Plans CA FTBL DUMONT DUNES (1) Dumont Dunes Road.pdf

Eureka

SAN

FRANCISCO

LOS

ANGELES

San

Diego

Sacramento

OREGON

N

EV

A D

A

ARIZONA

MEXICO

Redding

KEY MAP OF CALIFORNIA

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

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

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOR

PLANS PREPARED BY

APPROVED:

DATE:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

LEAD DESIGNER

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

N

JACOBS

A

M d e n p w p d p w ic s w o r k in g A

T it

D D .d g n

U s e r D

E N

P W

P

DUMONT DUNES (1)

CA FTBL

CA FTBL DUMONT DUNES (1)

DUMONT DUNES ROAD

Low water crossing

Road Restoration, Resurfacing, Rehabilitation, Asphalt surfacing and

TYPE OF CONSTRUCTION:

20100

Scale in Miles

Inyo County

N e v a d a

C a lifo rn ia

San Bernardino County

A1

OPTION Y - LENGTH 0.75 MILES

OPTION X - INCIDENT COMMAND CENTER

SCHEDULE A - LENGTH 3.24 MILES

SAN BERNARDINO COUNTY

OFF-HIGHWAY VEHICLE (OHV) RECREATION AREA

Michael Daigler

6%e(max) ---------------

15mphV (247+25 TO 306+69) ----

30mphV (225+00 TO 247+25) ----

50mphV (100+12 TO 225+00) ----

5%T ----------------------

50%D ----------------------xxDHV -------------------

580ADT (2041) -----------

390ADT (2021) -----------

DESIGN DESIGNATIONS:

P a h r u m p

CA FTBL DUMONT DUNES (1)

100+12

Begin Schedule A

Begin Project

CA FTBL DUMONT DUNES (1)

306+69

End Option Y

End Project 3 m ile s

B a k e r

502+12 to 506+50

Little Dumont Dunes Rd

Schedule A m il e s

P a h ru m p

National Park

Death Valley

BUREAU OF LAND MANAGEMENT

U.S. DEPARTMENT OF THE INTERIOR

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

Command Center

Option X - Incident N 2442548.88

E 7065616.14

E 7084454.04

N 2443633.52

267+00

Begin Option Y

End Schedule A

IDAHO

ELY

RENO

CITY

CARSON

VEGAS

LAS

WINNEMUCCA

INTERSTATE

INTERSTATE

INTERSTATE

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

A

M d e n p w p d p w ic s w o r k in g A

T it

D D .d g n

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, O=Colorado, C=US Date: 2021.09.20 17:50:32-06'00'

SPRING

DI

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

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)

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

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)

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

U.S. CUSTOMARY

FTBL DUMONT DUNES (1)CA

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:51:07-06'00'

36 31

36 31

6 1

ˆ

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A3

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)

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

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

PROJECT SPECIFIC SYMBOLS

FIO For Information Only

Signs (Proposed to replace existing)

Signs (Existing, Proposed)

LWC Low Water Crossing

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

P

M d e n p w p d p w ic s w o r k in g A S y m D

D .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:51:27-06'00'

A4

SURVEY CONTROL

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

P

M d e n p w p d p w ic s w o r k in g A S u v

D D .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

D

A T

E

U

S E

R

FTBL DUMONT DUNES (1)CA

T

IM

E

D

G N

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

A5

6000'3000'0

Scale in Feet

SITE MAP

Low Water Crossing m il e s

P a h r u m p m ile s

B a k e r

National Park

Death Valley

Recreation Area

Off-Highway Vehicle (OHV)

(existing gravel parking)

Construction staging area

Command Center

Option X - Incident

Recreation Area

Vehicle (OHV)

Off-Highway

(existing gravel road)

Construction staging area

Fee Station

Amargosa Wild & Scenic River

Sperry Wash Road

Wilderness

Kingston Range

Saratoga Springs Road

Lands

California State School

E 7065616.14

N 2442548.88

CA FTBL DUMONT DUNES (1)

100+12

Begin Schedule A

Begin Dumont Dunes Road

E 7084454.04

N 2443633.52

CA FTBL DUMONT DUNES (1)

306+69

End Option Y

End Dumont Dunes Road

CA FTBL DUMONT DUNES (1)

502+12

Schedule A

Begin Little Dumont Dunes Road

CA FTBL DUMONT DUNES (1)

506+50

Schedule A

End Little Dumont Dunes Road

Wilderness

Avawatz Mountain

Hills ACEC

Salt Creek

A m a rg o s a R iv e r

ACEC

Amargosa

South

267+00

Begin Option Y

End Schedule A

BLM South Amargosa ACEC

Mojave Desert entrance

Sperry Wash

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:51:46-06'00'

Traveled WayTraveled Way

See Detail A

Clear ZoneClear Zone

(safety edge) pavement edge

Construct 30° structural section details

See mainline typical section for

Fog seal Prime coat

Gravel berms Gravel bermsAverage existing width is 30'

Varies 12'-16' Varies 28'-31'

Construction Limits

32' Full depth reclamation

2.0% varies from 10" to 12".

Existing aggregate base depth

Shldr

Paved

1'

Shldr

Gravel

4'

3.0%

1'

Shldr

Gravel

4'

3.0% 1:4 1:4

R .O .W

R .O .W

100+12 to 267+00

EXISTING TYPICAL SECTION

DUMONT DUNES ROAD

1:4 or fl atte r

11' 11'

Method 2, 8-inch depth

Full depth reclamation, Placed in two lifts

Asphalt concrete pavement

3-inch

4.

to Subsection 302.05.

Shape and compact each layer according

Method 2, Surface course (pay item 30202-2100).

Construct gravel shoulder with Roadway Aggregate, ground

Existing

Varies

265+07 to 267+00

100+70 to 262+75

SCHEDULE A

FULL DEPTH RECLAMATION AND OVERLAY

DUMONT DUNES ROAD

NO SCALE

TYPICAL SECTIONS

Sheet 1 of 2

3.0%(between asphalt lifts)

Tack coat

30' 30' to a width of 32' uniformly on existing road

Spread existing gravel berm material

A6

DETAIL A

NOTE:

100+70

See sheet D2 for Typical section and Minor Road Access detail between 100+12 and

ROW and TCE limits are between 120+93 and 160+08

306+69 at 1V:4H or flatter.

Provide 12' clear zone from 100+12 to 225+00 and 10' clear zone from 225+00 to

See sheets T1 and T2 for low water crossing plan and profile\typical section\details.

Slope pavement one direction (no crown sections).

placing the second lift.

Place asphalt concrete pavement in two lifts. Apply tack coat to the first lift prior to and as directed by the CO.

of 32'. Blend, shape and compact the reclaimed material in accordance with Section 304 and base to a depth of 2 inches minimum below the existing road surface across a width

Perform full depth reclamation on all layers of existing asphalt, gravel berm material roadway to a width of 32'.

original natural terrain surface, and spread existing gravel uniformly on existing

Before performing full depth reclamation, remove existing gravel berms down to the

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

9.

8.

7.

6.

5.

4.

3.

2.

1.

12'-16'

5.

7.7.

grade

Profile superelevation

Pivot point for

6% Max. super elevation

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

Min. superelevation 2%

2' Varies 2' beneath gravel berms

Original natural ground surface

0.43'

T C

E

10'

T C

E

8.8.8.8.

10'

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

A

M d e n p w p d p w ic s w o r k in g A

T y p

D D .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:52:08-06'00'

TYPICAL SECTIONS

NO SCALE

NOTE:

Dimensions shown are approximate and may be varied by the CO.1.

Traveled WayTraveled Way

10' Clear Zone10' Clear Zone

A7

267+00 to 306+69

EXISTING TYPICAL SECTION

DUMONT DUNES ROAD

11' 11'

Surface course

Roadway Aggregate, Method 2, 4-inch

2.

ground

Existing

2'2'

Sheet 2 of 2

7.

6.

5.

4.

3.

2.

Gravel berms Gravel bermsAverage existing width is 30'

Varies 16'-0' Varies 28'-31'

Construction Limits varies from 10" to 12".

Existing aggregate base depth

5'

5'

3.0% Min.1:4 1:4

502+12 and 502+78

See sheet D2 for Typical section and Minor Road Access detail between and layout.

See sheet D1 for Fee station area (269+55 to 283+24) typical sections

Total gravel width for ICC Access Road is 24 feet. See sheet C4.

Scarify, moisture condition and compact in place to a depth of 6-inch.

directed by the CO.

material in accordance with the Typical Sections, Section 302, and as

Shape and compact the Roadway Aggregate, Method 2, Surface course existing gravel berms on existing roadway.

Before placing Roadway Aggregate, Method 2, Surface course, spread

3.0%

Existing OHV trail

Do not disturb x x

Do not disturb

Existing Fence

Shldr

1'

Gravel

4'

3.0%

1'

Shldr

Gravel

4'

3.0% 1:4 1:4

11' 11'

Placed in two lifts

Asphalt concrete pavement

3-inch

Roadbed Reconditioning 32' ground

Existing

2'2'

Prime coat

Fog seal

Construction Limits

Traveled WayTraveled Way

502+78 to 506+50

SCHEDULE A

LITTLE DUMONT DUNES ROAD

4.

(between asphalt lifts)

Tack coat Surface course

Roadway Aggregate, Method 2, 3-inch

5.

ICC ACCESS ROAD

283+24 to 306+69

267+00 to 269+55

OPTION Y

DUMONT DUNES ROAD

Varies 16'-0'

Match existing

2.0%2.0%

DETAIL A

See Detail A

1:4 3.0% structural section details

See mainline typical section for

0.43' to Subsection 302.05.

Shape and compact each layer according

Method 2, Surface course (pay item 30202-2100).

Construct gravel shoulder with Roadway Aggregate, (safety edge) pavement edge

Construct 30°

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

A

M d e n p w p d p w ic s w o r k in g A

T y p

D D .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:52:30-06'00'

Sheet and Description

B5 B6-B7 B8 B9 0

Surfacing Summary Permanent Traffic Control Summaries TTC Summaries Miscellaneous

Summaries Allowance Bid Schedule

A2000 15101-0000 MOBILIZATION LPSM ALL

A2020 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 1 1

A2040 15216-3000 SURVEY AND STAKING, TEMPLATE Paved section and Low water crossing section

CONTROL MILE 3.244 3.244

A2060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A2080 15401-0000 CONTRACTOR TESTING LPSM ALL

A2100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A2120 15701-0000 SOIL EROSION CONTROL LPSM ALL

A2140 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A2160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A2180 20301-2400 REMOVAL OF SIGN EACH 8 1 9

A2200 20303-2300 REMOVAL OF PAVEMENT, CONCRETE SQYD 575

A2220 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 400 20 420

A2240 30202-2100 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE TON 3,126 154 3,280

A2260 30302-4000 ROADBED RECONDITIONING LNFT 372 13 385

A2280 30401-5500 FULL DEPTH RECLAMATION,

METHOD 2, 8-INCH DEPTH MILE 3.106 3.106

A2300 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 7,824 276 8,100

A2320 40601-0000 FOG SEAL TON 19 1 20

A2340 41102-1000 PRIME COAT, METHOD 1 SQYD 45,707 2,243 47,950

A2360 41105-0000 BLOTTER TON 337 13 350

A2380 41201-0000 TACK COAT TON 19 1 20

A2400 55201-0200 STRUCTURAL CONCRETE, CLASS A

(AE) CUYD 257 8 265

A2420 55401-2000 REINFORCING STEEL, EPOXY

COATED LB 15,562 438 16,000

A2440 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A2460 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A2480 62201-2050 ROLLER HOUR 40

A2500 62201-2750 MOTOR GRADER HOUR 40

A2520 62301-0000 GENERAL LABOR HOUR 40

A2540 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 40

MileStone: 100% Design Date Completed: 08/17/21 Report Date: 08/17/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A ug

-2

2:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

C

U se rs \n as zk ow sk aE R

Pr oj ec ts

D um on t D un es

\E st im at e\ [s um m ar y_

D um on tD un es

1)

.x ls m ]S he et

STATE PROJECT

B1FTBL DUMONT DUNES (1)CA

SHEET

NUMBER

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:53:08-06'00'

Surfacing Summary Permanent Traffic Control Summaries TTC Summaries Miscellaneous

Summaries Allowance Bid Schedule

A2560 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 8 8

A2580 62303-1000 SPECIAL LABOR, HIRED Authorized tortoise biologist

TECHNICAL SERVICES (Biologist) LPSM ALL

A2600 63301-0000 SIGN SYSTEM EACH 12 1 13

A2620 63309-0000 DELINEATOR EACH 21 21

A2640 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID (White) LNFT 34,420 80 34,500

A2660 63401-1500 PAVEMENT MARKINGS, TYPE H,

SOLID (Yellow) LNFT 8,600 150 8,750

A2680 63401-1600 PAVEMENT MARKINGS, TYPE H,

BROKEN (Yellow) LNFT 12,786 384 13,170

A2700 63406-0000 RAISED PAVEMENT MARKER EACH 1,880 120 2,000 Centerline and speed strip clusters

A2720 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

-A ug -2

2:

P M

MileStone: 100% Design Date Completed: 08/17/21 Report Date: 08/17/21

C

U se rs \n as zk ow sk aE R

Pr oj ec ts

D um on t D un es

\E st im at e\ [s um m ar y_

D um on tD un es

1)

.x ls m ]S he et

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

B2FTBL DUMONT DUNES (1)CA

SHEET

NUMBER

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:53:28-06'00'

Surfacing Summary Permanent Traffic Control Summaries TTC Summaries Miscellaneous

Summaries Allowance Bid Schedule

X2000 15101-0000 MOBILIZATION LPSM ALL

X2020 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X2040 15401-0000 CONTRACTOR TESTING LPSM ALL

X2060 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X2080 30202-2100 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE TON 421 19 440

X2100 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 4

X2120 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 4

X2140 62201-2050 ROLLER HOUR 4

X2160 62201-2750 MOTOR GRADER HOUR 4

X2180 62301-0000 GENERAL LABOR HOUR 4

-A ug -2

2:

P M

MileStone: 100% Design Date Completed: 08/17/21 Report Date: 08/17/21

C

U se rs \n as zk ow sk aE R

Pr oj ec ts

D um on t D un es

\E st im at e\ [s um m ar y_

D um on tD un es

1)

.x ls m ]S he et

3)

SUMMARY OF QUANTITIES - Option X

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

B3FTBL DUMONT DUNES (1)CA

SHEET

NUMBER

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:53:51-06'00'

Surfacing Summary Permanent Traffic Control Summaries TTC Summaries Miscellaneous

Summaries Allowance Bid Schedule

Y2000 15101-0000 MOBILIZATION LPSM ALL

Y2020 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 0.752 0.752

Y2040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y2060 15401-0000 CONTRACTOR TESTING LPSM ALL

Y2080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

Y2100 15701-0000 SOIL EROSION CONTROL LPSM ALL

Y2120 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

Y2140 20301-2400 REMOVAL OF SIGN EACH 11 1 12

Y2160 30202-2100 ROADWAY AGGREGATE, METHOD 2,

SURFACE COURSE TON 4,598 202 4,800

Y2180 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 10

Y2200 62201-0850 WHEEL LOADER, 1 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 10

Y2220 62201-2050 ROLLER HOUR 10

Y2240 62201-2750 MOTOR GRADER HOUR 10

Y2260 62301-0000 GENERAL LABOR HOUR 10

Y2280 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 8 8

Y2300 63301-0000 SIGN SYSTEM EACH 10 1 11

Y2320 63309-0000 DELINEATOR EACH 27 27

Y2340 63316-1000 REMOVE AND RESET SIGN EACH 2 2

Y2360 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

-A ug -2

2:

P M

MileStone: 100% Design Date Completed: 08/17/21 Report Date: 08/17/21

C

U se rs \n as zk ow sk aE R

Pr oj ec ts

D um on t D un es

\E st im at e\ [s um m ar y_

D um on tD un es

1)

.x ls m ]S he et

4)

SUMMARY OF QUANTITIES - Option Y

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

B4FTBL DUMONT DUNES (1)CA

SHEET

NUMBER

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:54:09-06'00'

SURFACING SUMMARY

B5

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

A

M d e n p w p d p w ic s w o r k in g B S u m D

D .d g n

FHWA, OFFICE OF FEDERAL LANDS HIGHWAY

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:54:24-06'00'

B6

CONTROL SUMMARIES

PERMANENT TRAFFIC

Sheet 1 of 2

24''

SPECIAL SIGN DETAIL

PREPARE

TO STOP

9.5'' 9.5''

.5

.5

.5

.5

8.7'' 8.7''

0.5'' 1''

0.5''

1''

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

A

M d e n p w p d p w ic s w o r k in g B S u m D

D .d g n

FHWA, OFFICE OF FEDERAL LANDS HIGHWAY

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:54:43-06'00'

B7

CONTROL SUMMARIES

PERMANENT TRAFFIC

Sheet 2 of 2

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

P

M d e n p w p d p w ic s w o r k in g B S u m D

D .d g n

FHWA, OFFICE OF FEDERAL LANDS HIGHWAY

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 17:55:02-06'00'

B8

MISCELLANEOUS SUMMARIES

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

P

M d e n p w p d p w ic s w o r k in g B S u m D

D .d g n

FHWA, OFFICE OF FEDERAL LANDS HIGHWAY

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:05:29-06'00'

N79°22'15"E

'368.17L =

'184.10T =

'10,000.00R =

(RT)02°06'34"? =

105+53.83PI

.7

C

.8

T

.0

P

O B

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

P

M d e n p w p d p w ic s w o r k in g C p ln

D D .d g n

N81°28'49"E

400'200'0

Scale in Feet

100+00 TO 158+00

DUMONT DUNES ROAD

STOP

30''X30''

R1-1

SPEED

LIMIT

25 NO

PARKING

ANY

TIME

24''X30''

R2-1

12''X18''

R7-1

Do not disturb

Dumont Dunes Rd

Dumont Dunes Rd

SPEED

LIMIT

24''X30''

R2-1 Do not disturb

SPEED

LIMIT

24''X30''

R2-1

LDumont Dunes Rd C type H, solid (White), 4'' width

Pavement markings, type H, solid (White), 4'' width

Pavement markings, C1 markers

Raised pavement markers

Raised pavement LDumont Dunes Rd C

CA FTBL Dumont Dunes (1)

Station 100+12

Begin Schedule A

Begin Project

E 7065616.14

N 2442548.88 broken (Yellow), 4'' width

Pavement markings, type H, broken (Yellow), 4'' width

Pavement markings, type H, area (existing gravel road) Construction staging

1. See sheet B7 for pavement markings station limits.

NOTE:

R=50'

R=50'

Stop bar (1' x 20') solid (White)

Pavement markings, type H, N81°28'49"E

Begin California State School Lands

Do not disturb

2'' Concrete filled Iron Pipe road access details See Sheet D2 for Minor

H ig h w a y

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:11:59-06'00'

N81°36'06"E

P I

.5

P I

.0

N81°34'08"E

400'200'0

Scale in Feet

Dumont Dunes Rd

Dumont Dunes Rd

Removal of sign

158+00 TO 216+00

DUMONT DUNES ROAD

SPEED

LIMIT

24''X30''

R2-1 type H, solid (White), 4'' width Pavement markings, markers

Raised pavement

LDumont Dunes Rd C

LDumont Dunes Rd Cmarkers

Raised pavement type H, solid (White), 4'' width Pavement markings, C2

SPEED

LIMIT

broken (Yellow), 4'' width

Pavement markings, type H, broken (Yellow), 4'' width

Pavement markings, type H,

1. See sheet B7 for pavement markings station limits.

NOTE:

N81°28'49"E N81°36'06"E

Do not disturb

Brass Cap in mound of stone

School Lands

End California State

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

A

M d e n p w p d p w ic s w o r k in g C p ln

D D .d g n

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:12:20-06'00'

JP

(P

IC

:1

PR

O

(P

IC

:1

P R O

A K A

T O P

IS

T O O

D A N G E R O U S ;I

N A C C E S

(P

IC

:1

P R O

(P

IC

:3

PR

O /1

W C L

(4 /1

A

PP

R O

X .C

O N C E

D G E

(4 /1

A

PP

R O

X .C

O N C E

D G E

(4 /1

A

PP

R O

X .C

O N C E

D G E

(P

IC

:3

PR

O /1

A

PP

R O

X .C

O N C E

D G E

D

A T

E

U

S E

R

FHWA, OFFICE OF FEDERAL LANDS HIGHWAY

FTBL DUMONT DUNES (1)CA

T

IM

E

D

G N

216+00 TO 268+00

DUMONT DUNES ROAD

400'200'0

Scale in Feet

Dumont Dunes Rd

Dumont Dune s Rd 24''X30''

R2-1 Do not disturb

Do not disturb

O H

V t ra il

OHV tr ail

A m a r g o s a R iv e r markers

Raised pavement

LDumont Dunes Rd C type H, solid (White), 4'' width

Pavement markings, Do not disturb

Existing fence markers

Raised pavement

LDumont Dunes Rd C

4'' width type H, solid (White), Pavement markings, water crossing

Begin concrete low

Reclamation and overlay

Suspend full depth

262+75.24 concrete

Removal of pavement, See sheet T1 for details

Proposed low water crossing

Reclamation and overlay

Resume full depth

End concrete low water crossing

265+07.31

Begin Option Y

Begin gravel section

End Schedule A reclamation and Overlay

End Full depth

267+00

C3

24''X30''

R2-1

Do not disturb

Existing OHV Trail

24''X24''

W8-18

24''X30''

R2-1

7a

Design Speed V=30 mph

Design Speed V=50 mph

D e si g n S p e e d V m p h

D e si g n S p e e d V m p h

C2

C1

C3

C4

C6

C5 solid (Yellow), double centerline, 4'' width

Pavement markings, type H, 4'' width solid (Yellow), double centerline, Pavement markings, type H, 24''X24''

W8-18

10a

2% minimum

Match existing slope, NOTE:

Remove first fence post and reconnect cable to remaining fence post.

See sheet B7 for pavement markings station limits.

2.

1.

2%

2%

1%

1%

E O

P O ffs e t 1

E O

P O ffs e t 1

.7

.0

EO

P

O ff se t

EO

P

O ff se t

2%

2. C7 broken (Yellow), 4'' width

Pavement markings, type H, .7

.0 superelevation

Right (RT)

-e%

CL

superelevation

Left (LT) e%

CL

RT-2.00245+62.25

Full superelevationRT-4.60245+14.77

Full superelevationRT-4.60242+86.64

RT-2.00242+39.16

RT-2.00234+50.59

RT-2.00229+15.92

DescriptionLT/RTe% value Station Curve #

SUPERELEVATION TABULATION

See Detail C633-51 for spacing Delineator (Typ.)

Table Item - New Style

P I

.3

0 2

0 2

N82°19'32"E

N59° 38'0

2"E

N86°42'47"E

'283.57L =

'144.49T =

'600.00R =

(RT)27°04'46"Δ =

244+03.41PI

'534.66L = '270.88T = '1,350.00R =

(LT)22°41'30"Δ =

231+86.80PI

.9

.5

.4

N °4

2' "E

S63° 18'0

0"E

S °5

'4 "W

S19°33'19"E

'235.52L = '120.52T = '450.00R =

(RT)29°59'12"Δ =

249+45.46PI

'288.61L = '162.80T = '250.00R =

(RT)66°08'43"Δ =

256+66.42PI

'411.29L = '208.30T = '1,052.00R =

(LT)22°24'01"Δ =

261+73.63PI

'156.62L = '80.36T = '284.00R =

(LT)31°35'48"Δ =

265+21.99PI

9+

.3

PC

.6

.2

C

5+

PT

8+

PC

7+ .2

PT

SPEED

LIMIT

SPEED

LIMIT

FLOOD

MAY

ROAD

SPEED

LIMIT

FLOOD

MAY

ROAD

STATE PROJECT

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:12:37-06'00'

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

A

M d e n p w p d p w ic s w o r k in g C p ln

D D .d g n

FHWA, OFFICE OF FEDERAL LANDS HIGHWAY

400'200'0

Scale in Feet

268+00 TO 306+69

DUMONT DUNES ROAD

Dumont Dunes Rd

DO NOT

ENTER

Do not disturb

Do not disturb

18''x12''

W16-9P

24''X24''

W11-2 of sign

Removal

Do not disturb

30''X30''

R5-1

18''x12''

W16-9P

24''X24''

W11-2

Do not disturb

SPEED

LIMIT

24''X30''

R2-1

Do not disturb

Do not disturb Do not disturb of sign

Removal

Do not disturb

DO NOT

ENTER

30''X30''

R5-1

Do not disturb

30''X30''

W11-2

30''X30''

W11-2

Do not disturb

Do not disturb

Do not disturb Do not disturb

Do not disturb

C4 utilities with existing

Potential conflict

Do not disturb generator

Existing

Do not disturb

Existing restroom

Do not disturb

Existing fee stations

Center (ICC)

Incident Command

Option X

Do not disturb

Existing concrete base

End Gravel Section

306+69 gravel parking)

(existing staging area

Construction

LDumont Dunes Rd C

Do not disturb

Existing concrete pad

ICC A

cces s cross slope existing

Match slope cross existing

Match

Do not disturb

Existing gate, Do not disturb

Existing gate, Do not disturb

Existing fence, R=50'

Do not disturb

Existing fence

Surface course

Roadway Aggregate, Method 2, 2-inch

Do not disturb

Existing concrete pad ground

Existing

96' 76.5'11'

Match existing

A

A

E 7084454.04

N 2443633.52

BUMP

18''x12''

W16-9P

30''X30''

W8-1

CAUTION

AHEAD

BUMPS

SPEED

finish grade of concrete pad

Install Roadway Aggregate level with

Do not disturb

Existing restroom

2.

1.

NOTE:

See sheet D1 for delineator locations at fee station area.

Verify horizontal location and depth electrical lines to pads and light poles in Option X (ICC) location. Do not disturb.

Do not disturb

Existing Fence

CA FTBL Dumont Dunes (1)

Station 306+69

End Option Y

End Project

OPTION X

SECTION A-A

for Details

See sheet D1

Fee station area and Reset

Remove

13a

13b

12c

12b and Reset

Remove

Special

24''X30''

R2-1

Optio n Y

Optio n X

AHEAD

11a

5 MPH

STOP

TO

PREPARE

SPEED

LIMIT

12a

AHEAD

17a

AHEAD

14a

PREPARE

TO STOP

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:12:54-06'00'

N70°38'33"E

.0

P

.0

P

E

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

A

M d e n p w p d p w ic s w o r k in g C p ln

D D .d g n

FHWA, OFFICE OF FEDERAL LANDS HIGHWAY

400'200'0

Scale in Feet

Do not disturb Do not disturb Do not disturb

Little Dumont Dunes Rd

CA FTBL Dumont Dunes (1)

Station 506+50

Schedule A

Little Dumont Dunes Rd

CA FTBL Dumont Dunes (1)

Station 502+12

Schedule A

C5

502+12 TO 506+50

LITTLE DUMONT DUNES ROAD

Dunes Rd

Little Dumont

Do not disturb

Existing kiosk type H, solid (White), 4'' width

Pavement markings, STOP

30''X30''

R1-1 broken (Yellow), 4'' width

Pavement markings, type H, PULLOUT DETAIL

40' m in

Stop bar (1' x 26') type H, solid (White)

Pavement markings, solid (Yellow), Double centerline

Pavement markings, type H, 100' (Typ.)

Detail this sheet

See Pullout

NOTE:

See sheet B7 for pavement markings station limits.1.

11' kiosk pad

Existing concrete

Ta pe r @ :2

LLittle Dumont Dunes Rd C

LLittle Dumont Dunes Rd C

1:2

Taper

NO SCALE

gravel edge of

Proposed pavement edge of

Proposed 2

R=50'

R=50'

Minor road access details

See Sheet D2 for

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:13:10-06'00'

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

A

M d e n p w p d p w ic s w o r k in g D p ln

D D .d g n

120'60'0

Scale in Feet

Dumont Dunes Rd

Construction

(existing

DETAIL

FEE STATION AREA

D1

Do not disturb

Existing boulders

Do not disturb

Existing boulders

Method 2, Surface course pay item

Subsidiary to 30202-2100 Roadway Aggregate, Remove and Reset existing speed bumps

Do not disturb

Existing underground power line

LDumont Dunes C

Do not disturb

Existing utility pole

Do not disturb

Existing fee station vending machines ground

Existing

15'

Surface course

Roadway Aggregate, Method 2, 4-inch

Way

Traveled

15'

Traveled Way

15'

Way

Traveled

6'

Median

6'

Median

1:

57'

Match existing

Delineator

1:4 ground

Existing

1:4

24'

Traveled Way

8' 10' 53.5'

Match existing

Surface course

Roadway Aggregate, Method 2, 4-inch

95.5'

Do not disturb

Existing boulder

Do not disturb

Existing wood light pole

Do not disturb light pole

Existing wood sl op eM at ch e xi st in g s lo p e

M a tc h e x is ti n g s lo p e

M a tc h e x is ti n g

A

B

B

Do not disturb

Existing wood light pole

SECTION A-A

SECTION B-B

Median Parking Area

Redirect Taper

T a p e r

NOTE:

Verify depth of power line before the construction begins.1.

Shldr

R=3'

R=50'

R=50'

R=5'

Taper

165'Pullout

6'

6'

.5

4'

Fee station area

' (T y p

Match existing

200'

100'

Gravel median staging area gravel parking)

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:13:25-06'00'

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.10.07 15:21:42-06'00'

501-2

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

PAVEMENT JOINTS

MINOR CONCRETE

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U S

C c m y fi le s p w p r o d u c ti o n d m s S td

.d g n

M

S e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

BAR SIZES

PAVEMENT

THICKNESS (T) TIE BAR

DOWEL BAR

DIAMETER

10 < T ≤ 12

8 < T ≤ 10

T ≤ 8 1

#6

#5

#5

(in) (in)

T/3 T/3 T/3

NOTE:

1.

2.

3.

4.

5.

6.

7.

8.

9.

PLAIN - TRANSVERSE or LONGITUDINAL

CONTRACTION JOINT CONSTRUCTION JOINT

UNDOWELED - TRANSVERSE and

UNTIED - LONGITUDINAL

CONTRACTION JOINT

DOWELED - TRANSVERSE

CONTRACTION JOINT

TIED - LONGITUDINAL

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

ISOLATION/EXPANSION JOINT

DOWELED - TRANSVERSE TIED BUTT - TRANSVERSE

CONSTRUCTION JOINT

CONSTRUCTION JOINT

DOWEL BUTT - TRANSVERSE

MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS

ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINT

UNDOWELED - LONGITUDINAL

ISOLATION JOINT

T/2

T/2 T/2

T/2T/2

Fixture or structure

T

T

T

TT

T

T

T

T joint filler

Preformed

Joint sealant

Joint sealant

Backer rod

Fixed endGrease free end

T/2

KEYWAY - LONGITUDINAL

CONSTRUCTION JOINT

T/2 piece connectors)

(or approved two-sealing details

See sawed or formed joint joint sealing details

See sawed or formed joint sealing details

See sawed or formed

See isolation joint sealing details

See isolation joint sealing details joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction

T

Dowel cap

Use epoxy-coated material for all tie bars, dowels, and other steel used in the construction of concrete pavement.

Deformed reinforcing bars or hook bolts may be used for tie bars.

Install isolation joints when abutting a fixed structure.

Use expansion joint material extending the full depth and length of the concrete surface.

Transverse and longitudinal construction joints are not included in the joint layout plan. Use transverse and longitudinal construction joints sparingly. Submit planned construction joint locations for approval.

For construction joints, if tie bars and dowels are not set into concrete during placement, drill and anchor the tie bars and dowels into the existing concrete construction with epoxy resin.

Maintain joint sealant shape factor of 1:1; except when silicone sealant is used maintain the width to depth shape factor of 2:1 or as recommended by sealant manufacturer.

See Section 712 for joint material requirements.

See Standards 501-1 or 502-1 for reinforcement details.

9"9" 9"9"

18"18" 18"18"

9"9" 18"18"

Tie bar @ 30" c-c Tie bar @ 30" c-c

" keyway2 1T/3 x 1

18"18" Tie bar @ 30" c-c

#8 Tie bar @ 12" c-c

" typ.8 1" typ.8

1" typ.2

Do not place tie bars within 15 inches of transverse joints.

Dowel bar @ 12" c-c Dowel bar @ 12" c-c

Dowel bar @ 12" c-c

CA FTBL DUMONT DUNES (1) R1

For selection only

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:13:58-06'00'

D

A T

E

U

S E

R

FTBL DUMONT DUNES (1)CA

T

IM

E

D

G N

.3

.0

.3

.0

.5

.6

.8

.0

.0

.2

.0

.3

+0.375% +2.208%-1.417%

STATE PROJECT

NUMBER

SHEET

PLAN AND PROFILE

LOW WATER CROSSING

100'50'0

Scale in Feet

T1A m a r g o s a R iv e r

NOTE:

2.

1.

and curve information.

See sheet C3 for baseline geometry to match proposed roadway elevation.

low water crossing surface

Right and left edge of baseline and profile low water crossing

Begin Concrete reclamation and overlay, Suspend full depth

262+75.24, 263+91.00, See profile

Low water crossing grade break

See sheet T2 for details

Concrete low water crossing

264+41.63, See profile

Low water crossing grade break

Resume full depth reclamation and overlay, End Concrete low water crossing.

265+07.31, Class 2, Type C non-woven geotexile filter, 2' depth on top of

Place riprap, Class 3,

1.0 %

1.0 %

Proposed grade

Existing ground

Proposed edge of pavement

Proposed edge of gravel of gravel

Existing edge

Existing edge of gravel

C Dumont Dunes Road

L

Begin Option Y

Begin gravel section

End Schedule A reclamation and overlay

End full depth

267+00

1.0 %

LC

1.00%

Method 2, Surface Course

4-inch Roadway Aggregate

Class A (AE)

8-inch Structural Concrete, Depth = 2' d50 = 12'' Riprap

X

SECTION X-X

X

232.07' Along L StructureC

1:20

1.0 % below riprap

Fill and compact

Existing ground Geotexile low water crossing

Remove existing concrete

See sheet C3

Remove end post and reconnect cable

Existing steel post and cable fence

Do not disturb

Existing steel post and cable fence

E 7081004.1936

N 2443968.6371 crossing profile

Begin Concrete low water crossing profile

End Concrete low water

E 7080976.8509

N 2443951.9926

E 7080926.0804

N 2444181.3092

E 7080895.0485

N 2444173.4974

E 7080959.7375

N 2444072.1902 E 7080976.6848

N 2444024.4788

El. 630.16

El. 629.84

El. 628.71El. 628.52

El. 630.16

El. 629.84

El. 628.39

E 7080946.5319

N 2444013.7640

E 7080929.5832

N 2444061.4793

El. 628.20

261+50 262+00 262+50 263+00 263+50 264+00 264+50 265+00 265+50 266+00260+50 261+00

232.07' Low water crossing

32' 52'

16' 16'

ESF SIO OR NP A LD EE NR GE

T INSI E

G E

E R

R

S

T AIA NTE R OO FF I LCA

. RUR TS LA EDM

GO

EH

T

C LI IV

No. 62468 Digitally signed by Thomas R Rutledge Date: 2021.09.20 14:35:21-06'00'

FTBL DUMONT DUNES (1)CA V1

For selection only

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:14:13-06'00'

FTBL DUMONT DUNES (1)CA V2

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:14:36-06'00'

FTBL DUMONT DUNES (1)CA V3

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:14:51-06'00'

FTBL DUMONT DUNES (1)CA V4

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:15:07-06'00'

40'

30'10'

10'

40'

30'

C634-50

DETAIL APPROVED FOR USE 07/2004

4 4

08/2006

STATE PROJECT

NUMBER

SHEET

A

M N C

F L D

P I T D r a w in g s F P F P

D e ta il s C .d g n

U s e r A n g e la .J o h n s o n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

White edge line center line

Broken yellow

White edge line yellow center line

Broken and solid

White edge line yellow center line

Solid double

White edge line

White edge line yellow center line

Solid double yellow center line

Solid double

PAVEMENT JOINT

AND TOP LIFT

CENTERLINE STRIPING

4" or as required by the state.

REVISED: 08/2014 01/2018

L w

L w

DETAIL C

Two-way traffic

No passing zone both directions

L w

L w and top lift pavement joint

Striped centerline

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder

DETAIL A

Shoulder

DETAIL B

Shoulder w

Staked Centerline and top lift pavement joint

Striped centerline

Staked centerline

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

CURVE WIDENING ON SPIRAL CURVES

CURVE STRIPING DETAIL ON SIMPLE CURVES

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

Two-way traffic

Passing zone both directions

Two-way traffic

No passing zone single lane direction

(Staked)

(Staked)

ON SPIRAL CURVES

STRIPING DETAIL

No Passing Zone

No Passing Zone

Travel way (L)Travel way (L) curve widening (w) guardrail offset shoulder (s) shoulder (s) w/2 shoulder (s)

Travel way (L) curve widening (w/2)

Travel way (L) guardrail offset curve widening (w/2) shoulder (s) s s L

L

Length of curve widening

L L s s s s

L w

L w

L w

L w s s s s

L wLength of curve widening

L L

L L

L w s s w

L w

L w s s s s

Paved ditchPaved ditch

NOTE:

to curve widening on simple curves.

Centerline offset striping is only applicable curve widening.

widths remain constant throughout the widths within the traveled way. Shoulder curve widening to achieve equal lane

Paint centerline striping on curves with ranges and quantities for pavement markings.

See Summary for tables showing station normal edge of shoulder.

way and curve widening, 2" (max.) from the

5. Paint the edgeline striping outside the travel

4.

3.

2.

1.

FTBL DUMONT DUNES (1)CA V5

For selection only

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:15:20-06'00'

V6

NOTE:

4"

REFLECTIVE MARKER

Type D - two way yellow reflective marker

20'

DOUBLE SOLID YELLOW LINE

No passing zone both directions two-way traffic

10' 15'

40'

BROKEN YELLOW LINE

Passing zone both directions two-way traffic

3'-4"

2.

1.

revised 5/09.

Plan. T-37.1.1(633), adopted 2/79

Marker patterns based on NDOT Standard

Dimensions not labeled are in inches.

Typ.

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Type D

Type D

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

PAVEMENT MARKERS

PERMANENT RAISED

U.S. CUSTOMARY SPECIAL

634-A

SPECIAL

15'Type D broken (Yellow)

Pavement markings, Type H solid (Yellow), Double centerline

Pavement markings, Type H

U s e r D

E N

P W

P

_ FTBL DUMONT DUNES (1)CA

P

M d e n p w p d p w ic s w o r k in g V a

D D .d g n

STATE PROJECT

NUMBER

SHEET

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:15:35-06'00'

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

NO

CENTER

LINE

DO

NOT

PASS

DO

NOT

PASS

DO

NOT

PASS

PASS

WITH

CARE

PASS

WITH

CARE

PASS

WITH

CARE

NO

PASSING

ZONE

NO

PASSING

ZONE

NO

PASSING

ZONE

635-3

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

STATE PROJECT

U S

C c m y fi le s p w p r o d u c ti o n d m s S td

.d g n

S e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

On curves with radius less than 500', reduce cycle length to 20'.

temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

500'

500'

500'

500'

500' cycle length

40'

500' cycle length

40' cycle length

40'

NOTE:

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12

Use permanent markings plan to determine no passing zones for each direction of travel.

W14-3

(optional)

W14-3

(optional)

W14-3

(optional) See Note 2

See Note 2

See Note 2

R4-1

R4-1

R4-1R4-2

See Note 6

R4-2

See Note 6

R4-2

See Note 6

1.

2.

3.

4.

5.

6. Use the "PASS WITH CARE" (R4-2) sign at the downstream end of a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been installed at the upstream end of the zone.

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

DETAIL B

No Passing zone one direction

Two-way traffic

DETAIL C

No Passing zone both directions

Two-way traffic

DETAIL A

Passing zone both directions

Two-way traffic

The pavement on two- or three-lane roads may remain unmarked up to 14 days when providing signs according to this standard.

Optionally use the vehicle positioning guides to provide additional delineation.

CA FTBL DUMONT DUNES (1) V7

For selection only

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:15:50-06'00'

Traffic flow

Traffic flow

W20-1

See Note 4

W20-7W20-4

G20-2

See Note 4

(See Length and

Spacing Table)

(optional)

WORK SPACE (optional)(optional)

W13-1P

(optional)

W16-2P

(optional)

1.

2.

3.

4.

5.

6.

7.

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

For night time flagging operation, provide floodlighting at flagger stations.

For project specific minimum width, refer to the Special Contract

Requirements, Section 156.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

BUFFER SPACE

LENGTH

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xxx

FEET

ROAD WORK

END

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

Channelizing devices

Flagger location

Flagger location

635-6

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

MPH FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

SPACING IN FEET

50' - 100' 50' - 100' (optional)

STATE PROJECT

u g u s t

U

S c m y fi le s p w p r o d u c ti o n d m s S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

See Note 6

10' min.

CA FTBL DUMONT DUNES (1) V8

For selection only

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:16:06-06'00'

YIELD

TO

ONCOMING

TRAFFIC

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

xx

MPH

xxx

FEET

635-7

STANDARD APPROVED FOR USE 6/2005

DRAFT 6/2014

REVISED:

(WITH YIELD SIGN)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

MPH FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

50 MPH.

50' - 100' 50' - 100' (optional)

STATE PROJECT

u g u s t

U m y fi le s p w p r o d u c ti o n d m s S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

See Note 6

10' min.

15'

Traffic flow

Traffic flow

W20-4

W1-4

See Note 3

W20-1 W20-4 W3-2

R1-2

See Note 3

G20-2

See Note 3

G20-2 See Note 3

W20-1

Spacing Table)

(See Length and

WORK SPACE

(optional)

W13-1P

R1-2aP

(optional)

W13-1P

See Note 5

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

(optional) (optional) in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored

Requirements, Section 156.

For project specific minimum width, refer to Special Contract

Use the "YIELD AHEAD" (W3-2) sign when approach speeds exceed of the MUTCD.

If the surface is paved, install yield lines that comply with Section 3B.16

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field approaching traffic through and beyond the work site.

that must yield, and if drivers from both directions are able to see

Use this layout only if sufficient gaps in oncoming traffic exist for traffic

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

BA

BUFFER SPACE TAPER AREA A

(See Length and Spacing Table) VARIABLE TERMINATION AREA

Device spacing

BUFFER SPACETAPER AREAABC

ADVANCE WARNING AREA (See Sign Spacing Table)

See Note 4

(optional)

YIELD LINE

Channelizing devices light (optional)

Type B warning light (optional)

Type B warning

CA FTBL DUMONT DUNES (1) V9

For selection only

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.09.20 18:16:20-06'00'

PROCEED

WHEN

CLEAR

NO SCALE

PROCEED

WHEN

CLEAR

PROCEED

WHEN

CLEAR

Traffic flow

Traffic flow

R1-1

See Note 4

G20-2

W3-1

(optional)

W1-4

Special sign

R1-1

Special sign

Spacing Table)

(See Length and

8.

7.

6.

5.

4.

3.

2.

1.

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

Use the "STOP AHEAD" (W3-1) sign when approach speeds exceed

Section 3B.16 of the MUTCD.

If the roadway surface is paved, install stop lines that comply with

Requirements, Section 156.

For project specific minimum width, refer to Special Contract

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field

Place devices similar to those depicted for the opposite direction of travel.

Advance warning area signs are shown for one direction of travel only.

sufficient visibility of approaching vehicles.

approaching vehicular traffic through and beyond the work site and have

Use this layout only if road users from both directions are able to see in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored

STOP

STOP

See Note 4

W20-1 W20-4

(optional)

W13-1P

See Note 7

(optional)

W16-2P

WORK SPACE

(optional) (optional)

LENGTH

BUFFER SPACE

NOTE:

reflective white background

Black lettering on

SPECIAL SIGN

Expressway / Freeway

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

xx

MPH

ROAD WORK

END

xxx

FEET

ABC

ADVANCE WARNING AREA (See Sign Spacing Table) (See Length and Spacing Table) VARIABLE TERMINATION AREA

BUFFER SPACETAPER AREA

Device spacing

BUFFER SPACE TAPER AREA A

See Note 6

STOP LINE

light (optional)

Type B warning to provide access to work space downstream taper if necessary

Reduce or eliminate drums in

Channelizing devicesSee Note 6

STOP LINE

635-8

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

(WITH STOP SIGN)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

MPH FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

50 MPH.

50' - 100' (optional)50' - 100'

" Black border2

165' - 230'

See Note 5

10' min.

15'

STATE PROJECT

u g u s t

U m y fi le s p w p r o d u c ti o n d m s S td

.d g n

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

D

D

D

24"

R

CA FTBL DUMONT DUNES (1) V10

For selection only

James Mills Digitally signed by James Mills DN:…