B08_Attachment_2_Drawings_REDW_309710.pdf

PDF 4 MB Posted May 16, 2024

Attached to: Rehabilitate Wolf Creek Water System, NPS-REDW
Solicitation number: 140P8424R0005
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · May 16, 2024

This document appears to be a set of drawings for the Rehabilitate Wolf Creek Water System federal contract opportunity. The drawings provide an overview of the project, including plans for replacing the existing water main, modifying the water treatment plant, and constructing a new water distribution system under a bid option. The key details include:

The base bid for this project includes replacing the water main from the campground to station 13+13 and modifying the existing water treatment plant. The bid option includes replacing the remaining water distribution system from station 13+13 through the rest of the Wolf Creek area, including new service connections. The project is located in Del Norte County, California, within Redwood National and State Parks. The drawings provide detailed plans, profiles, and specifications for the new water system infrastructure, including pipe materials, valves, fittings, and thrust blocks. Trenchless construction methods such as horizontal directional drilling are specified for certain sections of the water main.

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Other files

File	Type	Posted
Sol_140P8424R0005_Amd_0003.pdf	PDF	Jun 24, 2024
B08_Attachment_6_Site_Visit_Notes_Q-A_Amendment_2_Summary_0002.pdf	PDF	Jun 19, 2024
B08_Attachment_2_Drawings_Amendment_2_0002.pdf	PDF	Jun 19, 2024
B08_Attachment_7_1997_Wolf_Creek_As-Built_0002.pdf	PDF	Jun 19, 2024
B08_Attachment_9_140P8424R0005_Provisions_and_Clauses_Rev_18Jun2024_0002.pdf	PDF	Jun 19, 2024
Sol_140P8424R0005_Amd_0002.pdf	PDF	Jun 19, 2024
B08_Attachment_5_Site_Visit_Sign-In_Sheet_0002.pdf	PDF	Jun 19, 2024
B08_Attachment_3_Wage_Determination_24May2024_0002.pdf	PDF	Jun 19, 2024
B08_Attachment_8_Vol_II_CBS_Amendment_2_0002.xlsx	XLSX spreadsheet	Jun 19, 2024
B08_Attachment_1_Specifications_Amendment_2_0002.pdf	PDF	Jun 19, 2024
Sol_140P8424R0005_Amd_0001.pdf	PDF	Jun 13, 2024
B08_Attachment_3_Wage_Determination.pdf	PDF	May 16, 2024
B08_Attachment_4_Proposal_Submission_Package.pdf	PDF	May 16, 2024
B08_Attachment_1_Specifications_REDW_309710.pdf	PDF	May 16, 2024
Sol_140P8424R0005.pdf	PDF	May 16, 2024

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SUBSHEET

SHEET

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

G-001

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

SHEET INDEX

DESCRIPTIONSHEET

G-001 G-002

TITLE SHEET

GENERAL PROJECT INFORMATION

STATE PARKS

PARK HEADQUARTERS

TRAIL

UNPAVED ROAD

VISITOR CENTER

MAJOR RIVER OR CREEK

PAVED ROAD

PARK BOUNDARY

LEGEND

U.S DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

PACIFIC WEST REGION

DEL NORTE COUNTY, CALIFORNIA

C-001 PROJECT OVERVIEW

C-002 WATER MAIN PLAN

C-003 STREAM CROSSING DETAILS

C-004 WATER PLANT PLAN

C-005 WATER SYSTEM DETAILS

C-006 DETAILS

C-007-010 BID OPTION 1 PLAN & DETAILS

AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 309710 - Wolf Creek Water System\Drawings\REDW 309710 DESIGN_BID OPTION.dwg LAST SAVE: 1/17/2024 2:25 PM SAVED BY: NWANDERSON PLOT C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 309710 - Wolf Creek Water System\Drawings\REDW 309710 DESIGN_BID OPTION.dwg LAST SAVE: 1/17/2024 2:25 PM SAVED BY: NWANDERSON PLOT LAST SAVE: 1/17/2024 2:25 PM SAVED BY: NWANDERSON PLOT 1/17/2024 2:25 PM SAVED BY: NWANDERSON PLOT SAVED BY: NWANDERSON PLOT NWANDERSON PLOT PLOT DATE: 1/17/2024 2:26 PM1/17/2024 2:26 PM

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WOLF CREEK WATER SYSTEM REHABILITATION

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PROJECT LOCATION

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SCALE OF MILES

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SCALE OF MILES

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REDWOOD NATIONAL AND STATE PARKS

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WORLD HERITAGE SITE

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UNESCO

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HQ.

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LOST MAN CREEK

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CENTER

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FRESH WATER

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ELAM CREEK

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FORTYFOUR CREEK

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DOLASON PRAIRIE

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LAGOON

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REDWOOD CREEK

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SOUTH OPERATIONS

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LADY BIRD JOHNSON

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DAVISON RANCH

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REDWOOD CREEK

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MOUTH

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GROVE

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FERN CANYON

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WOLF CREEK

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GOLD BLUFFS BEACH

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ELK PRAIRIE

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PRAIRIE CREEK

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KLAMATH OVERLOOK

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FLINT RIDGE

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BUTLER CREEK

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HIGH BLUFF

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WILSON CREEK

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LAGOON CREEK

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REQUA

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MILL CREEK

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DE MARTIN

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AUBELL RANCH

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PARK HEADQUARTERS

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CRESCENT BEACH

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CRESCENT BEACH

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NICKEL CREEK

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OVERLOOK

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PICNIC AREA

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INFORMATION CENTER

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VISITOR AND

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JEDEDIAH SMITH

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STOUT GROVE

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FACILITY LOCATION

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HOWLAND HILL

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HIOUCHI

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MAINTENANCE FACILITY

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OUTDOOR SCHOOL

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CAMPGROUND

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BOAT ACCESS

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CAMPGROUND

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PRIMITIVE

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FACILITY LEGEND

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PROJECT LOCATION

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CORNING

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CHICO

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REDDING

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MINERAL

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RED

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BLUFF

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LAVA BEDS

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NATIONAL

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MONUMENT

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LASSEN

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VOLCANIC

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REDWOOD

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NATIONAL

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OREGON

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CALIFORNIA

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PACIFIC

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OCEAN

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AND STATE

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WHISKEYTOWN

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SHASTA

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TRINITY NRA

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KLAMATH

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KLAMATH

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GLEN

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HIOUCHI

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LAKE

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EARL

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DRIVE

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LAKE

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EARL

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PACIFIC

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OCEAN

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CRESCENT

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CITY

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ORICK

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LYONS

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RANCH

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PRAIRIE CREEK

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REDWOODS

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STATE PARK

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DEL NORTE

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COAST REDWOODS

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STATE PARK

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JEDEDIAH SMITH

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REDWOODS

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STATE PARK

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OCEAN

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PACIFIC

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HQ.

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EUREKA

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ARCATA

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WILLOW CREEK

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CRESCENT CITY

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REDWOOD

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CREEK

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KLA

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RIV

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SOU

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FORK

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SMITH

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RIVER

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DEL NORTE COUNTY

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HUMBLED COUNTY

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PARKS

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

G-002

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

P R

C T

R M

1. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN

AS LIGHT LINE WEIGHTS OR SCREENED BACKGROUND. NEW STRUCTURES,

EQUIPMENT, AND FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. OTHER

DISCIPLINES MAY SCREEN NEW STRUCTURES TO SHOW THEIR INFORMATION.

2. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED.

3. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES,

TRAILS AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS

CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT.

4. SCHEDULE ALL EXISTING UTILITY LINE SHUTDOWNS WITH THE CONTRACTING

OFFICER.

5. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR

ONLY AFTER THE PROPOSED CONNECTION PROCEDURE AND WORK SCHEDULE

HAS BEEN REVIEWED AND APPROVED BY THE CONTRACTING OFFICER. THE

CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE CONTRACTING

OFFICER A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO SCHEDULING ANY

CONNECTIONS. THE REQUEST SHALL OUTLINE THE FOLLOWING:

A. POINTS OF CONNECTION, FITTINGS TO BE USED, AND METHOD OF FLUSHING

AND DISINFECTION,

B. ESTIMATED CONSTRUCTION TIME FOR THE CONNECTION, AND DISINFECTION.

AFTER RECEIPT OF THE WRITTEN REQUEST THE CONTRACTING OFFICER SHALL

REVIEW THE SUBMITTAL AND GIVE AN APPROVAL OR REJECTION OF THE

REQUEST WITHIN THREE (3) WORKING DAYS. IF THE REQUEST IS REJECTED, THE

CONTRACTOR SHALL RESUBMIT THE REQUEST, MAKING MODIFICATIONS IN A

MANNER ACCEPTABLE TO THE CONTRACTING OFFICER. ALL CONNECTIONS SHALL

ONLY BE MADE ON AGREED UPON DATE AND TIME. IF THE CONTRACTOR DOES

NOT INITIATE AND COMPLETE THE CONNECTION WORK IN THE AGREED UPON

MANNER, THE CONTRACTOR SHALL BE REQUIRED TO RESCHEDULE THE

CONNECTION BY FOLLOWING THE PROCEDURE OUTLINED ABOVE. MAINS SHALL

NOT BE PLACED IN SERVICE UNTIL CLEARANCE IS GRANTED BY THE

CONTRACTING OFFICER.

6. PIPE AND JOINT DEFLECTIONS PERMITTED WITHIN RANGE OF MANUFACTURER'S

ALLOWANCES.

7. ALL COSTS ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING

UTILITIES, DUE TO CONTRACTOR'S ACTIVITIES, SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

8. ANY KNOWN SEWERS, WATER MAINS, CONDUITS, ELECTRIC CABLES, AND OTHER

UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE

EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY

THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND

OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND

STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF

THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR

COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS

THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR SHALL MAKE SUCH

INVESTIGATION AS NECESSARY TO VERIFY ITS CORRECTNESS AND

COMPLETENESS.

9. FIELD LOCATE ALL EXISTING UTILITIES, BURIED PIPING, INCLUDING WATER

SERVICE CONNECTIONS, AND ALL OTHER SURFACE AND SUB-SURFACE

FEATURES PRIOR TO CONSTRUCTION. ANY FEATURES DAMAGED BY

CONTRACTOR'S ACTIVITIES SHALL BE REPLACED TO PRE-CONSTRUCTION

CONDITION AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. ANY FIELD

LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE IMMEDIATELY

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION.

10. ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE THE

NATIONAL PARK SERVICE.

LEGEND AND ABBREVIATIONS

FIRE HYDRANT

EXISTING SANITARY SEWER (GRAVITY)

ABANDONED LINE (VARIOUS TYPES)

EXISTING WATER

PROPOSED WATER (SIZE)

IRRIGATION LINES

UNDERGROUND ELECTRIC

EXISTING SANITARY FARCE MAIN

OVERHEAD ELECTRIC

FENCE

POWER POLE

SANITARY MANHOLE

DRAINAGE INTAKES

LIGHT POLE

EXISTING GAS

STORM SEWER

NEW WATER MAIN

1. CONTRACTOR SHALL PROVIDE A FRAC-OUT CONTINGENCY PLAN, INCLUDING MINIMUM

REQUIREMENTS PER PROJECT SPECIFICATIONS, PRIOR TO CONSTRUCTION.

2. CONTRACTOR SHALL PROVIDE MONITORING FULL TIME DURING HORIZONTAL DIRECTION

DRILLING (HDD) OPERATIONS.

1. THE BASE BID FOR THIS PROJECT INCLUDES REPLACING THE WATER MAIN FROM

CAMPGROUND TO STA. 13+13, AND MODIFYING THE EXISTING WATER PLANT.

2. BID OPTION 1 INCLUDES REPLACING THE REMAINING WATER DISTRIBUTION SYSTEM

FROM STA. 13+13 THROUGH THE REST OF THE WOLF CREEK AREA, INCLUDING NEW

SERVICE CONNECTIONS.

3. THE EXISTING SYSTEM FEEDS THE DISTRIBUTION SYSTEM BY SENDING FLOW THROUGH

THE BOOSTER STATION. FLOW THEN FLOWS BACKWARDS TO SUPPLY THE SYSTEM.

4. THE BID OPTION WOULD ELIMINATE THE REVERSE FLOW SCENARIO AND FEED THE

WOLF CREEK BUILDINGS DIRECTLY, THEREBY ELIMINATING THE UNNECESSARY LENGTH

OF PIPE.

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GENERAL NOTES:

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AutoCAD SHX Text WHERE PUBLIC UTILITY FIXTURES OR FACILITIES ARE SHOWN AS EXISTING PUBLIC UTILITY FIXTURES OR FACILITIES ARE SHOWN AS EXISTING PUBLIC UTILITY FIXTURES OR FACILITIES ARE SHOWN AS EXISTING UTILITY FIXTURES OR FACILITIES ARE SHOWN AS EXISTING UTILITY FIXTURES OR FACILITIES ARE SHOWN AS EXISTING FIXTURES OR FACILITIES ARE SHOWN AS EXISTING FIXTURES OR FACILITIES ARE SHOWN AS EXISTING OR FACILITIES ARE SHOWN AS EXISTING OR FACILITIES ARE SHOWN AS EXISTING FACILITIES ARE SHOWN AS EXISTING FACILITIES ARE SHOWN AS EXISTING ARE SHOWN AS EXISTING ARE SHOWN AS EXISTING SHOWN AS EXISTING SHOWN AS EXISTING AS EXISTING AS EXISTING EXISTING EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT WITHIN THE CONSTRUCTION AREA, IT WITHIN THE CONSTRUCTION AREA, IT THE CONSTRUCTION AREA, IT THE CONSTRUCTION AREA, IT CONSTRUCTION AREA, IT CONSTRUCTION AREA, IT AREA, IT AREA, IT IT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OF THE CONTRACTOR TO NOTIFY THE OF THE CONTRACTOR TO NOTIFY THE THE CONTRACTOR TO NOTIFY THE THE CONTRACTOR TO NOTIFY THE CONTRACTOR TO NOTIFY THE CONTRACTOR TO NOTIFY THE TO NOTIFY THE TO NOTIFY THE NOTIFY THE NOTIFY THE THE THE OWNERS OF THESE UTILITIES PRIOR TO THE BEGINNING OF ANY OF THESE UTILITIES PRIOR TO THE BEGINNING OF ANY OF THESE UTILITIES PRIOR TO THE BEGINNING OF ANY THESE UTILITIES PRIOR TO THE BEGINNING OF ANY THESE UTILITIES PRIOR TO THE BEGINNING OF ANY UTILITIES PRIOR TO THE BEGINNING OF ANY UTILITIES PRIOR TO THE BEGINNING OF ANY PRIOR TO THE BEGINNING OF ANY PRIOR TO THE BEGINNING OF ANY TO THE BEGINNING OF ANY TO THE BEGINNING OF ANY THE BEGINNING OF ANY THE BEGINNING OF ANY BEGINNING OF ANY BEGINNING OF ANY OF ANY OF ANY ANY ANY CONSTRUCTION INVOLVING EXCAVATION. THE CONTRACTOR SHALL INVOLVING EXCAVATION. THE CONTRACTOR SHALL INVOLVING EXCAVATION. THE CONTRACTOR SHALL EXCAVATION. THE CONTRACTOR SHALL EXCAVATION. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF TO THESE FACILITIES FOR NECESSARY MODIFICATION OF TO THESE FACILITIES FOR NECESSARY MODIFICATION OF THESE FACILITIES FOR NECESSARY MODIFICATION OF THESE FACILITIES FOR NECESSARY MODIFICATION OF FACILITIES FOR NECESSARY MODIFICATION OF FACILITIES FOR NECESSARY MODIFICATION OF FOR NECESSARY MODIFICATION OF FOR NECESSARY MODIFICATION OF NECESSARY MODIFICATION OF NECESSARY MODIFICATION OF MODIFICATION OF MODIFICATION OF OF OF SERVICES OR RELOCATION. UNDERGROUND FACILITIES, STRUCTURES AND OR RELOCATION. UNDERGROUND FACILITIES, STRUCTURES AND OR RELOCATION. UNDERGROUND FACILITIES, STRUCTURES AND RELOCATION. UNDERGROUND FACILITIES, STRUCTURES AND RELOCATION. UNDERGROUND FACILITIES, STRUCTURES AND UNDERGROUND FACILITIES, STRUCTURES AND UNDERGROUND FACILITIES, STRUCTURES AND UNDERGROUND FACILITIES, STRUCTURES AND FACILITIES, STRUCTURES AND FACILITIES, STRUCTURES AND STRUCTURES AND STRUCTURES AND AND AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS AND HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS AND HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS AND BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS AND BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS AND PLOTTED FROM AVAILABLE SURVEYS, RECORDS AND PLOTTED FROM AVAILABLE SURVEYS, RECORDS AND FROM AVAILABLE SURVEYS, RECORDS AND FROM AVAILABLE SURVEYS, RECORDS AND AVAILABLE SURVEYS, RECORDS AND AVAILABLE SURVEYS, RECORDS AND SURVEYS, RECORDS AND SURVEYS, RECORDS AND RECORDS AND RECORDS AND AND AND UTILITY OPERATOR LOCATION MARKINGS; THEREFORE THEIR LOCATIONS OPERATOR LOCATION MARKINGS; THEREFORE THEIR LOCATIONS OPERATOR LOCATION MARKINGS; THEREFORE THEIR LOCATIONS LOCATION MARKINGS; THEREFORE THEIR LOCATIONS LOCATION MARKINGS; THEREFORE THEIR LOCATIONS MARKINGS; THEREFORE THEIR LOCATIONS MARKINGS; THEREFORE THEIR LOCATIONS THEREFORE THEIR LOCATIONS THEREFORE THEIR LOCATIONS THEIR LOCATIONS THEIR LOCATIONS LOCATIONS LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. TYPE, SIZE AND GENERAL BE CONSIDERED APPROXIMATE ONLY. TYPE, SIZE AND GENERAL BE CONSIDERED APPROXIMATE ONLY. TYPE, SIZE AND GENERAL CONSIDERED APPROXIMATE ONLY. TYPE, SIZE AND GENERAL CONSIDERED APPROXIMATE ONLY. TYPE, SIZE AND GENERAL APPROXIMATE ONLY. TYPE, SIZE AND GENERAL APPROXIMATE ONLY. TYPE, SIZE AND GENERAL ONLY. TYPE, SIZE AND GENERAL ONLY. TYPE, SIZE AND GENERAL TYPE, SIZE AND GENERAL TYPE, SIZE AND GENERAL SIZE AND GENERAL SIZE AND GENERAL AND GENERAL AND GENERAL GENERAL GENERAL LOCATION OF THE FACILITIES WERE REQUESTED OF THE OPERATORS AND OF THE FACILITIES WERE REQUESTED OF THE OPERATORS AND OF THE FACILITIES WERE REQUESTED OF THE OPERATORS AND THE FACILITIES WERE REQUESTED OF THE OPERATORS AND THE FACILITIES WERE REQUESTED OF THE OPERATORS AND FACILITIES WERE REQUESTED OF THE OPERATORS AND FACILITIES WERE REQUESTED OF THE OPERATORS AND WERE REQUESTED OF THE OPERATORS AND WERE REQUESTED OF THE OPERATORS AND REQUESTED OF THE OPERATORS AND REQUESTED OF THE OPERATORS AND OF THE OPERATORS AND OF THE OPERATORS AND THE OPERATORS AND THE OPERATORS AND OPERATORS AND OPERATORS AND AND AND SHOWN ON THE PLANS, AND IF NECESSARY, UPDATED WITHIN 90 DAYS ON THE PLANS, AND IF NECESSARY, UPDATED WITHIN 90 DAYS ON THE PLANS, AND IF NECESSARY, UPDATED WITHIN 90 DAYS THE PLANS, AND IF NECESSARY, UPDATED WITHIN 90 DAYS THE PLANS, AND IF NECESSARY, UPDATED WITHIN 90 DAYS PLANS, AND IF NECESSARY, UPDATED WITHIN 90 DAYS PLANS, AND IF NECESSARY, UPDATED WITHIN 90 DAYS AND IF NECESSARY, UPDATED WITHIN 90 DAYS AND IF NECESSARY, UPDATED WITHIN 90 DAYS IF NECESSARY, UPDATED WITHIN 90 DAYS IF NECESSARY, UPDATED WITHIN 90 DAYS NECESSARY, UPDATED WITHIN 90 DAYS NECESSARY, UPDATED WITHIN 90 DAYS UPDATED WITHIN 90 DAYS UPDATED WITHIN 90 DAYS WITHIN 90 DAYS WITHIN 90 DAYS 90 DAYS 90 DAYS DAYS DAYS OF COMPLETION OF THE FINAL PLANS. IT IS POSSIBLE THERE MAY BE COMPLETION OF THE FINAL PLANS. IT IS POSSIBLE THERE MAY BE COMPLETION OF THE FINAL PLANS. IT IS POSSIBLE THERE MAY BE OF THE FINAL PLANS. IT IS POSSIBLE THERE MAY BE OF THE FINAL PLANS. IT IS POSSIBLE THERE MAY BE THE FINAL PLANS. IT IS POSSIBLE THERE MAY BE THE FINAL PLANS. IT IS POSSIBLE THERE MAY BE FINAL PLANS. IT IS POSSIBLE THERE MAY BE FINAL PLANS. IT IS POSSIBLE THERE MAY BE PLANS. IT IS POSSIBLE THERE MAY BE PLANS. IT IS POSSIBLE THERE MAY BE IT IS POSSIBLE THERE MAY BE IT IS POSSIBLE THERE MAY BE IS POSSIBLE THERE MAY BE IS POSSIBLE THERE MAY BE POSSIBLE THERE MAY BE POSSIBLE THERE MAY BE THERE MAY BE THERE MAY BE MAY BE MAY BE BE BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR OF WHICH IS PRESENTLY NOT KNOWN OR OF WHICH IS PRESENTLY NOT KNOWN OR WHICH IS PRESENTLY NOT KNOWN OR WHICH IS PRESENTLY NOT KNOWN OR IS PRESENTLY NOT KNOWN OR IS PRESENTLY NOT KNOWN OR PRESENTLY NOT KNOWN OR PRESENTLY NOT KNOWN OR NOT KNOWN OR NOT KNOWN OR KNOWN OR KNOWN OR OR OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR RESPONSIBILITY TO DETERMINE THEIR RESPONSIBILITY TO DETERMINE THEIR TO DETERMINE THEIR TO DETERMINE THEIR DETERMINE THEIR DETERMINE THEIR THEIR THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO LOCATION AND TO AVOID DAMAGE THERETO. NO LOCATION AND TO AVOID DAMAGE THERETO. NO AND TO AVOID DAMAGE THERETO. NO AND TO AVOID DAMAGE THERETO. NO TO AVOID DAMAGE THERETO. NO TO AVOID DAMAGE THERETO. NO AVOID DAMAGE THERETO. NO AVOID DAMAGE THERETO. NO DAMAGE THERETO. NO DAMAGE THERETO. NO THERETO. NO THERETO. NO NO NO NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE COMPENSATION WILL BE ALLOWED TO THE COMPENSATION WILL BE ALLOWED TO THE WILL BE ALLOWED TO THE WILL BE ALLOWED TO THE BE ALLOWED TO THE BE ALLOWED TO THE ALLOWED TO THE ALLOWED TO THE TO THE TO THE THE THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY THE WORK.

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GENERAL LOCATION MAP

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FRAC-OUT CONTINGENCY PLAN

BASE BID AND BID OPTION

95 10

110105

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

SUBSHEET

SHEET

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-001

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

T O

2525 0 50

HORIZ.

BASE BID

CONSTRUCT NEW 4" WATER MAIN

SEE SHEET C-002

MODIFY EXISTING WATER (BOOSTER) PLANT.

BASE BID SEE SHEET C-004.

BID OPTION 1 SEE SHEET C-009.

PRAIRIE CREEK

NPS FIRE CACHE BUILDING

WOLF CREEK EDUCATION CENTER

ACCESS ROAD

NPS STAFF HOUSING

ACCESS. (CAMPGROUND LOOP ROAD)

BEGIN BID OPTION 1

REPLACE WATER MAIN &

SERVICE CONNECTIONS

(WEST OF THIS POINT)

BID OPTION 1

SEE SHEETS C-007

THROUGH C-010

AutoCAD SHX Text E

FILE PATH: C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 309710 - Wolf Creek Water System\Drawings\REDW 309710 DESIGN_BID OPTION.dwg LAST SAVE: 1/17/2024 2:25 PM SAVED BY: NWANDERSON PLOT C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 309710 - Wolf Creek Water System\Drawings\REDW 309710 DESIGN_BID OPTION.dwg LAST SAVE: 1/17/2024 2:25 PM SAVED BY: NWANDERSON PLOT LAST SAVE: 1/17/2024 2:25 PM SAVED BY: NWANDERSON PLOT 1/17/2024 2:25 PM SAVED BY: NWANDERSON PLOT SAVED BY: NWANDERSON PLOT NWANDERSON PLOT PLOT DATE: 1/17/2024 2:26 PM1/17/2024 2:26 PM

105110

11+00

12+00

13+00

13+13

SUBSHEET

SHEET

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-002

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

4040 0 80

HORIZ.

LOCATE AND CONNECT TO EXISTING

4" WATER MAIN NEAR END OF

CAMPGROUND LOOP

REMOVE EXISTING 1" OVERHEAD

WATER MAIN CROSSING. CAP ENDS

BOTH SIDES

SEE SHEET C-003

PRAIRIE CREEK

WATER MAIN ALIGNMENT GENERALLY

FOLLOWS EXISTING TRAIL

CONNECT TO EXISTING 4" WATER MAIN

EXISTING 4" WATER MAIN

TO BE ABANDONED IN PLACE.

LOCATE BEND ALONG

EXISTING TRAIL

POTENTIAL DRILLING PIT

(4'X4'X4')

NOTES

1. HDD IS REQUIRED FROM STA. 3+50 TO STA. 13+13

2. WATER MAIN FROM STA. 0+00 TO STA. 3+50 MAY BE TRENCHED OR

CONSTRUCTED USING HDD.

3. VEGETATION MAY BE TRIMMED ALONG ALIGNMENT AND IN STAGING AREAS

TO IMPROVE ACCESS AND AID MONITORING. HOWEVER, ALL TREES SHALL

BE PROTECTED.

4. SEE G-002 FOR FRAC-OUT CONTINGENCY PLAN NOTES.

5. CONTRACTOR PROVIDED FIELD SOIL SAMPLING INVESTIGATION CAN

INCLUDE HAND OR HANDTOOL AUGER SAMPLE COLLECTION AT STAGING

LOCATIONS INDICATED.

WATER MAIN ALIGNMENT GENERALLY

FOLLOWS EXISTING TRAIL

POTENTIAL DRILLING PIT

(4'X4'X4')

POTENTIAL DRILLING PIT

(4'X4'X4')

POTENTIAL STAGING AREA

25'X25'

POTENTIAL STAGING AREA

(25'X50')

REFERENCE FRAC-OUT CONTINGENCY

PLAN FOR ADDITIONAL MEASURES

REQUIRED AT WATER BODIES (PRAIRIE CREEK)

POTENTIAL STAGING AREA

(40'X40')

POTENTIAL STAGING AREA

(40'X40')

POTENTIAL STAGING AREA

(40'X40')

AutoCAD SHX Text

4" GATE VALVE & BOX

AutoCAD SHX Text

90 DEGREE BEND FITTING

AutoCAD SHX Text

AutoCAD SHX Text C2

AutoCAD SHX Text

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-003

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

PROPOSED 4" WATER MAIN

GENERAL WATER MAIN PROFILE

NTS

PROPOSED 4" GATE VALVE

(BOTH SIDES)

' M

TOP OF BANK

4' M

EXISTING GRADE

MARK VALVE LOCATION

W/ PERMANENT MARKER

EXISTING GRADE

4" WATER MAIN BELIEVED

TO BE PVC

4" WATER MAIN BELIEVED

TO BE PVC

TRANSITIONS TO 1"

HDPE AT CROSSING

TRANSITIONS BACK TO 4"

DOWNSTREAM OF CROSSING

1" HDPE AT ATTACHED TO CABLE

WOODEN POST

EXISTING STREAM CROSSING

NTS

UPSTREAM WOOD POST

1" HDPE PIPE ATTACHED TO CABLE

C R

NOTES

1. CONTRACTOR SHALL PERFORM DEMOLITION WORK WITH MEANS AND METHODS THAT

PREVENT MATERIAL AND CREW FROM ENTERING THE STREAM.

2. FULLY DRAIN WATER LINE PRIOR TO DEMOLITION.

3. CUT EXISTING 4" LINE AT GROUND TRANSITION TO RISER.

4. CAP AND ABANDON IN PLACE EXISTING IN-GROUND LINE.

5. REMOVE OVERHEAD 1" HDPE LINE AND CABLE.

6. CUT OFF WOOD POSTS AT GROUND LEVEL.

* CONSTRUCT 12' DEEP UNDER STREAM TO

PREVENT FRAC-OUT INTO WATER BODY. ALL

OTHER SEGMENTS ONLY NEED TO BE 4' DEEP.

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-004

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

TREATMENT PLAN PLAN

NTS

F&I 6" TEE

F&I HYDRANT ASSEMBLY

(PAINT PURPLE)

DISCONNECT OUTLET AND

CAP TEE END

F&I 4" TEE

F&I STATE APPROVED (HIGH HAZARD FIRE CONNECTION)

REDUCED PRESSURE BACKFLOW

ASSEMBLY. BASIS OF DESIGN AMES LMF500 (MAXIUM 500)

REMOVE 2" PIPE AND ACCESSORIES BETWEEN

GATE VALVES AND RECONNECT WITH 4" LINE.

F&I 4"x6" INCREASER

CONNECT TO EXISTING PIPE

F&I 6" 90° BEND

F&I 4" GATE VALVE

PATCH HOLE IN BUILDINGREMOVE GATE VALVE AFTER TEST

NOTES

1. WORK TO THE PLANT WILL ONLY BE ALLOWED AFTER THE WATER MAIN CONSTRUCTION.

2. PRIOR TO WORKING ON THE PLANT, THE CONTRACTOR SHALL VERIFY STATIC

PRESSURE , AND CONDUCT A FLOW TEST. THE PURPOSE OF THE FLOW TEST WILL BE

TO VERIFY THAT THE MODIFIED WATER MAIN CAN DELIVER THE AMOUNT OF FLOW

REQUIRED BASED ON A 4-INCH LINE SIZE. THE FLOW TEST WILL CONFIRM THAT THERE

ARE NO OTHER RESTRICTIONS ALONG THE LINE THAT THE NPS IS NOT AWARE OF.

3. IF THE FLOW TEST FAILS, NOTIFY THE NPS IMMEDIATELY.

4. THERE IS AN EXISTING HYDRANT ASSEMBLY NEAR THE TREATMENT BUILDING THAT

WAS DAMAGED AND IS BADLY CORRODED. REPLACE THE FULL ASSEMBLY INCLUDING

THE TEE FITTING. FULLY EXCAVATE AND REMOVE SOIL WITHIN 3' OF ALL ASSEMBLY

COMPONENTS. BACKFILL WITH COMPACTED APPROVED SOIL BROUGHT IN FROM

OUTSIDE SOURCE. THE SOIL THAT WAS USED TO BACKFILL THE EXISTING ASSEMBLY

WAS FOUND TO BE BEACH SAND WHICH LED TO THE FAILURE OF THE FITTINGS DUE TO

CORROSION.

CONDUCT FLOW TEST BY DISSEMBLING

PIPE DOWNSTREAM OF 4" GATE VALVE.

REMOVE GATE VALVE AFTER TEST

REPLACE HYDRANT ASSEMBLY.

SEE NOTE 4

F&I 4" GATE VALVE

F&I 4" DI PIPE

F&I 6" DI PIP

BID OPTION VARIATION

1. IF BID OPTION 1 IS EXECUTED THE CONFIGURATION

NEAR THE EXISTING PLANT WILL VARY. IF BID

OPTION 1 IS AWARDED, CONSTRUCT AS SHOWN ON

SHEET C-009

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-005

N O

C O

U N

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W O

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TIC NO.

167-192197

TEST PRESSURES AND SOIL BEARING PRESSURES, USE THE FOLLOWING EQUATION:

PRESSURE OF 2,000 psf AND A SAFETY FACTOR OF 1.5, TO COMPUTE BEARING AREAS FOR DIFFERENT

1. BEARING AREAS (TABLE 1) BASED ON TEST PRESSURE OF 150 psi, AN ALLOWABLE SOIL BEARING

BEARING AREA = (TEST PRESSURE / 150 psi) x (2,000 / SOIL BEARING PRESSURE psf) x (TABLE 1 VALUE)

3. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQUARE FOOT.

(HORIZONTAL BENDS & VERTICAL UPWARD BENDS)

TABLE 1 - BEARING AREA OF THRUST BLOCKS IN SQUARE FEET

HORIZONTAL BENDS AND VERTICAL UPWARD BENDS:

TEE PLUGGED ON RUN

4. IF THE DEPTH REQUIREMENT (SEE TYPICAL CROSS SECTION) CAN NOT BE ACHIEVED,

UNDISTURBEDBEDDING

1/2 TO 1 TIMES ITS WIDTH.

BLOCK HEIGHT (h) SHALL BE

LESS THAN THE PIPE DIAMETER

OF THE BLOCK (H), BUT NOT

THE TOTAL DEPTH TO THE BOTTOM

EQUAL TO OR LESS THAN 1/2

BLOCK HEIGHT (h) SHALL BE

TYPICAL CROSS SECTION

MATERIAL

DEPTH REQUIREMENT:

BEND

PLUGGED CROSS

SOIL

PLUGGED CROSS

3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH OR STRUCTURAL BACKFILL.

UNLESS OTHERWISE NOTED.

1. ALL MECHANICAL FITTINGS SHALL BE PROVIDED WITH THRUST BLOCKS AT ALL DIRECTION CHANGES

4. KEEP CONCRETE CLEAR OF JOINT, BOLTS, NUTS, CLAMPS, AND OTHER ACCESSORIES.

6. A BOND BREAKER SHALL BE PLACED BETWEEN THE PIPE AND THRUST BLOCK.

5. THRUST BLOCKS SHALL NOT BE LOCATED OR SIZED TO ENCASE ADJACENT PIPES OR FITTINGS.

O .D

BEARING

SURFACE

BREAKER

BOND

45° (TYP)

GENERAL:

10 8.8 12.5

THE ENGINEER SHALL BE NOTIFIED.

50.9 35.3

72.0 50.0

17.3 22.6 28.6

12.7 24.5 32.0 40.5

18.0

FITTING

SIZE

(IN)

3.2 5.7

1.4

(SF)

4.5 8.0

2.0

(SF)

PLUG OR

TEE, WYE

CAP

BEND

VERTICAL DOWNWARD BEND

IN CONCRETE (SEE TABLE

WYE

1/4" PLYWOOD OVER

PLUG OR CAP

TEE

FACE OF BOLTS

USED FOR 11 1/4 BENDS.

2 FOR SIZES)

FITTING AND EMBEDDED

COATED RODS OVER

VALVE

FITTING AND EMBEDDED

COATED RODS OVER

IN CONCRETE

(SEE NOTE 3)

1. VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CUBIC YARDS REQUIRE

4050 LBS/CUBIC YARD, AND A SAFETY FACTOR OF 1.5. TO COMPUTE VOLUMES FOR DIFFERENT

THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSI, THE WEIGHT OF CONCRETE =

SPECIAL BLOCKING DETAILS. SEE DRAWINGS FOR VOLUMES SHOWN TO LEFT OF HEAVY, BOLD

2. THRUST BLOCK VOLUMES (TABLE 2) FOR VERTICAL DOWNWARD BENDS HAVING UPWARD RESULTANT

3. VOLUME OF THRUST BLOCK IN CUBIC YARDS FOR VALVES SHALL BE THE SAME VOLUME

(VERTICAL DOWNWARD BENDS)

TABLE 2 - VOLUME OF THRUST BLOCK IN CUBIC YARDS

VERTICAL DOWNWARD BENDS:

TEST PRESSURES AND CONCRETE WEIGHTS, USE THE FOLLOWING EQUATION:

1.73.46.8

39.0 27.1

19.9 13.8

13.3 17.3 21.9

9.7 6.8 8.8

11.2

5.0

10.0 6.9

3.4 4.4 5.6

2.5

LINE IN TABLE 2.

17.8 12.3

7.9 10.0

4.4 6.1

2.4 4.3

1.1

(SF)

1.2 2.2

1.0

(SF)

BEND

22 1/2

1.0 1.1

(SF)

1.0

BEND

11 1/4 O

(CY)(IN)

3.1 2.0

0.5 1.1

SIZE

FITTING

BEND

45O

9.6 6.7

4.9 3.4

5.4 4.3 3.3 2.4

2.8 2.2 1.7 1.2

#8 #8

3.0 3.0

#8 #8

#6 #8

3.0 3.0 3.0 2.5

(CY) (CY)

1.7 1.1

0.3 0.6

0.9 0.5

0.1 0.3

22 1/2

BEND

O V1

11 1/4

BEND

(FT)

#6 #6

2.5 2.5

EMBEDMENT

SIZE

ROD

2. UNLESS OTHERWISE NOTED ON THE GENERAL DRAWINGS IN THE GENERAL NOTES OR SPECIFICATIONS, USE SOIL BEARING PRESSURE = 2000 psf FOR THIS PROJECT.

GALVANIZED OR EPOXY GALVANIZED OR EPOXY

VOLUME = (TEST PRESSURE / 150) x (4,050 / CONCRETE WEIGHT) x (TABLE 2 VALUE)

ALL PIPE JOINTS SHALL BE MECHANICALLY RESTRAINED FOR A MINIMUM OF 40 FEET IN ALL DIRECTIONS

2. FUSED HDPE PIPE & FITTINGS DO NOT REQUIRE THRUST RESTRAINTS.

FROM MECHANICAL FITTINGS.

WATER

VALVE BOX PAD

VALVE BOX COVER

ETCH FLOW DIRECTIONAL

ARROWS, PIPE DIAMETER AND

PIPE MATERIAL INTO

CONCRETE PRIOR TO CURING

AS DIRECTED BY THE

CONTRACTING OFFICER.

2'-0" SQ.x6" THICK CAST

IN PLACE CONC. PAD W/

#4 BARS E.W., SET

FLUSH IN PAVED AREAS

1/4"

SECTION A

VALVE BOX PAD

VALVE BOX

VALVE BOX TOP

SECTION W/ COVER

CENTER SECTION

(LENGTH AS REQ'D)

GATE VALVE

CONCRETE

VALVE SUPPORT

ADJUSTABLE

VALVE BOX

FINISH GRADE

SET 3" ABOVE GRADE IN YARD

AREAS

VALVE BOX PAD

12" MAX

PROVIDE VALVE STEM EXTENSION

(SEE DETAIL BELOW)

VALVE BOX WITH

WIDE OVAL BASE

GATE VALVE

INSTALLATION

CONC VALVE SUPPORT,

SEE

1/8" FLAT PL CENTERING

GUIDE (SEE SECTION A)

3/4" (TYP)

NOTE:

1. PROVIDE PROTECTIVE COATING TO

EXTERIOR SURFACES OF VALVE BODY

VALVE BOX, EXTENSION STEM AN

APPURTENANCES.

ADAPTER TO FIT AWWA

SQUARE NUT

1/8"

1-1/4" DIA STEEL

EXTENSION MACHINE TO

MATCH NUT

2" AWWA SQUARE OPERATING

NUT

BUTTERFLY VALVE OR PLUG

VALVE FOR DIRECT BURIAL

REDWOOD BLOCKS 2-2"x2"x12"

LONG

CRUSHED ROCK

ADJUSTABLE VALVE BOX

FINISH GRADE

SLOPE CONC 2" AND PROVIDE

3/4" CHAMFER ALL AROUND. 2'-0"

SQ.x6" THICK CONC. PAD W/ #4

BARS E.W.

NOTE:

CONCRETE PAD SHALL BE

INSTALLED IN UNPAVED

AREAS. PAVED AREAS DO NOT

REQUIRE A CONCRETE PAD.

THRUST RESTRAINTS

GATE VALVE

NTSC-005

C-005 NTS

C-005

M D

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-006

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

6" MIN.

TRACER WIRE

5' MAX 5' MAX

2 TRACE WIRE BOX

5' MAX

PIPE

1 TIE IN AT FITTING

2TW

TRACER WIRES SHALL HAVE

A MINIMUM 24" OF SLACK

LOOSELY COILED IN THE

BOX

TEST BOX

VALVE BOX PAD, SEE DET.

2/C11

CONCRETE

ENCASEMENT (TYP)

VALVE BOX TOP

2" DUCT TAPE @ 6' MAX.

MINIMUM 3 PER LENGTH OF

PIPE

TRACER WIRE 14 GAGE SOLID

COPPER WIRE

OUT OF ASPHALT

BACKFILL

COMPACTED

MIN. WIDTH

W -3

6" M

TRENCH STABILIZATION

WHERE REQD.

UNDISTURBED

EARTH (TYP)

NOTE:

8" TO 10" DEEP

DETECTABLE UTILITY

MARKING TAPE

BEDDING MATERIAL

1'-0"

6" MIN.

DIA.

EXISTING ASPHALT

WITH TACK COAT

UNIFORM SAW CUT LINE

EXISTING AGGREGATE BASE

NEW AGGREGATE BASE

IN ASPHALT

1'-0"

MIN.

SURFACE

1'-0"+PIPE O.D.

1. TRENCH SHALL CONFORM TO OSHA STANDARDS.

TRACER WIRE

4" ASPHALT PAVEMENT

6" AGGREGATE BASE COURSE

6" COMPACTED SUBGRADE

GRAVEL SURFACE

6" COMPACTED AGGREGATE

BASE COURSE

6" COMPACTED SUBGRADE

ASPHALT PAVING (SEE NOTE 2)

REMOVE PAVING AND

REPLACE SURFACE

COURSE (NOTE 3)

2. TRACER WIRE DETAIL 3

C-006

S-

" M

COLOR PER APWA

COLOR & LABEL PER

PER APWA

5'-0"

TYP

CROSSED

UTILITY

VERTICAL THRUST

BLOCKS,

SEE DETAIL (TYP)

2 - 45° MJ BENDS

W/ RESTRAINED

JOINT GLANDS

SUITABLE FOR

PVC PIPE (TYP

BOTH SIDES)

THRUST BLOCK SEE

HORIZONTAL THRUST

BLOCK DETAIL (TYP)

WATER LINE

C-005

NOTE 3

NOTE 2

TRACER WIRE

UTILITY CROSSING

TYPICAL PIPE TRENCH

PAVEMENT & GRAVEL SURFACING

NTSC-006

C-005

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-007

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

2525 0 50

HORIZ.

CONSTRUCT NEW 4" HDPE WATER

MAIN

CONNECT TO EXISTING 6" FIRE

SERVICE LATERAL. USE 4" TEE

AND 4"X6" INCREASER

CONNECT TO BUILDING

SEE SHEET C-009

NEW 4" TEE AND

GATE VALVE

NEW FUTURE FIRE SERVICE

REMOVE & REPLACE

HYDRANT ASSEMBLY

NEW FUTURE FIRE SERVICE REMOVE GATE VALVE

NOTES

1. WATER MAIN CONSTRUCTED UNDER THE BID OPTION MAY BE CONSTRUCTED USING A

VARIETY OF TECHNIQUES, INCLUDING TRENCHED AND TRENCHLESS.

2. TRENCHLESS TECHNIQUES MAY INCLUDE HDD, OR PIPE BURSTING.

3. IT MAY BE FEASIBLE TO UTILIZE THE EXISTING 6" WATER MAIN BY SLIP LINING WITH 4"

HDPE PIPE. SLIGHT ADJUSTMENTS TO THE PLAN WILL BE REQUIRED FROM WHAT IS

SHOWN.

AutoCAD SHX Text E

SUBSHEET

SHEET

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-008

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

2525 0 50

HORIZ.

CONSTRUCT NEW 4" FIRE SERVICE

BEGIN BID OPTION AT ENDING OF BASE BID

WATER MAIN. RATHER THAN CONNECT TO EXISTING

CONSTRUCT NEW 4" HDPE WATER MAIN.

LOCATE & CONNECT TO EXISTING

CONSTRUCT NEW 4" FIRE SERVICE

LOCATE & CONNECT TO EXISTING

EXISTING SERVICES

TO BE ABANDONED IN PLACE

AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 309710 - Wolf Creek Water System\Drawings\REDW 309710 DESIGN_BID OPTION.dwg LAST SAVE: 1/17/2024 2:35 PM SAVED BY: NWANDERSON PLOT C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 309710 - Wolf Creek Water System\Drawings\REDW 309710 DESIGN_BID OPTION.dwg LAST SAVE: 1/17/2024 2:35 PM SAVED BY: NWANDERSON PLOT LAST SAVE: 1/17/2024 2:35 PM SAVED BY: NWANDERSON PLOT 1/17/2024 2:35 PM SAVED BY: NWANDERSON PLOT SAVED BY: NWANDERSON PLOT NWANDERSON PLOT PLOT DATE: 1/17/2024 2:35 PM1/17/2024 2:35 PM

FILE PATH: C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 309710 - Wolf Creek Water System\Drawings\REDW 309710 DESIGN_BID OPTION.dwg LAST SAVE: 1/17/2024 2:35 PM SAVED BY: NWANDERSON PLOT C:\Users\nwanderson\OneDrive - DOI\REDW\REDW 309710 - Wolf Creek Water System\Drawings\REDW 309710 DESIGN_BID OPTION.dwg LAST SAVE: 1/17/2024 2:35 PM SAVED BY: NWANDERSON PLOT LAST SAVE: 1/17/2024 2:35 PM SAVED BY: NWANDERSON PLOT 1/17/2024 2:35 PM SAVED BY: NWANDERSON PLOT SAVED BY: NWANDERSON PLOT NWANDERSON PLOT PLOT DATE: 1/17/2024 2:35 PM1/17/2024 2:35 PM

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-009

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

TREATMENT PLAN PLAN

NTS

F&I 6" TEE

F&I HYDRANT ASSEMBLY

(PAINT PURPLE)

DISCONNECT OUTLET AND

CAP TEE END

F&I 4" TEE

F&I STATE APPROVED (HIGH HAZARD FIRE CONNECTION)

REDUCED PRESSURE BACKFLOW

ASSEMBLY. BASIS OF DESIGN AMES LMF500 (MAXIUM 500)

REMOVE 2" PIPE AND ACCESSORIES BETWEEN

GATE VALVES AND RECONNECT WITH 4" LINE.

PATCH HOLE IN BUILDINGREMOVE GATE VALVE AFTER TEST

NOTES

1. WORK TO THE PLANT WILL ONLY BE ALLOWED AFTER THE WATER MAIN CONSTRUCTION.

2. PRIOR TO WORKING ON THE PLANT, THE CONTRACTOR SHALL VERIFY STATIC

PRESSURE , AND CONDUCT A FLOW TEST. THE PURPOSE OF THE FLOW TEST WILL BE

TO VERIFY THAT THE MODIFIED WATER MAIN CAN DELIVER THE AMOUNT OF FLOW

REQUIRED BASED ON A 4-INCH LINE SIZE. THE FLOW TEST WILL CONFIRM THAT THERE

ARE NO OTHER RESTRICTIONS ALONG THE LINE THAT THE NPS IS NOT AWARE OF.

3. IF THE FLOW TEST FAILS, NOTIFY THE NPS IMMEDIATELY.

4. THERE IS AN EXISTING HYDRANT ASSEMBLY NEAR THE TREATMENT BUILDING THAT

WAS DAMAGED AND IS BADLY CORRODED. REPLACE THE FULL ASSEMBLY INCLUDING

THE TEE FITTING. FULLY EXCAVATE AND REMOVE SOIL WITHIN 3' OF ALL ASSEMBLY

COMPONENTS. BACKFILL WITH COMPACTED APPROVED SOIL BROUGHT IN FROM

OUTSIDE SOURCE. THE SOIL THAT WAS USED TO BACKFILL THE EXISTING ASSEMBLY

WAS FOUND TO BE BEACH SAND WHICH LED TO THE FAILURE OF THE FITTINGS DUE TO

CORROSION. IF BID OPTION 1 IS EXECUTED, THE FIRE ASSEMBLY WILL CONNECT

DIRECTLY TO THE NEW 4" MAIN.

CONDUCT FLOW TEST BY DISSEMBLING

PIPE DOWNSTREAM OF 4" GATE VALVE.

REMOVE GATE VALVE AFTER TEST

REPLACE HYDRANT ASSEMBLY.

SEE NOTE 4

F&I 4" GATE VALVE

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

309710

NWA

C-010

N O

C O

U N

O R

W O

K W

TIC NO.

167-192197

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

SURFACE VARIES

AutoCAD SHX Text

CORPORATION STOP

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

SERVICE PIPE

AutoCAD SHX Text

METER PIT WITH EXTENSIONS

AutoCAD SHX Text

3'-0" MIN

AutoCAD SHX Text

METER

AutoCAD SHX Text

PLACE PIT ON 4" COMPACTED WASHED ROCK

AutoCAD SHX Text

CONNECT TO EXISTING SERVICE PIPE

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text

PER PLAN ONLY

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

CURB VALVE & BOX

AutoCAD SHX Text

3'-0" MIN

AutoCAD SHX Text

NOTE 4

AutoCAD SHX Text

TEE

AutoCAD SHX Text

WATERMAIN

AutoCAD SHX Text 4"

AutoCAD SHX Text

CORP STOP & SERVICE SADDLE

AutoCAD SHX Text

EXTEND 4" SPRINKLER SUPPLY TO FIRE SUPPRESSION BOX OR RECONNECT TO EXISTING

AutoCAD SHX Text

EXTEND TYPE K COPPER AS SHOWN ON THE DRAWINGS & RECONNECT

AutoCAD SHX Text

4" GATE VALVE

AutoCAD SHX Text

WATERMAIN

AutoCAD SHX Text 4"

AutoCAD SHX Text

CORP STOP & SERVICE SADDLE

AutoCAD SHX Text

EXTEND TYPE K COPPER AS SHOWN ON THE DRAWINGS & RECONNECT

AutoCAD SHX Text

CORP STOP AND SERVICE SADDLE

AutoCAD SHX Text

WATERMAIN

AutoCAD SHX Text 3/4" -2"

AutoCAD SHX Text

CURB VALVE

AutoCAD SHX Text

%%U3/4" (MIN) WATER SERVICE

AutoCAD SHX Text

%%UDOMESTIC - NON FIRE

AutoCAD SHX Text

%%UWATER SERVICE SCHEMATIC

AutoCAD SHX Text

%%UFOR BLDG'S W/ EXIST

AutoCAD SHX Text

%%UFIRE SPRINKLER SYSTEM

AutoCAD SHX Text

%%UWATER SERVICE SCHEMATIC

AutoCAD SHX Text

%%UFOR BLDG'S W/ FUTURE

AutoCAD SHX Text

%%UFIRE SPRINKLER SYSTEM

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

EXTEND TYPE K COPPER AS SHOWN ON THE DRAWINGS & RECONNECT

AutoCAD SHX Text

TEE

AutoCAD SHX Text

4" GATE VALVE

AutoCAD SHX Text

CURB VALVE

AutoCAD SHX Text

CURB VALVE

AutoCAD SHX Text 3/4" -2"

AutoCAD SHX Text

SUB-SERVICE TEE (WHERE SHOWN)

AutoCAD SHX Text 3/4" -1"

AutoCAD SHX Text

CAPPED END

AutoCAD SHX Text

CURP VALVE(S) PER PLAN

AutoCAD SHX Text

SERVICE SADDLE

AutoCAD SHX Text

NTS

AutoCAD SHX Text

%%U WATER SERVICE DETAIL

AutoCAD SHX Text

MATERIALS LIST

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text 1A

AutoCAD SHX Text

SERVICE SADDLE (DI, PVC)

AutoCAD SHX Text

MUELLER BR2S SERIES OR APPROVED EQUAL

AutoCAD SHX Text 1B

AutoCAD SHX Text

SERVICE SADDLE (HDPE)

AutoCAD SHX Text

ELECTROFUSION THREADED BRANCH SADDLE OR APPROVED EQUAL

AutoCAD SHX Text

CORPORATION STOP

AutoCAD SHX Text

MUELLER MODEL B-25008 OR APPROVED EQUAL

AutoCAD SHX Text

SERVICE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 16, 2024.