NV FLAP US93(1)_plans.pdf

6/31/21

09/03/2020

Hahn, Philip R

Digitally signed by Hahn, Philip R Date: 2020.09.03 09:31:30 -06'00'

09/08/2020

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

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)

STATE PROJECT

P

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

Y M U

S .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

08/26/2020

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

USFWS - United States Fish & Wildlife Service

HCL - Horizontal Control Line

HSS - Hollow Structural Sections

NRCS - National Resources Conservation Service

NRS - National Wildlife Refuge System

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION 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)

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

PROJECT SPECIFIC ABBREVIATIONS

DOI - Department of the Interior

STATE PROJECT

P

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

Y M U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

STATE PROJECT

P

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

T L U

S .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1) A4

SURVEY CONTROL

0+

0+

0+

0+

0+

STATE PROJECT

P

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

T E U

S .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

0+

0+

0+

0+

0+

0+

0+

+00

800'400'0

Scale in Feet

US93 North US93 South

SITE MAP

U p p e r L a k e A c c e s s R d

A la m o .1 m ile s

L a s V e g a s

.7 m ile s

A5

.4 M ile s to b e g in in g o f U

S N

.4 M ile s to e n d o f U

S S

138+15

US93 South

End Schedule A

400+40

Black Canyon Road

Begin Schedule A

401+45

Black Canyon Road

End Schedule A

US93 NORTH

END SHCEDULE A

NV FLAP US93(1)

END PROJECT

239+19

US93 NORTH

BEGIN SCHEDULE A

NV FLAP US93(1)

204+59

PARING AREA

VISITOR CENTER

BEGIN OPTION X

900+23

PARKING AREA

VISITOR CENTER

END OPTION X

905+35

US93 SOUTH

BEGIN SCHEDULE A

NV FLAP US93(1)

BEGIN PROJECT

107+114

ENTRANCE ROAD

VISITOR CENTER

BEGIN OPTION X

289+24

ENTRANCE ROAD

VISITOR CENTER

END OPTION X

312+51

503+71

BLACK CANYON TRAIL

END SCHEDULE A

500+00

TRAIL

BLACK CANYON

BEGIN SCHEDULE A

TYPICAL SECTIONS

A6

NO SCALE

STATE PROJECT

P

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

Y P U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

conditions.

variable sand and gravel varies 5-8" HMA over

Existing asphalt pavement conditions.

variable sand and gravel varies 5-8" HMA over

Existing asphalt pavement

NOTE:

TOTAL (mi)

(ft)Roadway

TOTALS (ft)

PROJECT

LENGTH OF

1. Typical sections are representative only.

107+14 to 110+98

EXISTING TYPICAL SECTION

US93 SOUTH

110+98 to 138+15

EXISTING TYPICAL SECTION

US93 SOUTH

Existing centerline rumble strip

LC

Average 26'

Existing width varies

Existing centerline rumble strip

LC

Average 26'

Existing width varies

Schedule A Option X

(ft)Roadway Station to Station

107+14 to 138+15

204+59 to 236+19

400+40 to 401+45

289+24 to 312+51

900+23 to 905+35

Visitor Center Entrance Road

US 93 South

US 93 North

Black Canyon Road

Visitor Center Parking Area

1.28 .54

500+00 to 503+71 Black Canyon Trail 371

Description

A7

NO SCALE

STATE PROJECT

P

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

Y P U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

See pavement detail for lift information.

6.25" Asphalt concrete pavement.

existing

Match existing

Match existing

Match

NOTE:

See pavement detail for lift information.

6.25" Asphalt concrete pavement.

SB Width

Sta Offset

NB Width

Sta Offset

138+15

130+50

128+00

126+56

117+04

114+52

107+14

12'

24'

24'

36'

36'

24'

12'

129+44

128+97

126+45

119+13

117+71

117+35

12'

12'

24'

24'

12'

12' sand and gravel conditions.

varies 5-8" HMA over variable

Existing asphalt pavement sand and gravel conditions.

varies 5-8" HMA over variable

Existing asphalt pavement for lift information.

See pavement detail

2.75" mill and overlay.

information.

detail for lift

See pavement overlay.

2.75" mill and

129+44 to 138+15

107+14 to 117+36

TYPICAL SECTION

US93 SOUTH

117+36 to 129+44

TYPICAL SECTION

US93 SOUTH

1:2

Shldr

4'

Traveled WayShldr

4' 3' min

4'

1:4

1:4

LC

LC

rumble strip

Proposed centerline

5' limit stake

Slope

Clearing and construction limits seeding limits

Topsoil and

Traveled Way

Varies 12'-36'

Varies 12'-24'

MGS, type 2

*Guardrail system

See Detail A

1:3 max stake

Slope

Topsoil and

Traveled Way

Varies 12'-36'

Existing ground

Existing ground

Proposed centerline rumble strip

4'

Shldr

Clear zone 30'

12'

Traveled Way

Clear zone 30'

1:4

1:3 m ax stake

Slope

4' seeding limits

Topsoil and

3' min

See Detail A

Rumble Strip

Proposed Edge Line

Rumble Strip

Proposed Edge Line

1:3 1:3

1:

2.

m ax

Sawcut5

Sawcut5Sawcut 5

1' Shldr

Sta 100+93 and Sta 109+18

*Proposed guardrail Rt only between

Sta <100+00 and Sta 110+61

*Proposed guardrail Lt only between

MGS, type 2

*Guardrail system

Rumble Strip

Proposed Edge Line

8. Refer to Detail C204-50 for benching requirements.

traveled lanes.

7. 30' Clear zone is measured from edge of through

6. Install rumble strips according to Detail C633-50.

specified otherwise.

5. Sawcut 1' from existing edge of pavement unless height.

reduce the B and F dimensions to the actual cut

4. Round all earth slopes. For cut heights less than B,

3. See cross sections for cut and fill slope ratios stability.

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

2. The gradient and width of roadway ditches and the

1. Typical sections are representative only.

5'

B=5'

F= 5' limit

Slope stake

F= 5'

B=5' limit

Slope stake

1:2.5 m ax

2" ACP Type I

US 93

MILL & OVERLAY

PAVEMENT DETAIL

asphalt lifts

Tack coat between

US 93

PAVEMENT DETAIL WIDENING

1:4

DETAIL A

30°

Asphalt concrete pavement base

Aggregate

0.82 sides of roadway)

(Detail applies to both right and left

Shoulder up with Roadway aggregate, method 2

Construct 30° pavement edge (safety edge) method 2

8" Roadway aggregate, aggregate, method 2

8" Roadway first asphalt lift applied prior to

Prime coat 2.5" ACP Type I

3" ACP Type I asphalt lifts

Tack coat between aggregate, method 2

8" Roadway Line Rumble Strip

Proposed Edge surface course

0.75" Open graded surface course

0.75" Open graded

Tortoise Fence

A8

NO SCALE

STATE PROJECT

P

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

Y P U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

conditions.

variable sand and gravel varies 5-8" HMA over

Existing asphalt pavement existing

Match existing

Match

NB Width

Sta Offset

NOTE:

217+09

214+23

205+73

204+59

24'

24'

12'

12' information.

See pavement detail for lift

6.25" Asphalt concrete pavement.

sand and gravel conditions.

varies 5-8" HMA over variable

Existing asphalt pavement lift information pavement detail for overlay. See

2.75" mill and US 93

PAVEMENT DETAIL WIDENING

2" ACP Type I

US 93

MILL & OVERLAY

PAVEMENT DETAIL

V a rie s

V a ri e s

Traveled Way

12'-24'

1:2

Average 26'

Existing width varies rumble strip

Existing centerline

MGS, type 2

Guardrail system

LC

Existing ground strip rumble centerline

Proposed

LC

Average 26'

Existing width varies

LC

rumble strip

Existing centerline

Slope stake limit

Shldr

4'12'

Through Lane

MGS, type 2

Guardrail system first asphalt lift applied prior to

Prime coat 2.5" ACP Type I

3" ACP Type I

222+00 to 236+19

EXISTING TYPICAL SECTION

US93 NORTH

204+59 to 217+09

TYPICAL SECTION

US93 NORTH

Sawcut5

Rumble Strip

Proposed Edge Line Rumble Strip

Proposed Edge Line

Shldr

1' sand and gravel conditions.

varies 5-8" HMA over variable

Existing asphalt pavement

204+59 to 222+00

EXISTING TYPICAL SECTION

US93 NORTH

asphalt lifts

Tack coat between asphalt lifts

Tack coat between

1:4

DETAIL A

30°

Asphalt concrete pavement base

Aggregate

8. Refer to Detail C204-50 for benching requirements.

traveled lanes.

7. 30' Clear zone is measured from edge of through

6. Install rumble strips according to Detail C633-50.

specified otherwise.

5. Sawcut 1' from existing edge of pavement unless height.

reduce the B and F dimensions to the actual cut

4. Round all earth slopes. For cut heights less than B,

3. See cross sections for cut and fill slope ratios stability.

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

2. The gradient and width of roadway ditches and the

1. Typical sections are representative only.

0.82 sides of roadway)

(Detail applies to both right and left

Shoulder up with Roadway aggregate, method 2

Construct 30° pavement edge (safety edge) method 2

8" Roadway aggregate, aggregate, method 2

8" Roadway surface course

0.75" Open graded

A9

NO SCALE

STATE PROJECT

P

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

Y P U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

sand and gravel conditions.

varies 5-8" HMA over variable

Existing asphalt pavement sand and gravel conditions.

varies 5-8" HMA over variable

Existing asphalt pavement existing

Match existing

Match

Sta 204+20 and Sta 219+59

*Proposed guardrail Rt. only between sand and gravel conditions.

varies 5-8" HMA over variable

Existing asphalt pavement existing

Match existing

Match existing

Match

See pavement detail for lift information.

6.25" Asphalt concrete pavement.

existing

Match

SB Width

Sta Offset

NB Width

Sta Offset

NOTE:

236+19

227+72

217+09

12'

24'

24'

See pavement detail for lift information.

6.25" Asphalt concrete pavement.

See pavement detail for lift information.

6.25" Asphalt concrete pavement.

231+32

230+86

228+35

218+84

217+43

217+09

12'

12'

24'

24'

12'

12' for lift information.

See pavement detail

2.75" mill and overlay.

US 93

PAVEMENT DETAIL WIDENING

2" ACP Type I

US 93

MILL & OVERLAY

PAVEMENT DETAIL

for lift information.

See pavement detail

2.75" mill and overlay.

for lift information.

See pavement detail

2.75" mill and overlay.

Shldr

4' 3' min

4'

1:4

1:2

1:

stake

Slope

MGS, type 2

*Guardrail system

LC

seeding limits

Topsoil and

Shldr

4' limit stake

Slope

Traveled Way

Varies 12'-24'

1:4

Varies 12'-24'

Traveled Way

Varies 12'-24'

Traveled Way

Varies 12'-24'

Topsoil and

Detail A

See

Traveled Way

24'

Existing ground ground

Existing

Existing ground

Slope stake limit rumble strip

Proposed centerline rumble strip

Proposed centerline

See Detail A

Proposed centerline rumble strip

4'

Shldr

4'

Shldr

Clear zone 30'

12'

3' min

4'

1:4

Shldr

4' first asphalt lift applied prior to

Prime coat

MGS, type 2

Guardrail system

2.5" ACP Type I

3" ACP Type I

217+09 to 221+46

TYPICAL SECTION

US93 NORTH

221+46 to 231+32

TYPICAL SECTION

US93 NORTH

231+32 to 236+19

TYPICAL SECTION

US93 NORTH

Rumble Strip

Proposed Edge Line

Sawcut5

Sawcut5

Sawcut5 Sawcut 5

Sawcut 5

Clear zone 30'7

Clear zone 30'7

1:

:2 .5 m ax

1:3

Clear zone 30' 7

Rumble Strip

Edge Line

Proposed

Rumble Strip

Edge Line

Proposed

Shldr

1'

Rumble Strip

Proposed Edge Line

Rumble Strip

Proposed Edge Line asphalt lifts

Tack coat between asphalt lifts

Tack coat between limit

Slope stake

5'

B= 5'

F=

:2 .5 m ax

5'

B= 5'

F=

Topsoil and seeding limits

Topsoil and seeding limits 1:4

DETAIL A

30°

Asphalt concrete pavement base

Aggregate

:2 .5 m ax

0.82

8. Refer to Detail C204-50 for benching requirements.

traveled lanes.

7. 30' Clear zone is measured from edge of through

6. Install rumble strips according to Detail 633-A.

specified otherwise.

5. Sawcut 1' from existing edge of pavement unless height.

reduce the B and F dimensions to the actual cut

4. Round all earth slopes. For cut heights less than B,

3. See cross sections for cut and fill slope ratios stability.

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

2. The gradient and width of roadway ditches and the

1. Typical sections are representative only.

8" Roadway aggregate, method 2

8" Roadway aggregate, method 2 method 2

8" Roadway aggregate, aggregate, method 2

8" Roadway limit stake

Slope surface course

0.75" Open graded

Fence

Tortoise

5' sides of roadway) left

(Detail applies to both right and aggregate, method 2

Shoulder up with Roadway

(safety edge)

Construct 30° pavement edge

5'

Fence

Tortoise

A10

NO SCALE

STATE PROJECT

P

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

Y P U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

2%

See pavement detail for lift information.

3" Asphalt concrete pavement.

2%

NOTE:

See pavement detail for lift information.

3" Asphalt concrete pavement.

400+40 to 401+45

EXISTING TYPICAL SECTION

BLACK CANYON ROAD

method 2

2" Roadway aggregate

500+00 to 503+71

TYPICAL SECTION

BLACK CANYON TRAIL

1:4

1'

Shldr

1'

Shldr

1:4

LC

LC

Existing ground

5'

Slope stake limit first asphalt lift applied prior to

Prime coat

Topsoil and

Slope stake limit

Existing ground

1:4

1'

Shldr

1'

Shldr

1:4

LC

LC

Existing ground

Slope stake limit

Topsoil and

Slope stake limit seeding limits

Topsoil and seeding limits

Topsoil and

Traveled way

9'

Traveled way

9'

Traveled way

9'

Traveled way

9'

LC

400+40 to 401+45

TYPICAL SECTION

BLACK CANYON ROAD

max

1:3 max 1:3 to top asphalt lift

Fog seal applied

2%2%

1:4

DETAIL A

30°

Asphalt concrete pavement base

Aggregate height.

reduce the B and F dimensions to the actual cut

4. Round all earth slopes. For cut heights less than B,

3. See cross sections for cut and fill slope ratios stability.

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

2. The gradient and width of roadway ditches and the

1. Typical sections are representative only.

304+66 to 312+51

295+15 to 303+12

289+24 to 290+70

TYPICAL SECTION

VISITOR CENTER ENTRANCE ROAD

295+15 to 312+51

289+24 to 290+70

EXISTING TYPICAL SECTION

VISITOR CENTER ENTRANCE ROAD

0.40

1.8%

BLACK CANYON ROAD

VISITOR CENTER ENTRANCE ROAD

PAVEMENT DETAIL

sides of roadway)

(Detail applies to both right and left

Shoulder up with Roadway aggregate, method 2

Construct 30° pavement edge (safety edge)

4" Roadway aggregate, method 2

4" Roadway aggregate, method 2 aggregate, method 2

4" Roadway lifts placed in two equal

3.0" ACP Type I, Roadway reconditioning, 289+24 to 301+24

10' seeding limits

Topsoil and seeding limits

2" Crushed aggregate

A11

NO SCALE

STATE PROJECT

P

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

Y P U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

first asphalt lift applied prior to

Prime coat

NOTE:

LC

Existing ground

900+23 to 905+35

EXISTING TYPICAL SECTION

VISITOR CENTER PARKING AREA

See pavement detail for lift information.

3" Asphalt concrete pavement.

1:41:4

LC

Existing ground

Topsoil and

Slope stake limit seeding limits

Topsoil and

900+23 to 905+35

TYPICAL SECTION

VISITOR CENTER PARKING AREA

LC

roadway aggregate

Existing

LC

2% 2%

1'

Shldr

1'

Shldr Traveled way

9'

Traveled way

9'

See pavement detail for lift information.

3" Asphalt concrete pavement.

See Detail A

5' 5'

Clearing and construction limits

2%

See pavement detail for lift information.

3" Asphalt concrete pavement.

2% 1:4

1'

Shldr

1'

Shldr

Topsoil and

Slope stake limit

Traveled way

9'

Traveled way

9'

12-inch depth

Concrete curb, Slope stake limit

Slope stake limit

1:3 max

Existing ground

2% min edge of berm

Match existing

Varies Varies

Varies Varies

2%

Topsoil and seeding limits

Topsoil and seeding limits to top asphalt lift

Fog seal applied seeding limits

Topsoil and 1:4

DETAIL A

30°

Asphalt concrete pavement base

Aggregate dimensions.

5. See Visitor Center Parking Area plan sheet for roadway height.

reduce the B and F dimensions to the actual cut

4. Round all earth slopes. For cut heights less than B,

3. See cross sections for cut and fill slope ratios stability.

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

2. The gradient and width of roadway ditches and the

1. Typical sections are representative only.

290+70 to 295+15

TYPICAL SECTION

VISITOR CENTER ENTRANCE ROAD

290+70 to 295+15

EXISTING TYPICAL SECTION

VISITOR CENTER ENTRANCE ROAD

303+12 to 304+66

TYPICAL SECTION

VISITOR CENTER ENTRANCE ROAD

0.40'

VISITOR CENTER PARKING AREA

VISITOR CENTER ENTRANCE ROAD

PAVEMENT DETAIL

4" Roadway aggregate, method 2

4" Roadway aggregate, method 2 sides of roadway)

(Detail applies to both right and left

Shoulder up with Roadway aggregate, method 2

Construct 30° pavement edge (safety edge)

4" Roadway aggregate, method 2 method 2

4" Roadway aggregate, lifts placed in two equal

3.0" ACP Type I, Roadway reconditioning

Roadway reconditioning

STATION

CLASS

TYPE1.

(ft)

LENGTH

PAVED

(ft)

LENGTH

TOTAL

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

(ft)

R

(ft)

R

(ft)

W 1 2

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

Variable

W

Variable

3' minimum

16'x

20' desired

15' min.

1.3'

W

1.3' d

4' (typ.)

4' (typ.)

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.)

U

S E

R

A12

134+66 Rt. 1A 21 21 20

981601A221+94 Rt. 15 35

222+56 Lt. 1A 16 16 20 25 25

301+36 Lt. 3A 11 11 20 N/A N/A

Variable

V a ria b le

A s

B

A

B

M a in li e

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

A

V a ria b le

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

TYPICAL SYMBOL

M a in li grade (optional)

Typical maximum design

A

A B

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

REMARKS

APPROACH ROAD SUMMARY

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.

1.

6.

2.

6.

2.

6.

7.

Subgrade edge

Aggregate base edge

End Section A-A

End Section A-A

Total length

Paved length

90° W

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

90°

Typical culvert location edge subgrade

Normal

Aggregate base edge

R

Total length

R1

WW

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

STATE PROJECT

P

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

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

Sheet and Description

B5 B5 B6 B7-B8 B9 B10 B11-B12 B13-B15 B16

Surfacing

Summaries

Survey and

Grading

Summaries

Erosion

Control

Summaries

Removal

Summaries

Drainage

Summaries

Miscellaneous

Summaries

Signing

Summaries

Striping

Summaries

TTC

Summaries Allowance

Bid

Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 3 3

A0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 8 8

A0040 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 1 1

A0050 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 1.200 1.200

A0060 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 4.880 4.880

A0070 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0090 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 6,246 354 6,600

A0110 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 9 2 11

A0120 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 1 1

A0130 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0140 20101-0000 CLEARING AND GRUBBING ACRE 12.03 0.37 12.40

A0150 20301-0700 REMOVAL OF DELINEATOR EACH 10 10

A0160 20301-2400 REMOVAL OF SIGN EACH 22 22

A0170 20301-2700 REMOVAL OF STRUCTURE EACH 1 1

A0180 20302-0700 REMOVAL OF FENCE LNFT 2,295 115 2,410

A0190 20302-1200 REMOVAL OF GUARDRAIL LNFT 8,337 423 8,760

A0200 20302-1700 REMOVAL OF PAVED WATERWAY, ASPHALT LNFT 20 5 25

A0210 20302-1900 REMOVAL OF PAVED WATERWAY, CONCRETE LNFT 33 2 35

A0220 20302-2100 REMOVAL OF PIPE CULVERT LNFT 164 11 175

A0230 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 1,373 77 1,450

A0240 20315-0000 SAWCUTTING PAVEMENT LNFT 8,807 443 9,250

A0250 20420-0000 EMBANKMENT CONSTRUCTION CUYD 16,850 1,150 18,000

A0260 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 5,157 543 5,700

A0270 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A SQYD 409 41 450

A0280 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 5 1 6

A0290 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 CUYD 71 9 80

A0300 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 35 5 40

A0310 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 6,870 630 7,500

A0320 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 6,409 591 7,000

A0340 40501-0100 OPEN-GRADED ASPHALT FRICTION COURSE, GRADING A OR B TON 1,305 195 1,500

A0350 41102-1000 PRIME COAT, METHOD 1 SQYD 14,682 738 15,420

A0360 41105-0000 BLOTTER TON 107 8 115

A0370 41106-0000 CRUSHED AGGREGATE TON 42 3 45

A0380 41201-0000 TACK COAT TON 20.5 4.5 25.0

A0390 41301-0000 ASPHALT PAVEMENT MILLING SQYD 17,621 1,379 19,000

A0400 60201-0600 18-INCH PIPE CULVERT LNFT 164 11 175

A0410 60201-0800 24-INCH PIPE CULVERT LNFT 378 22 400

MileStone: AD Submittal

Date Completed: 10/02/20

Report Date: 10/05/20

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -O c t-

:4 A

M

Remarks and/or

Determination of

Estimated

Quantity

Pay Item Description Unit

Estimated

Quantities c p w w o rk in g \c e n tr a l0

\d

S O

Q .x ls m

]S h e e t

STATE PROJECT

B1NV FLAP US93(1)NV

SHEET

NUMBER

10/06/2020

Surfacing

Summaries

Survey and

Grading

Summaries

Erosion

Control

Summaries

Removal

Summaries

Drainage

Summaries

Miscellaneous

Summaries

Signing

Summaries

Striping

Summaries

TTC

Summaries Allowance

Bid

Schedule

A0420 60201-1000 36-INCH PIPE CULVERT LNFT 94 1 95

A0430 60201-1100 42-INCH PIPE CULVERT LNFT 45 5 50

A0440 60202-1000 60-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 28 2 30

A0450 60401-1000 MANHOLE, FLH EACH 1 1

A0460 60404-0000 CATCH BASIN (DROP INLET TYPE 2B) EACH 2 2

A0470 60420-0000 OUTLET STRUCTURE EACH 1 1

A0480 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 8,300 100 8,400

A0490 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 10 10

A0500 61901-0900 FENCE, BARBED WIRE, 4 STRAND LNFT 2,331 119 2,450

A0510 61901-3300 FENCE, TORTOISE BARRIER LNFT 9,446 504 9,950

A0520 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0530 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40

A0540 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 40

A0550 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 40

A0560 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 40

A0570 62301-0000 GENERAL LABOR HOUR 40

A0580 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES TORTOISE BIOLOGIST HOUR 1,210 1,210

A0590 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A0600 62407-0000 PLACING CONSERVED TOPSOIL CUYD 5,157 543 5,700

A0610 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 9.6 1.4 11.0

A0620 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 9.6 1.4 11.0

A0630 62903-0000 CELLULAR CONFINEMENT SYSTEM SQYD 194 16 210

A0640 63301-0000 SIGN SYSTEM EACH 31 31

A0650 63302-0000 SIGN SYSTEM SQFT 487.3 487.3

A0660 63309-0200 DELINEATOR, TYPE 2 EACH 98 98

A0670 63313-0000 RUMBLE STRIP LNFT 15,306 769 16,075

A0680 63316-1000 REMOVE AND RESET SIGN EACH 4 4

A0690 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID LNFT 33,940 410 34,350

A0700 63405-2900 PAVEMENT MARKINGS, TYPE H, TURN ARROW EACH 47 47

A0710 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 40 40

A0720 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION EACH 2 2

A0730 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 23 23

A0740 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 3,100 3,100

A0750 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 20,320 20,320

A0760 63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL LNFT 20,320 20,320

A0770 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 500 500

A0780 63508-1000 TEMPORARY TRAFFIC CONTROL, MAINTENANCE OF TRAFFIC, PAVEMENT PATCH TON 260 260

A0790 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR WEEK 19 19

A0800 63640-0400 RELOCATE POLE LPSM All ALL

A0810 63713-0000 FIELD OFFICE SERVICES MO 7 7

-O c t-

:4 A

M

MileStone: AD Submittal

Date Completed: 10/02/20

Report Date: 10/05/20 c p w w o rk in g \c e n tr a l0

\d

S O

Q .x ls m

]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated

Quantity

STATE PROJECT

B2NV FLAP US93(1)NV

SHEET

NUMBER

Surfacing

Summaries

Survey and

Grading

Summaries

Erosion

Control

Summaries

Removal

Summaries

Drainage

Summaries

Miscellaneo us

Summaries

Signing

Summaries

Striping

Summaries

TTC

Summaries Allowance

Bid

Schedule

X0010 15101-0000 MOBILIZATION LPSM ALL

X0020 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 1 1

X0030 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 2 2

X0040 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.540 0.540

X0050 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 2.160 2.160

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0070 15401-0000 CONTRACTOR TESTING LPSM ALL

X0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0090 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 4,964 286 5,250

X0100 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT EACH 1 1

X0110 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

X0120 20101-0000 CLEARING AND GRUBBING ACRE 2.05 0.15 2.20

X0130 20301-2400 REMOVAL OF SIGN EACH 3 3

X0140 20301-2700 REMOVAL OF STRUCTURE EACH 1 1

X0150 20302-2100 REMOVAL OF PIPE CULVERT LNFT 42 3 45

X0160 20303-3700 REMOVAL OF PAVEMENT MARKINGS SQYD 4.33 4.33

X0170 20420-0000 EMBANKMENT CONSTRUCTION CUYD 6,160 6,160

X0180 20466-0000 CONSERVE AND STOCKPILE TOPSOIL CUYD 821 129 950

X0190 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,600 400 2,000

X0200 30303-3000 ROADWAY RECONDITIONING SQYD 4,827 243 5,070

X0210 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,263 87 1,350

X0220 41102-1000 PRIME COAT, METHOD 1 SQYD 7,618 382 8,000

X0230 41105-0000 BLOTTER TON 56 4 60

X0240 41201-0000 TACK COAT TON 0.17 0.03 0.20

X0250 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 445 25 470

X0260 60915-1000 WHEELSTOP, CONCRETE EACH 15 15

X0270 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A STEEL POSTS LNFT 50 50

X0280 61702-1600 TERMINAL SECTION, TYPE MGS FLARED EACH 2 2

X0290 61902-1400 GATE, METAL, 16 FEET WIDTH EACH 2 2

X0300 61902-1800 GATE, METAL, 24 FEET WIDTH EACH 1 1

X0310 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 10

X0320 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 24-INCH

WIDTH HOUR 10

X0330 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 10

X0340 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 10

X0350 62301-0000 GENERAL LABOR HOUR 40

X0360 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES TORTOISE BIOLOGIST HOUR 210 210

X0370 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES ARCHAEOLOGICAL MONITOR HOUR 70 70

X0380 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

X0390 62407-0000 PLACING CONSERVED TOPSOIL CUYD 821 129 950

-A u g -2

:3

P

M

MileStone: 100% Submittal

Date Completed: 08/28/20

Report Date: 08/28/20

C

U s e rs

\c h h o w a r\

D e s k to p \N

V P

A H

R \1

S O

Q .x ls m

]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule X

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

STATE PROJECT

B3NV FLAP US93(1)NV

SHEET

NUMBER

08/28/2020

Surfacing

Summaries

Survey and

Grading

Summaries

Erosion

Control

Summaries

Removal

Summaries

Drainage

Summaries

Miscellaneo us

Summaries

Signing

Summaries

Striping

Summaries

TTC

Summaries Allowance

Bid

Schedule

X0400 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.5 0.5 2.0

X0410 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.5 0.5 2.0

X0420 63301-0000 SIGN SYSTEM EACH 15 15

X0430 63309-0200 DELINEATOR, TYPE 2 EACH 71 71

X0440 63316-1000 REMOVE AND RESET SIGN EACH 2 2

X0450 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID LNFT 11,074 26 11,100

X0460 63405-2950 PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW EACH 7 7

X0470 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL EACH 2 2

X0480 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 6 6

X0490 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 37 37

X0500 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 14 14

X0510 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 70 70

X0520 63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR WEEK 2 2

X0530 64605-0000 FIXTURE LPSM All ALL

-A u g -2

:3

P

M

MileStone: 100% Submittal

Date Completed: 08/28/20

Report Date: 08/28/20

C

U s e rs

\c h h o w a r\

D e s k to p \N

V P

A H

R \1

S O

Q .x ls m

]S h e e t

(4

SUMMARY OF QUANTITIES - Schedule X

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

STATE PROJECT

B4NV FLAP US93(1)NV

SHEET

NUMBER

08/28/2020

B5

SURFACING SUMMARIES

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B6

SUMMARIES

SURVEY AND GRADING

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B7

SUMMARIES

EROSION CONTROL

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B8

REMOVAL SUMMARY

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B9

DRAINAGE SUMMARIES

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B10

MISCELLANEOUS SUMMARIES

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B11

SIGNING SUMMARY

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B12

SIGNING SUMMARY

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B13

SUMMARY

PAVEMENT MARKINGS

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B14

PAVEMENT MARKINGS

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

B15

PAVEMENT MARKINGS

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B16

CONTROL SUMMARIES

TEMPORARY TRAFFIC

STATE PROJECT

P

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

A B U

S .d

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

3300 3300

33003300

3300 3300

33003300

3305 3305

33053305

3305 3305

33053305

STATE PROJECT

P

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

N P U

S .d g n

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1) C1

101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00

200'100'0

Scale in Feet

114+00 115+00113+00

NOTE:

survey limits with CO prior to construction.

Contractor to verify location and limits of guardrail outside of

Replace existing guardrail with MGS guardrail in locations shown.

UNITED STATES FISH & WILDLIFE BLM

UNITED STATES FISH & WILDLIFE BLM

Existing Ground

HCL US93 South

Existing fence

107+14

Pavement connection, 107+29, 16' RT

Begin taper match existing grade.

Profile grade to

100+93 to 109+18 RT

Remove existing guardrail pavement

Proposed edge of pavement

Existing edge of

US93 SOUTH - SCHEDULE A

Begin Schedule A

NV FLAP US93(1)

Begin Project

107+14

100+11 to 110+98

Remove existing guardrail, 114+52, 28' RT

Taper 100+55 to 109+55

MGS flared terminal section

Install MGS guardrail and

Begin Limits of Construction.

<100+00 to 110+98

MGS flared terminal section

Install MGS guardrail and

Begin Limits of Construction.

107+10

Begin Tortoise Fence

(See Points Table STA 109+46)

Slope Stabilization

Cellular Confinement System

109+46, 29' RT

(See Points Table STA 111+36)

Slope Stabilization

Cellular Confinement System

111+36, 32' RT

E: 792936.91

N: 27164326.79

Begin Schedule A

NV FLAP US93(1)

Begin Project

= NDOT 359+74

107+14

333533353335

33353335 33353335

33353335

33353335

333533353335

33353335 33353335

33353335

33353335

3340334033403340 33403340

3340 3340 3340

3340334033403340 33403340

3340 3340 3340

33453345

400+00

500+00

STATE PROJECT

P

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SHEET

NV NV FLAP US93(1) C2

129+00

200'100'0

Scale in Feet

128+00127+00126+00125+00124+00123+00122+00121+00120+00119+00118+00117+00116+00115+00

UNITED STATES FISH & WILDLIFE

UNITED STATES FISH & WILDLIFE

UNITED STATES FISH & WILDLIFE

BLM

Existing Ground

HCL US93 South

R=35' R=35'

R=35'

R=35'

Protect in place

Existing pipes

123+31

123+31

117+04, 40' RT

End taper

117+36, 13' LT

Begin taper

119+13, 28' LT

End taper

Entrance Road

HCL Visitor Center

126+56, 40' RT

Begin taper

See Sheet D2 for Outfall

Road

HCL Black Canyon

126+45, 28' LT

Begin taper

HCL Trail

122+38

122+38 structure

Remove

Sta 400+00 Trailhead

Center Entrance Road

Sta 312+92Visitor

Sta 122+85 US 93

Install gate

128+00, 28' RT

End taper match existing grade.

Profile grade to

Existing Pipe

Connect to

142 LF 24" CMP

Place Manhole and

124+57, 118' LT

detail 602-A (Flashboard Riser)

Place Outlet Structure. See

Structure

Remove Existing Water Control

124+93, 95' RT

Note - Riprap/Geocell Aprons are Dimensioned as L X W1 X W2 X T of pavement

Proposed edge of pavement

Existing edge

US93 SOUTH - SCHEDULE A

install fence

Remove and install fence

Remove and install fence

Remove and

'x

'x

'x

.6

P la c e R ip r a p

C la s s R

T

D ia m e te r A r c h C

M P

P la c e

L

F

I n c h E q u iv il a n t

E x is ti n g

X

A r c h C

M P

P la c e

L

F

C

M P

R e m o v e E x is ti n g

C

M P install fence

Remove and

Reset utility pole

117+31

Begin Tortoise Fence

122+50

End Tortoise Fence

122+54

End Tortoise Fence

123+15

Begin Tortoise Fence

124+16

Fence

End Tortoise

123+23

Fence

Tortoise

Begin

124+25

Fence

Tortoise

Begin 127+74

End Tortoise Fence

127+76

Begin Tortoise Fence

334033403340 33403340

33403340

3340 3340

3340 3340

334033403340 33403340

33403340

3340 3340

3340 3340

33453345

33453345

33553355

33553355

33653365

33653365

53395

53395

STATE PROJECT

P

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U

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NUMBER

SHEET

NV NV FLAP US93(1)

143+00142+00141+00140+00139+00138+00137+00136+00135+00134+00133+00132+00131+00130+00129+00

C3

200'100'0

Scale in Feet

A

UNITED STATES FISH & WILDLIFE

UNITED STATES FISH & WILDLIFE

UNITED STATES FISH & WILDLIFE

UNITED STATES FISH & WILDLIFE

Existing Ground

HCL US93 South

53' LT

Remove asphalt

129+44, 14' LT

End taper match existing grade.

Profile grade to

Protect in Place

Existing Pipes fence

Remove and install install fence

Remove and

Install fence

130+50, 28' RT

Begin taper

US93 SOUTH - SCHEDULE A

NV FLAP US93(1) South

End Schedule A

138+15

E: 791537.02

N: 27167093.94

NV FLAP US93(1) South

End Schedule A

138+15

P la c e

L

F

C

M P

E x is ti n g

C

M P

137+85, 16' RT

End taper

138+15

Pavement connection, Existing Pipe

Connect to of pavement

Proposed edge of pavement

Existing edge

129+44

End Tortoise Fence

134+56

End Tortoise Fence

134+79

Begin Tortoise Fence

138+17

End Tortoise Fence

3390 3390

3395 3395

3400 3400

3405 3405

34053405

3410 3410

3410 3410

34103410

34153415

34203420

STATE PROJECT

A

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

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U

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NUMBER

SHEET

NV NV FLAP US93(1)

204+00 205+00

C4

206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00

Existing Ground

200'100'0

Scale in Feet

217+09, 14' LT

Begin taper

214+24, 28' RT

End taper

BLM

match existing grade.

Profile grade to

Note - Riprap/Geocell Aprons are Dimensioned as L X W1 X W2 X T

Existing 36" CMP

216+36, Remove

UNITED STATES FISH & WILDLIFE

E: 789189.33

N: 27179876.59

NV FLAP US93(1) North

Begin Schedule A

204+59 guardrail continuation of

See Sheet C7 for

NV FLAP US93(1) North

Begin Schedule A

204+59

204+59

Begin Taper, Pavement connection, US93 NORTH - SCHEDULE A

<200+00 to 221+21

Install guardrail

<200+00 to 221+21

Remove guardrail

<200+00 to 221+09 install guardrail

Remove and

'x

'x

'x

.5

S lo p e S ta b il iz a ti o n a t

C u lv e r t

O u tl e ts

C e ll u la r C o n fi n e m e n t

S y s te

P la c e

L

F

C

M P

R e m o v e E x is ti n g

C

M P

'x

'x

'x

.5

S lo p e S ta b il iz a ti o n a t

C u lv e r t

O u tl e ts

C e ll u la r C o n fi n e m e n t

S y s c e

L

F

C

M P

E x is ti n g

C

M P

Existing Pipe

Connect to of pavement

Proposed edge of pavement

Existing edge

204+70

Begin Tortoise Fence

216+00

Begin Tortoise Fence

3435 3435 3435

34403440

344534453445

34503450

P C

.7

STATE PROJECT

P

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

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U

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NUMBER

SHEET

NV NV FLAP US93(1)

218+00

C5

219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00

Existing Ground

HCL US93 North

U p p e r L a k e A c c e s s R d

228+35, 28' LT

Begin taper

230+87, 16' LT

End taper

227+72, 24' RT

Begin taper

218+83, 28' LT

End taper

A

A

BLM

BLM BLM

U.S. FISH & WILDLIFE SERVICE

BLM

match existing grade.

Profile grade to

231+32

Note - Riprap/Geocell Aprons are Dimensioned as L X W1 X W2 X T

227+98)

(See Points Table STA

Place Riprap Class 3 RT

228+59)

(See Points Table STA

Place Riprap Class 3 RT

229+78)

(See Points Table STA

Place Riprap Class 3 RT

<200+00 to 221+09

MGS end sections

Install MGS guardrail and

<200+00 to 221+21 and MGS end sections

Install MGS guardrail

<200+00 to 219+21

Remove guardrail

<200+00 to 221+16

Remove guardrail

US93 NORTH - SCHEDULE A

'x

.5 'x

.5

S lo p e S ta b il iz a ti o n a t

C u lv e r t

O u tl e ts

C e ll u la r C o n fi n e m e n t

S y s c e

L

F

C

M P

E x is ti n g

C

M P

Existing Pipe

Connect to of pavement

Existing edge of pavement

Proposed edge

222+22

End Tortoise Fence

(See Points Table STA 221+10)

Slope Stabilization

Cellular Confinement System

221+10, 41' RT

221+23

Fence

Tortoise

End

222+43

Begin Tortoise Fence

223+00

Begin Tortoise Fence

200'100'0

Scale in Feet

(See Points Table STA 219+25)

Slope Stabilization

Cellular Confinement System

219+25, 36' RT

137 LF 18" CMP

Place Drop Inlet Type 2B

222+58, 36' RT

Place Drop Inlet Type 2B

222+66, 36' RT

3435 3435

3435 3435

3440 3440

3445 3445

344534453445

34503450

34553455

34653465

STATE PROJECT

P

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NUMBER

SHEET

NV NV FLAP US93(1)

232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00

C6

Existing Ground

200'100'0

Scale in Feet

HCL US93 North

236+19, 11' RT

End taper

Pavement connection.

BLM SHARP, JOSEPH L RANCH, LLC

LEE, JOHN KEVIN & ALYSSA

SHARP, JOSEPH L RANCH, LLC

BLM

BLM

match existing grade.

Profile grade to

235+88, 16' RT

Taper

US93 NORTH - SCHEDULE A

'x

'x

'x

.5

C u lv e r t

O u tl e ts

S lo p e S ta b il iz a ti o n a t

S y s

C ll u la r C o n fi n e m e n t

F

E S

P la c e L

F

C

M P

E x is ti n g

C

M P

End Schedule A

NV FLAP US93(1) North

End Project

236+19

Note - Riprap/Geocell Aprons are Dimensioned as L X W1 X W2 X T

Existing Pipe

Connect to of pavement

Proposed edge of pavement

Existing edge

236+10

End Tortoise Fence

233+40

End Tortoise Fence

E: 787302.81

N: 27182407.01

End Schedule A

NV FLAP US93(1) North

End Project

= NDOT 555+15

236+19

STATE PROJECT

P

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

R U

S .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1) C7

200'100'0

Scale in Feet

UNIV.OF NEV BOARD OF REGENTS

BLM

NOTE:

survey limits for approval by CO.

Verify location and limits of guardrail outside

(flared or nonflared) to existing end anchorages.

locations shown. Match new end anchorages existing guardrail with MGS guardrail in approximate based on aerial imagery. Replace

Limits of guardrail shown in this plan are

UNITED STATES FISH & WILDLIFE

UNITED STATES FISH & WILDLIFE

<200+00 to 221+09 guardrail and MGS end sections

Remove and Install MGS guardrail and MGS end section

Remove and Install MGS

<200+00 to 221+21 guardrail and MGS end section

Remove and Install MGS

<200+00 to 221+21 guardrail and MGS end section

Remove and Install MGS

<200+00 to 221+09 guardrail and MGS end sections

Remove and Install MGS

NV FLAP US93(1) North

Begin Schedule A

204+59

GUARDRAIL PLAN

SCHEDULE A

US93 NORTH

.9

.9

.9

.0

33353335

Curve = P_US93_VC-1

PI 289+82.39

D

R = 300.00'

T = 32.00'

L = 63.77'

Curve = P_US93_VC-2

PI 293+20.03

D

R = 1,500.00'

T = 102.81'

L = 205.30'

Curve = P_US93_VC-3

PI 294+38.29

D

R = 400.00'

T = 15.77'

L = 31.51'

Curve = P_US93_VC-4

PI 295+11.68

D

R = 400.00'

T = 14.61'

L = 29.20'

Curve = P_US93_VC-5

PI 298+26.93

D

R = 1,200.00'

T = 157.73'

L = 313.67'

Curve = P_US93_VC-6

PI 301+46.75

D R = 100.00'

T = 84.70'

L = 140.55'

Curve = P_US93_VCP-2

PI 904+55.58

D

R = 100.00'

T = 38.66'

L = 73.77'

P O

T

.0

P C

.3

P T

.1

P C

.2

P C

C

.5

P T

.0

P C

.0

P T

.2

P C

.1

P T

.8

P C

.0

P R

C

.7

7 PT 304+58.01

P O

T

.0

PC

901+

84.76

PT 903+09.73

PC 904+16.92

PT 904+90.70

905+00

P O

T

.4

STATE PROJECT

P

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NUMBER

SHEET

Superelevation Diagram

NV NV FLAP US93(1)

,3

.1

V P I

E L

,3

.5

+0.841% +2.559%

90' VC

K = 52

V P I

E L

,3

.5

+1.240%

50' VC

K = 38

SSD = 843'

V P I

E L

,3

.7

-1.599%

40' VC

K = 14

SSD = 400'

V P I

E L

,3

.0

-0.200%

40' VC

K = 29

V P I

E L

,3

.7

100' VC

K = 113

V P I

E L

,3

.9

+0.683%

50' VC

K = 217

SSD = 4702'

200'100'0

Scale in Feet

288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00 301+00

Entrance Road

HCL Visitor Center

24' Width

Gate, Metal, Parking Area

HCL Visitor Center

Existing ground

D1

NV FLAP US93(1)

Entrance Road

Visitor Center

Begin Option X

289+24

290+70

Begin curb

295+15

End curb

16' Width

Gate, metal, VISITOR CENTER ENTRANCE ROAD - OPTION X

0%

5%

-5%

5%

0%

-5%

289+24

289+60

-2% -1%

-2%

2% Profile grade line and axis of rotation LT EOP

RT EOP

E: 790678.29

N: 27164315.42

NV FLAP US93(1)

Visitor Center Entrance Road

Begin Option X

289+24 of pavement

Existing edge of pavement

Proposed edge

Curve = P_US93_TRL-1

R = 50.00'

T = 30.57'

L = 54.87'125+00

P O

T

.0

P O

T

.0

PC 50

0+00.0

PT

.8

P O

T

.1

Curve = P_US93_VC-6

PI 301+46.75

D

R = 100.00'

T = 84.70'

L = 140.55'

Curve = P_US93_VC-7

PI 302+72.32

D

R = 200.00'

T = 69.72'

L = 134.17'

Curve = P_US93_VC-8

PI 303+99.32

D

R = 200.00'

T = 62.55'

L = 121.24'

Curve = P_US93_VC-9

PI 305+52.03

D

R = 200.00'

T = 92.77'

L = 173.72'

Curve = P_US93_VC-10

PI 308+60.72

D

R = 300.00'

T = 100.34'

L = 193.67'

Curve = P_US93_VC-11

PI 310+83.57

D

R = 250.00'

T = 83.72'

L = 161.57'

P T

.8

P C

.0

P R C

.6

P R

C

.7

PT 304+

58.01

PC

.2

P T

.9

P C

.3

P T

.0

PC

.8

PT 311+

61.42

POT 312+87.00

STATE PROJECT

P

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NUMBER

SHEET

Superelevation Diagram

NV NV FLAP US93(1)

E L

,3

.9

+0.453%

50' VC

K = 217

SSD = 4702'

V P I

E L

,3

.2

190' VC

K = 113

V P I

E L

,3

.5

+2.140% -1.765%

175' VC

K = 45

SSD = 364'

V P I

E L

,3

.5

+1.286%

125' VC

K = 41

V P I

E L

,3

.9

100' VC

K = 21

V P I

E L

,3

.5

+6.0 00%

+2.000%

100' VC

K = 25

SSD = 320'

,3

.1

D2

300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00

200'100'0

Scale in Feet

Profile Grade Line

R=35'

HQ

En tra nc e

Rd

HCL US93 South

HCL Black Canyon Road

Drainage Information

See Sheet C2 for A

312+00 313+00

Existing Ground

16 feet width

Gate, Metal, 302+97, 44' LT and 24" pipe.

Remove existing structure

124 LF of 24" CMP

Place Manhole LT

124+57, 118' LT

Note - Riprap/Geocell Aprons are Dimensioned as L X W1 X W2 X T

7'x5'x8'x1'

Class 2 Riprap LT

124+64, 269' LT

301+99 to 302+51

Install guardrail

Entrance Road

HCL Visitor Center

24' Width

Gate, Metal, 310+68, 10' LT

311+19, 24' LT

311+74, 24' LT

312+29, 10' LT

R=35'

VISITOR CENTER ENTRANCE ROAD - OPTION X

Entrance Road

End Visitor Center

End Option X

312+51

RT EOP

LT EOP

5%

0%

302+50 2%

-2% 303+00

312+51

-2%

5%

0%

-5%-5% of pavement

Proposed edge

E: 792202.96

N: 27165715.29

Entrance Road

End Visitor Center

End Option X

312+51 P la c e

P r o te c t in x

C M

P

E x is ti n g D u a l

125+00

STATE PROJECT

P

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

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S .d g n

U

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NUMBER

SHEET

NV NV FLAP US93(1)

,3

.1

V P I

E L

,3

.9

V P I

E L

,3

.4

,3

.4

SSD = 379

K = 13

40' VC

60' VC

K = 12-1.80%

D3

200'100'0

Scale in Feet

Existing ground

400+00 401+00

R=35'

R=35'

402+00

400+75

Profile grade

400+75

HCL Black Canyon Road

HCL Visitor Center Entrance Road

E: 792264.42

N: 27165746.38

Black Canyon Road

Begin Schedule A

400+40

E: 792357.33

N: 27165793.39

Black Canyon Road

End Schedule A

401+45

BLACK CANYON ROAD - SCHEDULE A

Black Canyon Road

Begin Schedule A

400+40

Black Canyon Road

End Schedule A

401+45 of pavement

Proposed edge

3335333533353335

33353335

3335333533353335

33353335

3340334033403340 33403340

3340 3340 3340

3340334033403340 33403340

3340 3340 3340

Curve = P_US93_TRL-1

PI 500+30.57

D

R = 50.00'

T = 30.57'

L = 54.87'

Curve = P_US93_TRL-2

PI 503+55.77

D

R = 125.00'

T = 15.41'

L = 30.66'

400+00

401+00

402+00

0500+00

STATE PROJECT

P

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

N P U

S .d g n

U

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NUMBER

SHEET

NV NV FLAP US93(1)

,3

.6

V P I

E L

,3

.6

-0.062% +0.064%

100' VC

V P I

E L

,3

.7

+0.064% -0.334%

100' VC

,3

.4

500+00 500+50 501+00 501+50 502+00 502+50 503+00 503+50 504+00

100'50'0

Scale in Feet

D4

Existing edge of trail

Existing ground

HCL Trail

HCL US93 South

Proposed edge of trail

HCL Black Canyon Road

E: 792255.38

N: 27165889.02

Black Canyon Trail

Begin Schedule A

500+00

E: 792066.88

N: 27166197.53

Black Canyon Trail

End Schedule A

503+71

Proposed grade

BLACK CANYON TRAIL - SCHEDULE A

Black Canyon Trail

End Schedule A

503+71

Black Canyon Trail

Begin Schedule A

500+00

Curve = P_US93_VC-1

PI 289+82.39

D

R = 300.00'

T = 32.00'

L = 63.77'

Curve = P_US93_VCP-1

PI 906+84.22

D

R = 42.02'

T = 499.46'

L = 124.96'

Curve = P_US93_VCP-2

PI 904+55.58

D

R = 100.00'

T = 38.66'

L = 73.77'

P O

T

.0

P C

.7

P T

.7

P C

.9

P T

.7

P O

T

.4

PC

.3

P T

.1

33103310

STATE PROJECT

P

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

N P U

S .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U

S E

R

NUMBER

SHEET

NV NV FLAP US93(1)

B

A

G

D J

K

L

M

R

N

R

O

P

Q

R

S

T

U

V

W

X

AA

AC

Y

Z

AB

AD

AE

AG

R

R

R

R

R

35'R

Existing edge of gravel

Parking Area

HCL Visitor Center

Prosposed edge of pavement

D5

40'20'0

Scale in Feet

AF

(do not disturb)

Existing pull box

67.5'R

.5 'R

Existing water (do not disturb)

AHAI

AJ

AK

H

I

End Trail, match existing

901+72, 28 RT

End Trail, match existing

901+47, 30 LT

NOTE:

to verify utility location prior to construction.

Utilities shown are from best available data. Contractor 2.

See sheet D06 for location and elevation information.1.

existing.

elevation to match

Along curb, proposed

P…