Road_Plans.pdf

PDF 14 MB Posted May 6, 2025

Attached to: Repave Willow Beach Road
Solicitation number: 140P8125B0002
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · May 6, 2025

These Road Plans detail the construction drawings for repaving Willow Beach Road within Lake Mead National Recreation Area. The documents consist of 18 technical sheets showing detailed road alignment plans, striping plans, and typical road sections spanning multiple geographic segments. The project involves reconstructing approximately 7-8 miles of existing road, with precise curve table alignments, topographical contour mapping, and engineering specifications for road reconstruction between station 108+48 and station 307+67.

The technical drawings specify a 3-inch asphalt concrete pavement placed in two lifts, with a 4-inch aggregate base, and include detailed requirements for road edge treatments like a 30-degree safety edge, shoulder work, and matching existing road profiles. The plans feature comprehensive curve data, station points, horizontal and vertical alignment details, and notes indicating the work will reference a typical section for Willow Beach Road configuration. The drawings are dated 01/08/2024 and are prepared by the United States Department of the Interior, specifically for the Lake Mead National Recreation Area.

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Other files

File	Type	Posted
Sol_140P8125B0002_Amd_0005.pdf	PDF	Jun 23, 2025
Questions_and_Answers_Updated_6-13-2025_0004.pdf	PDF	Jun 13, 2025
Sol_140P8125B0002_Amd_0004.pdf	PDF	Jun 13, 2025
Sol_140P8125B0002_Amd_0003.pdf	PDF	Jun 12, 2025
CAD_Files_1_0003.zip	ZIP file	Jun 12, 2025
Questions_and_Answers_0003.pdf	PDF	Jun 12, 2025
Revised_Clause_52_211-10_0003.pdf	PDF	Jun 12, 2025
Road_Plans_Revised_6-03-2025_0003.pdf	PDF	Jun 12, 2025
Cad_Files_2_0003.zip	ZIP file	Jun 12, 2025
Project_Specifications_Revised_6-09-2025_0003.pdf	PDF	Jun 12, 2025
Sol_140P8125B0002_Amd_0002.pdf	PDF	May 21, 2025
Site_Visit_Participant_Log_0002.pdf	PDF	May 21, 2025
Sol_140P8125B0002_Amd_0001.pdf	PDF	May 16, 2025
Project_Specifications.pdf	PDF	May 6, 2025
Wage_Determination.pdf	PDF	May 6, 2025
Sol_140P8125B0002.pdf	PDF	May 6, 2025
Contract_Bid_Schedule.pdf	PDF	May 6, 2025
Construction_Contract_Administration_Notice.pdf	PDF	May 6, 2025
Site_Map_Willow_Beach.pdf	PDF	May 6, 2025

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INDIAN

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CALIFORNIA

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NEVADA

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SEARCHLIGHT

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COTTONWOOD

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NELSON

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LANDING

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BULLHEAD CITY

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PARK

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FIRE STATE

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VALLEY OF

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HEMENWAY

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CALIFORNIA

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RENO,

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BIBLE

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LANDING

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NATIONAL

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PRESCOTT

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RECREATION

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AREA

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WINSLOW

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LAKE MEAD NATIONAL RECREATION AREA

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NATIONAL RECREATION AREA BOUNDARY

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RANGER STATION

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CAMPGROUND

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PAVED ROAD

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STATE PARK

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LEGEND

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THIS PROJECT

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SCALE OF MILES

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SCALE OF KILOMETERS

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SCALE OF MILES

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FINAL CONSTRUCTION DRAWINGS

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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ROAD REPAVEMENT

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WILLOW BEACH

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MOHAVE

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ARIZONA

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CONSTRUCTION DRAWINGS

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CONTRACT NO. XXXXXXXXXXXXX

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TASK ORDER NO. XXXXXXXXXXXXX

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LAKE MEAD NATIONAL RECREATION AREA

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PACIFIC WEST

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NORTHERN

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ARIZONA

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ROAD

(SEE SHEETS C1-C7)

SHEET INDEX

SHEET SUBSHEET TITLE OF SHEET

COVER

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ABBREVIATIONS AND GENERAL NOTES

TYPICAL SECTIONS

ROAD PLANS5 C1

ROAD PLANS6 C2

ROAD PLANS7 C3

ROAD PLANS8 C4

ROAD PLANS9 C5

ROAD PLANS10 C6

ROAD PLANS11 C7

STRIPING PLANS12 C8

STRIPING PLANS13 C9

STRIPING PLANS14 C10

STRIPING PLANS15 C11

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STRIPING PLANS17 C13

STRIPING PLANS18 C14

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DATE:

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AND VICINITY MAP

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M. FIORINA

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M. FIORINA

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C. BUSH

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LAKE MEAD NATIONAL RECREATION AREA

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KINGMAN

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VICINITY MAP

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US 93

LAS VEGAS

DATE:

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M. FIORINA

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M. FIORINA

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C. BUSH

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LAKE MEAD NATIONAL RECREATION AREA

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CIVIL ABBREVIATIONS

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FEDERAL HIGHWAY ADMINISTRATION

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AERIAL CONTROL MONUMENT

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NATIONAL PARK SERVICE

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NUMBER

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ALUMINUM

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MONUMENT

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ELECTRIC

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ALIGNMENT

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PROFILE GRADE

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TYPICAL

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CONTINUOUS

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SLOPE

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NOT TO SCALE

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SCHEDULE

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TEMPORARY

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MAXIMUM

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POUND

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FOOT, FEET

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INCH, INCHES

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CONSTRUCT, CONSTRUCTION

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STATION

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CAST IN PLACE

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RIGHT

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LEFT

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SQUARE FOOT, SQUARE FEET

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POINT, POINT OF TANGENCY

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NORTH, NORTHING

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EAST, EASTING

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RADIUS

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LENGTH

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TANGENT LENGTH

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FHWA

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SHEET

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SHT

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WEST

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ELEVATION

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POINT OF VERTICAL INTERSECTION

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CUBIC YARD, CUBIC YARDS

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EXCAVATION

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EMBANKMENT

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POINT OF REVERSE CURVATURE

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ELEVATION

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BEGINNING OF VERTICAL CURVATURE STATION

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LINEAR FOOT, LINEAR FEET

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CENTER

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NUMBER

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MANUFACTURER

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CONCRETE

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ON CENTER

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UNLESS NOTED OTHERWISE

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CLEAR

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PLACES

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EQUAL

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REINF

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VERT

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DIA

%%D

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CLASS

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GRADE BREAK

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CORRUGATED METAL PIPE

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CMP

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POUNDS PER SQUARE INCH

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US FOOT, US FEET

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USFT

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COMPACTION

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EACH

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DESCRIPTION

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DESCR

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VERTICAL CURVE

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TOP FACE OF CURVE

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TFC

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NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

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NEMA

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HORIZONTAL

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HORIZ

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GAUGE

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AMERICAN SOCIETY FOR TESTING AND MATERIALS

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ASTM

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BFC

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ALGEBRAIC DIFFERENCE

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GENERAL NOTES

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1. THESE PLANS REPRESENT A DESIGN FOR MAINTENANCE OF WILLOW BEACH ROAD REPAVEMENT PROJECT - PMIS #343791. THESE PLANS REPRESENT A DESIGN FOR MAINTENANCE OF WILLOW BEACH ROAD REPAVEMENT PROJECT - PMIS #343791. 2. ALL CONSTRUCTION AND TEST METHODS SHALL BE IN CONFORMANCE WITH THE MOST RECENT EDITION OF THE FHWA FP-24 "STANDARD ALL CONSTRUCTION AND TEST METHODS SHALL BE IN CONFORMANCE WITH THE MOST RECENT EDITION OF THE FHWA FP-24 "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS" SPECIFICATIONS AND DETAILS FOR PUBLIC IMPROVEMENTS, EXCEPT AS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE, REPAIR OR REPLACEMENT OF EXISTING IMPROVEMENTS IN THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE, REPAIR OR REPLACEMENT OF EXISTING IMPROVEMENTS IN THE WORK AREA WHICH HAVE BEEN REMOVED OR DAMAGED DURING THE COURSE OF CONSTRUCTION. ALL REPAIR REPLACEMENT, OR CLEANUP SHALL BE DONE TO THE SATISFACTION OF THE OWNER. 4. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 5. A COPY OF THIS PLAN SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE SITE AT ALL TIMES DURING CONSTRUCTION. A COPY OF THIS PLAN SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL LOCATE ALL STRUCTURES, UNDERGROUND PIPELINES, ELECTRICAL AND TELEPHONE CONDUITS, WHETHER SHOWN THE CONTRACTOR SHALL LOCATE ALL STRUCTURES, UNDERGROUND PIPELINES, ELECTRICAL AND TELEPHONE CONDUITS, WHETHER SHOWN OR NOT SHOWN ON THESE PLANS PRIOR TO CONSTRUCTION, AND SHALL OBSERVE ALL POSSIBLE PRECAUTIONS TO AVOID ANY DAMAGE TO THESE FACILITIES. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF THESE PLANS. 7. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, INCLUDING EXCAVATION, BORROW EMBANKMENT, SHRINK OR SWELL, GROUND COMPACTION, THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, INCLUDING EXCAVATION, BORROW EMBANKMENT, SHRINK OR SWELL, GROUND COMPACTION, HAUL, AND ANY OTHER ITEMS AFFECTING THE BID TO COMPLETE THE GRADING TO THE ELEVATIONS SHOWN ON THESE PLANS AND TO BASE THE BID SOLELY UPON HIS OWN CALCULATED QUANTITIES. ALL WORK AND MATERIALS WHICH DO NOT CONFORM TO THESE PLANS ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT TO CONSTRUCT/INSTALL THE IMPROVEMENTS SHOWN ON THESE PLANS UNLESS SPECIFICALLY NOTED OTHERWISE. 8. THE CONTRACTOR SHALL CALL 811 "CALL BEFORE YOU DIG" TO VERIFY LOCATION OF ALL UTILITIES AT LEAST 2 (TWO) WORKING DAYS THE CONTRACTOR SHALL CALL 811 "CALL BEFORE YOU DIG" TO VERIFY LOCATION OF ALL UTILITIES AT LEAST 2 (TWO) WORKING DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ONLY PRIVATE UTILITIES WILL BE LOCATED. NPS OWNED UTILITIES WILL NOT BE LOCATED. COORDINATE WITH COR FOR NPS LOCATIONS. 9. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS. 10. CONTRACTOR IS TO PROVIDE HIS OWN QUANTITY TAKE-OFFS AND HIS BID SHOULD BE BASED ON HIS QUANTITIES. CONTRACTOR IS TO PROVIDE HIS OWN QUANTITY TAKE-OFFS AND HIS BID SHOULD BE BASED ON HIS QUANTITIES. 11. CONTRACTOR SHALL MAINTAIN A SET OF AS-BUILT PLANS ON SITE THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL MAINTAIN A SET OF AS-BUILT PLANS ON SITE THROUGHOUT CONSTRUCTION. 12. PROJECT IS LOCATED WITHIN THE LAKE MEAD NATIONAL RECREATION AREA, NATIONAL PARK SERVICES, U.S. DEPARTMENT OF THE INTERIOR. PROJECT IS LOCATED WITHIN THE LAKE MEAD NATIONAL RECREATION AREA, NATIONAL PARK SERVICES, U.S. DEPARTMENT OF THE INTERIOR. CONTRACTOR IS TO MAINTAIN HIS ACTIVITIES ENTIRELY WITHIN THE LIMITS OF CONSTRUCTION WHICH IS 4' OUTSIDE OF THE DAYLIGHT. ADDITIONAL AREAS ASSOCIATED WITH STAGING OF EQUIPMENT, CONSTRUCTION TRAILERS, AND EARTHWORK WASTE SITES ARE TO BE COORDINATED WITH THE PARK SERVICE FIELD REPRESENTATIVE. 13. THE VERTICAL ALIGNMENT IS INTENDED TO BE APPROXIMATELY (+ ABOUT 6 INCHES) IN ORDER TO GIVE CONTRACTOR SOME FLEXIBILITY TO THE VERTICAL ALIGNMENT IS INTENDED TO BE APPROXIMATELY (+ ABOUT 6 INCHES) IN ORDER TO GIVE CONTRACTOR SOME FLEXIBILITY TO ADJUST FOR UNFORESEEN FIELD CONDITIONS. DRAINAGE PATTERNS MUST BE MAINTAINED, HOWEVER. 14. CONTRACTOR TO HAVE REGULARLY SERVICED PORTA-POTTY ON SITE. CONTRACTOR TO HAVE REGULARLY SERVICED PORTA-POTTY ON SITE. 15. CONTRACTOR TO PROVIDE A SMOOTH TRANSITION BETWEEN TYPICAL SECTIONS. SEE SHEET 4 FOR TYPICAL SECTION. CONTRACTOR TO PROVIDE A SMOOTH TRANSITION BETWEEN TYPICAL SECTIONS. SEE SHEET 4 FOR TYPICAL SECTION. 16. DUE TO COST CONSTRAINTS, SURVEY FOR THIS PROJECT WAS LIMITED TO THAT SURVEY SHOWN ON THESE PLANS. THEREFORE, WATER DUE TO COST CONSTRAINTS, SURVEY FOR THIS PROJECT WAS LIMITED TO THAT SURVEY SHOWN ON THESE PLANS. THEREFORE, WATER SHED LIMITS WERE NOT ABLE TO BE DETERMINED. THEREFORE FLOW VOLUMES IN WASHES WERE NOT DETERMINED AND SOME DAMAGE TO ROADWAY WILL OCCUR DURING SIGNIFICANT STORM EVENTS. ON GOING ROAD MAINTENANCE WILL BE REQUIRED. 17. THE DAYLIGHT SHOWN ON THESE PLANS IS APPROXIMATE. CONTRACTOR IS TO VERIFY BASED ON FIELD CONDITIONS AND PROVIDE THE THE DAYLIGHT SHOWN ON THESE PLANS IS APPROXIMATE. CONTRACTOR IS TO VERIFY BASED ON FIELD CONDITIONS AND PROVIDE THE MAXIMUM SLOPE (2:1 OR 1.5:1) AS MARKED ON THE TYPICAL SECTIONS. SEE SHEET 4 FOR SCHEDULE.

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DITCH LINE

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NOTES:

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1. THIS IS A STANDARD LIST OF ABBREVIATIONS. THEREFORE, SOME ABBREVIATIONS MAY THIS IS A STANDARD LIST OF ABBREVIATIONS. THEREFORE, SOME ABBREVIATIONS MAY APPEAR ON THIS SHEET AND MAY NOT BE UTILIZED ON THIS PROJECT.

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DATUM STATEMENT

AutoCAD SHX Text COORDINATES SHOWN ARE BASED ON THE ARIZONA WEST, 1983 NAD. ALL DISTANCES SHOWN ARE GROUND UNLESS OTHERWISE NOTED.

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TOPOGRAPHY NOTE

AutoCAD SHX Text THE TOPOGRAPHY AS SHOWN HEREON IS BASED UPON FIELD SURVEYING EFFORTS AS PERFORMED BY FHWA.

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LEGEND

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MAJOR CONTOUR

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MINOR CONTOUR

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EXISTING ROADWAY CENTERLINE

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EXISTING ROADWAY EDGE OF PAVEMENT

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PROPOSED ROADWAY EDGE OF PAVEMENT

PROPOSED ROADWAY CENTERLINE

Existing asphalt pavement depth varies from 1" to 3.5" Existing aggregate base depth 0"

Construct 30° pavement edge (safety edge)

Remove all pulverized asphalt material from this section. Incorporate pulverized material into the mainline base section. Shoulder up after placement of asphalt concrete pavement.

Shape and compact as necessary for drainage and appearance.

See Detail A

Fog seal

Prime coat

Tack coat (between lifts)

6" Full depth reclamation and 4" aggregate base See note 4

Variable existing slope existing slope

Variable

3" Asphalt concrete pavement Placed in two lifts

See mainline typical section for structural section details

22' Average existing width

EXISTING TYPICAL SECTION

OLD WILLOW BEACH ROAD 108+48 to 307+67

AND APPROACH ROAD

Note:

1. Existing superelvated and widened sections are not shown.

2. Dimensions shown are approximate and may be varied by the CO.

3. Construct a 1:4 or flatter foreslope unless otherwise directed by the CO. Steepen the foreslopes as necessary, but not steeper than 1:2, to stay on the existing bench.

4. See specifications. Assumed quantities for imported aggregate base.

TYPICAL SECTION

OLD WILLOW BEACH ROAD 108+48 to 307+67

AND APPROACH ROADS

7' Clear Zone 7' Clear Zone

Construction Limits

Match existing Match existing

5.2"

See note 3

DETAIL A

(applies to both sides of the roadway)

11' 11'

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TYPICAL SECTIONS

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M. FIORINA

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M. FIORINA

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C. BUSH

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LAKE MEAD NATIONAL RECREATION AREA

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LIN

E-

LIN

E-

MATCH LINE-SEE SHEET C2

STA 123+75

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US HIGHWAY 93

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WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

ROAD PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C1

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

REFERENCE TYPICAL SECTION FOR WILLOW BEACH ROAD CONFIGURATION.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

BEGIN ROAD RECONSTRUCTION STA. 108+48 NORTHING: 1771593.7 EASTING: 446209.6

AutoCAD SHX Text

EX. CATTLE GUARD

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

EX. EOP

PR. EOP

MATCH LINE-SEE THIS SHEET

STA 136+75

MATCH LINE-SEE SHEET C1

STA 123+75

MATCH LINE-SEE THIS SHEET

STA 136+75

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

ROAD PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C2

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

REFERENCE TYPICAL SECTION FOR WILLOW BEACH ROAD CONFIGURATION.

AutoCAD SHX Text

NOTES:

LIN

E-

LIN

E-

LIN

E-

LIN

E-

T C4

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

ROAD PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C3

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

REFERENCE TYPICAL SECTION FOR WILLOW BEACH ROAD CONFIGURATION.

AutoCAD SHX Text

LIN

E-

LIN

E-

LIN

E-

T C3

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

ROAD PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C4

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

REFERENCE TYPICAL SECTION FOR WILLOW BEACH ROAD CONFIGURATION.

AutoCAD SHX Text

LIN

E-

LIN

E-

LIN

E-

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

ROAD PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C5

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

REFERENCE TYPICAL SECTION FOR WILLOW BEACH ROAD CONFIGURATION.

AutoCAD SHX Text

MATCH LINE-SEE SHEET C5

STA 250+50

LIN

E-

E T

S S

A 2

LIN

E-

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

ROAD PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C6

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

REFERENCE TYPICAL SECTION FOR WILLOW BEACH ROAD CONFIGURATION.

AutoCAD SHX Text

LIN

E-

MATCH LINE-SEE THIS SHEET

STA 300+75

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

ROAD PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C7

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

EX. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

END ROAD RECONSTRUCTION STA. 307+67 NORTHING: 1772770.6 EASTING: 429975.5

AutoCAD SHX Text

REFERENCE TYPICAL SECTION FOR WILLOW BEACH ROAD CONFIGURATION.

AutoCAD SHX Text

LIN

E-

LIN

E-

MATCH LINE-SEE SHEET C2

STA 123+75

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STRIPING PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C8

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text NOTE: 1. STATION CALLOUTS REFER TO YELLOW CENTERLINE. STATION CALLOUTS REFER TO YELLOW CENTERLINE. 2. YELLOW CENTERLINE MARKINGS WILL TIE TO EXISTING YELLOW CENTERLINE MARKINGS WILL TIE TO EXISTING MARKINGS AT BEGINNING AND END OF PROJECT. 3. WHITE EDGE LINE MARKINGS, RIGHT AND LEFT, WILL TIE TO WHITE EDGE LINE MARKINGS, RIGHT AND LEFT, WILL TIE TO EXISTING MARKINGS AT BEGINNING AND END OF PROJECT. 4. WHITE EDGE LINE MARKINGS WILL BE PLACED ON BOTH WHITE EDGE LINE MARKINGS WILL BE PLACED ON BOTH PAVEMENT EDGES THE ENTIRE LENGTH OF THE PROJECT.

AutoCAD SHX Text

BEGIN SOLID YELLOW LT & RT. MATCH TO EXISTING MARKING LOCATION.

AutoCAD SHX Text

109+00 BEGIN SKIP RT, SOLID LT.

AutoCAD SHX Text

114+60 END SKIP RT, BEGIN SOLID RT, END SOLID LT, BEGIN SKIP LT.

120+05 SOLID RT, END SKIP LT, BEGIN SKIP LT.

MATCH LINE-SEE THIS SHEET

STA 136+75

MATCH LINE-SEE SHEET C1

STA 123+75

MATCH LINE-SEE THIS SHEET

STA 136+75

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STRIPING PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C9

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

PR. EOP

NOTE: 1. STATION CALLOUTS REFER TO YELLOW CENTERLINE. STATION CALLOUTS REFER TO YELLOW CENTERLINE. 2. YELLOW CENTERLINE MARKINGS WILL TIE TO EXISTING YELLOW CENTERLINE MARKINGS WILL TIE TO EXISTING MARKINGS AT BEGINNING AND END OF PROJECT. 3. WHITE EDGE LINE MARKINGS, RIGHT AND LEFT, WILL TIE TO WHITE EDGE LINE MARKINGS, RIGHT AND LEFT, WILL TIE TO EXISTING MARKINGS AT BEGINNING AND END OF PROJECT. 4. WHITE EDGE LINE MARKINGS WILL BE PLACED ON BOTH WHITE EDGE LINE MARKINGS WILL BE PLACED ON BOTH PAVEMENT EDGES THE ENTIRE LENGTH OF THE PROJECT.

LIN

E-

LIN

E-

LIN

E-

LIN

E-

T C4

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STRIPING PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C10

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

185+35 END SOLID RT, BEGIN SKIP RT, SOLID LT.

LIN

E-

LIN

E-

LIN

E-

T C3

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STRIPING PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C11

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

186+20 BEGIN CENTER SKIP

AutoCAD SHX Text

191+00 END CENTER SKIP, BEGIN SOLID RT, BEGIN SOLID LT.

AutoCAD SHX Text

203+35 END SOLID RT, BEGIN SKIP RT, SOLID LT.

AutoCAD SHX Text

206+40 END SKIP RT, END SOLID LT, BEGIN CENTER SKIP.

AutoCAD SHX Text

210+55 END CENTER SKIP, BEGIN SOLID RT, BEGIN SKIP LT.

AutoCAD SHX Text

214+20 SOLID RT, END SKIP LT, BEGIN SOLID LT.

LIN

E-

LIN

E-

LIN

E-

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STRIPING PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C12

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

220+80 END SOLID RT, BEGIN SKIP RT, SOLID LT.

AutoCAD SHX Text

226+40 END SKIP RT, END SOLID LT, BEGIN CENTER SKIP.

AutoCAD SHX Text

232+65 END CENTER SKIP, BEGIN SOLID RT, SKIP LT.

AutoCAD SHX Text

236+05 END SKIP LT, END SOLID RT, BEGIN CENTER SKIP.

AutoCAD SHX Text

237+75 END CENTER SKIP, BEGIN SKIP RT, BEGIN SOLID LT.

AutoCAD SHX Text

241+90 END SKIP RT, END SOLID LT, BEGIN CENTER SKIP.

AutoCAD SHX Text

248+05 END CENTER SKIP, BEGIN SOLID RT, BEGIN SKIP LT.

MATCH LINE-SEE SHEET C5

STA 250+50

LIN

E-

E T

S S

A 2

LIN

E-

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STRIPING PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C13

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

252+35 SOLID RT, END SKIP LT, BEGIN SOLID LT.

LIN

E-

MATCH LINE-SEE THIS SHEET

STA 300+75

LIN

E-

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

WILLOW BEACH ROAD

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

STRIPING PLANS

AutoCAD SHX Text

AutoCAD SHX Text 195184

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

M. FIORINA

AutoCAD SHX Text

C. BUSH

AutoCAD SHX Text 01/08/2024

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 343791

AutoCAD SHX Text C14

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

PR. EOP

AutoCAD SHX Text

END ROAD RECONSTRUCTION STA. 307+67 NORTHING: 1772770.6 EASTING: 429975.5

AutoCAD SHX Text

307+67 END SOLID RT, END SOLID LT, MATCH EXISTING.

01-COVER-COVER

PLOT

02-G1-SHEET INDEX-G1

03-G2-ABBR-G2

PLOT

04-G3-TYP SEC-G3

PLOT

05-11-C1-C7-ROAD PLAN-C1

PLOT

05-11-C1-C7-ROAD PLAN-C2

05-11-C1-C7-ROAD PLAN-C3

05-11-C1-C7-ROAD PLAN-C4

05-11-C1-C7-ROAD PLAN-C5

05-11-C1-C7-ROAD PLAN-C6

05-11-C1-C7-ROAD PLAN-C7

12-18-C8-C14-STRIPING PLAN-C8

PLOT

12-18-C8-C14-STRIPING PLAN-C9

12-18-C8-C14-STRIPING PLAN-C10

12-18-C8-C14-STRIPING PLAN-C11

12-18-C8-C14-STRIPING PLAN-C12

12-18-C8-C14-STRIPING PLAN-C13

12-18-C8-C14-STRIPING PLAN-C14

File details come from the government source that posted it. Updated May 6, 2025.