B08_Attach 2 Drawings LAKE 158678_Final ConstrDrwgs FULL SIZE.pdf

PDF 26 MB Posted Mar 25, 2021

Attached to: LAKE 158678 Construct Structural Flood Mitigation Federal contract opportunity
Solicitation number: 140P2021R0057
Issued by: Department of the Interior National Park Service National Office

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Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal solicitation opportunity and related technical drawings. The solicitation number is 140P2021R0057 for the project "LAKE 158678 Construct Structural Flood Mitigation for Visitor and Employee Safety at Cottonwood Cove" issued by the Department of the Interior National Park Service National Office. The opportunity type is a solicitation to construct structural flood mitigation improvements. The attached technical drawings provide the final construction drawings for the project and are titled "B08_Attach 2 Drawings LAKE 158678_Final ConstrDrwgs FULL SIZE.pdf".

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Sol_140P2021R0057_Amd_0005.pdf	PDF	Apr 28, 2021
Sol_140P2021R0057_Amd_0004.pdf	PDF	Apr 26, 2021
B08_Attach 2-A LAKE 158678_Sheet C4 Markups_20210422_0003.pdf	PDF	Apr 23, 2021
Sol_140P2021R0057_Amd_0003.pdf	PDF	Apr 23, 2021
Sol_140P2021R0057_Amd_0002.pdf	PDF	Mar 26, 2021
Sol_140P2021R0057_Amd_0001.pdf	PDF	Mar 26, 2021
B08_Attach 4A_PSP TOC.pdf	PDF	Mar 25, 2021
B08_Attach 4B7 PSP Vol II SubKPlanForm.doc	DOC document	Mar 25, 2021
B08_Attach 4B6 PSP Vol II GenRef.pdf	PDF	Mar 25, 2021
B08_Attach 4B4 PSP Vol II SF24-16d_BidBonds.pdf	PDF	Mar 25, 2021
B08_Attach 4A3 PSP Vol I PropEquals.pdf	PDF	Mar 25, 2021
B08_Attach 1 Specs LAKE 158678_FINAL CD_Division 2-49.pdf	PDF	Mar 25, 2021
B08_Attach 4A4 PSP Vol I HazdMatls.pdf	PDF	Mar 25, 2021
B08_Attach 3_WD NV20210001 3-19-21.pdf	PDF	Mar 25, 2021
B08_Attach 1 Specs LAKE 158678_FINAL CD_Div 1.pdf	PDF	Mar 25, 2021
B08_Attach 4B3 PSP Vol II PriceSched_Rev.xls	XLS spreadsheet	Mar 25, 2021
B08_Attach 4B1 PSP Vol II SF1442.pdf	PDF	Mar 25, 2021
B08_Attach 4A2 PSP Vol I PastPerf.docx	DOCX document	Mar 25, 2021
B08_Attach 4A1 PSP Vol I ProjExp.pdf	PDF	Mar 25, 2021
Sol_140P2021R0057.pdf	PDF	Mar 25, 2021

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✔ 602/140508

MARK BAKER Digitally signed by MARK BAKER Date: 2020.11.19 11:28:34 -07'00'

GENERAL LEGEND

ABBREVIATIONS

GENERAL SYMBOLOGY

3/8" = 1'-0"

DETAIL

1/4" = 1'-0"

MATERIALS IN PLAN/SECTION

MON 1

B-1

P-1

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EMBANKMENT SLOPE (CUT)

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EMBANKMENT SLOPE (FILL)

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MONUMENT

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BORING

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GEOTECHNICAL TEST PIT

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ALIGNMENT CENTERLINE

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EXISTING CONTOUR (MAJOR)

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EXISTING CONTOUR (MINOR)

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%%USECTION CUT MARKER

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%%UDETAIL MARKER

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SECTION SHOWN ON THIS SHEET

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SHEET WHERE DETAIL IS LOCATED *

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%%USECTION TITLE

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* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-). 1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS. 2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE SAME SHEET THEY ARE CUT OR CALLED OUT ON. 3) FOR TYPICAL DETAILS.FOR TYPICAL DETAILS.

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FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

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%%UDETAIL TITLE

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SECTION LETTER

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SECTION

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SECTION LETTER

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DETAIL NUMBER

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ARROW INDICATES DIRECTION OF PLAN NORTH

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%%UNORTH ARROW

AutoCAD SHX Text CADD COMPUTER AIDED DESIGN AND DRAFTING COMPUTER AIDED DESIGN AND DRAFTING CD CONTRACT DRAWING CONTRACT DRAWING CL CENTERLINE CENTERLINE E EASTING EASTING EL ELEVATION ELEVATION MON MONUMENT MONUMENT N NORTH/NORTHING NORTH/NORTHING NAD83 NORTH AMERICAN DATUM OF 1983 NORTH AMERICAN DATUM OF 1983 NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 NORTH AMERICAN VERTICAL DATUM OF 1988 NO. NUMBER NUMBER NOM NOMINAL NOMINAL NTS NOT TO SCALE NOT TO SCALE PKG. PACKAGE PACKAGE PI POINT OF INTERSECTION POINT OF INTERSECTION STA STATION STATION S SOUTH SOUTH TECH. TECHNICAL TECHNICAL TYP TYPICAL TYPICAL ' FOOT FOOT " INCHINCH

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ABOVE GROUND SOIL CEMENT

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SELECT EMBANKMENT FILL

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%%ULINETYPE LEGEND:

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%%UGENERAL NOTES:

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1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT DRAWINGS. 2. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. 3. CONTRACTOR SHALL AT ALL TIMES COMPLY WITH THE RULES AND CONTRACTOR SHALL AT ALL TIMES COMPLY WITH THE RULES AND REGULATIONS ESTABLISHED BY ALL FEDERAL, STATE AND LOCAL AGENCIES HAVING JURISDICTION OVER THE WORK. 4. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY LOCATIONS, WHETHER CONTRACTOR SHALL FIELD VERIFY ALL UTILITY LOCATIONS, WHETHER SHOWN ON THE DRAWINGS OR NOT, PRIOR TO EXCAVATION. 5. EQUIPMENT WASHING IS REQUIRED TO PRECLUDE ENTRY OF THE EQUIPMENT WASHING IS REQUIRED TO PRECLUDE ENTRY OF THE SEEDS OF NON-NATIVE PLANTS AND WEED SPECIES. ALL EQUIPMENT SHALL BE THOROUGHLY PRESSURE WASHED AND CLEANED OUTSIDE OF THE LAKE MEAD NATIONAL RECREATION AREA BEFORE ENTERING. EQUIPMENT LEAVING THE PARK FOR ANY REASON MUST BE RE-WASHED BEFORE RETURNING TO THE JOB SITE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY NECESSARY LICENSES AND PERMITS, AND FOR COMPLYING WITH ANY FEDERAL, STATE AND MUNICIPAL LAWS, CODES, AND REGULATIONS APPLICABLE TO THE PERFORMANCE OF THE WORK.

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%%USURVEY INFORMATION:

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1. COORDINATE SYSTEM: NEVADA STATE PLANE, EAST ZONE COORDINATE SYSTEM: NEVADA STATE PLANE, EAST ZONE 2. HORIZONTAL DATUM: NAD83 (2011) HORIZONTAL DATUM: NAD83 (2011) 3. VERTICAL DATUM: NAVD88 VERTICAL DATUM: NAVD88 4. LIDAR WAS ACQUIRED BY QUANTUM SPATIAL, INC. (QSI) LIDAR WAS ACQUIRED BY QUANTUM SPATIAL, INC. (QSI) ON MARCH 13, 2018. A SUPPLEMENTAL GROUND SURVEY WAS CONDUCTED BY WALLACE MORRIS KLINE (WMK) SURVEYING ON JUNE 5 AND 6, 2018

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PROPOSED CONTOUR (MAJOR)

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PROPOSED CONTOUR (MINOR)

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RESOURCE PROTECTION AREA

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PROPOSED DIVERSION STRUCTURE

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LIMITS OF DISTURBANCE

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EXISTING GRADE (SECTION)

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SECTION TAKEN FROM THIS SHEET

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FLAG INDICATES DIRECTION OF SECTION CUT

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SECTION TAKEN FROM THIS SHEET

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SECTION SHOWN ON THIS SHEET

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DETAIL TAKEN FROM THIS SHEET

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SHEET WHERE DETAIL IS LOCATED *

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DETAIL NUMBER

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DETAIL TAKEN FROM THIS SHEET

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EXISTING EDGE OF ROAD

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WATERS OF THE U.S.

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TOP SOIL STOCKPILE AREAS

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CONSTRUCTION STAGING AREAS

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BORROW AREAS

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APPROXIMATE WASH TOP SOIL COLLECTION LOCATIONS

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APPROXIMATE DESERT PAVEMENT TOP SOIL COLLECTION LOCATIONS

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BELOW GROUND SOIL CEMENT

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CONSTRUCTION FENCE

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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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CIVIL

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PROJECT NOTES AND

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ABBREVIATIONS

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M. COOK

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R. NALLEY

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D. OSMUN

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COTTONWOOD COVE

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LAKE MEAD NATIONAL RECREATION AREA, NEVADA

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1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

400400 0

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SURVEY MONUMENT POINT TABLE

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POINT NO.

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NORTHING

AutoCAD SHX Text 26516137.7007

AutoCAD SHX Text 26517161.9297

AutoCAD SHX Text 26518224.9679

AutoCAD SHX Text 26516644.3992

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EASTING

AutoCAD SHX Text 919470.5819

AutoCAD SHX Text 921428.9833

AutoCAD SHX Text 916231.8450

AutoCAD SHX Text 916967.1163

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ELEVATION

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AutoCAD SHX Text 778.21

AutoCAD SHX Text 1043.87

AutoCAD SHX Text 1020.26

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DESCRIPTION

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ALUMINUM CAP

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ALUMINUM CAP

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ALUMINUM CAP

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ALUMINUM CAP

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MON 1

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MON 2

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MON 4

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MON 3

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UPPER COTTONWOOD COVE LEVEE (LEVEE #1)

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UPPER CAMPGROUND

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LOWER COTTONWOOD COVE LEVEE (LEVEE #2)

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COTTONWOOD COVE RD.

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TRAILER VILLAGE AREA

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LOWER CAMPGROUND

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MARINA & RESORT

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LEVEE #3

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LEVEE #4

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RATTLER RD.

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PROPOSED DIVERSION STRUCTURE FOOTPRINT

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RESOURCE PROTECTION AREAS

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SEE SHEET G5 FOR ENLARGED NPS CONSTRUCTION TRAILER AREA SITE USE PLAN

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COTTONWOOD COVE RD.

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SEE SHEET G4 FOR NON-POTABLE WATER STATION SITE USE PLAN

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LIMITS OF DISTURBANCE

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DRY BOAT STORAGE AREA

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AREA OFF LIMITS FOR CONSTRUCTION ACCESS

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CONCESSIONAIRE HOUSING

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CONCESSIONAIRE MAINTENANCE

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WATERS OF THE U.S.

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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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GENERAL

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EXISTING OVERALL SITE

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CONDITIONS & SURVEY CONTROL PLAN

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M. COOK

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R. NALLEY

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D. OSMUN

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COTTONWOOD COVE

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LAKE MEAD NATIONAL RECREATION AREA, NEVADA

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200200 0

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COTTONWOOD COVE RD.

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RATTLER RD.

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PROPOSED DIVERSION STRUCTURE FOOTPRINT

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RESOURCE PROTECTION AREAS

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TEMPORARY 20' WIDE CONSTRUCTION ACCESS ROAD

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SEE SHEET G5 FOR ENLARGED CONSTRUCTION TRAILERS & PARKING AREA

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PROPOSED PRIMARY BORROW AREA LIMITS

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PROPOSED CONSTRUCTION STAGING AREAS

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EXISTING ROAD TO LAKE

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PROPOSED SECONDARY BORROW AREA LIMITS

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LIMITS OF DISTURBANCE (STAKE AND LATH EVERY 100')

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PROPOSED TOP SOIL STOCKPILE AREAS

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PROPOSED TOP SOIL STOCKPILE AREA

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL DETERMINE LOCATIONS, DESIGN, CONSTRUCT, AND MAINTAIN ALL TEMPORARY ACCESS ROADS AND RAMPS AS NECESSARY FOR CONTRACTOR SHALL DETERMINE LOCATIONS, DESIGN, CONSTRUCT, AND MAINTAIN ALL TEMPORARY ACCESS ROADS AND RAMPS AS NECESSARY FOR CONSTRUCTION WITHIN THE LIMITS OF DISTURBANCE. 2. CONTRACTOR SHALL MARK THE LIMITS OF DISTURBANCE USING STAKES WITH HIGH VISIBILITY FLAGGING AND FENCING AT LOCATIONS IDENTIFIED IN POINT CONTRACTOR SHALL MARK THE LIMITS OF DISTURBANCE USING STAKES WITH HIGH VISIBILITY FLAGGING AND FENCING AT LOCATIONS IDENTIFIED IN POINT TABLE ON SHEET C2 AND IN ACCORDANCE WITH SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS. 3. CONTRACTOR SHALL DETERMINE ACTUAL TOPSOIL STOCKPILE AND STAGING AREAS WITHIN THE LIMITS OF DISTURBANCE. CONTRACTOR SHALL DETERMINE ACTUAL TOPSOIL STOCKPILE AND STAGING AREAS WITHIN THE LIMITS OF DISTURBANCE. 4. SEE SHEET G2 FOR SURVEY MONUMENT TABLE.SEE SHEET G2 FOR SURVEY MONUMENT TABLE.

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CONSTRUCTION FENCE

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CONSTRUCTION FENCE

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WATERS OF THE U.S.

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CONSTRUCTION FENCE

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CONSTRUCTION FENCE

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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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GENERAL

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SITE USE AND

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CONSTRUCTION LIMITS

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M. COOK

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R. NALLEY

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D. OSMUN

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COTTONWOOD COVE

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LAKE MEAD NATIONAL RECREATION AREA, NEVADA

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1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

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MON 1

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MON 3

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MON 4

PROPOSED CONSTRUCTION STAGING AREA

1515 0

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COTTONWOOD COVE RD.

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL LOCATE INLET FOR THE WATER PUMP IN LAKE MOHAVE. IT SHALL BE A MINIMUM 25' FROM THE SHORE AND 25' FROM THE CONTRACTOR SHALL LOCATE INLET FOR THE WATER PUMP IN LAKE MOHAVE. IT SHALL BE A MINIMUM 25' FROM THE SHORE AND 25' FROM THE SWIM AREA. THE INTAKE SHALL BE LOCATED, POSITIONED, AND SCREENED TO DRAW NEAR-SURFACE WATER TO MINIMIZE DEBRIS INTAKE THAT MAY BE DETRIMENTAL TO THE INTENDED WATER USES, AND TO MINIMIZE DISTURBING RESERVOIR BED SOILS THAT MAY NEGATIVELY AFFECT LAKE WATER OR USE WATER QUALITY. 2. LAUNCH RAMP SHALL REMAIN OPEN TO THE PUBLIC DURING CONSTRUCTION. LAUNCH RAMP SHALL REMAIN OPEN TO THE PUBLIC DURING CONSTRUCTION. 3. REFERENCE SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS FOR SPECIFICATIONS RELATED TO NON-POTABLE CONSTRUCTION WATER REFERENCE SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS FOR SPECIFICATIONS RELATED TO NON-POTABLE CONSTRUCTION WATER AND NON-POTABLE WATER STATION SITE USE. 4. CONTRACTOR SHALL DEVELOP NON-POTABLE WATER STATION SITE USE PLAN FOR CO REVIEW AND APPROVAL.CONTRACTOR SHALL DEVELOP NON-POTABLE WATER STATION SITE USE PLAN FOR CO REVIEW AND APPROVAL.

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NO PARKING AREA FOR PARK VISITORS. CONTRACTOR USE DURING CONSTRUCTION PERIOD.

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PROPOSED CHAIN LINK FENCE

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FLOATING WATER INLET

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WATER PUMP WITH SPILL CONTAINMENT

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DATE:

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DESIGNED:

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CIVIL

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NON-POTABLE WATER

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STATION SITE USE PLAN

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M. COOK

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R. NALLEY

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D. OSMUN

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COTTONWOOD COVE

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LAKE MEAD NATIONAL RECREATION AREA, NEVADA

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1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

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PROPOSED DROP TANK

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EXISTING LAUNCH RAMP

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EXISTING SWIM AREA BUOYS

LAKE MOHAVE

3030 0

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COTTONWOOD COVE RD.

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RATTLER RD.

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EXISTING ROAD TO LAKE

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING, CONSTRUCTING AND MAINTAINING TEMPORARY CONSTRUCTION ACCESS CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING, CONSTRUCTING AND MAINTAINING TEMPORARY CONSTRUCTION ACCESS ROADS AND RAMPS AS NECESSARY WITHIN THE LIMITS OF DISTURBANCE. 2. REFERENCE SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS FOR SPECIFICATIONS RELATED TO FIELD OFFICES AND REFERENCE SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS FOR SPECIFICATIONS RELATED TO FIELD OFFICES AND CONSTRUCTION TRAILER.

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TEMPORARY 20' WIDE CONSTRUCTION ACCESS ROAD

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CONSTRUCTION FENCE

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LIMITS OF DISTURBANCE

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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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GENERAL

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CONSTRUCTION TRAILER

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AREA SITE USE PLAN

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M. COOK

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R. NALLEY

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D. OSMUN

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COTTONWOOD COVE

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LAKE MEAD NATIONAL RECREATION AREA, NEVADA

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1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

CMR OFFICE TO BE LOCATED IN MAINTENANCE FACILITY

150150 0

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FOOTPRINT OF DIVERSION STRUCTURE

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SOIL-CEMENT CONTROL STATIONING

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RESOURCE PROTECTION AREA

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LIMITS OF DISTURBANCE

AutoCAD SHX Text GENERAL NOTES: 1. TOPSOIL COLLECTION FOR AREAS OUTSIDE THE FOOTPRINT OF THE DIVERSION STRUCTURE SHALL BE LIMITED TO THE ACTUAL BORROW AREAS USED FOR CONSTRUCTION PURPOSES. 2. FINAL SITE GRADING AND RESTORATION INCLUDES, BUT IS NOT LIMITED TO, AREAS DISTURBED BY THE CONTRACTORS OPERATION BEYOND THE LIMITS OF THE BERMS AND CHANNELS, SUCH AS, BUT NOT LIMITED TO, AREAS OF INCIDENTAL EARTHWORK, BORROW AREAS, CONSTRUCTION TRAFFIC/HAUL ROUTES, STOCKPILE AREAS AND AREAS FOR THE STORAGE OF EQUIPMENT OR MATERIALS. CONTRACTOR NOTES (REFERENCE SITE RESTORATION SPECIFICATION - 32 92 00): A. CONTRACTOR SHALL UTILIZE RANDOM EMBANKMENT FILL PLACEMENT AS DEFINED WITHIN SECTION 31 23 23 - CONTRACTOR SHALL UTILIZE RANDOM EMBANKMENT FILL PLACEMENT AS DEFINED WITHIN SECTION 31 23 23 - FILL AND COMPACTION TO ACHIEVE ORIGINAL CONTOURS AND CONDITIONS. B. GRADE AREAS TO A SMOOTH, EVEN SURFACE WITH UNIFORM TEXTURE. GRADE AREAS TO A SMOOTH, EVEN SURFACE WITH UNIFORM TEXTURE. C. PLACE STOCKPILED TOPSOIL FOR 4 INCHES AS SPECIFIED IN SECTION 31 10 00 – SITE CLEARING. MINIMIZE PLACE STOCKPILED TOPSOIL FOR 4 INCHES AS SPECIFIED IN SECTION 31 10 00 – SITE CLEARING. MINIMIZE SITE CLEARING. MINIMIZE COMPACTION OF TOPSOIL. 1. DESERT PAVEMENT TOPSOIL SHALL BE PLACED BACK IN DESERT PAVEMENT LOCATIONS WHERE ORIGINALLY DESERT PAVEMENT TOPSOIL SHALL BE PLACED BACK IN DESERT PAVEMENT LOCATIONS WHERE ORIGINALLY COLLECTED. 2. WASH TOPSOIL SHALL BE PLACED BACK IN WASH LOCATIONS WHERE ORIGINALLY COLLECTED. WASH TOPSOIL SHALL BE PLACED BACK IN WASH LOCATIONS WHERE ORIGINALLY COLLECTED. D. REMOVE UP-GRADIENT EROSION CONTROL MEASURES. REMOVE UP-GRADIENT EROSION CONTROL MEASURES. E. PERFORM SURFACE ROUGHENING. PERFORM SURFACE ROUGHENING. FOR CONTRACTOR REFERENCE NPS NOTES: A. FINAL STABILIZATION (REVEGETATION OF DISTURBED AREAS) WILL BE PERFORMED BY NPS, WHICH INCLUDES: FINAL STABILIZATION (REVEGETATION OF DISTURBED AREAS) WILL BE PERFORMED BY NPS, WHICH INCLUDES: 1. PLANTINGS PLANTINGS 2. SEEDING SEEDING 3. MULCHING MULCHING 4. MAINTENANCE OF DOWN-GRADIENT EROSION CONTROL MEASURES. MAINTENANCE OF DOWN-GRADIENT EROSION CONTROL MEASURES. 5. CONTINUATION OF REGULAR INSPECTIONS, CONTINUATION OF REGULAR INSPECTIONS, 6. DETERMINE WHEN SITE HAS REACHED REQUIRED VEGETATION DENSITY IN ACCORDANCE WITH NPDES PERMIT DETERMINE WHEN SITE HAS REACHED REQUIRED VEGETATION DENSITY IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS.

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WATERS OF THE U.S.

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CONSTRUCTION FENCE

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CONSTRUCTION FENCE

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CONSTRUCTION FENCE

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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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GENERAL

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TOPSOIL COLLECTION

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& RESTORATION

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M. COOK

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R. NALLEY

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D. OSMUN

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COTTONWOOD COVE

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LAKE MEAD NATIONAL RECREATION AREA, NEVADA

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200200 0

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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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CIVIL

AutoCAD SHX Text

EXISTING CONDITIONS

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AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

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R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C1

AutoCAD SHX Text

5/30/06 10:17 COURADA R16 C:\DATA\HDRCAD-NPS\SYMBOLS\NPS-TAG2A.DWG

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RESOURCE PROTECTION AREAS

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LIMITS OF DISTURBANCE

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WATERS OF THE U.S.

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MON 1

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MON 3

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MON 4

AutoCAD SHX Text NOTES: 1. SEE SHEET G2 FOR SURVEY MONUMENT POINT TABLE. SEE SHEET G2 FOR SURVEY MONUMENT POINT TABLE. 2. CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.

AutoCAD SHX Text

COTTONWOOD COVE RD.

AutoCAD SHX Text

RATTLER RD.

LIMITS OF DISTURBANCE

200200 0

AutoCAD SHX Text NOTES: 1. SEE SHEET G2 FOR SURVEY MONUMENT TABLE. SEE SHEET G2 FOR SURVEY MONUMENT TABLE. 2. CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.

AutoCAD SHX Text

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.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

SITE CONTROL PLAN

AutoCAD SHX Text

& POINT TABLES

AutoCAD SHX Text

AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

AutoCAD SHX Text

R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C2

AutoCAD SHX Text

1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

AutoCAD SHX Text

RESOURCE PROTECTION AREAS

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

WATERS OF THE U.S.

AutoCAD SHX Text

MON 1

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MON 4

MON 3

100100 0

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2.5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2.5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2.5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text -1%

AutoCAD SHX Text

FLAT CHANNEL

AutoCAD SHX Text NOTES: 1. PROPOSED DIVERSION STRUCTURE SHOWN ON SHEETS G2 AND G3 INCLUDES CONSTRUCTION OF A BERM AND PROPOSED DIVERSION STRUCTURE SHOWN ON SHEETS G2 AND G3 INCLUDES CONSTRUCTION OF A BERM AND CHANNEL SYSTEM. 2. STATIONING FOR THE WORK: STATIONING FOR THE WORK: A. BERM CREST STATIONING STARTS AT 0+00; BERM CREST STATIONING STARTS AT 0+00; B. SOIL-CEMENT CONTROL LINE STARTS AT 300+00; SOIL-CEMENT CONTROL LINE STARTS AT 300+00; 3. SEE SHEET C10-C12 FOR TYPICAL SECTIONS. SEE SHEET C10-C12 FOR TYPICAL SECTIONS. 4. SEE SHEETS C19 THROUGH C25 FOR SECTIONS OF THE BERM AND NORTH AND SOUTH CHANNELS. SEE SHEETS C19 THROUGH C25 FOR SECTIONS OF THE BERM AND NORTH AND SOUTH CHANNELS. 5. BORING AND PIT LOGS, AND THE RESULTS OF THE LABORATORY TESTING ARE PRESENTED IN THE BORING AND PIT LOGS, AND THE RESULTS OF THE LABORATORY TESTING ARE PRESENTED IN THE GEOTECHNICAL INVESTIGATION AND ENGINEERING REPORT BY HDR ENGINEERING, INC., DATED APRIL 17, 2020. 6. FINAL GRADE OF RANDOM EMBANKMENT FILL OVER SOIL-CEMENT BENCHES NOT SHOWN. FINAL GRADE OF RANDOM EMBANKMENT FILL OVER SOIL-CEMENT BENCHES NOT SHOWN. 7. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FOR USE DURING SITE RESTORATION. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL FOR USE DURING SITE RESTORATION. 8. SEE SHEET C5 FOR KEY POINTS (STATION, NORTHING, AND EASTINGS) ALONG BOTH CENTERLINES. SEE SHEET C5 FOR KEY POINTS (STATION, NORTHING, AND EASTINGS) ALONG BOTH CENTERLINES. 9. CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.

AutoCAD SHX Text

BERM CREST STATIONING (BERM CONTROL)

AutoCAD SHX Text

CHANNEL FLOW

AutoCAD SHX Text

STA:0+61 START BERM

AutoCAD SHX Text

STA:18+84 END BERM

AutoCAD SHX Text

RESOURCE PROTECTION AREA

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

SEE C15 FOR SOUTH CHANNEL DETAILS

AutoCAD SHX Text

SEE C16 FOR NORTH CHANNEL DETAILS

AutoCAD SHX Text

SEE C16 FOR NORTH CHANNEL DETAILS

AutoCAD SHX Text

SEE C17 FOR TRIBUTARY PROTECTION DETAIL

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

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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

CIVIL

AutoCAD SHX Text

BERM AND CHANNEL

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

AutoCAD SHX Text

R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C3

AutoCAD SHX Text

1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

AutoCAD SHX Text

SOIL CEMENT STATIONING SEE PLAN & PROFILE ON SHEET C4 (S-C CONTROL)

AutoCAD SHX Text

TOP OF BERM

AutoCAD SHX Text

CONSTRUCTION FENCE (TYP)

AutoCAD SHX Text

CONSTRUCTION FENCE (TYP)

AutoCAD SHX Text

PROPOSED TOP SOIL STOCKPILE AREA

AutoCAD SHX Text

PROPOSED TOP SOIL STOCKPILE AREA

E l e v a t i o n

F e e t

299+00 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00

100100 0

20 200

HORIZ.

VERT.

AutoCAD SHX Text

BERM

AutoCAD SHX Text

SOUTH CHANNEL

AutoCAD SHX Text

NORTH CHANNEL

AutoCAD SHX Text

STA:300+39.8 EL:1059.3 START SOIL-CEMENT

AutoCAD SHX Text

STA:327+6 EL:961.0 END CHANNEL SOIL-CEMENT

AutoCAD SHX Text

SOIL-CEMENT CONTROL STATIONING SEE SHEET C25 FOR POINT TABLE

AutoCAD SHX Text

CHANNEL GRADE

AutoCAD SHX Text

TOP OF SOIL-CEMENT PROTECTION

AutoCAD SHX Text

SOIL-CEMENT SLOPE AND CHANNEL PROTECTION PROFILE

AutoCAD SHX Text NOTES: 1. CHANNEL GRADE LINE IS USED AS THE BASIS FOR THE UPSTREAM/CHANNEL SLOPE TOE CHANNEL GRADE LINE IS USED AS THE BASIS FOR THE UPSTREAM/CHANNEL SLOPE TOE ALIGNMENT, AND FOR THE HEIGHT OF THE SOIL-CEMENT SLOPE/SCOUR PROTECTION ABOVE AND BELOW THE CHANNEL GRADE LINE. 2. SEE SHEET C5 FOR GRADING CONTROL PLAN FOR NORTHINGS AND EASTINGS OF KEY SEE SHEET C5 FOR GRADING CONTROL PLAN FOR NORTHINGS AND EASTINGS OF KEY LOCATIONS ALONG THE S-C CONTROL. 3. SEE SHEET C10-C12 FOR TYPICAL SOIL-CEMENT SECTIONS AT THE BERM AND CHANNELS. SEE SHEET C10-C12 FOR TYPICAL SOIL-CEMENT SECTIONS AT THE BERM AND CHANNELS. 4. SEE SHEET C19 THROUGH C25 FOR SECTIONS NORMAL TO THE BERM AND NORTH SEE SHEET C19 THROUGH C25 FOR SECTIONS NORMAL TO THE BERM AND NORTH CHANNEL CENTERLINES. 5. CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.

AutoCAD SHX Text

RESOURCE PROTECTION AREA

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text D

AutoCAD SHX Text C4

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C4

AutoCAD SHX Text

LIMITS OF SOIL-CEMENT SCOUR PROTECTION

AutoCAD SHX Text D

AutoCAD SHX Text C4

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

CIVIL

AutoCAD SHX Text

SOIL CEMENT PLAN &

AutoCAD SHX Text

PROFILE

AutoCAD SHX Text

AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

AutoCAD SHX Text

R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C4

AutoCAD SHX Text

1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

AutoCAD SHX Text

SOIL-CEMENT DEPTH TRANSITION

AutoCAD SHX Text

SOIL-CEMENT DEPTH TRANSITION

AutoCAD SHX Text

CHANNEL GRADE

AutoCAD SHX Text

CHANNEL GRADE

LIMITS OF SOIL-CEMENT SCOUR PROTECTION

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2.5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2.5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2.5:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text -1%

AutoCAD SHX Text

SC CONTROL LINE POINTS TABLE

AutoCAD SHX Text

POINT NO.

AutoCAD SHX Text

STATION

AutoCAD SHX Text 300+00.0

AutoCAD SHX Text 300+39.6

AutoCAD SHX Text 301+27.7

AutoCAD SHX Text 303+26.0

AutoCAD SHX Text 306+60.3

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text 26516592.10

AutoCAD SHX Text 26516621.93

AutoCAD SHX Text 26516688.35

AutoCAD SHX Text 26516837.81

AutoCAD SHX Text 26517091.03

AutoCAD SHX Text 26517288.43

AutoCAD SHX Text 26517416.32

AutoCAD SHX Text 26517526.57

AutoCAD SHX Text 26517691.66

AutoCAD SHX Text 26517848.07

AutoCAD SHX Text 26517909.65

AutoCAD SHX Text 26518465.78

AutoCAD SHX Text

EASTING

AutoCAD SHX Text 915326.24

AutoCAD SHX Text 915352.24

AutoCAD SHX Text 915410.13

AutoCAD SHX Text 915540.41

AutoCAD SHX Text 915758.76

AutoCAD SHX Text 915947.69

AutoCAD SHX Text 916046.67

AutoCAD SHX Text 916147.87

AutoCAD SHX Text 916364.10

AutoCAD SHX Text 916593.70

AutoCAD SHX Text 916678.01

AutoCAD SHX Text 917449.22

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

SC CTL LINE

AutoCAD SHX Text

BERM CONTROL LINE POINTS TABLE

AutoCAD SHX Text

POINT NO.

AutoCAD SHX Text

STATION

AutoCAD SHX Text 0+00.0

AutoCAD SHX Text 3+27.7

AutoCAD SHX Text 6+60.3

AutoCAD SHX Text 8+24.0

AutoCAD SHX Text 9+15.0

AutoCAD SHX Text 9+37.7

AutoCAD SHX Text 10+97.3

AutoCAD SHX Text 12+01.2

AutoCAD SHX Text 12+32.6

AutoCAD SHX Text 13+13.8

AutoCAD SHX Text 14+97.5

AutoCAD SHX Text 17+75.0

AutoCAD SHX Text 20+00.0

AutoCAD SHX Text

NORTHING

AutoCAD SHX Text 26516574.23

AutoCAD SHX Text 26516810.67

AutoCAD SHX Text 26517050.17

AutoCAD SHX Text 26517166.40

AutoCAD SHX Text 26517231.01

AutoCAD SHX Text 26517247.47

AutoCAD SHX Text 26517366.62

AutoCAD SHX Text 26517431.58

AutoCAD SHX Text 26517452.29

AutoCAD SHX Text 26517502.54

AutoCAD SHX Text 26517614.95

AutoCAD SHX Text 26517776.11

AutoCAD SHX Text 26517908.85

AutoCAD SHX Text

EASTING

AutoCAD SHX Text 915344.86

AutoCAD SHX Text 915571.76

AutoCAD SHX Text 915802.59

AutoCAD SHX Text 915917.83

AutoCAD SHX Text 915981.91

AutoCAD SHX Text 915997.61

AutoCAD SHX Text 916103.67

AutoCAD SHX Text 916184.79

AutoCAD SHX Text 916208.35

AutoCAD SHX Text 916272.13

AutoCAD SHX Text 916417.46

AutoCAD SHX Text 916643.34

AutoCAD SHX Text 916825.06

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text

BERM CTL LINE

AutoCAD SHX Text 309+33.6

AutoCAD SHX Text 310+95.3

AutoCAD SHX Text 312+44.9

AutoCAD SHX Text 315+17.0

AutoCAD SHX Text 317+94.8

AutoCAD SHX Text 318+99.2

AutoCAD SHX Text 328+50.0

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

CIVIL

AutoCAD SHX Text

GRADING CONTROL PLAN

AutoCAD SHX Text

AND POINT TABLES

AutoCAD SHX Text

AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

AutoCAD SHX Text

R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C5

AutoCAD SHX Text

1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

NOTES: 1. CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.

307+00 308+00

309+00

311+00

312+00

100100 0

AutoCAD SHX Text

SELECT EMBANKMENT FILL FOUNDATION PREPARATION EXCAVATION LIMITS

AutoCAD SHX Text

SOUTH CHANNEL EXCAVATION LIMITS

AutoCAD SHX Text

SOIL-CEMENT CONTROL STATIONING

AutoCAD SHX Text

NORTH CHANNEL EXCAVATION LIMITS

AutoCAD SHX Text

SELECT EMBANKMENT FILL FOUNDATION PREPARATION EXCAVATION LIMITS

AutoCAD SHX Text

RESOURCE PROTECTION AREA

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

ENLARGED PLAN 1 SHEET C7

AutoCAD SHX Text

ENLARGED PLAN 2 SHEET C8

AutoCAD SHX Text

ENLARGED PLAN 3 SHEET C9

AutoCAD SHX Text NOTES: 1. THE FOOTPRINT OF THE DIVERSION STRUCTURE SHALL NOT CONTAIN ANY UNSUITABLE MATERIAL SUCH AS TRASH, THE FOOTPRINT OF THE DIVERSION STRUCTURE SHALL NOT CONTAIN ANY UNSUITABLE MATERIAL SUCH AS TRASH, RUBBISH, JUNK, VEGETATION, AND OTHER ORGANIC MATTER. 2. FOUNDATION PREPARATION BEYOND LIMITS OF THE EXCAVATION OBJECTIVE CONSIST OF SCARIFICATION AND RECOMPACTION. FOUNDATION PREPARATION BEYOND LIMITS OF THE EXCAVATION OBJECTIVE CONSIST OF SCARIFICATION AND RECOMPACTION. 3. SELECT EMBANKMENT FILL FOUNDATION SHALL BE SCARIFIED 6 INCHES AFTER EXCAVATION. SELECT EMBANKMENT FILL FOUNDATION SHALL BE SCARIFIED 6 INCHES AFTER EXCAVATION. 4. CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.

AutoCAD SHX Text

TRIBUTARY PROTECTION EXCAVATION LIMITS

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

CIVIL

AutoCAD SHX Text

EXCAVATION

AutoCAD SHX Text

OBJECTIVE PLAN

AutoCAD SHX Text

AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

AutoCAD SHX Text

R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C6

AutoCAD SHX Text

1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

CONSTRUCTION FENCE (TYP)

3030 0

BOTTOM OF EXCAVATION POINT TABLE

STATION POINT NO. OFFSET EXCAVATION

ELEVATION DESCRIPTION

300+39.6 301 -11.5 1046.3 EXCAV

300+39.6 300 -19.5 1046.3 EXCAV

300+86.3 312 27.0 1061.1 EXCAV

301+29.0 313 14.0 1054.2 EXCAV

301.68.3 314 43.2 1051.1 EXCAV

302+83.1 305 -5.5 1041.7 EXCAV

302+83.1 303 -11.5 1037.7 EXCAV

302+83.1 369 -19.5 1037.7 EXCAV

302+91.1 370 -5.5 1041.4 EXCAV

302+91.1 304 -13.5 1041.4 EXCAV

302+91.1 302 -19.5 1037.4 EXCAV

303+86.7 315 42.7 1043.3 EXCAV

305+20.7 316 40.7 1039.1 EXCAV

BOTTOM OF EXCAVATION POINT TABLE

STATION POINT NO. OFFSET EXCAVATION

ELEVATION DESCRIPTION

306+19.5 317 40.0 1035.6 EXCAV

306+24.6 318 54.2 1033.5 EXCAV

306+46.8 371 -5.5 1027.3 EXCAV

306+46.8 306 -13.5 1027.3 EXCAV

306+46.8 308 -62.5 1027.3 EXCAV

306+54.8 307 -5.5 1027.3 EXCAV

306+54.8 372 -13.5 1027.3 EXCAV

306+54.8 309 -62.5 1027.3 EXCAV

306+60.3 373 0.5 1033.8 EXCAV

306+60.3 310 -50.5 1033.8 EXCAV

307+00.8 320 14.0 1033.4 EXCAV

307+10.3 321 0.5 1032.7 EXCAV

307+10.3 311 -20.5 1032.7 EXCAV

307+53.0 319 40.1 1039.4 EXCAV

AutoCAD SHX Text

SOUTH CHANNEL EXCAVATION LIMITS

AutoCAD SHX Text

SOIL-CEMENT CONTROL STATIONING

AutoCAD SHX Text

SELECT EMBANKMENT FILL FOUNDATION PREPARATION EXCAVATION LIMITS

AutoCAD SHX Text

STA 307+50 MATCH LINE SHEET C8

AutoCAD SHX Text

RESOURCE PROTECTION AREA

AutoCAD SHX Text

LIMITS OF DISTURBANCE

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

CIVIL

AutoCAD SHX Text

ENLARGED EXCAVATION

AutoCAD SHX Text

OBJECTIVE PLAN 1

AutoCAD SHX Text

AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

AutoCAD SHX Text

R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C7

AutoCAD SHX Text

1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

AutoCAD SHX Text NOTES: 1. THE FOOTPRINT OF THE DIVERSION STRUCTURE SHALL NOT CONTAIN ANY UNSUITABLE MATERIAL SUCH AS TRASH, RUBBISH, THE FOOTPRINT OF THE DIVERSION STRUCTURE SHALL NOT CONTAIN ANY UNSUITABLE MATERIAL SUCH AS TRASH, RUBBISH, JUNK, VEGETATION, AND OTHER ORGANIC MATTER. 2. SELECT EMBANKMENT FILL FOUNDATION AND SOIL CEMENT FOUNDATIONS SHALL BE SCARIFIED 6 INCHES AFTER EXCAVATION. SELECT EMBANKMENT FILL FOUNDATION AND SOIL CEMENT FOUNDATIONS SHALL BE SCARIFIED 6 INCHES AFTER EXCAVATION. 3. CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.

4040 0

BOTTOM OF EXCAVATION POINT TABLE

STATION POINT NO. OFFSET EXCAVATION

ELEVATION DESCRIPTION

307+94.9 323 0.5 1030.8 EXCAV

307+94.9 322 -20.5 1030.8 EXCAV

308+34.9 375 0.5 1029.9 EXCAV

308+34.9 374 -30.5 1029.9 EXCAV

308+47.9 324 -13.0 1018.0 EXCAV

308+47.9 326 -21.0 1018.0 EXCAV

308+47.9 327 -37.5 1018.0 EXCAV

308+55.9 325 -13.0 1018.0 EXCAV

308+55.9 329 -21.0 1018.0 EXCAV

308+55.9 328 -37.5 1018.0 EXCAV

309+54.8 343 -8.5 1018.3 EXCAV

309+54.8 344 -13.0 1015.3 EXCAV

309+54.8 376 -21.0 1015.3 EXCAV

309+62.8 377 -8.5 1018.0 EXCAV

309+62.8 331 -16.5 1018.0 EXCAV

309+62.8 330 -21.0 1015.0 EXCAV

310+95.3 342 -8.5 1012.4 EXCAV

310+95.3 332 -16.5 1012.4 EXCAV

312+44.9 341 -8.5 1001.7 EXCAV

312+44.9 333 -16.5 1001.7 EXCAV

BOTTOM OF EXCAVATION POINT TABLE

STATION POINT NO. OFFSET EXCAVATION

ELEVATION DESCRIPTION

312+48.3 345 14.0 1010.6 EXCAV

312+51.4 346 41.3 1017.8 EXCAV

313+65.6 347 49.5 1008.3 EXCAV

313+90.9 348 41.6 1011.1 EXCAV

314+12.7 349 47.0 1007.6 EXCAV

315+17.0 340 -8.5 990.3 EXCAV

315+17.0 334 -16.5 990.3 EXCAV

315+26.0 350 53.0 999.8 EXCAV

316+57.1 351 37.3 1002.6 EXCAV

317.28.9 352 47.2 995.4 EXCAV

317+82.1 353 56.7 988.3 EXCAV

317+83.9 378 -8.5 979.6 EXCAV

317+83.9 335 -16.5 979.6 EXCAV

317+83.9 336 -100.0 979.6 EXCAV

317+91.9 339 -8.5 979.6 EXCAV

317+91.9 338 -16.5 979.6 EXCAV

317+91.9 337 -100.0 979.6 EXCAV

318+16.4 356 16.1 988.5 EXCAV

318+61.7 354 52.2 987.0 EXCAV

318+64.9 355 34.6 993.0 EXCAV

AutoCAD SHX Text

SELECT EMBANKMENT FILL FOUNDATION PREPARATION EXCAVATION LIMITS

AutoCAD SHX Text

SOUTH CHANNEL EXCAVATION LIMITS

AutoCAD SHX Text

SOIL-CEMENT CONTROL STATIONING

AutoCAD SHX Text

STA 307+50 MATCH LINE SHEET C7

AutoCAD SHX Text

STA 318+50 MATCH LINE SHEET C9

AutoCAD SHX Text

LIMITS OF DISTURBANCE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

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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CIVIL

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ENLARGED EXCAVATION

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OBJECTIVE PLAN 2

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AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

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R. NALLEY

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D. OSMUN

AutoCAD SHX Text 11/06/20

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COTTONWOOD COVE

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LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C8

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1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

NOTES: 1. THE FOOTPRINT OF THE DIVERSION STRUCTURE SHALL NOT CONTAIN ANY UNSUITABLE MATERIAL SUCH AS TRASH, RUBBISH, THE FOOTPRINT OF THE DIVERSION STRUCTURE SHALL NOT CONTAIN ANY UNSUITABLE MATERIAL SUCH AS TRASH, RUBBISH, JUNK, VEGETATION, AND OTHER ORGANIC MATTER. 2. SELECT EMBANKMENT FILL FOUNDATION AND SOIL CEMENT FOUNDATIONS SHALL BE SCARIFIED 6 INCHES AFTER EXCAVATION. SELECT EMBANKMENT FILL FOUNDATION AND SOIL CEMENT FOUNDATIONS SHALL BE SCARIFIED 6 INCHES AFTER EXCAVATION. 3. CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.CONTOUR INTERVALS ARE 2' MINOR AND 10' MAJOR.

4040 0

BOTTOM OF EXCAVATION POINT TABLE

STATION POINT NO. OFFSET EXCAVATION

ELEVATION DESCRIPTION

318+00.4 361 0.5 988.1 EXCAV

318+00.4 357 -80.5 988.1 EXCAV

318+80.4 362 0.5 984.1 EXCAV

318+80.4 358 -20.5 984.1 EXCAV

327+21.3 363 0.5 959.5 EXCAV

327+21.3 359 -20.5 959.5 EXCAV

327+61.3 364 10.5 958.5 EXCAV

327+61.3 360 -30.5 958.5 EXCAV

327+74.3 368 25.0 947.0 EXCAV

327+74.3 365 -45.0 947.0 EXCAV

327+82.3 367 25.0 947.0 EXCAV

327+82.3 366 -45.0 947.0 EXCAV

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NORTH CHANNEL EXCAVATION LIMITS

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SOIL-CEMENT CONTROL STATIONING

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STA 318+50 MATCH LINE SHEET C8

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LIMITS OF DISTURBANCE

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TRIBUTARY PROTECTION EXCAVATION LIMITS

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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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CIVIL

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ENLARGED EXCAVATION

AutoCAD SHX Text

OBJECTIVE PLAN 3

AutoCAD SHX Text

AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

AutoCAD SHX Text

R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C9

AutoCAD SHX Text

1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

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AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text 1%

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

S-C CONTROL

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AutoCAD SHX Text 1.5

AutoCAD SHX Text

BERM CONTROL

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AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

S-C CONTROL

AutoCAD SHX Text

SOUTH BERM TYPICAL SECTION SOIL-CEMENT CONTROL STA 300+39.8 TO 306+60.3 NTS

AutoCAD SHX Text

SOUTH CHANNEL TYPICAL SECTION SOIL-CEMENT CONTROL STA 306+60.3 TO 308+34.9 NTS

AutoCAD SHX Text A

AutoCAD SHX Text C10

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AutoCAD SHX Text B

AutoCAD SHX Text C10

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AutoCAD SHX Text NOTES: 1. DEPTH OF EXCAVATION AND FILL IS VARIABLE. SEE SHEETS C6-C9. DEPTH OF EXCAVATION AND FILL IS VARIABLE. SEE SHEETS C6-C9. 2. THE BOTTOM WIDTH OF THE SOUTH CHANNEL ENTRANCE AND EXIT ARE THE BOTTOM WIDTH OF THE SOUTH CHANNEL ENTRANCE AND EXIT ARE VARIABLE. SEE SHEET C15 FOR BOTTOM WIDTH DIMENSIONS. 3. REFERENCE FILL AND COMPACTION 31 23 23 FOR ADDITIONAL INFORMATION REFERENCE FILL AND COMPACTION 31 23 23 FOR ADDITIONAL INFORMATION ON SUBGRADE PREPARATIONS.

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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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CIVIL

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BERM AND CHANNEL

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TYPICAL SECTIONS

AutoCAD SHX Text

AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

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R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C10

AutoCAD SHX Text

1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

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TOP OF FINISHED GRADE (BERM)

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EXISTING GRADE

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EXCAVATION LIMIT

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BACKFILLED CHANNEL SURFACE

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EXISTING GRADE

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TOP OF FINISHED GRADE (CHANNEL)

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0.5' OFFSET FROM S-C CONTROL LINE

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SCARIFY AND COMPACT PRIOR TO PLACEMENT

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

S-C CONTROL

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AutoCAD SHX Text 1.5

AutoCAD SHX Text

BERM CONTROL

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AutoCAD SHX Text

AutoCAD SHX Text 2.5

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AutoCAD SHX Text 1%

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AutoCAD SHX Text 1.5

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S-C CONTROL

AutoCAD SHX Text 1.5

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BERM CONTROL

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TOP OF FINISHED GRADE (BERM)

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EXISTING GRADE

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EXISTING GRADE

AutoCAD SHX Text

BACKFILLED CHANNEL SURFACE

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NEW CHANNEL SURFACE

AutoCAD SHX Text NOTES: 1. DEPTH OF EXCAVATION AND FILL IS VARIABLE. SEE SHEETS C6-C9. DEPTH OF EXCAVATION AND FILL IS VARIABLE. SEE SHEETS C6-C9. 3. REFERENCE FILL AND COMPACTION 31 23 23 FOR ADDITIONAL INFORMATION REFERENCE FILL AND COMPACTION 31 23 23 FOR ADDITIONAL INFORMATION ON SUBGRADE PREPARATIONS.

AutoCAD SHX Text

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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CIVIL

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BERM AND CHANNEL

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TYPICAL SECTIONS

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AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

AutoCAD SHX Text

R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C11

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1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

AutoCAD SHX Text

NORTH BERM TYPICAL SECTION 1 SOIL-CEMENT CONTROL STA 308+34.9 TO 310+95.3 NTS

AutoCAD SHX Text NORTH BERM TYPICAL SECTION 2 WITH REGRADED FLAT CHANNEL SOIL-CEMENT CONTROL STA 310+95.3 TO 312+44.9 NTS

AutoCAD SHX Text C

AutoCAD SHX Text C11

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AutoCAD SHX Text D

AutoCAD SHX Text C11

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SCARIFY AND COMPACT PRIOR TO PLACEMENT

EXCAVATION LIMIT

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AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text 1%

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

S-C CONTROL

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AutoCAD SHX Text 1.5

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BERM CONTROL

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AutoCAD SHX Text 2.5

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AutoCAD SHX Text 2.5

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S-C CONTROL

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EXISTING GRADE

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EXISTING GRADE

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TOP OF FINISHED GRADE (BERM)

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TOP OF FINISHED GRADE (CHANNEL)

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EXCAVATION LIMIT

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0.5' OFFSET FROM S-C CONTROL LINE

AutoCAD SHX Text

DATE:

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DESIGNED:

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TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

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DRAWING NO.

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SHEET

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

BERM AND CHANNEL

AutoCAD SHX Text

TYPICAL SECTIONS

AutoCAD SHX Text

AutoCAD SHX Text 140508

AutoCAD SHX Text

M. COOK

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R. NALLEY

AutoCAD SHX Text

D. OSMUN

AutoCAD SHX Text 11/06/20

AutoCAD SHX Text

COTTONWOOD COVE

AutoCAD SHX Text

LAKE MEAD NATIONAL RECREATION AREA, NEVADA

AutoCAD SHX Text 158678

AutoCAD SHX Text C12

AutoCAD SHX Text

1/31/19 12:32 KCOHN R22 C:\PWWORKING\CENTRAL01\D0494538\G2-LEGENDS.DWG

AutoCAD SHX Text

NORTH BERM TYPICAL SECTION 3 BERM STA 312+44.9 TO 318+00.4 NTS

AutoCAD SHX Text

BACKFILLED CHANNEL SURFACE

AutoCAD SHX Text E

AutoCAD SHX Text C13

AutoCAD SHX Text

NORTH CHANNEL TYPICAL SECTION SOIL-CEMENT CONTROL STA 318+00.4 TO 327+61.3 NTS

AutoCAD SHX Text F

AutoCAD SHX Text C13

AutoCAD SHX Text

SCARIFY AND COMPACT PRIOR TO PLACEMENT

AutoCAD SHX Text NOTES: 1. DEPTH OF EXCAVATION AND FILL IS VARIABLE. SEE SHEETS C6-C9. DEPTH OF EXCAVATION AND FILL IS VARIABLE. SEE SHEETS C6-C9. 2. THE BOTTOM WIDTH OF THE NORTH CHANNEL ENTRANCE AND EXIT ARE THE BOTTOM WIDTH OF THE NORTH CHANNEL ENTRANCE AND EXIT ARE VARIABLE. SEE SHEET C16 FOR BOTTOM WIDTH DIMENSIONS. 3. REFERENCE FILL AND COMPACTION 31 23 23 FOR ADDITIONAL INFORMATION REFERENCE FILL AND COMPACTION 31 23 23 FOR ADDITIONAL INFORMATION ON SUBGRADE PREPARATIONS.

SCARIFY AND COMPACT PRIOR TO PLACEMENT

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

SOIL-CEMENT LIFT FACE SLOPE 1:1

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EXISTING GRADE

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EXCAVATION OBJECTIVE

AutoCAD SHX Text

SELECT EMBANKMENT FILL

AutoCAD SHX Text

BENCH TOP LIFT INTO BERM

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SOIL-CEMENT LIFT FACE SLOPE 1:1

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S-C CONTROL

AutoCAD SHX Text 1.5

AutoCAD SHX Text

RANDOM FILL PLACED IN LIFTS PARALLEL TO THE TOP OF SOIL CEMENT (SEE NOTE 1)

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

CUT SURFACE

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BENCH TOP LIFT INTO BERM

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CHANNEL GRADE

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SOIL-CEMENT LIFT FACE SLOPE 1:1

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RANDOM FILL PLACED IN LIFTS PARALLEL TO THE TOP OF SOIL CEMENT (SEE NOTE 1)

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S-C CONTROL

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PLACE PARALLEL TO EXCAVATION & CHANNEL SLOPE

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CHANNEL SLOPE PARALLEL TO CHANNEL

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CHANNEL EXCAVATION OBJECTIVE

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BERM SOIL-CEMENT LIFT DETAIL NTS

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CHANNEL SIDE SLOPE SOIL-CEMENT LIFT DETAIL NTS

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CHANNEL BOTTOM AT CENTERLINE SOIL-CEMENT LIFT…

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File details come from the government source that posted it. Updated Mar 25, 2021.