NV FLAP 400(1) Logandale Final Plans2024.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2024.07.24 14:42:48 -06'00'

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

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.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

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

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

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

Ø

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)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

A2 :3

A

M

J u ly

S Y

M B

N

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ S

Y M

(L G

N D

L )4

.d g n

NV

Logandale Trails Access Rd

NV FLAP 400(1)

36 31

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)

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)

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

Section

Section

Township or Range Line

City

County

State

National

Boundaries

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

STATE PROJECT

NUMBER

SHEET

A3 :4

P

J u ly

S

Y M

N

V \4

(1

R o a d w a y \C

A D

D S h e e ts

\A -G e n s h t\ S

Y M

(L G

N D

L )4

.d g n

NV

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

CONTROL SHEET

A4

STATE PROJECT

NUMBER

SHEET

NV

Logandale Trails Access Rd

NV FLAP 400(1)

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Check Stations & Offsets

Add Stations & Offsets

Created

5/23/22

9/15/21

9/5/19 BR

SS

SS

2090 LISTON AVE

041-27-302-006

080101J INC

3241 N PIONEER RD

041-27-301-013

080101E INC

041-27-301-010

EMMA FORD

3150 MILLS ST

041-27-302-005

080101K INC

2140 LISTON AVE

041-27-302-031

HARDY

2120 LISTON AVE

041-27-302-040

BOWLER

2110 LISTON AVE

041-27-302-028

GRIMES

2060 LISTON

041-27-302-027

DEARDEN

W LISTON AVE

C L U

N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

041-27-101-013

LDS PRESIDING BISHOP CHURCH

C L U

N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

C L U

N

IO

N P

A C

IF

IC

R

A

IL

R O

A D

' R

O W P

E R D

E E

D B

O O

K

IN

S T . 1

041-28-000-002

USA

041-28-000-002

USA

041-28-000-001

STATE OF NEVADA

041-28-000-002

USA

041-32-000-001

USA

3135 N PIONEER RD

041-27-301-009

DALLEY

041-27-301-008

080101B INC

041-27-301-014

080101D

3235 N PIONEER RD

041-27-301-006

AZLEIN

041-28-000-001

STATE OF NEVADA

32 33

28 27

2121 22

3245 N PIONEER RD

041-27-301-012

JCXY LLC

3285 N PIONEER RD

041-27-301-001

JCXY LLC

041-27-201-002

JCXY LLC

Scale in Feet

1000' 2000'

NV FLAP 400(1)

Trail Access Road

End Logandale

Sta. 181+00

NV FLAP 400(1)

Access Road Loop

Logandale Trails

Sta. 300+00 to 307+66

NV FLAP 400(1)

Trails Access Road

Begin Logandale

Sta. 33+00

Loop Lot

Gravel Parking

Staging Area

Gravel Parking Lot

Staging Area

See Special 635-A

Infrastructure Sign

Install Bipartisan

See Special 635-A

Infrastructure Sign

Install Bipartisan

ACCESS ROAD

LOGANDALE TRAILS

SITE MAP

© 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 TomTom

20+00

40+00

140+00

180+00

170+00

150+00

50+00

BLMState of Nevada

LOGANDALE, NV

LOGANDALE, NV

To Echo Bay

29 miles

To Las Vegas, NV

59 miles

M u d d y R iv e r

N M o a p a V a ll e y B lv d

Hardy Ave

Whipple Ave

Marshall Ave

Liston Ave

Gubler Ave

Cameron Ave

R ic e S tr e e t

N P io n e e r

R d

N P io n e e r R d

:3

J u ly

S T

E

S h e e t]

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ S

T E

(L G

N D

L )4

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NV

Logandale Trails Access Rd

A5

MAINLINE

TYPICAL SECTIONS

1:4

2' 3.67'2'3.67'4'

8" Aggregate base

2%

Cut slope

(variable)

2% first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat top asphalt lift)

(applied to

Fog seal

See plans for locations of curves and superelevations

METHOD OF SUPERELEVATION ON CURVES

SubgradeSubgrade

Traveled way Traveled way ditch

Graded Shldr.

Min. superelevation 2% 8% Max. superele vation

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for pavement)

(top of

Profile grade

Shldr.

(variable)

Fill slope

1.

3.

2.

See Detail A

2.

cut slope

Rounded

60+20 to 76+20

46+50 to 59+60

35+00 to 45+00

LOGANDALE TRAILS ACCESS ROAD

TYPICAL SECTION

300+00 to 307+66

33+00 to 181+00

LOGANDALE TRAILS ACCESS ROAD

EXISTING TYPICAL SECTION

Existing ground limit stake

Slope

1:4

5'

Existing aggregate (depth unknown)

Placed in two lifts concrete pavement

3" Asphalt limit

Slope stake

Hinge point

Hinge point

Average 25 ft

16.67' 16.67'

9.67' Clear zone

11' 11'

7' Clear zone

B=5'F=5'

NOTE:

Refer to special 609-A for paved ditch details.

reduce the B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted to ensure adequate drainage and stability.

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

4.

3.

2.

1.

NO SCALE

6 - 24 inches high

Existing gravel berm

Sheet 1 of 3

1:4

2' 2.67'2'2.67'4'

8" Aggregate base

Existing Match

Cut slope

(variable)

Existing Match

SubgradeSubgrade

Traveled way Traveled way roadway aggregate)

(top of

Profile grade

Shldr.

(variable)

Fill slope

1.

3.

2.

2.

cut slope

Rounded

33+00 to 35+00

LOGANDALE TRAILS ACCESS ROAD

TYPICAL SECTION

Existing ground limit stake

Slope

1:4

5' limit

Slope stake

Hinge point

Hinge point

16.67' 16.67'

9.67' Clear zone

11' 11'

7' Clear zone

B=5'F=5'

Shoulder up with aggregate base

(safety edge)

Construct 30° pavement edge for structural section details

See mainline typical section

DETAIL A

Clearing and construction limits

Clearing and construction limits

Topsoil Limits

Varies

Seeding Limits

Seeding Limits

Varies

5'

5'

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

from 24 ft to 30 ft Existing width varies

1:4

(applies to both sides of roadway)

STATE PROJECT

NUMBER

SHEET

A6 :5

J u ly

T Y

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

Y P

(L G

N D

L )4

.d g n

NV

MAINLINE

TYPICAL SECTIONS

Sheet 2 of 3NO SCALE

NOTE:

Refer to Special 609-A for paved ditch details.

reduce the B and F dimensions to the actual cut height.

Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios.

slope ratios may be adjusted to ensure adequate drainage and stability.

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

4.

3.

2.

1.

pavement)

(top of

Profile grade

Shldr.

(variable)

Fill slope

1.

3.

2.

See Detail A

2.

cut slope

Rounded

178+60 to 181+00

TRANSITION WIDTH to 171+48

138+80 to 170+39

76+20 to 138+10

LOGANDALE TRAILS ACCESS ROAD

TYPICAL SECTION

ground

Existing limit stake

Slope

1:4

5'

Placed in two lifts concrete pavement

3" Asphalt limit

Slope stake

Hinge point

Hinge point

15.33' 15.33'

8.33' Clear Zone

11' 11'

7' Clear zone

B=5'F=5'

1:4

2'2.33'2'2.33'4'

4" Aggregate base

2%

Cut slope

(variable) 2% first asphalt lift)

(applied prior to

Prime coat

(applied between asphalt lifts)

Tack coat top asphalt lift)

(applied to

Fog seal

SubgradeSubgrade

Traveled way Traveled way pavement)

Profile grade

(variable)

Fill slope

1.

3.

2.

See Detail A

2.

cut slope

Rounded

300+00 to 307+66 LOOP

TRANSITION WIDTH FROM 170+08

TRANSITION to 178+60

171+48 to 177+40

LOGANDALE TRAILS ACCESS ROAD AND LOOP

TYPICAL SECTION

ground

Existing limit stake

Slope

1:4

5'

Placed in two lifts concrete pavement

3" Asphalt limit

Slope stake

Hinge point

Hinge point

9.83' 9.83'

7' Clear zone

11'

7' Clear zone

B=5'F=5'

1:4

2.33'2.33'4.67'

4" Aggregate base

2%

Cut slope

(variable) 2% first asphalt lift)

(applied prior to

Prime coat

Tack coat (applied between asphalt lifts) top asphalt lift)

(applied to

Fog seal

Topsoil Limits

Varies

Topsoil Limits

Varies

SubgradeSubgrade

Traveled way

Graded

Shldr.

2'

Shldr.

2'

Hinge point

8" block for structural section details

See mainline typical section

TYPICAL SECTION

MGS GUARDRAIL

Variable fill slope

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

Support

Lateral

Shoulder up with Aggregate Base

(safety edge)

Construct 30° pavement edge for structural section details

See mainline typical section

DETAIL A

Clearing and construction limits

Clearing and construction limits

5'

5'

Seeding Limits

Varies

Topsoil Limits

Varies

Seeding Limits

Varies

Seeding Limits

Varies

Topsoil Limits

Varies

Seeding Limits

Varies

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

2'2'

1:4

(applies to both sides of roadway)

STATE PROJECT

NUMBER

SHEET

A7 :5

J u ly

T Y

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

Y P

(L G

N D

L )4

.d g n

NV

11' 11'

8" Aggregate base

Traveled way Traveled way pavement)

Profile grade

Reinforced, 8-Inch Depth

Minor Concrete Pavement, Clearing and Construction limits

Shldr.

2'

Shldr.

2'

Subgrade

13'-0"

Subgrade

13'-0"

NOTE:

(Sta. 45+60-46+50)

Refer to the cross sections for locations of concrete pavement without Riprap.

See the SCR's for more information.

Place Riprap to drain. Cover all placed riprap with native material and topsoil.

See the cross sections for cut and fill slope ratios.

See the cross sections for roadway cross slope.

4.

3.

2.

1.

Varies

Existing ground Existing ground

2' thick

Placed Riprap, Method A, Class 3 2' thick

Placed Riprap, Method A, Class 3

(non-woven), Type C

Geotextile, Class 1

Concrete Barrier (typ.)

to Section 209.09

Backfill and compact material according

1. 1.

138+10 to 138+80

59+60 to 60+20

45+00 to 46+50

LOGANDALE TRAILS ACCESS ROAD

TYPICAL SECTION - CONCRETE LOW WATER CROSSING

Fill slope (variable)

2.

limit stake

Slope structural section Refer to typicals for

Edge of shoulder

Concrete Barrier revet mattress

12" depth

(non-woven), Type C

Geotextile, Class 1

144+40 to 146+50 LT

138+40 to 142+00 LT

137+75 to 138+10 LT

BANK PROTECTION

DETAIL B

See Detail C

Concrete pavement

Aggregate base 12" Revet mattress in the cost of the revet mattress.

Excavation and backfill are included

Backfill with excavated material

Concrete barrier

DETAIL C

2"

MAINLINE

TYPICAL SECTIONS

Detail applies to both sides of the roadway.

limit

Construction

Sheet 3 of 3

1:3

NO SCALE

4.

5'

5' limit stake

Slope limit stake

Slope

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

12' 12'

5'

6'

6"

Topsoil and seeding limits

STATE PROJECT

NUMBER

SHEET

A8 :5

J u ly

T Y

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\A -G e n s h t\ T

Y P

(L G

N D

L )4

.d g n

NV

4" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach x = 15' Minimum for type 2 approach x = 0' for type 1 approach

Standard Drawing 602-9).

roadway, use safety end sections (see placed within the clear zone of the mainline mainline recovery area. When a culvert must be radius to provide a flatter foreslope and increased

Place culverts at the end of the approach road

APPROACH ROADS

TYPICAL SECTIONS

widths greater than 15 feet.

Apply the normal crown to approach roads with

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft) W

WIDTH

MIN.

(ft) R

RADIUS

MIN.

N/A

4' (typ.)

Variable

Variable

A s

B

A

B

M a in li n

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

A

Variable

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

TYPICAL SYMBOL

M a in li n

A B

SECTION A-A

b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

NOTE:Paved length

NO SCALE

(1:6 desirable)

1:4 or flatter base edge Aggregate thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

TYPICAL PLAN

TYPE 3

APPROACH ROAD

base edge Aggregate b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

Approach Road

Flatten slope road connection on plan and profile sheet Example of symbol showing standard approach shown may be varied ±20°.

Under special conditions, the approach road angle 8.

4.

3.

8.

2.

3.

6.

2.

6.

2.

6.

7.

Typical culvert location edge subgrade

Normal

Aggregate base edge

R

R1 with mainline roadway construction.

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

Stations shown are approximate locations. Actual

8.

7.

6.

5.

4.

3.

2.

1.

maximum.

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

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

5. 5.

pavement edge Asphalt concrete pavement edge Asphalt concrete

Mainline stationing

1.

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Variable

W

Variable

3' minimum

16'x

20' desired 15' min.

1.3'

W

1.3' d

4' (typ.)

4' (typ.)

Subgrade edge

Aggregate base edge

End Section A-A

End Section A-A

Total length

Paved length

90° W

Type

Class

Typical maximum grade ±10%VPI

VPC

90°

Total length

WW

STATE PROJECT

SHEET

A9 :0

J u ly

A

N V

\4

(1

R o a d w a y \C

A D

D

S h e e ts \A

-G e n s h t\ A

P P

(L G

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.d g n

NV

Sheet and Description

B3 B4 B5 B6 B7

Grading Summary

Drainage Summary

Surfacing Summary

Signing and Pavement Markings

Summaries

Temporary Traffic Control

Summary

Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE MILE 2.948 2.948

A0060 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 7 7

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 1 1

A0100 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE (LOW WATER CROSSING) EACH 3 3

A0120 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 5.896 5.896

A0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0160 15401-0000 CONTRACTOR TESTING LPSM ALL

A0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0200 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0220 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0240 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0260 20101-0000 CLEARING AND GRUBBING ACRE 27.7 2.3 30.0

A0280 20301-2400 REMOVAL OF SIGN EACH 7 3 10

A0300 20302-0700 REMOVAL OF FENCE LNFT 782 43 825

A0320 20401-0000 ROADWAY EXCAVATION CUYD 32,177 2,823 35,000

A0340 20402-0000 SUBEXCAVATION CUYD 500 As directed by CO.

A0360 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 296.0 19.0 315.0

A0380 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED SQYD 403 22 425

A0400 30101-0000 AGGREGATE BASE TON 14,358 642 15,000

A0440 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 7,481 519 8,000

A0460 40601-0000 FOG SEAL TON 19.50 1.50 21.00

A0480 41102-1000 PRIME COAT, METHOD 1 SQYD 59,580 2,920 62,500

A0500 41105-0000 BLOTTER TON 100

A0520 41201-0000 TACK COAT TON 19.50 1.50 21.00

A0540 50101-0800 MINOR CONCRETE PAVEMENT, REINFORCED, 8-INCH DEPTH SQYD 693 37 730

A0560 60201-0900 30-INCH PIPE CULVERT LNFT 78 22 100

A0580 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 2 2

A0600 60802-0400 PAVED WATERWAY, TYPE 4 LNFT 96 4 100

A0620 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT 7,662 338 8,000

A0640 60907-1000 PAVED DITCH, ASPHALT LNFT 7,662 338 8,000

A0660 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A WOOD POSTS LNFT 685 65 750

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

A0700 61801-0000 CONCRETE BARRIER LNFT 905 45 950

A0720 61901-0000 FENCE (CABLE FENCE) LNFT 782 43 825

A0740 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0760 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 40

A0780 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A0800 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

MileStone: NV FLAP 400(1) LOGANDALE TRAILS ACCESS ROAD Date Completed: 07/23/24 Report Date: 07/23/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -J u l-

:3

A

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities

N

N V \4

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m

N V F

LA

P

(1

S O

Q Fi n a l_

R ep a ck a g e.

xl sm

]S h ee t

STATE PROJECT

B1

NV FLAP 400(1)

Logandale Trails Access RdNV

Sheet and Description

B3 B4 B5 B6 B7

Grading Summary

Drainage Summary

Surfacing Summary

Signing and Pavement Markings

Summaries

Temporary Traffic Control

Summary

Allowance Bid

Schedule

A0820 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 80

A0840 62301-0000 GENERAL LABOR HOUR 80

A0860 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20

A0880 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A0900 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 7.8 0.7 8.5

A0920 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 15.1 1.9 17.0

A0940 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 15.1 1.9 17.0

A0960 63301-0000 SIGN SYSTEM EACH 13 2 15

A0980 63308-3000 OBJECT MARKER, TYPE 3 EACH 12 12

A1000 63309-0100 DELINEATOR, TYPE 1 EACH 2 2

A1020 63309-0200 DELINEATOR, TYPE 2 EACH 2 2

A1040 63316-1000 REMOVE AND RESET SIGN EACH 9 1 10

A1060 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 10.75 0.25 11.00

A1080 63402-1900 PAVEMENT MARKINGS, TYPE J, SOLID MILE 5.89 0.61 6.50

A1100 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 6 6

A1120 63406-0100 RAISED PAVEMENT MARKER, NON-REFLECTIVE EACH 6,226 314 6,540

A1140 63406-0200 RAISED PAVEMENT MARKER, NON-PLOWABLE, BI-DIRECTIONAL

REFLECTIVE EACH 2,335 115 2,450

A1160 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A1180 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 16 16

A1200 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 350 350

A1220 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 50 50

A1240 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 16 16

A1260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 800 800

A1280 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 2.94 2.94

A1300 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 5,500 5,500

A1320 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 2,000 2,000

A1340 63701-0000 FIELD OFFICE EACH 1

-J u l-

:3

A

M

MileStone: NV FLAP 400(1) LOGANDALE TRAILS ACCESS ROAD Date Completed: 07/23/24 Report Date: 07/23/24

N

N V \4

(1

R o a d w a y\

C A D

D S h ee ts \B

-S u m m

N V F

LA

P

(1

S O

Q Fi n a l_

R ep a ck a g e.

xl sm

]S h ee t (2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B2

NV FLAP 400(1)

Logandale Trails Access RdNV

GRADING SUMMARY

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

an excavation quantity.

Subexcavation and will not be included in the Grading Summary as removal and backfill of unsuitable subgrade material will be paid as

If a pay item for Subexcavation is included in the project pay items,2.

items are shown.

Not all scenarios are shown, only representations for major project

See earthwork diagrams for visual representation of major earthwork.1.

EARTHWORK REPRESENTATION NOTES:

ROADWAY EXCAVATION

ADJUSTMENTS TO ROADWAY EXCAVATION

ROADWAY EMBANKMENT

Roadway Excavation

(Embankment)

Roadway Prism

Topsoil Stripping in Cuts

Pavement Removal in Cuts

Under Fill

Topsoil Replacement

Topsoil Replacement Under Fill

Subexcavation

Subexcavation Removal Under Fill

Backfill for Pavement

Topsoil Stripping in Cuts

EARTHWORK REPRESENTATION DRAWINGS

STATE PROJECT

NUMBER

SHEET

B3

:1

J u ly

S U

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \S

U M

(L G

T R

)4

.d g n

NV

DRAINAGE SUMMARY

See Section 152 of the SCR's for more information. 5.

Refer to the Typical Sections and Special 253-A for more information on Revet Mattress.4.

Place riprap at each beginning and end of each paved ditch. See Special 609-A for more information.3.

For riprap and revet mattress installation, use geotextile filter shown in the table. See subsection 714.01(a).2.

Do not order culvert pipe or appurtenances until the actual quantities are approved in the field.

The quantities, locations, and skews shown here on are approximate and are subject to field adjustment.1.

Drainage Summary Note:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CULVERT SKEW DIAGRAM

Stationing

+30°

+45°

+60°

+75°

-30°

-45°

-60°

-75°

0°/NormalNegative Skew Positive Skew

L A

N E

L T

L A

N E

R T

STATE PROJECT

NUMBER

SHEET

B4

:2

J u ly

S U

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \S

U M

(L G

T R

)4

.d g n

NV

SURFACING SUMMARY

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

B5

:2

J u ly

S U

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \S

U M

(L G

T R

)4

.d g n

NV

MARKINGS SUMMARIES

SIGNING AND PAVEMENT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

B6

:2

J u ly

S U

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \S

U M

(L G

T R

)4

.d g n

NV

CONTROL SUMMARY

TEMPORARY TRAFFIC

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

B7

:2

J u ly

S U

N V

\4

(1

R o a d w a y

\C A

D D

S h e e ts

\B -S u m m \S

U M

(L G

T R

)4

.d g n

NV

12' (min.) Width

12' or greater

2' (min.)

8' (max.)

2' (min.)

8' (max.)

Top of subgrade

Proposed em bankm ent slope

M inor benching

M ajor benching

Ground Existing pattern benching Typical

Varies

See

EMBANKMENT BENCHING

4.

BASIS FOR MEASUREMENT

Earthwork not measured for payment

Finished slope

Finished slope ground

Existing for payment

Not measured existing ground.)

em bankm ent slope and the of w idth betw een the proposed

(W hen there is m ore than 12' existing ground.)

em bankm ent slope and the of w idth betw een the proposed

(W hen there is less than 12'

1:2 m ax grading summary) Embankment (included in

1.

2.

3.

2.

1.

1.

NOTES:

width of 12'.

shown on the detail and a minimum bench meet minimum bench height requirements

Bench into existing slope as necessary to sloped at 1:3 or flatter.

Benching is not required for existing ground payment.

Embankment benching will not be measured for of temporary cuts.

Contractor is responsible for the slope stability

5.

Remove and conserve topsoil. Remove surface debris.

1.

2.

3.

4.

EMBANKMENT BENCHING

No Scale 204-A

:5

J u ly

U n ti tl e d

S h e

N V

\4

\R o a d w a y

\C A

D D

S h e e ts

\F

\2

A

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

NV

F1 according to Section 204

Backfill with granular backfill material according to Section 204

Backfill with granular backfill material

Geotextile

Geotextile structural section

See typical sections for

Finished grade

TYPICAL SECTION

SUBEXCAVATION

BENCH DETAIL

4.

structural section

See typical sections for

Finished grade

6.

5.

4.

3.

2.

1.

the CO.

not construct slopes steeper than 1:2 unless approved by slope adjustments to match the subgrade hinge point. Do

At daylight locations, match the existing fill slope or make roadway cross slope when steeper than 2%.

toward the daylight for drainage, or match the existing subgrade hinge point. Slope the excavation bottom 2%

Daylight to drain when the excavation is within 4 ft of the every 2 ft of subexcavation depth.

in bottom layers. Provide a 1 ft min. bench width for

Widen top of subexcavation area to allow for bench width

Do not place backfill material within the structural section.

Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

within 100 ft of a structure, use structural backfill.

unless otherwise specified. When backfilling subexcavation

Replace unsuitable material according to Subsection 204.07

NOTE:

No Scale

SUBEXCAVATION

204-B

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

max.

2 ft

1 ft

Total subexcavation width

Width of need

:5

J u ly

U n ti tl e d

S h e

N V

\4

\R o a d w a y

\C A

D D

S h e e ts

\F

\2

B

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

NV

F2

C251-50

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

AT CULVERT OUTLETS

PLACED RIPRAP

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

C

PLAN VIEW PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

A A

B B

PLAN VIEW

Variable slope ground Original

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in .)Variable slope ground Original m in

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

C C

C

NOTE:

H

D

SECTION E-E

SECTION D-D

ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

W id th

D it c h B o tt o m

W id th

D it c h B o tt o m

PLAN VIEW

or flatter

Sloped 1V:2H

Flowline not be measured for payment.

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

subsection 714.01(a). See summary

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

Use for aprons serving culverts with 1.

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

L

L

D D

D

H

H

D D

D

L

D

D

4D

D

D D

D

D D

(min.)

(min.)

:5

J u ly

C

N V

\4 \R o a d w a y \C

A D

D S h e e ts

\G \C

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

DETAIL APPROVED FOR USE

09/2021 08/2020 08/2014REVISED:

STATE PROJECT

NUMBER

SHEET

NV

G1

253-A NO SCALE

G2

REVET MATTRESS

Size varies among manufacturers

Not to scale

REVET MATTRESS DETAIL ANCHOR DETAIL

1'1'

6' max

6' max.

FRONT

Len gth as sh own o n p lan s

Len gth as sh own o n p lan s

3'

4.

3.

2.

1.between rows.

Stagger stake spacing

Anchor stakes (typ.)

FRONT

between rows.

Stagger stake spacing Anchor stakes (typ.)

conforming to Subsection 714.01 (a).

Do not measure geotextile. Furnish geotextile materials

Tie all revet mattresses together.

mattresses.

iron. Use 6' long anchor stakes for stacked pipe or 2 1/2 " x 2 1/2 " x 1/4" x 4' galvanized steel angle stakes that are 2" dia. X 4' galvanized

Do not measure anchor stakes. Use anchor and revet (gabion) mattress for payment.

Do not measure excavation for placement of concrete barrier

NOTE:

hitch

Single half joint end of

Crimped joint end of

Crimped

SPIRAL BINDER TIE

(Welded wire mesh)

Not to scale

EDGE OF TOP TIE DETAIL

REVET MATTRESS DETAIL

double half hitch tie wire to next

Continuous 0.9" mesh wires

0.12" dia.

spacing nominal

4" +/-

0.15"

Wire dia.

loops at 3" spacing.

Tie wire with half hitch at 6" max spacing.

galvanized hog rings wrap 3/16" diameter

Continuous wire

0.13"

Wire Diameter are nominal

All dimensions

NOTE:

After Closure

INTERLOCKING WIRE FASTENER

Before Closure

1.57"

3" to lock

Crimp ends

Spiral binder.

HALF HITCH TYING DETAIL

(Welded wire mesh) hitch to next single half

Continuous tie wire selvage wires

0.15" dia.

hitches as shown single and double half

Double half hitch. Alternate

(Twisted wire mesh)

HALF HITCH TYING DETAIL

Edge wire

0.39"

1.38"

.7

.9

BURIED JERSEY BARRIER DETAIL

REVET MATTRESS AT EDGE OF

under Item 61801-0000.

Concrete Barrier paid for of mattress.

Install flush with top Anchor stakes (typ.)

Class 1, Type C

Earthwork Geotextile

3'

32"

23"

2"

10"

6"9"

9"

3'

3' a n c h o r s ta k e s

:5

J u ly

U n ti tl e d

S h e

N V

\4 \R o a d w a y \C

A D

D S h e e ts

\G \s p A

R e v e t.

d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD SPECIAL

STATE PROJECT

NUMBER

SHEET

NV

G2

TRANSITIONS

PAVEMENT

K1

K VALUE TABLE (ft/in)

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length =

Effective overlay thickness = 2 inches

If the posted speed is 55 MPH

Example :

(Minimum transition length=30 feet) obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever applies), to

K value from the Table for the posted speed of the roadway.

(difference between the existing and overlaid elevations) by the obtained by multiplying the effective overlay thickness in inches

Provide a transition length in feet that is not less than the value

NOTE :

d d1

NEW PAVEMENT

OVERLAY - DEPTH TRANSITIONS

K Transition length variable (See table)

K Transition length variable (See table)

(for table e - e = effective overlay thickness)

(for table d -d = effective overlay thickness)

OVERLAY

pay limits

Minor concrete pavement

CONCRETE TO ASPHALT TRANSITION

Tack coat

Asphalt concrete pavement

401-A

Existing elevation e2

Overlaid elevation e1

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Roadway Aggregate

Existing asphalt pavement/

Existing base course

Remove pavement (mill)

Existing base course

Existing asphalt pavement in 2 lifts

3" Asphalt pavement

(Depth 1)

Asphalt overlay

(Depth 2)

Asphalt overlay

(Final course)

Asphalt overlay

(Depth equals overlay thickness)

Saw cut (incidental)

(Full depth of existing asphalt pavement)

Saw cut (incidental)

CFLHD SPECIAL

3.

2.

1.

8" Aggregate Base

See typical section.

4" or 8" Aggregate Base

:0

J u ly

K

S h e

N V

\4

\R o a d w a y

\C A

D D

S h e e ts

\K

\s t4 d e ta il .d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NV

K1

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

typ.

t y p ty p

(typ.)

t y p typ.

MINOR CONCRETE PAVEMENT

501-1

PLAN PLAN

PROFILE PROFILE

REINFORCED MINOR CONCRETE PAVEMENTPLAIN MINOR CONCRETE PAVEMENT

Traffic Traffic

Transverse contraction joint

THICKNESS

PAVEMENT

JOINT SPACING

TRANSVERSE

See Note 2See Note 2

Lap longitudinal and transverse reinforcement not as shown for joints in reinforced pavement.

for joints in plain portland cement concrete pavement

Provide the same type of dowel assemblies and tie bars

Transverse joint

Longitudinal joint

Tie bar

Dowel bar Dowel bar

NOTE:

3.

2.

1.

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

less than 15 inches.

(in) (ft)

6 ≤ T <12

T < 6 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" -

2" clear c le a r

24" c le a r

2" clear

:5

J u ly

D e fa u lt

N

V \4

(1

R o a d w a y \C

A D

D S h e e ts

\K -4

\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

NV

K2

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

MINOR CONCRETE

PAVEMENT JOINTS

501-2

MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS

ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINT

UNDOWELED - LONGITUDINAL

ISOLATION JOINT

BAR SIZES

THICKNESS (T)

PAVEMENT

TIE BAR DIAMETER

DOWEL BAR

Fixture or structure joint filler

Preformed

Joint sealant

Joint sealant

Backer rod

Fixed endGrease free end

KEYWAY - LONGITUDINAL

CONSTRUCTION JOINT piece connectors)

(or approved two-sealing details

See sawed or formed joint joint sealing details

See sawed or formed joint sealing details

See sawed or formed

See isolation joint sealing details

See isolation joint sealing details joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction

Dowel cap

See Section 712 for joint material requirements.

factor of 2:1 or as recommended by sealant manufacturer.

silicone sealant is used maintain the width to depth shape

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

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

For construction joints, if tie bars and dowels are not set construction joint locations for approval.

longitudinal construction joints sparingly. Submit planned included in the joint layout plan. Use transverse and

Transverse and longitudinal construction joints are not length of the concrete surface.

Use expansion joint material extending the full depth and

Install isolation joints when abutting a fixed structure.

for tie bars.

Deformed reinforcing bars or hook bolts may be used other steel used in the construction of concrete pavement.

Use epoxy-coated material for all tie bars, dowels, and

NOTE:

9.

8.

7.

6.

5.

4.

3.

2.

1.

PLAIN - TRANSVERSE or LONGITUDINAL

CONTRACTION JOINT CONSTRUCTION JOINT

UNTIED - LONGITUDINAL

UNDOWELED - TRANSVERSE and

CONTRACTION JOINT

DOWELED - TRANSVERSE

CONTRACTION JOINT

TIED - LONGITUDINAL

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

ISOLATION/EXPANSION JOINT

DOWELED - TRANSVERSE TIED BUTT - TRANSVERSE

CONSTRUCTION JOINT

CONSTRUCTION JOINT

DOWEL BUTT - TRANSVERSE

Tie bar @ 30" c-c

#8 Tie bar @ 12" c-c

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

Dowel bar @ 12" c-c Dowel bar @ 12" c-c

Dowel bar @ 12" c-c

See Standards 501-1 or 502-1 for reinforcement details.

10 < T ≤ 12

8 < T ≤ 10

T ≤ 8 1

Tie bar @ 30" c-c Tie bar @ 30" c-c

#6

#5

#5

(in) (in)

" keyway2 1T/3 x 1

T/2

T/2 T/2

T/2T/2

T/3 T/3 T/3

T

T

T

TT

T

T

T

T

T/2 T/2 T

9"9"

18"18"

9"9" 9"9"

18"18"

18"18" 18"18"

" typ.8 1" typ.8

1" typ.2

:5

J u ly

D e fa

N

V \4

(1

R o a d w a y \C

A D

D S h e e ts

\K -4

\S td -2

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NV

K3

INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

INCHES

3.5

INCHES

" CORRUGATIONS2

" x 3

2 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

" 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

STANDARD APPROVED FOR USE 12/1993

REVISED: 4/1994 6/2005

Fill heights exceeding 100 feet require

" CORRUGATIONS2

" x 3

2 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

" x 3

2 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

NO SCALE

4.

3.

2.

1.

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

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

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

STEEL ALUMINUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

SPAN x RISE

SIZE

PIPE ARCH

SIZE

PIPE ARCH

SPAN x RISE DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

SIZE

PIPE

SIZE

PIPE

DIAMETER COVER

MINIMUM

ALUMINUMSTEEL

of camber or increase the pipe culvert gradient.

elevation of the inlet invert, reduce the amount parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet

When directed, camber pipe culverts upward pavement for both flexible and rigid pavement.

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

Measure minimum cover from the top of the corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

METAL PIPE CULVERT

602-1

NOTE:

:3 a y

D e f a

N V

\4

\R o a d w a y

\C A

D D

S h e e ts

\T

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NV

T1

[5]BANDS

Band corrugation in pipe end with second annular around band meshes

Continuous corrugation

BoltsBand

2.

1.

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

Stab type joint

Smoother sleeve with center stop.

DIAMETER

ROUND PIPE

SPAN × RISE

PIPE ARCH

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 be used.

Highway Bridges, Division II Section 26 may criteria of AASHTO Standard specifications for devices that comply with the joint performance

Other types of coupling bands or fastening specified in the Special Contract Requirements.

Watertight pipe joints are not required unless of corrugation at heel and toe of angle

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

Bolt, bar and

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

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

[1]COUPLING BANDS FOR METAL PIPE CULVERT

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

CORRUGATED

ANNULAR

CORRUGATED

HELICALLY

[4]BANDS

CORRUGATED

SEMI-

[2]SIZE

[3]BANDS

NO SCALE

10.5

10.5

10.5

10.5

INCHESINCHESINCHES

rerolled with 3" × 1" pipe corrugations.

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

" corrugations. A 12 inch band is acceptable on pipe 2

" × 3 pipe 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

" × 3

The 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"

MINIMUM BAND WIDTH (INCHES)

× 2

× 3

3 × 1

5 × 1 78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

10.5

10.5

10.5

METAL PIPE CULVERT

COUPLING BAND

602-2

[6]underdrain

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

[5]

[6]

NOTE:

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

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

WWW

W

:3 a y

D e f a

N V

\4

\R o a d w a y

\C A

D D

S h e e ts

\T

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NV

T2

See Section 704 for bedding and backfill requirements.

dimension of all pipe arch culverts.

H equals the diameter of all round pipe culverts or the rise amount of camber or increase the pipe culvert gradient.

designed exceeds the elevation of the inlet invert, reduce the curve. If the midpoint elevation on the parabolic curve as to 1% of the pipe length. Develop camber on a parabolic through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

3.

2.

1.

be adjusted to tie into impervious material.

granular material is used for backfill. Width may material at the pipe culvert inlet where

Construct piping plug of impermeable backfill

MULTIPLE PIPE INSTALLATION

PIPING PLUG

TRENCH EXCAVATION IN EMBANKMENT

BELOW NATURAL GROUND OR

ON UNSTABLE MATERIAL

NATURAL GROUND

ABOVE AND BELOW

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

or SPAN

DIAMETER

PIPE SIZE (H) DEPTH

Roadway embankment Roadway embankment

Natural ground

Toe plate Toe plate

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

Finished subgrade Finished subgrade

Natural ground

Finished subgrade

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug before trench excavation embankment height

Finished subgrade or

Original natural ground surface

A

A

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations

Embankment material placed in layers

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

depth table

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

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

Remove unstable material to

Bedding

Bedding

Bedding

Bedding whichever is less

Half diameter or section

Metal endMetal end section

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"

6"

4"

18" (min.)

6" in uncompacted depth.

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", PIPE CULVERT BEDDING

METAL AND PLASTIC

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

"/foot of cover,2 minimum

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.)

6" 6"

(min.) (min.)

2H or 12' (max.)

METAL AND PLASTIC

PIPE CULVERT BEDDING

602-3

NOTE:

H

Width

H H

H H

H H

H H

H

H

H

H

HH

H

(see table)

Minimum spacing or Span

Diameter or Span

Diameter

2'-0" ±

1'-0" ±

18" ±

18" ±18"±

1'-0"

:3 a y

D e f a

N V

\4

\R o a d w a y

\C A

D D

S h e e ts

\T

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NV

T3

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

DRAFT: 10/2007

60" and larger diameter pipe and 66" and larger

" bolts8 spacing 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

INCHES

SPAN × RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2")

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

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

" angle4

" × 2

" × 22 equivalent pipe arch provide 2

" bolts8 flared end section with

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

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

" × 2

" × 22 equivalent pipe arch with 2

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

8.

7.

6.

5.

4.

3.

2.

1.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

OR OUTLET END OF CONCRETE PIPE

CONNECTION TO METAL PIPE

DESIGN C

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) Approx.

SLOPE

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

SLOPE

A

A

PIPE INLET END

CONNECTION TO CONCRETE

DESIGN B

CORRUGATED METAL PIPE

CONNECTION TO ANNULAR

DESIGN A

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

Supplement the reinforced edges of end sections for reinforcement bolted or riveted under the center panel seam.

Fabricate multiple piece bodies with lap seams tightly joined type for the pipe culvert specified.

pipe culvert sizes. Coupling bands may be any acceptable

Design C may be used in lieu of design A for all metal match the inside diameter of the concrete pipe culvert.

Fabricate the diameter of the end section of Design B to for manufacturer's standards.

Variations in design and dimensions are permitted to allow end sections.

Warp embankment slopes to match the slope of the flared

Use toe plate extension where shown on the plans.

extensions from the same metal thickness as the panel body.

Fabricate connector section, corner plate and toe plate attached with bolts or rivets.

METAL END SECTIONS

602-4

1" Minimum lap after expansion m in m in

NOTE:

edge

Reinforced

Pay Limit

Pipe Culvert diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er

H H

12" (max.) hole 12" (max.) hole

:3 a y

D e f a

N V

\4

\R o a d w a y

\C A

D D

S h e e ts

\T

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NV

T4

609-A

Notes:

AND CONCRETE CURB DETAILS

PAVED WATERWAY

PAVED DITCH,

structural section Section for pavement

See Mainline Typical

" R2

2" min. clear (typ.)

#4

12-INCH DEPTH

CONCRETE CURB,

2.

1.

Riprap quantities are paid under pay item 251.

Quantites are included in Surfacing Summaries.

and Paved Ditch, is paid under Aggregate Base.

Aggregate base…