B08_-_Atch_2_-_Pearce_Ferry_Takeout_Ramp_Plans.pdf

PDF 17 MB Posted May 21, 2026

Attached to: LAKE - EXTEND RAMP AT PEARCE FERRY Federal contract opportunity
Solicitation number: 140P8126B0007
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · May 21, 2026

Summary of Construction Drawings for Pearce Ferry Road and Launch Ramp Project

These are final construction drawings for the Pearce Ferry Roadway and Launch Ramp project at Lake Mead National Recreation Area, produced by the U.S. Department of the Interior National Park Service, Denver Service Center. The drawings (Contract No. 140F8519D0005, Task Order No. 140P8522F0057) include 14 sheets of detailed plans and specifications dated August 17, 2023, with a revision date of October 18, 2024 reflecting ramp and asphalt width modifications. The project covers maintenance and improvements to an existing roadway and boat launch facility at Pearce Ferry in Arizona.

The construction drawings specify a comprehensive scope including demolition of existing infrastructure (asphalt road, precast concrete panels, pipe mats, and concrete blocks totaling approximately 3,800 square feet), installation of new paved launch ramp with cast-in-place and precast concrete components, roadway improvements with 3-inch asphalt and crushed aggregate base courses, site grading and drainage systems, and erosion control measures including silt fencing, turbidity curtains, and riprap armored channels. Technical details address typical sections for the 24-foot-wide paved launch ramp with reinforced concrete pavement, 12-foot travel lanes with 3-inch asphalt mix, concrete panel connections, expansion joints, and drainage infrastructure. The drawings incorporate traffic control plans, staging areas for equipment and materials, and environmental protection specifications for floodplain and riparian areas adjacent to the Colorado River.

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Other files for this federal contract opportunity

Other files attached to LAKE - EXTEND RAMP AT PEARCE FERRY, newest first.
File	Type	Posted
Sol_140P8126B0007_Amd_0001.pdf	PDF	Jun 22, 2026
B03_-_Wage_Determination_AZ20260058_5_18_26_0001.pdf	PDF	Jun 22, 2026
Sol_140P8126B0007.pdf	PDF	May 21, 2026
B08_-_Atch_3_-_Wage_Determination_AZ20260058_1_2_26.pdf	PDF	May 21, 2026
B08_-_Atch_4_-_Construction_Contraction_Administration.pdf	PDF	May 21, 2026
B08_-_Atch_1_-_Pearce_Ferry_Takeout_Ramp_Specs.pdf	PDF	May 21, 2026
B08_-_Atch_5_-_Limitation_on_Subcontracting_Report_Template.xlsx	XLSX spreadsheet	May 21, 2026

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INDIAN

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CALIFORNIA

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NEVADA

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COVE

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SEARCHLIGHT

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REVISION DATE 8/17/23

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NATIONAL RECREATION AREA BOUNDARY

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RANGER STATION

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CAMPGROUND

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SCALE OF MILES

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FINAL CONSTRUCTION DRAWINGS

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UNITED STATES

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LOCATION WITHIN PARK

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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NEW LAUNCH RAMP

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PEARCE FERRY

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CONSTRUCTION DRAWINGS

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CONTRACT NO. 140F8519D0005

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TASK ORDER NO. 140P8522F0057

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LAKE MEAD NATIONAL RECREATION AREA

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PACIFIC WEST

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NORTHERN

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SHEET INDEX

SHEET SUBSHEET TITLE OF SHEET

1 COVER

2 G1 SHEET INDEX AND VICINITY MAP

3 G2 ABBREVIATIONS AND GENERAL NOTES

4 G3 TYPICAL SECTIONS

5 G4 TYPICAL DETAILS

6 G5 TYPICAL DETAILS

7 C1 PROJECT OVERVIEW AND SITE SURVEY

8 C2 TRAFFIC CONTROL PLAN

9 C3 EROSION CONTROL PLAN

10 C4 EROSION CONTROL DETAILS

11 C5 DEMOLITION PLAN

12 C6 PLAN AND PROFILE

13 C7 SITE GRADING PLAN

14 C8 DRAINAGE DETAILS

ROAD & LAUNCH RAMP

(SEE SHEETS C1-C8)

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LAKE MEAD NATIONAL RECREATION AREA

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TO SOUTH COVE

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TO MEADVIEW

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CIVIL ABBREVIATIONS

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FEDERAL HIGHWAY ADMINISTRATION

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NATIONAL PARK SERVICE

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%%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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NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION

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AMERICAN SOCIETY FOR TESTING AND MATERIALS

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GENERAL NOTES

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1. THESE PLANS REPRESENT A DESIGN FOR MAINTENANCE OF PEARCE FERRY ROADWAY AND THESE PLANS REPRESENT A DESIGN FOR MAINTENANCE OF PEARCE FERRY ROADWAY AND LAUNCH RAMP PROJECT - PMIS #238897. 2. THE CONTRACTOR SHALL REMOVE AND REUSE 66 EXISTING PRECAST PANELS, WHICH ARE THE CONTRACTOR SHALL REMOVE AND REUSE 66 EXISTING PRECAST PANELS, WHICH ARE LOCATED AT THE EXISTING LAUNCH RAMP. 3. THE CONTRACTOR SHALL REMOVE THE EXISTING PIPE MAT, WHICH IS LOCATED AT THE THE CONTRACTOR SHALL REMOVE THE EXISTING PIPE MAT, WHICH IS LOCATED AT THE EXISTING LAUNCH RAMP AND TRANSPORT AS DIRECTED BY THE CONTRACTING OFFICER. 4. SEE SECTION 01 11 00-SUMMARY OF WORK FOR SPECIFICATIONS AND LOCATION FOR SEE SECTION 01 11 00-SUMMARY OF WORK FOR SPECIFICATIONS AND LOCATION FOR PLACEMENT OF EXCESS EXCAVATION. 5. EXCAVATION QUANTITIES MAY BE GREATER THAN ESTIMATED NEAR EXISTING LAUNCH RAMP EXCAVATION QUANTITIES MAY BE GREATER THAN ESTIMATED NEAR EXISTING LAUNCH RAMP DUE TO HIGH FLOW EVENTS WHICH DEPOSIT SAND AND SILT.

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NOTES:

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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%%U PRECAST LAUNCH RAMP

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SCALE: NONE

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6" PRECAST CONCRETE PANEL SEE DETAIL 1/G51/G5

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4" DIA. SCH. 40 STEEL PIPE TO GUIDE AND LEVEL CONCRETE PANELS DURING PLACEMENT

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PANEL EDGE

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OVERLAP PIPES 6'-0"

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20'-0" (TYP.)

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20'-0" (TYP.)

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C C-LINE

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AutoCAD SHX Text AGGREGATE SHALL BE INSTALLED TO A LEVEL AT OR SLIGHTLY ABOVE THE TOP OF THE LEVELING PIPES.

AutoCAD SHX Text 2' WIDE x 2' DEEP (MIN) RIPRAP (CLASS 1) PERIMETER TRENCH (TYP)

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(MIN)

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%%U PAVED LAUNCH RAMP ROAD

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A-LINE

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A-LINE

AutoCAD SHX Text 3" ASPHALT ( " MIX) CONCRETE PAVEMENT 34" MIX) CONCRETE PAVEMENT 93% MIN. COMPACTION

AutoCAD SHX Text 5" CRUSHED AGGREGATE BASE COURSE (1 " MINUS), 95% MIN. COMPACTION12" MINUS), 95% MIN. COMPACTION

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MIN. OVER EXCAVATION AND SHOULDER BEYOND PAVED SURFACE (TYP)

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SEE PLANS

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SLOPE & DISTANCE VARIES

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SLOPE & DISTANCE VARIES

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1'-0" (TYP)

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1'-0" (TYP)

AutoCAD SHX Text 6" CRUSHED AGGREGATE BASE COURSE (1 " MINUS), 12" MINUS), 95% (MIN) COMPACTION (TYP)

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3/4" V-GROOVE SURFACE 30° (TYP)SEE DETAIL 2/G52/G5

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GEOTEXTILE FABRIC

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#4 @ 18" OC EACH WAY

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%%UCAST-IN-PLACE LAUNCH RAMP

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NO SCALE

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C B-LINE

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#5 CONT (TYP)

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3" CLR

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3" CLR

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3" CLR

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3" CLR

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(MIN)

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NOTES:

AutoCAD SHX Text VARIES FROM STA 10+50 TO 11+00, SEE SHEET C7 USE 4500 PSI MINIMUM COMPRESSION STRENGTH 28-DAY CONCRETE. USE GRADE 60, EPOXY COATED REBAR SUPPORTED BY 3" TALL CHAIRS. DEPRESS RIP RAP (CLASS 1) 4" AND COVER WITH 4" CRUSHED AGGREGATE WITH 4" CRUSHED AGGREGATE BASE COURSE (1 " MINUS) IN AREAS 12" MINUS) IN AREAS SPECIFIED IN THE PLANS. PLACE CRUSHED AGGREGATE BASE COURSE (1 " MINUS) IN A SINGLE LIFT. 12" MINUS) IN A SINGLE LIFT.

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6" REINFORCED CONCRETE PAVEMENT

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NATIVE SUB-SOIL 95% MIN. COMPACTION

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GEOTEXTILE FABRIC

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SLOPE & DISTANCE VARIES

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SLOPE & DISTANCE VARIES

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SLOPE & DISTANCE VARIES

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SEE PLANS

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NATIVE SUB-SOIL 95% MIN. COMPACTION

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NATIVE SUB-SOIL 95% MIN. COMPACTION

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SELECT AGGREGATE BASE COURSE (2" MINUS) (6" MIN UNDER RIP RAP) (TYP)

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%%U GRAVEL AREAS

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4" CRUSHED AGGREGATE BASE COURSE (1 " MINUS), 12" MINUS), 95% MIN. COMPACTION

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VARIES

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GEOTEXTILE FABRIC

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SELECT AGGREGATE BASE COURSE (2" MINUS) (6" MIN UNDER RIP RAP) (TYP)

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DATE:

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LAKE MEAD NATIONAL RECREATION AREA

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REVISION

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DATE

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RAMP AND ASPHALT WIDTH REVISION

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%%U CAST-IN-PLACE TO PRECAST CONNECTION

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NO SCALE

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PROVIDE TWO CONNECTIONS PER PRECAST PANEL.

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%%UNOTES:

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%%U CAST-IN-PLACE LAUNCH RAMP END

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NO SCALE

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%%U LONGITUDINAL AND TRANSVERSE CONTROL JOINT DETAIL

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NO SCALE

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%%U CONC. PAVEMENT CONSTRUCTION/EXPANSION JOINT DETAIL

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12" DIA. X 2'-0" LONG, EPOXY COATED SMOOTH BAR. SPACE TO MATCH REINFORCING

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STOP TYP. REINF. 4"

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STOP TYP. REINF. 4"

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REINFORCING PER PLAN

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BACKER ROD

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"SPEED DOWEL" BY SIKA OR APPROVED EQUAL

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12" EXPANSION JOINT

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NEW CAST-IN-PLACE CONCRETE RAMP

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3" CLR

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3" CLR

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3" CLR

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3" CLR

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#5 CONT (TYP)

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LOCKING CLIP AND PLATE SEE DETAIL 5/G55/G5/G5

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CONNECTION BLOCK-OUT

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CONCRETE PANELS SEE DETAIL 1/G51/G5

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CIP STAINLESS STEEL CONNECTOR BAR SEE DETAIL 3/G53/G5

AutoCAD SHX Text FILL NOTCHES IN PANELS WITH CRUSHED AGGREGATE BASE COURSE (1 " MINUS), 12" MINUS), MAX GAP=1" (0.08')

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CAST-IN-PLACE LAUNCH RAMP END SEE DETAIL 1/G41/G4/G4

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DATE:

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DESIGNED:

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TECH. REVIEW:

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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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TITLE OF SHEET

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TYPICAL DETAILS

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AutoCAD SHX Text 186520

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T. WOODS

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M. ROGERS

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B. THEIS

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 238897

3/4" V-GROOVE SURFACE 30° TYP.

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LEVELING PIPE: LEFT IN PLACE

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%%U CONCRETE PANELS

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LOCKING CLIP AND PLATE SEE DETAIL 5/G55/G5

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4" DIA. LEVELING PIPE: LEFT IN PLACE

AutoCAD SHX Text 3'x20'x6" PRECAST CONCRETE PANELS

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34" DIA. 304 STAINLESS STEEL ROUND BAR STOCK. 2 PER PLANK

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CONNECTOR BAR SEE DETAIL 3/G5 3/G5 (TYP)

AutoCAD SHX Text NOTE: FOR DIRECTION OF GROOVES, PLACE PRECAST PANELS SUCH THAT WATER DRAINS AWAY FROM ALIGNMENT CENTERLINE.

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OVERLAP PIPES 6'-0"

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NO SCALE

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PLAN

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ELEVATION

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%%U V-GROOVE FINISH DETAIL

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NO SCALE

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%%U CONNECTOR BAR DETAIL

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%%U CONNECTION DETAIL

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%%U LOCKING CLIP AND PLATE DETAIL

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NO SCALE

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NO SCALE

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NO SCALE

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%%U PRECAST LAUNCH RAMP PROFILE

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NEW CIP CONC. RAMP

AutoCAD SHX Text 4" DIA x 40 LF SCH 40 LEVELING PIPE. LEFT IN PLACE

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CONCRETE PANELS SEE DETAIL 1/G51/G5

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V-GROOVE FINISH DETAIL SEE DETAIL 2/G52/G5

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NO SCALE

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316 HOLE THRU 2 PL FOR 18STAINLESS STEEL COTTER PIN

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78 HOLES 2 PL

AutoCAD SHX Text 38"

AutoCAD SHX Text 38" STAINLESS STEEL BAR STOCK (3" x 5 ")14")

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34" DIA STAINLESS STEEL ROUND BAR STOCK

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CLIP

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PLATE

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CONNECTION SEE DETAIL 4/G54/G5/G5

AutoCAD SHX Text FILL NOTCHES IN ADJOINING PANELS WITH CRUSHED AGGREGATE BASE COURSE (1 " MINUS)12" MINUS)

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(2) 4 TON SWIFT LIFT LIFTING ANCHOR

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(2) 4 TON SWIFT LIFT LIFTING ANCHOR

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MAX GAP=1" (0.08')

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4" DIA. LEVELING PIPE - 40' LONG W/ 6' MIN OVERLAP

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SEE CAST-IN-PLACE TO PRECAST CONNECTION DETAIL 2/G42/G4/G4

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END PRECAST CONC. RAMP

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BEGIN PRECAST CONC. RAMP

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END NEW CIP CONC. RAMP

AutoCAD SHX Text NOTE: FOR DIRECTION OF GROOVES, PLACE PRECAST PANELS SUCH THAT WATER DRAINS AWAY FROM ALIGNMENT CENTERLINE.

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CONNECTOR BAR SEE DETAIL 3/G5 3/G5 (TYP)

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DATE:

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DESIGNED:

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TECH. REVIEW:

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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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TITLE OF SHEET

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TYPICAL DETAILS

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AutoCAD SHX Text 186520

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T. WOODS

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M. ROGERS

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B. THEIS

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LAKE MEAD NATIONAL RECREATION AREA

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NOTES:

1. THIS DETAIL IS FOR NEW PRECAST CONCRETE PANELS AND MAY NOT MATCH THIS DETAIL IS FOR NEW PRECAST CONCRETE PANELS AND MAY NOT MATCH EXISTING PRECAST PANELS FOUND AT THE SITE.

Metadata

LEGEND

AERIAL IMAGE DATE: 10/04/2022

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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PROJECT OVERVIEW

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AND SITE SURVEY

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AutoCAD SHX Text 186520

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T.WOODS

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M.ROGERS

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B.THEIS

AutoCAD SHX Text 8/17/23

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LAKE MEAD NATIONAL RECREATION AREA

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SCALE OF FEET

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PROPOSED DITCH GRADING

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BEGIN IMPROVEMENTS

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PROPOSED DITCH GRADING

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PROPOSED ACCESS ROAD CULVERT

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WATER SURFACE ELEV=~1123 (WATER LEVEL AT DATE OF SURVEY, OCTOBER 4, 2022)

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EXIST SIGN (TYP)

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EXIST SIGN

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EXIST DITCH

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EXIST ACCESS ROAD

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EXIST GRAVEL PARKING LOT

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EXIST PIPE MAT

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EXIST ASPHALT

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EXIST ASPHALT ROAD

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REMOVE AND RESET EXIST PRECAST PANELS

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EXIST CIP CONCRETE

AutoCAD SHX Text NPS Pearce Ferry 2022 RPA Final Control Point Table

AutoCAD SHX Text Arizona West State Plane Coordinates (0203) NAD83(CORS96)(EPOCH 2002) International Foot Definition NAVD 88 Elevations

AutoCAD SHX Text Point

AutoCAD SHX Text Northing

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AutoCAD SHX Text Elevation

AutoCAD SHX Text Description

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AutoCAD SHX Text 1864974.488

AutoCAD SHX Text 631393.567

AutoCAD SHX Text 1163.96

AutoCAD SHX Text Set RPA RPC on upper parking lot top bank overlooking ramp, 102 feet from SE corner ramp, 54 feet E of Pearce Ferry Info sign

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AutoCAD SHX Text 1865223.491

AutoCAD SHX Text 631239.166

AutoCAD SHX Text 1143.60

AutoCAD SHX Text Set RPA RPC 157 feet NW of SW corner ramp, 30 feet SW of unimproved road, 150 feet SW of edge water of river (today)

AutoCAD SHX Text Survey Performed by Robert Peccia and Associates - October 2022 Trimble R8-4/R12i GPS

AutoCAD SHX Text Control primarily established with GPS RTK methods:

AutoCAD SHX Text Held CP 1 OPUS results NEZ Lat Long Height

AutoCAD SHX Text Arizona West State Plane Coordinates (0203) NAD83(2011)(EPOCH 2010.000) International Foot Definition NAVD 88 Elevations as derived from OPUS

AutoCAD SHX Text NAVD 88 Elevations of mapping were computed using Geoid18

AutoCAD SHX Text Magnetic Declination:

AutoCAD SHX Text RPA RPC - Set 5/8"x24" long rebar with 1 1/4" Red Plastic Cap marked "RPA CONTROL"

AutoCAD SHX Text OPUS - Online Position User Service

AutoCAD SHX Text RPC - Red Plastic Cap

AutoCAD SHX Text YPC - Yellow Plastic Cap

AutoCAD SHX Text NGS - National Geodetic Survey

AutoCAD SHX Text CSF - Combined Scale Factor

AutoCAD SHX Text OPUS point

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CSF = 0.99988726

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PROPOSED ASPHALT ( " MIX)34" MIX)

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PROPOSED CIP CONCRETE

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PROPOSED CRUSHED AGGREGATE BASE COURSE (1 " MINUS)12" MINUS)

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EXIST ASPHALT

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PROPOSED RIPRAP (CLASS 1)

AutoCAD SHX Text PROPOSED 4" DEPRESSED RIPRAP (CLASS 1) -COVER WITH 4" CRUSHED AGGREGATE BASE COURSE (1 " MINUS)12" MINUS)

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REVISION

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DATE

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AutoCAD SHX Text 10/18/2024

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RAMP AND ASPHALT WIDTH REVISION

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PROPOSED CULVERT

VARIES

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VARIES

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NOTES:

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1. ALL NON-REFLECTORIZED SURFACES SHALL BE WHITE. ALL NON-REFLECTORIZED SURFACES SHALL BE WHITE. 2. SANDBAGS (APPROX. 25LB SACK FILLED WITH SAND) SANDBAGS (APPROX. 25LB SACK FILLED WITH SAND) SHALL BE PLACED ON LOWER FRAME TO PROVIDE ADDITIONAL BALLAST. 3. RAILS MUST BE 8" MIN. TO 12" MAX. IN HEIGHT.RAILS MUST BE 8" MIN. TO 12" MAX. IN HEIGHT.

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EXISTING GROUND

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WHITE AND ORANGE ENCAPSULATED LENS SHEETING ON RAIL

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SCALE OF FEET

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UNDER CONSTRUCTION

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WORK AREA STAGING AND ACCESS

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UNDER TRAFFIC

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EXIST GRAVEL PARKING LOT

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EXIST ASPHALT ROAD

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NOTES:

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LEGEND

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CONSTRUCTION AHEAD

AutoCAD SHX Text 36"x36" W20-1

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%%U TEMPORARY BARRICADE DETAIL

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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TRAFFIC CONTROL PLAN

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T.WOODS

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M.ROGERS

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B.THEIS

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LAKE MEAD NATIONAL RECREATION AREA

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STAGING AND STORAGE AREA

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NO SCALE

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INSTALL "CONSTRUCTION AHEAD" SIGN.

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INSTALL TEMPORARY PLASTIC DRUMS ON 20' MAX. SPACING.

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INSTALL TEMPORARY BARRICADES. SEE DETAIL A, ON THIS SHEET

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COLORADO RIVER

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EMERGENCY RAFT TAKEOUT AREA

AutoCAD SHX Text IF EMERGENCY RAFT TAKEOUT OCCURS, CONTRACTOR SHALL ALLOW SHORT-TERM TEMPORARY ACCESS TO ALLOW SAFE PASSAGE FOR RAFTERS TO TRANSPORT RAFT, GEAR AND PEOPLE FROM AREA SHOWN ABOVE TO EXISTING GRAVEL PARKING LOT VIA WALKING. CONTRACTOR SHALL PROVIDE AN ESCORT FOR SAFE PASSAGE.

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REVISION

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DATE

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AutoCAD SHX Text 10/18/2024

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RAMP AND ASPHALT WIDTH REVISION

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TYPICAL SILT FENCE INSTALLATION (~390 LF)

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TURBIDITY CURTAIN (~211 LF)

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SCALE OF FEET

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EXIST GRAVEL PARKING LOT

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EXIST ASPHALT ROAD

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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EROSION CONTROL PLAN

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T.WOODS

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M.ROGERS

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B.THEIS

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LAKE MEAD NATIONAL RECREATION AREA

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AutoCAD SHX Text INSTALL SILT FENCE 5' MIN. ABOVE WATER LINE. BRACE TURBIDITY CURTAIN TO RESIST HIGH FLOW AND VELOCITY OF THE RIVER.

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NOTES:

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LEGEND

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SILT FENCE

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RIPRAP ARMORED CHANNEL (~210 LF)

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RIPRAP ARMORED CHANNEL (~240 LF)

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RIPRAP ARMORED CHANNEL (~30 LF)

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STRAW WATTLES (TYP OF 6)

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COLORADO RIVER

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TURBIDITY CURTAIN

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REVISION

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DATE

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AutoCAD SHX Text 10/18/2024

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RAMP AND ASPHALT WIDTH REVISION

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%%U TYPICAL SILT FENCE INSTALLATION

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NO SCALE

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TRENCH

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BACKFILL

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FABRIC

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SECTION A-A'

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1'-6" MIN.

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BURY BOTTOM OF FILTER MATERIAL IN MIN. 6" DEEP BY 6" WIDE TRENCH

AutoCAD SHX Text 2"x2" WOOD POSTS ALTERNATE: STEEL FENCE POSTS, SAME SPACING

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BURY IN NATIVE GROUND

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2'-6" MIN. FABRIC EXPOSURE

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6" MIN. BURY FOR FABRIC

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SLOPE

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INSTALLATION SHALL FOLLOW THE MANUFACTURER'S RECOMMENDATIONS.

AutoCAD SHX Text POSTS SHALL BE INSTALLED SO THAT A MIN. OF 3'-0" EXTENDS ABOVE THE GROUND WITH A MIN. OF 2'-0" EMBEDMENT.

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SPLICE JOINTS AT SUPPORT POSTS ONLY, WITH A MIN. 6" OVERLAP.

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FILTER FABRIC MATERIAL 36" WIDE ROLLS MINIMUM. ATTACH TO POSTS.

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REINFORCING NETTING, IF RECOMMENDED BY MFG.

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2'-6" MIN.

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2'-6" MIN.

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%%UPLAN

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%%UPROFILE

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SLOPE

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WATTLES

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STAKE

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%%USTAKING DETAIL

AutoCAD SHX Text 50'

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DITCH FLOWLINE

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FLOW

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TOP OF DITCH

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TOP OF DITCH

AutoCAD SHX Text 12"

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STAKES

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WATTLES

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EDGE OF PAVEMENT

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TOP OF DITCH

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TOP OF DITCH

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WATTLE BEHIND

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WATTLE

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STAKES

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%%USECTION

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%%U STRAW WATTLES

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NO SCALE

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FINISH GRADE

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NOTES:

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DRILL HOLE FOR TIE DOWN

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MIN. HEIGHT FOR BARRIER MATERIAL TO BE MAXIMUM PROJECTED WATER DEPTH PLUS 20%

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WATER SURFACE

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FLOAT = 12" PVC PIPE (SDR-35)

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NYLON ROPE TIE DOWN

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REINFORCED VINYL WRAPPED AROUND PIPE

AutoCAD SHX Text REINFORCED VINYL 8 MIL. THICK GRIFFOLYN TYPE -75 OR EQUAL. CONTINUOUS: SEAMS SHALL BE SEWN TOGETHER W/HEAVY DUTY NYLON THREAD FOLD VINYL AND FORM LOOP AROUND HEAVY CHAIN. ALTERNATELY PROVIDE 4' OVERLAP ALONG RIVERBED. COVER OVERLAP WITH GRAVEL BAGS.

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RIVER BOTTOM

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FOLD AND STITCH WITH HEAVY DUTY NYLON THREAD.

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3" DIA. STEEL PIPE @ 15' SPACING

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1/4" DIA. NYLON ROPE TIE-DOWN

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9" FREEBOARD

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%%USECTION

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%%U TURBIDITY CURTAIN

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NO SCALE

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NOTES:

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1. THIS IS A SAMPLE DESIGN ONLY, REPRESENTING A THIS IS A SAMPLE DESIGN ONLY, REPRESENTING A MINIMUM LEVEL OF EFFORT. ACTUAL DESIGN SHALL BE RESPONSIBILITY OF CONTRACTOR.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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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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TITLE OF SHEET

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EROSION CONTROL

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DETAILS

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T. WOODS

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M. ROGERS

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B. THEIS

AutoCAD SHX Text 8/17/23

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 238897

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AutoCAD SHX Text 2:1

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RIPRAP (CLASS 1)

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%%U RIPRAP ARMORED CHANNEL

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NO SCALE

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EXISTING GROUND

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GEOTEXTILE FABRIC (MIRAFI 160N OR APPROVED EQUAL)

SELECT AGGREGATE BASE COURSE (2" MINUS)

SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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DEMOLITION PLAN

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T.WOODS

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M.ROGERS

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B.THEIS

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LAKE MEAD NATIONAL RECREATION AREA

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SCALE OF FEET

AutoCAD SHX Text #2

AutoCAD SHX Text REMOVE AND SALVAGE EXISTING PIPE MATS TO NPS. DELIVER TO LOCATION AS DIRECTED BY THE COR. 2. EXISTING CIP CONCRETE HAS INTEGRAL CURB AND GUTTER. EXISTING CIP CONCRETE HAS INTEGRAL CURB AND GUTTER. SEE SHEET C7 FOR NEW LOCATION. SEE SECTION 01 11 00 - SUMMARY OF WORK FOR SPECIFICATION AND LOCATION FOR PLACEMENT OF EXCESS EXCAVATION.

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NOTES:

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WATER SURFACE ELEV=~1123 (WATER LEVEL AT DATE OF SURVEY, OCTOBER 4, 2022)

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REMOVE AND RESET EXIST SIGN (NO PARKING SYMBOL)

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PROTECT AND MAINTAIN EXIST SIGN

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EXIST DITCH

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PROTECT AND MAINTAIN EXIST ACCESS ROAD

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EXIST GRAVEL PARKING LOT (PROTECT AND MAINTAIN)

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EXIST PIPE MAT

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REMOVE AND STOCKPILE EXIST PRECAST PANELS (~3,760 SF)

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EXIST ASPHALT ROAD

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REMOVE EXIST CIP CONCRETE (~1,800 SF) (SEE NOTE 2)

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REMOVE EXIST ASPHALT (~5,060 SF)

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PROTECT AND MAINTAIN EXIST ASPHALT

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REMOVE AND RESET EXIST SIGN (NO PARKING SYMBOL)

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REMOVE AND RESET EXIST CONCRETE BLOCKS

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SAW CUT EXISTING ASPHALT

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CONSTRUCTION LIMITS EXCAVATION AND GRADING (~4,595 CY)

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EXIST PIPE MAT

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AutoCAD SHX Text PAVED LAUNCH RAMP ROAD, CAST-IN-PLACE LAUNCH RAMP, AND PRECAST LAUNCH RAMP CENTERLINE COORDINATE TABLE

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SEGMENT

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START STATION

AutoCAD SHX Text 10+00.00

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START NORTHING

AutoCAD SHX Text 1864857.66

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START EASTING

AutoCAD SHX Text 631212.05

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END STATION

AutoCAD SHX Text 14+71.64

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END NORTHING

AutoCAD SHX Text 1865267.19

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END EASTING

AutoCAD SHX Text 631445.99

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RADIUS

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LENGTH

AutoCAD SHX Text 471.64

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DELTA

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LINE/CHORD DIRECTION

AutoCAD SHX Text N29° 44' 14.86"E

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TANGENT

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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PLAN AND PROFILE

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T.WOODS

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M.ROGERS

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B.THEIS

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LAKE MEAD NATIONAL RECREATION AREA

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SCALE OF FEET

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1. DUE TO HIGH FLOW EVENTS, SEDIMENT NEAR EXISTING LAUNCH DUE TO HIGH FLOW EVENTS, SEDIMENT NEAR EXISTING LAUNCH RAMP MAY BE DEEPER THAN SHOWN.

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NOTES:

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SCALE OF FEET

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(HORIZONTAL)

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SCALE OF FEET

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(VERTICAL)

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AutoCAD SHX Text RESET EXISTING PRECAST PANEL (66 EA, 40'x102', ~4,080 SF)

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END NEW ROADWAY BEGIN CIP STA. 12+45.00 ELEV=1141.77

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END CIP BEGIN PRECAST PANELS STA. 13+50.00 ELEV=1131.27

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BEGIN NEW ROADWAY (MATCH EXISTING) STA. 10+50.00 ELEV=1156.42

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END PRECAST PANELS BEGIN RIP RAP PERIMETER TRENCH STA. 14+51.64 ELEV=1121.11

AutoCAD SHX Text 6' WIDE x 1' DEEP (MIN) RIPRAP PERIMETER TRENCH ACROSS END OF RAMP. END RIP RAP @ STA 14+57.64 ELEV = 1120.51

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STA. 10+50.00 BEGIN NEW ROADWAY

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STA. 12+45.00 END NEW ROADWAY BEGIN CIP

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STA. 13+50.00 END CIP BEGIN PRECAST PANELS

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CAST-IN-PLACE TO PRECAST CONNECTION SEE DETAIL 2/G4 (TYP)2/G4 (TYP) (TYP)

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METAL END SECTIONS STA. 13+34.36, 104' LT END INV=1135.92

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METAL END SECTIONS STA. 13+63.52, 104' LT END INV=1134.92

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NEW 18" CMP CULVERT 24' @ 3.43% (LENGTH EXCLUDES METAL END SECTIONS)

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RIPRAP OUTLET PROTECTION

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AutoCAD SHX Text C8

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PROPOSED ASPHALT ( " MIX)34" MIX)

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PROPOSED CIP CONCRETE

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PROPOSED CRUSHED AGGREGATE BASE COURSE (1 " MINUS)12" MINUS)

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PROPOSED RIPRAP (CLASS 1)

AutoCAD SHX Text PROPOSED 4" DEPRESSED RIPRAP (CLASS 1) -COVER WITH 4" CRUSHED AGGREGATE BASE COURSE (1 " MINUS)12" MINUS)

AutoCAD SHX Text TRANSVERSE CONTROL JOINTS @ 21'-0" O.C. (TYP) 21'-0" O.C. (TYP) SEE DETAIL 4/G44/G4

AutoCAD SHX Text LONGITUDINAL CONTROL JOINTS @ 20'-0" O.C. (TYP) 20'-0" O.C. (TYP) SEE DETAIL 4/G44/G4

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LONGITUDINAL EXPANSION JOINT AT THE CENTER OF RAMP SEE DETAIL 3/G43/G4

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CAST IN PLACE LAUNCH RAMP END (ACROSS ENTIRE CAST IN PLACE RAMP)

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REVISION

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DATE

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AutoCAD SHX Text 10/18/2024

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RAMP AND ASPHALT WIDTH REVISION

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METAL END SECTIONS STA. 13+34.36, 104' LT END INV=1135.92

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METAL END SECTIONS STA. 13+63.52, 104' LT END INV=1134.92

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AutoCAD SHX Text C8

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NEW 18" CMP CULVERT 40' @ 0.80% (LENGTH EXCLUDES METAL END SECTIONS)

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RIPRAP OUTLET PROTECTION

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SCALE OF FEET

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SUB SHEET NO.

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TITLE OF SHEET

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SHEET

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PKG.

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NO.

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DATE:

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TECH. REVIEW:

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DESIGNED:

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DRAWING NO.

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SITE GRADING PLAN

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AutoCAD SHX Text 186520

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T.WOODS

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M.ROGERS

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B.THEIS

AutoCAD SHX Text 8/17/23

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 238897

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RESET EXIST SIGN (NO PARKING SYMBOL)

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RESET EXIST SIGN (NO PARKING SYMBOL)

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RESET EXIST CONCRETE BLOCK

AutoCAD SHX Text 7%

AutoCAD SHX Text #2

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RESET EXIST CONCRETE BLOCK

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AutoCAD SHX Text 3.43%

AutoCAD SHX Text 7%

AutoCAD SHX Text 9.1%

AutoCAD SHX Text 0.8%

AutoCAD SHX Text 10%

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RESET EXIST SIGN (NO PARKING SYMBOL)

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RIPRAP OUTLET PROTECTION

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PROPOSED ASPHALT ( " MIX)34" MIX)

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PROPOSED CIP CONCRETE

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PROPOSED CRUSHED AGGREGATE BASE COURSE (1 " MINUS)12" MINUS)

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PROPOSED RIPRAP (CLASS 1)

AutoCAD SHX Text PROPOSED 4" DEPRESSED RIPRAP (CLASS 1) -COVER WITH 4" CRUSHED AGGREGATE BASE COURSE (1 " MINUS)12" MINUS)

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GRADE BREAK IN DITCH LINE.

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NOTES:

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REVISION

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DATE

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AutoCAD SHX Text 10/18/2024

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RAMP AND ASPHALT WIDTH REVISION

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RIPRAP OUTLET PROTECTION

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RIPRAP OUTLET PROTECTION

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UNLESS OTHERWISE SHOWN ON PLANS

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RIPRAP (CLASS 1)

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SELECT AGGREGATE BASE COURSE (2" MINUS)

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%%UPLAN

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%%UELEVATION

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%%U RIPRAP OUTLET PROTECTION

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NO SCALE

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GEOTEXTILE FABRIC

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SEE DIMENSIONS IN TABLE ON THIS SHEET.

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RIPRAP (CLASS 1)

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RIPRAP AND BEDDING CLASS

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PLAN SLOPE

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PLAN

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SLOPE VARIES

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(SEE TABLE)

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PIPE

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DIA.

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PIPE

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DIA.

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ELEVATION

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TYPE 1

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REINFORCED EDGE

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FLAT STRAP CONNECTOR

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END SECTION TYPE 1 CONNECTION

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TOE PLATE*

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RIVETS @ 12" CENTERS MAX. SPACING

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STRAP BOLT (SEE DETAIL A)

AutoCAD SHX Text For 12" Thru 24" CMP Only

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NOTES:

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1. THE CULVERT LENGTHS SHOWN ON THE PLANS INCLUDE THE METAL END THE CULVERT LENGTHS SHOWN ON THE PLANS INCLUDE THE METAL END SECTIONS AS INDICATED ON THE DETAIL SHEET, INCLUDING CONNECTOR SECTION LENGTHS WHEN USED. 2. PIPE ON SKEW SHALL BE MITERED. SUFFICIENT ADDITIONAL LENGTH OF PIPE PIPE ON SKEW SHALL BE MITERED. SUFFICIENT ADDITIONAL LENGTH OF PIPE SHALL BE ALLOWED TO PROVIDE CLEARANCE FOR END SECTIONS. 3. TOE PLATES REQUIRED ON ROUND PIPE 24" AND OVER IN DIAMETER UNLESS TOE PLATES REQUIRED ON ROUND PIPE 24" AND OVER IN DIAMETER UNLESS OTHERWISE SPECIFIED ON THE PLANS OR IN THE SPECIFICATIONS. 4. TOE PLATES SHALL BE PUNCHED WITH " HOLES TO MATCH HOLES IN LIP TOE PLATES SHALL BE PUNCHED WITH " HOLES TO MATCH HOLES IN LIP 716" HOLES TO MATCH HOLES IN LIP OF END SECTION AND BOLTED WITH " GALVANIZED BOLTS. 38" GALVANIZED BOLTS.

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METAL END SECTIONS

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NO SCALE

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TOE PLATE*

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LENGTH OF TOE PLATE TO BE W+22" MIN FOR 36" DIA. PIPE AND LARGER

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DETAIL A

AutoCAD SHX Text STANDARD " x 6" 12" x 6" GALVANIZED BOLT AND MATCHING SQUARE NUT

AutoCAD SHX Text 1"x 0.109" GALVANIZED STRAP

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DIMENSIONS

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TYPE 1

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APPROX.

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GAGE

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PIPE

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TYPE

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SLOPE

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TOL.

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TOL.

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TOL.

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MAX.

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TOL.

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DIAM.

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CONNECTION

AutoCAD SHX Text 36"

AutoCAD SHX Text 31"

AutoCAD SHX Text 6"

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AutoCAD SHX Text 2 ":112":1

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DATE:

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DESIGNED:

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TECH. REVIEW:

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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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TITLE OF SHEET

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DRAINAGE DETAILS

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AutoCAD SHX Text 186520

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T. WOODS

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M. ROGERS

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B. THEIS

AutoCAD SHX Text 8/17/23

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LAKE MEAD NATIONAL RECREATION AREA

AutoCAD SHX Text 238897

01-COVER-COVER

COVER

PLOT

02-G1-SHEET INDEX-G1

03-G2-ABBR-G2

PLOT

04-G3-TYP SEC-G3

PLOT

05-G4-TYP DTLS-G4

06-G5-TYP DTLS-G5

07-C1-PROJECT OVERVIEW SITE PLAN-C1

08-C2-TRAFFIC CONTROL PLAN-C2

09-C3-EROSION CONTROL PLAN-C3

10-C4-EROSION DTLS-C4

11-C5-DEMOLITION PLAN-C5

12-C6-PLAN AND PROFILE-C6

13-C7-SITE GRADING PLAN-C7-SITE GRADING PLAN

C7-SITE GRADING PLAN

14-C8- DRAINAGE DTLS-C8

File details come from the government source that posted it. Updated May 21, 2026.