NV_FLAP_CR196(2)_Silver_Peak_Road_-_100__PLANS.pdf

PDF 12 MB Posted Sep 23, 2019

Attached to: NV FLAP CR 196(2), Silver Peak Road Federal contract opportunity
Solicitation number: 6982AF19B000014
Issued by: Department of Transportation Federal Highway Administration

About this file

From the source

Plans

View the file

Other files for this federal contract opportunity

Other files attached to NV FLAP CR 196(2), Silver Peak Road, newest first.
File	Type	Posted
Bid Tabulation.pdf	PDF	Nov 21, 2019
NV_FLAP_CR_196(2)_Silver_Peak_Bid_Opening_Summary.pdf	PDF	Oct 24, 2019
QnA_10_18_19.pdf	PDF	Oct 18, 2019
NV196(2)_Hydraulics_Memo.pdf	PDF	Sep 23, 2019
NV_FLAP_CR_196(2)_Silver_Peak_Road_Pavement_Report_Signed.pdf	PDF	Sep 23, 2019
6982AF19B000014.pdf	PDF	Sep 23, 2019
NV_FLAP_CR196(2)_Silver_Peak_Road_-_100__CROSS_SECTIONS.pdf	PDF	Sep 23, 2019

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

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 N N

V c r 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

C R .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Silver Peak Road

NV FLAP CR 196(2)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

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 N N

V c r 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

C R .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

SURVEY CONTROL

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts A G e n s h t\

C O

N T

R O

L c r .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Silver Peak Road

NV FLAP CR 196(2)

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

SITE MAP

Sil ve r P ea k R oa d

Silve r Pea k Ro ad

Scale in Miles

1 2 to O a s is m il e s

Silver Peak

C o a ld a le J u n c tio n m ile s to

US-

m ile s t o

T o n o p a h m il e s to

D iv id e R o a d

S il v e r

P e a k O a s is

P e a rl S p ri n g R o a d

C an yo n

R oa d

Pa ym as te r

Begin existing gravel road

Station 9+90.00

Silver Peak Road

Schedule A

Begin Project

Station 138+58.39

Silver Peak Road

Schedule A

End Project

CR196(2) project.

Begins approximately 3,500 ft east of beginning of

Pavement patching on previous project

Option X

Coy ote Ro ad

N iv lo c

Ro ad

Verify with CO

Potential staging area

Verify with CO

Potential staging area

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts A G e n s h t\

S I T

C R .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

from 21 ft to 36 ft Existing width varies

Average 28 ft

16' 16'

12' 12'

Hinge point

1:4

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

SubgradeSubgrade

Traveled way Traveled way ditch

Graded Shldr.

NO SCALE

NOTE:

pavement)

(top of

Profile grade

Shldr.

(variable)

Fill slope

1:4

DETAIL A

See Detail A

cut slope

Rounded

MAINLINE

TYPICAL SECTIONS

limit stake

Slope base

Aggregate

1:4 5'

30° - 35° sides of roadway)

(Detail applies to both right and left

Shoulder up with aggregate base

Construct 30° - 35° pavement edge (safety edge)

Clearing and construction limits

Native soil

Asphalt concrete pavement

Placed in two lifts concrete pavement

3" Asphalt limit

Slope stake 1' 3'1'3'

4" Aggregate base

9+90 to 138+58.39

EXISTING TYPICAL SECTION

1:4 1:4

Pay Limits

6' Paved Ditch

Existing ground native material

Backfill with 4" Aggregate base concrete pavement

3" Asphalt

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

TOTALS (ft)

(ft)

Roadway

(ft)

Bridge from within the construction limits as directed by the CO.

the paved ditch. Material can be wasted on site at the location it is removed and paid for separately, but are considered subsidiary to the construction of

Excavation and backfill required to construct paved ditch will not be measured

Round all earth slopes and all rippable rock slopes.

See the cross sections for cut and fill slope ratios.

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

9+90 to 138+58.39 12,868.39

12,868.39

2.44

Slope stake limit

Construction limit

Existing ground

Seeding limits Seeding limits

16' 16'

12' 12'

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

SubgradeSubgrade

Traveled way Traveled wayShldr.

pavement)

(top of

Profile grade

Shldr.

(variable)

Fill slope

limit stake

Slope

Clearing and construction limits

Placed in two lifts concrete pavement

3" Asphalt limit

Slope stake

1' 3'1'

4" Aggregate base

Existing ground

Seeding limits Seeding limits

PAVED DITCH DETAIL

106+00 to 138+58.39

64+00 to 85+00

28+50 to 37+50

9+90 to 22+50

GRADED DITCH TYPICAL SECTION

85+00 to 106+00

37+50 to 64+00

22+50 to 28+50

LOW WATER CROSSING (LWC) TYPICAL SECTION

6' ditch

Paved

See Paved Ditch Detail

Edge of pavement

Varies

4' min.

12" min.

1:4 base

Aggregate

30° - 35°

DETAIL B

See Detail B pavement

Asphalt concrete

10' Clear zone, min. 10' Clear zone, min.

aggregate base

Shoulder up with

(safety edge) pavement edge

Construct 30° - 35°

Varies

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts A G e n s h t\

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Variable

V a ria b le s

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

CLASSTYPE

V a ria b le

(1:6 desi rable )1:4 o r flat ter

APPLICATION

SAMPLE

TYPICAL SYMBOL

M a in li e grade (optional)

Typical maximum design

A B

SECTION A-A

existing radii or widths.

Vary radii to fit unusual field conditions. Do not reduce

NOTE:

NO SCALE

(1:6 desirable)

1:4 or flatter thicknesses and foreslopes.

Refer to mainline typical sections for structural section

TYPICAL PLAN

TYPE 3

APPROACH ROAD

STATION

CLASS

TYPE

REMARKS

APPROACH ROAD SUMMARY

base edge

Aggregate pavement edge

Hot asphalt concrete 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

± 6% maximum

± 2% desired 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

0% to -2% grade.

grades within ±2%. In snowy regions restrict this to a

Construct approach roads with landing areas having practical.

slope ratios at approach roads to the maximum extent with mainline roadway construction. Flatten cut and fill of slope finish for approach roads will be compatible

Construct cut and fill slopes so slope ratios and degree locations to be field verified.

Stations shown are approximate locations. Actual

End Section A-A

Total length

Paved length

Subgrade edge

90° W

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

edge subgrade

Normal

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

4" Aggregate base

Variable

3' minimum 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

4' (typ.)

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 roads with widths greater than 15 feet.

Apply the normal mainline crown section to approach

1.3'

1.3' d

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

20' desired

15' min.

APPROACH ROADS

TYPICAL SECTIONS

(ft)

1 2

45+40.37 Rt. 3A 5 59 26 N/A N/A

Aggregate base edge

STATE PROJECT

M N N

V c r 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 r o a c h r o a d t y p ic a l s e c ti o n .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Sheet and Description

B4 B5 B6

Grading and Surfacing Drainage Signing and

Striping Miscellaneous Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND

GRUBBING STAKE MILE 2.437 2.437

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 9 9

A0080 15216-2000 SURVEY AND STAKING, GRADE FINISHING Doubled for red and

STAKES MILE 4.874 4.874 blue tops

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM All ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM All ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A0160 15701-0000 SOIL EROSION CONTROL (EROSION CONTROL) LPSM All ALL

A0180 15701-0000 SOIL EROSION CONTROL (NON-STORMWATER

CONTROL) LPSM All ALL

A0200 15701-0000 SOIL EROSION CONTROL (SEDIMENT CONTROL) LPSM All ALL

A0220 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM All ALL

A0240 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0260 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM All ALL See SCR section 203

A0280 20420-0000 EMBANKMENT CONSTRUCTION CUYD 45,742 2,258 48,000

A0300 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 239 11 250

A0340 30101-0000 AGGREGATE BASE TON 8,930 470 9,400

A0360 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 6,368 132 6,500

A0380 40601-0000 FOG SEAL TON 15.430 1.000 16.430

A0400 41102-1000 PRIME COAT, METHOD 1 SQYD 37,149 1,851 39,000

A0420 41105-0000 BLOTTER TON 55 5 60

A0440 41201-0000 TACK COAT TON 15.960 1.000 16.960

A0460 60101-0000 CONCRETE (HEADWALL AND WINGWALLS FOR

8'x8' BOX CULVERT) CUYD 291 291

A0480 60101-0000 CONCRETE (HEADWALL FOR 36-INCH PIPE

CULVERT) CUYD 12 12

A0500 60101-0000 CONCRETE (HEADWALL FOR 42-INCH PIPE

CULVERT) CUYD 8 8

A0520 60101-0000 CONCRETE (HEADWALL FOR 48-INCH PIPE

CULVERT) CUYD 22 22

A0540 60201-1000 36-INCH PIPE CULVERT (HDPE) LNFT 109 11 120

A0560 60201-1100 42-INCH PIPE CULVERT (HDPE) LNFT 63 7 70

A0580 60201-1200 48-INCH PIPE CULVERT (HDPE) LNFT 121 9 130

A0600 60220-2000 8 FEET SPAN, 8 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 192 8 200

A0620 60907-1000 PAVED DITCH, ASPHALT LNFT 5,350 150 5,500

A0640 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM

CAPACITY HOUR 40

MileStone: 100% Date Completed: 08/20/19 Report Date: 08/21/19

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A ug

-2

A M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N V\ cr

6( 2)

\R oa dw ay

D _S he et s\ B -S um m

A C S

_s he et s.

xl sm

]S he et

STATE PROJECT

B1NV FLAP CR 196(2)

Silver Peak RoadNV

SHEET

NUMBER

Grading and Surfacing Drainage Signing and

Striping Miscellaneous Allowance Bid Schedule

A0660 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 40

A0680 62201-2050 ROLLER HOUR 40

A0700 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40 40

A0720 62201-3000 HYDRAULIC EXCAVATOR HOUR 40 40

A0740 62301-0000 GENERAL LABOR HOUR 40 40

A0760 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 20 20

A0780 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20 20

A0800 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 23.0 23.0

A0820 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 23.0 23.0

A0840 63301-0000 SIGN SYSTEM EACH 11 11

A0860 63308-3000 OBJECT MARKER, TYPE 3 EACH 18 18

A0880 63314-0000 RUMBLE STRIP MILE 2.4 2.4

A0900 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 9.8 0.2 10.0

A0920 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 4.8 0.2 5.0

A0940 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE Used at diversion

TYPE 3 EACH 4 4

A0960 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 70 70

A0980 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS LNFT 30,000 30,000

A1000 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION

SIGN SQFT 157 157

A1020 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,500 1,500

A1040 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 150 150

A1060 65001-1000 CONSTRUCT AND MAINTAIN DIVERSION LPSM All ALL For box culverts

-A ug -2

A M

MileStone: 100% Date Completed: 08/20/19 Report Date: 08/21/19

N V\ cr

6( 2)

\R oa dw ay

D _S he et s\ B -S um m

A C S

_s he et s.

xl sm

]S he et

2) SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B2NV FLAP CR 196(2)

Silver Peak RoadNV

Grading and Surfacing Drainage Signing and

Striping Miscellaneous Allowance Bid Schedule

X0020 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 Phase I project spot repairs as directed

SQYD 933 67 1,000 by CO.

-A ug -2

A M

MileStone: 100% Date Completed: 08/20/19 Report Date: 08/21/19

N V\ cr

6( 2)

\R oa dw ay

D _S he et s\ B -S um m

A C S

_s he et s.

xl sm

]S he et

3) SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B3NV FLAP CR 196(2)

Silver Peak RoadNV

SURFACING SUMMARIES

GRADING AND

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts B S u m m S p r e a d s h e e t.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

DRAINAGE SUMMARY

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts B S u m m S p r e a d s h e e t.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

SUMMARY

SIGNING AND STRIPING

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts B S u m m S p r e a d s h e e t.

d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

43854385

43904390

N C

M P

N C

M P

RUN OFF

P H

R U

N O

N O S I G

O P

E N R

A N

G E

S67°48'04"W

200'100'0

Scale in Feet

Begin ditch widening, Rt.

Sta. 19+25.26

Begin ditch widening, Lt.

Sta. 19+55.08 transition for LWC, Lt.

Begin pavement cross slope

Sta. 20+96.81

Begin ditch transition to LWC, Lt.

End ditch widening, Lt.

Sta. 21+25.00

Begin ditch transition to LWC, Rt.

End ditch widening, Rt.

Sta. 21+25.00 transition for LWC, Lt.

End pavement cross slope

LWC, Lt. & Rt.

End ditch transition to

Begin LWC

Sta. 22+50.00

E 2939966.43

N 14232057.28

13+60, Offset 70' Lt.

Permanent Easement

E 2939973.99

N 14232038.76

13+60, Offset 90' Lt.

Permanent Easement

E 2939751.78

N 14231948.08

16+00, Offset 90' Lt.

Permanent Easement

E 2939744.22

N 14231966.60

16+00, Offset 70' Lt.

Permanent Easement

E 2939913.54

N 14232186.90

13+60, Offset 70' Rt.

Permanent Easement

E 2939905.98

N 14232205.42

13+60, Offset 90' Rt.

Permanent Easement

E 2939683.77

N 14232114.74

16+00, Offset 90' Rt.

Permanent Easement

E 2939691.33

N 14232096.22

16+00, Offset 70' Rt.

Permanent Easement

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

4,370 4,370

4,380 4,380

4,390 4,390

4,400 4,400

4,410 4,410

-0.923%

-1.281%

-3.940%

' VC300

838.80K =

'3167.32SSD =

' VC347

115K =

'571.10HLSD =

R e m o v e e x is ti n g x c u lv e r ts

I n s ta ll x x c o n c r e te b o x c u lv e r t

H e a d w a ll s

W in g w a ll s L t.

R t.

C la s s

R ip r a p R t.

S e e S s h e e ts

I n s ta ll x

D P

E c u lv e r t

H e a d w a ll s L t.

R t.

Profile grade

Existing ground

E: 2940282.561

N: 14232261.882

Station 9+90.00

Begin Project

STA 9+90 to 24+40

STATE PROJECT

NUMBER

A u g u s t

P la n

S h e t]

N V

\c r1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\P N

P (1

-2

)C R

L .d g n

Silver Peak Road

NV FLAP CR196(2)

SILVER PEAK ROAD

43804380

4380438

N C

M P

N C

P P

R U

N O

N C

P P

N C

M P

D I R O

N L Y

25 30 35e = ___

'549.13L =

'274.57T =

'50,000.00R =

(LT)00°37'45"Δ =

31+02.86PI

200'100'0

Scale in Feet

N/A

Begin pavement cross slope transition to normal crown, Lt.

Begin ditch transition to graded ditch, Lt. & Rt.

End LWC Sta. 28+50.00

End pavement cross slope transition to normal crown, Lt.

Sta. 30+03.19

End ditch transition to graded ditch, Lt. & Rt.

Sta. 30+50.00

Begin ditch widening, Lt. & Rt.

Sta. 31+60.58

End ditch widening, Lt. & Rt.

Sta. 34+96.58

Begin ditch transition to LWC, Lt. & Rt.

Sta. 35+50.00

Begin pavement cross slope transition to LWC, Lt.

Sta. 35+96.81 slope tranisition to LWC, Lt.

End pavement cross LWC, Lt. & Rt.

End ditch transition to Begin LWC Sta. 37+50.00

25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

4,360 4,360

4,370 4,370

4,380 4,380

4,390 4,390

-0.316%

-1.281%

-2.035%

' VC196

114.00K =

'725.60SSD =

' VC300

311K =

'INFHLSD =

R e m o v e e x is ti n g c u lv e rt s

R e m o v e e x is t c u lv e rt s In s ta ll x

D P

E c u lv e rt

H e a d w a ll s L t.

R t.

Profile grade

Existing ground

STA 24+40 to 38+90

STATE PROJECT

NUMBER

A u g u s t

P la n

S h e

V \c r1

R o a d w a y \C

A D

S h e e ts \C

-M L

\P N

P (1

-2 )C

L .d g n

Silver Peak Road

WOOD

STEEL

METAL

200'100'0

Scale in Feet

39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00

4,350 4,350

4,360 4,360

4,370 4,370

4,380 4,380

-0.237%

-1.500%

' VC300

237.63K =

'1004.82SSD =

' VC207

115K =

'8057.62HLSD =

Profile grade

Existing ground

STA 38+90 to 53+40

STATE PROJECT

NUMBER

A u g u s t

P la n

S h e

N V

\c r1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\P N

P (1

-2

)C R

L .d g n

Silver Peak Road

43404345

WOOD

200'100'0

Scale in Feet

Begin pavement cross slope transition to normal crown, Lt.

Begin ditch transition to graded ditch, Lt. & Rt.

End LWC

Sta. 64+00

End pavement cross slope transition to normal crown, Lt.

Sta. 65+53.19

End ditch transition to graded ditch, Lt. & Rt.

Sta. 67+00.00

54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00

4,330 4,330

4,340 4,340

4,350 4,350

4,360 4,360

-1.500%

-2.514%

' VC550

542.25K =

'1339.00SSD =

' VC600

298K =

'3051.90HLSD =

Profile grade

Existing ground

STA 53+40 to 67+90

STATE PROJECT

NUMBER

A u g u s t

P la n

S h e

N V

\c r1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\P N

P (1

-2

)C R

L .d g n

Silver Peak Road

N P

C C

N P

C C

RUN OFF

N C

P P

N C

P P

.5 .7

RUN OFF

Begin ditch widening, Lt. & Rt.

Sta. 76+81.45

End ditch widening, Lt. & Rt.

Sta. 80+17.45

200'100'0

Scale in Feet

E 2934724.74

N 14229871.59

70+40, Offset 70' Lt.

Permanent Easement

E 2934732.51

N 14229853.16

70+40, Offset 90' Lt.

Permanent Easement

E 2934658.77

N 14229822.13

71+20, Offset 90' Lt.

Permanent Easement

E 2934651.01

N 14229840.56

71+20, Offset 70' Lt.

Permanent Easement

E 2934670.37

N 14230000.60

70+40, Offset 70' Rt.

Permanent Easement

E 2934662.60

N 14230019.04

70+40, Offset 90' Rt.

Permanent Easement

E 2934588.87

N 14229988.00

71+20, Offset 90' Rt.

Permanent Easement

E 2934596.63

N 14229969.57

71+20, Offset 70' Rt.

Permanent Easement

68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00

4,310 4,310

4,320 4,320

4,330 4,330

4,340 4,340

-0.501%

R e m o v e e x is ti n g c u lv e r ts

I n s ta ll x x c o n c r e te b o x c u lv e r t

H e a d w a ll s

W in g w a ll s L t.

R t.

C la s s

R ip r a p R t.

S e e S s h e e ts

I n s ta ll x

D P

E c u lv e r t

H e a d w a ll s L t.

R t.

Profile grade

Existing ground

STA 67+90 to 82+40

STATE PROJECT

NUMBER

A u g u s t

P la n

S h e

N V

\c r1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\P N

P (1

-2

)C R

L .d g n

Silver Peak Road

43254325

R U

N O

F F

R U

N O

F F

R U

N O

F F

R U

N O

F F

R U

N O

F F

S67°10'18"W

200'100'0

Scale in Feet Begin ditch transition to LWC, Lt. & Rt.

Sta. 82+50.00

Begin pavement cross slope transition to LWC, Lt.

Sta. 83+46.81

End pavement cross slope transition to LWC, Lt.

End ditch transition to LWC, Lt. & Rt.

Begin LWC

Sta. 85+00.00

83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00

4,300 4,300

4,310 4,310

4,320 4,320

4,330 4,330

4,340 4,340

-0.669%

' VC1000

5951.03K =

'6922.07SSD =

Existing ground

Profile grade

STA 82+40 to 96+90

STATE PROJECT

NUMBER

A u g u s t

P la n

S h e

N V

\c r1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\P N

P (1

-2

)C R

L .d g n

Silver Peak Road

4315 4315

R U

N O

F F

R U

N O

F F

200'100'0

Scale in Feet

Begin pavement cross slope transition to normal crown, Lt.

Begin ditch transition to graded ditch, Lt. & Rt.

End LWC

Sta. 106+00.00

End pavement cross slope transition to normal crown, Lt.

Sta. 107+53.19

End ditch transition to graded ditch, Lt. & Rt.

Sta. 108+00.00

Begin ditch widening, Lt. & Rt.

Sta. 108+89.00

97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00

4,290 4,290

4,300 4,300

4,310 4,310

4,320 4,320

4,330 4,330

-0.669%

I n s ta ll x

D lv e r t

H e a d w a ll s L t.

R t.

Profile grade

Existing ground

STA 96+90 to 111+40

STATE PROJECT

NUMBER

A u g u s t

P la n

S h e

N V

\c r1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\P N

P (1

-2

)C R

L .d g n

Silver Peak Road

429542

R U

N O

F F

N C

P P

N C

P P

R U

N O

F F

5End ditch widening, Lt. & Rt.

Sta. 111+41.00

Begin ditch widening, Rt.

Sta. 120+80.02

Begin ditch widening, Lt.

Sta. 120+62.48

End ditch widening, Lt.

Sta. 122+94.48

End ditch widening, Rt.

Sta. 123+12.02

200'100'0

Scale in Feet

E 2930669.38

N 14228164.53

114+40, Offset 70' Lt.

Permanent Easement

E 2930677.15

N 14228146.10

114+40, Offset 90' Lt.

Permanent Easement

E 2930584.98

N 14228107.30

115+40, Offset 90' Lt.

Permanent Easement

E 2930577.21

N 14228125.73

115+40, Offset 70' Lt.

Permanent Easement

E 2930615.01

N 14228293.54

114+40, Offset 70' Rt.

Permanent Easement

E 2930607.24

N 14228311.97

114+40, Offset 90' Rt.

Permanent Easement

E 2930515.07

N 14228273.17

115+40, Offset 90' Rt.

Permanent Easement

E 2930522.84

N 14228254.74

115+40, Offset 70' Rt.

Permanent Easement

112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00

4,280 4,280

4,290 4,290

4,300 4,300

4,310 4,310

4,320 4,320

-1.382%

-0.669%

+0.301%

' VC380

532.88K =

'1703.31SSD =

' VC400

238K =

'INFHLSD =

R e m o v e e x is ti n g c u lv e r ts

I n s ta ll x x c o n c r e te b o x c u lv e r t

H e a d w a ll s

W in g w a ll s L t.

R t.

C la s s

R ip r a p R t.

S e e S s h e e ts

I n s ta ll x

D lv e r t

H e a d w a ll s L t.

R t.

Profile grade

Existing ground

STA 111+40 to 125+90

STATE PROJECT

NUMBER

A u g u s t

P la n

S h e

N V

\c r1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\P N

P (1

-2

)C R

L .d g n

Silver Peak Road

4295 4295

N C

P P

N C

M P

N C

P P

200'100'0

Scale in Feet

E 2929564.35

N 14227699.38

126+40, Offset 70' Lt.

Permanent Easement

E 2929572.44

N 14227681.08

126+40, Offset 90' Lt.

Permanent Easement

E 2929478.97

N 14227641.74

127+40, Offset 90' Lt.

Permanent Easement

E 2929471.21

N 14227660.17

127+40, Offset 70' Lt.

Permanent Easement

E 2929507.73

N 14227827.44

126+40, Offset 70' Rt.

Permanent Easement

E 2929499.64

N 14227845.73

126+40, Offset 90' Rt.

Permanent Easement

E 2929416.83

N 14227789.18

127+40, Offset 70' Rt.

Permanent Easement

E 2929409.07

N 14227807.61

127+40, Offset 90' Rt.

Permanent Easement

126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00

4,270 4,270

4,280 4,280

4,290 4,290

4,300 4,300

4,310 4,310

-0.398% +0.346%

2' VC495

708.28K =

'1791.63SSD =

' VC500

672K =

'INFHLSD =

R e m o v e e x is ti n g c u lv e r ts

I n s ta ll x x c o n c r e te b o x c u lv e r t

H e a d w a ll s

W in g w a ll s L t.

R t.

C la s s

R ip r a p R t.

S e e S s h e e ts

Profile grade

Existing ground

E: 2928413.232

N: 14227290.773

Station 138+58.39

End Project

STA 125+90 to 138+58.39

STATE PROJECT

NUMBER

A u g u s t

P la n

S h e

N V

\c r1

R o a d w a y \C

A D

D S h e e ts

\C -M

L P

\P N

P (1

-2

)C R

L .d g n

Silver Peak Road

STATE PROJECT

SHEET

M N N

V c r R o a d w a y C

A D

D S h e e ts F C .d g n

U s e r t h o m a s .m c c r a r y

EMBANKMENT BENCHING

204-A

NOTE:

EMBANKMENT BENCHING

8' bench height (typ.)

Top of subgrade bench height.

meet 12' minimum bench width and 8' typical

Bench into existing slope as necessary to

1V:3H or flatter.

Benching is not required for ground sloped at

12' (min.)

See Note 2

Proposed em bankm ent slope

Existing ground

Height varies pattern benching

Typical

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts F C .d

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

K VALUE TABLE (ft/in)

(Full Depth of existing asphalt pavement)

Saw cut

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.

(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 :

NO SCALE TRANSITIONS

PAVEMENT

401-A

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill) d

Existing asphalt pavement

Existing base course d1

NEW PAVEMENT

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(Final course)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length variable (See table)

(Depth equals overlay thickness)

Saw cut

Existing elevation e2

Overlaid elevation e1

(for table e - e = effective overlay thickness)

(for table d -d = effective overlay thickness)

OVERLAY

STATE PROJECT

M N N

V c r 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

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

418-A

V a r ie s to Subsection 418.03

Remove pavement according to a depth of 10" base and subgrade material

Remove damaged pavement, pavement

Existing base course

Existing

NOTE:

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

Pay Limits

Fog seal

material.

Asphalt millings can be used as acceptable crushed aggregate

FULL DEPTH PATCH TYPE 1

around the perimeter of the patch

Tack coat according to Section 412

NO SCALE

to Subsection 412.04.

Clean existing surface prior to applying tack coat according item. See Section 418.

All items shown within the pay limits are included in the pay stabilization geogrid layer according to Subsection 714.03.

of crushed aggregate and existing base course. Install

For Type 1 patch, place stabilization geogrid between bottom

Fog seal surface according to Section 406.

4" crushed aggregate

Stabilization geogrid

3" Minor asphalt concrete

90% of the maximum specific gravity.

Compact minor asphalt concrete mix to a minimum of

OPTION X

FULL DEPTH PATCH

FLEXIBLE PAVEMENT

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts K S

A .d

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

M N N

V c r R o a d w a y C

A D

D S h e e ts S S P P F I X .d g n

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Silver Peak Road

NV FLAP CR 196(2)

0 15 30 45 60 75-60 -45 -30 -15

30'15'0

Scale in Feet

Wingwall A

Wingwall B

Wingwall D

Wingwall C

4,375

4,405

4,360

4394.65 Profile Grade El.

Sta. 14+62.58

Backfill

CONCRETE BOX CULVERT TYPICAL SECTION

V a r ie s haunch (typ.)

8" x 8"

Foundation fill

8"8'8"

N.T.S.

Headwall (typ.)

4,390

STA. 14+62.58

ELEVATION

PLAN

Flow

3.75%

Class 2 Riprap

(2' depth)

Class 2 Riprap

Toewall (typ.)

Centerline

Roadway

Traveled way Traveled way

1' 1'

Shldr. Shldr.

23.7'24.3'

El. 4392.37

Wingwall C & D

Elev. 4383.21

Outlet Invert

El. 4394.17

Wingwall A & B

El. 4387.81

Wingwall A & B

CL of box culvert

Existing ground at

-2.00% -2.00%

El. 4383.77

Wingwall C & D be removed

Existing pipes to

Elev. 4385.01

Inlet Invert

12'12' ty p

STA. 14+62.58, BOX CULVERT

1' (typ.)

Single 8' Span x 8' Rise Concrete Box Culvert

Headwalls and Wingwalls Lt. & Rt.

Class 2 Riprap Rt.

Geotextile

1:41:62.5 will not be measured for payment.

4. Excavation for placement of riprap

Subsection 714.01(a).

3. Furnish geotextile conforming to

). See Special 601-A for details.

WINGWALLS FOR 8'x8' BOX CULVERT

CONCRETE (HEADWALL AND

according to item 60101-0000, will be constructed and paid for

2. Headwalls, toewalls, and wingwalls requirements.

Contract Requirements for box culvert

1. See Section 602 of the Special

NOTES:

25'

40'

4,420

Pay Length = 48'

38'

M N N

V c r R o a d w a y C

A D

D S h e e ts S S P P F I X .d g n

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Silver Peak Road

NV FLAP CR 196(2)

0 10 20 30 40 50-40 -30 -20 -10

20'10'0

Scale in Feet

Wingwall A

Wingwall B

Wingwall D

Wingwall C

Backfill

CONCRETE BOX CULVERT TYPICAL SECTION

V a r ie s haunch (typ.)

8" x 8"

Foundation fill

8"8'8"

N.T.S.

Headwall (typ.)

Pay Length = 48'

STA. 70+80.13

ELEVATION

PLAN

Flow

2.00%

Class 2 Riprap

(2' depth)

Class 2 Riprap

4332.79 Profile Grade El.

Sta. 70+80.13

Toewall (typ.)

be removed.

Existing pipes to

Centerline

Roadway

Traveled way Traveled way Shldr.Shldr.

El. 4332.42

Wingwall A & B

Elev. 4323.25

Inlet Invert ty p ty p

-2.00% -2.00%

1:10

Elev. 4322.30

Outlet Invert

El. 4331.47

Wingwall C & D

El. 4323.75

Wingwall C & D

CL of box culvert

Existing ground at

28'

STA. 70+80.13, BOX CULVERT

1' (typ.)

Single 8' Span x 8' Rise Concrete Box Culvert

Headwalls and Wingwalls Lt. & Rt.

Class 2 Riprap Rt.

Geotextile

12' 12' 1'1'

23' 25'

0% will not be measured for payment.

4. Excavation for placement of riprap

Subsection 714.01(a).

3. Furnish geotextile conforming to details.

CULVERT). See Special 601-A for

WINGWALLS FOR 8'x8' BOX

CONCRETE (HEADWALL AND

according to item 60101-0000, will be constructed and paid for

2. Headwalls, toewalls, and wingwalls requirements.

Contract Requirements for box culvert

1. See Section 602 of the Special

NOTES:

4,345

4,340

4,335

4,330

4,325

4,320

4,315

4,310

4,305

(t yp

25'

32'

1'(typ.)

El. 4325.68

Wingwall A & B

M N N

V c r R o a d w a y C

A D

D S h e e ts S S P P F I X .d g n

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Silver Peak Road

NV FLAP CR 196(2)

0 10 20 30 40 50-40 -30 -20 -10

Wingwall B

Wingwall D

Wingwall C

4,300

4,295

4,310

4,315

4,320

4,290

4,285

4,280

4305.55 Profile Grade El.

Sta. 114+94.33

Backfill

CONCRETE BOX CULVERT TYPICAL SECTION

V a r ie s haunch (typ.)

8" x 8"

Foundation fill

8"8'8"

N.T.S.

Headwall (typ.)

4,305

Pay Length = 48'

STA. 114+94.33

ELEVATION

PLAN

Flow

2.00%

Class 2 Riprap

(2' depth)

Class 2 Riprap

Toewall (typ.)

Traveled way Traveled way Shldr.Shldr.

Centerline

Roadway

Wingwall A

El. 4305.18

Wingwall A & B ty p ty p

El. 4304.18

Wingwall C & D -2.00% -2.00%

1:9

El. 4296.45

Wingwall C & D

Elev. 4295.01

Outlet Invert

El. 4298.51

Wingwall A & B

CL of box culvert

Existing ground at to be removed.

Existing culverts

28'

STA. 114+94.33, BOX CULVERT

1' (typ.)

Single 8' Span x 8' Rise Concrete Box Culvert

Headwalls and Wingwalls Lt. & Rt.

Class 2 Riprap Rt.

Geotextile

° 3

12' 12' 1'1'

Elev. 4296.01

Inlet Invert

23' 25'

(t yp

0% will not be measured for payment.

4. Excavation for placement of riprap

Subsection 714.01(a).

3. Furnish geotextile conforming to details.

CULVERT). See Special 601-A for

WINGWALLS FOR 8'x8' BOX

CONCRETE (HEADWALL AND

according to item 60101-0000, will be constructed and paid for

2. Headwalls, toewalls, and wingwalls requirements.

Contract Requirements for box culvert

1. See Section 602 of the Special

NOTES:

20'10'0

Scale in Feet

26'

32'

M N N

V c r R o a d w a y C

A D

D S h e e ts S S P P F I X .d g n

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Silver Peak Road

NV FLAP CR 196(2)

0 10 20 30 40 50-40 -30 -20 -10

20'10'0

Scale in Feet

Wingwall A

Wingwall B

Wingwall D

Wingwall C

4,290

4,285

4,300

4,305

4,310

4,280

4,275

4,270

4297.19 Profile Grade El.

Sta.126+89.94

Backfill

CONCRETE BOX CULVERT TYPICAL SECTION

V a r ie s haunch (typ.)

8" x 8"

Foundation fill

8"8'8"

N.T.S.

Headwall (typ.)

4,295

STA. 126+89.94

ELEVATION

PLAN

Flow

3.00%

Class 2 Riprap

(2' depth)

Class 2 Riprap

Toewall (typ.)

Pay Length = 48' removed.

culverts to be

Existing

Centerline

Roadway

Traveled way Traveled way Shldr.Shldr.

ty p.

El. 4296.82

Wingwall A & B

El. 4295.86

Wingwall C & D

CL of box culvert

Existing ground at

El. 4290.12

Wingwall A & B

Elev. 4287.65

Inlet Invert

Elev. 4286.69

Outlet Invert

El. 4288.14

Wingwall C & D ty p ty p

-2.00% -2.00%

1:9

28'

STA. 126+89.94, BOX CULVERT

1' (typ.)

Single 8' Span x 8' Rise Concrete Box Culvert

Headwalls and Wingwalls Lt. & Rt.

Class 2 Riprap Rt.

Geotextile

23.1' 24.9' (t yp

12' 12' 1'

0% will not be measured for payment.

4. Excavation for placement of riprap

Subsection 714.01(a).

3. Furnish geotextile conforming to

. See Special 601-A for details.

WINGWALLS FOR 8'x8' BOX CULVERT)

CONCRETE (HEADWALL AND

according to item 60101-0000, will be constructed and paid for

2. Headwalls, toewalls, and wingwalls requirements.

Contract Requirements for box culvert

1. See Section 602 of the Special

NOTES:

27'

31'

601-A

WING ELEVATION

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

Abbreviations:

AND WINGWALLS

HEADWALLS

BOX CULVERT

1'-0"

HEADWALL DETAIL

#4 bars (6 tot.)

#4 @ 12" headwall reinforcement into

Extend longitudinal box H e a d w a ll L e n g th

TOEWALL DETAIL

1'-0"

(6 tot.)

#4 bars

#4 @ 18" toewall reinforcement into

Extend longitudinal box

2 (max.)

c l.

WINGWALL TYPICAL SECTION

8" 0-10

4'-0"

1-7

0-8

1'-0" 1'-6"

1'-0" to wall) perpendicular

(measured

H m a x

#4 @ 12"

#5 @ 6"

#5 @ 12"

#4 bars (9 tot.)

#4 @ 12" b.f.

#4 @ 12"

#5 @ 6" recommendations install per manufacturer's

Geocomposite sheet drain

@ 8'-0" (max.) o.c.

slope 2% to drain sheet drain manufacturer.

recommended by

Provide drain grate as material

Limits of backfill

#4 @ 6"

NOTES:

footing) and headwall (above filler between wingwall

" expansion joint2

Finished slope

See Headwall Detail

See Toewall Detail culvert

Concrete box Toewall

Other face of wingwall footing bars splice to longitudinal

2-#4 bars b.f.

longitudinal footing bars

#4 bars splice to footing & toewall bars splice to longitudinal

4-#4 bars

Concrete box culvert

Face of headwall

See Box Culvert Plan and Profile Sheet filler (nail in place)

" expansion joint2

3" cl.

1'-10" min. splice

W ingw all Length

@ 8'-0" (max.) o.c.

TYPICAL HEADWALL / WINGWALL PLAN DETAIL

Foundation fill

T1 wingwall typical section.

behind the wingwalls and headwalls. Limits are shown on the

10. Use Backfill material meeting the requirements of subsection 704.03 construction.

9. The contractor is responsible for the stability of the structure during

(HEADWALL AND WINGWALLS FOR 8'x8' BOX CULVERTS).

8. Include geocomposite sheet drains in the cost of 60103-0000, CONCRETE

7. Clean all construction joints thoroughly before concrete is poured.

coefficient of friction between concrete and soil = 0.65.

surcharge = equivalent height of soil, heq = 2 feet. For sliding, nominal pressure equivalent to a fluid unit weight = 35 lbs. per cubic foot. Live load through 2016. Factored bearing resistance, q =5.0 ksf. Lateral earth

AASHTO LRFD Bridge Design Specifications 7th Edition, 2014 with interims

6. Design Data:

28-day compressive strength f'c = 4000 psi.

5. Concrete will conform to Section 601 in the SCRs, with a minimum the face of any bar of 2", unless shown otherwise on the plans.

M322, Grade 60 deformed. Use a minimum concrete covering to

4. Use reinforcing steel meeting the requirements of AASHTO M31 or shown on the Box Culvert Plan and Profile Sheet.

3. Dimensions, elevations and angles for wingwalls and headwalls are

WINGWALLS FOR 8'x8' BOX CULVERT).

included in the unit cost of 60103-0000, CONCRETE (HEADWALL AND

2. Expansion joint material shall conform to AASHTO M213. Payment

".4

31. Chamfer all exposed concrete corners

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts T T S

P A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

M N N

V c r R o a d w a y C

A D

D S h e e ts T T S

P B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Silver Peak Road

NV FLAP CR 196(2)

601-B

SMALL PIPE CULVERT

CONCRETE HEADWALL FOR

HEADWALL FOR CIRCULAR PIPE

DIAMETER OF PIPE CULVERT

for 1V:1.5H slope, unless otherwise designated by the CO.

Construct headwalls using dimensions shown under values right angles.

Quantities shown are for one headwall with pipe at

FRONT ELEVATION SIDE ELEVATION

C spacing (all ways)

NOTE:

Fi ll S lo p e crushed aggregate

Aggregate base or as directed.

When pipes are on a skew, adapt and lengthen headwalls unless otherwise indicated in the plans or by the CO.

Orient all headwalls parallel to the roadway centerline

C.M./HDPE Pipe

Conc. Pipe

(typ.

(typ.)

2" ty p ty p

".4 3Chamfer all exposed corners not rounded to

CUBIC YARDS OF CONCRETE

0.257

0.241

3'-8"

2'-0"

0'-6"

1'-0"

1'-2"

0'-9"

0'-6"

0.521

0.492

5'-0"

2'-11"

0'-8"

1'-3"

1'-7"

1'-1"

0'-8"

15"

0.739

0.697

6'-0"

3'-2"

0'-8"

1'-6"

1'-9"

1'-3"

0'-9"

18"

1.398

1.319

8'-0"

3'-9"

0'-9"

2'-0"

2'-2"

1'-6"

0'-11"

21" or 24"

2.198

2.067

10'-0"

4'-3"

0'-9"

2'-6"

1'-9"

1'-0"

27" or 30"

3.145

2.947

12'-0"

4'-9"

0'-9"

3'-0"

2'-9"

2'-0"

1'-0"

33" or 36"

#4 Bars at 9" max.

4.105

3.859

14'-0"

5'-3"

1'-0"

3'-6"

3'-2"

2'-2"

1'-0"

42"

5.323

5.004

16'-0"

5'-9"

1'-0"

4'-0"

3'-6"

2'-3"

1'-0"

48"

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

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

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

H whichever is less

Half diameter or

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts T T S p A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Silver Peak Road

NV FLAP CR 196(2)

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", 2'-0" ±

1'-0" ±

18" ±

18" ±18"±

(min.)

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

"/foot of cover,2 minimum

1'-0"

602-A

CULVERT BEDDING

PLASTIC PIPE

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.)

1.FILL HEIGHT TABLE AND MINIMUM CELL CLASSIFICATION NUMBER PER ASTM D 3350

SMOOTH WALL (SOLID WALL) CORRUGATED RIBBED

SIZE

PIPE

SIZE

PIPE

SIZE

PIPE

NUMBER 335434C

CELL CLASSIFICATION

NO. 435400C

CELL CLASS.

NO. 335434C

CELL CLASS.COVER

MINIMUM

NO. 334433C

CELL CLASS.COVER

MINIMUM

COVER

MINIMUM

flexible and rigid pavement.

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

Measure minimum cover from the top of the pipe culvert to camber or increase the pipe culvert gradient.

exceeds the elevation of the inlet invert, reduce the amount of

If the midpoint elevation on the parabolic curve as designed to 1% of the pipe length. Develop camber on a parabolic curve.

through the inlet and outlet inverts an ordinate amount equal

When directed, camber pipe culverts upward from a chord

HIGH DENSITY POLYETHYLENE (HDPE) PLASTIC ROUND PIPE CULVERT

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts T T S

P B .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

Silver Peak Road

NV FLAP CR 196(2)

12 57

INCHES

DIAMETER

INCHES MAXIMUM FILL HEIGHT (FEET)HEIGHT (FEET)

MAXIMUM FILL

INCHESINCHES

DIAMETER

MAXIMUM FILL HEIGHT (FEET)INCHESINCHES

DIAMETER 1.4771.2921.3851.1540.9230.8570.607

MINIMUM WALL THICKNESS (INCHES)

PLASTIC PIPE CULVERT

602-B

NUMBER

O P

E N R

A N

G E

RANGE

OPEN

See Special 633-B

Install sign

Special A

See Special 633-B

Remove and Replace sign

Special A

RANGE

OPEN

Install sign

OM3-R

Install sign

OM3-R

4" solid white stripe

25 50012.525

Scale in feet

4" broken yellow stripe

Centerline rumble strip

P H

Install sign

OM3-R

Install sign

OM3-R

Remove sign

R2-1

25 50012.525

Scale in feet

4" broken yellow stripe 4" solid white stripe

Centerline rumble strip

STATE PROJECT

NUMBER

SHEET

A u g u s t

E M

E N

T M

A R

G S

T A

N V

\c r

\R o a d w a y

\C A

D D

D e s ig n \S

S T

.d g n

Silver Peak Road

NV FLAP CR196(2)

STA. 9+90 TO 24+00

PAVEMENT MARKINGS

SIGNING AND

25 50012.525

Scale in feet

4" solid white stripe

4" broken yellow stripe

Centerline rumble stip

25 30

25 50012.525

Scale in feet

Install sign

OM3-R

Install sign

OM3-R

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

STATE PROJECT

NUMBER

SHEET

A u g u s t

E M

E N

T M

A R

N V

\c r

\R o a d w a y

\C A

D D

D e s ig n \S

S T

.d g n

Silver Peak Road

NV FLAP CR196(2)

STA. 24+00 TO 38+00

PAVEMENT MARKING

SIGNING AND

25 50012.525

Scale in feet

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

40 45

25 50012.525

Scale in feet

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

STATE PROJECT

NUMBER

SHEET

A u g u s t

E M

E N

T M

A R

N V

\c r

\R o a d w a y

\C A

D D

D e s ig n \S

S T

.d g n

Silver Peak Road

NV FLAP CR196(2)

STA. 38+00 TO 53+00

PAVEMENT MARKING

25 50012.525

Scale in feet

Install sign

W11-22

Install sign

W11-22 4" solid white stripe

4" broken yellow stripe Centerline rumble strip

55 60

25 50012.525

Scale in feet

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

STATE PROJECT

NUMBER

SHEET

A u g u s t

V E

M E

N T

M A

R K

T O

N V

\c r

\R o a d w a y

\C A

D D

D e s ig n \S

S T

.d g n

Silver Peak Road

NV FLAP CR196(2)

STA. 53+00 TO 67+00

PAVEMENT MARKING

60 65

25 50012.525

Scale in feet

Install sign

OM3-R

Install sign

OM3-R

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

25 50012.525

Scale in feet

Install sign

OM3-R

Install sign

OM3-R

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

STATE PROJECT

NUMBER

SHEET

A u g u s t

V E

M E

N T

M A

R K

T O

N V

\c r

\R o a d w a y

\C A

D D

D e s ig n \S

S T

.d g n

Silver Peak Road

NV FLAP CR196(2)

STA. 67+00 TO 82+00

PAVEMENT MARKING

75 80

25 50012.525

Scale in feet

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

25 50012.525

Scale in feet

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

STATE PROJECT

NUMBER

SHEET

T10

A u g u s t

V E

M E

N T

M A

R K

T O

N V

\c r

\R o a d w a y

\C A

D D

D e s ig n \S

S T

.d g n

Silver Peak Road

NV FLAP CR196(2)

STA. 82+00 TO 96+00

PAVEMENT MARKING

90 95

25 50012.525

Scale in feet

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

25 50012.525

Scale in feet

4" broken yellow stripe

4" solid white stripe

Install sign

OM3-R

Install sign

OM3-R

Install sign

W11-19

Install sign

W11-19

Centerline rumble strip

STATE PROJECT

NUMBER

SHEET

T11

A u g u s t

V E

M E

N T

M A

R K

T O

N V

\c r

\R o a d w a y

\C A

D D

D e s ig n \S

S T

.d g n

Silver Peak Road

NV FLAP CR196(2)

STA. 96+00 TO 111+00

PAVEMENT MARKING

SIGNING AND

25 50012.525

Scale in feet

Install sign

OM3-R

Install sign

OM3-R

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

25 50012.525

Scale in feet

Install sign

OM3-R

Install sign

OM3-R

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

STATE PROJECT

NUMBER

SHEET

T12

A u g u s t

V E

M E

N T

M A

R K

N V

\c r

\R o a d w a y

\C A

D D

D e s ig n \S

S T

.d g n

Silver Peak Road

NV FLAP CR196(2)

STA. 111+00 TO 125+00

PAVEMENT MARKING

SIGNING AND

25 50012.525

Scale in feet

Install sign

OM3-R

Install sign

OM3-R

4" solid white stripe

4" broken yellow stripe Centerline rumble strip

25 50012.525

Scale in feet

4" broken yellow stripe 4" solid white stripe

RANGE

OPEN

See Special 633-B

Install sign

Special A

Install sign

W3-5 Install sign

R2-1

Install sign

R2-1

Install sign

W8-3

PAVEMENT

ENDS

SPEED

LIMIT

SPEED

LIMIT

SPEED

Centerline rumble strip

STATE PROJECT

NUMBER

SHEET

T13

A u g u s t

E M

E N

T M

A R

N V

\c r

\R o a d w a y

\C A

D D

D e s ig n \S

S T

.d g n

Silver Peak Road

NV FLAP CR196(2)

STA. 125+00 TO 138+58.39

PAVEMENT MARKING

SIGNING AND

No passing zone Passing zone

Edge of shoulder

NO SCALE

CENTERLINE RUMBLE STRIP/STRIPE

as shown on the plans pavement marking

Solid white edge line

DETAIL B

marking on rumble strip

Apply center line pavement

SECTION A-A

Milled rumble strip

See Detail B

Solid yellow center line pavement marking as shown on the plans

Rumble strip (typ.)

passing and no passing zones are continuous through

Center line rumble strips

Dashed yellow center line pavement marking as shown on the plans

STATE PROJECT

M N N

V c r R o a d w a y C

A D

D S h e e ts T T S p A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r t h o m a s .m c c r a r y

_ NUMBER

SHEET

Silver Peak Road

NV FLAP CR 196(2)

7" 5"

5"7"

Spacing Length

12" Width

1 " Depth

10' (typ.)30' (typ.)

(4" width shown)

M N N

V c r R o a d w a y C

A D

D S h e e ts T T S p A .d

U s e r t h o m a s .m c c r a r y

633-A

CENTERLINE RUMBLE STRIP

NOTES:

Traveled Way

Pay limits (includes 7" spacing between indentations)

T14 major driveways.

of turning traffic, such as intersections and

Discontinue centerline rumble strips at areas

633-B

PERMANENT SIGNS

NOTES:

10" 20.9" 10"

" 12.7"

5"D

5.5"

5"D

12.7"

Panel Style: warning.ssi

Color: black on yellow

M.U.T.C.D.: 2009 Edition

SPECIAL A

Material:

Aluminum 0.050" thick (3003-H14 Alloy)

Blind…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.