AZ FTNP CAGR10(2)_Plans.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

P

M N A

Z c a g r 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

C A

G R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

DRAWING NO.: 303/167840

NPS PMIS NO.: 2370740

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

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

P

M N A

Z c a g r 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

C A

G R .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

DRAWING NO.: 303/167840

NPS PMIS NO.: 2370740

SITE MAP

NO SCALE

Schedule A

Station 10+00.00

ENTRANCE ROAD

BEGIN PROJECT AZ FTNP CAGR 10(2)

Schedule A

Station 49+25.76

ENTRANCE ROAD

END PROJECT AZ FTNP CAGR 10(2)

Option X

Station 61+65.44

ADMINISTRATIVE ROAD

END PROJECT AZ FTNP CAGR 10(2)

Option X

EMPLOYEE PARKING AREA

AZ FTNP CAGR 10(2)

NATIONAL MONUMENT

CASA GRANDE RUINS

A4

Option X

Station 50+00.00

ADMINISTRATIVE ROAD

BEGIN PROJECT AZ FTNP CAGR 10(2)

STATE PROJECT

P

M N A

Z c a g r R o a d w a y C

A D

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

S T

E

C A

G R .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

DRAWING NO.: 303/167840

NPS PMIS NO.: 2370740

Station to Station

LENGTH OF PROJECT

(ft)

Roadway

TOTALS (ft)

NOTE:

Average Existing Width

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

Existing superelevated and widened sections are not shown.

2.

1.

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A

Shldr

2'

Shldr

2'

Construction Limits

Shoulder

Pulverized Width

Traveled way structural section details

See mainline typical section for

Foreslope

DETAIL A

2'1'

3' Clear Zone 3' Clear Zone for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30202-2000) after placement of asphalt section. Shoulder up with Roadway Aggregate, Method 2

Incorporate pulverized material into the mainline base

Remove all pulverized asphalt material from this section.

Fog sealPrime coat

Tack coat (between lifts) pavement placed in two lifts

3" asphalt concrete

10'10'

Existing aggregate base depth 4"

Existing asphalt pavement depth 2"

(safety edge) pavement edge

Construct 30°

3,926

3,926

0.74

A5

TOTAL (mi) - Schedule A

TOTALS (ft)

1,165

1,165

0.22TOTAL (mi) - Option X

24'-26'

Existing pavement

Depth varies

Variable

Existing Slope

Parking AreaParking Area

Construction Limits

VariableExisting Slope

Do not disturb existing curb existing curb Do not disturb

Match existing Match existing

Match existing elevation at curb face.

(both LT and RT) See Detail B

Existing asphalt surface

Micro surfacing, type 2 of the FP-14

Refer to Section 414 prior to micro surfacing

Clean and seal cracks

10+00.00 to 49+25.76

50+00.00 to 61+65.44

SCHEDULE A

ENTRANCE ROAD

TYPICAL SECTIONS

10+00 to 44+00

EXISTING TYPICAL SECTION

5.

4.

3.

DETAIL B

TREATMENT

TYPICAL CRACK

1:3 or fl atte r

Width VariesWidth Varies

5.25"

Reclamation, Method 1

6" Full Depth

PARKING AREA

VISITOR CENTER

44+00 to 49+25.76

TYPICAL SECTION - MICRO SURFACING

to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:3 foreslope unless otherwise directed by the CO.

Apply prime coat between the pulverized base and the first lift.

Apply tack coat to the first lift prior to placing the second lift.

Place asphalt concrete pavement in two lifts.

Pulverize to a depth of 6".

Pulverize the existing paved width or as directed by the CO.

ENTRANCE ROAD

10+00 to 44+00

TYPICAL SECTION - REHABILITATION

STATE PROJECT

A

M N A

Z c a g r 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

C A

G R .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

DRAWING NO.: 303/167840

NPS PMIS NO.: 230740

Average Existing Width

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

Existing superelevated and widened sections are not shown.

2.

1.

Variable

Existing Slope Variable Existing Slope

Traveled WayTraveled Way

Match existing Match existing

See Detail A

Construction Limits

Pulverized Width

Traveled wayForeslope

1'

1' Clear Zone1' Clear Zone

5.

4.

3.

Fog sealPrime coat

Tack coat (between lifts) pavement placed in two lifts

3" asphalt concrete

Existing aggregate base depth 4"

Existing asphalt pavement depth 2"

16'

NOTE:

structural section details

See mainline typical section for

DETAIL A

(safety edge) pavement edge

Construct 30°

NO SCALE

A6

OPTION X

ADMINISTRATIVE ROAD

TYPICAL SECTIONS

8' 8'

50+00 to 61+65.44

EXISTING TYPICAL SECTION

1:3 or fl atte r

5.25"

Reclamation, Method 1

6" Full Depth to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:3 foreslope unless otherwise directed by the CO.

Apply prime coat between the pulverized base and the first lift.

Apply tack coat to the first lift prior to placing the second lift.

Place asphalt concrete pavement in two lifts.

Pulverize to a depth of 6".

Pulverize the existing paved width or as directed by the CO.

for drainage and appearance.

concrete pavement. Shape and compact as necessary

(pay item 30202-2000) after placement of asphalt

Shoulder up with Roadway Aggregate, Method 2

EMPLOYEE PARKING AREA

ADMINISTRATIVE ROAD AND

50+00 to 61+65.44

TYPICAL SECTION - REHABILITATION

Width Varies for Employee Parking Area

STATE PROJECT

A

M N A

Z c a g r 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

C A

G R .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

Sheet and Description

B4 B5

Miscellaneous Miscellaneous Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0030 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 0.640 0.640

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0050 15401-0000 CONTRACTOR TESTING LPSM ALL

A0060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0070 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 60 10 70

A0080 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 1 1

A0090 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0100 20301-2400 REMOVAL OF SIGN EACH 5 5

A0110 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 59 6 65

A0120 30402-1300 FULL DEPTH RECLAMATION,

METHOD 1, 6-INCH DEPTH SQYD 9,067 453 9,520

A0130 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,481 69 1,550

A0140 40601-0000 FOG SEAL TON 4 1 5

A0150 40901-2000 MICRO SURFACING, TYPE 2 SQYD 5,628 172 5,800

A0160 41102-1000 PRIME COAT, METHOD 1 SQYD 9,067 453 9,520

A0170 41105-0000 BLOTTER TON 25

A0180 41201-0000 TACK COAT TON 4 1 5

A0190 41401-2000 CRACKS, CLEANING AND SEALING LNFT 500

A0200 60901-0000 CURB, CONCRETE LNFT 10

A0210 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A0220 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

A0230 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20

A0240 62301-0000 GENERAL LABOR HOUR 20

A0250 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 20

A0260 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20

A0270 63301-0000 SIGN SYSTEM EACH 5 5

A0280 63308-3000 OBJECT MARKER, TYPE 3 EACH 2 2

A0290 63328-0000 SPEED BUMP EACH 1

MileStone: Final Date Completed: 08/18/20 Report Date: 08/18/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A ug

-2

7:

A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

AZ

\c ag r1

0( 2)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

AZ

C

AG

R

0( 1)

_s um m ar y.

xl sm ]S he et

STATE PROJECT

B1AZ FTNP CAGR 10(2)

ENTRANCE ROAD

AZ

SHEET

NUMBER

Miscellaneous Miscellaneous Allowance Bid Schedule

A0300 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID LNFT 33,880 1,690 35,570

A0310 63405-0550 PAVEMENT MARKINGS, TYPE B,

STRAIGHT ARROW EACH 6 6

A0320 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 6 6

A0330 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0340 63602-6020 SYSTEM INSTALLATION, TRAFFIC

DETECTOR WIRE LOOP EACH 1

-A ug -2

7:

A M

MileStone: Final Date Completed: 08/18/20 Report Date: 08/18/20

N

AZ

\c ag r1

0( 2)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

AZ

C

AG

R

0( 1)

_s um m ar y.

xl sm ]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

B2AZ FTNP CAGR 10(2)

ENTRANCE ROAD

AZ

Miscellaneous Miscellaneous Allowance Bid Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0030 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 0.220 0.220

X0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0050 15401-0000 CONTRACTOR TESTING LPSM ALL

X0060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0070 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 40 10 50

X0080 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0090 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 180 180

X0100 30402-1300 FULL DEPTH RECLAMATION,

METHOD 1, 6-INCH DEPTH SQYD 2,954 146 3,100

X0110 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 482 28 510

X0120 40601-0000 FOG SEAL TON 2 2

X0130 41102-1000 PRIME COAT, METHOD 1 SQYD 2,954 146 3,100

X0140 41105-0000 BLOTTER TON 10

X0150 41201-0000 TACK COAT TON 2 2

X0160 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 10

X0170 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 10

X0180 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 10

X0190 62301-0000 GENERAL LABOR HOUR 10

X0200 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 10

X0210 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 10

X0220 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-A ug -2

7:

A M

MileStone: Final Date Completed: 08/18/20 Report Date: 08/18/20

N

AZ

\c ag r1

0( 2)

\R oa dw ay

\C

AD

D _S he et s\ B -S um m

AZ

C

AG

R

0( 1)

_s um m ar y.

xl sm ]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

B3AZ FTNP CAGR 10(2)

ENTRANCE ROAD

AZ

SCHEDULE A

SUMMARY QUANTITIES

B4

Tack coat........0.1 gal/sqyd, 233 gal/ton

Prime coat.......0.27 gal/sqyd, 233 gal/ton

Fog Seal.......0.1 gal/sqyd, 233 gal/ton

Asphalt concrete pavement.....145.2 lb/cuft

Roadway Aggregate, Method 2.....139 lb/cuft

Values used for estimating purposes:

STATE PROJECT

A

M N A

Z c a g r 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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

B5

Tack coat........0.1 gal/sqyd, 233 gal/ton

Prime coat.......0.27 gal/sqyd, 233 gal/ton

Fog Seal.......0.1 gal/sqyd, 233 gal/ton

Asphalt concrete pavement.....145.2 lb/cuft

Roadway Aggregate, Method 2.....139 lb/cuft

Values used for estimating purposes:

OPTION X

SCHEDULE A AND

SUMMARY QUANTITIES

STATE PROJECT

A

M N A

Z c a g r 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 .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

STATE PROJECT

P

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C

A G

R

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r r .g o n z a le z s o s a

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

DRAWING NO.: 303/167840

NPS PMIS NO.: 230740

S

D I

S

I

57+00

00 5

S

S

57+00

00 5

C3

Option X

Station 50+00.00

Rehabilitation

Administrative Road

Begin Project FTNP CAGR 10(2)

100'50'0

Scale in Feet

100'50'0

Scale in Feet

Option X

Station 61+65

Rehabilitation

Administrative Road

End Project FTNP CAGR 10(2)

Concrete Headwall

Existing 24" Culvert inlet and outlet.

Install fiber logs at

OPTION X

STA. 50+00 - 61+65

ADMINISTRATIVE ROAD

(Maintenance Yard)

Staging area on this road.

"No Work" on this road.

"No Work" on this road.

"No Work"Existing Wall

Do not Disturb

NOTE:

necessary to fit field conditions.

on precise survey data. Adjust as proposed features are not based location of the existing and

The horizontal alignment and the from field measurements.

Final quantities will be determined approximate location of the feature.

drawn to scale and identify the

Some features in the drawing are not

Option X as Administrative Road

Use same typical section

Rehabilitation

Employee Parking Area to remain

"Speed Limit 15 mph"

Existing to remain

"Speed Limit 15 mph"

Existing to remain

"Speed Limit 15 mph"

Existing the field.

areas will be formalized by the PE in

The defined boundaries of the staging 3.

2.

1.

Staging area

DROP INLET PROTECTION (TYPE C)

PREFABRICATED FILTER INSERT

Back of curb

Face of curb

1-bag high

Spillway

PLAN VIEW - INLET AT SAG

high

1-bag

Spillway

B

B

SECTION A-A

Drop inlet grate

PLAN VIEW - INLET ON GRADE

Flow

Face of curb

Back of curb

Flow

1-bag high

Spillway basin

Catch

SECTION B-B

onto curb bags overlap

Gravel filled

A

A Drop inlet grate

PLAN

Drop inlet

DROP INLET PROTECTION (TYPE B)

GRAVEL BAG BERM

Flow

(stacked tightly)

Gravel filled bags

Spillway (beyond)

Drop inlet

Flow Flow

Drop inlet grate

See Note 5

2-bags high

Gravel filled bags

See Note 5

2-bags high

Gravel filled bags

Accumulated sediment

Accumulated sediment

Drop inlet grate

Expansion restraint

Prefabricated filter insert

Dump straps (2 each)

Lifting loops (2 each)

Drop inlet

Fiber roll

Fiber roll in full contact with the ground

DROP INLET PROTECTION (TYPE A)

FIBER ROLL

PROTECTION

TEMPORARY INLET

NO SCALE

Sheet 1 of 2

C157-51

NOTE:

1" x 1" or 1" ø wood stake. See Note 2.

5.

4.

3.

2.

DETAIL APPROVED FOR USE

REVISED: 08/2014

NUMBER

SHEET

P

M N A

Z c a g r R o a d w a y C

A D

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

U s e r S e b a s ti a n .g u z m a n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

9" ø min. fiber roll

3" in diameter.

with clean, silt-free coarse aggregate between 2" and bags. Cover geotextile fabric to the top of the fabric geotextile fabric a minimum of 18" upstream of the the next layer of bags on top of it. Extend the to the spillway elevation. Anchor the fabric by placing face of the bags. Place fabric over the top of the bags geotextile filter, class 2, type C along the upstream bags. Where tight fit is unachievable, install ensure no sediment flows between or underneath the

Pack gravel filled bags tightly together end to end to of curb minus 1".

Maximum top of gravel bag spillway elevation = Top

12" x 18".

Approximate finished dimension of gravel bags is soil.

on center. Drive stakes 12" (min.) into undisturbed

Install fiber roll with stakes spaced no more than 24" as approved by the CO.

Select the inlet protection device to fit field conditions

AZ E1

DRAWING NO.: 303/167840

NPS PMIS NO.: 2370740

SECTION C-C

Overflow water

Filtered

DROP INLET PROTECTION (TYPE D1)

BLOCK AND GRAVEL

E

E

SECTION E-E

Curb and gutter

Filtered water

Accumulated sediment

Curb inlet See Note 2 Inlet protection device

PLAN

See Note 1

Wire mesh

Drop inlet with grate

Filtered water

Sediment laden runoff

Accumulated sediment

Curb inlet

Curb inlet

Sediment laden runoff

Accumulated sediment

Overflow

Curb inlet

SECTION D-D

D

D

CURB INLET PROTECTION (TYPE D2)

BLOCK AND GRAVEL

See Note 1

Gravel filter

See Note 1

Wire mesh

CURB INLET PROTECTION (TYPE E)

INLET PROTECTION DEVICE

CC

Wire mesh

See Note 2 Inlet protection device

See Note 1

Gravel filter

Wire mesh

PROTECTION

TEMPORARY INLET

NO SCALE

Sheet 2 of 2

C157-51

NOTE:

3.

2.

1.

Dimensions may vary to fit field conditions.

to manufacturer's recommendations.

prefabricated filter material. Install device according continuous filter tubing filled with gravel or other

Inlet protection device (Type E) may consist of

Use wire mesh with 1/2" x 1/2" openings.

coarse aggregate between 2" and 3" in diameter.

For Type D1 and D2 gravel filter, use clean, silt-free

8" x 8" x 16" (nominal)

Concrete masonry unit

9"

8" x 8" x 16" (nominal) Concrete masonry unit

16"

2"

18"

12" min.

12" min.

2" x 2" (nominal) wood frame used to retain concrete blocks

2" x 4" (nominal) wood stud

REVISED: 08/2014

NUMBER

SHEET

P

M N A

Z c a g r R o a d w a y C

A D

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

U s e r S e b a s ti a n .g u z m a n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

AZ E2

DRAWING NO.: 303/167840

NPS PMIS NO.: 2370740

NOTE:

12" min.

DETAIL APPROVED FOR USE 01/2011

NPS PMIS NO.: XXXXX DRAWING NO.: XXX-XXXXX

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

C le a r in g

L im it

S lo p e

S ta k e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

uphill side of fiber roll

Place excavated material on

STATE PROJECT

NUMBER

SHEET

P

M N A

Z c a g r R o a d w a y C

A D

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

U s e r S e b a s ti a n .g u z m a n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

AT CULVERT OUTLET

FIBER ROLL

flared end section

Culvert inlet with

AT CULVERT INLET

FIBER ROLL

flared end section

Culvert outlet with Flow

D ire c tio n o f ru n o ff

Flow

FIBER ROLL LAPPING DETAIL

Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE LAYOUT

spacing table See Fiber Roll

Install fiber rolls along contours Wood stakes

Fiber Roll

Slope

Fiber Roll

Pay Limits

Pay Limits overlap 12" (min.)

Fill slope

C157-55 side of fiber roll material on uphill

Place excavated

Flow Flow

54" or larger

Culvert Size

24" or smaller

30" to 48"

9" Ø Fiber Roll length (ft)

FIBER ROLLS AT CULVERTS*

needed due to project-specific conditions.

top of the culvert inlet only. Adjust length as

*Approximate length shown for rolls across the

See note 6 control runoff culvert as needed to

Install fiber rolls below

6.

5.

4.

3.

2.

1.

disturbance.

and all water entering the culvert is crossing the disturbance is on both the road and around the culvert

Place fiber rolls all the way around the inlet when the under it.

water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact

For fiber rolls on bare soil, construct trenches parallel

Expose stakes 2" above top of fiber roll.

Drive stakes into undisturbed soil at least 12" deep.

from each end.

2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and

Stake fiber rolls in place with 1" x 1" or 1" Ø wood vary more than 5% from level.

section of fiber roll, do not allow the fiber roll to

Install fiber rolls along slope contours. For any 20' to installation.

Repair all rills or gullies and properly compact prior

A A

Trench 2" min.

See no te 3

See no te 3

2" min.

Trench table for length requirements

See Fiber Rolls at Culverts culvert inlet

Install fiber rolls around table for length requirements

See Fiber Rolls at Culverts culvert outlet

Install fiber rolls around

Flow

Fiber roll roll 2" min.

Trench fiber

SECTION A-A

REVISED: 12/2017

AZ E3

DRAWING NO.: 303/167840

NPS PMIS NO.: 2370740

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

Flow

NO SCALE

1V:4H or flatter

Slope Gradient

1V:2H or steeper

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

Between 1V:4H and 1V:3H

Between 1V:3H and 1V:2H

C401-01

U.S. CUSTOMARY DETAIL

DETAIL

TRANSITIONS

PAVEMENT

K VALUE TABLE (ft/in)

DETAIL APPROVED FOR USE

(Full Depth of existing asphalt pavement)

Saw cut

APPROVED : FEBRUARY 2013

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length = Effective overlay thickness = 2 inches If the posted speed is 55 MPH Example :

(Minimum transition length=30 feet) obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever applies), to

K value from the Table for the posted speed of the roadway.

(difference between the existing and overlaid elevations) by the obtained by multiplying the effective overlay thickness in inches Provide a transition length in feet that is not less than the value

NOTE :

K1

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill) d

Existing asphalt pavement

Existing base course d1

NEW PAVEMENT

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(Final course)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length variable (See table)

K Transition length variable (See table)

(Depth equals overlay thickness)

Saw cut

Existing elevation e2

Overlaid elevation e1

(for table e - e = effective overlay thickness)

(for table d -d = effective overlay thickness)

OVERLAY

STATE PROJECT

A

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts K s t4 d e ta il .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

A

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts T S

S T

C A

G R

T .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

DRAWING NO.: 303/167840

NPS PMIS NO.: 230740

200'100'0

Scale in Feet

200'100'0

Scale in Feet

T1

Schedule A

Station 10+00.00

Entrance Road

Begin Project FTNP CAGR 10(2)

NOTE:

STA. 10+00 - 39+00

ENTRANCE ROAD

MARKINGS

SIGNING AND PAVEMENT

Double 4" yellow centerline

4" white edge line

4" white edge line

Double 4" yellow centerline

Install

Install

OM3-L

OM3-R

12" white stop bar

Install W3-1

Sign and

Remove Existing

Install R2-1

Sign and

Remove Existing

SPEED

LIMIT

Install R2-1

Sign and

Remove Existing

SPEED

LIMIT

3.

2.

1.

Paint back of signs and hardware brown.

otherwise shown.

Match existing striping pattern unless

See Special 634-A for Striping Details.

H

W

3W

H

W 4

W 4 W 4

W

W 6

W

W

N

A Z \c a g r (2

R o a d w a y \C

A D

D S h e e ts \T -6

\s t6

1_ d e ta il .d g n m in

6' (min.)

m in

STOP

W

W of curb

Front face

SPEED

LIMIT

NO SCALE

** See Note 3

* See Note 2 pavement

Edge of

C633-01

6' (min.)

m in shoulder

Edge of

6' (min.)

m in

M PH

pavement

Edge of

POST TYPE

SINGLE

POST

DOUBLE

POST

TRIPLE

POST

QUADRUPLE

POST

POST SIZE TABLE

MAXIMUM SIGN AREA (SQFT)

4" x 4"

POST

SIZE

4" x 6"

6" x 6"

3 lb/ft

2" 12 ga.

2" 12 ga.

2" x 2"

10 ga.

Class B

10*

10*

10*

10*

24**

SIGN STRUCTURES

m a x

H o r m a x

H o r m a x

H o r

SINGLE POST DOUBLE POST TRIPLE POST QUADRUPLE POST

(min.)

2'

W

ROADSIDE SIGN IN RURAL DISTRICT

WITHOUT SHOULDER WITH SHOULDER

WITH ADVISORY SPEED PLAQUE

OR RESIDENTIAL DISTRICT

ROADSIDE SIGN IN BUSINESS

Wood

U-Channel Steel

Square Tubular

Steel

Corrosion

Resistant Steel

REVISED: JANUARY 2019

APPROVED: MAY 2011

m a x

W

W

W

(typ.)

2" (max.)

(typ.)

2" (max.)

(typ.)

2" (max.)

NOTES:

Locate and set sign height according to the "Manual on

Uniform Traffic Control Devices for Streets and Highways"

(MUTCD), latest edition.

For U-channel, square tubular, and corrosion resistant steel posts for which the sign panel area is 10 square feet or less but W is over 4 feet, use double posts.

For square tabular steel double posts for which the sign panel areas is equal to 24 square feet, use slip base according to manufacturer's recommendations.

Refer to Detail C633-02 for breakaway support details for corrosion resistant steel posts.

Refer to Detail C633-03 for breakaway support details for wood, U-channel steel and square tubular steel posts.

Refer to Detail C633-04 for bracing details for wood, U-channel steel and square tubular steel posts.

Refer to Section 2A.21 of the MUTCD, latest edition, for additional information.

7.

6.

5.

4.

3.

2.

1.

T4

STATE PROJECT

P

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts T s t6 d e ta il .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

REVISED:

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

Sign panel

4''

N

A Z \c a g r (2

R o a d w a y \C

A D

D S h e e ts \T -6

\s t6 d e ta il .d g n

Existing ground

Existing ground m in m in m a x

S e e N o te

C633-03

NOTES:NOTES:

NO SCALE

Traffic flow

Tr af fic fl ow

Tr af fic fl ow

U-CHANNEL STEEL POST SQUARE TUBULAR STEEL POST WOOD POST

POST SIZE HOLE DIAMETER

4'' x 4''

4'' x 6''

6'' x 6''

Not Required

1.5''

2''

3'

4'

4'

BREAKAWAY SIGN SUPPORT

t o s p li c e o v e r la p

Existing ground

(D)

(MIN.)

m in

WOOD POST DATA TABLE

See Table

Holes (See Table)

WOOD AND STEEL POSTS

BREAKAWAY SIGN SUPPORT

m a x th is fa ce o f p os t)

(M ou nt si gn p an el on th is fa ce o f p os t)

(M ou nt si gn p an el on

See Notes 5 and 6

Galvanized steel corner bolt

See Notes 5 and 6

Anchor (12 ga. min.)

U-channel sign post

Square tubular sign post

Wood sign post

Stub Four 516" dia. galvanized bolts, nuts and washers

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

latest edition, for additional information.

Refer to Section 2A.21 of the MUTCD, details.

Refer to Detail C633-04 for sign bracing details.

Refer to Detail C633-01 for sign mounting latest edition of the MUTCD.

Signs and Markings" as specified in the standards in the "Standard Highway

For sign punching details, see the blank position.

Maintain the post assembly in a plumb specified.

recommendations to accept the post size the anchor according to manufacturer's to manufacturer's recommendations. Size the anchor with a corner bolt according

Attach the square tubular steel post to per post.

line. Do not place more than one splice line and 18 inches above the ground steel posts entirely between the ground

Position splice overlap on U-channel non-breakaway signs.

barrier. Do not place holes in posts of the clear zone or shield with approved

Place non-breakaway signs outside apart.

cannot be spaced a minimum of 7 feet if multiple posts are required and posts posts are considered to be non-breakaway

Signs requiring 6-inch by 6-inch wood signs placed behind protective barriers.

Breakaway sign support is not required for m a x

JANUARY 2019

T5

STATE PROJECT

P

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts T s t6 d e ta il .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

WITH BATTEN WITHOUT BATTEN

1 (typ.)

1'' x 3'' Wood batten

Sign panel

N

A Z \c a g r (2

R o a d w a y \C

A D

D S h e e ts \T -6

\s t6 d e ta il .d g n

Sign panel

C633-04

NOTES:NOTES:

NO SCALE

Sign panel

8" Galvanized steel sign bracing

WOOD POST

Sign panel

Sign post

Sign bracing

" to 2"2 t o

SIGN BRACING

6.

5.

4.

3.

2.

1.

SQUARE TUBULAR STEEL POST

U-CHANNEL STEEL POST

TOLERANCES

BRACING INSTALLATION

Square tubular sign post

Wood sign post (typ.)

U-channel sign post

" x 0.012" (±) Shim plate2 1" x 32

Sign bracing (Stringer) hex nut, and washer

" dia. galvanized round head bolt, 16

4" dia. x 1" long galvanized hex head bolt, nut, and washers (typ.)

8 2" dia. x 31 " long galvanized hex head bolt, nut, and washers (typ.)

nut and washer

" dia. galvanized bolt, 16 with nylon insert lock nut

" dia. galvanized steel bolt 16

Field drill 516" dia. hole in sign panel (typ.)

latest edition, for additional information.

Refer to Section 2A.21 of the MUTCD, details.

Refer to Detail C633-01 for sign mounting and the steel washer.

the sign panel's retroreflective sheeting

Use neoprene or nylon washers between spacings not to exceed 30 inches.

Use wood battens bolted to post at vertical latest edition of the MUTCD.

Signs and Markings' as specified in the standards in the 'Standard Highway

For sign punching details, see the blank when specified or as directed by the CO.

braces on signs with widths of 36 inches of 48 inches or greater. Install sign

Install sign braces on signs with widths

JANUARY 2019

T6

STATE PROJECT

A

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts T s t6 d e ta il .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

633-A

SPEED BUMPS

section for structural

Typical Sectons

See Mainline

NOT TO SCALE

Edge of Pavement

A

A

Edge of Pavement

NOTE:

See Note 1.

Key in speed bump

See Note 1.

Key in speed bump in between lifts

Tack Coat

20"

20"

A v g

W id th

B B

Speed Bump bump Keyin speed

" 2

Tack Coat

Pavement, Type 1

" Asphalt Concrete

6"22'6"

T7

Traffic Direction bump surface entire speed Yellow Pavement Marking

Paint for speed bump is included in Item 63328-0000.

" minimum pavement thickness.2

Speed bump to be keyed into pavement to allow for1.

2.

2.

STATE PROJECT

A

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts T s p

A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

DRAWING NO.: 303/167840

NPS PMIS NO.: 230740

PLAN

SECTION A-A

SECTION B-B

40'

30'10'

10'

40'

30'

C634-50

4 4

08/2006

A

M N A

Z c a g r R o a d w a y C

A D

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

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.

T8

NO SCALE

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 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

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.

STATE PROJECT

A

M N A

Z c a g r R o a d w a y C

A D

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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

634-A

M in im u m

6" R

ACCESSIBILITY PARKING SPACE MARKINGACCESSIBILITY PARKING SPACE MARKING

24" Minimum

3" R

9" R

3" R

3" R specified in the Striping Plans

Blue background when border in the Striping Plans

White border when specified

3" Minimum

.5

.5

14"12"14"

LANE-USE ARROW

THROUGH

12"

CROSSWALK DETAIL

Solid whiteTyp.

T y p

T9

SYMBOLS

AND PAVEMENT MARKINGS

PAVEMENT STRIPING DETAILS

4.

12"

STOP BAR Extend stop bar across the width of the lane.4.

Striping Plans.

accessibility symbol unless a border is indicated in the

The Accessibility Parking Space marking only includes the 3.

"Standard Highway Signs", current edition.

Ensure all letters, numerals and symbols conform with the 2.

current edition.

"Manual on Uniform Traffic Control Devices" (MUTCD), Place pavement word and symbol markings according to the 1.

5'-0" diagonals

4" white line

Space Marking

See Accessibility Parking stall aisle

Accessible parking from centers

18" m in.

ADA PARKING SPACE & ACCESS STALL

4" white line border

4" white line

11'

5'

STATE PROJECT

A

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts T s p a .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

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

C

B

A 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

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

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

STATE PROJECT

AZ

U S

C

N A

Z c a g r R o a d w a y C

A D

D S h e e ts T S td

.d g n

M

J u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

DRAWING NO.: 303/167840

NPS PMIS NO.: 2370740

T10

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.

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.

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

DRAWING NO.: 303/167840

NPS PMIS NO.: 2370740

STATE PROJECT

NUMBER

SHEET

T11

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

AZ

U S

C

N A

Z c a g r R o a d w a y C

A D

D S h e e ts T S td

.d g n

J u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

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

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.

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

DRAWING NO.: 303/167840

NPS PMIS NO.: 2370740

STATE PROJECT

NUMBER

SHEET

T12

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

AZ

U S

C

N A

Z c a g r R o a d w a y C

A D

D S h e e ts T S td

.d g n

J u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

All lumber dimensions are nominal.

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA

URBAN AREA BREAKAWAY SUPPORT DETAIL

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

1.5''

3''

2''

None Required

D

4'

4'

5'

5'

10 20

1 Post 2 Post 3 Post 4 Post

165125

FIXED SIGNS 4'' X 6'' AND GREATER POSTS)(

Sign panel

Traffic

Wood post (fixed)

Holes (See table)

M in

M in

Note:

M in

M in

M

Sidewalk

M

6' to 12'

M utility poles may be used for sign mounting.

When approved by the CO and the Utility Company, a minimum of 7 feet apart.

required and the posts cannot be spaced non-breakaway if multiple posts are greater, signs are considered to be

For signs requiring 6'' x 6'' posts and surface.

mount the sign a minimum of 7 feet above the pavement

When parking is permitted within 200 feet of the sign, than 10 square feet on double posts.

Mount signs that are wider than 3 feet or larger

(See Notes 3 and 4)

6.

5.

4.

3.

2.

NOTES:

non-breakaway signs.

or shield with a barrier. Do not place holes in posts of to post spacing, place the sign outside the clearzone

Support Detail. If breakaway design cannot be used due

For posts 4-inch x 6-inch and greater, see the Breakaway

POST SIZE

DIAMETER

HOLE (Sq. Ft.)

MAXIMUM SIGN AREA

POST SIZE TABLE

of NCHRP Report 350 for crashworthiness.

all portable sign supports meet the requirements lower than fixed signs when approved by the CO. Ensure face in a vertical plane. Portable signs may be mounted portable signs. Ensure sign mounts hold the sign

The Contractor may submit alternate details for

(Min.)

6'-0''

(Min.)

2'-0''

(Min.)

2'-0''

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

SIGN INSTALLATION ANGLE

Local tangent

93°

90°

200'

635-A

T13

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

M PH.. .

ROAD

CLOSED

DETOUR 35

M PH.. .

CLOSED

AHEAD

LANE

RIGHT

STATE PROJECT

A

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts T S

P A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

DI

A

M N A

Z c a g r R o a d w a y C

A D

D S h e e ts T S

P A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r S e b a s ti a n .g u z m a n

NUMBER

SHEET

AZ

ENTRANCE ROAD

AZ FTNP CAGR 10(2)

DRAWING NO.: 303/167840

NPS PMIS NO.: 230740

DI

100'50'0

Scale in Feet

635-B

100'50'0

Scale in Feet

PHASE I

PHASE II

Maintain Visitor Access

Work Zone

LEGEND

Maintain Visitor Access

Barricade Type 3 (typ.)

Barricade Type 3 (typ.)

T14

PHASE I & II SCHEDULE A

CONTROL

TEMPORARY TRAFFIC

to administrative road and employee access Maintain NPS vehicle center and administrative road and pedestian access to visitor Maintain NPS vehicle, employee,