B08_Att_(2)_LAKE_324894_Echo_Bay_Drawings_FINAL_REV_1_-_Copy.pdf

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Attached to
LAKE 324894- LAKE Echo Bay Ramp Extension at Lake
Solicitation number
140P2025R0071
Issued by

About this file

These construction drawings detail the Echo Bay Launch Ramp Relocation project at Lake Mead National Recreation Area in Nevada. The comprehensive set of technical drawings, prepared for the National Park Service, covers multiple aspects of the roadway and launch ramp construction, including gravel access road sections, launch ramp design, erosion control plans, roadway cross-sections, and signage details. The project involves constructing a new launch ramp with both cast-in-place and precast concrete panel configurations, associated roadways, parking areas, and necessary infrastructure improvements.

The drawings specify technical specifications for a 33+14.96 station length project, with detailed plans for roadway geometry, aggregate base course, geotextile fabric placement, soft lakeside sediment excavation, and precise elevation profiles. The design includes multiple construction elements such as 4-6 inch aggregate base courses, slope stabilization, drainage considerations, and specific signage (including speed limit and lane keeping signs). The project appears to be designed to improve boat launch access and surrounding infrastructure, with careful consideration of the existing terrain and lake environment at Echo Bay.

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Other files

File Type Posted
Sol_140P2025R0071_Amd_0007.pdf PDF
B11_Pre-Proposal_Site_Visit_Sign-In_Sheet_AMENDMENT_07_0007.pdf PDF
Sol_140P2025R0071_Amd_0006.pdf PDF
B09_AMD_006_Att_(5)_54467_NVW_Echo_Bay_Boat_Launch_Issuance_Letter-Signed_0006.pdf PDF
B09_AMD_006_Att_(4)_54467_NVW_Echo_Bay_Boat_Launch_Temporary_Permit_0006.pdf PDF
B09_AMD_006_Att_(1)_LAKE_324894_Solicitation_Amendment_QAs_Tracker_0006.pdf PDF
B09_AMD_006_Att_(3)_2b__Division_1-49_Specifications_redline_edits_0006.pdf PDF
B09_AMD_006_Att_(6)_Stamped_Cap_0006.jpg JPG image
B09_AMD_006_Att_(2)_1a__-_CONSTRUCTION_DRAWINGS_redline_edit_1_0006.pdf PDF
Sol_140P2025R0071_Amd_0005.pdf PDF
B09_AMEND_05_Attach_(1)_LAKE_324894_Solicitation_Amendment_QAs_Tracker_0005.pdf PDF
Sol_140P2025R0071_Amd_0004.pdf PDF
B09_AMEND_04_Attach_(1)_LAKE_324894_Solicitation_Amendment_QAs_Tracker_0004.pdf PDF
B09_AMEND_03_Attach_(1)_LAKE_324894_Solicitation_Amendment_QAs_Tracker_0003.pdf PDF
B09_AMEND_03_Attach_(2)_General_References_0003.docx DOCX document
Sol_140P2025R0071_Amd_0003.pdf PDF
Sol_140P2025R0071_Amd_0002.pdf PDF
B11_Pre-Proposal_Site_Visit_Sign-In_Sheet_(2)_0002.pdf PDF
B11_Pre-Proposal_Site_Visit_Sign-In_Sheet_(1)_0002.pdf PDF
Sol_140P2025R0071_Amd_0001.pdf PDF
B09_Att_(9)_LAKE_324894_Solicitation_QAs_Tracker_0001.pdf PDF
Sol_140P2025R0071.pdf PDF
B08_Att_(3)_DOL_WD_Clark_County_20250502_-_Copy.pdf PDF
B08_Att_(6)_Solit_Project_Experience_Questionnaire.docx DOCX document
B08_Att_(1)_LAKE_324894_Echo_Bay_SPECS_FINAL_July_2024_-_Copy.pdf PDF
B08_Att_(5)_Limitations_On_Subcontracting_Report.xlsx XLSX spreadsheet
B08_Att_(7)_Solit_PSP_Vol_I_Exp_REQD.docx DOCX document
B08_Att_(1)_Addendum_to_Project_Specifications_LAKE324894.pdf PDF
B08_Att_(4)_LAKE_324894_ContractPriceSchedule_.xlsx XLSX spreadsheet
B08_Att_(8)_GenRefs.doc DOC document
B08_SF_1442_140P2025R0071_LAKE_324894.pdf PDF
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Text version

06/30/202506/30/2025

01/21/25

SHEET INDEX

SHEET SUB SHEET TITLE OF SHEET

1 COVER

2 G1 SHEET INDEX

3 G2 GENERAL NOTES, SYMBOLOGY AND ABBREVIATIONS

4 G3 ROADWAY AND PARKING AREA TYPICAL SECTIONS

5 G4 CAST-IN-PLACE LAUNCH RAMP TYPICAL SECTION

6 G5 PRECAST PANEL LAUNCH RAMP TYPICAL SECTION

7 G6 CAST-IN-PLACE LAUNCH RAMP DETAILS

8 G7 PRECAST PANEL LAUNCH RAMP DETAILS

9 C1 PROJECT OVERVIEW AND SITE SURVEY

10 C2 TRAFFIC CONTROL PLAN

11 C3 EROSION CONTROL PLAN

12 C4 EROSION CONTROL PLAN

13 C5 EROSION CONTROL DETAILS

14 C6 EROSION CONTROL DETAILS

15 C7 ROADWAY PLAN AND PROFILE

16 C8 ROADWAY PLAN AND PROFILE

17 C9 ROADWAY AND LAUNCH RAMP PLAN AND PROFILE

18 C10 PARKING AREA LAYOUT

19 C11 LAUNCH RAMP PLAN

20 C12 LAUNCH RAMP PLAN

21 C13 ROADWAY CROSS SECTIONS

22 C14 ROADWAY CROSS SECTIONS

23 C15 ROADWAY CROSS SECTIONS

24 C16 ROADWAY CROSS SECTIONS

25 C17 ROADWAY CROSS SECTIONS

26 C18 ROADWAY CROSS SECTIONS

27 C19 ROADWAY CROSS SECTIONS

28 C20 ROADWAY CROSS SECTIONS

29 C21 ROADWAY CROSS SECTIONS

30 C22 CIP LAUNCH RAMP CROSS SECTIONS

31 C23 PRECAST LAUNCH RAMP CROSS SECTIONS

32 C24 PRECAST LAUNCH RAMP CROSS SECTIONS

33 C25 SIGNING PLAN

34 C26 SIGNING DETAILS

SHEET NAMING CONVENTION

MATERIALS IN SECTION

GENERAL SYMBOLOGY

L1 C2

L2

C3 L3 C4

L4 C5

L5

AERIAL IMAGE DATE: 10/04/2022

LAKE LEVEL=~1047.2' (NAVD 88)

NPS Lake Mead Echo Bay Control Point Table Nevada East State Plane Coordinates (2701) NAD83(CORS96)(EPOCH 2002) US Foot Definition NAVD 88 Elevations

Point Northing Easting Elevation Description

32* 26815465.821 998958.415 1229.50 Found ECHO-2: 1ins DEA Red Plastic Cap overlooking old ramp, south of end of chainlink fence, north of fish clean station

33 26812431.057 1003501.920 1109.82 Set RPA RPC 35ft W of TBC, on small flat on ridge overlooking ramp area

34 26812392.972 1003567.838 1097.63 Set Nail and washer 91ft in concrete seam, 3.5ft NE of TBC

35 26812084.695 1004619.610 1106.10 Set RPA RPC 955ft SE of SE corner Helicopter Pad, 70ft S of E-W road near top of point

36 26812034.676 1005320.522 1097.00 Set RPA RPC 700ft E of CP 35, on edge of bluff overlooking potential ramp locations, 63ft S of E-W road

Metadata

Survey Performed by Robert Peccia and Associates - September 2020 and October 2022 Trimble R8-2, R8-4, R12i GPS

Control primarily established with GPS RTK methods:

Held CP 32 NPS provided coordinates NEZ

CP 33 and 34 were surveyed and checked using GPS RTK methods

Nevada East State Plane Coordinates (2701) NAD83(CORS96)(EPOCH 2002) US Foot Definition, NAVD88 elevations all as provided by NPS

NAVD 88 Elevations of mapping were computed using Geoid03

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

RPC - Red Plastic Cap

YPC - Yellow Plastic Cap

NGS - National Geodetic Survey

*Not shown on this sheet

M

AT

CH

L

IN

E

ST

A.

8+

MATCH LINE STA. 2

6+

(SEE SHEET C4)

M

AT

CH

L

IN

E

ST

A.

8+

LEGEND:

A

TC

H

L

IN

E

ST

A . 2

6+

(S

EE

S H

EE

T

C 3)

EC

HO

B

AY

LEGEND:

Flow

C

L1 C2

L2

C3

L3

C4

C4

M

AT

CH

L

IN

E

ST

A.

8+

(S

EE

S

HE

ET

C

8)

C4

C4

L4

C5

L5

M

AT

CH

L

IN

E

ST

A.

8+

(S

EE

S

HE

ET

C

7)

MATCH LINE STA. 2

6+

(SEE SHEET C9)

PARKING AREA LAYOUT

(SEE SHEET C10)

L5

A

TC

H

L

IN

E

ST

A . 2

6+

(S

EE

S H

EE

T

C 8)

LAUNCH RAMP PLAN

(SEE SHEETS C11 AND C12)

C1

C2 C3

C4

C5

C6

TC

H

L

IN

E

ST

A . 3

0+

.3

(S

EE

S H

EE

T

C

LAUNCH RAMP QUANTITIES

CLIN #

TOTAL EXCAVATION

(CY)

EMBANKMENT

(CY)

BASE COURSE

(CY)

RIPRAP

(CY)

2 1,754 121 971 67

3 307 0 612 29

4 478 0 398 31

5 788 0 415 29

TC

H

L

IN

E

ST

A . 3

0+

.3

(S

EE

S H

EE

T

C

LAUNCH RAMP QUANTITIES

CLIN #

TOTAL EXCAVATION

(CY)

EMBANKMENT

(CY)

BASE COURSE

(CY)

RIPRAP

(CY)

6 604 0 225 29

7 393 0 264 29

8 309 0 466 21

9 520 0 579 39

10+50.00

10+75.00

11+00.00

11+25.00

11+50.00

11+75.00

12+00.00

12+25.00

12+50.00

12+75.00

13+00.00

13+25.00

13+50.00

13+75.00

14+00.00

14+25.00

14+50.00

14+75.00

15+00.00

15+25.00

15+50.00

15+75.00

16+00.00

16+25.00

16+50.00

16+75.00

17+00.00

17+25.00

17+50.00

17+75.00

18+00.00

18+25.00

18+50.00

18+75.00

19+00.00

19+25.00

19+50.00

19+75.00

20+00.00

20+25.00

20+50.00

20+75.00

21+00.00

21+25.00

21+50.00

21+75.00

22+00.00

22+25.00

22+50.00

22+75.00

23+00.00

23+25.00

23+50.00

23+75.00

24+00.00

24+25.00

24+50.00

24+75.00

25+00.00

25+25.00

25+50.00

25+75.00

26+00.00

26+25.00

26+50.00

26+75.00

27+00.00

27+25.00

27+50.00

27+75.00

28+00.00

28+25.00

28+35.00

28+35.0028+35.00

28+50.00

28+75.00

28+94.00

29+00.00

29+25.00

29+50.00

29+75.00

30+00.00

30+25.00

30+50.00

30+75.00

31+00.00

31+25.00

31+50.00

31+75.00

32+00.00

32+25.00

32+50.00

32+75.00

33+00.00

33+14.96

ATCH LINE STA. 17+20

M

AT

CH

L

IN

E

ST

A.

7+

READY

LANE

KEEP

RIGHT

WIPEDOWN

LANE

KEEP RIGHT

WIPEDOWN

LANE

KEEP RIGHT

WIPEDOWN

LANE

KEEP RIGHT

R2-1 (25mph) 24" x 30"

R2-1 (15 mph) 24" x 30"

M6-3 21" x 15"

RS-054

24" x 24"READY

LANE

KEEP

RIGHT

WIPEDOWN

LANE

KEEP RIGHT

SPECIAL

24" x 30"

SPECIAL

30" x 24"

Sheets and Views
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PLOT

File details come from the government source that posted it. Updated .