NM FTFS 233(1) Plan Set Final - Schedule A_Option X.pdf

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R

D E P

A T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

RATON

ALBUQUERQUE

SANTA FE

SOCORRO

LAS

LAS

CRUCES

VEGAS

Tucumcari

Farmington

Taos

Santa Rosa

Roswell

Carlsbad

Alamogordo

Silver

City

Cuba

Bernalillo

Dulce

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

COLORADO

OKLA.

T E

X A

S

TEXAS

MEXICO

A R I Z

O N

A

KEY MAP OF NEW MEXICO

TULAROSA AOP

PROJECT LOCATION

Scale in Miles

10 2

Option X

Station 18+20 to 26+03

Channel Reconstruction

NM FTFS 233(1)

Schedule A

Station 102+57.50 to 103+60.51

Low Water Crossing Reconstruction

NM FTFS 233(1)

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

OPTION X LENGTH 0.15 miles

SCHEDULE A LENGTH 0.02 miles

CATRON COUNTY

GILA NATIONAL FOREST

Tularosa AOP Improvements

NM FTFS 233(1)

PLANS FOR PROPOSED

PROJECT MANAGER LEAD DESIGNER

DENVER, CO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS PREPARED BY

BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND

SPECIFICATIONS:

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

N/Ae(max)

30V

1%T

4DHV

44ADT (2042)

32ADT (2022)

DESIGN DESIGNATIONS:

Low water crossing, aquatic organism passage, channel rehabilitation

TYPE OF CONSTRUCTION:

US FOREST SERVICE

CHIEF ENGINEER

DATE:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

DATE:

APPROVED:

J. HENWOOD J. KAPLAN

125 Miles

Socorro

To

6.3 Miles

US 80

To

T u la r o s a

Ri ve r

T u la r o s a

R iv e r

Reserve

Mountain

Higgins

Mountain

Jon S

GILA

NATIONAL

FOREST

S a n

R iv e r

F r a n c is c o

R iv e r

S a n oc si c n a r

F

:0

P

M u g u s t

F

S

N

N M

\2

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

T L

U

S .d g n

STATE PROJECT

NUMBER

SHEET

NM

NM FTFS 233(1)

A1

TULAROSA AOP

Justin.henwood Typewritten Text Via Letter 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

:1 e b ru a ry

S h e e t

N M

\2

(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

.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

A2

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

PowerSection Corner (Found, Projected)

OilRight-of-Way Line (Proposed)

GasRight-of-Way Line (Existing)

Fiber OpticProperty Line

CATVParcel 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 ObliterationBoundaries

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 LimitsRailroad

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

Articulated Concrete Block (Proposed)Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

:3 e b ru a ry

S h e e

N M

\2

(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

.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

SURVEY CONTROL

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS1/25/22

Amend STA & offsets 3/8/22 SJS

:4

A u g u s t

B a s e .B

.U

O R

D

V

.1 \O p e n

R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

.1 V

\C e ll

\C F

L -B o rd e rs

.c e l

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NM

NM FTFS 233(1)

A4

SITE MAP

RECONSTRUCTION

LOW WATER CROSSING

SCHEDULE A

NM FTFS 233(1)

BEGIN PROJECT

102+57.50

RECONSTRUCTION

LOW WATER CROSSING

SCHEDULE A

NM FTFS 233(1)

END PROJECT

103+60.51

RECONSTRUCTION

CHANNEL

OPTION X

NM FTFS 233(1)

END PROJECT

26+03

Potential staging area

CHANNEL RECONSTRUCTION

OPTION X

NM FTFS 233(1)

BEGIN PROJECT

18+20

Reserve, NM

6 Miles to

GILA

NATIONAL

FOREST

ADOPTED FROM US FOREST SERVICE - GILA NATIONAL FOREST

105+00

103+00

104+00

105+00

6+00

0 1

:1 u g u s t

D D e s ig n I n tl

N M

\2 (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 T

E N

M F

T F

S (1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NM

A5

Existing ground

(top of block)

Profile grade

See Detail A

Articulated concrete block, 6" depth

6" Roadway Aggregate, Method 2

Geotextile

Geogrid depth varies from 6" - 8"

Existing concrete surface

See Detail B

(typ. both sides)

Slope Rounding stability.

ratios may be adjusted by the CO to assure adequate drainage and

3. The gradient and width of the excavation and embankment slope summary tables for class and type.

2. Furnish geotextile filter conforming to subsection 714.01(a). See rounding will not be measured for payment.

Excavation associated with the articulated concrete block slope

Place articulated concrete blocks according to Section 253. 1.

:Notes

NO SCALE

TYPICAL CROSS SECTION

ARTICULATED CONCRETE BLOCK

DETAIL A

102+57.50 to 103+60.51

TYPICAL SECTION

shldr shldr 0.3% 0.3%

Flow

Flow

Average existing width

102+57.50 to 103+60.51

EXISTING TYPICAL SECTION

SLOPE ROUNDING

ARTICULATED CONCRETE BLOCK

DETAIL B

1:6 or flatter Fill slope

1:6 or flatter Cut slope

0.150.02TOTALS (mi)

783103.01TOTALS (ft)

783018+20 to 26+03

0103.01 103+60.51

102+57.50 to

Channel (ft)Roadway (ft)Station to Station

LENGTH OF PROJECT

1' 1'6'6'

Construction Limits

1' Clear Zone1' Clear Zone5'

14' ty p and Mulching Limits Clearing, Seeding, and Mulching Limits Clearing, Seeding, 5'

:2 u g u s t

L

W C

T y p S h e e

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\

T Y

P L

W C

-R o a d N

M F

T F

S (1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A

LOW WATER CROSSING

TYPICAL SECTIONS

STATE PROJECT

NUMBER

SHEET

NM

A6

NO SCALE

ADOPTED FROM US FOREST SERVICE - GILA NATIONAL FOREST

:5 u g u s t

C h a n n e l

T y p

S h e e t]

N M

\2

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

Y P

C h a n n e l_

N M

F

T F

S

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 3

OPTION X

CHANNEL RECONSTRUCTION

TYPICAL SECTIONS

STATE PROJECT

NUMBER

SHEET

NM

A7

ADOPTED FROM US FOREST SERVICE - GILA NATIONAL FOREST

:4 e p te m b e r

C h a n n e l

T y p

S h e

N M

\2

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

Y P

C h a n n e l_

N M

F

T F

S

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 3

OPTION X

CHANNEL RECONSTRUCTION

TYPICAL SECTIONS

STATE PROJECT

NUMBER

SHEET

NM

A8

:2 u g u s t

C h a n n e l

T y p

S h e

N M

\2

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

Y P

C h a n n e l_

N M

F

T F

S

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 3 of 3

OPTION X

CHANNEL RECONSTRUCTION

TYPICAL SECTIONS

STATE PROJECT

NUMBER

SHEET

NM

TULAROSA AOP

A9

Sheet and Description

B3 B4 B5-B6

Drainage

Summary

Surfacing

Summary

Misc.

Summaries Allowance

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15210-3000 CENTERLINE, VERIFICATION AND For Low Water

STAKING MILE 0.020 0.020 Crossing work

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0140 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LPSM ALL

A0160 20101-0000 CLEARING AND GRUBBING ACRE 0.04 0.01 0.05

A0180 20303-0300 REMOVAL OF CONCRETE Includes portions of existing crossing &

SQYD 340 20 360 ford and all of apron

A0200 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 20 5 25

A0220 25306-1000 REVETMENT MAT, ARTICULATED

CONCRETE BLOCK (6-INCH DEPTH) SQYD 210 10 220

A0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 55 5 60

A0260 62201-0050 DUMP TRUCK, 5 CUBIC YARD

MINIMUM CAPACITY HOUR 30 30

A0280 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 30 30

A0300 62201-3050 HYDRAULIC EXCAVATOR, RUBBER

TIRED, 1.0 to 1.25 CUBIC YARD

CAPACITY, 140-150HP MINIMUM HOUR 30 30

A0320 62301-0000 GENERAL LABOR HOUR 30 30

A0340 62302-0000 SPECIAL LABOR (BIOLOGICAL

MONITOR) HOUR 100 100

A0360 63301-0000 SIGN SYSTEM EACH 7 7

A0380 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 4 4

A0400 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 20 20

MileStone: 100% (Schedule A + Option X)

Date Completed: 08/09/22

Report Date: 08/09/22

A

M

E

N

D

Line

Item

No.

Pay Item

Number

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

:4 P

M

Remarks and/or

Determination of

Estimated Quantity

Pay Item Description Unit

Estimated

Quantities

N

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

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

.x ls m ]S h e e t

STATE PROJECT

B1

NM FTFS 233(1)

TULAROSA AOP

NM

SHEET

NUMBER

Sheet and Description

B3 B4 B5-B6

Drainage

Summary

Surfacing

Summary

Misc.

Summaries Allowance

Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15210-3000 CENTERLINE, VERIFICATION AND For Channel work

STAKING MILE 0.149 0.149

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0080 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0100 15702-1000 SOIL EROSION CONTROL,

TEMPORARY DIVERSION CHANNEL LPSM ALL

X0120 20101-0000 CLEARING AND GRUBBING ACRE 0.70 0.05 0.75

X0140 62302-0000 SPECIAL LABOR (BIOLOGICAL

MONITOR) HOUR 140 140

X0160 62510-2000 SEEDING, HYDRAULIC METHOD To be used as needed for the roadway and

ACRE 1.0 1.0 channel

X0180 62515-2000 MULCHING, HYDRAULIC METHOD To be used as needed for the roadway and

ACRE 1.0 1.0 channel

X0200 64702-3600 MITIGATION, STREAMBED CHANNEL

RECONSTRUCTION LNFT 783 17 800

-A u g -2

:4 P

M

MileStone: 100% (Schedule A + Option X)

Date Completed: 08/09/22

Report Date: 08/09/22

N

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

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

.x ls m ]S h e e t

(2

SUMMARY OF QUANTITIES - Option X

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

STATE PROJECT

B2

NM FTFS 233(1)

TULAROSA AOP

NM

:5 u g u s t

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

N M

\2 \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 u g u s t

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

N M

\2 \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

SURFACING SUMMARY

STATE PROJECT

NUMBER

SHEET

NM

B4 u g u s t

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

N M

\2 \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

B5 u g u s t

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

N M

\2 \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

B6

JH

JHJH

JH

100'50'0

Scale in Feet

(50' L x 5' W x 2' D)

Place riprap, Class 3, Lt.

103+60.51 to 104+10.51

Existing ground

Proposed profile

El. = 5958.00 water crossing

Low point of low

103+23.85

E: 2459408.7713

N: 996119.2474

Station 102+57.50

NM FTFS 233(1)

Reconstruction

Low Water Crossing

Begin Schedule A

E: 2459500.0274

N: 996167.0310

Station 103+60.51

NM FTFS 233(1)

Reconstruction

Low Water Crossing

End Schedule A of the Tularosa River

Ordinary High Water Mark

Tularosa River

Water Mark of the

Ordinary High

Remove existing concrete ford

102+57.50 to 103+60.51 concrete existing

Saw cut

102+00 103+00 104+00 105+00 106+00 107+00

5,950

5,960

5,970 5,970

5,960

5,950

+0.434% -1.432%

.7

V

I

' VC20

2K = 5 ,9

.0

,9

.3

3. See D-Sheets for channel reconstruction work.

for payment.

2. Excavation for placement of riprap will not be measured match existing entering and exiting grades.

Place riprap according to Section 251. Grade riprap to and dispose material in accordance with Section 203.

Prior to placing riprap, remove existing debris material 1.

:Notes

:0 u g u s t

T u la r o s a A

O P

S c a le

S c a le

P la n

S h e

N M

\2 (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 N

M F

T F

S (1

In tl F t.

d g n

STA. 102+57.50 TO 103+60.51

PLAN-PROFILE - SCHEDULE A

LOW WATER CROSSING

STATE PROJECT

NUMBER

SHEET

NM

C1

Station 26+03

Channel Reconstruction

End Option X

Station 18+20

NM FTFS 233(1)

Channel Reconstruction

Begin Option X of the Tularosa River

Ordinary High Water Mark

Do Not Disturb Wetlands

Wetlands

Do Not Disturb

Wetlands

Do Not Disturb

Channel Grading Limits water crossing immediately downstream of low

First constructed riffle to begin

103+00

104+00

NO SCALE

ADOPTED FROM US FOREST SERVICE - GILA NATIONAL FOREST

:0 u g u s t

D D e s ig n I n tl

N M

\2 (1

R o a d w a y \C

A D

D S h e e ts

\D -M in o r_

P

P \P

N P

(C h a n n e l)

N

M F

T F

S (1

In tl F t.

d g n

STA. 18+18 TO 26+03

PLAN-PROFILE - OPTION X

CHANNEL RECONSTRUCTION

STATE PROJECT

NUMBER

SHEET

NM

D1

6.

5.

4.

3.

2.

1.

Control, Temporary Diversion Channel pay item.

channel diversion will be paid for under the 15702-1000 Soil Erosion

All materials and work required for installation of temporary system including sandbag dikes, geotextile mats, hoses, and pumps.

Remove all dewatering components upon removal of dewatering between the ground and the hose.

when installing the dewatering system. Install a geotextile

Reduce temporary impacts to the channel and surrounding area

3 cubic feet per second.

dissipators at outlet, etc. The pump must meet a base flow of containment systems, dikes, hoses, connections, energy

Contractor is responsible for sizing all pumps, secondary saturated soils in the stream after dewatering.

channel is conducted. Geotextile mats may be used for work on

The dewatering system must be in place before any work in the anticipated channel flow volumes in the Dewatering Plan.

equipment, soil erosion and sediment control measures, and

SCR Sections 107 and 157, respectively. Include layout, methods, Fish Salvage Plan and Dewatering Plan to the CO as required by

Dewatering is the responsibility of the Contractor. Submit a

ENVIRONMENT, WATER MANAGEMENT ADMINISTRATION

ADOPTED FROM THE MARYLAND DEPARTMENT OF THE

NO SCALE

NOTE:

CHANNEL DIVERSION

TEMPORARY

157-A

U.S. CUSTOMARY SPECIAL

:2

J u ly

T e m p o r a r y

C h a n n e l

D iv e r s io n

S h e

N M

\2

\R o a d w a y

\C A

D D

S h e e ts

\E

\S P

A

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NM

E1

OM3-L

OM3-L

OM3-R

OM3-R

W8-19

FW8-18c

FW8-18c

100'50'0

Scale in Feet

100+00

100+00

101+00

+00

109+00

:1 u g u s t

D D e s ig n I n tl

N M

\2

(1

R o a d w a y

\C A

D D

S h e e ts

\T -6

\S ig n in g

P la n

N M

F

T F

S

(1 d g n

STA. 101+00 TO 105+00

SCHEDULE A

SIGNING PLAN

STATE PROJECT

NUMBER

SHEET

NM

T1

W

3W

H

H

H

W 4

W 4 W 4

W

W 6

W

W

W m in

6' (min.)

m in

STOP

W

W of curb

Front face

SPEED

LIMIT

NO SCALE

** See Note 3

* See Note 2 pavement

Edge of

633-01

6' (min.)

m in shoulder

Edge of

6' (min.)

m in

M PH

pavement

Edge of

POST TYPE

POST

SINGLE

POST

DOUBLE

POST

TRIPLE

POST

QUADRUPLE

DETAIL APPROVED FOR USE

POST SIZE TABLE

MAXIMUM SIGN AREA (SQFT)

4" x 4"

SIZE

POST

4" x 6"

6" x 6"

3 lb/ft

2" 12 ga.

2" 12 ga.

Class B

10 ga.

2" x 2"

10*

10*

10*

10*

24**

SIGN STRUCTURES

m a x

H /5 o r m a x

H /5 o r m a x

H /5 o r

SINGLE POST DOUBLE POST TRIPLE POST QUADRUPLE POST

(min.)

2'

W

ROADSIDE SIGN IN RURAL DISTRICT

WITHOUT SHOULDER WITH SHOULDER

WITH ADVISORY SPEED PLAQUE

OR RESIDENTIAL DISTRICT

ROADSIDE SIGN IN BUSINESS

Wood

U-Channel Steel

Steel

Square Tubular

Resistant Steel

Corrosion m a x

W

W

W

(typ.)

2" (max.)

(typ.)

2" (max.)

(typ.)

2" (max.)

NOTES:

additional information.

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

U-channel steel and square tubular steel posts.

Refer to Detail E633-04 for bracing details for wood, for wood, U-channel steel and square tubular steel posts.

Refer to Detail E633-03 for breakaway support details for corrosion resistant steel posts.

Refer to Detail E633-02 for breakaway support details according to manufacturer's recommendations.

panel area is equal to 24 square feet, use slip base

For square tabular steel double posts for which the sign feet or less but W is over 4 feet, use double posts.

steel posts for which the sign panel area is 10 square

For U-channel, square tubular, and corrosion resistant

(MUTCD), latest edition.

Uniform Traffic Control Devices for Streets and Highways"

Locate and set sign height according to the "Manual on

7.

6.

5.

4.

3.

2.

1.

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

:2

M a r c h

U

S C u s to m a r y B o r d

N M

\2 \R o a d w a y \C

A D

D S h e e ts

\T \s t6 d e ta il .d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

STATE PROJECT

NUMBER

SHEET

NM

T2

2" X 2" dia.

Bolt Torque ft-lbs

NOTES:

633-02

NO SCALE

(G) (H) (J) (K) (L) (M) (N)

DETAIL APPROVED FOR USE

POST SIZE

POST SIZE

t

CORROSION RESISTANT STEEL

BREAKAWAY SIGN SUPPORT

plates, 20 ga.

Bond breaking plates, 20 ga.

Bond breaking

POST SIZE

CONCRETE FOOTING

DIA. MINIMUM DEPTH

2" X 2" 12" 3'

1t(A) (B) (C) (D) (E) (F)

BOLT SPECIFICATIONS

d 3t 1 c

" weep hole4 1Drill

" weep hole4 1Drill

See Notes 4 and 5

SINGLE POST BREAKAWAY

4" 5"

FUSE PLATE DATA TABLE

4" "4 12 "8

11 2" "8 7 "16

9 "8 5 "16

7 "4 1 "4

1 "8

FOOTING DATA TABLE

BOND BREAKING PLATE DATA

w(R)

LEGEND:

in r o c k m a x

BASE CONNECTION DATA TABLE

Breakaway plate (typ.)

See Notes 4 and 5 w

E

REVISED: JANUARY 2019

APPROVED: MAY 2011

Weld triangle

High Strength HS

"2 16 "4

31 "4 3 "8

11 "8 5 "16

3 "16 3"16

Dia. Length in-lbs Torque

"8 52" X 2" "2

12 450

See Base Connection Data Table washers and nuts (typ.)

HS structural bolts with

A

CE

F

BD

A

B ig n p a n e l

3t

G

Sign post

K

L M

L

L t2

2t

Sign post

1t t1 w

2t

2t w

1t 1t

SIDE ELEVATION

SIDE ELEVATION

BOND BREAKING PLATE

SECTION A-A

BREAKAWAY PLATE

A

A

A A

Concrete footing

N

CONCRETE FOOTING

SINGLE POST BREAKAWAYMULTIPLE POST BREAKAWAY

for wrench access

Bevel to allow Sign post

FRONT ELEVATION

SIDE ELEVATION

J

Finished grade

See Note 6

See Note 6

1c , no cut bolt hole d

Diameter of

R (typ.)

R (typ.)

S e e F o o ti n g D a ta

T a b le

M in im u m f o o ti n g d e p th web cut through

One flange and at C of plate

C Post cut through

Sign post notches down

Fuse plate, FUSE PLATE

Fuse plate for wrench access

Bevel to allow

Concrete footing

Traffic flow

Traffic flow

Traffic flow and nuts (typ.)

with washers

Structural bolts

:2

M a r c h

U

S C u s to m a

N M

\2 \R o a d w a y \C

A D

D S h e e ts

\T \s t6 d e ta il .d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

STATE PROJECT

NUMBER

SHEET

NM

T3

Sign panel

4''

STATE PROJECT

m in m in m a x

S e e N o te

633-03

NOTES:NOTES:

NO SCALE

DETAIL APPROVED FOR USE

Traffic flow

DETAIL APPROVED FOR USE

Tr af fic fl ow

Tr af fic fl ow

U-CHANNEL STEEL POST SQUARE TUBULAR STEEL POST WOOD POST

POST SIZE HOLE DIAMETER

4'' x 4''

4'' x 6''

6'' x 6''

Not Required

1.5''

2''

3'

4'

4'

BREAKAWAY SIGN SUPPORT

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

Existing ground

(MIN.)

(D) m in

WOOD POST DATA TABLE

See Table

Holes (See Table)

WOOD AND STEEL POSTS

BREAKAWAY SIGN SUPPORT

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

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

(M ou nt si gn p an el on

See Notes 5 and 6

Galvanized steel corner bolt

See Notes 5 and 6

Anchor (12 ga. min.)

U-channel sign post

Square tubular sign post

Wood sign post

Stub bolts, nuts and washers

" dia. galvanized 16 5Four m a x

:2

M a r c h

U

S C u s to m a r y B o r d

N M

\2 \R o a d w a y \C

A D

D S h e e ts

\T \s t6 d e ta il .d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

STATE PROJECT

NUMBER

SHEET

NM

T4

WITH BATTEN WITHOUT BATTEN

1 (typ.)

1'' x 3'' Wood batten

Sign panel

Sign panel

633-04

NOTES:NOTES:

NO SCALE

DETAIL APPROVED FOR USEDETAIL APPROVED FOR USE

Sign panel sign bracing

" Galvanized steel 8

WOOD POST

Sign panel

Sign post

Sign bracing

SIGN BRACING

SQUARE TUBULAR STEEL POST

U-CHANNEL STEEL POST

TOLERANCES

BRACING INSTALLATION

Square tubular sign post

Wood sign post (typ.)

U-channel sign post

" x 0.012" (±) Shim plate2 1" x 32

Sign bracing (Stringer) hex nut, and washer

" dia. galvanized round head bolt, 16 head bolt, nut, and washers (typ.)

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

" long galvanized hex 2 1" dia. x 38 nut and washer

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

" dia. galvanized steel bolt 16 in sign panel (typ.)

" dia. hole 16 5Field drill

" to 2"2 t o

:2

M a r c h

U

S C u s to m a r y B o r d

N M

\2 \R o a d w a y \C

A D

D S h e e ts

\T \s t6 d e ta il .d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

STATE PROJECT

NUMBER

SHEET

NM

T5

NOTES:

Traffic flow

Traffic flow

WORK SPACE

6" (max.)

ELEVATION

BUFFER SPACE

BUFFER SPACE

light

Type B warning

Traffic flow

Traffic flow

VARIABLE150'

with R11-2 (48"x30")

Barricade Type 3 light

Type B warning light

Type B warning in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored field conditions as approved by the CO.

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

2.

1.

ROAD CLOSED TO ALL TRAFFIC

ROAD

CLOSED

Centerline of Road with R11-2 (48"x30")

Barricade Type 3

Edge of roadway

ROAD

CLOSED

ROAD

CLOSED

150'

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-A

:1 e b r u a r y

D D e s ig n S u r v

N M

\2 \R o a d w a y \C

A D

D S h e e ts

\T \s p A

.d g n

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

NM

T6

U.S. CUSTOMARY SPECIAL

647-AADOPTED FROM US FOREST SERVICE - GILA NATIONAL FOREST

NO SCALE

:2 e p te m b e r

S p a n n e r J a m

S h e

N M

\2

\R o a d w a y

\C A

D D

S h e e ts

\T

\S p

A

S p a n n e r J a m

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPANNER JAM DETAILS

STATE PROJECT

NUMBER

SHEET

NM

T7