AZ NV BR LCDO HOOVER PARKING Plans_FINAL(Reduced size).pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2022.08.16 10:02:31 -06'00'

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

NO SCALE

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 N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

AZ/NV BR LCDO HOOVER PARKING

AZ/NV

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

NO SCALE

A3

PROJECT SPECIFIC ABBREVIATIONS

Nevada Department of TransportationNVDOT

Special Contract RequirementsSCR's

United States Bureau of ReclamationBOR or USBR

36 31

36 31

6 1

ˆ

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)

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

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

DD

D

D

B U

S E S

O N

L Y

B U

S E S

O N

S E S

O N

NO PARKING

NO PARKING

NO PARKING NO PARKING

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

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

S it e M a p .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

AZ/NV BR LCDO HOOVER PARKING

AZ/NV

SITE MAP

A4

1,500'750'0

Scale in Feet

0+

5+

0+

155+

5+

140+

N e v a d a

N e v a d a

A r iz o n a

125+

0+

0+

95+

40+00

0 7

+00

80+

85+

90+00

Potential Staging Area

Potential Staging Area

A r iz o n a

N e v a d a

A riz o n a

C o lo r a d o R iv e r

LEGEND

Interstate

State Highway

U.S. Route

33 Miles

To Las Vegas, NV

75 Miles

To Kingman, AZ

C o lo ra d o R iv e r

N evad a

A rizon a

NO SCALE

OREGON IDAHO

U T

A H

A R

IZ

O N

A

C A

LIFO

R N

IA

ELY

RENO

CITY

CARSON

VEGAS

LAS

WINNEMUCCA

KEY MAP OF NEVADA

INTERSTATE

INTERSTATE

INTERSTATE

N evada

Arizona

N e v a d a

A riz o n a

N e v a d a

A riz o n a

C o lo r a d o R iv e r

C o lo ra d o R iv e r

E. Tropicana Ave.W. Tropicana Ave.

E. Susnet Road

E. Susnet Road

E. Flamingo Rd.

E. Flamingo Rd.

W. Flamingo Rd.

McCarran

International

Airport

E. Tropicana Ave.

Lakeshore Road

Lakeshore Road

L a k e s h o r e R o a d

L a k e s h o re R o a d

W. Hacienda Ave.

W. Susnet Road

S

L a s V e g a s B lv d

S

L a s V e g a s B lv d

S

L a s V e g a s B lv d

E

L a k e M e a d P k w y

E.

La ke M ea d

Pk wy.

N . B o u ld e r H w y

N . B o u ld e r H w y

S . N e llis B lv d

S . N e llis B lv d

S

L a s V e g a s B lv d

Kingman, AZ

To

M o u n ta in V is ta S t.

Lake Mead

Boulder City, NV

Henderson, NV

Las Vegas, NV

Lake Mead

Lake Mead

Lower Portal

L o w e r P o rt a l

A cc es s

R oa d

Access Road

AZ/NV BR LCDO HOOVER PARKING

Station 21+66

Begin Schedule A

AZ/NV BR LCDO HOOVER PARKING

Station 160+57

End Schedule A

Lot #15

Arizona Overlook Parking

Lot #16

Parking

Helipad

Arizona

Lot #12

Lot #13

Lot #10

Lot #11

Lot #9

Lot #14

Memorial Bridge Plaza Parking

Parking Area

Welcome to Nevada

Historic Railroad Trail Pickup Road

Cell Tower Service Road

Visitor Parking Garage Road

Arizona Employee Parking

Employee Parking

Lot #8 Nevada

Flag Pole Lot

Lower Portal Access Road

HOOVER DAM PARKING LOTS REHAB

AZ/NV BR LCDO HOOVER PARKING

HOOVER DAM PARKING LOTS REHAB

AZ/NV BR LCDO HOOVER PARKING

Lot #7 Hoist House Parking Area

Slope Repair

Warehouse Lot

(Constructed by others)

NV Security Checkpoint

(Constructed by others)

End Entrance Station Project

(Constructed by others)

Begin Entrance Station Project

Law Enforcement Parking

Construction Limits Construction Limits

Var ies

Varies

Slope

Variable

Existing asphalt surface

Varies

Match Existing

Varies

Match Existing

Varies

Match Existing

A5

NO SCALE

3.

Average Existing Width

Existing aggregate base depth unknown

Existing asphalt pavement depth unknown

Parking Areas

EXISTING TYPICAL SECTION

Varies 26' to 100' NOTE:

GUARDRAIL RIPRAP

Va rie s

Guardrail Riprap Placement

Typical Section

1'

Pavement

Edge of

Existing Conditions with Proposed limits Finished Riprap Concept/Look Finished Riprap Concept/Look 1.

1.

4.

3.

2.

1.

ACCESS ROADS

PARKING AREAS AND

TYPICAL SECTIONS

SCHEDULE A

VARIOUS LOCATIONS

SURFACE TREATMENT

TYPICAL SECTION

Dimensions shown are approximate and may be varied by the CO. Existing widened and superelevated sections are not shown.

Protect existing curb, gutter, sidewalk, guardrail, barrier, historic stone masonry and other roadside structures and drainage features within and immediately adjacent to the limits of construction.

Refer to Tabulation of Quantities and D Sheets for quantities and extent of asphalt surface treatment.

Refer to Typical Section Summary Table for Locations and more information.

Crack seal and patch pavement according to Sections 414 and 418. Asphalt concrete pavement patch locations are shown in the summary tables and as directed by the CO.

Maintain existing reveal for curbs, sidewalks, and other features.

Place permanent pavement markings, symbols and markers according to Section 634. Refer to the

Tabulation of Quantities and the V-Sheets for more information.

Refer to the SCR's for Secure Area requirements. 7.

6.

5.

4.

3.

2.

1.

3' 3.

3' 3'

Seal Coat

1.

RIPRAP (BARRIER ROCK) NOTES:

potential for erosion where existing rock is moved.

Existing rock along the guardrail may be incorporated into the proposed berm. Limit disturbance or

Locations for riprap placement are shown in the Tabulation of Quantities and the C Sheets.

or pavement.

be performedby hand or mechanical. Place rock in a manner that does not damage the existing rail

Place riprap (barrier rock) to create a berm as close to the existing pavement as feasible. Work may

Field verify existing conditions and the limits of armoring prior to importing material.

of placing riprap at edge of roadway and around the guardrail posts and to the existing hinge point.

Photos are for reference only. Photos are intended to show the existing conditions and the intent

STATE PROJECT

A

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

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

P A

R K I N

G

T y p ic a l_

S e c ti o n s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

Sheet and Description

B2 B3-B6 B7-B8 B9 B10

Surfacing Summary

Permanent Signing

Summary

Permanent Pavement Marking

Summary

Temporary Traffic Control

Summary

Miscellaneous Summaries

Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 20301-2400 REMOVAL OF SIGN EACH 95 5 100

A0120 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL

A0140 20420-0000 EMBANKMENT CONSTRUCTION CUYD 10 10 As directed by CO.

A0160 25101-0100 PLACED RIPRAP, METHOD A, CLASS 1 (Barrier Rock) CUYD 393 32 425

A0180 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED CUYD 40 40

A0200 41402-2000 CRACKS, CLEANING AND SEALING MILE 3.59 0.16 3.75

A0220 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 154 46 200

A0240 42201-0000 SEAL COAT SQYD 50,464 2,536 53,000

A0260 60915-1000 WHEELSTOP, CONCRETE EACH 15 15

A0280 61401-0000 LEAN CONCRETE BACKFILL CUYD 10 10

A0300 62201-0100 DUMP TRUCK, 6 CUBIC YARD MINIMUM CAPACITY HOUR 10 As directed by CO.

A0320 62201-3000 HYDRAULIC EXCAVATOR HOUR 10 As directed by CO.

A0340 62301-0000 GENERAL LABOR HOUR 40 As directed by CO.

A0360 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 10 As directed by CO.

A0380 63301-0000 SIGN SYSTEM (FLASHING LIGHT BEACON) EACH 2 2

A0400 63301-0000 SIGN SYSTEM EACH 65 5 70

A0420 63301-0000 SIGN SYSTEM (PANEL) EACH 25 5 30

A0440 63308-3000 OBJECT MARKER, TYPE 3 EACH 4 4

A0460 63309-0100 DELINEATOR, TYPE 1 EACH 10 10

A0480 63310-0000 CHANNELIZING DEVICE (YELLOW) EACH 15 15

A0500 63310-0000 CHANNELIZING DEVICE (WHITE) EACH 85 85

A0520 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 12.28 0.72 13.00

A0540 63402-0500 PAVEMENT MARKINGS, TYPE C, SOLID MILE 0.30 0.20 0.50

A0560 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 106 2 108

A0580 63406-0100 RAISED PAVEMENT MARKER, NON-REFLECTIVE EACH 208 22 230

A0600 63406-0200 RAISED PAVEMENT MARKER, NON-PLOWABLE, BI-DIRECTIONAL

REFLECTIVE EACH 44 6 50

A0620 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A0640 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 8 8

A0660 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER EACH 200 200

A0680 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 15 15

A0700 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 2,000 2,000

A0720 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 300 300

A0740 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 6.00 6.00

A0760 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 350 350

MileStone: LCDO HOOVER PS&E Date Completed: 06/08/22 Report Date: 06/08/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -J u n -2

:4 P

M

Remarks and/or Determination of Estimated Quantity

Pay Item Description Unit

Estimated Quantities

N

A Z \a z n v

H o o ve r p a rk in g \R o a d w a y\

C A D

D S h ee ts \B

-S u m m \S p re a d sh ee ts

S O

Q H

O O

V E R P a rk in g .x ls m

]S h ee t

STATE PROJECT

B1

AZ/NV BRR LCDO

HOOVER DAM PARKINGAZ/NV

SHEET

NUMBER

B2

SURFACING SUMMARY

Sheet 1 of 1

NOTE:

1.

Verification of paved width and areas is incidental.

Verify paved widths and areas according to Section 152. See the SCR's for more information.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts B S u m m T a b lu la ti o n

Q u a n ti ti e s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

B3

SUMMARY

PERMANENT SIGNING

Sheet 1 of 4

NOTE:

3.

2.

1.

locations. See Appendix for more information.

Sta 286+25 to 336+00 refer to NVDOT sign installation existing sign panel and associated hardware as required.

Sign System (Panel) are proposed. Remove and replace only

Where present, do not remove existing post or bracket when or delineators that are not shown in the summary tables.

Do not disturb any signs, panels, object markers

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts B S u m m T a b lu la ti o n

Q u a n ti ti e s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

B4

PERMANENT SIGNING

Sheet 2 of 4

NOTE:

2.

1.

as required.

replace only existing sign panel and associated hardware when Sign System (Panel) are proposed. Remove and

Where present, do not remove existing post or bracket or delineators that are not shown in the summary tables.

Do not disturb any signs, panels, object markers

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts B S u m m T a b lu la ti o n

Q u a n ti ti e s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

B5

Sheet 3 of 4

SUMMARY

PERMANENT SIGNING

NOTE:

2.

1.

as required.

replace only existing sign panel and associated hardware when Sign System (Panel) are proposed. Remove and

Where present, do not remove existing post or bracket or delineators that are not shown in the summary tables.

Do not disturb any signs, panels, object markers

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts B S u m m T a b lu la ti o n

Q u a n ti ti e s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

Sheet 4 of 4

PERMANENT SIGNING

B6

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts B S u m m T a b lu la ti o n

Q u a n ti ti e s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

B7

MARKING SUMMARY

PERMANENT PAVEMENT

Sheet 1 of 2

NOTE:

4.

3.

2.

1.

symbol or text.

For symbols and text placed in hatched areas, block out the hatch for proposed curb text where present.

For Pavement Markings, Type C apply a single coat. Type C markings include

For Pavement Markings, Type B apply two coats. Pay item reflects both coats.

See Section 634 of the SCR's for more information.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts B S u m m T a b lu la ti o n

Q u a n ti ti e s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

B8

MARKING SUMMARY

PERMANENT PAVEMENT

Sheet 2 of 2

NOTE:

4.

3.

2.

1.

text.

block out the hatch for proposed symbol or

For symbols and text placed in hatched areas, For Pavement Markings, Type C apply a single coat.

Pay item reflects both coats.

For Pavement Markings, Type B apply two coats.

more information.

See plan sheets and Section 634 of the SCR's for

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts B S u m m T a b lu la ti o n

Q u a n ti ti e s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

Sheet 1 of 1

CONTROL SUMMARY

TEMPORARY TRAFFIC

B9

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts B S u m m T a b lu la ti o n

Q u a n ti ti e s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

Sheet 1 of 1

MISCELLANEOUS SUMMARIES

B10

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts B S u m m T a b lu la ti o n

Q u a n ti ti e s .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

P T

.5

DD

D

D

0 3

100'50'0

Scale in Feet

C1

100'50'0

Scale in Feet

NOTE:

21+66 to 34+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

Existing Historical Wall Structure from Surface Treatment.

Do Not disturb Existing Historical Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

E = 900412.21

N = 26708135.95

Station 21+66.00

PARKING

AZ/NV BR LCDO HOOVER

Begin Schedule A

Begin Project

See D-Sheets for more information

Lower Portal Access Road

See D-Sheets for more information

Central Warehouse Parking Lot with other contractors according to Section 108.

and is meant for visual purposes only. Coordinate separate contract. Linework shown is approximate reference only and is being constructed under a

The entry station project linework is shown for5.

more information on proposed mainline work.

Refer to the tabulation of quantities for4.

(Separate Project)

Entrance Station Project

Approximate Start

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

D

100'50'0

Scale in Feet

C2

100'50'0

Scale in Feet

NOTE:

Existing Historical Wall Structure from Surface Treatment.

Do Not disturb Existing Historical Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

34+00 to 48+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

Method A, Class 1 Placed Riprap, 43+68 to 45+03 Lt

Method A, Class 1 Placed Riprap, 47+31 to 56+93 Lt

Potential Staging Area with other contractors according to Section 108.

and is meant for visual purposes only. Coordinate separate contract. Linework shown is approximate reference only and is being constructed under a

The entry station project linework is shown for5.

more information on proposed mainline work.

Refer to the tabulation of quantities for4.

(Separate Project) Entrance Station Project Approximate End

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

0 4

100'50'0

Scale in Feet

C3

100'50'0

Scale in Feet

NOTE:

Do Not Disturb Concrete Pavement

Existing Historical Wall Structure from Surface Treatment.

Do Not disturb Existing Historical Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

48+00 to 62+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

See D-Sheets for more information

Memorial Bridge Plaza Parking Lot

Method A, Class 1

Placed Riprap, 47+31 to 56+93 Lt more information on proposed mainline work.

Refer to the tabulation of quantities for4.

See Sheet V4 for more information

Turn Lane Restriping

Hoover Dam Access Road

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

89+00

90+00

91+00

RV PARKING

NO P

ARKIN

G

RV PARKING

100'50'0

Scale in Feet

C4

100'50'0

Scale in Feet

NOTE:

3.Do Not Disturb

3.Do Not Disturb

3.Do Not Disturb

Do Not Disturb 3.

Existing Historic Wall Structure from Surface Treatment.

Do Not Disturb Existing Historic Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

3.Do Not Disturb

62+00 to 75+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

See D-Sheets for more information

Welcome to Nevada Parking Lot

See D-Sheets for more information

Historic Railroad Trail Pickup Road more information on proposed mainline work.

Refer to the tabulation of quantities for4.

See Sheet V4 for more information

Turn Lane Restriping

Hoover Dam Access Road

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

+00

100'50'0

Scale in Feet

C5

NOTE:

3.Do Not Disturb

3.Do Not Disturb

3.Do Not Disturb

3.Do Not Disturb

3.Do Not Disturb

3.Do Not Disturb

3.Do Not Disturb

Existing Historical Wall Structure from Surface Treatment.

Do Not Disturb Existing Historical Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

75+00 to 89+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

and reset the railing as needed to access the area.

Railing at Flag Pole Lot is removable. Remove5.

more information on proposed mainline work.

Refer to the tabulation of quantities for4.

See D-Sheets for more information 5.

Flag Pole Lot (Optional Staging Area)

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

74+00

100'50'0

Scale in Feet

C6

100'50'0

Scale in Feet

NOTE:

3.Do Not Disturb

3.Do Not Disturb

Existing Historical Wall Structure from Surface Treatment.

3. Do Not Disturb Existing Historical Wall Structure. Protect quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

Existing Expansion Joint

Do Not Disturb

89+00 to 103+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

Do Not Disturb information

See D-Sheets for more

Hoist House Parking Area

Visitor Parking Garage Road

See D-Sheets for more information

Nevada Employee Parking - Lot 8

Do Not Disturb more information on proposed mainline work.

Refer to the tabulation of quantities for4.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

NO PARKING

100'50'0

Scale in Feet

C7

NOTE:

Do Not Disturb 3.

Existing Historical Wall Structure from Surface Treatment.

Do Not disturb Existing Historical Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

103+00 to 111+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

See D-Sheets for more information

Arizona Employee Parking Lot more information on proposed mainline work.

Refer to the tabulation of quantities for5.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

+00

+00

NO PARKING

NO PARKING

NO PARKING

NO PARKING

117+

N O P

A R

K I N

G

100'50'0

Scale in Feet

C8

100'50'0

Scale in Feet

NOTE:

Do Not Disturb 3.

Existing Historical Wall Structure from Surface Treatment.

Do Not Disturb Existing Historical Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

111+00 to 124+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

See D-Sheets for more information

Visitor Parking - Lot 9

Method A, Class 1

Placed Riprap, 118+58 to 128+90 Lt.

See D-Sheets for more information

Visitor Parking - Lot 10

See D-Sheets for more information

Visitor Parking - Lot 9 more information on proposed mainline work.

Refer to the tabulation of quantities for4.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

123+00

129+00

N O P

A R

K

IN

G

N O

PA

R K

IN

G

100'50'0

Scale in Feet

C9

Do Not Disturb 3.

Do Not Disturb 3.

Do Not Disturb 3.

Disturb 3.

Do Not

Do Not Disturb 3.

NOTE:

Existing Historical Wall Structure from Surface Treatment.

Do Not Disturb Existing Historical Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

124+00 to 136+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

information

See D-sheets for more

Visitor Parking - Lot 12

See D-Sheets for more information

Visitor Parking - Lot 11

118+58 to 128+90 Lt.

Placed Riprap, Method A, Class 1

118+58 to 128+90 Lt.

Placed Riprap, Method A, Class 1

132+36 to 144+38 Rt.

Placed Riprap, Method A, Class 1 more information

See D-sheets for

Visitor Parking - Lot 13

4. Refer to the tabulation of quantities for more information on proposed mainline work.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

+00

0 1

143+

4+

9+

100'50'0

Scale in Feet

C10

100'50'0

Scale in Feet

NOTE:

Staging Area

Do Not Disturb 3.

Existing Historical Wall Structure from Surface Treatment.

Do Not disturb Existing Historical Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

136+00 to 149+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

See D-Sheets for more information

Visitor Parking - Lot 14 more information on proposed mainline work.

Refer to the tabulation of quantities for4.

138+64 to 144+86 Lt

Placed Riprap, Method A, Class 1

131+37 to 144+38 Rt.

Placed Riprap, Method 1, Class 1

131+37 to 144+38 Rt

Placed Riprap, Method A, Class 1

Slope Repair.

See Special 252-A for more details.

138+64 to 144+86 Lt

Placed Riprap, Method A, Class 1

132+36 to 144+38 Rt

Placed Riprap, Method A, Class 1

147+36 to 149+83 Rt

Placed Riprap, Method A, Class 1

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

148+00

9+

MOTORCYCLES

MOTORCYCLES

100'50'0

Scale in Feet

C11

100'50'0

Scale in Feet

NOTE:

Existing Historical Wall Structure from Surface Treatment.

Do Not disturb Existing Historical Wall Structure. Protect3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

149+00 to 163+00

PLAN SHEET

HOOVER DAM ACCESS ROAD

SCHEDULE A

Method A, Class 1

Placed Riprap, 151+63 to 157+76 Lt

Do Not Disturb

Method A, Class 1

Placed Riprap, 151+63 to 157+76 Lt

See D-Sheets for more information

Arizona Helipad - Lot 16

See D-Sheets for more information

Arizona Overlook Parking - Lot 15

E = 108203.714

N = 26707618.232

Station 160+57

AZ/NV BR LCDO HOOVER PARKING

End Schedule A

End Project

Method A, Class 1

Placed Riprap, 147+36 to 149+83 Rt more information on proposed mainline work.

Refer to the tabulation of quantities for4.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts C

M L P

P H

O O

V E

R P

A R

K I N

G P

L N

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

0 2

N O P

A R

K I N

G N

O P

A R

K I N

G

P A

R K I N

G

M O

T O

R C

Y C

E

P A

R K I N

G

M O

T O

R C

Y C

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

A R

K I N

G S

C H

A

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

AZ/NV BR LCDO HOOVER PARKING

AZ/NV

200'100'0

Scale in Feet

NOTE:

D1

7.

7.

7.

NO PUBLIC ACCESS

ONLY

VEHICLES

AUTHORIZED

NOTICE

R5-11 existing grates

Protect concrete pad isturbDo not d RNC-m PEDESTRIANS beyond this point

NO

replace

Remove and

Replace (2)

Remove and

Remove and Replace

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE A

for more information

Striping see Special 634-A

Perimeter and Inner

Remove and Replace

Pavement Patch, Type 2

Asphalt Concrete

12' x 22'

Word Marking (White)

"MOTORCYCLE PARKING" (2)

(typ.)

Wheelstops (5)

Protect Existing existing pavement

Do not disturb

E n d T r e a tm e n t L in e

LOWER PORTAL ACCESS ROAD

NEVADA HELIPAD

CENTRAL WAREHOUSE MAINTENANCE YARD

Lower Portal Access Road

Replace

Remove and

NPSSA

as Directed by CO.

Stop Surface Treatment

HDCW

LPR

signing.

and SCR's for additional information on permanent

Refer to the Tabulation of Quantities, V-Sheets8.

buildings.

Do Not Disturb Existing Wall Structures and 7.

existing or as directed by CO.

Place Pavement Marking Symbols to match 6.

more information.

12" Single White. See Special 634-A for

Helicopter Pad striping is Solid and Broken are Solid 4" Yellow, unless otherwise noted.

4" Single White. Cross Hatching and Outline

Edge Striping and Parking Lines are Solid

Centerline Striping is Solid 4" Double Yellow. 5.

Quantities for more information.

See Special 634-A and Tabulation of

Match existing striping unless otherwise noted. 4.

Seal Coat

Cracks, Cleaning and Sealing

Nevada Helipad:

Seal Coat

Cracks, Cleaning and Sealing

Nevada Warehouse Maintenance Yard:

Surface Treatment3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

Security Gate

White Parking Stripe

Yellow Hatch Stripe

Do not disturb

N O P

A R

K

IN

G

N O P

A R

K I N

G

N O P

A R

K

IN

G

R V B

U S

S

O

L Y

N O P

A R

K I N

G

61+

62+

63+

64+00

65+00

66+00

R V P

A R

K

IN

G

N O P

A R

K I N

G

R V P

A R

K

IN

G

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

A R

K I N

G S

C H

A

D .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

AZ/NV BR LCDO HOOVER PARKING

AZ/NV

100'50'0

Scale in Feet

D2

MEMORIAL BRIDGE PLAZA PARKING WELCOME TO NEVADA PARKING LOT

NOTE:

Word Marking (Yellow)

"NO PARKING"

Word Marking (Yellow)

"NO PARKING"

Single White

Solid 12"

Stop Bar

Do Not Disturb Concrete Pavement

Solid 4" Single Red

Cross Hatching and Outline

STOP

R1-1

R2-1

Remove and Replace

RESERVED

PARKING

R7-8

Buckle up and drive carefully

THANKS FOR VISITING

Remove and Replace (4)

R7-8

RESERVED

PARKING

Replace (2)

Remove and

W11-2

VAN

ACCESSIBLE R7-8p

WELNV

TFV

RNC-m

SPEED

LIMIT

Install

Install

OM3-L

OM3-R

NB

VAN

ACCESSIBLE R7-8p

(27) (typ.)

Protect Existing Wheelstops

Sta. 63+95 RT to 61+60 RT

(Typ.)

Delineator, Type 1 Remove and Replace

Remove and Replace

Boulders Do Not Disturb

KEEP

RIGHT

R4-7a Replace

Remove and

Do Not Disturb

R9-3 beyond this point

PEDESTRIANS

NO

OPEN

DAWN

DUSK

TO

ODD

Do Not Disturb

Word Marking (Yellow)

"RV PARKING"

Word Marking (Yellow)

"NO PARKING"

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE AButtons Around Perimiter Install Non-Reflective

Type C (Red)

Paint Curb

Type C (Red)

Paint Curb

Type C (Red)

Paint Curb

Remove and Replace

Remove and Replace

10.

White Solid 4" Single and Outline Cross Hatching

White Solid 4" Single and Outline Cross Hatching

Reshoulder 11.

Solid 4" Double Yellow

Type C (Red) Paint Curb

Fill in shoulder with Riprap, Method A, Class 1. 11.

height of sign post according to Special 633-B.

Do not disturb existing sign base. Adjust 10.

existing or as directed by CO.

Place Pavement Marking Symbols to match 9.

noted.

are Solid 4" Single Yellow, unless otherwise

4" Single White. Cross Hatching and Outline

Edge Striping and Parking Lines are Solid

Centerline Striping is Solid 4" Double Yellow. 8.

Quantities for more information.

See Special 634-A and Tabulation of

Match existing striping unless otherwise noted. 7.

disturb any existing signs not shown.

for more information. Unless noted, do not

Refer to Tabulation of Quantities and V-Sheets6.

Do not disturb existing cattleguard.

Do not disturb existing concrete pavement.

Seal Coat

Cracks, Cleaning, and Sealing

Welcome to Nevada Parking:

Seal Coat

Cracks, Cleaning, and Sealing

Memorial Bridge Plaza Parking:

Surface Treatment:5.

Both views have same North Arrow.4.

Both views are shown at 1:50 scale.3.

from field measurements.

the feature. Final quantities will be determined scale and identify the approximate location of

Some features in the drawing are not drawn to 2.

"best fit" and is subject for adjustment.

The alignment shown herein is an approximate 1.

Include additional bracing

See Special 633-B for post details

Remove and Replace

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

A R

K I N

G S

C H

A

D .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

AZ/NV BR LCDO HOOVER PARKING

AZ/NV

100'50'0

Scale in Feet

D3

HISTORIC RAILROAD TRAIL PICKUP ROAD

Matchline

Matchline

NOTE:

7.Do Not Disturb

7.Do Not Disturb

SECURITY RESPONSE FORCE ACCESS ROAD

ACCESS ROAD

CELL TOWER

M a tc h lin e

Matc hlin e

Roadway

Roadway

Cell Tower Access Road

Road Access Tower Cell

Do Not Disturb

7.

STOP

Replace and Remove

R1-1

Remove and Replace

Remove and Replace

Remove and Replace

RESERVED

PARKING

VAN

ACCESSIBLE

R7-8

R7-8p

AHEAD

W11-2

W16-9P

Remove and Replace

RESERVED

PARKING

R7-8

U.S. Department of the interior

Managing Water in the West

Bureau of Reclamation

Hoover Dam Police

Bureau of Reclamation

T1-2

SPEED

LIMIT

Do Not Disturb

TRUCK

CROSSING W8-6

VAN

ACCESSIBLE R7-8p

7.Do Not Disturb

Channelizing Device (White) Remove and Replace

Channelizing Device (White) Remove and Replace

Do Not Disturb

NO PUBLIC ACCESS

ONLY

VEHICLES

AUTHORIZED

NOTICE

Install

R5-11

Wheelstops Replace (10) Remove (9) and

Do Not Disturb

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE A

NO PUBLIC ACCESS

ONLY

VEHICLES

AUTHORIZED

NOTICE

Install

Do Not Disturb

Install (4) Remove (2)

Install (1)

Install (9) Remove (7) and

R2-1

R5-11

Solid 4" Single White Cross Hatching and Outline Solid 4" Single White

Cross Hatching and Outline

EPO

VP

PVO

Wheelstops (13) (typ.)

Protect Existing

Parking Area Law Enforcement

Parking Area Police Enforcement on permanent signing.

V-Sheets, SCR's for additional information

Refer to the Tabulations Of Quantities, 8.

surface treatment.

Protect Existing Historic Wall Structure from

Do Not Disturb Existing Historic Wall Structure.7.

existing or as directed by CO.

Place Pavement Marking Symbols to match 6.

Single Yellow, unless otherwise noted.

Cross Hatching and Outline are Solid 4"

Parking Lines are Solid 4" Single White. 5.

Quantities for more information.

See Special 634-A and Tabulation of

Match existing striping unless otherwise noted. 4.

Seal Coat

Cell Tower Access Road:

Seal Coat

Cracks, Cleaning and Sealing

Law Enforcement Parking Area:

Seal Coat

Cracks, Cleaning and Sealing

Parking Area and Access Road:

Historic Railroad Trail Pickup

Surface Treatment3.

from field measurements.

the feature. Final quantities will be determined scale and identify the approximate location of

Some features in the drawing are not drawn to 2.

"best fit" and is subject for adjustment.

The alignment shown herein is an approximate 1.

74+

100'50'0

Scale in Feet

NOTE: D4

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE A

7.

Do Not Disturb Parking Lot 6

Potential Staging Area Flag Pole Area/

PARKING LOT 6 (RIGHT)

FLAG POLE AREA (LEFT)

Removable Railing

Pole Area as needed to construct the work.

Remove and reset removable rail at the Flag9.

Do Not Disturb Parking Lot 68.

surface treatment.

Protect Existing Historic Wall Structure from

Do Not Disturb Existing Historic Wall Structure.7.

existing or as directed by CO.

Place Pavement Marking Symbols to match 6.

Quantities for more information.

See Special 634-A and Tabulation of

Match existing striping unless otherwise noted. 4.

Seal Coat

Cracks, Cleaning and Sealing

Flag Pole Area:

Surface Treatment3.

from field measurements.

the feature. Final quantities will be determined scale and identify the approximate location of

Some features in the drawing are not drawn to 2.

"best fit" and is subject for adjustment.

The alignment shown herein is an approximate 1.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

A R

K I N

G S

C H

A

D .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

72+00

73+00

74+00

0 9

N O P

A R

K I N

G N

O P

A R

K I N

G

PARKING

100'50'0

Scale in Feet

D5NOTE:

Upper Level Parking

Roadway

Parking Area

Hoist House

STOP R1-1

YIELD

Remove and Replace

Remove and Replace

R1-2

Existing Expansion Joint

Do Not Disturb

R7-1D

Unknown Message

Do Not Disturb

Unknown Message

Do Not Disturb

Do Not Disturb

Word Marking (Yellow)

"NO PARKING" (2)

Panel Only

Remove and Replace

HOIST HOUSE PARKING AREA - LOT 7

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE A

7.

island or red curb paint.

around the concrete island. do not disturb

Remove and replace channelizing devices9.

Permanent Signing.

and SCR's for additional Informations on

Refer to the Tabulations of Quantities,V-Sheets8.

Surface Treatment.

Protect Exisiting Historic Wall Structure from

Do Not Disturb Existing Historic wall Structure.7.

existing or as directed by CO.

Place Pavement Marking Symbols to match 6.

unless otherwise noted.

and Outline are Solid 4" Single Yellow, Lines are Solid 4" Single White. Cross Hatching

Edge Striping, Turn Lane Striping, and Parking

Centerline Striping is Solid 4" Double Yellow. 5.

Quantities for more information.

See Special 634-A and Tabulation of

Match existing striping unless otherwise noted. 4.

Seal Coat

Cracks, Cleaning, and Sealing

Hoist House Parking Area:

Seal Coat

Cracks, Cleaning, and Sealing

Hoist House Roadway:

Surface Treatment3.

from field measurements.

the feature. Final quantities will be determined scale and identify the approximate location of

Some features in the drawing are not drawn to 2.

"best fit" and is subject for adjustment.

The alignment shown herein is an approximate 1.

or island

Existing Electrical Sign

Do Not Disturb

Solid 4" white

Hatching & lane channel

Solid 12" Single White

Stop Bar

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

A R

K I N

G S

C H

A

D .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

0+

1+

102+

100'50'0

Scale in Feet

D6NOTE:

7.Do Not Disturb7.Do Not Disturb

7.Do Not Disturb

Do Not Disturb Concrete Pavement

RESERVED

PARKING

RESERVED

PARKING

VAN

ACCESSIBLE

R7-8

R7-8

R7-8P

Remove and Replace (4)

Remove and Replace

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE A

Type C (Yellow)

Paint Curb for additional Informations on Permanent Signing.

Refer to the Tabulations of Quantities, V-Sheets and SCR's8.

Existing Historic Wall Structure from Surface Treatment.

Do Not Disturb Existing Historic Wall Structure. Protect 7.

as directed by CO.

Place Pavement Marking Symbols to match existing or 6.

Solid 4" Single White, unless otherwise noted.

Parking Lines, Cross Hatching, and Outlines are 5.

Unknown Message

Do Not Disturb

Type C (Yellow)

Paint Wheelstops

Type C (Yellow)

Paint Curb

NEVADA EMPLOYEE PARKING - LOT 8

information.

Special 634-A and Tabulation of Quantities for more

Match existing striping unless otherwise noted. See4.

Seal Coat

Cracks, Cleaning and Sealing

Surface Treatment:3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

White Hatching

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

A R

K I N

G S

C H

A

D .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

112+00

O P

A R

K

IN

G

N O P

A R

K I N

G

111+00

100'50'0

Scale in Feet

D7

ARIZONA EMPLOYEE PARKING

NOTE:

Solid 4" Single Red

Cross Hatching and Outline

7.Do Not Disturb

7.Do Not Disturb

Do Not Disturb Signs

4" Single Red

Solid and Outline

Cross Hatching

Word Marking (White)

"NO PARKING"

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE A

Type C (Red)

Paint Curb on curb (4)

Word Marking (White)

"NO PARKING"

Paint Curb Type C (Red) for additional Informations on Permanent Signing.

Refer to the Tabulations of Quantities, V-Sheets and SCR's8.

Existing Historic Wall Structure from Surface Treatment.

Do Not Disturb Existing Historic Wall Structure. Protect7.

as directed by CO.

Place Pavement Marking Symbols to match existing or 6.

noted.

and Outline are Solid 4" Single Yellow, unless otherwise

Parking Lines are Solid 4" Single White. Cross Hatching 5.

CCO

stalls with CO in the field

Layout motorcycle parking information.

Special 634-A and Tabulation of Quantities for more

Match existing striping unless otherwise noted. See4.

Seal Coat

Cracks, Cleaning and Sealing

Surface Treatment:3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

Remove and Replace (2)

4" Single Yellow and Outline Solid

Cross Hatching

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

A R

K I N

G S

C H

A

D .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

115+00

116+00

117+00

5+

+00

135+00

136+00

N O P

A R

K

IN

G

100'50'0

Scale in Feet

D8

VISITOR PARKING - LOT 10 (RIGHT)

VISITOR PARKING - LOT 9 (LEFT)

NOTE:

Visitor Parking - Lot 10

Visitor Parking - Lot 9

Remove and Replace

DARK

PEDESTRIANS

AFTER

NO

RESTRICTIONS

MAGNETOMETERS & X-RAY UNITS IN USE

or Knives of any No Food, Weapons size.

by video camera.

Activities monitored

AVAILABLENOTLOCKERS

HOOVER DAM

SECURITY

Hoover Dam

Tours

STOP R1-1

Hoover Dam

Tours HDT

RESERVED

PARKING

Remove and Replace (3)

R7-8

RESERVED

PARKING

R7-8

Remove and Replace

Remove and Replace

WELAZ

Do Not Disturb

Do Not Disturb

Do Not Disturb

VAN

ACCESSIBLE

VAN

ACCESSIBLE R7-8P

R7-8P

Remove and Replace (5)

P.L. - 9

Do Not Disturb

Hoover Dam

Tours HDT

Do Not Disturb

Do Not Disturb

Do not disturb

P.L.-10

P.L.-10

Word Marking (Yellow)

"NO PARKING"

Single White

Stop Bar Solid 12"

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE A

Type C (Yellow)

Paint Curb for additional Informations on Permanent Signing.

Refer to the Tabulations of Quantities, V-Sheets and SCR's8.

Exisiting Historic Wall Structure from Surface Treatment.

Do Not Disturb Existing Historic wall Structure. Protect 7.

as directed by CO.

Place Pavement Marking Symbols to match existing or 6.

Outline are Solid 4" Single Yellow, unless otherwise noted.

Parking Lines are Solid 4" Single White. Cross Hatching and5.

Solid 4" Single White

Cross Hatching and Outline

Solid 4" Single White

Cross Hatching and Outline

Panel Only

Remove and Replace

4" Single White and Outline Solid

Cross Hatching

Paint Curb Type C (Red)

Solid 4" Single White

Cross Hatching and Outline

Special 634-A and Tabulation of Quantities for more information.

Match existing striping unless otherwise noted. See 4.

Seal Coat

Cracks, Cleaning and Sealing

Parking Lot 9 and 10:

Surface Treatment3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

A R

K I N

G S

C H

A

D .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

+00

8+

131+00

133+

NO

PARKING

100'50'0

Scale in Feet

D9

VISITOR PARKING - LOT 13 (CENTER)

VISITOR PARKING - LOT 12 (LEFT - TOP)

VISITOR PARKING - LOT 11 (LEFT)

NOTE:

Visitor Parking - Lot 11

Lot 12Visitor Parking -

Visitor Parking - Lot 13

Do Not Disturb Concrete

7.

7.

Remove and Replace

Remove and Replace

RESERVED

PARKING

VAN

ACCESSIBLE

R7-8

R7-8P

RESERVED

PARKING

R7-8

Remove and Replace(2) -

Remove and Replace -

Remove and Replace

Remove and Replace

Drink plenty of water call 702-494-2576 To report emergency

(Under Penalty of NV NRS 574-195) in vehicle PETS or CHILDREN

Never leave

HEAT KILLS

HK

VAN

ACCESSIBLE R7-8P

Do Not Disturb

P.L.-13 P.L.-11

P.L.-11

P.L.-12

Do not disturb post or drone sign

Remove and Replace (R7-8, R7-8p)

P.L.-12

Paint Curb Type C (Red)

SPEED

LIMIT R2-1

Wheelstops (10)

Protect Existing

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE A

Type C (Yellow)

Paint Curb

Solid 4" Single White

Cross Hatching and Outline

Solid 4" Single White

Cross Hatching and Outline

Word Marking (Yellow)

"NO PARKING"

Wheelstops (5)

Install

Seal Coat

Refer to Special 609-A for Wheelstop Detail 9.

SCR's for additional Informations on Permanent Signing.

Refer to the Tabulations of Quantities, V-Sheets and 8.

Surface Treatment.

Protect Existing Historic Wall Structure from

Do Not Disturb Existing Historic Wall Structure.7.

as directed by CO.

Place Pavement Marking Symbols to match existing or 6.

unless otherwise noted.

Hatching and Outline are Solid 4" Single Yellow, Parking Lines are Solid 4" Single White. Cross 5.

information.

Special 634-A and Tabulation of Quantities for more

Match existing striping unless otherwise noted. See4.

Seal Coat

Cracks, Cleaning and Sealing

Parking Lot 13:

Seal Coat

Cracks, Cleaning and Sealing

Parking Lot 12:

Seal Coat

Cracks, Cleaning and Sealing

Parking Lot 11:

Surface Treatment:3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate "best1.

STATE PROJECT

P

M N A

Z a z n v H o o v e r p a r k in g R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

A R

K I N

G S

C H

A

D .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r J e ff r e y .F e ll in g

NUMBER

SHEET

HOOVER DAM PARKING

137+

138+00

MOTORCYCLES

MOTORCYCLES

100'50'0

Scale in Feet

100'50'0

Scale in Feet

VISITOR PARKING - LOT 14

ARIZONA OVERLOOK - LOT 15

NOTE:

Hoover Dam

Tours

Remove and Replace

RESERVED

PARKING

RESERVED

PARKING

Replace

Remove and

Do Not Disturb

U.S. Department of the interior

Managing Water in the West

Bureau of Reclamation

Bureau of Reclamation

Hoover Dam

R7-8

R7-8

R7-8

RESERVED

PARKING

Do Not Disturb

VAN

ACCESSIBLE

VAN

ACCESSIBLE

R7-8P

R7-8P

HDT - R

Remove and Replace

Do Not Disturb

VAN

ACCESSIBLE R7-8P

Remove and Replace (2)

Do Not Disturb

D10

P.L. - 14

P.L. - 14

Install

P.L.-15

PLAN SHEETS

SERVICE ROADS

PARKING LOTS AND

SCHEDULE A

Install information.

Special 634-A and Tabulation of Quantities for more

Match existing striping unless otherwise noted. See3.

quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

fit" and is subject for adjustment.

The alignment shown herein is an approximate…