NM FTFW RIMO 10(1) Plans.pdf

PDF 14 MB Posted Oct 26, 2020

Attached to: NM FTFW RIMO 10(1) Entrance Road and Parking Areas
Solicitation number: 6982AF20B000040
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This notice provides details for a federal solicitation seeking construction services. The Department of Transportation Federal Highway Administration is soliciting bids for the NM FTFW RIMO 10(1) Entrance Road and Parking Areas project through solicitation number 6982AF20B000040. Bids are due as indicated in the attached Invitation for Bid located in the file NM FTFW RIMO 10(1) Plans.pdf. The solicitation seeks construction services to build an entrance road and parking areas. No other details on products, services, pricing, terms, timelines, or awardees are provided in this notice.

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Other files

File	Type	Posted
BID TABS RIMO.pdf	PDF	Dec 22, 2020
Bid Opening Summary NM FTFW RIMO 10(1) Rio Mora National Wildlife Refuge Road and Visitor Parking Rehab.pdf	PDF	Dec 2, 2020
Hydraulic_Report RIMO.pdf	PDF	Oct 26, 2020
NM FTFW RIMO 10(1) Rio Mora NWR Road and Visitor Parking Rehab IFB .pdf	PDF	Oct 26, 2020

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(By Letter Dated 8/3/2020) Anna Weyers, Refuge Manager 8/3/2020

Hahn, Philip R

Digitally signed by Hahn, Philip R

Date: 2020.08.14

09:12:37 -06'00'

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT

Date: 2020.09.10 12:33:44 -06'00'

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

et ux et al

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DHV

decr.D culv.

CTSM

ctrs.

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

beg.

b.f.B asph.

appr.

alt.

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

VPI

vph vert.

typ.

transv.

TCE

TBM

tan.

sym.

struc.

str.

stiff.

std.

sta.

st.

spec.

spa.

shldr.

sec.

SADT

rte.

Rt. or RT

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

quant., QtyQ pvmt.

psi proj.

POT

POS

POC

pl.

perf.

PCC

PCP

o.f.

o.c.O

no. or # neg.

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

Lt. or LT

LPSM

long.

lat.

lam.

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S

Y M N

M F T F

W R I

M O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

Seasonal Construction Buffer

ADA Parking Symbol (Proposed)

Post and Cable Fence (Proposed)

36 31

6 1

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S

Y M N

M F T F

W R I

M O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

SURVEY CONTROL

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d C

T L N

M F T F

W R I

M O .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

SITE MAP

3002 3003

190+00

195+00

1200'600'0

Scale in Feet

N ew M ex ic o

Building

Environmental Educational

Administration

Thaw Lodge

Bunkhouse

Station 100+22.00

Main Entrance Road "A" (010AZ)

NM FTFW RIMO 10(1)

Begin Project

Station 196+59.62

Main Entrance Road "A" (010AZ)

NM FTFW RIMO 10(1)

End Project m ile s

W at ro u s m il e s

G o lo n d ri n a s

Station 200+20.00

Main Entrance Road "B" (010BZ)

Begin

Station 215+56.46

Main Entrance Road "B" (010BZ)

End

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S

T E N

M F T F

W R I

M O .d

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

NO SCALE

NOTE:

MAINLINE

TYPICAL SECTIONS

Average 18 ft

Existing width varies depth varies. Native soil in locations

Existing aggregate surfacing

(CANYON DESCENT)

EXISTING TYPICAL SECTION

2Fil l s lop e

1' 8' 8' 1'

Traveled way Traveled way

1.5%

Subgrade

10'

Subgrade

Clearing and construction limits

2.2.

ground

Existing ground

Existing

Cu t s lo pe

1:2

Hinge point

course

6" Aggregate surface surfacing)

(top of

Profile grade

192+50 to 196+60

Pullout Widening from 179+25 to 180+46

175+25 to 179+25

Pullout Widening from 174+35 to 175+25

171+40 to 174+35

Pullout Widening from 170+10 to 171+40

165+15 to 170+10

Pullout Widening from 163+95 to 165+15

158+75 to 163+95

TYPICAL SECTION

per Plan Dimensions

(1.5% Target, 2% Max.)

See Plan

215+00

192+00

ADA Parking Pad Section

Pavement, Plain

6" Minor Concrete

Course

4" Aggregate Surface

Provide flush transition

See Plan for adjacent Surfacing.

See Pullout Widening Details on sheet A8 for additional information.

See Typical Sections Details for Special End Conditions and locations.

and superelevation rates for the roadway.

See the cross sections and PNP sheets for cross slopes

See the cross sections for cut and fill slope ratios.

necessary. See end condition details on sheet A8.

Provide a 0.5' deep ditch on the left side and a 0.5' deep ditch on the right side, as slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

1V:

DETAIL C T12 to T14 for guardrail system details

See sheet B6 for guardrail summary and guardrail locations only

1' widening at

See Detail C grade

Finished tr a v e le d w a y

E d g e o f

Hinge point

8" block

See Sheet T12 For Details

Guardrail Mount

Flexible Delineator mulching limits seeding and

Conserved topsoil, mulching limits seeding and

Conserved topsoil, STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

Y P N

M F T F

W R I

M O

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

T2LT1

Mainline

Edge of travel lane

TYPICAL WIDENING AND PULLOUT PLAN

Station to Station

PULLOUT SUMMARY

R T

Y P .T

Y P

Side (ft)

(ft)

179+25 to 180+46

174+35 to 175+25

170+10 to 171+40

163+95 to 165+15

101+00 to 102+98

DETAILS

TYPICAL SECTIONS

-1.5%

-1%

1:2

Existing Ground end condition varies for locations where

See cross sections

RIGHT DITCH END CONDITION

right side of roadway

Detail applies to the

Cu t s lop e 1.5%

1:2

154+50 to 159+25 d it c h

.5 m in for extent of riprap ditch

See drainage summary ground

Existing

1:4

1.5%

Cu t s lo pe1:

end condition varies for locations where

See cross sections d it c h

.5 m in

RIGHT DITCH END CONDITION

right side of roadway

Detail applies to the

136+60 to 137+00

136+00 to 136+40

1:4

Fill slope Existing Ground end condition varies for locations where

See cross sections

END CONDITION

133+30 to 139+20

Except 136+00 to 137+00 of right side and left sides of roadway

Detail applies to both right

1:2

Existing Ground end condition varies for locations where

See cross sections

RIGHT DITCH END CONDITION

right side of roadway

Detail applies to the

Cu t s lop e

1.5% 1:2

180+26 to 180+43

166+57 to 166+88 d it c h

1:4

1.5%

Cut s lope

10% end condition varies for locations where

See cross sections right side of roadway

Detail applies to the

1.5% to 4% Varies

1:2

Cut slope

Existing Ground

d it c h

.5 left side of roadway

Detail applies to the

LEFT DITCH END CONDITION

182+81 to 186+00

RIGHT END CONDITION

136+40 to 136+60

NOTE:

See A6 and A7

1. Pavement section depth and materials to match adjacent mainline section.

pond bottom

Existing

Cross Slope

Begin Pullout

End Pullout

T Y P . 2

R T

Y P seeding and mulching limits Conserved topsoil, Construct 1:4 slope seeding and mulching limits Conserved topsoil, seeding and mulching limits Conserved topsoil, seeding and mulching limits Conserved topsoil, seeding and mulching limits

Conserved topsoil, .0 seeding and mulching limits Conserved topsoil, extent of riprap ditch summary for

See drainage

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

Y P N

M F T F

W R I

M O

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

Sheet and Description

B3 B4 B5 B6 B7

Erosion Control, Clearing, Removal

Summaries

Grading and Utilities

Summaries Surfacing Summary

Drainage, Guardrail, Fence, Curb, Seeding

Summaries

Signing, Marking, TTC

Summaries Allowance

Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15205-0000 SLOPE, REFERENCE, AND CLEARING AND

GRUBBING STAKE LPSM ALL

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 8

A0080 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 2.100

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 (TEMPORARY

CONSTRUCTION CONTROLS) LPSM ALL

A0180 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0200 20101-0000 CLEARING AND GRUBBING ACRE 4 4

A0220 20301-0600 REMOVAL OF CATTLE GUARD EACH 1 1

A0240 20301-1100 REMOVAL OF GATE EACH 3 3

A0260 20301-2400 REMOVAL OF SIGN EACH 6 6

A0280 20302-0700 REMOVAL OF FENCE LNFT 685 685

A0300 20302-2100 REMOVAL OF PIPE CULVERT LNFT 57 57

A0320 20315-0000 SAWCUTTING PAVEMENT LNFT 65 65

A0340 20401-0000 ROADWAY EXCAVATION CUYD 4,651 349 5,000

A0360 20441-0000 WASTE CUYD 2,066 2,066

A0380 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 39 39

A0400 25120-0200 RIPRAP DITCH, METHOD A, CLASS 2 LNFT 523 27 550

A0420 25125-0000 BOULDER EACH 70 5 75

A0440 30110-0000 AGGREGATE SURFACE COURSE TON 12,254 746 13,000

A0480 40301-0000 ASPHALT CONCRETE PAVEMENT TON 22 3 25

A0500 40601-0000 FOG SEAL TON 0.06 0.04 0.10

A0520 41101-1000 PRIME COAT, METHOD 1 TON 0.16 0.04 0.20

A0540 41105-0000 BLOTTER TON 0.2 0.2

A0560 41201-0000 TACK COAT TON 0.06 0.04 0.10

A0580 50101-2600 MINOR CONCRETE PAVEMENT, PLAIN,

6-INCH DEPTH SQYD 89 89

A0600 60201-0800 24-INCH PIPE CULVERT LNFT 268 12 280

A0620 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 7 7

A0640 60915-1000 WHEELSTOP, CONCRETE EACH 2 2

A0660 61701-5150 GUARDRAIL SYSTEM MGS, TYPE 4, CLASS

B WOOD POSTS LNFT 2,125 2,125

A0680 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 2 2

A0700 61901-1000 FENCE, BARBED WIRE, 5 STRAND LNFT 440 25 465

A0720 61902-0900 GATE, METAL EACH 1 1

MileStone: 100% Estimate

Date Completed: 08/07/20

Report Date: 08/07/20

Line

Item

No.

Pay Item

Number

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

Remarks and/or

Determination of Estimated

Quantity

Pay Item Description Unit

Estimated

Quantities

U s e rs

\u d a tt a \D e s k to p \R

\A ft e r

Q C \P la n s

O S O

Q .x ls m

]S h e e t

STATE PROJECT

B1NM FTFW RIMO 10(1)NM

NUMBER

Sheet and Description

B3 B4 B5 B6 B7

Erosion Control, Clearing, Removal

Summaries

Grading and Utilities

Summaries Surfacing Summary

Drainage, Guardrail, Fence, Curb, Seeding

Summaries

Signing, Marking, TTC

Summaries Allowance

Bid

Schedule

A0740 61902-1800 GATE, METAL, 24 FEET WIDTH

(AUTOMATIC) EACH 1 1

A0760 61903-0700 CATTLE GUARD, 24 FEET BISON GATE EACH 4 4

A0780 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH

DEPTH ACRE 4.16 0.34 4.50

A0800 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 4.16 0.34 4.50

A0820 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 4.16 0.34 4.50

A0840 63301-0000 SIGN SYSTEM EACH 11 11

A0860 63309-0200 DELINEATOR, TYPE 2 EACH 80 80

A0880 63401-0000 PAVEMENT MARKINGS LNFT 278 278

A0900 63405-0850 PAVEMENT MARKINGS, TYPE B,

ACCESSIBILITY SYMBOL EACH 2 2

A0920 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 200 200

A0940 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 125 125

A0960 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 80 80

A0980 63610-1600 CONDUIT, 2-INCH, PVC LNFT 11,971 11,971

A1000 63621-1000 UTILITY BOX, PULLBOX EACH 22 22

A1020 63622-0000 UTILITY TRENCH LNFT 6,111 6,111

-A u g -2

MileStone: 100% Estimate

Date Completed: 08/07/20

Report Date: 08/07/20

U s e rs

\u d a tt a \D e s k to p \R

\A ft e r

Q C \P la n s

O S O

Q .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Schedule A

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of Estimated

Quantity

STATE PROJECT

B2NM FTFW RIMO 10(1)NM

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

A B N

M F T F

W R I

M O

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1) B3

SUMMARY

CLEARING, REMOVAL

EROSION CONTROL,

M c p w w o r k in g c e n tr a l0 d T

A B N

M F T F

W R I

M O

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1) B4

UITILITIES SUMMARIES

GRADING AND

M c p w w o r k in g c e n tr a l0 d T

A B N

M F T F

W R I

M O

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1) B5

SURFACING SUMMARY

V P I

E L

-0.440%

100' VC

V P I

E L

+1.120%

+0.670%

100' VC

V P I

E L

+1.320%

100' VC

V P I

E L

+1.900%

100' VC

V P I

E L

100' VC

V P I

E L

+3.520

100' VC

V P I

E L

+2.030%

100' VC

V P I

E L

+1.430%

200' VC

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

Superelevation Diagram

NM NM FTFW RIMO 10(1)

SPEED

LIMIT

R2-1

STOP

R1-1

Curve = CA1

PI 100+47.92

R = 150.00'

T = 18.37'

L = 36.56'

Curve = CA2

PI 101+71.94

R = 1,000.00'

T = 79.77'

L = 159.21'

Curve = CA3

PI 103+16.59

R = 350.00'

T = 33.70'

L = 67.20'

Curve = CA4

PI 108+41.47

R = 2,000.00'

T = 108.50'

L = 216.78'

Curve = CA5

PI 113+31.71

R = 5,000.00'

T = 61.70'

L = 123.39'

P O

P C

P T

P C

P T

P C

P T

-5%

100+00 101+00 102+00 103+00 104+00 105+00 106+00

Match Existing

Main Entrance Road "A" (010AZ)

NM FTFW RIMO 10(1)

100+22.00

Begin Project

107+00 108+00 109+00 110+00 111+00 112+00 113+00

200'100'0

Scale in Feet

RIO MORA ENTRANCE ROAD (010AZ) - PLAN AND PROFILE

E = 327846.56

N = 1754730.80

Main Entrance Road "A" (010AZ)

NM FTFW RIMO 10(1)

100+22.00

Begin Project

N e w M e x ic o

S H

E E

T C

M A

T C

H L I N

+1.5% RT

-1.5% LT

+1.5% RT

-1.5% LT

0.0% RT

-1.0% LT

CA1

CA2

CA3

CA5

(Match Existing)

Salvage to Refuge Gateway Arch and Remove Existing and Salvage to Refuge Remove Existing Sign to Refuge Gate and Salvage Remove Existing

See special detail 619-A with Bison Gate Cattle Guard and replace Remove Existing

N 31°30'54" E

(By Others) Future Entrance Kiosk

(Speed Limit) Remove Existing Sign

HCL Entrance Road (010AZ) and Salvage to Refuge Remove Existing Sign axis of rotation

Profile grade and sheet G2 for details.

Place boulders, see

Boulders, LT/RT (See Sheet G2) install at spacing noted on B4.

details. Pull Boxes not shown, See sheets T17 and T18 for

Electrical and Spare conduit.

Gate (Automatic) Metal Vehicle

+0.220%

V P I

E L

+1.780%

100' VC

V P I

E L

100' VC

V P I

E L

+1.000% +1.900%

100' VC

V P I

E L

100' VC

V P I

E L

+0.020%

100' VC

-0.680%

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

Superelevation Diagram

NM NM FTFW RIMO 10(1)

Curve = CA6

PI 119+16.18

R = 5,000.00'

T = 24.70'

L = 49.39'

Curve = CA7

PI 126+84.65

R = 10,000.00'

T = 106.36'

L = 212.71'

P C

P T

P C

-5%

114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00

200'100'0

Scale in Feet

RIO MORA ENTRANCE ROAD (010AZ) - PLAN AND PROFILE

126+00 127+00113+00

S H

E E

T C

M A

T C

H L I N

S H

E E

T C

A T

C H L I N

+1.5% RT

-1.5% LT

HCL Entrance Road (010AZ) axis of rotation

Profile grade and spacing noted on B4.

Pull Boxes not shown, install at sheets T17 and T18 for details.

Electrical and Spare conduit. See

P I

E L

-0.680%

+0.830%

100' VC

V P I

E L

+0.240%

100' VC

V P I

E L

200' VC V

P I

E L

-3.500%

100' VC

V P I

E L

-4.690% +4.25 0%

275' VC

V P I

E L

100' VC

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

Superelevation Diagram

NM NM FTFW RIMO 10(1)

6795 6795

67956795

Curve = CA8

PI 132+30.28

R = 850.00'

T = 91.91'

L = 183.10'

Curve = CA11

PI 140+19.20

R = 800.00'

T = 97.93'

L = 194.89'

Curve = CA7

PI 126+84.65

R = 10,000.00'

T = 106.36'

L = 212.71'

P T

P C

P T

P C

P T

Curve =

CA8

PI 132+30.28

R = 850.

00'

T = 91.9 1'

L = 183.1 0'

P C

P T

Curve =

CA9

PI 134+96.12

R = 900.

00'

T = 110.

11'

L = 219.1 2'

L = 115.58'

Curve = CA10

PI 138+45.29

R = 1,000.00'

T = 57.85'

P T

P C

200'100'0

Scale in Feet

RIO MORA ENTRANCE ROAD (010AZ) - PLAN AND PROFILE

-5%

127+00

128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00

6830 6830

S H

E E

T C

M A

T C

H L I N

S H

E E

T C

M A

T C

H L

-1.5% LT

+1.5% RT

Pond

Existing

HCL Entrance Road (010AZ)

Riprap, Class 2

Culvert

Remove Existing see sheet D1 for details proposed 24" culvert Inlets, existing pond bottom to

20' wide opening ditch from axis of rotation

Profile grade and

C u lv e r t

R e m o v e E x is ti

E d S e c t i o n s L

P la c e

M P spacing noted on B4.

Pull Boxes not shown, install at sheets T17 and T18 for details.

Electrical and Spare conduit. See on limits of fill placement

Contractor to coordinate with CO shown by the dashed line here.

Place waste materials within the limits

See sheet B4 for waste quantities.

Fill the existing pond with waste generated fron the project.

+3.320

V P I

E L

+1.500%

80' VC

V P I

E L

-0.170%

130' VC

V P I

E L

120' VC

V P I

E L

-0.740% -1.670%

80' VC

V P I

E L

-0.910%

70' VC

V P I

E L

60' VC

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

Superelevation Diagram

NM NM FTFW RIMO 10(1)

AHEAD

ONE LANE

ROAD

W20-4

R1-1

STOP

Curve = CA12

PI 142+38.34

R = 2,000.00'

T = 76.76'

L = 153.45'

Curve = CA13

PI 146+08.83

R = 1,700.00'

T = 152.28'

L = 303.75'

Curve = CA14

PI 148+17.74

R = 775.00'

T = 55.85'

L = 111.51' Curve = CA15

PI 151+32.82

R = 900.00'

T = 163.18'

L = 322.85'

Curve = CA16

PI 153+64.19

R = 800.00'

T = 24.50'

L = 48.97'

P T

P C

P T

P C

P T

P C

P T

P C

4 P T

P C

P T

POT 2

+00 .00

200'100'0

Scale in Feet

RIO MORA ENTRANCE ROAD (010AZ) - PLAN AND PROFILE

141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00

-5%

S H

E E

T C

M A

T C

H L I N

S H

E E T C

M A

T C

H L

See Sheet C8 for 010BZ Profile.

+1.5% RT

-1.5% LT

-1.5% RT

+1.5% LT

Overhead Power Crossing

146+50 C4 and Salvage to Refuge

Remove Existing Sign

(010BZ)

HCL Entrance Road

(010AZ)

HCL Entrance Road and Reseeded.

Entire Area to be Restored

Staging Area.

axis of rotation

Profile grade and

E n tra n c e R o a d

B Z

Sta. 200+12.77 = 010BZ

Sta. 147+74.74 = 010AZ at spacing noted on B4.

Boxes not shown, Install and T18 for details. Pull conduit. See sheets T17

Electrical and Spare

Corral

Gates. See Section 619.

Connection for Automatic

Electrical Service

(Manual)

Metal Vehicle Gate limits.

with CO on waste disposal

Contractor to coordinate limits of fill placement.

details and sheet C8 for

B4 for waste quantity existing pond. See sheet waste after filling the to be filled with remaining

Existing depression limits

-7.730%

VPI 162+45

EL 6,753.25

-11.650%

110' VC

V P I

E L

130' VC

V P I

E L

-1.610%

-5.460%

135' VC

V P I

E L

-13.710%

60' VC

V P I

E L

-11.760%

30' VC

V P I

E L

30' VC

-15.280%

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

Superelevation Diagram

NM NM FTFW RIMO 10(1)

E L

60' VC

VPI 156+30

EL 6,810.01-1.530%

-5.470%

50' VC

VPI 157+30

EL 6,804.54

-8.930%

100' VC

V P I

E L

40' VC

V P I

E L

-7.050%

40' VC

V P I

E L

-10.060%

80' VC

VPI 161+00

EL 6,767.48

-15.000% -13.240%

50' VC

VPI 161+55

EL 6,760.20 -7.730%

60' VC

SPEED

LIMIT

R2-1

SPEED

LIMIT

R2-1

155+00

Curve = CA18

PI 157+46.76

R = 300.00'

T = 55.76'

L = 110.25'

Curve = CA17

PI 156+15.38

R = 125.00'

T = 63.06'

L = 116.81'

Curve = CA19

PI 160+07.62

R = 800.00'

T = 80.19'

L = 159.85'

Curve = CA20

PI 161+68.17

R = 250.00'

T = 59.97'

L = 117.72'

Curve = CA21

PI 163+78.98

R = 225.00'

T = 99.09'

L = 186.68'

Curve = CA22

PI 167+78.92

R = 925.00'

T = 175.27'

L = 346.44'

155+00

PC 155+52.32

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

200'100'0

Scale in Feet

RIO MORA ENTRANCE ROAD (010AZ) - PLAN AND PROFILE

155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00

-5%

SHEET C4

MATCH LINE 155+00

S H

E E

T C

M A

T C

H L I N

+1.5% LT

-1.5% RT

CA17

CA18

-15.280%

Guardrail System, Lt (See sheet T12-T13) of rotation

Profile grade and axis

(See sheet T14)

Guardrail Terminal Section, Lt

N o E n d S e c ti o n

E x is ti n g

M P

E n d S e c ti o n L

E x te n d E x is ti n g

M P

Remove Existing Sign

Riprap, Class 2

N 45°25'21" E for Wildlife)

Existing Sign (Watch

Remove and Reset

(010AZ)

HCL Entrance Road

Riprap, Class 2

Fence

Remove Existing

N 12°55'04" E for Details

Section See sheet T14

Guardrail Terminal for Details

See Sheet T12-T13

Guardrail System

Detail

See sheet T19 for

Delineator, Type 2.

Mount See sheet T12 for Details

Flexible Delineators Guardrail

See pullout details this sheet

Pullout Widening

-14.580%

P I

E L

-9.760%

45' VC

V P I

E L

30' VC

VPI 182+10

EL 6,556.82

-13.860%

50' VC

VPI 182+60

EL 6,551.65

30' VC

-10.330%

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

Superelevation Diagram

NM NM FTFW RIMO 10(1)

VPI 174+55

EL 6,654.17

80' VC

V P I

E L

-7.760% -12.680%

70' VC

V P I

E L

-1 .0

50' VC

V P I

E L

70' VC

V P I

E L

-15.280%

-9.220%

80' VC

V P I

E L

-9.880%

30' VC

V P I

E L

0 -3.220%

110' VC

V P I

E L

-8.670%50' VC

VPI 173+45

EL 6,658.38

-3.820%

120' VC

10661

0 1

Curve = CA23

PI 171+09.56

R = 450.00'

T = 95.50'

L = 188.21'

Curve = CA24

PI 173+49.27

R = 500.00'

T = 35.95'

L = 71.77'

Curve = CA25

PI 175+51.51

R = 325.00'

T = 53.22'

L = 105.51'

Curve = CA26

PI 178+38.46

R = 325.00'

T = 15.51'

L = 31.00'

Curve = CA27

PI 179+49.45

R = 275.00'

T = 36.42'

L = 72.42'

Curve = CA28

PI 180+82.86

R = 400.00'

T = 47.86'

L = 95.27'

Curve = CA29

PI 181+87.90

R = 250.00'

T = 24.14'

L = 48.13'

C u r v e C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

PT 1

85+

71.8

200'100'0

Scale in Feet

RIO MORA ENTRANCE ROAD (010AZ) - PLAN AND PROFILE

169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00

-5%

S H E E T C

M A T C

H L

+1.5% LT

-1.5% RT

+4.0% RT

-4.0% LT

Overhead Power Crossing

182+98

Guardrail System, Lt (See sheet T12-T13)

E n d S e c ti o n L

E x is ti n g

M P

Section, Lt (See sheet T14)

Guardrail Terminal

E n d S e c ti o n L

P la c e

M P

R e m o v e E x is ti n g C u lv e r t

Buffer, See SCRs

Construction

Seasonal

174+70.34

Remove Existing Gate

Riprap, Class 2 HCL Entrance Road (010AZ)

619-A special details

Bison Gate see

Ditch to Drain

Field Grade for Curve Data

See Sheet C7

Riprap, Class 2 5 Strand

Fence, Barbed Wire, Fence

Remove Existing rotation

Profile grade and axis of for Details

Sheet T12-T13

System See

Guardrail

See Sheet T12 for Details

Guardrail mount

Flexible Delineators

T14 for Details

Section, See Sheet

Guardrail Terminal

See Sheet T19 for Detail

Delineator, Type 2

See Sheet T19 for Detail

Delineator, Type 2

See pullout details this sheet

Pullout Widening

See pullout details this sheet

Pullout Widening

See pullout details this sheet

Pullout Widening

E L

90' VC

V P I

E L

+0.630% +0.310%

100' VC

V P I

E L

100' VC

V P I

E L

+0.770% -0.280%

100' VC

V P I

E L

120' VC

V P I

E L

+0.440% -0.310%

90' VC

V P I

E L

+0.940%

100' VC

-7.880%

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

Superelevation Diagram

NM NM FTFW RIMO 10(1)

VENT

6550 6550

AHEAD

ONE LANE

ROAD

W20-4

RESERVED

PARKING

VAN

ACCESSIBLE

R7-8

R7-8P

OUTLET

W14-2

C u r v e C

Curve = CA31

PI 185+39.68

R = 75.00'

T = 37.74'

L = 69.94'

Curve = CA32

PI 187+39.94

R = 5,000.00'

T = 84.76'

L = 169.50'

Curve = CA33

PI 190+84.29

R = 5,000.00'

T = 181.45'

L = 362.74'

Curve = CA34

PI 193+70.49

R = 2,000.00'

T = 84.55'

L = 169.00'

Curve = CA35

PI 195+83.46

R = 500.00'

T = 60.36'

L = 120.14'

Curve = CA30

PI 185+45.83

R = 60.00'

T = 262.61'

L = 161.54'

PT 182+11.89

PC 182+83.22

P T

P C

P T

P C

P T

P C

P T

P C

P T

P O

200'100'0

Scale in Feet

RIO MORA ENTRANCE ROAD (010AZ) - PLAN AND PROFILE

Match Existing

Main Entrance Road "A" (010AZ)

NM FTFW RIMO 10(1)

196+59.62

End Project

E = 327803.59

N = 1762098.26

Main Entrance Road "A" (010AZ)

NM FTFW RIMO 10(1)

196+59.62

End Project

183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00

-5%

+4.0% RT

-4.0% LT

+1.5% LT

-1.5% RT

Thaw House

Bunk House

Hay Barn

Maintenance

Educational Building

Environmental

Parking Area

Resurface Gravel

Parking Area

Resurface Gravel

Parking Area

Gravel

Resurface

Overhead Power Crossing

189+29

Overhead Power Crossing

189+14

Overhead Power Crossing

187+52

Overhead Power Crossing

186+93

Overhead Power Crossing

185+96

Overhead Power Crossing

185+25

Overhead Telephone Crossing

189+14

100')

(Appoximately

Resurfacing

End

Existing Gate

Resurfacing at

End

As Shown

Road Each Way

Resurface Access details

See sheet C10 for

Accessible Parking Area, Area Layout, Typical

Sheet C10 Parking

Parking Area. See

Resurface Gravel to be relocated by Refuge staff

Historical plow and wagon wheel

(010AZ)

HCL Entrance Road per Subsection 201.04.

Trim/prune branches

. Existing Tree

Preserve and Protect

Riprap, Class 2 axis of rotation

Profile grade and

V P I

E L

80' VC

V P I

E L

100' VC

V P I

E L

+2.020% +1.700%

100' VC

V P I

E L

+1.700% +0.250%

120' VC

+1.41%

+2.90%

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

Superelevation Diagram

NM NM FTFW RIMO 10(1)

+00

Curve = CB1

PI 205+68.50

R = 2,750.00'

T = 301.32'

L = 600.24'

PT 147+60.30

7+ .8

8+ .40

PC 1

+69 .64

P O

P C

P T

S H

E E

T C

A T

C H L I N

209+00208+00207+00206+00205+00204+00203+00202+00201+00200+00

-5%

RIO MORA ENTRANCE ROAD (010BZ) - PLAN AND PROFILE

+1.5% RT

-1.5% LT

200'100'0

Scale in Feet

+0.17% RT

-0.17% LT

A Z

E n tr a n c e R o a d

200+12.77 = 010BZ

147+74.74 = 010AZ

HCL Entrance Road (010BZ) axis of rotation

Profile grade and spacing noted on B4.

Pull boxes not shown, install at sheets T17 and T18 for details.

Electrical and Spare conduit. See

Contractor to coordinate with CO on waste disposal limits.

quantity details and sheet C4 for limits of fill placement.

waste after filling the existing pond. See sheet B4 for waste

Existing depression limits to be filled with remaining

M c p w w o r k in g c e n tr a l0 d P

L A N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1)

VENT

C10

100'50'0

Scale in Feet

Thaw House

Bunk House

Hay Barn

Maintenance

Building

Educational

Environmental

LAYOUT

PARKING AREA

Building

Administration

A1-1

A1-5

A1-4

A1-2

A1-3

A2-1

A2-2

A2-3

A2-4

A2-5

A2-6

300+00

301+00

A4-1

A4-2

A4-3

A4-4

A4-5

A3-1

A3-2

A3-3

A3-4

A3-5

A3-6

A3-7

A3-8

B1-1

B1-2

B1-3

B1-4

B2-1

B2-2

B2-3

B2-4

B2-5

B2-6

B2-7

B2-8 B2-9

B2-10

B2-11

B2-12

B2-13

B2-14

B2-15

B2-16 B2-17 B2-18

20'

20.1'

11.7'

20'

B2-19

Trees to Remain

Protect Existing Fence and

B2-20

B2-21

B2-22

A1-6

100'50'0

Scale in Feet

Slope in Any Direction

Pad, Not to Exceed 2% sheet T1 and T2 for details)

6" Plain Minor Concrete (see

Slope in Any Direction

Pad, Not to Exceed 2% sheet T1 and T2 for details)

6" Plain Minor Concrete (see

NOTE:

°0 '0 directed by the CO after resurfacing.

temporarily relocated, then reset with new rebar stakes as

Existing railroad tie "wheel stops" shall be protected, parking area shall be stripped of existing vegetation and weeds.

2. Prior to placement of new aggregate surface course, the areas.

1. 6" aggregate surface course shall be provided for the parking

M c p w w o r k in g c e n tr a l0 d P

N P

C N

M F T F

W R I

M O

.d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1)

PT 136+05.14

-40

-20 0

40'20'0

Scale in Feet

Remove Existing Culvert

32.33' LT

136+58.00

32.33' LT

136+54.00

32.33' LT

136+50.00

32.33' LT

136+46.00

Ditch opening

Identical Profile for Flanking Culverts

20 40-60 60

Elevation

Top of Berm

Elevation

Ditch Bottom

SECTION B-B

20' m a x

136+50

SECTION A-A

136+46

136+50

136+54

136+58

Existing pond bottom for Ditch Grading

Cut Slopes Detail

Inlet Treatment in

See Pipe Culvert

Elev. 6787.50

25.69' RT

136+40.00 Elev. 6791.00

60.01' RT

136+40.00

136+46 TO 136+58

CULVERTS- PLAN AND PROFILE

Slope = 0.43%

Length = 21 FT.

Existing 18" CMP

136+77

Proposed End Section

I.E. = 6786.50 ground

Existing pond bottom

Existing

Ditch opening bottom

I.E. = 6787.50

Slope = 1.8%

Length = 57 FT.

Proposed 24" CMP for underground power line

Proposed 2" PVC conduit waste fill area per section B-B shown below.

Maintain 20' wide channel thru

Elev. 6791.64

111.97' RT

136+40.00

M c p w w o r k in g c e n tr a l0 d P

N P

C N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1)

-40 0-20 0-20-40 0-20-40

CULVERTS - PLAN AND PROFILE

6787 6726

Existing Ground

I.E. = 6724.99

I.E. = 6726.50

Slope = 5.41%

Length = 28 FT.

Existing 24" CMP

Existing Ground

I.E. = 6653.28

I.E. = 6654.87

I.E. = 6724.80

2:1 Slope

Regrade Inlet Ditch, 20 40

I.E. = 6785.50

I.E. = 6784.85

I.E. = 6784.65

2:1 Slope

Regrade Inlet Ditch, Existing Ground

Section

Proposed End

End Section

Proposed

20 40

A A

Detail for Ditch Grading

Treatment in Cut Slopes

See Pipe Culvert Inlet 40'20'0

Scale in Feet

B B

40'20'0

Scale in Feet

C C

Detail for Ditch Grading

Treatment in Cut Slopes

See Pipe Culvert Inlet

40'20'0

Scale in Feet

Skew = 2.85°

159+25

11.23' RT

159+24.56

15.38' LT

159+25.88

Slope = 3.21%

Length = 20 FT.

Existing 24" CMP

Slope = 3.21%

Length = 3 FT.

Proposed 24" CMP Extension

Existing

Regrade Outlet Ditch, Match

159+25

SECTION A-A

166+50

SECTION B-B

173+72

SECTION C-C

10.87' RT

173+71.21

14.67' LT

173+73.02

Skew = 18.65°

173+72

15.61' LT

166+58.17

Skew = 26.51°

166+50

12.45' RT

166+44.15

Slope = 6.21%

Length = 26 FT.

Existing 24" CMP

M c p w w o r k in g c e n tr a l0 d P

N P

C N

M F T F

W R I

M O

.d g n

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1)

-40 0-20

CULVERTS - PLAN AND PROFILE

Existing Ground

I.E. = 6548.28

Slope = 1.02%

Length = 35 FT.

Existing 24" CMP

I.E. = 6548.24

Proposed End Section

Slope = 1.02%

Length = 37 FT.

Proposed 24" CMP

I.E. = 6548.66

I.E. = 6548.64

20 40

A A

40'20'0

Scale in Feet

18.35' LT

182+50.19

19.93' RT

182+63.11

Skew = 18.65°

182+56

SECTION A-A

Edge of pavement

Boulder (typ.)

0.5' to 2'

5' max. spacing 5' max. spacing between boulders

Proposed roadway for structural section details See typical section height boulder of3

Proposed roadway

NOTES:

(Without roadside ditch) (With roadside ditch)

7.7.

pavement Clear from pavement Clear from

BARRIER BOULDER PLACEMENT

Elevation

Plan

SECTION A-A SECTION A-A

randomly in clusters Place Boulders

251-A

10' min.

m in m in . with ground (typ.)

native material and blend Fill up to boulder with m in

5' min. 5' min.

BOULDER PLACEMENT DETAIL

placement detail, this sheet Boulder, see Boulder placement detail, this sheet Boulder, see Boulder

BOULDER PLACEMENT

details for structural section See typical section

25% to be approx. 4' x 4'

25% to be approx. 2' x 2'

50% to be approx. 3' x 3'

detail, this sheet Boulder, see Boulder placement

Finished grade m in

Vary adajcent boulders in size and dimension.

will be 5' min. or as determined by CO.

Distance from edge of pavement to face of boulders traffic use.

directions between the boulders to deter vehicular is complete, rip surfaces 10" in depth in opposite After embankment, excavation, and boulder placement the plans.

of the roadway, apply to either side as called out on The boulder placement plan, while shown on one side the terrain.

the characteristics of boulders indigenous to Boulders to be provided from local source. Match

Vary number of boulders as directed by CO.

Place boulders randomly within the maximum spacing.

Place boulders weathered side up.

Place as directed by the CO in coordination with the Refuge.

Boulder locations shown on the plans are approximate.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S p e c ia l-

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

S E

NUMBER

501-1

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

MINOR CONCRETE PAVEMENT

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NM FTFW RIMO 10(1)NM

U S

C c p w w o r k in g c e n tr a l0 d S td

.d g n

A u g u s t

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

PLAN PLAN

PROFILE PROFILE

REINFORCED MINOR CONCRETE PAVEMENTPLAIN MINOR CONCRETE PAVEMENT

Traffic Traffic

Transverse contraction joint

PAVEMENT

THICKNESS

TRANSVERSE

JOINT SPACING

See Note 2See Note 2

Provide the same type of dowel assemblies and tie bars for joints in plain portland cement concrete pavement as shown for joints in reinforced pavement.

Lap longitudinal and transverse reinforcement not

Transverse joint

Longitudinal joint

Tie bar

Dowel bar Dowel bar

See Standard 501-2 for joint and joint sealing details.

less than 15 inches.

(in) (ft)

6 = T <12

T < 6

(typ.)

24" ty p typ.

2" clear ty p c le a r ty p c le a r typ.

2" clear welded wire reinforcement or No. 4 bars

Slab reinforcement 4" x 4" - W6 x W6 reinforcement or No. 4 bars

W6 x W6 welded wire

Slab reinforcement 4" x 4" -

(inches) (inches)

10 < T = 12

8 < T = 10

T = 8

" typ.8 3" - 8

9"9"

18"18"

" - 1" typ.2

9"9"

" - 1" typ.2

18"18"

Smooth dowel @ 12" c-c

Deformed tie bar @ 30" c-c

" (typ.)8 3" - 8

Do not place tie bars within 15" of transverse joints.

" - 1" typ.2

Deformed tie bar @ 30" c-c

Smooth dowel @ 12" c-c

07/2013

C501-50

REVISED: 08/2014

DETAIL APPROVED FOR USE

STATE PROJECT

NUMBER

SHEET

M c p w w o r k in g c e n tr a l0 d C .d g n

S E

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

NM FTFW RIMO 10(1)NM T2

T/2

NOTE:

T/3

Tie Bar Diameter

Dowel Bar

NO SCALE

Thickness (T)

Pavement

T/3

T/2

T/3

CONTRACTION JOINT

UNTIED - LONGITUDINAL

UNDOWELED - TRANSVERSE and

See Note 7 Joint Sealant

2 x joint width) (Diameter = Backer rod

2 x joint width)

(Diameter =

Backer rod Fixture or structure

Expansion cap

See Note 7 Joint Sealant joint material

Expansion

SAWED OR FORMED JOINT

JOINT SEALING DETAILS

CONSTRUCTION JOINT

PLAIN - TRANSVERSE or LONGITUDINAL

is 2:1 or as recommended by sealant manufacturer.

silicone sealant is used, the width to depth shape factor

Maintain joint sealant shape factor of 1:1 except when construction with epoxy resin.

the tie bars and dowels into the existing concrete set into concrete during placement, drill and anchor

For construction joints, if tie bars and dowels are not approval.

planned construction joint locations to the CO for and longitudinal construction joints sparingly. Submit not included in the joint layout plan. Use transverse

Transverse and longitudinal construction joints are and length of the concrete surface.

Use expansion joint material extending the full depth

Install isolation joints when abutting a fixed structure.

Use deformed reinforcing bars for tie bars.

pavement.

and other steel used in the construction of concrete

Use epoxy-coated material for all tie bars, dowels, PAVEMENT JOINTS

MINOR CONCRETE

DOWELED - TRANSVERSE

CONTRACTION JOINT

TIED - LONGITUDINAL

CONTRACTION JOINT

DOWEL BUTT - TRANSVERSE

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

CONSTRUCTION JOINT

DOWELED - TRANSVERSE

ISOLATION JOINT

UNDOWELED - LONGITUDINAL

ISOLATION JOINT

Pavement surface

METAL ROUND PIPE CULVERT

METAL PIPE ARCH 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.

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S td

.d g n

FEDERAL LANDS HIGHWAY OFFICE

REVISED:

STANDARD

U.S. CUSTOMARY STANDARD

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1)

602-1

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

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

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

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

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

Watertight pipe joints are not required unless specified in the Special Contract Requirements.

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

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S td

.d g n

FEDERAL LANDS HIGHWAY OFFICE

U.S. CUSTOMARY STANDARD

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1)

602-2

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

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:

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

[5]

[6] underdrain [6]

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

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

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.

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

Width

H H

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

Finished subgrade

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

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

NUMBER

SHEET

NM NM FTFW RIMO 10(1)

602-3

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2017

REVISED: 4/1994 6/2005

or 36" (max.) for embankment installations not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

> 54"

12" to 54"

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

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

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

"/foot of cover,2 minimum

1'-0"

T5NM FTFW RIMO 10(1)NM

STATE PROJECT

S C c p w w o r k in g c e n tr a l0 d S td

.d g n

J u ly

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

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.)

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.

DESIGN B

CONNECTION TO CONCRETE

PIPE INLET END

DESIGN A

CONNECTION TO ANNULAR

CORRUGATED METAL PIPE

diameter

Span or

AWA

End Section

SpanR is e

Di am et er

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

H H 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.

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S td

FEDERAL LANDS HIGHWAY OFFICE

U.S. CUSTOMARY STANDARD

S E

NUMBER

SHEET

NM NM FTFW RIMO 10(1)

602-4

STANDARD APPROVED FOR USE 12/1993

DRAFT: 10/2007

REVISED: 4/1994 6/2005

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

0.079

0.064

0.105

0.075

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

0.079

0.064

0.105

0.075

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") m in

12" (max.) hole lap after expansion

1" Minimum

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3spacing for m in

12" (max.) hole 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:

Pay Limit

Pipe Culvert edge

Reinforced dimension of all pipe arch culverts.

D equals the diameter of all round pipe or the rise 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…

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File details come from the government source that posted it. Updated Oct 26, 2020.