DEM(1)_Final PLAN SET.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2023.02.24 11:01:35 -07'00' 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

SPRING

DI

:0

A

M

A u g u s t

S h e e t

N

N

M \d e m

(1

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 n b o ls

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

NM

NM FAA DEM(1)

A2

DEMING ACCESS ROAD

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.

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

Vegetation Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS :0

A u g u s t

S h e e

N

M \d e m

(1

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 n b o ls

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

NM

A3

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS SHEET

SURVEY CONTROL

1/3/22

:5

A u g u s t

U n ti tl e d

S h e e t]

N M

\d e m

(1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

N M

D

E M

(1

C o n tr o l_

S h e e t.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NM

DEMING ACCESS ROAD

A4

SITE MAP

D012

D012

D012

E011

C007

C009

C008

C008

C008

D006

D007

Road

Road

Road

Road

Road

Road

Road

Road

Road

Road

Road area

Possible staging

Road D011

Wilderness Boundary

Broad Canyon

R io G ra n d e R iv e r

R io G ra n d e R iv e r

Peak

Magdalena

INTERSTATE

INTERSTATE

INTERSTATE

Station 797+52

End Pavement Preservation Project

Deming Access Road

NM FAA DEM(1) Site 1

Station 762+40

Begin Pavement Preservation Project

Deming Access Road

NM FAA DEM(1) Site 1

Station 712+00

End Project

Deming Access Road

NM FAA DEM(1) Site 2

Station 704+06

Begin Project

Deming Access Road

NM FAA DEM(1) Site 2

Deming

46 miles to

Las Cruces

Airport

International

Las Cruces

Truth or Consequences

60 miles to

National Park

White Sands

49 miles to

0 2 4

Scale in Miles

Bureau of Land Management

Bureau of Land Management

:0

P

F e b r u a r y

S it e M a p

N M

\d e m

(1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

N M

D

E M

(1

S it e M a p .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NM

DEMING ACCESS ROAD

A5

Existing aggregate base depth of 6"

Existing double chip seal pavement

V ar ia b le ex is ti n g s lo p e exi stin g s lop eVar iab le

8" block

Hinge point

Va ria ble ex ist in g slo pe

8' Post of pavement

Existing edge

Existing concrete ditch

See Detail A

Special 414-A

Joint seal, see

Fog seal

V ar ia b le ex is ti n g s lo p e exi stin g s lop eVar iab le

Fog seal pavement

Existing chip seal

Existing width

Site 2 Stations 704+06 to 712+00

Site 1 Stations 762+40 to 797+52

EXISTING TYPICAL SECTION 40601-0000.

the asphalt is absorbed. Fog seal and blotter included in pay item asphalt with blotter to protect traffic and remove excess blotter after asphalt breaks and is substantially tack free. Cover unabsorbed

3. Fog seal to cure undisturbed for at least 2 hours or until emulsified

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

Match existing crown, slopes, and roadway width.1.

:Note

No Scale

Match existingMatch existing at face of guardrail

Edge of existing pavement

Site 1 Stations 762+40 to 797+52

TYPICAL SECTION

PAVEMENT PRESERVATION

Stations 770+89 to 797+52

8' POST ON SLOPE, 8" BLOCK

MGS GUARDRAIL TYPICAL SECTION

Existing aggregate base

Station 766+00 to 779+00, Rt.

Detail A

Match existingMatch existing

Site 2 Stations 704+06 to 712+00

TYPICAL SECTION

PAVEMENT PRESERVATION

3.

3.

18' to 20'

Construction limits

0.82TOTALS (mi)

4306TOTALS (ft)

794Site 2 704+06 to 712+00

3512Site 1 762+40 to 797+52

(ft)

Roadway Station to Station

LENGTH OF PROJECT

Match existing width

5'5'

Construction limits

Match existing width 5'5'

TYPICAL SECTIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:0

F e b r u a r y

P a v e P r e s

N M

\d e m

(1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

N M

D

E M

(1

R ty p ic a l.

d g n

STATE PROJECT

NUMBER

SHEET

NM

A6

Above 3.

See Typical Section installations (typ.)

patches on pipe culvert

Pay limits for pavement pavement 3.

Sawcut existing of pavement

Existing edge of pavement

Existing edge centerline

Deming Access Road

V ar ia b le ex is ti n g s lo p e exi stin g s lop eVar iab le

6" Roadway Aggregate pavement

2" Asphalt concrete

Tack coat sawcut edges

'-2

Pipe culvert

Pipe culvert depths and benching requirements.

5. Adjust pavement patch width per the CO, based on pipe culvert

4. See Special 602-B for ditch widening and berm details.

item. See Special 418-A.

and subgrade work for pipes are included in the 41801-1000 pay

3. Sawcutting pavement, removal and placement of pavement, base,

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

Match existing crown, slopes, and roadway width.1.

:Note

No Scale

PIPE CULVERT LOCATIONS

SITE 1 PLAN

Match existingMatch existing

PIPE CULVERT LOCATIONS

SITE 1 PROPOSED TYPICAL SECTION

4.

Typ

5.

Construction limits

6'

Match existing width

5' 5'

PIPE CULVERT LOCATIONS

TYPICAL SECTIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

:0

F e b r u a r y

P a v e P r e

N M

\d e m

(1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

N M

D

E M

(1

R ty p ic a l.

d g n

STATE PROJECT

NUMBER

SHEET

NM

A7

Sheet and Description

B3 B4 B5 B6 B7

DRAINAGE

SUMMARY

RIPRAP AND DITCH

RECONDITIONING

SUMMARY

PAVEMENT

PRESERVATION

AND PATCHING

SUMMARY

MISCELLANEOUS

SUMMARIES

MISCELLANEOUS

SUMMARIES ALLOWANCE Bid

Schedule

A0001 15101-0000 MOBILIZATION LPSM ALL

A0021 15210-3000 CENTERLINE, VERIFICATION AND

STAKING MILE 0.815 0.815

A0041 15214-2000 SURVEY AND STAKING, RETAINING

WALL LPSM All ALL

A0061 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 7 7

A0081 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0101 15401-0000 CONTRACTOR TESTING LPSM ALL

A0121 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0141 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0161 20120-1000 REMOVAL, INDIVIDUAL TREE EACH 1 1

A0181 20301-0100 REMOVAL OF BOLLARD EACH 2 2

A0201 20301-0700 REMOVAL OF DELINEATOR EACH 2 2

A0221 20301-1200 REMOVAL OF HEADWALL EACH 5 1 6

A0241 20301-1900 REMOVAL OF PIPE CULVERT EACH 5 1 6

A0261 20302-1200 REMOVAL OF GUARDRAIL LNFT 2,660 40 2,700

A0281 20304-9000 REMOVAL OF STREAM DEBRIS LPSM All ALL

A0301 25101-0300 PLACED RIPRAP, METHOD A,

CLASS 3 CUYD 108.1 235.0 33.9 377.0

A0321 25101-0500 PLACED RIPRAP, METHOD A,

CLASS 5 CUYD 58 17 75

A0341 25120-0300 RIPRAP DITCH, METHOD A, CLASS

3 LNFT 1,330 120 1,450

A0361 25302-1000 GABIONS, GALVANIZED OR

ALUMINIZED COATED CUYD 80 10 90

A0381 30302-1000 DITCH RECONDITIONING LNFT 490 30 520

A0401 40601-0000 FOG SEAL TON 4 1 5

A0421 41401-2000 CRACKS, CLEANING AND SEALING

(JOINT SEAL) LNFT 1,298 72 1,370

A0441 41801-1000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 1 SQYD 193 57 250

A0461 60202-0400 24-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE

CULVERT LNFT 316 19 335

A0481 60211-0800 END SECTION FOR 24-INCH

EQUIVALENT DIAMETER ARCH OR

ELLIPTICAL PIPE CULVERT EACH 14 2 16

A0501 61401-0000 LEAN CONCRETE BACKFILL CUYD 175 10 185

MileStone: 100% Date Completed: 02/23/23 Report Date: 02/23/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-F eb

-2

4:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

N M

\d em

(1

R oa dw ay

\C

AD

D _S he et s\ B -S um m

0% _D

EM

(1

SO

Q .x ls m

]S he et

STATE PROJECT

B1NM FAA DEM(1)

DEMING ACCESS ROADNM

SHEET

NUMBER

Sheet and Description

B3 B4 B5 B6 B7

DRAINAGE

SUMMARY

RIPRAP AND DITCH

RECONDITIONING

SUMMARY

PAVEMENT

PRESERVATION

AND PATCHING

SUMMARY

MISCELLANEOUS

SUMMARIES

MISCELLANEOUS

SUMMARIES ALLOWANCE Bid

Schedule

A0521 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A STEEL POSTS LNFT 2,613 88 2,700

A0541 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT EACH 2 2

A0561 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 20

A0581 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

A0601 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

A0621 62201-1450 BULLDOZER, 350HP MINIMUM

FLYWHEEL POWER HOUR 20

A0641 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20

A0661 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 20

A0681 62301-0000 GENERAL LABOR HOUR 20

A0701 62510-1000 SEEDING, DRY METHOD ACRE 0.1 0.1

A0721 62515-1000 MULCHING, DRY METHOD ACRE 0.1 0.1

A0741 63301-0000 SIGN SYSTEM EACH 2 2

A0761 63309-0100 DELINEATOR, TYPE 1 EACH 2 2

A0781 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-F eb -2

4:

P M

MileStone: 100% Date Completed: 02/23/23 Report Date: 02/23/23

N

N M

\d em

(1

R oa dw ay

\C

AD

D _S he et s\ B -S um m

0% _D

EM

(1

SO

Q .x ls m

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B2NM FAA DEM(1)

DEMING ACCESS ROADNM

:5

F e b r u a r y

D r a in a g e S u m m a r y

N M

\d e m

\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

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DRAINAGE SUMMARY

STATE PROJECT

NUMBER

SHEET

NM

B3

:4

F e b r u a r y

R ip r a p a n d D it c h S u m m a

N M

\d e m

\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

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

RECONDITIONING SUMMARY

RIPRAP AND DITCH

STATE PROJECT

NUMBER

SHEET

NM

B4

:4

F e b r u a r y

S u r f a c in g S u m m a

N M

\d e m

\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

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

AND PATCHING SUMMARY

PAVEMENT PRESERVATION

STATE PROJECT

NUMBER

SHEET

NM

B5

:4

F e b r u a r y

M is c e ll a n e o u s S u m m a r ie

N M

\d e m

\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

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 2

MISCELLANEOUS SUMMARIES

STATE PROJECT

NUMBER

SHEET

NM

B6

:1

F e b r u a r y

M is c e ll a n e o u s S u m m a r ie s

N M

\d e m

\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

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 2

MISCELLANEOUS SUMMARIES

STATE PROJECT

NUMBER

SHEET

NM

B7

P

R O

X . 3

F T H

T

APPROX. UG LINE LOCATION +

GUY POLE

G U

Y W

I R

E

Y T I

L I

T U

D E I

R

B

G

I

N R A

W

++Y T I

L I

T

I

R

G

I

N R A

W

TELE+

4 IN CONDUIT UNK UTIL

GPS

FHWA AC

FIBER OPTIC

TELECENTURY LINK

G U

Y W I R

E

21FT HT.

Scale in Feet

100'0 200'

20FT HT.

CONCRETE HW 2

F T H

T

C O

N C R E T E W

A

LL

20FT

HT.

CONCRETE

CONCRETE

G U

Y W I R

E

21.5FT HT.

20FT HT.

WASHOUT

22FT HT.

.8

F T H

T

0 7

793+00

Scale in Feet

100'0 200' and guardrail installation.

Begin guardrail tangent terminal

Begin removal of existing guardrail.

770+89.5 Lt.

and 602-B.

riprap ditch Rt. See Specials 251-A, B

Place Class 3 riprap apron Lt. and

End sections, Lt. & Rt.

789+56 Install 20"x28"x46' CMP and 602-B.

See Specials 251-A, B

Lt. and riprap ditch Rt. See

Place Class 3 riprap apron

End sections, Lt. & Rt.

788+26 Install 20"x28"x57' CMP and 602-B.

See Specials 251-A, B

Lt. and riprap ditch Rt.

Place Class 3 riprap apron

End sections, Lt. & Rt.

20"x28"x37' CMP

786+85 Install and 602-B.

See Specials 251-A, B

Lt. and riprap ditch Rt.

Place Class 3 riprap apron

End sections, Lt. & Rt.

784+69 Install 20"x28"x49' CMP and 602-B.

See Specials 251-A, B

Lt. and riprap ditch Rt.

Place Class 3 riprap apron

End sections, Lt. & Rt.

20"x28"x45' CMP

782+27 Install fog seal.

762+40 Begin joint seal.

concrete ditch and end

778+98 Rt. End existing headwall.

and concrete existing culvert

790+44 Remove reconditioning.

Begin ditch

762+40 Rt.

Begin joint seal. See Special 414-A.

Begin existing concrete ditch.

766+00 Rt. End riprap ditch.

culvert and concrete headwall.

781+53 Remove existing disturb.

24" CMP, do not

767+81 Existing disturb.

36" CMP, do not

771+55 Existing disturb.

18" CMP, do not

773+82 Existing disturb.

18" CMP, do not

775+18 Existing disturb.

18" CMP, do not

777+50 Existing and 602-B.

See Specials 251-A, B at existing 36" CMP.

apron Lt. and riprap ditch Rt.

780+29 Place Class 3 riprap disturb.

18" CMP, do not

779+04 Existing culvert and concrete headwall.

784+44 Remove existing headwall.

and concrete existing culvert

786+49 Remove on Deming Access Rd.

Do not disturb existing utilities

Remove existing tree.

766+00 Rt.

See Special 418-A.

Perform pavement patching.

762+40 to 762+70 Rt.

780+60 Resume fog seal.

Deming Access Rd.

existing utilities on

Do not disturb do not disturb.

Existing concrete pavement, 778+98 to 780+60 riprap ditch.

reconditioning.Begin

764+20 Rt. End ditch

Existing FAA ROW

Existing FAA ROW

Wilderness Boundary

Broad Canyon

Boundary

Wilderness

Broad Canyon

Suspend fog seal.

778+98 reconditioning.

Ditch

786+45 Rt.

785+85 to

Ditch reconditioning.

790+20 to 792+70 Rt.

E: 1371282.5954

N: 541371.9335

Station 762+40

Begin Pavement Preservation Project

DEMING ACCESS ROAD

NM FAA DEM(1) SITE 1

:3

F e b r u a r y

S

I T

E

P la n

S h e

N M

\d e m

(1

R o a d w a y \C

A D

D D e s ig n \D

E M

\d g n \P la n D

E M

(1

F A

A S it e .d g n

762+40 to 791+40

SITE 1

DEMING ACCESS ROAD

STATE PROJECT

NUMBER

SHEET

NM

C1

FT

FT

JH

NAIL

JH

NAIL

GPS

FHWA A

C

FT

19FT HT.

G U

Y W

IR

E S

GPS

FHWA-A

C

G U

Y W

IR

E S

PK

FA

A P

T

.8

FT

H

T

Scale in Feet

100'0 200'

E: 1368229.1949

N: 541925.1828

Station 797+52

End Pavement Preservation Project

DEMING ACCESS ROAD

NM FAA DEM(1) SITE 1

and 602-B.

See Specials 251-A, B

Lt. and riprap ditch Rt.

Place Class 3 riprap apron

End sections, Lt. & Rt.

20"x28"x40' CMP

792+68 Install and 602-B.

See Specials 251-A, B

Lt. and riprap ditch Rt.

Place Class 3 riprap apron

End sections, Lt. & Rt.

20"x28"x42' CMP

794+30 Install

See Special 253-A.

Construct gabion wall

792+50 to 792+90 Lt.

terminal installation.

guardrail tangent

End guardrail and

797+52 Lt.

251-A, B and 602-B.

ditch Rt. at existing 18" CMP. See Specials

796+64 Place Class 3 riprap apron Lt. and riprap culvert and concrete headwall.

792+73 Remove existing

End fog seal.

797+52

Deming Access Rd.

existing utilities on

Do not disturb

Existing FAA ROW

Wilderness Boundary

Broad Canyon

:0

F e b r u a r y

S

I T

E

P la n

S h e

N M

\d e m

(1

R o a d w a y \C

A D

D D e s ig n \D

E M

\d g n \P la n D

E M

(1

F A

A S it e .d g n

791+40 to 797+52

SITE 1

DEMING ACCESS ROAD

STATE PROJECT

NUMBER

SHEET

NM

C2

Scale in Feet

100'0 200'

3 STRAND BARBWIRE

W A T E R G

A G

E

Y T I L I T

U D

E I R

U B G

N I N

R A W

F

IB

E R O

P T

IC

W A T E R G

A G

E

G P S

F H

W A -A

C

M

IS

S

IN

G

Y T I L I T

U D

E I R

U B G

N I N

R A W

F

IB

E R O

P T

IC

G P S

F H

W A -A

C

N30°33'42"W

.0

P

O B

.0

P

O and Class 3 riprap ditch.

End lean concrete backfill

712+00 Lt.

See Embankment Protection Special.

704+06 Rt. Begin Class 5 riprap.

End Class 3 riprap.

705+92 Rt.

E: 1374673.7499

N: 536714.4220

Begin Project Station 704+06

DEMING ACCESS ROAD

NM FAA DEM(1) SITE 2

E: 1374270.0634

N: 537398.1637

End Project Station 712+00

DEMING ACCESS ROAD

NM FAA DEM(1) SITE 2

Embankment Protection Special.

Begin Class 3 riprap. See

704+28 Rt. End Class 5 riprap.

ground

Existing riprap

Place Class 5 of travel way

Existing edge of travel way

Existing edge riprap

Place Class 3 line, do not disturb.

Exposed Telecomunication

End fog seal.

712+00

Begin fog seal.

704+06 ground

Existing

See Special 251-B.

Begin Class 3 riprap ditch.

708+50 Rt.

Remove and replace delineator.

704+74 Lt & Rt.

Install W8-19 flood gauge.

Remove existing bollard.

704+29 Rt.

Install W8-19 flood gauge.

Remove existing bollard.

704+39 Lt.

End Class 3 riprap ditch.

712+00 Rt.

See note 2.

Geotextile

See note 2.

Geotextile on Deming Access Rd.

Do not disturb existing utilities

Existing FAA ROW

Flowline

Wilderness Boundary

Broad Canyon

Match existing ground

:2 m a x

Match existing ground

Special 251-B.

and Class 3 riprap ditch. See

Begin lean concrete backfill

708+50 Lt.

STATIONS 704+06 TO 704+28

RIPRAP SLOPE PROTECTION

TYPICAL SECTION A-A

Not to scale measured for payment.

3. Excavation for placement of riprap will not be material conforming to subsection 714.01(a).

2. Furnish geotextile class 1, type A, non-woven ground and assure adequate drainage and stability.

protection may be adjusted by the CO to match existing

The gradient, width and slope ratios of riprap embankment 1.

NOTE:

STATIONS 704+28 TO 705+92

RIPRAP SLOPE PROTECTION

TYPICAL SECTION B-B

A

A B

B

24"

Riprap depth 36"

Riprap depth

Width ranges from 28' to 31' 1.

Width ranges from 9' to 28' 1.

:0

F e b r u a r y

S

I T

E

P la n

S h e

N M

\d e m

(1

R o a d w a y \C

A D

D D e s ig n \D

E M

\d g n \P la n D

E M

(1

F A

A S it e .d g n

704+06 TO 712+00

SITE 2

DEMING ACCESS ROAD

SPECIAL

EMBANKMENT PROTECTION

STATE PROJECT

NUMBER

SHEET

NM

C3

251-A

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

10.5

10.5

12.5

12.5

2.5

2.5

1.5

2.5

2.5

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

13.3

13.3

1.7

44.5

34.1

15.6

10.9

10.9

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

NO SCALE

C

PLAN VIEW PLAN VIEW

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

A A

B B

PLAN VIEW

Variable slope ground Original

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 .)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

SECTION E-E

SECTION D-D

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

Flowline aprons.

4. Use Class 3 riprap for all pipe culvert not be measured for payment.

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

subsection 714.01(a). See summary

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

1. Use for aprons serving culverts with

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

4.

4.

4.

4.

L

L

D D

D

H

H

D D

D

L

D

4D

D

D D

D

D D

(min.)

(min.)

:2

A u g u s t

C

N M

\d e m

\R o a d w a y \C

A D

D S h e e ts

\G \C

.d g n

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

SHEET

NM

G1

251-B

RIPRAP DITCH

2'

RIPRAP DITCH TYPICAL

NOTE:

ground

Existing item 61401-0000. See section 614.

5. Lean concrete backfill will be paid under pay to follow the existing flowline.

4. Adjust foreslope width and ditch depth existing slope or cut slope is steeper than 1:3.

3. Slope may be steepened to 1:2 max. where materials conforming to subsection 714.01(a).

2. Furnish geotextile class 1, type A, non-woven not be measured for payment.

1. Excavation for placement of riprap will

See note 2

Geotextile

Cut slope

Existing edge of pavement

Existing aggregate base

Match existing flowline

Riprap Class 3

Site 2 Stations 708+50 to 712+00, Lt.

LEAN CONCRETE BACKFILL TYPICAL

Existing pavementriprap ditch

Proposed Class 3 riprap ditch

Proposed Class 3

Lean concrete backfill

1:

1:3 m ax.

3.

4.

Ditch

5.

3'-8' (approx.)

Depth varies between

Offset 1' min.

Offset 1' min.

Varies 1' min.

:2

F e b r u a r y

C

N M

\d e m

\R o a d w a y \C

A D

D S h e e ts

\G \C r ip r a p d it c h .d g n

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

STATE PROJECT

SHEET

NM

G2 only in the top course next to the foundation.

Fractional height courses (1 or 2 feet) will be permitted

Design earth pressure:

11.000

13.000

9.000

7.333

5.667

4.333

3.000

2.000

1.000

0.333

CUYD/LNFT

GABIONS

COURSES

NUMBER OF

LNFT

(H)

3 3

6 6

9 9

(typ) ty p

H

.9

H

H m a x

1'-0" (rock) 2'-0" (soil)

B' = 0.996 B

1'

4'

1'

3' 3'

1' by the CO.

placed around the boulder(s) as needed and as directed

Existing large boulder(s) may be left in place and backfill paid as 25302-1000.

Underdrain, geotextile class 1, and backfill will be to H and B, respectively.

For design and layout, H' and B' may be considered equal

:1 slope)2

Angle of repose = 34 (1 o

Weight of earth = 120 lbs./cu.ft.

Weight of rock-filled gabions = 110 lbs./cu.ft.

Horizontal - 80 lbs./cu.ft. equivalent fluid pressure

Vertical - 40 lbs./cu.ft. equivlalent fluid pressure and on ends by baskets not less than 6 feet in length.

which is surrounded on all four sides by standard baskets

Wire baskets may be omitted from any 3-foot square section

Type A, non-woven encapsulated with Geotextile, Class 1, 6" Underdrain with granular backfill

NOTES:

DESIGN DATA:

CONSTRUCTION:

at all low points and at intervals not to exceed 100 feet.

Install underdrain according to Section 605. Provide outlets that the fill is maintained within 6 feet of the top of the wall.

Place and compact backfill as the wall is constructed so

LNFT

(B)

GABION WALL DIMENSIONS TABLE

NO SCALE

253-A

GABION RETAINING WALL

Work line

B

Work line

1:12 Batter surrounded by other baskets

Wire basket not required if

:1 o r fla tt er

Sl op e

0 o

TYPICAL CROSS SECTION

Class 1, Type A, non-woven

Geotextile, Proposed slope

Existing ground

:3

A u g u s t

S h e

N M

\d e m

\R o a d w a y \C

A D

D S h e e ts

\G \2 d e ta il .d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NM

DEMING ACCESS ROAD

NM FAA DEM(1)

G3 existing surface elevation

" below4

" to 8

Screed to elastic sealant hot-poured

Seal crack with flush with existing surface

Fill crack with minor asphalt pavement centerline

Deming Access Road pavement and concrete ditch

Existing edge of chip seal

Vegetation guardrail

Existing and proposed

Stations 766+00 to 779+00 Rt.

JOINT SEALING TYPICAL

recommendations for sealing joints.

See section 414 for sealant type. Follow manufacturer's 3.

surface.

Force joint repair materials into joints to ensure adhesion to existing 2.

subsidiary to pay item 41401-2000.

ditch according to subsections 414.05 and 414.06. Herbicide will be out and seal joint between the existing chip seal and the concrete

Apply herbicide and clean existing surface prior to sealing joint. Blow 1.

NOTE:

Stations 766+00 to 779+00 Rt.

JOINT SEALING PLAN VIEW

1.

1.

" to 1"4

1" or greater

:3

F e b r u a r y s p

N M

\d e m

\R o a d w a y \C

A D

D S h e e ts

\K \s p A

.d g n

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

JOINT SEALING DETAILS

ASPHALT PAVEMENT

414-A

STATE PROJECT

NUMBER

SHEET

NM

NM FAA DEM(1)

K1

418-A according to Subsection 418.03

Remove existing pavement

2" Minor hot asphalt concrete to a depth of 8" base and subgrade material

Remove damaged pavement, base course

Existing

NOTE:

1.

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

2.

3.

91% of the maximum specific gravity.

Compact minor hot asphalt concrete mix to a minimum of

4.

Fog seal

5.

6.

as acceptable crushed aggregate material.

Reuse existing salvaged base. Asphalt millings can be used

6.

Site 1 Culvert Installation Locations

Site 1 Stations 762+40 to 762+70 Rt.

ASPHALT CONCRETE PAVEMENT, PATCH TYPE 1

TYPE 1

PAVEMENT PATCH,

ASPHALT CONCRETE

around the perimeter of the patch

Tack coat according to Section 412

NO SCALE

7.

to Subsection 412.04.

Clean existing surface prior to applying tack coat according replacement of pipe.

and subgrade material as necessary for removal and

For culvert installation locations, remove pavement, base item 41801-1000. See Section 418.

items shown within the pay limits are included in the pay

Fog seal will be paid under pay item 40601-0000. All other

Salvage the existing base for reuse in patching the pavement.

Fog seal surface according to Section 406.

6" Roadway aggregate

K2 pavement

Existing chip seal

5.

8.

8.

Existing edge of roadway

Pay Limits

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

:0 o v e m b e r

U n ti tl e d

S h e

N M

\d e m

(1

R o a d w a y

\C A

D D

S h e e ts

\K -4

\S P

A

O

R D

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NM

NM FAA DEM(1)

K2

DEMING ACCESS ROAD

STATE PROJECT

NUMBER

SHEET

NM

K2

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. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

special analysis by the CO.

The fill heights in the table are for helical lockseam and welded seam pipe only.

Fill heights for culvert pipe with annular corrugations are more restrictive than those of helical lockseam and welded seam pipe.

Obtain approval before furnishing annular corrugation pipe.

Measure minimum cover from the top of the pipe culvert to the subgrade for flexible pavements, and to the top of the pavement for rigid pavements. Measure maximum fill height from the top of the pipe to the top of the pavement for both flexible and rigid pavement.

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

NOTE:

:0

M a r c h

S td

N M

\d e m

\R o a d w a y

\C A

D D

S h e e ts

\T

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

STANDARD APPROVED FOR USE 12/1993

6/2005 4/1994 REVISED:

602-1

STATE PROJECT

NUMBER

SHEET

NM

DEMING ACCESS ROAD

T1

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. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

See Section 704 for bedding and backfill requirements.

1.

2.

3.

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

Compacted backfill material placed in layers not backfill in accordance with Section 614.

depth table

See bedding excavation in trench compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

Half diameter or whichever is less section

Metal endMetal end section or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

12" (min.), 24" (max.)

"/foot of cover,2

NOTE:

H

Width

H H

H H

H H

H H

H

H

H

H

HH

H

(see table)

Minimum spacing or Span

Diameter or Span

Diameter

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

6"

(min.)

6"

2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.)

minimum

1'-0"

:2

F e b r u a r y

S td

N M

\d e m

\R o a d w a y

\C A

D D

S h e e ts

\T

\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 12/1993

10/2017 DRAFT:

6/2005 4/1994 REVISED:

602-3

STATE PROJECT

NUMBER

SHEET

NM

DEMING ACCESS ROAD

T2

2.

3.

4.

5.

6.

7.

8.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

DESIGN C

CONNECTION TO METAL PIPE

OR OUTLET END OF CONCRETE PIPE

SECTION A-APLAN

ELEVATION ELEVATION

Slope

Toe plateToe plate riveted or welded connection

For all sizes of round pipe and pipe arch

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

A (min) B (max) H (min) W (max)

SLOPE

Approx.

A (min) B (max) H (min) W (max)

SLOPE

Approx.

A

A

DESIGN B

CONNECTION TO CONCRETE

PIPE INLET END

DESIGN A

CONNECTION TO ANNULAR

CORRUGATED METAL PIPE

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Pipe coupling band shop bolted to

End section

Pipe culvert

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt reinforcement bolted or riveted under the center panel seam.

Supplement the reinforced edges of end sections for

Variations in design and dimensions are permitted to allow for manufacturer's standards.

Fabricate the diameter of the end section of Design B to match the inside diameter of the concrete pipe culvert.

Design C may be used in lieu of design A for all metal pipe culvert sizes. Coupling bands may be any acceptable type for the pipe culvert specified.

Fabricate multiple piece bodies with lap seams tightly joined attached with bolts or rivets.

Fabricate connector section, corner plate and toe plate extensions from the same metal thickness as the panel body.

Use toe plate extension where shown on the plans.

Warp embankment slopes to match the slope of the flared end sections.

METAL END SECTIONS

60" and larger diameter pipe and 66" and larger

" bolts8 3spacing for

35" × 24" thru 66" × 51" pipe arch

For 30" thru 60" round pipe and

17" × 13" thru 28" × 20" pipe arch

For 12" thru 24" round pipe and

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

INCHES

SPAN × RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2")

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3spacing for at 6" centers (max.) or equivalent

" angle4 1" × 2

1" × 22 1equivalent pipe arch provide 2

" bolts8 3flared end section with

" rivets or bolts. Fabricate end section center panels 8 3by

On end section center panels for 66" and larger from 0.138 inch steel or 0.135 inch aluminum.

for 60" and larger diameter pipe and equivalent pipe arch

" stiffener angles 4 1" × 2

1" × 22 1equivalent pipe arch with 2

NOTE:

edge

Reinforced

Pay Limit

Pipe Culvert diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er

H H m in

12" (max.) hole lap after expansion

1" Minimum m in

12" (max.) hole

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STANDARD APPROVED FOR USE 12/1993

10/2007 DRAFT:

6/2005 4/1994 REVISED:

602-4

STATE PROJECT

NUMBER

SHEET

NM

DEMING ACCESS ROAD

T3

2.

SMOOTH SLEEVE BAND FLAT BAND

SEMI-CORRUGATED BAND

HELICAL BANDANNULAR BANDSTANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW SIDE VIEW

END VIEW

END VIEWEND VIEW

Oval Lug

Band Angle

Bar & Strap

Integral Flange Wedge and Strap

Smoother sleeve with center stop.

Stab type joint

ROUND PIPE

DIAMETER

PIPE ARCH

SPAN × RISE

CORRUGATION

Band Band

Band Bolts

Pipe

Band

Bolts

Angle

Pipe

BandBand

Bolts

Pipe heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Angle

Wedge

Furnish joints conforming to Subsection 602.05

Other types of coupling bands or fastening devices that comply with the joint performance criteria of AASHTO Standard specifications for

Highway Bridges, Division II Section 26 may be used.

of corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest strap connector

Bolt, bar and

[1] Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as

[2] For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the dimension of the end corrugation in the pipe.

COUPLING BANDS FOR METAL PIPE CULVERT [1]

[3] Use annular corrugated bands with pipes having annular corrugations or with helical pipe the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

BANDS [4]

SEMI-

CORRUGATEDSIZE [2]

BANDS [3] BANDS [5]

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

BoltsBand

MINIMUM BAND WIDTH (INCHES)

1 × 2

1 × 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

COUPLING BAND

METAL PIPE CULVERT

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

" corrugations. A 12 inch band is acceptable on pipe ends 2 1" × 3

2pipe ends rerolled with 2 steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

"2 1" × 3

2The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 corrugations on rerolled pipe ends.

diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

NOTE:

underdrain [6]

[4] Use helical corrugated bands with pipes having helically corrugated ends.

[5]

[6]

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2

W

WWW

602-A

:5

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SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

NM

T4 to pay item 60202.

Do not measure berms for payment. Work is subsidiary to half of the height of the pipe culvert.

CO. At a minimum, the height of the berm must be equal and stay within the construction limits or as directed by

Modify berm dimentions to fit existing conditions dimension of all pipe arch culverts.

D equals the diameter of all round pipe or the rise

3.

2.

1.

TYPE II

TYPE I

SECTION B-B

SECTION A-A

N o r m a l d it c h l in e

S u b g r a d e s h o u ld e r

Pipe culvert

E n d o f p ip e

FLOW

Flat b ottom di tch a t culv ert in let

FLOW

Tape r at 1

0:1 r atio

Taper a t 10:1 ratio

FLOW

2D or

FLOW

Taper at 10

:1 rat io

2D or

N o r m a l d it c h l in e subgrade elevation

Maximum 2D or

S u b g r a d e s h o u ld e r o r e n d s e c ti o n

E n d o f p ip e b e v e l

PIPE SIZE (D) WIDENING

DITCH WIDENING

Flat b ottom ditc h at c ulvert inlet

A

A

B

B section

End

PLAN PLAN

Original ground in mountainous terrain flat terrain. Taper at 5:1

Taper at 10:1 in rolling or 5:1 in mountainous terrain.

or flat terrain. Taper at

Taper at 10:1 in rolling

Normal ditch line

Pipe culvert

Original ground cut slope

Normal

Subgrade shoulder Normal ditch lineSubgrade shoulder

Pavement surface

Berm

Pavement surface

Subgrade

End section

Berm pipe as staked

Slope at ditch at end section

Flow line of pipe as staked

Slope at cut slope

Normal in lieu of 45° pipe elbow

30° pipe elbows may be required

At skewed pipe locations, 22.5° or

Standard 45° pipe elbow.

slope

1:3 max ditch line

Normal maximum slope

1:1.5

Cut Slope slope

1:3 max maximum slope

1:1.5

Cut Slope ditch line

Normal

Subgrade

TREATMENT IN CUT SLOPES

PIPE CULVERT INLET 30"

24"

18"

7'

6'

5'

NOTE:

(See table)

Ditch widening

B e rm

D

D B e rm

1'

1'

(min.)

4' d ip a t c e n te r

(Min.)

4'

602-B

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SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

NM

T5

5.

4.

3.

2.

1.

Case 1: Overlying material Case 2: Overlying material between drilled holes

Excavate area between drilled holes

Excavate area

Overlying material Overlying material

Rock material Rock material backfill or overlying material

Crushed coarse aggregate backfill or overlying material

Crushed coarse aggregate aggregate backfill

Crushed coarse aggregate backfill

Crushed coarse

Finished gradeFinished grade depth (A) is 18" or less depth (A) is greater than 18"

NOTE:

the base metal with two coats of zinc-oxide paint.

Treat field cut galvanized steel post surfaces that expose requirements in Section 617.

Place crushed coarse aggregate according to the post underdrain pipe with geotextile" in Section 703.

"coarse aggregate for concrete" or "granular backfill for

Use crushed coarse aggregate backfill that conforms to oblong hole configuration for Case 1 conditions.

Unless otherwise specified, use either the circular or the

Use this standard when posts cannot be embedded to the

ELEVATION

PLAN VIEWPLAN VIEW

ELEVATION

Steel Post

Wood Post

Wood Post

Steel Post

POST EMBEDMENT DIMENSIONS

617-31 or 617-32.

minimum depth shown on Standard 617-10, 617-11, DEPTH

EMBEDMENT

Case 1

Case 2

DEPTH (B)

DRILLING

MATERIAL (A)

OVERLYING

TYPE

HOLE

B A

E m b e d m e n t

D e p th

B A

E m b e d m e n t

D e p th

23"

23"

21"

21"

12"

8" f o r

M G

S f o r G f o r

M G

S f o r G

42”

30" to 42”

24" to 42”

> 30”

> 18" to 30”

0 to 18”

42" - A

12”

24”

21" or 23" 8" or 12"

6/2022 STANDARD APPROVED FOR USE

REVISED: 617-13

INSTALLATION IN ROCK

W-BEAM GUARDRAIL

MGS AND G4

:5

A u g u s t

S td

-1

N

M \d e m

(1

R o a d w a y \C

A D

D

S h e e ts \T

-6

\S td

-1

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NM

DEMING ACCESS ROAD

T6

6.

5.

4.

3.

2.

1.

embankment

Edge of widened post section. See Note 4 face of the rail in the standard

Tangent line projected from the embankment

Edge of widened post section. See Note 4 face of the rail in the standard

Tangent line projected from the

Varies by manufacturer end of terminal not shown.

Terminal posts and

Varies by manufacturer end of terminal not shown.

Terminal posts and

NOTE:

terminal grading extents where practical.

Construct a 1V:4H slope outside of the guardrail terminal.

Install a reflectorized object marker on the end of the according to the manufacturer's recommendations.

end farther from the edge of shoulder, or use a taper

Install terminal at a 1:25 taper or flatter to position the the manufacturer's recommendations.

necessary to install the tangent terminal according to manufacturer for a specific product. Adjust grading as begin at post 3. Verify the length of need with the

For design purposes, the length of need is assumed to of site limitations, use the alternative grading layout.

as practical within site constraints. If necessary because are provided, use the preferred grading layout as much staking notes or model. If no staking notes or model

Construct the terminal grading layout as shown in the other details.

recommendations. See manufacturer's drawings for

Install tangent terminal according to the manufacturer's

See Note 6

Guardrail terminal grading

Front of rail face

PLAN

PREFERRED GRADING

See Note 6

Guardrail terminal grading

Hinge point line

Back of post

Back of post

Front of rail face

Hinge point line

PLAN

ALTERNATIVE GRADING

TEST LEVEL

o r f la tt e r

V

:1 H

Post section

Standard r f la tt e r

V

:1

H

See Note 3

Length of Need

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent post section

Standard

Guardrail system

Pay limits

Pay limits terminal section type tangent or type MGS tangent

See Note 3

Length of Need

12'-6"

(min.)

10'-0" m in m in m in

12'-6" m in

50 (for MGS)

37.5 or 50 (for G4)

(FT)

3 (> 45 mph)

2 (≤ 45 mph)

6/2022 REVISED: 617-20

AND GRADING

TYPE TANGENT TERMINAL

W-BEAM GUARDRAIL

MGS AND G4

6/2005 STANDARD APPROVED FOR USE

:5

A u g u s t

S td

-2

N

M \d e m

(1

R o a d w a y \C

A D

D

S h e e ts \T

-6

\S td

-2

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NM

DEMING ACCESS ROAD

T7 guardrail post bolt

3" x 4" (min.)

NOTE:

fill slope

Variable

TOP

symmetry of�

FRONTSIDE SIDE

TOP

PLAN VIEW

BLOCK

steeper than fill slope Variable slope but not

W beam rail

(See Note 2) Modified Block on terminal sections All posts except those

DETAIL

POST AND BLOCK

4.

3.

2.

1.

SHAPE POST

STRUCTURAL

Note 4 See terminal sections approach and departure Widening required for Subgrade shoulder.

TYPICAL GUARDRAIL ELEVATION OMITTED POST DETAIL

See Note 1

POST FACE

terminal sections approach and departure Widening required for Subgrade shoulder.

Hinge point Hinge point

1V:2H or flatter slope shown on Typical Section Aggregate base or as groundline at face of rail Edge of pavement or

1V:10H or flatter slope block (typ.)

Post and rail as applicable ground line at face of Edge of pavement or splice Mid-span

See Note 2

See Note 2

TYPICAL GUARDRAIL CROSS SECTION TYPICAL GUARDRAIL CROSS SECTION

GUARDRAIL MOUNT

FLEXIBLE DELINEATOR

1V:10H or flatter slope groundline at face of rail Edge of pavement or shown on Typical Section Aggregate base or as terminal sections approach and departure Widening required for Subgrade shoulder.

1V:2H or flatter slope

Hinge point shown on Typical Section Aggregate base or as

1V:10H or flatter slope

TYPICAL GUARDRAIL CROSS SECTION

manufacturer's recommendations.

an adhesive or mechanical means according to the Fasten delineator to the web of the…