AZ FLAP SR261(1) Plans_Final.pdf

Daniel Hollis for: (by Letter) 7/25/2022

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2022.11.01 10:04:04 -06'00'

SPRING

DI

jointjt.J westWWinteriorint.

vertical point of intersectionVPIincrementincr.

vehicles per hourvphinclusive, includingincl.

verticalvert.inside diameterIDI design speedVVhighwayhwy.

typicaltyp.high waterHW Material Source point of tangent to spiralTShorizontalhoriz.

transversetransv.hexagonhex.

Boring Location (Existing, Proposed) temporary construction easementTCEhomestead entry surveyHES temporary bench markTBMheadwallhdwl.H GEOLOGIC SYMBOLS tangenttan.girdergdr.

townshipT.galvanizedgalv.

tangent lengthTTgage (gauge)ga.G Cattleguard (Existing, Proposed) symmetricalsym.footingftg.

structuralstruc.finishfin.

Fence w/ Gate (Existing, Proposed) straightstr.flared end sectionFES stiffenerstiff.federalFed.

Fence (Existing, Proposed) standardstd.fill facef.f.F stationsta.exteriorext. FENCE & CATTLEGUARD SYMBOLS point of spiral to tangentSTexpansion jointexp. jt.

streetst.excavationexc.

specificationspec.edge of waterEW Fiber Roll (Slope Protection) spacing, Spaces or Spacedspa.and wifeet ux shouldershldr.and otherset al Temporary Inlet Protection sectionsec.edge of roadER point of spiral to curveSCequationEQ or eq.

Silt Fence seasonal average daily trafficSADTedge of pavementEOP southSSEngineer(s)engr(s).

Fiber Roll (Ditch and/or Cut Slope) routerte.embankmentemb.

rightRt. or RTelevationelev.

Riprap reference hubRHelevation with numberEl. 94.066 retaining wallret. wallsuperelevation ratee Rolled Erosion Control Product

ReservationRes.eastEE reservoirres.drawing(s)dwg(s).

Diversion Berm requiredreqd.donation land claimDLC reinforcementreinf.districtDist.

Check Dam reconstructionreconst.distancedist.

roadwayrdwy.diaphragmdiaph.

Bonded Fiber Matrix Mulching roadrd.diagonaldiag.

right-of-wayR/Wdiameterdia. or D EROSION & SEDIMENT CONTROL SYMBOLS rangeR.drop inletDI radiusRRdesign hour volumeDHV quantitiesquant., QtyQdecrementdecr.D Riprap Apron (Proposed) pavementpvmt.culvertculv.

point of tangentPTcontingent sumCTSM Underdrain (Existing, Proposed) pounds per square inchpsicentersctrs.

projectproj.point of curve to spiralCS With Drop Inlet (Existing, Proposed) point on tangentPOTcreekcr.

point on spiralPOScorrugatedcorr.

With Headwalls (Existing, Proposed) point on curvePOCcontinuouscont.

platepl.construction jointconstr. jt.

With End Sections (Existing, Proposed) point of intersectionPIconstructionconstr.

perforateperf.concreteconc.

Pipe Culvert (Existing, Proposed) point of compound curvePCCcolumncol.

point of curvePCPcountyCo.

Box Culvert (Existing, Proposed) outside diameterODcorrugated metal pipeCMP other faceo.f.clearclr.

Bridge (Existing, Proposed) on centerso.c.Ocenter to centerc-c numberno. or #concrete box culvertCBCC negativeneg.bearingbrg.

normal crownNCbridgebr.

Spring northNNbalance pointBP mountain(s)mtn(s).bench markBM River monumentmon.backBK minimummin.beginning, beginbeg.

Wetland maximummax.both facesb.f.B materialmatl.asphaltasph.

Large Creek maintenancemaint.approachappr.

magneticmag.Malternatealt.

Lake, Pond or Reservoir low waterLWaheadAH leftLt. or LTaggregateaggr.

Drainage or Small Creek lump sumLPSMaverage daily trafficADT longitudinallong.abutmentabut.A Flow Arrow latitudelat.diameter� laminationlam.curve delta� Ditch (Existing, Proposed) length of curveLLcenterline

DRAINAGE SYMBOLSABBREVIATIONS PROJECT SPECIFIC ABBREVIATIONS

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN 1

:2

A

M

O c to b e r

S h e e t S h e e t] V ie w s

C

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\A -G e n s h t\ A

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STATE PROJECT

NUMBER

SHEET

AZ

AZ FLAP SR 261(1)

A02

EAGAR TO CRESCENT LAKE

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs UTILITY SYMBOLS

1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State SIGN SYMBOLS

National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

RIGHT-OF-WAY SYMBOLS

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick

ROADWAY SYMBOLS

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

N

CP

36 31

36 31

0.00EL.

Ephemeral Stream

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN 1

:4

P

N o v e m b e r

S h e e t S h e e t] V ie w

A

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\A -G e n s h t\ A

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STATE PROJECT

NUMBER

SHEET

AZ

A03

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS

CONTROL SHEET

7/7/20

STATE PROJECT

T

IM

E

D

G N

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

D A

T E

U

S E

R

NUMBER

SHEET

AZ

CRESCENT TO EAGER

FLAP 261(1)

:3

O c to b e r

C o n tr o l

S h e e t

N

A Z

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C o n tr o l_

S h e e t.

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AZ

EAGAR TO CRESCENT LAKE

AZ FLAP SR 261(1)

A04

STATE PROJECT

NUMBER

SHEET

SITE MAP

STA 612+75

End Project

Eagar to Crescent Lake

AZ FLAP SR261(1)

STA 10+00

Begin Project

Eagar to Crescent Lake

AZ FLAP SR261(1)

Sta. 577+50 RT

Overlook

Sta. 388+86 LT

Former Aggregate Pit

Staging Area #1

Sta. 612+75, Project End

2.1 miles north of

Staging Area #2

0 1 2

Scale in Miles

S R

S R

SR 273

Alpine

20.7 miles to to Phoenix

219 miles

Eagar

7.6 miles to

FS 409

F S

S R

FS 409

FS 8114

FS 261Q

Staging Area #1 (Approx. 318,800 sqft)

FS 70F

FS 90

FS 8070A

SR 261

Staging Area #2 (Approx. 142,000 sqft)

FS 8070A

:2

A u g u s t

S it e M a p

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OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

A05

MAINLINE

TYPICAL SECTIONS

NO SCALE

NOTE:

Average Existing Width

10+00 to 570+80

EXISTING TYPICAL SECTION

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

Existing superelevated and widened sections are not shown.

2.

1.

10+00 to 612+75

TYPICAL SECTION

REHABILITATION

6.

.5

4.

3.

See pavements report for more information.

Cobbles and shallow bedrock may exist beneath the existing pavement.

steeper than 1:2, to stay on the existing bench.

Steepen the foreslopes as necessary outside of the clear zone, but not

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

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 8".

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

Over 6" aggregate subbase.

4" Existing crushed aggregate base

3.5" Existing asphalt pavement depth.

6" existing crushed aggregate base depth.

6" existing asphalt pavement depth.

Average Existing Width

570+80 to 612+75

EXISTING TYPICAL SECTION

coat

Prime

Existing Slope

Variable

Existing Slope

Variable

Traveled WayTraveled Way

11' 11' seal

Fog

Match existing Match existing

(typ. both sides)

See Detail A

Placed in 2 lifts pavement concrete 3" Asphalt asphalt pavement and base)

(pulverize and compact existing

8" Full depth reclamation

10' limits

& clearing

Seeding

10' limits

Seeding & clearing

5'

Clear Zone 5'

Clear Zone

3' Shldr

3' Shldr

Shoulder

Pulverized width

Traveled way

DETAIL A

3' for drainage and appearance.compact as necessary placement of asphalt concrete pavement. Shape and

Shoulder up with Roadway Aggregate, Method 2 after

(safety edge) pavement edge

Construct 30°

1:4 5.

structural section details

See mainline typical section for

(between lifts) Tack coat

11'

1:3 1:3 min. min.

6.0' max.

DITCH RECONDITIONING DETAIL

TYPICAL SECTION

MGS GUARDRAIL

support

Lateral

Variable fill slope grade

Finished tr a v e le d w a y

E d g e o f

Hinge point

12" block method 2

8" Roadway aggregate, pavement

3" Asphalt concrete

28' - 30'

28' - 30'

Construction Limits

5.2"

2.0' 2.0'

Varies

2'4.5'

:4

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STATE PROJECT

NUMBER

SHEET

AZ

A06

APPROACH ROADS

TYPICAL SECTIONS

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft) W

WIDTH

MIN.

(ft) R

RADIUS

MIN.

N/A

U

S E

R $ 2

A

Variable

(1:6 d esirab le)1:4 o r flatt er

TYPICAL SYMBOL

grade (optional) Typical maximum design

SECTION A-A

NOTE:

NO SCALE

(1:6 desirable)

1:4 or flatter road connection on plan and profile sheet Example of symbol showing standard approach

1.

2.

5.

2. 4. 4.

A

A

M a in li n

Shoulder edge

Paved length base edge Aggregate

Road Approach

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

Flatten slope

7.

3.

3.

7.

2.

Typical culvert location

R

R1 pavement edge Asphalt concrete mainline recovery area.

radius to provide a flatter foreslope and increased Place culverts at the end of the approach road roads with widths greater than 15 feet.

Apply the normal mainline crown section to approach with mainline roadway construction.

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

Stations shown are approximate locations. Actual

7.

6.

5.

4.

3.

2.

1.

maximum.

0% to -2% grade. Under special conditions, use 6% grades within ±2%. In snowy regions restrict this to a Construct approach roads with landing areas having approach road centerline.

is on the left side of the existing radii or widths. R Vary radii to fit unusual field conditions. Do not reduce

Roadway Aggregate, Method 2.

3" asphalt concrete pavement over a 6" depth of

Variable

W

Variable

3' minimum

Type

Class

Mainline stationing Subgrade edge

End Section A-A

90°

W

:3 a rc h

A p p ro a c h T y p ic ls

A Z

\a z

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D

S h e e ts \A

-G e n s h t\ A

A p p ro a c h

R o a d

T y p

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STATE PROJECT

NUMBER

SHEET

AZ

A07

Sheet and Description

B5 B5 B6-B7 B8 B9-B11 B12-B15 B16

Surfacing

Summary

Survey and

Staking

Summary

Drainage

Summary Miscellaneous

Striping

Summary

Signing

Summary

Temporary

Traffic

Control

Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 11.420 11.420

A0060 15215-1000 SURVEY AND STAKING, APPROACH

ROAD EACH 16 16

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 19 4 23

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0160 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0180 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0220 20101-0000 CLEARING AND GRUBBING ACRE 14.0 1.0 15.0

A0240 20301-0600 REMOVAL OF CATTLE GUARD EACH 3 3

A0260 20301-0700 REMOVAL OF DELINEATOR EACH 109 11 120

A0280 20301-1900 REMOVAL OF PIPE CULVERT EACH 19 11 30

A0300 20301-2400 REMOVAL OF SIGN EACH 96 4 100

A0320 20302-1200 REMOVAL OF GUARDRAIL LNFT 4,257 43 4,300

A0340 20402-0000 SUBEXCAVATION CUYD 1,000 As directed by CO

A0360 25101-0200 PLACED RIPRAP, METHOD A,

CLASS 2 CUYD 27 3 30

A0380 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 90 10 100

A0400 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 CUYD 215 35 250

A0420 25101-2200 PLACED RIPRAP, METHOD B,

CLASS 2 CUYD 55 15 70

A0440 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 33 7 40

A0460 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 525 55 580

A0480 25201-0000 SPECIAL ROCK EMBANKMENT CUYD 52 3 55

A0500 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,979 121 2,100

A0520 30302-1000 DITCH RECONDITIONING LNFT 816 44 860

A0540 30302-2000 SHOULDER RECONDITIONING LNFT 1,750 250 2,000

A0560 30401-5500 FULL DEPTH RECLAMATION,

METHOD 2, 8-INCH DEPTH MILE 11.420 11.420

MileStone: 100%

Date Completed: 08/30/22

Report Date: 08/30/22

A

M

E

N

D

Line

Item

No.

Pay Item

Number

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

:3 A

M

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated

Quantities

N

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\B -S u m m \S p re a d s h e e ts

S u m m a ry o f Q u a n ti ti e s .x ls m

]S h e e t

STATE PROJECT

B01

AZ FLAP SR 261(1)

EAGAR TO CRESCENT LAKE

AZ

Surfacing

Summary

Survey and

Staking

Summary

Drainage

Summary Miscellaneous

Striping

Summary

Signing

Summary

Temporary

Traffic

Control

Allowance Bid

Schedule

A0600 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 32,190 1,010 33,200

A0620 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 320 10 330

A0660 40601-0000 FOG SEAL TON 83 7 90

A0680 41102-1000 PRIME COAT, METHOD 1 SQYD 196,959 9,841 206,800

A0700 41105-0000 BLOTTER TON 300 Used 14.75 lb/yd2

A0720 41201-0000 TACK COAT TON 84 6 90

A0740 60201-0800 24-INCH PIPE CULVERT LNFT 267 133 400

A0760 60201-0900 30-INCH PIPE CULVERT LNFT 178 12 190

A0780 60201-1000 36-INCH PIPE CULVERT LNFT 112 8 120

A0800 60201-1100 42-INCH PIPE CULVERT LNFT 330 20 350

A0820 60201-1200 48-INCH PIPE CULVERT LNFT 90 10 100

A0840 60202-0500 30-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 60 5 65

A0860 60202-0700 42-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 229 11 240

A0880 60202-0800 48-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 52 8 60

A0900 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 18 2 20

A0920 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT EACH 8 2 10

A0940 60210-1000 END SECTION FOR 36-INCH PIPE

CULVERT EACH 7 1 8

A0960 60210-1100 END SECTION FOR 42-INCH PIPE

CULVERT EACH 6 2 8

A0980 60210-1200 END SECTION FOR 48-INCH PIPE

CULVERT EACH 2 2

A1000 60211-0900 END SECTION FOR 30-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

A1020 60211-1100 END SECTION FOR 42-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 8 8

-A u g -2

:3 A

M

MileStone: 100%

Date Completed: 08/30/22

Report Date: 08/30/22

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(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

B02

AZ FLAP SR 261(1)

EAGAR TO CRESCENT LAKE

AZ

Surfacing

Summary

Survey and

Staking

Summary

Drainage

Summary Miscellaneous

Striping

Summary

Signing

Summary

Temporary

Traffic

Control

Allowance Bid

Schedule

A1040 60211-1200 END SECTION FOR 48-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 2 2

A1060 60704-0000 CLEANING CULVERT IN PLACE EACH 49 1 50

A1080 60707-1100 LINING 60-INCH PIPE CULVERT LNFT 172 18 190

A1100 60707-1200 LINING 66-INCH PIPE CULVERT LNFT 392 28 420

A1120 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 3,462.5 112.5 3,575.0

A1140 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 18 2 20

A1160 61702-1600 TERMINAL SECTION, TYPE MGS

FLARED EACH 6 1 7

A1180 61901-0800 FENCE, BARBED WIRE, 3 STRAND LNFT 75 90

A1200 61902-0900 GATE, METAL (8 FOOT) EACH 3 3

A1220 61903-1100 CATTLE GUARD, 32 FEET EACH 3 3

A1240 61920-2000 REMOVE AND RESET GATE EACH 1 1

A1260 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 40

A1280 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 40

A1300 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 40

A1320 62201-1450 BULLDOZER, 350HP MINIMUM

FLYWHEEL POWER HOUR 10

A1340 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 200

A1360 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 40

A1380 62301-0000 GENERAL LABOR HOUR 40

A1400 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 40

A1420 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 80

A1440 62510-1000 SEEDING, DRY METHOD ACRE 14.0 1.0 15.0

A1460 62515-1000 MULCHING, DRY METHOD ACRE 14.0 1.0 15.0

A1480 63301-0000 SIGN SYSTEM EACH 117 3 120

A1500 63308-3000 OBJECT MARKER, TYPE 3 EACH 24 1 25

A1520 63309-0100 DELINEATOR, TYPE 1 EACH 700 50 750

A1540 63309-0200 DELINEATOR, TYPE 2 EACH 179 11 190

-A u g -2

:3 A

M

MileStone: 100%

Date Completed: 08/30/22

Report Date: 08/30/22

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(3

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

B03

AZ FLAP SR 261(1)

EAGAR TO CRESCENT LAKE

AZ

Surfacing

Summary

Survey and

Staking

Summary

Drainage

Summary Miscellaneous

Striping

Summary

Signing

Summary

Temporary

Traffic

Control

Allowance Bid

Schedule

A1560 63316-1000 REMOVE AND RESET SIGN EACH 19 1 20

A1580 63402-0300 PAVEMENT MARKINGS, TYPE B,

SOLID MILE 72.8 1.2 74.0

A1600 63402-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN MILE 14.1 0.9 15.0

A1620 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A1640 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 150 150

A1660 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 150 150

A1680 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 150 150

A1700 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 535 535

A1720 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 46.0 46.0

A1740 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,600 1,600

A1760 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 480 480

-A u g -2

:3 A

M

MileStone: 100%

Date Completed: 08/30/22

Report Date: 08/30/22

N

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]S h e e t

(4

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

B04

AZ FLAP SR 261(1)

EAGAR TO CRESCENT LAKE

AZ

Summaries

Surfacing and Survey

:3

J u ly

B

A Z

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\R o a d w a y

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S h e e ts

\B S u m m \B

S h e e ts

.d g n

STATE PROJECT

NUMBER

SHEET

AZ

B05

(Sheet 1)

Drainage Summary

EAGAR TO CRESCENT LAKE

AZ FLAP SR 261(1)

AZ

:4

J u ly

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

B06

STATE PROJECT

:4

J u ly

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

(Sheet 2)

Drainage Summary

STATE PROJECT

NUMBER

SHEET

AZ

B07

Miscellaneous Summaries2 :4

J u ly

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

STATE PROJECT

NUMBER

SHEET

AZ

B08

:1

J u ly

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

(Sheet 1)

Striping Summary

STATE PROJECT

NUMBER

SHEET

AZ

B09

(Sheet 2)

Striping Summary

:1

J u ly

B

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

STATE PROJECT

NUMBER

SHEET

AZ

B10

(Sheet 3)

Striping Summary

:1

J u ly

B

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

STATE PROJECT

NUMBER

SHEET

AZ

B11

:4

J u ly

B

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

(Sheet 1)

Signing Summary

STATE PROJECT

NUMBER

SHEET

AZ

B12

:4

J u ly

B

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

(Sheet 2)

Signing Summary

STATE PROJECT

NUMBER

SHEET

AZ

B13

(Sheet 3)

Signing Summary

EAGAR TO CRESCENT LAKE

AZ FLAP SR 261(1)

:5

J u ly

B

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

STATE PROJECT

NUMBER

SHEET

AZ

B14

(Sheet 4)

Signing Summary

EAGAR TO CRESCENT LAKE

AZ FLAP SR 261(1)

:2

J u ly

B

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

STATE PROJECT

NUMBER

SHEET

AZ

B15

Control Summary

Temporary Traffic

EAGAR TO CRESCENT LAKE

AZ FLAP SR 261(1)

:2

J u ly

B

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\B S u m m \B

S h e e ts

.d g n

STATE PROJECT

NUMBER

SHEET

AZ

B16

0 2

N56°55'43"E

N25°49' 33"E e = Match existing

'356.99L =

'180.49T =

'980.00R =

(LT)20°52'17"Δ =

14+06.04PI

.5

T S

.1

.0

P O

'150.00Ls = 04°23'06"Δs =

'200.00Ls = 05°50'47"Δs =

'100.00Ls = 03°22'13"Δs =

9086.3

24 IN CMP

9086.7

24 IN

C

M P

9087.4

9088.3

24 IN

C

M P

9089.0

RTE NOT PLOWED

BL LT SL RT

.5

IN

C H C

M P

.2

E L K C

R O

S S

IN

G

W H

IT

E M

O U

N T A

IN

S

C E

N

IC

R

D

C H

E V

R O

N

S T

O P

A D

O P T A H

IG

H W

A Y

M

P H C

U R

V E

E N

D A

Z

A

Z

B

IG

L

A K

E R

E C A

R E

A

B W

C H

E V

R O

NN

O

R T

H A

Z

B W

S T

O P A

H E

A D

M E

X

IC

A N H

A Y L

A K

E

B

M

P H

A D

O T E

N D

0 2

N

'-14.00OFF

18+40.11STA

'-32.00OFF

19+97.24STA

'-14.00OFF

20+54.36STA

'-32.00OFF

18+86.69STA

N11°18'4 8"W e = Match existing '293.29L = '147.04T = '1,630.00R =

(RT)10°18'34"Δ =

32+42.92PI

e = Match existing '425.97L = '217.56T = '850.00R =

(LT)28°42'49"Δ =

25+21.75PI

.8

'150.00Ls = 05°03'20"Δs =

.3

.2

IN

C H C

M P

JU

N

C T

.2

IN

P V

C

IN

C M

P .7

.7

B

R

IG

H T T

U R

N

M

P H

.6

IN

C M

P .4

N

'14.00OFF

31+63.08STA

'34.46OFF

31+93.74STA

'14.00OFF

32+12.09STA

'34.46OFF

31+81.43STA

BEGIN PROJECT

Sta. 10+00

200'100'0

Scale in Feet

24+00 to 24+50 Ditch reconditioning, Lt.

Clean existing culvert 24+56

Radius = 18 FT

Construction limits

See Detail C251-50 Place Riprap Apron, Rt.

End Sections, Lt. and Rt.

Install 30" x 59' CMP Remove existing 24" CMP 17+94

See Detail C251-50 Place Riprap Apron, Rt.

End sections, Lt. & Rt.

Install 49" x 33" x 51' CMPA Remove 24" CMP 30+94

Remove and replace end section, Lt.

Clean existing 24" structure 37+12

Existing cattleguard to remain 23+05

Construction limits

E 928201.35 N 1060135.76

:1 u g u s t

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 10+00 TO 39+50

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C01

N01°00'15"W

N O P

A S

S I N

G Z

O N

E

.2

I

N C

M P

A D

O P

T A H

I G

H W

A Y

D I R O

N L Y

5 9 3

A D

O P

T A H

I G

H W

A Y

.1

N O P

A S

S I N

G

B

N O P

A S

S I N

G

I

N C

H C

M P

.8

N e = Match existing

'428.02L =

'216.43T =

'1,170.00R =

(RT)20°57'38"Δ =

59+83.02PI 5

.6

'200.00Ls = 04°53'49"Δs =

N O P

A S

S

IN

G

C O

W X

IN

G N

E X

T

M

IL

E S

.3

IN

C

M P

.2

24 IN CMP

9008.5

DIR ONLY

USFS 8916

B

9011.7

24 IN

C

M P

N O P

A S

S

IN

G Z

O N

E

9012.75

N

'-14.00OFF

59+54.16STA

'-14.00OFF

60+29.34STA

'-45.98OFF

60+00.41STA

'-45.85OFF

59+83.09STA

debris within 8' into pipe barrel 15' from inlet and remove Ditch reconditioning, Lt.

43+43

See Detail C251-50 Place riprap apron, Rt.

Clean existing culvert 61+03

200'100'0

Scale in Feet

Do Not Disturb Wetland

Clean existing culvert 40+44

Clean existing culvert 59+92

Construction limits

2Replace end section, Rt.

Clean existing culvert 56+06

Radius = 30'

Radius = 30'

:4 u g u s t

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 39+50 TO 69+50

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C02

I

N C

M P

.1

I

N C

H C

M P

.3

.9

.2

.5

IN

C H C

M P

.7

N O P

A S

S I N

G Z

O N

E

B

N O P

A S

S I N

G

N

N24°51'13"E

.3

I

N C

M P

.2

A D

O P

T H

W Y

B

N24°51'13"E

N

200'100'0

Scale in Feet

Do Not Disturb Wetland

Wetland

Do Not Disturb

Replace end section, Lt.

75+62

Ditch reconditioning, Lt.

81+41 - 82+20

No culvert work

86+38

Construction limits

Construction limits

(16L x 20W x 3D)

Riprap, Class 2

Place riprap apron, Rt.

End Section, Lt. and Rt.

Install 48" x 90' CMP

Remove existing 48" CMP

71+00

:1

J u ly

P L

A N

S H

E E

T t o

A Z

\a z

(1

R o a d w a y

\C A

D D

S h e e ts

\C -M

L

P

P \P

N P

A

Z

(1 d g n

PLAN SHEET 69+50 TO 100+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C03

0 1

W E T A

R E

A

.9

.9

.9

.0 8

.5

I

N C

M P

.6

.6

.6

IN

C

M P

.7

CONC

.1

N O P

A S

S I N

G Z

O N

E

B 7N

O P

A S

S I N

G Z

O N

E

STEELS

C

U R

V E

M

P H

STEEL

STEEL

P R

O C

O R D

E N U

S D

O T F

H W

A P

S T

.4

C H

E V

R O

N

C H

E V

R O

N

.6

I

N C

M P

.2

C H

E V

R O

N

24 IN

C

M P

8958.0

C H

E V

R O

N

0 1 e = Match existing

'302.23L =

'163.04T =

'325.00R =

(LT)53°16'54"Δ =

114+55.61PI

5+

.80

CS11

5+

CS

6+

ST

'150.00Ls = 13°13'20"Δs = N

.5

IN

C

M P

.0

C H

E V

R O

N

C H

E V

R O

N

C H

E V

R O

N

.0

.7

IN

C H C

M P

IN

C H P

V C P

IP

E

.4

M

P H

N46 °0

3'2 7"

W

N04°26'08"W e = Match existing '117.93L = '59.74T = '300.00R =

(RT)22°31'24"Δ =

118+51.53PI

e = Match existing '302.23L = '163.04T = '325.00R =

(LT)53°16'54"Δ =

114+55.61PI

.7

S 1

'25.00Ls = 02°23'14"Δs =

'175.00Ls = 16°42'41"Δs =

'50.00Ls = 04°24'27"Δs =

N

No culvert work 118+50

Install guardrail 103+32 to 107+47 Lt.

Install guardrail 105+06 to 108+08 Rt.

Install guardrail 111+02 to 117+22 Rt.

200'100'0

Scale in Feet

Wetland Do Not Disturb

Do Not Disturb Wetland debris within 8' into pipe barrel 15' from outlet and remove Ditch reconditioning, Lt.

100+89

Clean existing culvert 109+00

Construction limits limits Construction and extend 40' along toe of slope Match existing riprap configuration See Special 252-A.

Install special rock embankment 103+85 to 104+25 Lt.

and terminals Remove existing guardrail 104+42 to 107+67 Lt.

Remove existing guardrail 105+25 to 107+76 Rt.

Remove existing guardrail 111+28 to 117+06 Rt.

(approx. 60' wide by 30' long by 3' deep) Install riprap, Class 4 between banks, Rt.

See Detail C251-50 Place Riprap Apron, Rt.

115+40

See Special 607-A.

Line 4 x 66" x 98' CMP 106+64 to 106+98

:1

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 100+00 TO 130+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C04

N O P

A S S

IN

G

.8

IN

C

M P

.0

B W

B W

B e = Match existing

'818.44L =

'439.24T =

'910.00R =

(RT)51°31'52"Δ =

138+83.75PI

.9

'200.00Ls = 06°17'46"Δs =

'200.00Ls = 06°17'46"Δs =

N

N O P

A S

S

IN

G

.5

IN

C M

P .0

B9

N O P

A S

S

IN

G

N O P

A S

S

IN

G

N59°41'17"E

N33°18 '41"E e = Match existing '475.45L = '240.63T = '1,250.00R =

(LT)21°47'35"Δ =

151+14.05PI

.4

'100.00Ls = 02°17'31"Δs =

'100.00Ls = 02°17'31"Δs = N fence and gate replace cattleguard Remove and 133+25

Install guardrail 158+62 to 160+90 Rt.

Install guardrail 158+97 to 161+22 Lt.

200'100'0

Scale in Feet

See Detail C251-50 Riprap apron, Rt.

End sections, Lt & Rt.

Install 57" x 38" x 52' CMPA Remove 36" CMP 141+36

No culvert work 151+36 limits Construction limits Construction

Remove existing guardrail 158+84 to 160+87 Rt.

Remove existing guardrail 159+14 to 161+14 Lt.

:1

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 130+00 TO 159+50

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C05

I

N C

M P

.8

CONC

.1

.5

I

N C

M P

N O P

A S S

IN

G

.0

I

N C

M P

.1

B

.9

IN

P

V C

N O P

A S

S I N

G

D I R O

N L Y

.4

M

P H C

U R

V E

.3

I

N C

M P

.9

N54°43'10"E e = Match existing

'372.66L =

'187.69T =

'1,265.00R =

(RT)16°52'44"Δ =

162+40.30PI

e = Match existing '195.59L = '98.96T = '520.00R =

(LT)21°33'03"Δ =

174+37.59PI

.2

'100.00Ls = 02°15'53"Δs =

'100.00Ls = 02°15'53"Δs =

'200.00Ls = 11°01'06"Δs =

N

.8

IN

C M

P .6

B

.3

IN

C M

P .7

IN

C M

P .8

.4

M

P H C

U R

V E

N O P

A S

S

IN

G Z

O N

E

IN

C M

P .5

.8

.2

IN

C M

P

.21

N11°07'54"E

N29°26'04"E e = Match existing '291.94L = '146.41T = '1,540.00R =

(RT)10°51'43"Δ =

187+03.34PI

e = Match existing '195.59L = '98.96T = '520.00R =

(LT)21°33'03"Δ =

174+37.59PI

SC

'300.00Ls = 05°34'51"Δs =

'100.00Ls = 01°51'37"Δs =

'200.00Ls = 11°01'06"Δs = N

158+97 to 161+22 Lt.

Install guardrail, 200'100'0

Scale in Feet

Wetland Do Not Disturb

Do Not Disturb Wetland

Do Not Disturb Wetland

Ephemeral Stream Do Not Disturb

Clean existing culvert 170+95, Ditch reconditioning, Lt.

176+00 to 177+00

No culvert work 181+05

Install outlet end section, Rt.

debris within 8' into pipe barrel 15' from inlet and remove Ditch reconditioning, Lt.

188+86

No culvert work 184+85

See Detail C251-50 Place Riprap Apron, Rt.

End sections, Lt. & Rt.

Install 49" x 33" x 59' CMPA Remove 30" CMP 182+11

Construction limits limits Construction

Remove existing guardrail 159+14 to 161+14 Lt.

Clean existing culvert 163+35

Install guardrail 158+62 to 160+90 Rt.

Remove existing guardrail 158+84 to 160+87 Rt.

Riprap, Class 4 (35L x 32.5W x 3.5D).

Improve riprap apron, Rt.

See Special 607-A Line 60" x 68' CMP 159+85

See Detail C251-50 Place riprap apron, Rt.

End sections, Lt. & Rt.

Install 49" x 33" x 59' CMPA Remove 24" CMP 166+68

Install guardrail 169+14 to 176+66 Rt.

Remove existing guardrail 169+40 to 176+86 Rt.

Clean existing culvert 175+87

:1

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 159+50 TO 189+75

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C06

N O P

A S S I N

G Z

O N

E

.1

I

N C

M P

.9

M

P H C

U R

V E

IN

C

M P

.7

.1

B

.0

IN

C

M P

.4

IN

C

M P

.2

BROKEN

N29°26'04"E

N41°41'00"E

N06 °0

5'1 0"

W e = Match existing

'211.05L =

'105.71T =

'1,455.00R =

(RT)08°18'39"Δ =

192+92.40PI

e = Match existing '450.24L = '236.31T = '600.00R =

(LT)42°59'41"Δ =

198+77.77PI

'100.00Ls = 01°58'08"Δs =

'100.00Ls = 01°58'08"Δs =

'100.00Ls = 04°46'29"Δs =

N

5+

IN

C M

P .2

B R

O K E N

.1

M

P H C

U R

V E

B13

5+

N61°08'38"E e = Match existing '334.09L = '173.98T = '485.00R =

(RT)39°28'05"Δ =

208+60.50PI

4+

TS

'235.00Ls = 13°52'51"Δs =

'235.00Ls = 13°52'51"Δs =

N

200'100'0

Scale in Feet

Do Not Disturb Wetland work No culvert 192+81, Clean existing culvert 199+62

Clean existing culvert 202+33

See Detail C251-50 Place Riprap Apron, Rt.

End sections, Lt. & Rt.

Install 42" x 90' CMP Remove 30" CMP 205+49

Construction limits

Construction limits

Sensitive area

:1

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 189+75 TO 219+50

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C07

.5

I

N C

M P

.0

N O P

A S

S I N

G

N O P

A S

S I N

G

B W

B W

B14

N61°08'38"E e = Match existing

'464.26L =

'234.55T =

'1,320.00R =

(LT)20°09'05"Δ =

231+83.84PI

'250.00Ls = 05°25'33"Δs =

N

.2

IN

C M

P .6

S C

E N

IC

R

O U

T E

N O P

A S

S

IN

G

.1

IN

C M

P .0

N O P

A S

S

IN

G

N

Clean existing culvert 242+25

200'100'0

Scale in Feet

See Detail C251-50 Place riprap apron, Lt.

End sections, Lt. & Rt.

Install 36" x 51' CMP Remove 24" CMP 224+28

Install end section, Rt.

Clean existing culvert 246+20

Construction limits

Existing cattleguard to remain 232+62

Construction limits

:2

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 219+50 TO 250+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C08

A D

O P

T A R

O A

D

B

B W

B W

N O P

A S

S I N

G

N35°34'00"E

N

'-14.00OFF

257+17.81STA

'-14.00OFF

256+72.90STA

'-34.99OFF

256+73.36STA '-41.16OFF

256+82.55STA

.0

I

N C

M P

.7

I

N C

M P

.8

.8

B

N O P

A S

S I N

G

N fence and gate

Remove and replace cattleguard

256+71

200'100'0

Scale in Feet

Ephemeral Stream

Do Not Disturb debris within 8' into pipe barrel

15' from inlet and remove

Ditch reconditioning, Lt.

271+30 debris within 8' into pipe barrel

15' from outlet and remove

Ditch reconditioning, Rt.

275+80

Radius = 8'

Radius = 20'

:3

J u ly

P L

A N

S H

E E

T t o

A Z

\a z

(1

R o a d w a y

\C A

D D

S h e e ts

\C -M

L

P

P \P

N P

A

Z

(1 d g n

PLAN SHEET 250+00 TO 280+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C09

.7

IN

C

M P

.2

I

N C

M P

.8

.4

IN

C M

P .6

.2

B

M

P H

M

P H e = Match existing

'448.46L =

'224.63T =

'3,060.00R =

(LT)08°23'49"Δ =

294+09.83PI

N

60 IN

C

M P

9207.2

9215.0

14 IN CMP

9215.4

N O P

A S

S

IN

G Z

O N

E

N O P

A S

S

IN

G Z

O N

E

IN

C

M P

.6

.7

A D

O P T A H

IG

H W

A Y

H

IG

H W

A Y A

D O

P T

E D

B

IN

C M

P .4

.0

.9

IN

C M

P .5

N27°10'11 "E e = Match existing '120.91L = '60.49T = '1,500.00R =

(RT)04°37'06"Δ =

300+20.74PI

S 3

'300.00Ls = 05°43'46"Δs =

N

'14.00OFF

296+40.67STA '14.00OFF

297+16.91STA

'53.99OFF

296+69.66STA

'53.74OFF

296+88.19STA

'45.37OFF

308+14.73STA

'14.00OFF

307+89.90STA

'14.00OFF

308+67.63STA

'50.60OFF

308+32.04STA

debris within 8' into pipe barrel 15' from outlet and remove Ditch reconditioning, Rt.

283+73

Riprap, Class 4 (30L x 29.5W x 3D).

Improve riprap apron, Rt.

See Special 607-A.

Line 104' CMP Clean existing structure 294+25

Install guardrail 293+19 to 295+73 Lt.

Install guardrail 292+80 to 295+30 Rt.

200'100'0

Scale in Feet

Clean existing culvert 281+09

Clean existing culvert 296+79

No culvert work 301+68

Clean existing culvert 306+79 work No culvert 309+48

Remove existing guardrail 293+52 to 295+82 Lt.

Remove existing guardrail 292+93 to 295+20 Rt.

Radius = 15'

Radius = 15' Radius = 25'

Radius = 25'

Construction limits

Construction limits

:0 u g u s t

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 280+00 TO 310+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C10

N O P

A S

S I N

G Z

O N

E

I

N C

M P

.9

.2

N O P

A S

S I N

G Z

O N

E

.3

I

N C

M P

.7

N37°31'03"E

PC

.2

.2

I

N C

M P

.1

B

.4

I

N C

M P

N O P

A S

S I N

G Z

O N

E

N O P

A S

S I N

G Z

O N

E

N A

IL

N23°18'29"E e = Match existing

'297.60L =

'149.57T =

'1,200.00R =

(LT)14°12'34"Δ =

326+20.79PI

N'14.00OFF

325+52.05STA

'55.93OFF

326+09.04STA

'14.00OFF

326+67.96STA

'50.41OFF

326+37.39STA

See Detail C251-50 Place riprap apron, Rt.

End sections, Lt.& Rt.

Install 49" x 33" x 60' CMPA Remove 24" CMP 316+06

200'100'0

Scale in Feet

See Detail C251-50 Place riprap apron, Lt.

End sections, Lt. & Rt.

Install 36" x 61' CMP Remove 24" CMP 320+80

No culvert work 331+26

Replace end section, Rt.

335+35

B

5 Radius = 30'Radius = 60'

Construction limits

Construction limits

:3

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 310+00 TO 340+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C11

IN

P

V C

D

IR

O

N

LY

.6

IN

C

M P

U S

D O

T F

H W

A P

S T

E

L E

V .9

.9

C O

W X I N

G C

O W X I N

G B

'250.00Ls =

06°08'51"Δs = N

N O P

A S

S

IN

G Z

O N

E

A D

O T S

IG

N9 .3

IN

C

M P

.8

B

1 0 4 e = Match existing '926.23L = '489.16T = '1,165.00R =

(LT)45°33'10"Δ =

357+96.65PI

'175.00Ls = 04°18'12"Δs =

N

'14.00OFF

369+72.20STA

'35.12OFF

369+86.11STA

'34.96OFF

370+00.47STA

'14.00OFF

370+22.12STA

Clean existing culvert 355+76

200'100'0

Scale in Feet

Do Not Disturb Wetland No culvert work 350+40

Wetland Do Not Disturb

Wetland Do Not Disturb

Radius = 15'

Construction limits

Construction limits

:5

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 340+00 TO 370+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C12

0 3

N32°41'45"W N45°40 '39"W

B W

IN

C M

P .6

IN

P

V C

.7

.9

M

P H C

U R

V E

D

IR

O

N

LY

D N

A

IL

.2

IN

C

M P

.5

W A

T C

H F

O R F

L A

S H F

L O

O D

S

N O P

A S

S I N

G Z

O N

E

B

.1

I

N C

M P

.6

.7

I

N C

M P

.9

0 3

N32°41'45"W N45°40 '39"W e = Match existing

'229.52L =

'114.94T =

'1,675.00R =

(LT)07°51'03"Δ =

380+29.96PI

.0

S 3

'150.00Ls = 02°33'56"Δs =

'150.00Ls = 02°33'56"Δs =

N

N45 °4

0'3 9"

W

N00°18'30"E

9208.5

30 IN CMP

IN

C M

P .7

9210.4

.2

STOP

S T E E

L IN

C O

N C

R E T E

B U

R

IE

D

S T E E L

IN

C M

P .3

L E F T C

U R

V E

M

P H

B

BW

N45 °4

0'3 9"

W

N00°18'30"E e = Match existing '266.43L = '135.88T = '550.00R =

(RT)27°45'20"Δ =

389+70.37PI

'200.00Ls = 10°25'03"Δs =

'150.00Ls = 07°48'47"Δs =

N'-14.00OFF

388+38.55STA

'-48.89OFF

388+70.69STA '-50.07OFF

388+98.20STA

'-14.00OFF

389+30.60STA

See Detail C251-50 Place riprap apron, Lt.

End sections, Lt. & Rt.

Install 30" x 59' CMP Remove 26" CMP 370+74

200'100'0

Scale in Feet

Wetland Do Not Disturb

Clean existing culvert 373+35

Clean existing culvert 379+26 barrel debris within 8' into pipe 15' from inlet and remove Ditch reconditioning, Rt.

382+63 work No culvert 389+33

Radius = 35'

Clean existing culvert 388+83 to remain Existing cattleguard 385+46

Clean existing culvert 386+37

Construction limits

Construction limits

:5

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 370+00 TO 400+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C13

.1

I

N C

M P

.5 2

B

B E

N T

F I L L E

D

I

N C

M P

.0

.7

I

N C

M P

.5 e = Match existing

'300.50L =

'152.78T =

'675.00R =

(RT)25°30'26"Δ =

404+25.27PI

'125.00Ls = 05°18'19"Δs =

'175.00Ls = 07°25'38"Δs =

N

.7

IN

C M

P .5

.2

IN

C M

P .8

9221.0

24 IN

CM

P

9222.5

N38°32'53"E

N

Clean existing culvert 401+33

200'100'0

Scale in Feet

Do Not Disturb Wetland

End sections, Lt. & Rt.

Replace inlet and outlet 407+25

Clean existing culvert 414+74

Clean existing culvert 417+73 Clean existing culvert

420+48

Ditch reconditioning, Rt.

406+00 to 407+00

Construction limits

Construction limits

:5

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 400+00 TO 430+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C14

B

.2

IN

C M

P

.1

C P S

.0

.4

I

N C

M P

IN

P

V C

.8

.0

I

N C

M P

.3

D

IR

O

N

LY

9168.2

9168.4

24 IN CMP

9169.9

24 IN CMP

9169.9

N O P

A S

S I N

G

.1

.4

IN

C

M P

N O P

A S S

IN

G

IN

C

M P

.7

.3

N14 °55 '16

"E e = Match existing

'340.20L =

'172.55T =

'825.00R =

(LT)23°37'37"Δ =

442+46.95PI

N

'-14.00OFF

436+50.24STA

'-49.14OFF

436+75.17STA

'-49.16OFF

436+90.17STA

'-14.00OFF

437+25.16STA

'14.00OFF

436+40.39STA

'48.88OFF

436+75.39STA

'48.85OFF

436+90.39STA

'14.00OFF

437+15.28STA

D O

T F

H W

A C

O R

O W

.9

IN

C

M P

.6

IN

C M

P .9

.8

STEEL

.7

IN

C M

P .4F

IL

L E

D

IN

C M

P .2

.8

.9

IN

C M

P

B

N14°55'16"E

N30°32'40"E e = Match existing '251.31L = '126.20T = '1,105.00R =

(RT)13°01'51"Δ =

448+42.29PI

e = Match existing '401.77L = '203.13T = '1,105.00R =

(LT)20°49'57"Δ =

455+33.48PI

.3

'100.00Ls = 02°35'33"Δs =

'100.00Ls = 02°35'33"Δs =

'200.00Ls = 05°11'06"Δs =

N

Install guardrail 454+13 to 457+35, Rt.

culvert Clean existing 443+72

Clean existing culvert 449+70

Clean existing culvert 455+72

Clean existing culvert 458+71

200'100'0

Scale in Feet

Clean existing culvert 430+98

Clean existing culvert 433+98

Clean existing culvert Approach road, Lt.

436+83

Clean existing culvert Approach road, Rt.

436+83

No culvert work 438+80

Clean existing culvert 440+78 debris within 8' into pipe barrel 15' from inlet and remove Ditch reconditioning, Lt.

452+72

Remove existing guardrail 454+26 to 457+22, Rt.

Replace end section, Lt.

Clean existing 24" culvert 446+71

B

Radius = 25'

Radius = 35'

Radius = 35'

Radius = 25'

Construction limits

Construction limits

(50L x 7W x 1.5D) Riprap Class 2, Rt.

Sta. 446+00 to 446+50

:4

M a rc h

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 430+00 TO 460+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C15

8946.7

8947.1

36 IN CMP

8952.1

36 IN CMP

8952.3

8953.6

24 IN CMP

8954.3

C P S A

T U

S F S R

D

.2

I

N C

M P

.4

.8

I

N C

M P

.7

.2

.5

I

N C

M P

.9

I

N C

M P

.6

A D

O P

T A H

W Y

3 0 4

B

F I L L E

D I

N C

M P

.0

N01°56'03"E

N09°14 '04"W e = Match existing

'230.76L =

'116.15T =

'820.00R =

(RT)16°07'26"Δ =

472+94.00PI

e = Match existing '350.88L = '176.00T = '1,800.00R =

(LT)11°10'08"Δ =

466+76.41PI

C 4

'100.00Ls = 03°29'37"Δs =

'200.00Ls = 06°59'14"Δs =

N

'-43.93OFF

473+87.32STA

'-44.17OFF

474+04.44STA

'-14.00OFF

473+56.86STA

'-13.91OFF

474+34.38STA

IN

C M

P .7

.8

.0

6 IN

PV

C893 6.2

IN

C M

P .8

DIR

ONLY

N O P

A S

S

IN

G B

8946.7

8947.1

N17°22'14"E

'200.00Ls = 06°59'14"Δs =

N

Clean existing culvert 461+71 culvert Clean existing 471+71

See Detail C251-50, Rt.

Place riprap apron, Rt.

End sections, Lt. & Rt.

Install 24" x 54' CMP Remove 24" CMP 477+42

200'100'0

Scale in Feet

Clean existing culvert 464+21

Clean existing culvert 466+70

Clean existing culvert 469+20

Clean existing culvert 473+96

(18L x 19.5W x 2.5D) Riprap, Class 3 Place riprap apron, Lt.

End sections, Lt. & Rt.

Install 2- 42" x 120' CMP Remove 36" CMP 473+98

See Detail C251-50 Improve Outlet Apron, Lt.

Replace inlet end section, Rt.

480+21

Sensitive area

Ditch reconditioning 476+00 to 477+00, Lt.

Radius = 30 FT

= 30' Radius

Construction limits

Construction limits

:5 u g u s t

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 460+00 TO 490+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C16

8915.6

36 IN CM

P

8916.9

8919.2

24 IN CMP

8920.1

B

'150.00Ls =

04°52'59"Δs =

N

'-14.00OFF

501+27.86STA

'-39.16OFF

501+03.89STA

'-38.76OFF

500+86.66STA

'-13.88OFF

500+62.36STA

.7

IN

C M

P .6

A D

O P T A R

O A

D

.9

A D

O P T A R

O A

D

.5

I

N C

M P

N84°48'40"E e = Match existing '885.82L = '484.53T = '880.00R =

(RT)57°40'28"Δ =

505+75.76PI

e = Match existing '362.54L = '184.88T = '750.00R =

(LT)27°41'45"Δ =

516+46.42PI

'150.00Ls = 04°52'59"Δs =

'150.00Ls = 05°43'46"Δs =

'200.00Ls = 07°38'22"Δs = N

No culvert work 513+68

200'100'0

Scale in Feet

Install guardrail 511+00 to 514+29 Lt.

Wetland Do Not Disturb area Sensitive

Clean existing culvert 500+96 sections, Lt. & Rt.

Replace end 501+46

No culvert work 516+69

Radius = 25'

Remove existing guardrail 511+18 to 514+21 Lt.

Construction limits

Construction limits

:3 u g u s t

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 490+00 TO 519+50

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C17

.3

.3

I

N C

M P

.3

I

N C

M P

.8

I

N A

C W

A T

E R S

C I E

N C

E S

.5

IN

C

M P

.4

T P

O S

T

.2

I

N C

M P

B

.7

N O P

A S

S I N

G

N O P

A S

S I N

G

N43°44'47"E

N

OFF -36.00'

525+69.85STA

OFF -36.00'

STA 526+50.00

OFF -15.50'

524+00.00STA

OFF -15.53'

528+00.00STA

N O P

A S

S I N

G

S

IN

K H

O L E 8 .9

IN

C

M P

.6

FS ROAD 8407

.4

I

N C

M P

.9 e = Match existing

'1,383.74L =

'723.63T =

'1,915.00R =

(LT)41°24'03"Δ =

545+04.24PI

'200.00Ls = 02°59'31"Δs =

N

'14.00OFF

539+06.17STA

'43.95OFF

538+76.85STA

'43.92OFF

538+61.20STA

'14.00OFF

538+31.87STA

Clean existing culvert 530+53

(approx. 30 LF).

Remove debris from upstream channel Riprap, Class 4 (24L x 25.5W x 3.5D).

Improve apron, Lt.

539+18

Install guardrail 526+81 to 531+56 Lt.

200'100'0

Scale in Feet

Install guardrail 521+36 to 525+39 Lt.

Do Not Disturb Wetland

Replace end section, Rt.

520+81

Clean existing culvert 533+68

No culvert work 547+67

Remove existing guardrail 521+42 to 525+43 Lt.

Remove existing guardrail 526+93 to 531+44 Lt.

Radius = 30'

See Detail C251-50 Place riprap apron, Lt.

end sections, Lt. & Rt.

Install 24" x 62' CMP Remove 24" CMP 528+69

Construction limits

Construction limits

Ditch reconditioning Sta. 527+00 to 528+00, Rt.

:5

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 519+50 TO 549+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C18

I

N C

M P

.3

.8

S T

E E

L I

N C

O N

C

S T

E E

L

S T

E E

L I

N C

O N

C

C H

A M

F E

R

B

N03°38'18"W

'200.00Ls =

02°59'31"Δs =

T

N T

N

N

'14.00OFF

563+75.35STA

'42.00OFF

564+00.35STA

'14.00OFF

564+42.35STA

'41.79OFF

564+22.35STA

8940.8 DO NOT ENTER

TOP OF THE MTN VIEW

DAY USE ONLY

C U

R V

E S

.0

.9

IN

C

M P

O P E

N R

A N

G E

S C

E N

IC

V

IE

W

A D

O P T A R

O A

D

A D

O P T A R

O A

D

B

30 M

PH

45 M

PH

S

TEEL IN

C O

N C

O M

S

TEEL

O M

S

TEEL IN

C O

N C e = Match existing '641.67L = '343.91T = '720.00R =

(LT)51°03'46"Δ =

571+73.42PI

'200.00Ls = 07°57'28"Δs =

'100.00Ls = 03°58'44"Δs =

N

'14.00OFF

576+80.40STA

'53.45OFF

577+16.83STA

reset gate Remove and 563+75

200'100'0

Scale in Feet

Replace end sections, Lt. & Rt.

560+67

Radius = 25'

Radius = 20'

See Detail C251-50 Place riprap apron, Lt.

End sections, Lt. & Rt.

Install 24" x 58' CMP Remove 18" CMP 574+75

Construction limits

Construction limits

:5

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 549+00 TO 577+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C19

D

IR

O

N

LY

D

IR

O

N

LY

I

N C

M P

.3

.7

UP

I

N C

M P

.9

8938.9

B34

I

N C

M P

.6

R O

A D C

L O

S E

D

24 IN C

MP8940.8

DO NOT ENTER G

E

A R D

O W

N

S C

E N I C V I E

W

W O

O D P

O L E S

N O P

A S

S I N

G

W A

T C

H F

L A

S H F

L O

O D

S

N O P

A S

S I N

G

TO

P

O F

THE

M

TN

VI

EW

STOP

F S R

O A

D

DAY USE ONLY

C U

R V

E S

N66°38'16"W e = Match existing

'329.58L =

'166.41T =

'965.00R =

(LT)19°34'06"Δ =

591+74.60PI

S 5

'200.00Ls = 05°56'15"Δs =

N

'34.73OFF

579+50.00STA

'35.89OFF

578+00.00STA

'54.58OFF

577+60.06STA

'53.45OFF

577+16.83STA

'14.00OFF

576+80.40STA

'14.00OFF

581+00.00STA

'-14.00OFF

580+54.17STA

'-36.63OFF

580+61.77STA

'-14.00OFF

581+01.69STA

'-39.97OFF

580+75.36STA

D

IR

O

N

LY

IN

C M

P .1

C A T T L E8

.5

IN

C

M P

.8

C A T T L E T

R A

IL

B W

BWW

IR

E

S8 7°

'24 "W

N31°00'07"W e = Match existing '330.51L = '176.52T = '380.00R =

(RT)49°49'59"Δ =

597+41.35PI

e = Match existing '165.36L = '83.00T = '770.00R =

(LT)12°18'16"Δ =

604+20.18PI

T 6

'150.00Ls = 11°18'30"Δs =

'150.00Ls = 05°34'51"Δs =

'100.00Ls = 03°43'14"Δs =

N

200'100'0

Scale in Feet

Radius = 40'

See Detail C251-50 Place riprap apron, Rt.

End sections, Lt. & Rt.

Install 30" x 60' CMP Remove 24" CMP 580+43

See Detail C251-50 Place riprap apron, Rt.

End sections, Lt. & Rt.

Install 24" x 93' CMP Remove 18" CMP 586+26

Clean existing 18" culvert 589+96 fence and gate Remove and replace cattleguard 592+75

See Detail C251-50 Improve Outlet Apron, Rt.

debris within 8' into pipe barrel 15' from inlet and remove Ditch reconditioning, Lt.

596+16

Clean existing 18" culvert 600+73

Radius = 10'

Radius = 25' E

Construction limits

Construction limits

:4

J u ly

P

L A

N S

H E

E T t o

A Z

\a z

(1

R o a d w a y \C

A D

D

S h e e ts \C

-M L

P

P

\P N

P

A Z

(1 d g n

PLAN SHEET 577+00 TO 603+00

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C20

0 6

N31°00'07"W N52°36' 28"W R

E E

V E S F

O U

N D

A T I O

N

A D

O P

T A R

O A

D

N O P

A S

S I N

G

B

.6

I

N C

M P

.6

W H I T

E M

T N S

T E

W A

R D

S H I P

N O P

A S

S I N

G

0 6

N31°00'07"W N52°36' 28"W

C 6

.3

P

O E

200'100'0

Scale in Feet

END PROJECT

Sta. 612+75

See Detail C251-50

Place riprap apron, Rt.

Install end sections, Lt. & Rt.

Install approx. 35" x 24" x 60' CMPA

Remove 24" CMP

Culvert assumed to be buried

604+68 (Station is assumed)

Clean existing 24" culvert

609+12

Ditch reconditioning

Sta. 604+15 to 604+65, Lt.

Construction limits

E 944348.69

N 1109539.76

:5

J u ly

P L

A N

S H

E E

T t o

A Z

\a z

(1

R o a d w a y

\C A

D D

S h e e ts

\C -M

L

P

P \P

N P

A

Z

(1 d g n

PLAN SHEET 603+00 TO 612+75

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

C21

NO SCALE

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERT

DIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-B

PLAN

when scheduled)

Silt fence (typ.

Roadway embankment

Roadway embankment

Temporary culvert backfill

Subgrade

Bedding

Sandbags

Riprap lining Riprap lining backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 5

Permanent culvert

Roadway centerline temporary barrier

Use sandbags to construct

SandbagsPlastic liner

SSSS

SS SS

SS

SS

SS SS

1.

2.

3.

4.

5.

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

When specified replace the portion of the diversion channel through the roadway embankment with temporary culvert. Compact temporary culvert backfill using one of the methods listed in Subsection 204.11(a).

See Erosion Control Section for temporary culvert diameter, riprap class, channel dimensions and quantities.

Use plastic liner or riprap along the entire length and width of the temporary diversion channel.

Construct channel at a minimum grade of 0.5 percent.

Do not construct with longitudinal joints if using a plastic liner. Bury the upstream edge of the liner a minimum of

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

DIVERSION CHANNELS

TEMPORARY

6" deep and secure with riprap or sandbags.

Bury plastic liner 6" deep

NOTE:

with plastic liner or riprap

Temporary diversion channel

W

B

W

B

W

B B

W

T T

Ø

D

D D

D

2'2'2'2'

:2

M a r c h

S td

A Z

\a z \R o a d w a y \C

A D

D S h e e ts

\E \S td .d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD APPROVED FOR USE 6/2005

3/2014 DRAFT:

6/2007 REVISED:

157-5

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

E01

DETAIL APPROVED FOR USE 12/2012

SUBEXCAVATION

NO SCALE C204-51

min.

7.

6.

5.

4.

3.

2.

1.

NOTE:

Type C conforming to subsection 714.01(a).

Furnish separation-stabilization geotextile filter, Class 1, 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

T

IM

E

D

G N

D

A T

E

U S

E R structural section

See typical sections for

Finished grade according to Section 204

Backfill with material

TYPICAL SECTION

SUBEXCAVATION

See note 7

Geotextile filter

BENCH DETAIL

according to Section 204

Backfill with material structural section

See typical sections for

Finished grade

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

max.

2 ft

1 ft

Total subexcavation width

Width of need

AZ

EAGAR TO CRESCENT LAKE

F01

C251-50

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

AT CULVERT OUTLETS

PLACED RIPRAP

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

DETAIL APPROVED FOR USE

REVISED: 08/2014

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

PLAN VIEW PLAN VIEW

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

A A

B B

PLAN VIEW

Variable slope ground Original

Geotextile

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in

Geotextile

Variable slope ground Original m in

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

C C

C

NOTE:

H

D

Geotextile

SECTION E-ESECTION D-D

Geotextile ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

W id th

D it c h B o tt o m

W id th

D it c h B o tt o m

PLAN VIEW

or flatter

Sloped 1V:2H will not be measured for payment.

3. Excavation for placement of riprap tables for class and type.

Subsection 714.01(a). See summary

2. Furnish geotextile conforming to slopes of less than 10%.

1. Use for aprons serving culverts with

Flowline

L

L

D D

D

H

H

D D

D

L

L

D

D

4D

D

D D

D

D D

(min.)

(min.)

:4

M a r c h

R ip R

A Z

\a z

\R o a d w a y

\C A

D D

S h e e ts

\G

\R ip

R a p

D e ta il s .d g n

STATE PROJECT

NUMBER

SHEET

AZ

EAGAR TO CRESCENT LAKE

G01

252-A

EMBANKMENT

SPECIAL ROCK

Ground

Existing

Embankment, Class IV Riprap, Method B

Place Special Rock

1:1.5 (or flatter)

Class 1 Nonwoven Type E Geotextile, mound thickness

5' (min) Riprap

(lowest point in a given cross section)

Channel Thalwag Elevation

2.5' (min)

NO SCALE

Match existing riprap elevation

Varies

3' Riprap mound height

Roadway Width Varies

No work

Existing riprap

Extend 40' beyond existing riprap

103+85 to 104+25 Lt., Install Special Rock Embankment

EAGAR TO CRESCENT LAKE

AZ FLAP SR 261(1)

AZ G02

:3

J u ly

R ip

R a

A Z

\a z \R o a d w a y \C

A D

D S h e e ts

\G \R ip R a p D e ta il s .d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

1.

2.

3.

4.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve.