B09 Lagoon 1 additional plans_0001.pdf

PDF 777 KB Posted May 20, 2021

Attached to: Replace Sewage Lagoon Pond Liner, Lake Mead, AZ
Solicitation number: 140P8121R0005
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and technical specifications for replacing the pond liner at Pond 1 in Katherine Landing at Lake Mead National Recreation Area, as well as the corresponding federal contract opportunity posted on SAM.gov.

The construction drawings provide details for removing the existing pond liner and installing a new double liner system with a primary 60 mil geomembrane liner and secondary 40 mil liner. The drawings specify preparation of the liner substrate, anchor trench construction, staff gauge installation, pipe penetrations, manhole construction, and other aspects of the liner replacement. The contract opportunity posted on SAM.gov is for this scope of work to replace the failing pond liner at Katherine Landing to restore functionality. The solicitation was issued by the National Park Service Pacific West Region for the Department of the Interior. No pricing, response dates, or other procurement details are provided in the documents.

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Other files

File	Type	Posted
Analytical_Report_KL_Pond_01_0004.pdf	PDF	Jun 28, 2021
Sol_140P8121R0005_Amd_0004.pdf	PDF	Jun 28, 2021
Lab_Sample_0004.pdf	PDF	Jun 28, 2021
Sol_140P8121R0005_Amd_0003.pdf	PDF	Jun 11, 2021
Water_Analytical_Test_Results_amendment_03_0003.pdf	PDF	Jun 11, 2021
Amendment_03_Contractor_Answers_04_0003.pdf	PDF	Jun 11, 2021
Schedule_of_Values_for_Lagoon_1_amendment_03_0003.pdf	PDF	Jun 11, 2021
B09_Questions_and_Answers_amendment_02_0002.pdf	PDF	Jun 2, 2021
Sol_140P8121R0005_Amd_0002.pdf	PDF	Jun 2, 2021
B09 Lagoon 1 electrical_0001.pdf	PDF	May 20, 2021
B09 Geomembrane Specs revised_0001.pdf	PDF	May 20, 2021
B09 Project Specifications Revised_0001.pdf	PDF	May 20, 2021
B09 Katherine Landing Water and Sewer Model_0001.pdf	PDF	May 20, 2021
Sol_140P8121R0005_Amd_0001.pdf	PDF	May 20, 2021
B09 Questions and Answers_0001.pdf	PDF	May 20, 2021
B08 Invoice Payment Request.docx	DOCX document	Apr 27, 2021
Sol_140P8121R0005.pdf	PDF	Apr 27, 2021
B08 Price Schedule.pdf	PDF	Apr 27, 2021
B08 Release of Claims.pdf	PDF	Apr 27, 2021
B03 General Decision.pdf	PDF	Apr 27, 2021
A06 Geomembrane Specifications.pdf	PDF	Apr 27, 2021
A04 Project Specifications.pdf	PDF	Apr 27, 2021
A06 Drawings.pdf	PDF	Apr 27, 2021

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VALLEY OF

FIRE

HUALAPAI

INDIAN RESERVATION

NATIONAL

PARK

STATE PARK

SERVICE

PARK

NATIONAL

Department of the Interior

FILE: ARROW1

CLB

ClB

05/2021

REPLACE POND 1 LAGOON LINER

AT KATHERINE LANDING

COVER

1 5

PROJECT SITE

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PAVED ROAD

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CREEK

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OVERTON

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RECREATION

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AREA

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SCALE OF MILES

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BULLHEAD CITY

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LAUGHLIN

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CALIFORNIA

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SEARCHLIGHT

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NELSON

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COTTONWOOD

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LAKE

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ELDORADO

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REDSTONE

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BLUE POINT SPRING

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OVERTON

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BONELLI

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LANDING

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HOOVER

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DAM

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SOUTH

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NEVADA

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ARIZONA

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LAKE

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MEAD

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COLORADO

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RIVER

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PLATEAU

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WHITMORE

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CANYON

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DOLAN

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SPRINGS

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KATHERINE

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LANDING

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TO ST. GEORGE, UTAH

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NEVADA

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ARIZONA

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STATE PARK

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NATIONAL RECREATION AREA BOUNDARY

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LEGEND

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FLAGSTAFF

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KINGMAN

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PRESCOTT

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PAGE

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GRAND

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NATIONAL

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CAMPGROUND

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APPROVED

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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PMIS 266532

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SHEET SUB SHEET TITLE OF SHEET

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SHEET INDEX

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COVER SHEET

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CONSTRUCTION SPECIFICATIONS

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DETAIL 1

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CONCEPT DWG

DESIGNED:

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DATE:

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FILE: ARROW1

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CLB

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REPLACE POND 1 LAGOON LINER

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AT KATHERINE LANDING

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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PMIS 266532

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POND 2

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POND 1

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*** ALL DIMENSIONS AND LENGTHS ARE APPROXIMATE ***

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NOT TO SCALE

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POND 4

AutoCAD SHX Text REMOVE EXISTING CONCRETE PIPE SUPPORTS INSTALL NEW CONCRETE PIPE SUPPORTS REPLACE 3 SUPPORTS

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MANHOLE

AutoCAD SHX Text REMOVE EXISTING OF 8"DUCTILE IRON PIPE. INSTALL NEW 8"DUCTILE IRON PIPE. APPROXIMATE LENGTH - 60' OF PIPE REPLACE NEW DUCTILE IRON PIPE BEYOND LINER SURFACE.

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REMOVE ABANDONED EXISTING AERATOR, BRACE AND WIRES. NOT CONNECTED TO POWER.

AutoCAD SHX Text EXISTING WORKING AERATORS. (3 TYPICAL) REMOVE FROM THE LAGOON AND STORE. REMOVE AND STORE POWER CORD AND STAINLESS STEEL LOCATION CABLE.

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3:1 TYPICAL SLOPE.

AutoCAD SHX Text REMOVE EXISTING OF 8"DUCTILE IRON PIPE. INSTALL NEW 8"DUCTILE IRON PIPE. APPROXIMATE LENGTH - 46' OF PIPE REPLACE NEW DUCTILE IRON PIPE BEYOND LINER SURFACE. REINSTALL OVERFLOW STRUCTURE

AutoCAD SHX Text REMOVE EXISTING CONCRETE PIPE SUPPORTS INSTALL NEW CONCRETE PIPE SUPPORTS REPLACE 2 SUPPORTS

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ELECTRICAL TRANSFORMER

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ELECTRICAL JUNCTION BOX DO NOT DAMAGE. DISCONNECT AERATORS HERE.

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ELECTRICAL JUNCTION BOX DO NOT DAMAGE. DISCONNECT AERATORS HERE.

AutoCAD SHX Text REPLACE EXISTING VALVE. 8" HANDLED, FLANGED, 11.5" LAY LENGTH EXISTING-8" CLOW FULL FLOW GEARED FLANGE PLUG VALVE JPM12

AutoCAD SHX Text REPLACE 2 EXISTING VALVES. 8" HANDLED, FLANGED, 11.5" LAY LENGTH EXISTING-CLOW FULL FLOW GEARED FLANGE PLUG VALVE JPM12.

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CHAINLINK GATE USED FOR SITE ACCESS

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AREA FOR LAYDOWN AND MATERIAL SOTORAGE.

AutoCAD SHX Text REMOVE EXISTING OF 8"DUCTILE IRON PIPE. OVERFLOW PIPE STRUCTURE INSTALL NEW 8"DUCTILE IRON PIPE. APPROXIMATE LENGTH - 40' OF PIPE REPLACE NEW DUCTILE IRON PIPE BEYOND LINER SURFACE. REINSTALL OVERFLOW STRUCTURE

AutoCAD SHX Text REMOVE EXISTING OF 8"DUCTILE IRON PIPE. INSTALL NEW 8"DUCTILE IRON PIPE. DRAIN PIPE STRUCTURE APPROXIMATE LENGTH - 40' OF PIPE REPLACE NEW DUCTILE IRON PIPE BEYOND LINER SURFACE.

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REMOVE EXISTING FLOAT STRUCTURE,

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REMOVE ABANDONED EXISTING AERATOR, BRACE AND WIRES. NOT CONNECTED TO POWER.

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REMOVE ABANDONED EXISTING AERATOR, BRACE AND WIRES. NOT CONNECTED TO POWER.

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CHAINLINK FENCE

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EXISTING WORKING AERATOR

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EXISTING WORKING AERATOR

APPROXIMATE LOCATION OF STAFF GAUGE. FIELD VERIFY.

ADJUSTABLE

RINGS

8" 30"

CONE

30" ALUMINUM MANHOLE RING

AND COVER PER SPECIFICATION.

SEE DETAIL 8/COS.

DESIGN NOTES:

I. 4000 PSI CONCRETE AT 28 DAYS.

2. DESIGNED FOR H-20 WHEEL LOADING.

3. CONFORM TO ASTM C-478 SPECIFICATIONS.

4. REINFORCED TO 0.12 IN.SQ./L.F.

5. SHIPLAP JOINTS SEALED WITH BUTYL RUBBER.

RUBBER BOOT WITH

STAINLESS STEEL CLAMP

FOR PIPE CONNECTION

SLOPE @ 1 % TYP. FROM

L ___________ ...L,..l-c::'::l=:::::;::-r

-'"'POND LINER DRAIN PIPE

4" HOPE

4.83'

LEAK DETECTION SUMP DETAIL

SCALE: N.T.S.

GEOMEMBRANE LINER (PRIMARY)

200 MIL. GEONET

GEOMEMBRANE LINER (SECONDARY)

5 @ 12" o.c.

EA. WAY

DESIGN NOTES:

1. WIDTH - 24" BEYOND EACH EDGE OF PIPE.

40 MIL SECONDARY

GEOMEMBRANE LINER

WELDED TO FLANGE ALL

AROUND

TO LEAK DETECTION SUMP

2 DRAIN PIPE DETAIL

SCALE: N.T.S.

NOTE:

DUAL LINER

STAFF GAUGE GRADUATED

IN ro FOOT INCREMENTS, MOUNTED ON 4" X 1 D"

PRESSURIZED TREATED

WOOD POST.

NOTE: STAFF GAUGE PLACED

ON CUSHION AFTER LINER

INSTALLATION.

2' X 2' CONCRETE PAD

RESTING ON COUSHION LAYER

BETWEEN CONCRETE & DUAL

�R

4 STAFF GAUGE DETAIL (REQ'D =1)

-#5 EA. SIDE

OPENING

SCALE: N.T.S.

SEALANT OR WELD j

STAINLESS STEEL BANDING

PIPE BOOT

16 OZ. GEOTEXTILE

6 TYPICAL DOUBLE BOOTED PIPE PENETRATION

SCALE: N.T.S.

Mark Sheet REVISION Date Initial

Chief of Design

Chief of Maintenance

Resource Management l--f----1-----------+--+---I APPROVED -�----- Superintendent

Date

GEOMEMBRANE (PRIMARY)

200 MIL GEONET

(DOUBLE LINER WITH DRAINAGE LAYER)

TYPICAL ANCHOR TRENCH & LINER DETAIL

SCALE: N.T.S.

"SEWER" CAST

INTO CENTER

MANHOLE COVER AND FRAME

SCALE: N.T.S.

GEOMEMBRANE LINER (PRIMARY)

STAINLESS STEEL BANDING

GEOMEMBRANE (SECONDARY)

STAINLESS STEEL BANDING

A EXTRUSION WELD TO HOPE PIPE OR

APPLY A SILICONE OR OTHER SELECTED

SEALANT TO NO WELDABLE SLEEVE ENDS

GASKET

SECTION A-A

7 PIPE PENETRATION SEAL

SCALE: N.T.S.

DETAIL

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

LAKE MEAD NATIONAL RECREATION AREA

DESIGNED:

CLB REPLACE POND 1 LAGOON LINER

DRAWING NO.

�c• LB AT KATHERINE LANDING 1-----=-=='------1---------------� Pt.11S/PKG NO.

TECH REVIEW: PMIS 266532

LAKE MEAD NATIONAL RECREATION AREA

SHEET

DATE: REGION

05 2021 PACIFIC WEST

COUNTY

MOHAVE

AZ 3 OF 3 -- --

AutoCAD SHX Text DESIGN NOTES: 1. 4000 PSI CONCRETE AT 28 DAYS. 2. DESIGNED FOR H-20 WHEEL LOADING. 3. CONFORM TO ASTM C-478 SPECIFICATIONS. 4. REINFORCED TO 0.12 IN.SQ./L.F. 5. SHIPLAP JOINTS SEALED WITH BUTYL RUBBER.

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CONE

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4" HDPE

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LEAK DETECTION SUMP DETAIL

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SCALE: N.T.S.

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RUBBER BOOT WITH STAINLESS STEEL CLAMP FOR PIPE CONNECTION

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TYPICAL ANCHOR TRENCH & LINER DETAIL

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SCALE: N.T.S.

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GEOMEMBRANE (SECONDARY)

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200 MIL. GEONET

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GEOMEMBRANE (PRIMARY)

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(DOUBLE LINER WITH DRAINAGE LAYER)

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MIN. 12" COMPACTED 3/4" SCREENED ROCK

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BACKFILL

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SLOPE @ 1% TYP. FROM POND LINER DRAIN PIPE

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30" ALUMINUM MANHOLE RING AND COVER PER SPECIFICATION. SEE DETAIL 8/C05.

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ADJUSTABLE RINGS

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MANHOLE COVER AND FRAME

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SCALE: N.T.S.

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6" TO 8"

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"SEWER" CAST INTO CENTER OF ALL COVERS

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SEWER

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4" MIN

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60 MIL PRIMARY GEOMEMBRANE LINER

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40 MIL SECONDARY GEOMEMBRANE LINER WELDED TO FLANGE ALL AROUND

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TO LEAK DETECTION SUMP

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DRAIN PIPE DETAIL

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SCALE: N.T.S.

AutoCAD SHX Text 3:1

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BUTT FLANGE ADAPTER

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GEONET

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PIPE

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STAINLESS STEEL BANDING

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GASKET

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GEOMEMBRANE LINER (PRIMARY)

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STAINLESS STEEL BANDING

AutoCAD SHX Text EXTRUSION WELD TO HDPE PIPE OR APPLY A SILICONE OR OTHER SELECTED SEALANT TO NO WELDABLE SLEEVE ENDS

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GASKET

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PIPE

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SECTION A-A

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PIPE PENETRATION SEAL

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SCALE: N.T.S.

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STAINLESS STEEL BANDING

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SEALANT OR WELD

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PIPE BOOT

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WELD

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WELD

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GEOMEMBRANE LINER (SECONDARY)

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200 MIL. GEONET

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GEOMEMBRANE LINER (PRIMARY)

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CONCRETE COLLAR

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POLYLOCK

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PIPE

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POLYLOCK

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TYPICAL DOUBLE BOOTED PIPE PENETRATION

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SCALE: N.T.S.

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16 OZ. GEOTEXTILE

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GEOMEMBRANE LINER (SECONDARY)

AutoCAD SHX Text DESIGN NOTES: 1. WIDTH = 24" BEYOND EACH EDGE OF PIPE.WIDTH = 24" BEYOND EACH EDGE OF PIPE.

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2-#5 EA. SIDE OPENING

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#5 @ 12" O.C. EA. WAY

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STAFF GAUGE DETAIL (REQ'D =2)

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SCALE: N.T.S.

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NOTE: REUSE EXISTING STAFF GAUGE. ONLY REPLACE MEASURING TAPE.

AutoCAD SHX Text STAFF GAUGE GRADUATED IN FOOT INCREMENTS, 110 FOOT INCREMENTS, MOUNTED ON 4" X 10" PRESSURIZED TREATED WOOD POST.

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2' X 2' CONCRETE PAD RESTING ON COUSHION LAYER BETWEEN CONCRETE & DUAL LINER

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NOTE: STAFF GAUGE PLACED STAFF GAUGE PLACED ON CUSHION AFTER LINER INSTALLATION.

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DUAL LINER

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DESIGNED:

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TECH REVIEW:

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DATE:

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REGION

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COUNTY

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STATE

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UNITED STATES

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DEPARTMENT OF THE INTERIOR

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NATIONAL PARK SERVICE

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LAKE MEAD NATIONAL RECREATION AREA

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REVISION

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PACIFIC WEST

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MOHAVE

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APPROVED

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SERVICE

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PARK

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NATIONAL

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FILE: ARROW1

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CLB

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CLB

AutoCAD SHX Text 05/2021

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REPLACE POND 1 LAGOON LINER

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AT KATHERINE LANDING

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DETAIL 1

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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PMIS 266532

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AutoCAD SHX Text cbush Callout Concrete support around pipe is not needed.

Sheets and Views

COVER

KL-Lagoon1-LINERS-PLANS_R2-DETAILS 1.pdf

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DETAILS 1

PLOT

KL-Lagoon1-LINERS-PLANS_R2-PLAN.pdf

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PLAN

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File details come from the government source that posted it. Updated May 20, 2021.