Plans - AZ 104(1) Mingus Mountain.pdf

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 D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts A G e n s h t\

.S y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

Mingus Mountain

AZ FTFS 104(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC 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

STATE PROJECT

A

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts A G e n s h t\

.S y m .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

A4

NO SCALE

SITE MAP

m il e s

P re s c o tt A

Z

Staging Area

Station 10+00

Begin Schedule A

AZ FTFS 104(1)

Station 85+84

Begin Option X

End Schedule A

AZ FTFS 104(1)

Station 141+00

End Option X

STATE PROJECT

A

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts A G e n s h t\

S it e M a p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

A6

NOTE:

Va ria ble

Exi stin g S lop e

1:3 1:3

Traveled Way Traveled Way

Varies

85+84 - 141+00

EXISTING TYPICAL SECTION

MINGUS MOUNTAIN ROAD

from 0" to 3".

Existing roadway aggregate depth varies

Ditch

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

2. Measure existing roadway widths according to 152.05(m).

Construction Limits

Match existing Match existing

NO SCALE

Normal Edge of Pavement

22' - 0"

10' 10'

1' Shoulder

1' Shoulder

OPTION X

ROADWAY AGGREGATE

TYPICAL SECTIONS

4" Roadway Aggregate, Method 2

85+84 - 141+00

TYPICAL SECTION

ROADWAY REHABILITATION

MINGUS MOUNTAIN ROAD

Existing ground

Existing ground

Project Length

Station to Station Roadway (ft)

5,516

Description

85+84 to 141+00 Roadway Aggregate

Match existing width 22 ft

STATE PROJECT

A

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

A g g r e g a te S u r fa c e C o a r s e .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

SCHEDULE A

SUMMARY OF QUANTITIES

B1

STATE PROJECT

P

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts B S u m m B .S u m m a r y o f

Q u a n ti ti e s S c h

A O p t

X .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

OPTION X

SUMMARY OF QUANTITIES

B2

STATE PROJECT

P

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts B S u m m B .S u m m a r y o f

Q u a n ti ti e s S c h

A O p t

X .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

B3

SURFACING SUMMARY

STATE PROJECT

P

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts B S u m m B .S u r fa c e S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

SIGNING SUMMARY

B4

STATE PROJECT

P

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts B S u m m B

S ig n S u m m a r y .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

SUMMARY

PAVEMENT MARKINGS

B5

STATE PROJECT

P

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts B S u m m B .P a v e m e n t

M a r k in g s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

B6

CONTROL SUMMARY

TEMPORARY TRAFFIC

STATE PROJECT

P

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts B S u m m B

T e m p o r a r y T

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

DETAIL APPROVED FOR USE 12/2012

SUBEXCAVATION

NO SCALE C204-51

See bench detail than 2 ft Bench if greater Varies (2 ft typ.)

max.

2 ft

1 ft min.

6.

5.

4.

3.

2.

1.

NOTE:

the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within 4 ft of the every 2 ft of subexcavation depth.

in bottom layers. Provide a 1 ft min. bench width for

Widen top of subexcavation area to allow for bench width

Do not place backfill material within the structural section.

Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

unless otherwise specified.

Replace unsuitable material according to Subsection 204.07

REVISED: 08/2014

STATE PROJECT

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

A

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts F C .d g n

U s e r m ig u e l.

z .m a r ti n e z

AZ

Mingus Mountain

AZ FTFS 104(1)

F1

See typical sections for structural section

Finished grade

Backfill with material according to Section 204

TYPICAL SECTION

SUBEXCAVATION

Geotextile

BENCH DETAIL

Total subexcavation width

Width of need according to Section 204

Backfill with material structural section

See typical sections for

Finished grade

401-A

NOTE:

AGGREGATE TRANSITION

Subgrade

Existing Aggregate Roadway Aggregate, Method 2 be varied by CO.

Dimensions are approximate and may 1.

Transition L = 120 ft.

K1

4"

3" 1:200 or flatte r

Existing Cattle guard

Remove roadway aggregate

6"

Asphalt Concrete

Roadway Aggregate

TRANSITION FOR ASPHALT

CATTLE GUARD

TRANSITION FOR AGGREGATE SURFACE

CATTLE GUARD

ON AGGREGATE SURFACE

TRANSITION LENGTH

Subgrade

Existing Aggregate

Roadway Aggregate, Method 2

4"

Existing Cattle guard

1:200 or flatte r

Transition L = 85 ft.

Transition L = 85 ft.

STATE PROJECT

A

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts K S p A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

5.

4.

3.

2.

1.

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

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

E d g e o f tr a v e le d w a y

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

E d g e o f tr a v e le d w a y

E d g e o f tr a v e le d w a y

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

Location

Rural Districts

Residence Districts

Business or

See table for hole size post, parallel to sign face.

Field drill holes through a secondary sign mounted below another sign.

exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

E d g e o f tr a v e le d w a y

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

Finish ground line

NO SCALE

rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil fit field conditions.

indicate overall post length. Select post lengths to 4 thru H1H is vulnerable to being struck when placed outside the clear zone.

Traffic barrier protection is required for all posts larger than

CL post

Backfill material

W

0.15X0.35X0.35X0.15X ty p

D

Z

.5

Y

H

H

H

V Y

Backfill material

W

0.125X0.25X0.25X0.25X0.125X

.5

Y Z

H

H

H

H ty p

D

V Y

V Y

H

Z ty p

D

Same post size

Same post size

Bottom of sign

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

H

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

W

W

Backfill material

.5

Y

Z ty p

D

V Y

H

.5

Y

0.2X0.6X0.2X

STATE PROJECT

A

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r m ig u e l.

z .m a r ti n e z

NUMBER

SHEET

AZ

REVISED:

DETAIL APPROVED FOR USE 10/2009

WESTERN FEDERAL LANDS HIGHWAY DIVISION

(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

For all retroflectorized signs where W > 25'

6 ft 5 ft

7 ft 2 ft

V may be reduced by 1 foot in rural districts for

22 ft (max.)

X=14 ft (min.) to maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

WOOD POSTS

INSTALLATION

PERMANENT SIGN

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16 5" lock nut16

" bolt16

" bolt thru the post8

6" x 8" when located within the clear zone or if the post

T2

633-7

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

U

S C

D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

C .d g n

M

A p r il

NOTE:

all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum

DELINEATORS

8' (max.)

2' (min.)

6' desired

3" min.

3" min.

m in

Install double delineators on 100-foot spacing for acceleration

REVISED: 08/2014

e e N o te s p a c e d a t c c d ia h o le s reflector by pulling into post cavity length required to prevent breaking

" inside dia. aluminum ferrule x8

A minimum of 12 holes spaced on 1" centers are required for

STATE PROJECT

NUMBER

SHEET

A

M C D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

C .d g n

U s e r m ig u e l.

z .m a r ti n e z

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

T3 Mingus Mountain

AZ FTFS 104(1)

AZ

633-A

U.S. CUSTOMARY SPECIAL

NO SCALE

(Accel/Decel Lanes)

Double delineator

(Object marker)

Triple delineator

(Normal application)

Single delineator

E d g e o f

P a v e m e n t

ATTACHMENT DETAIL

(for rigid metal posts)

POST DETAILS

(TYPE 1 - acrylic plastic lens)

DELINEATOR (RIGID)

NOTE:

(TYPE 2 - retroreflective sheeting)

DELINEATOR (FLEXIBLE)

LOCATION OF DELINEATOR

V a r ie s

SHEETING DETAIL

RETROREFLECTIVE

(both sides of post) material.

strip of retroreflective may be a single or triple delineators

Single, double, Delineator recommendations manufacturer's according to

Embed delineator

9.

8.

7.

6.

5.

4.

3.

2.

1.

See Subsection 718.05 for rigid post requirements.

as required.

Furnish anti-theft hardware for mounting retroreflectors all rigid posts. See Subsection 718.04.

delineator immediately behind the guardrail.

the edge of pavement and the delineator offset, locate the pavement. Where guardrail intrudes into the space between

Place delineators at a constant distance from the edge of the according to the manufacturer's recommendations.

CO. Provide delineators conforming to the MUTCD and install

Alternate delineator types may be used with approval of the recommendations.

Install reflective elements according to the manufacturer's and deceleration lanes or to mark changes in width.

to mark obstructions.

Use yellow reflective elements for triple delineators installed

Match the color of the reflective element with the edge line.

Typical rigid post

Typical reflective lens

Use aluminum bolts

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

See Note 10

W20-1

See Note 10

W20-1

G20-2 the distance to the work area in feet or in miles. Install an additional W20-1

The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name

If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use. Cover

Maintain two-way traffic during all non-work hours except as approved by the CO.

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to construction conditions.

Additional or different message signs may be required to fit the actual messages as required.

locate the warning signs as determined by the CO for best results. Vary

Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in this

Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to the Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional)

W13-1P

(optional)

W13-1P xx

MPH

xx

MPH

NUMBER

SHEET

AZ

Mingus Mountain

AZ FTFS 104(1)

STANDARD APPROVED FOR USE 6/2005

DRAFT: 6/2014

REVISED:

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used place the two W20-1

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

Mingus Mountain

AZ FTFS 104(1)

T4

STATE PROJECT

NUMBER

SHEET

D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

S td

.d g n

A p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow Traffic flow

Traffic flow

Double solid line: two pavement markers, side by side, spaced on allowed by the gap shown based on curvature.

DETAIL A DETAIL B

NOTE:

Two-way traffic

Passing zone both directions

DETAIL B1

Two-way traffic

Passing zone both directions

DETAIL A1

Two-way traffic

No passing zone one direction

DETAIL A2

Two-way traffic

No Passing zone one direction

DETAIL B2

Two-way traffic

No passing zone both directions

DETAIL A3

Two-way traffic

No Passing zone both directions

DETAIL B3

yellow centerline

Shoulder

Shoulder and solid yellow centerline

Shoulder yellow centerline

Shoulder yellow centerline solid yellow centerline

Shoulder

Shoulder

On two- or three-lane roads, signs may be used instead of temporary patterns:

To substitute raised pavement markers for lines, use the following

2.

1.

NUMBER

SHEET

AZ

Mingus Mountain

AZ FTFS 104(1)

635-2

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2016

REVISED:

4" Broken yellow

4" Broken yellow

4" Solid double

4" Solid double

4" Broken yellow and

2' broken line: two pavement markers spaced 2' apart

Single solid line: pavement markers spaced on 10' centers.

10' centers.

Curves < 500' Radius Tangents or Curves ≥ 500' Radius

PAVEMENT MARKINGS

TEMPORARY

2' 18'

40'

2' 18'

40'

2' 38'

4" Broken yellow centerline

2' 38'

20'

20' pavement markings as shown on Standard 635-3.

Mingus Mountain

AZ FTFS 104(1)

T5

STATE PROJECT

NUMBER

SHEET

D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

S td

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FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

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

NUMBER

SHEET

AZ

Mingus Mountain

AZ FTFS 104(1)

635-3

STANDARD APPROVED FOR USE 6/2005

DRAFT: 8/2013

REVISED:

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.

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

500'

500'

500'

500'

500' cycle length

40'

500' cycle length

40' cycle length

40'

Mingus Mountain

AZ FTFS 104(1)

T6

STATE PROJECT

NUMBER

SHEET

D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

S td

.d g n

A p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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 each direction of travel.

Use permanent markings plan to determine no passing zones for

(optional)

W14-3

(optional)

W14-3

(optional)

W14-3

See Note 2

See Note 2

See Note 2

R4-1

R4-1

R4-1

See Note 6

R4-2

See Note 6

R4-2

See Note 6

R4-2

6.

5.

4.

3.

2.

1.

installed at the upstream end of the zone.

a no-passing zone only if a "DO NOT PASS" (R4-1) sign has been

Use the "PASS WITH CARE" (R4-2) sign at the downstream end of 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

Two-way traffic

No Passing zone one direction

DETAIL B

Two-way traffic

No Passing zone both directions

DETAIL C

Two-way traffic

Passing zone both directions

DETAIL A

delineation.

Optionally use the vehicle positioning guides to provide additional up to 14 days when providing signs according to this standard.

The pavement on two- or three-lane roads may remain unmarked

Traffic flow the buffer space.

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

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

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

If closure is completely within the project limits, eliminate the "ROAD name of the Contractor on the pilot car.

at a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

Spacing Table)

(See Length and

LENGTH AND SPACING TABLE

SPEED*

APPROACH

6.

5.

4.

3.

2.

1.

Spacing Table)

(See Length and WORK SPACE

See Note 4

G20-2

See Note 4

W20-1 W3-4

(optional)

W16-2P

W20-7

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C posted speed, not the advisory speed.

Approach speed based on the regulatory *

BUFFER SPACE

LENGTH

BUFFER SPACE

NOTE:

Expressway / Freeway

WORK

ROAD

AHEAD

BE

PREPARED

TO STOP

ROAD WORK

END

xxx

FEET

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

(optional)

A

Flagger location

Flagger location

NUMBER

SHEET

AZ

Mingus Mountain

AZ FTFS 104(1)

635-5

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)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

T7

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U

D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

S td

.d g n

A p r il

FEDERAL LANDS HIGHWAY

Traffic flow

See Note 4

W20-1 W20-7W20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

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

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

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

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

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

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

LENGTH

BUFFER SPACE

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

NUMBER

SHEET

AZ

Mingus Mountain

AZ FTFS 104(1)

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)

See Note 6

10' min.

Mingus Mountain

AZ FTFS 104(1)

T8

STATE PROJECT

NUMBER

SHEET

D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

S td

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FEDERAL LANDS HIGHWAY

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

NUMBER

SHEET

AZ

Mingus Mountain

AZ FTFS 104(1)

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)

See Note 6

10' min.

15'

Mingus Mountain

AZ FTFS 104(1)

T9

STATE PROJECT

NUMBER

SHEET

D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

S td

.d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4

E d g e o f tr a v e le d w a y

E d g e o f p a v e d s h o u ld e r

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

NUMBER

SHEET

AZ

Mingus Mountain

AZ FTFS 104(1)

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 10/2017

REVISED:

6" x 6" or larger.

Use 7' minimum spacing between posts for sign posts and 6' minimum mounting height for secondary sign.

use 7' minimum mounting height for main sign a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

(INCH) (INCH)

(INCH)(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

1.5

1.5

1.5

1.5

Mingus Mountain

AZ FTFS 104(1)

STATE PROJECT

NUMBER

SHEET

D e s ig n P r o je c ts A

Z M in g u s M o u n ta in R o a d w a y C

A D

D S h e e ts T T

S td

.d g n p r il

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

T10

7.

6.

5.

4.

3.

2.

1.

by the CO.

State standards may be used as an alternative if approved

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

NOTE:

See table for hole size parallel to sign face.

Field drill holes through post