00'

T = 187.77'

L = 240.51'

Curve = P_SHFT_CL-46

PI 360+96.22

D

R = 300.00'

T = 126.24'

L = 238.99'

E L

,4

.0

V P I

E L

,4

.3

-3.400%

V P I

E L

,5

.2

+8.5

E L

,5

.7

+1.490%

205' VC

K = 17.2

50' VC

SSD = 541'

K = 7

STATE PROJECT

P

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

Superelevation Diagram

SD SD FTBL BCB 10(1)

-5%

C12

354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry of Traveled Way

Proposed Edge of Traveled Way

Existing Edge

BACKCOUNTRY BYWAY ROAD

(do not disturb)

Existing 54" CMP

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP

Realignment, 360+90

End Backcountry Byway Road

Obliterate Existing Roadway

SPEED

LIMIT

Note - Riprap is dimensioned as L X W1 X W2 X T

(See points table)

Placed Riprap Class 3

(do not disturb)

(fence to be installed by others)

Environmentally Sensitive Area

See Old Stone Road Detail Sheet

SPEED

LIMIT

15 356+50

R2-1

Limit Sign

Place Speed 361+00

Begin Roadway Taper

362+00

End Roadway Taper

Existing Ground

Remove 56 LF of Existing 18" CMP

358+66

R2-1

Limit Sign

Place Speed

D

I

N

.0 x .0 x .0 x .5

P la c e C la s s R ip r a p

F

E S

P la c e

L

F o f C

M P w it h

Profile grade and axis of rotation

357+75

LT EOP

RT EOP

0%

353+00

5%

358+75

353+60-5%

5%

0%

357+86

OM2-1V

Marker

Place Object

357+86

OM2-1V

Marker

Place Object

Remove Existing Speed Limit Sign

354+60

-3.00%

3.00%

Remove and Reset BLM Sign

E = 224635.84

N = 1059361.51

Realignment, 360+90

End Backcountry Byway Road

0+

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

C13

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry of Traveled Way

Proposed Edge

A

A

35003500

369+00 370+00 371+00 372+00 373+00 374+00 375+00 376+00 377+00 378+00 379+00 380+00 381+00368+00

BACKCOUNTRY BYWAY ROAD

35703570

Existing Ground

382+00

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP of Traveled Way

Existing Edge

(do not disturb)

(fence to be installed by others)

Environmentally Sensitive Area

(typ.)

Clearing Limits

395+00

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00 391+00 392+00 393+00

C14

200'100'0

Scale in Feet

Profile Grade Line

Byway Road

HCL Backcountry of Traveled Way

Proposed Edge of Traveled Way

Existing Edge

A

392+46

BACKCOUNTRY BYWAY ROAD

Existing Ground

35503550

394+00 395+00 396+00

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP

Existing 18" CMP (do not disturb) disturb)

(do not

Fence

Existing

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing Cattle Guard

SPEED

LIMIT

NOTES:

to construction.

environmentally sensitive areas prior

Field verify limits of cut in relation to 1.

382+50

Begin Roadway Taper

383+50

End Roadway Taper

382+70

R2-1

Speed Limit Sign

Remove and Replace

(do not disturb) installed by others)

Area (fence to be

Environmentally Sensitive

Fence

Reset and

Remove

3480 3480

0 4

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

396+00 397+00 398+00 399+00 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00

C15

200'100'0

Scale in Feet

Byway Road

HCL Backcountry of Traveled Way

Proposed Edge of Traveled Way

Existing Edge

BACKCOUNTRY BYWAY ROAD

Existing Ground

Profile Grade Line

35003500

410+00

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP

(do not disturb)

Existing 18" CMP

(do not disturb)

Underground Gas

Existing

Match Existing Edge of Gravel

402+45 to 403+70

Pulloff

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1) C16

410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+00 421+00 422+00 423+00

Profile Grade Line

Existing Ground

Byway Road

HCL Backcountry of Traveled Way

Proposed Edge of Traveled Way

Existing Edge

BACKCOUNTRY BYWAY ROAD

34603460

424+00

200'100'0

Scale in Feet

(do not disturb)

Existing Underground Gas

(do not disturb)

Existing 24" CMP

(do not disturb)

Existing 24" CMP

Note - Riprap is dimensioned as L X W1 X W2 X T

(do not disturb)

(fence to be installed by others)

Environmentally Sensitive Area

411+00

Begin Roadway Taper

412+00

End Roadway Taper

413+00

Begin Roadway Taper

414+00

End Roadway Taper

Place Catch Basin Type 1

415+55, 18' LT

Existing 24" CMP

Remove 39 LF

Place Catch Basin Type 1

417+45, 16' LT

Existing 18" CMP

Remove 47 LF

D

I

N C

H

.0

X .0

X .0

X .5

P la c e C la s s R ip r a p la c e

L F o f C

M P w it h

F

E S

422+31

W8-4

Soft Shoulder Sign

Remove and Replace

415+54

OM2-1V

Object Marker

Remove and Replace

415+52

OM2-1V

Object Marker

Remove and Replace 417+42

OM2-1V

Object Marker

Replace

Remove and

417+49

OM2-1V

Object Marker

Remove and Replace

D

I

N C

H

.0

X .0

X .0

X .5

P la c e C la s s R ip r a c e

L F o f C

M P w it h

F

E S

S T

O P

V P I

E L

,3

.2

,3

.4

155' VC

SSD = 599

K = 75

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

Superelevation Diagram

SD SD FTBL BCB 10(1)

C17

200'100'0

Scale in Feet

Profile Grade Line

Existing Ground of Traveled Way

Proposed Edge of Traveled Way

Existing Edge

A

438+00437+00436+00435+00434+00433+00432+00431+00430+00429+00428+00427+00426+00425+00424+00

BACKCOUNTRY BYWAY ROAD

(do not disturb)

Existing 18" CMP disturb)

(do not

24" CMP

Existing

(do not disturb)

Existing 18" CMP disturb)

(do not

Fence

Existing

'R

R

Remove and Replace

Existing Cattle Guard

22.3' LT

437+37.5

13.8' LT

436+57.5 100'R

10' LT

436+28.8

SPEED

LIMIT

436+84.8, 29' LT

End project 437+97.80

SD FTBL BCB 10(1)

(Do not disturb)

(fence to be installed by others)

Environmentally Sensitive Area

AHEAD

(do not disturb)

Existing 24" CMP

'R

R

R

431+89

Crosswalk

End project 437+97.80

SD FTBL BCB 10(1)

-7.000%

-4.931%

V P I

E L

,3

.7

U S

0%

5%

5%5%

0%

5%

RT EOP

LT EOP

436+15

437+65435+50

-2%

E: 230406.51

N: 1058198.45

10' RT

437+53.6

Profile grade and axis of rotation

S e e p o in ts t a b le

P la c e C la s s R ip r a p

E q u iv a le n t

F E S

A r c h C

M P w it h c e

L F o f x

428+76

End Roadway Aggregate.

431+00

R2-1

Limit Sign

Replace Speed

Remove and

432+17

431+88

W16-7P

W11-15

Sign

Bicycle/Pedestrian

Place

435+50

W16-9P

W11-15

Sign

Bicycle/Pedestrian

Place

Existing 18" CMP

Remove 40 LF

Fence

Replace and

Remove

434+75

OM2-1V

Object Marker

Replace

Remove and

434+56

OM2-1V

Object Marker

Replace

Remove and

428+96

Remove and Reset Gate

36.8 ' LT

437+97.8, Match Existing

End Curb

436+41

Begin Curb

10' LT

437+54.9

437+71

R1-1

Stop Sign

Remove and Replace

STOP

428+83

Concrete Pavement

Begin Asphalt

38.2' RT

437+96.6, Match Existing

End Curb and Gutter

437+41

Begin Curb and Gutter

437+65

2.00%

-2.00%

Remove and Reset BLM Signs

Remove and Reset BLM Sign

Reset BLM Sign

Remove and

BLM Signs

Remove and Reset

TAN

K

TAN

K

TAN

K

3565 3565

0+

5+

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1) D1

Existing 18" CMP

200'100'0

Scale in Feet of Traveled Way

Existing Edge

800+00

Station 219+19.11

Backcountry Byway

Station 229+86.66

Backcountry Byway

Station 225+94.58

Backcountry Byway

(Do Not Disturb)

Existing Bridge of Traveled Way

Proposed Edge

82.15 RT

804+76.1

71.0 RT

805+37.3

68.2 RT

806+58.0

24.7 RT

807+39.9

46.1 RT

805+20.1

33.7 RT

809+37.1

5.7 RT

811+02.6

REMARKS

PARKING SUMMARY

(ft)

LENGTH

(ft)

WIDTH

A

B

C

E

F

G

H

(do not disturb)

Existing Cattle Guard (do not disturb)

Existing Cattle Guard

80.33 RT

804+59.2

(do not disturb)

Existing concrete pad

STATION

51.8 RT

808+26.9 of Traveled Way

Proposed Edge

24.5 RT

806+77.9

25.4 RT

805+08.3

41.9 RT

805+08.1

6.0 RT

804+51.8

906+78 Rt.

906+40 Rt.

906+22 Rt.

906+16 Rt.

905+87 Rt.

905+73 Rt.

905+13 Rt.

904+97 Rt.

H

G

F

E

D

C

B

A

D

Station 800+50.00

Begin Alkali Trailhead Parking

(do not disturb)

(fence to be installed by others)

Environmentally Sensitive Area

Station 811+68.00

End Alkali Trailhead Parking

Station 900+50.00

Begin Alkali Campground

(do not disturb)

Existing Fence

NOTE:

Station 907+65.00

End Alkali Campground

CAMPGROUND PLAN

PARKING AND ALKALI

ALKALI TRAILHEAD

disturb)

(do not

Guard

Existing Cattle for reference.

and Alkali Campground. Station and offset given

1. Match existing edge of gravel on Alkali Trailhead

.0

S W -0

LA

T H

S T O P

PT

.8

8+

Curve = P_OSR-1

PI 7+41.20

D

R = 50.00'

T = 27.09'

L = 49.65'

P C

.1

,5

.7

V P I

E L

,5

.2

50' VC

V P I

E L

,5

.3

50' VC

,5

.9

-2.05%

-8.00%

-2.94%

STATE PROJECT

A

M c p w w o r k in g c e n tr a l0 d P

N P B

C B .d g n

U

S E

R

NUMBER

SHEET

SD SD FTBL BCB 10(1)

100'50'0

Scale in Feet

Station 6+00.00

Begin Old Stone Road

Station 7+70.00

End Old Stone Road

6+00 6+50 7+00 7+50 8+005+505+00

NOTE: D2

Station 357+55.40

Backcountry Byway

R

28.8' 0 LT

7+70.0

7+55.12, 10.0' LT

Existing Ground

Backcountry Byway

Proposed Surface

1.

Remove and Reset

Existing Gate

Byway Road

HCL…