NM FS 220(1) Plan Update 7-3-2025.pdf

D E P

A R 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

PLANS FOR PROPOSED

PROJECT MANAGER

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

ROMERO CREEK BRIDGE

NM FS 220(1)

6%

30 mph

10%

55%

< 100

< 100 e(max) ---------------

V --------------------

T --------------------

D --------------------

DHV ------------------

ADT (2045) -----------

ADT (2025) -----------

DESIGN DESIGNATIONS:

Bridge Replacement

TYPE OF CONSTRUCTION:

APPROVED:

DATE:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

LENGTH 0.05 miles

SCHEDULE A

CATRON COUNTY

GILA NATIONAL FOREST

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

LEAD DESIGNER

FOREST SERVICE

, GILA NATIONAL FORESTFOREST SUPERVISOR

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

M. Daigler J. Keithley

End 105+18

Begin 102+52

Romero Creek Bridge

Schedule A NM FS 220(1)

Romero Creek Bridge

NM FS 220(1)

Project Location

Scale in Miles

DATE:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

:2

A

M

J u ly

A

S h e e t]

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

N

M

(1 d g n

STATE PROJECT

NUMBER

SHEET

NM

NM FS 220(1)

A1

ROMERO CREEK BRIDGE

50.6 mi

Eagar, AZ

23.9 mi

Estate, NM

Rancho Grande

118 mi

CLifton, AZ

AS PER MEMO DATED 4/17/2023

for:

ABBREVIATIONS

tj centerline L L t::,. curve delta lam.

0 diameter lat.

A abut. abutment long.

ADT average daily traffic LPSM aggr. aggregate Lt. or LT AH ahead LW alt. alternate M mag.

appr. approach maint.

asph. asphalt mat/.

B b.f. both faces max.

beg. beginning,begin min.

BK back man.

BM bench mark mtn(s).

BP balance point NN

br. bridge NC brg. bearing neg.

C CBC concrete box culvert no. or# c-c center to center 0 o.c.

cir. clear o.f.

CMP corrugated metal pipe OD Co. county p PC col. column PCC cone. concrete perf.

constr. construction Pl constr. Jt. construction Joint pl.

cont. continuous POC corr. corrugated POS

er. creek POT cs point of curve to spiral pro}.

ctrs. centers psi CTSM contingent sum PT culv. culvert pvmt.

deer. decrement Q quant., Qty DHV design hour volume RR

DI drop inlet R.

dia. or D diameter R/W diag. diagonal rd.

diaph. diaphragm rdwy.

dist. distance reconst.

Dist. district reinf.

DLC donation land claim reqd.

dwg(s). drawing(s) res.

E E east Res.

e superelevation rate ret. wall El. 94.066 elevation with number RH elev. elevation Rt. or RT co emb. embankment rte.

i engr(s). Engineer(s) ss � EOP edge of pavement SADT N

EQ or eq. equation � SC g ER edge of road sec.

,-' et al and others shldr.

� et ux and wife spa.

EW edge of water spec.

z exc. excavation st.

,: exp.ft. expansion joint ST u, ext. exterior � sta.

C

F f. f. fill face std. � Fed. federal stiff.

FES flared end section str.

j fin. finish struc.

u, ftg. footing sym.

G ga. gage (gauge) T T 0 galv. galvanized T.

i gdr. girder tan.

H hdwl. headwall TBM HES homestead entry survey TCE

� hex. hexagon transv.

� horiz. horizontal TS

HW high water typ.

z hwy. highway V V

I ID inside diameter vert.

incl. inclusive,including vph incr. increment VP/ int. interior WW

J jt. Joint length of curve lamination latitude longitudinal lump sum left low water magnetic maintenance material maximum minimum monument mountain(s) north normal crown negative number on centers other face outside diameter point of curve point of compound curve perforate point of intersection plate point on curve point on spiral point on tangent project pounds per square inch point of tangent pavement quantities radius range right-of-way road roadway reconstruction reinforcement required reservoir Reservation retaining wall reference hub right route south seasonal average daily traffic point of spiral to curve section shoulder spacing, Spaces or Spaced specification street point of spiral to tangent station standard stiffener straight structural symmetrical tangent length township tangent temporary bench mark temporary construction easement transverse point of tangent to spiral typical design speed vertical vehicles per hour vertical point of intersection west

DRAINAGE SYMBOLS

Ditch (Existing, Proposed)

Flow Arrow

Drainage or Small Creek

Lake, Pond or Reservoir

Large Creek

Wetland

River

Spring

Bridge (Existing, Proposed)

Box Culvert (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

With End Sections (Existing, Proposed)

With Headwalls (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

Underdrain (Existing, Proposed)

Riprap Apron (Proposed)

I I rr -..t-:r -:i:t!

' .J._ .J._

LL�.,J_, .,u

SPRING

[>-- ---<l f------- -I )

I

---I uo 1------l uo I---

EROSION & SEDIMENT CONTROL SYMBOLS

Bonded Fiber Matrix Mulching �/2'.l Check Dam � Diversion Berm

Rolled Erosion Control Product � Riprap �'-dJ:'.l Fiber Roll (Ditch and/or Cut Slope)

Silt Fence ----t SF 1------l SF 1------l SF 1------l SF 1------l SF f--

Temporary Inlet Protection 0 Fiber Roll (Slope Protection)

FENCE & CATTLEGUARD SYMBOLS

Fence (Existing, Proposed)

Fence w/ Gate (Existing, Proposed) ---S-><:! ►◄

Cattleguard (Existing, Proposed) � � �

GEOLOGIC SYMBOLS

Boring Location (Existing, Proposed) � �

Material Source x

STATE PROJECT

SHEET

NUMBER

NM

NM FS 220(1)

A2

ROMERO CREEK BRIDGE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

Sheet 1 of 2

Sheet and Description

B2 B3 S2

Grading and Surfacing

Summaries

Miscellaneous Summaries

General Notes & Estimates

BID

SCHEDULE

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-1000 SURVEY AND STAKING, BRIDGE LPSM ALL

A0060 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.041 0.041

A0080 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 0.082 0.082

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 20101-0000 CLEARING AND GRUBBING ACRE 0.29 0.03 0.32

A0200 20304-2000 REMOVAL OF BRIDGE LPSM ALL

A0220 20420-0000 EMBANKMENT CONSTRUCTION CUYD 292 28 320

A0240 20801-0000 STRUCTURE EXCAVATION CUYD 210 210 Contract Quantity

A0260 20803-0000 STRUCTURAL BACKFILL CUYD 70 70 Contract Quantity

A0280 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 210 10 220

A0300 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 74 8 82

A0320 41201-0000 TACK COAT TON 0.3 0.02 0.32

A0340 55201-0100 STRUCTURAL CONCRETE, CLASS A,(AE) CUYD 46 46 Contract Quantity

A0360 55401-1000 REINFORCING STEEL LB 4900 4900 Contract Quantity

A0380 55504-0000 PRE-FABRICATED STEEL BRIDGE,(14' x 48' modular steel vehicular bridge) LPSM ALL

A0400 60101-0000 CONCRETE CUYD 10 10

A0420 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 50 50

A0440 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 4 4

A0460 61707-0000 STRUCTURE TRANSITION RAILING LNFT 50 50 Contract Quantity

A0480 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0500 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH WIDTH HOUR 20

A0520 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

A0540 62201-2750 MOTOR GRADER HOUR 20

A0560 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0580 62301-0000 GENERAL LABOR HOUR 20

A0600 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A0620 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 0.26 0.04 0.3

A0640 62510-1000 SEEDING, DRY METHOD ACRE 0.26 0.04 0.3

A0660 62515-1000 MULCHING, DRY METHOD ACRE 0.26 0.04 0.3

A0680 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0700 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0720 63701-0000 FIELD OFFICE EACH 1

PAY ITEM

NUMBER

LINE

ITEM

NO.

C

U se rs \J ac ob

.M cC lo ud

\D ow nl oa ds m w

-s um m ar y-qu an tit ie s

(2 xl sm

]S he et 3-

Ju l-

1:

A

M

A M E N D

SUMMARY OF QUANTITIES

100% Estimate Report Date: 07/03/25

Remarks and/or Determination of Estimated Quantity

Estimated Quantities

ALLOWANCEUNITPAY ITEM DESCRIPTION

PROJECT

B1NM FS 220(1)

ROMERO CREEK BRIDGE

SHEET

NUMBER

:5

P

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

\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

MISCELLANEOUS SUMMARIES

STATE PROJECT

NUMBER

SHEET

NM

B3

Drawing No. Description

BRIDGE DRAWING INDEX

RG3204-A

RG3204-B

TYPICAL SECTION

Elevations are at profile grade @ C Rdwy.L

S ta

.0

B e g in

B ri d g e

S ta

.0

E n d B ri d g e

PROFILE GRADE DIAGRAM

No Scale

8,245

8,240

8,235

8,230

8,225

8,220

8,215

8,210

-6.400%

41' VC -1.000% 51' VC

+3.0

97%

V

I

L

,2 .2

L

,2 .2

V

I

P C

.6

N

PLAN

ELEVATION

Length of Bridge = 50'-0"

BRIDGE PLAN & ELEVATION

BRIDGE PLAN & ELEVATION

B. ROBINSON AUNLESS NOTED

1"= 10'-0"

El. 8235.07

Sta. 103+68.00

Begin Bridge

El. 8234.57

Sta. 104+18.00

End Bridge

R o m e r o C r e e k

EXP

EXP

Grade = -1.000%

El. 8235.07

El. 8235.07

Gutterline (typ.)

C Rdwy.L

WINGWALL C

WINGWALL A

WINGWALL B

WINGWALL D

El. 8234.57

El. 8234.57 ty p

ABUT. 2

ABUT. 1

Bridge Railing

Thrie Beam steel decking with asphalt fill.

steel girders and structural

Modular steel bridge with

L

L

L

@ 7' Rt. of C Rdwy.

Approximate existing ground ground @ C Rdwy.

Approximate existing

@ 7' Lt. of C Rdwy.

Approximate existing ground

Profile Grade at top of asphalt pavement.

Note: Deck elevations shown are

(typ. both sides)

Rail post spa. "2 1" = 46'-102

115 spa. @ 3'-1 "4 31'-6"4

31'-6

GENERAL NOTES & ESTIMATE

Q

Q100

HYDRAULIC DATA

Q

Q200

(cfs)

Q

(ft/s)

V

(ft)

El.WS

(ft)

Scour El.

RG3204-C

RG3204-D

RG3204-E

RG3204-F

RG3204-G

RG3204-H

FOUNDATION PLAN

SUMMARY OF BORING LOGS

TRANSITION RAILING

RG3204-I

REBAR LIST

RG3204-J

ABUTMENT 1

ABUTMENT 2

62 4.6 8222.9

10.0

10.7

11.6

8226.2

8227.1

8228.2

100Q WS El. = 8227.1

RG3204-K

EXCAVATION/BACKFILL DETAILS

min. of freeboard above 100 year water surface elevation.

capacity requirements: Bridge low chord provides 3 feet

= 8227.1 (measured 16 feet upstream of bridge). Hydraulic

100 year water surface elevation used to determine freeboard

Note: Water surface elevations are at upstream face of bridge.

RG3204-L

WINGWALL ABUTMENT 1

WINGWALL ABUTMENT 2

P. CLARK

S1

S. BELCHER

(typ.)

El. = 8231.6

Low chord

El. 8226.0

El. 8222.0 stream bed (typ.).

to be removed to 1' below

Existing bridge abut.

Finished Grade

10'-0" W ing

(typ. @ Abut. 1)

14'-0" W ing

(typ. @ Abut. 2)

See RG3204-K for details.

(typ. @ all four corners).

Structure transition railing

REBAR LISTRG3204-M

NO.

PROJECTSTATE

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAWING NO.DATEBRIDGE DRAWINGPROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONS

BY

DATENO.

REVISIONS

/2

/2

N

N M

\2

(1

B ri d g e \R

G

\C

A D

D F il e s \D

G N

F il e s \r g p e .d g n

RG3204-

NM

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NM FS 220(1) ROMERO

of 13 JUNE 2025

NONE BB. ROBINSON

GENERAL NOTES & ESTIMATE

2 P. CLARK S. BELCHER

S2

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g g n .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

FOUNDATION PLAN

CUNLESS NOTED

1"= 10'-0"

B. ROBINSON

8,245

8,240

8,235

8,230

8,225

8,220

8,215

8,210

ELEVATION

ABUT. 2

ABUT. 1

L

L

L

@ 7' Rt. of C Rdwy.

Approximate existing ground ground @ C Rdwy.

Approximate existing

@ 7' Lt. of C Rdwy.

Approximate existing ground

Profile Grade

LASER Printer dimensions

P C

.6

N

PLAN

El. 8235.07

Sta. 103+68.00

Begin Bridge

El. 8234.57

Sta. 104+18.00

End Bridge

R o m e r o C r e e k

C Rdwy.L

WINGWALL C

WINGWALL A

WINGWALL D

to be removed superstructure

Existing bridge

LASER Printer dimensions

FOUNDATION NOTES:

Location

Abut. 1

Abut. 2

Location

Abut. 1

Abut. 2

Max. Bearing PressureMax. Bearing Pressure

FOUNDATION TABLE

WINGWALL B

S ta

.5

C B rg

A b u t.

L

S ta

.5

C B rg

A b u t.

L

47'-0"

2'-6"2'-6"

5'-0"

(t y p

(t y p

1'-6" 1'-6"

(typ.)

(t y p

Q WS El. = 8227.1100 ty p

Grade = -1.000%

Finished grade

Berm El. 8227.0

Berm El. 8229.5

(t y p

(t y p

6.39 ksf (Strength I)

7.44 ksf (Strength I)

P. CLARK

6'-6"

(typ.)

S3

3'-6"3'-0"

El. 8226.0

El. 8222.0 stream bed (typ.).

to be removed to 1' below

Existing bridge abut.

(typ.)

S. BELCHER

Highway Division, Geotechnical Services Branch, Lakewood, Colorado.

by U.S. Dept. of Transportation, Federal Highway Administration, Central Federal Lands

See Final Geotechnical Report, dated December 2022, Romero Creek Bridge, prepared

14'-0" W ing

(typ. @ Abut. 2)

(typ. @ Abut. 1)

10'-0" W ing

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g f o u n d a ti o n .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NM FS 220(1) ROMERO

of 13 JUNE 2025

ELEVATION

PLAN

RQD

x x x

Boring No.

Location

Elev.

Ground Water

Depth at time of drilling (ATD)

Graphic material description

Blow count per foot with standard penetration test (SPT) in accordance with AASHTO T206

Unified Soil Classification

Practical refusal SPT

Core Run

% Core Recovery Shaded

Depth Terminated

Plan View

LEGEND

TYPICAL TEST HOLE LOG

TYPICAL TEST

HOLE SYMBOL

Approximate location of any sampled hole

BH20-02

BH20-01

El. 8235.07

Sta. 103+68.00

Begin Bridge

El. 8234.57

Sta. 104+18.00

End Bridge

R o m e r o C r e e k

C Rdwy.L

WINGWALL C

WINGWALL A

WINGWALL B

WINGWALL D

Basalt (Bedrock) gravel (SW-SM)

Sand with silt and gravel (SP-SC)

Sand with clay and

N

8,238

8,236

8,234

8,232

8,230

8,228

8,226

8,224

8,222

8,218

8,220

8,236

8,234

8,230

8,232

8,228

8,226

8,224

8,222

8,220

El. 8235.0

El. 8237.0

STA 103+37, 14.5 ft. LT

STA 105+54, 8.5 ft. RT

BH20-02

BH20-01

El. 8232.5

El. 8221.0

El. 8218.0

El. 8230.0

SUMMARY OF BORING LOGS

D4

S4

RQD

RQD

Lakewood, Colorado.

Central Federal Lands Highway Division, Geotechnical Services Branch, prepared by U.S. Dept. of Transportation, Federal Highway Administration, See Final Geotechnical Report, dated December 2022, Romero Creek Bridge, B. ROBINSON P. CLARK NONEB. MCGARITY

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g b o ri n g .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NM FS 220(1) ROMERO

of 13 JUNE 2025 ground

Approx. existing r o a d w a y s e c ti o n

1'-6"

Structural Backfill

Pay Limits for

Begin or End Bridge

1'-6"

Structure Excavation

Pay Limits for

1'-6" location.

Estimated bedrock

1'-6" 1'-6"

Grade

Profile Begin or End Bridge

Approx. existing ground

Pay Limits for Structural Backfill

Fill face

Finished grade

Finished grade

WINGWALL STRUCTURAL BACKFILL PAY LIMITS

ABUTMENT STRUCTURAL BACKFILL PAY LIMITS

DETAILS

EXCAVATION/BACKFILL

ABUTMENT STRUCTURE EXCAVATION PAY LIMITS

WINGWALL STRUCTURE EXCAVATION PAY LIMITS

1'-6"

(29 CFR, Part 1926, Subpart P, Excavation)

Per OSHA Safety Regulation.

Short term excavation slope ratios (V:H):

Finished grade

Grade

Profile ground

Approx. existing Begin or End Bridge

1'-6"

Structure Excavation

Pay Limits for

1'-6"

Grade

Profile

ALTERNATE FOOTING EMBEDMENT DETAIL

location.

Actual bedrock

Structure Excavation

Pay Limits for

FOUNDATION NOTES:

Fill face b e d r o c k u n d is tu r b d in to s o u n d m in e m b e d b e d r o c k u n d is tu r b in to s o u n d m in e m b e d surface under footing.

Level, roughened

NONE

may be used.

Recycled excavation material conforming to 704.03.

Backfill material may be used.

Recycled excavation material conforming to 704.03.

Backfill material

601 Concrete

B. ROBINSONP. CLARK 5 E

S5 to construction.

of 601 concrete is found to exceed 3' notify CO prior shall be included in pay item for "Concrete". If depth footing depths required for placement of 601 concrete

3. Excavation and removal of material below specified

Footing Embedment Detail.

is encountered below specified depths). See Alternate into bedrock requirements can not be met (i.e. bedrock

2. Provide Item 601 concrete where footing embedment foundation preparation requirements.

1. See subsection 208.08 of Special Contract Requirements for

S. BELCHER

N

N

M \2

(1

B ri d g e \R

G

\C

A D

D F il e s \D

G N

F il e s \r g e x c a v a ti o n d e ta il s .d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

ABUTMENT 1

(typ.)

1' -0 ty p.

Fill face

C Brg. & C Abut.L L bridge manufacturer (typ.).

& anchor bolts per prefabricated

Elastomeric bearing pad

8'-0" 8'-0"

1'-0" 1'-0"

7'-2"

C Rdwy.L

7'-2" instructions.

Attach to wall per manufacturer's

Class 2, Type C geotextile.

Geocomposite sheet drain with

10"

SECTION A-A

" = 1'-0" 8

3Scale

C Brg.L

Top of Rdwy.

c lr

2'-0"

1'-0"2'-0"

5'-0" outlet pipe. Cap ends of pipe.

Provide T-connection @ pipe wrapped with geotextile.

ABBREVIATIONS:

b.f. = Both faces o.f. = Other face f.f. = Fill face

S6

UNLESS NOTED

" = 1'-0"4 prior to ordering materials and constructing abutments.

Final dimensions & elevations to be coordinated with bridge manufacturer

Other face daylight.

discharge pipe. Extend to sheet drain. (typ.)

Geocomposite

B. ROBINSON

details.

wingwall reinforcement

See RG3204-H for

'-0

" (ty p

WINGWALL B

WINGWALL A

El. 8235.07

El. 8231.81

El. 8226.00

3'-0"10'-0"3'-0"

30°

ABUTMENT 1 PLAN

ABUTMENT 1 ELEVATION

P. CLARK

2'-1"7'-2"7'-2"2'-1"

16 spa. @ 11"= 14'-8", #4A11'-0" 6" 6"

1'-0"

#4A3 (typ.)

#4A1 (typ.)

(typ.)

#5A4 b.f.

A b

.f

#5A2 (typ.)

#5F4 (typ.)

#5A4 (typ.)

#4A3 (6 tot.)

1'-6"1'-6"

Sta. 103+68.00

Begin Bridge s p a

6 F

A

1'-4 8"1'-4

8"

C Rdwy.L

#4A1

#5A2

#5F4

#5F1 #5F2

#5F3 (14 tot.)

#5F2 o.f. (typ.)

#5F1 f.f. (typ.)

#5F3

4-#5A4

S. BELCHER

#5A4 (4 tot. top)

Begin Bridge

"2

217 spa. @ 11" = 15'-7", #5A2, #5F1 f.f., #5F2 o.f. & #5F4"2

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g a b u t.

d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

ABUTMENT 2

Fill face

C Brg. & C Abut.L L bridge manufacturer (typ.).

& anchor bolts per prefabricated

Elastomeric bearing pad

8'-0" 8'-0"

1'-0" 1'-0"

7'-2"

C Rdwy.L

7'-2" instructions.

Attach to wall per manufacturer's

Class 2, Type C geotextile.

Geocomposite sheet drain with

10"

L

SECTION A-A

" = 1'-0" 8

3Scale

C Brg.L

Top of Rdwy.

w/ drain grate C 3" Ø weephole c lr

3'-0"

1'-6"2'-0"

6'-6" outlet pipe. Cap ends of pipe.

Provide T-connection @ pipe wrapped with geotextile.

ABBREVIATIONS:

b.f. = Both faces o.f. = Other face f.f. = Fill face

UNLESS NOTED

" = 1'-0"4 prior to ordering materials and constructing abutments.

Final dimensions & elevations to be coordinated with bridge manufacturer

Other face daylight.

discharge pipe. Extend to

2'-1"7'-2"7'-2"2'-1" sheet drain. (typ.)

Geocomposite details.

wingwall reinforcement

See RG3204-I for

1' -0 ty p.

'-0

" (ty p

(typ.)

WINGWALL C

WINGWALL D

3'-0"10'-0"3'-0"

ABUTMENT 2 PLAN

ABUTMENT 2 ELEVATION

El. 8222.00

El. 8231.34

El. 8234.57

30°

P. CLARK B. ROBINSON

-2% s p a

A b

.f

#4A3 (6 tot.)

1'-6"1'-6"

#5A4 (typ.)

16 spa. @ 11"= 14'-8", #4A11'-0" 6" 6"

1'-0"

#5A2 (typ.)

#4A3 (typ.)

#4A1 (typ.)

(typ.)

#5A4 b.f.

9"9"

3" Ø weephole (typ.)

#5F4 (typ.)

Sta. 104+18.00

End Bridge

7 G

S7

A

A

1'-4 8" 1'-4

8"

C Rdwy.L

#4A1

#5A2

#5F1

#5F2

#5F4

#5F3 (16 tot.)

#5F1 f.f. (typ.)

#5F2 o.f. (typ.)

#5F3

C Rdwy.L

4-#5A4

= 7'-0", #5F2 o.f. & #5A2 7 spa. @ 1'-0"

3" = 7'-0", #5F2 o.f. & #5A2 7 spa. @ 1'-0"

3"

3"31 spa. @ 6" = 15'-6", #5F1 f.f. & #5F43"

S. BELCHER

End Bridge

#5A4 (4 tot. top)

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g a b u t.

d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

B. ROBINSON

UNLESS NOTED

"= 1'-0"4

10'-0"

6'-0"

Fill face

L by sheet drain manufacturer.

Provide drain grate recommended recommendations.

to wall per manufacturers

Class 2, Type C geotextile. Attach

Geocomposite sheet drain with A

Measured along f.f.

#4W2 (typ.)

SECTION A-A

Other face

-2%

WINGWALL ELEVATION

A

#5W8 b.f.

"= 1'-0" 8 3Scale:

1'-0" b.f. = Both faces o.f. = Other face f.f. = Fill face

ABBREVIATIONS:

WINGWALL PLAN

#5W bars f.f.

Fill face

10'-0"

El. 8226.00

El. 8235.07 El. 8235.07

"8

10'-4

#4W bars (typ.)

WINGWALL ABUTMENT 1

(WINGWALL A SHOWN, WINGWALL B SIMILAR)

(WINGWALL A SHOWN, WINGWALL B SIMILAR)

P. CLARK

3"1'-3"= 5'-0" 4 spa. @

1'-3"

1'-3"= 2'-6" 2 spa. @

S8

8 H

W a e s p a

W a c s p a

1'-0"

SECTION B-B

#5W bars f.f.

Fill face

#4W bars (typ.)

B B

#4W bars o.f. #4W bars o.f.

#4W bars

#5W bars f.f. (typ.)

#4W bars o.f. (typ.)

#4W2 b.f.

#4W1e b.f.

5W5 f.f.

#4W1a b.f.

#4W1(a-e) b.f.

#4W4c o.f.

#5W3e f.f. &

#4W4a o.f.

#5W3a f.f. &

Geocomposite sheet drain.

Geocomposite sheet drain.

1'-10" min. lap splice

#4W10

W s p a

W s p a

1'-0"1'-3"1'-3"

#4W9 (3 tot.)

#4W10 (4 tot.)

C lr

#4W2 or #4W10

#4W9 or #4W10

#5W6 f.f. & #4W7 o.f. (typ.)

S. BELCHER

Finished grade

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g w in g w a ll

.d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

SECTION A-A

Fill face Other face

-2%

L by sheet drain manufacturer.

Provide drain grate recommended recommendations.

to wall per manufacturers

Class 2, Type C geotextile. Attach

Geocomposite sheet drain with

14'-0"

10'-0"

Measured along f.f.

#4W2 (typ.)

WINGWALL PLAN

b.f. = Both faces o.f. = Other face f.f. = Fill face

ABBREVIATIONS:

A

WINGWALL ELEVATION

#6W8 b.f.

"= 1'-0" 8 3Scale:

1'-0"

#6W bars f.f.Fill face

14'-0"

"8

14'-4

El. 8234.57El. 8234.57

El. 8222.00

#4W bars (typ.)

UNLESS NOTED

"= 1'-0"4

WINGWALL ABUTMENT 2

(WINGWALL C SHOWN, WINGWALL D SIMILAR)

(WINGWALL C SHOWN, WINGWALL D SIMILAR)

B. ROBINSONP. CLARK

#4W2 b.f.

Finished grade

1'-3"= 3'-9" 3 spa. @

1'-3"

7 spa. @ 1'-3"= 8'-9"3"

9 I

S9

SECTION B-B

#6W bars f.f.

Fill face

#4W bars (typ.)

B B

#4W bars o.f. #4W bars o.f.

#4W bars o.f. (typ.)

#4W bars

#6W bars f.f. (typ.)

W o

.f s p a

W f .f s p a

6W5 f.f.

#4W1a b.f.

#4W1(a-h) b.f.

#4W1h b.f.

#4W4f o.f.

#6W3k f.f. &

#4W4a o.f.

#6W3a f.f. &

Geocomposite sheet drain.

Geocomposite sheet drain.

1'-10" min. lap splice

C lr

1'-3" 1'-3" 1'-3"

#6W6 f.f. & #4W7 o.f. (typ.)

#4W9 (3 tot.)

#4W10 (4 tot.)

#4W10

W a k f

.f s p a

W a f o

.f s p a

#4W9 or #4W10

#4W10

#4W2 or

S. BELCHER

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g w in g w a ll

.d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

TYPICAL SECTION

UNLESS NOTED

" = 1'-0"

L

Steel railing post (typ.)

0%Side dam (typ.)

decking (galvanized)

Structural steel

TYPICAL SECTION

splice at diaph.

Optional field bolted

L e m b e d decking crest.

" depth above steel 8 corrugations to provide

Asphalt pavement. Fill pads per bridge manufacturer.

and elastomeric bearing

Anchor bolts, bearing plates, Bridge Railing

Thrie Beam

End guard angle

Gdr./Prefab Bridge Length = 48'-0"

C Brg.

Begin or

End Bridge gdr. clearance 1" min.

1'-6"1'-6"

TYPICAL SECTION @ ABUTMENT

1'-1" 1'-1"3 spa. @ 4'-0" = 12'-0" m a x m in to W-beam.

railing. Thrie Beam

Structure transition

2" gap

10" endwall

B. ROBINSON J

S10

1" (typ.)

"4 137'-0" 7'-0""4

Diaphragm (typ.)

Weathering Steel girder (typ.).

Weathering steel

NOTES:

item 40301-0100.

Asphalt pavement and tack coat on bridge deck is included in pay asphalt lifts.

Apply tack coat to entire steel deck surface and between of all foreign material.

Prior to application of tack coat, clean steel decking surface decking

Galvanized steel prior to ordering materials and constructing abutments.

Final dimensions & elevations to be coordinated with bridge manufacturer

(typ.) TL-2 rating min.

(10 ga.) w/ weathering agent coating.

Galvanized Thrie-Beam Bridge Railing

S. BELCHERP. CLARK

C Bridge C Rdwy.L

See sheet A6.

Asphalt pavement.

Connection plate (typ.)

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g t y p ic a l.

d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

TYPICAL PLAN VIEW

TYPICAL ELEVATION VIEW

B

3 Spaces 3'-1 ½"

Transition to W-Beam

6'-3" Non-Symmetrical

W-Beam

6'-3"

B

37 ½"

Rail Section of Splice

Center line

9'- 4 ½"

A

A

Direction of Traffic

6'-3"

NON-SYMMETRICAL(10 GA.)

TRANSITION SECTION

37 ½"

(10 GA.) ELEMENT SECTION

THRIE-BEAM (3'- 1 ½")

bolts w/washers.

Button head splice

12 ~ ⅝" Dia. x 1 ¼"

8"

6"

CL

⅜

W6 x 8.5

W6 X 9.0 or

4 ¼

1"

STEEL POST & BLOCK

(Showing Standard Block)

SECTION B-B

SECTION A-A

Block (6"x 8"x 22" Nom).

requires a Thrie-Beam This post location

(6"x 8"x 14" Nom) Standard Block

Low Speed Transition

Button head splice bolts 12 ~ ⅝" Dia. x 1 ¼"

Button head splice bolts 8 ~ ⅝" x 1 ¼" nut.

post bolt with washer and

1~ ⅝" Top button head

GENERAL NOTES

TRANSITION RAILING

Bridge

Bridge

NONE

Prefabricated Bridge) (included with Pay Item for

Limit of Steel Bridge Railing

End Bridge Begin or

12'-6" Pay Length for Stucture Transition Railing See Roadway Plans for Approach Railing

Beam Transition TL-2 Mash Compliant, GF(31) TL2-19".

8. Transition is adapted from TxDOT low speed transition "Metal Beam Guard Fence Thrie

See Section 563 of Special Contract Requirements.

7. Apply a weathering agent coating to all exposed steel components of bridge transition railing.

6. Fabricate and construct railing to the horizontal and vertical alignment of the roadway.

5. Posts shall not be set in concrete, of any depth.

4. Material for steel posts shall conform to ASTM A36, and shall be galvanized after fabrication.

galvanized.

Washers shall conform to ASTM F436, Type 1. All attachment hardware shall be

3. Button head bolts shall conform to ASTM A307. Nuts shall conform to ASTM A563.

" double recessed nuts.8 5" with 4

1" x 18 5 Button head "splice" bolts are thickness of the nut and the washer and not more than 1" beyond it.

2. Button head "post" bolts shall be of sufficient length to extend through the full

1. Rail elements shall meet the requirements of AASHTO M180, Type I, Class B.

P. CLARK B. ROBINSON S. BELCHER

S11

11 K

/2

/2

N

N M

\2

(1

B ri d g e

\R G

\C A

D D

F ile s \D

G N

F ile s \r g tr a n s it io n r a il.

d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NOTES

b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

NONEB. ROBINSON B. ROBINSON

REBAR LIST (1 of 2)

REINFORCING STEEL SCHEDULE DIMENSION TABLE

BAR MK SIZE TYPE PIN SZ LOCATION QTY LENGTH WEIGHT A B C D E F G H J K O R

ABUTMENT 1

V or N

2117 0'-3" 4'-1" 0'-6" 4'-1"8'-8"#4A1 1224 Stirrups

1816 0'-3¾" 0'-10" 2'-8" 1'-3½" 2'-0¼" 1'-5½" 1'-5¼" 2'-8¾"6'-9½"#5A2 1285 Stirrups

6STR 18'-2"18'-2"#4A3 734 Horiz. b.f.

12STR 15'-8"15'-8"#5A4 1965 Horiz. b.f.

1817 0'-3¾" 5'-3¾" 2'-7"7'-11"#5F1 1495 Vert. f.f.

1817 0'-3¾" 5'-3¾" 3'-7"8'-11"#5F2 1675 Vert. o.f.

14STR 17'-8"17'-8"#5F3 2585 Horiz. top & bot.

22STR 4'-8"4'-8"#5F4 1075 Trans. top

1199 LBSSUBTOTAL

ABUTMENT 2

V or N

2117 0'-3" 4'-1" 0'-6" 4'-1"8'-8"#4A1 1224 Stirrups

1716 0'-3¾" 0'-10" 2'-8" 1'-3½" 2'-0¼" 1'-5½" 1'-5¼" 2'-8¾"6'-9½"#5A2 1205 Stirrups

6STR 18'-2"18'-2"#4A3 734 Horiz. b.f.

22STR 15'-8"15'-8"#5A4 3595 Horiz. b.f.

3217 0'-3¾" 8'-11" 3'-2"12'-1"#5F1 4035 Vert. f.f.

1717 0'-3¾" 8'-11" 4'-8"13'-7"#5F2 2415 Vert. o.f.

16STR 17'-8"17'-8"#5F3 2955 Long. top

36STR 6'-2"6'-2"#5F4 2325 Trans. top

1845 LBSSUBTOTAL

WINGWALL A & B

V or N sets of

STR 3'-3½"

to

6'-7½" at 0'-10"

Incr.

3'-3½" to

6'-7½" at 0'-10"

Incr.

#4W1 664 Vert. b.f.

16STR 7'-2"7'-2"#4W2 774 Vert. b.f.

sets of

2 0'-3¾" 0'-10" 6'-8¼" to

10'-11¼" at 1'-0¾"

Incr.

7'-6½" to

11'-9½" at 1'-0¾"

Incr.

#5W3 995 Horiz. f.f.

sets of

2 0'-3" 0'-8" 6'-8¼" to

10'-11¼" at 2'-1½"

Incr.

7'-4½" to

11'-7½" at 2'-1½"

Incr.

#4W4 384 Horiz. o.f.

22 0'-3¾" 0'-10" 12'-0"12'-10"#5W5 275 Horiz. f.f.

1052 0'-3¾" 9'-8½" 1'-4½" 0'-8¼" 1'-2½"11'-1"#5W6 1165 Horiz. f.f.

652 0'-3" 9'-10½" 1'-9¾" 0'-11" 1'-7¼"11'-8½"#4W7 474 Horiz. o.f.

452 0'-3¾" 7'-2" 2'-8½" 2'-3" 1'-6½"9'-10½"#5W8 415 Diagonal b.f.

6STR 3'-11½"3'-11½"#4W9 164 Vert.

82 0'-3" 0'-8" 3'-2"3'-10"#4W10 204 Vert.

548 LBSSUBTOTAL

WINGWALL C & D

V or N sets of

STR 3'-3½"

to

9'-10" at 0'-11¼"

Incr.

3'-3½" to

9'-10" at 0'-11¼"

Incr.

#4W1 1404 Vert. b.f.

16STR 10'-8"10'-8"#4W2 1144 Vert. b.f.

sets of

2 0'-4½" 1'-0" 6'-8¾" to

15'-6" at 0'-10½"

Incr.

7'-9" to

16'-6" at 0'-10½"

Incr.

#6W3 3956 Horiz. f.f.

B

STR

TYPE 2

A G

B A

DB

C

K

H

O

TYPE 16

B

C

D

OPTIONAL LEG

TYPE 17

D

C

B

A

TYPE 52

Dimensions in bending diagrams are out-to-out of bars1.

12 L

S12

S. BELCHER

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g r e b a r.

d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

NONEB. ROBINSON B. ROBINSON

REBAR LIST (2 of 2)

REINFORCING STEEL SCHEDULE DIMENSION TABLE

WINGWALL C & D

V or N

(CONTINUED)

sets of

2 0'-3" 0'-8" 6'-8¾" to

15'-6" at 1'-9"

Incr.

7'-5" to

16'-2" at 1'-9"

Incr.

#4W4 944 Horiz. o.f.

22 0'-4½" 1'-0" 16'-6¾"17'-6½"#6W5 536 Horiz. f.f.

1052 0'-4½" 13'-11½" 1'-4½" 0'-8¼" 1'-2¾"15'-4"#6W6 2306 Horiz. f.f.

652 0'-3" 14'-1½" 1'-9¾" 0'-11" 1'-7¼"15'-11"#4W7 644 Horiz. o.f.

452 0'-4½" 12'-4¼" 3'-9¼" 3'-0¼" 2'-3¾"16'-1½"#6W8 976 Diagonal b.f.

6STR 7'-6"7'-6"#4W9 304 Vert.

82 0'-3" 0'-8" 3'-2"3'-10"#4W10 204 Vert.

1244 LBSSUBTOTAL

B

STR

TYPE 2

A G

B

D

C

B

A

TYPE 52

NOTES

b.f. = both faces o.f. = other face f.f. = fill face

Abbreviations:

Dimensions in bending diagrams are out-to-out of bars1.

S13

M13S. BELCHER

N

N

M \2

(1

B ri d g e \R

G \C

A D

D F il e s \D

G N

F il e s \r g r e b a r.

d

U.S. DEPARTMENT OF TRANSPORTATION

KARL EIKERMANN

GILA NATIONAL FOREST

ROMERO CREEK BRIDGE

CATRON COUNTY, NEW MEXICO

CREEK BRIDGE

Sign panel

4''Existing ground

Existing ground m in m in m a x

S e e N o te

NOTES:NOTES:

NO SCALE

Traffic flow

Tr af fic fl ow

Tr af fic fl ow

U-CHANNEL STEEL POST SQUARE TUBULAR STEEL POST WOOD POST

POST SIZE HOLE DIAMETER

4'' x 4''

4'' x 6''

6'' x 6''

Not Required

1.5''

2''

3'

4'

4'

D

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

Four

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

latest edition, for additional information.

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

Refer to Detail E633-04 for sign bracing details.

Refer to Detail E633-01 for sign mounting latest edition of the MUTCD.

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

For sign punching details, see the blank position.

Maintain the post assembly in a plumb specified.

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

Attach the square tubular steel post to per post.

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

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

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

Place non-breakaway signs outside apart.

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

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

Breakaway sign support is not required for m a x

633-A

T3

STATE PROJECT

T

IM

E

D

G N

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

D

A T

E

U

S E

R

NUMBER

SHEET

NM

Scale in Feet

5000' 10000'

AHEAD

DETOUR

AHEAD

DETOUR

CLOSED

ROAD

AHEAD

CLOSED

ROAD

AHEAD

DETOUR

DETOUR

ROAD

CLOSED

ROAD

CLOSED

B

B

B

DETOUR

DETOUR

CLOSED

ROAD

AHEAD

DETOUR

4 MILES

3.5 MILES

CLOSED

ROAD

AHEAD

CLOSED

ROAD

AHEAD

W16-3aP

FR 220

W20-3

W16-3aP

FR 220

W20-3

M4-10 L

FR 220

M4-10 L

FR 220

M4-10 R

FR 220

W20-3

W20-3

W20-2

W20-2

M4-10L

M4-10R

4 MILES

W16-3aP

W20-3

R11-2

Type 3 Barricade

R11-2

Type 3 Barricade

Project Location

NM FS 220(1)

M4-10 R

FR 220

DETOUR

Proposed Detour

Proposed Detour

CLOSED

ROAD

AHEAD

7.5 MILES

W16-3aP

W20-3

DETOUR

DETOUR

FR 220

M4-8 FR 220

M4-8

LUNA

ALPINE

24 Miles

Eager, AZ

N M

N M

N M

A Z

A Z

A Z

:2 u ly

U n ti tl e d D e s ig

N M

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

A D

D S h e e ts

\T \D iv e r s io n S h e e t.

d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROPOSED DETOUR

STATE PROJECT

NUMBER

SHEET

NM

NM FS 220(1)

T4

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a

C

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 the distance to the work area in feet or in miles. Install an additional W20-1 The message on the W20-1 signs may be ROAD WORK AHEAD or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name If W20-1 is placed on a roadway other than that on which the actual

Cover post-mounted signs when not applicable.

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

the CO.

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

NCHRP-350 or MASH for crashworthiness.

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

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

Vary messages as required.

signs, locate the warning signs to fit field conditions as approved by the CO.

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

to this project. The Contractor may add or delete information and details in Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to Section 635 of the Special Contract Requirements for allowable

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

verify that an encroachment permit has been obtained.

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

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

Ro ad N ame

SIGN SPACING TABLE

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

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

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

:2 u ly

S td

-1

N

M \2

(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

NM FS 220(1)

T5

See post detail (typ.)

Break-away holes.

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" dia. bolts 4 1Attach sign panels with a minimum of 2 -a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, 6" x 6" or larger.

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

use 7' minimum mounting height for main sign

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

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

by the CO.

State standards may be used as an alternative if approved

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

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

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

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

1.5

1.5

1.5

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-14

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

:1

J u n e

S td

-1

N

M \2

(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

ROMERO CREEK BRIDGE

T6

5.2 19.8 5.2

FR 220

:2

J u n e

D

D e s ig n S u r v F t

N M

\2

(1

R o a d w a y

\C A

D D

S h e e ts

\T -6

\T ra ff ic

C o n tr o l

S ig n .d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

635-A

CONSTRUCTION SIGN

STATE PROJECT

NUMBER

SHEET

NM

T7