B08_Attachment_2_Drawings.pdf

PDF 2 MB Posted May 9, 2024

Attached to: Replace Mill Creek Campground Water Tank, NPS-REDW
Solicitation number: 140P8424R0004
Issued by: Department of the Interior National Park Service Pacific West Region

About this file

Written by GovTribe AI · May 9, 2024

This document is a set of design drawings for the replacement of a water tank at the Mill Creek Campground in Redwood National and State Parks, Del Norte County, California. The drawings provide details on the demolition and removal of the existing redwood water tank, as well as the construction of a new 100,000-gallon water tank. Key details include the tank dimensions, materials, foundation, piping, valves, flow meter, and other accessories. The drawings also show the site layout, including the location of the tank, treatment building, and other existing infrastructure. The project is being managed by the National Park Service Pacific West Region. The document indicates that the tank and foundation design must be completed by the tank manufacturer, and that any required geotechnical investigation is the responsibility of the contractor. This suggests that the design-build approach is being used for this project.

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Other files

File	Type	Posted
B08_Attachment_1_Specifications_Amendment_2_0002.pdf	PDF	Jun 10, 2024
B08_Attachment_8_1988_Mill_Creek_Campground_Tank_As-built_0002.pdf	PDF	Jun 10, 2024
B08_Attachment_2_Drawings_Amendment_2_0002.pdf	PDF	Jun 10, 2024
B08_Attachment_6_Site_Visit_Notes_Q-A_Amendment_2_Summary_0002.pdf	PDF	Jun 10, 2024
B08_Attachment_5_Site_Visit_Sign-In_Sheet_0002.pdf	PDF	Jun 10, 2024
B08_Attachment_9_Vol_II_CBS_Amendment_2_0002.xlsx	XLSX spreadsheet	Jun 10, 2024
B08_Attachment_7_1966_Mill_Creek_Campground_Tank_As-built_0002.pdf	PDF	Jun 10, 2024
B08_Attachment_3_Wage_Determination_24May2024_0002.pdf	PDF	Jun 10, 2024
Sol_140P8424R0004_Amd_0002.pdf	PDF	Jun 10, 2024
B08_Attachment_10_140P8424R0004_Provisions_and_Clauses_Rev_07Jun2024_0002.pdf	PDF	Jun 10, 2024
Sol_140P8424R0004_Amd_0001.pdf	PDF	Jun 5, 2024
B08_Attachment_1_Specifications.pdf	PDF	May 9, 2024
B08_Attachment_4_Proposal_Submission_Package.pdf	PDF	May 9, 2024
Sol_140P8424R0004.pdf	PDF	May 9, 2024
B08_Attachment_3_Wage_Determination.pdf	PDF	May 9, 2024

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SUBSHEET

SHEET

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

238217

NWA

G-001

N O

C O

U N

O R

E M

C R

O U

N D

TIC NO.

167-192263

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

PROJECT LOCATION

U.S DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

PACIFIC WEST REGION

DEL NORTE COUNTY, CALIFORNIA

C-001 DEMOLITION & REMOVALS

C-002 GENERAL SITE PLAN

C-003 GENERAL WATER TANK PLAN

C-004 GENERAL WATER TANK PROFILE

C-005 DRAIN & OVERFLOW DETAILS

C-006 WATER SYSTEM DETAILS

C-007 WATER SYSTEM DETAILS

C-008 WATER SYSTEM DETAILS

C-009 WATER SYSTEM DETAILS

AutoCAD SHX Text FILE PATH: C:\Users\nwanderson\OneDrive - DOI\REDW\REDW MILL CREEK TANK\Drawings\REDW 238217 DESIGN.dwg LAST SAVE: 1/23/2024 9:38 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AMC:\Users\nwanderson\OneDrive - DOI\REDW\REDW MILL CREEK TANK\Drawings\REDW 238217 DESIGN.dwg LAST SAVE: 1/23/2024 9:38 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AM LAST SAVE: 1/23/2024 9:38 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AM1/23/2024 9:38 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AMNWANDERSON PLOT DATE: 1/23/2024 9:39 AM PLOT DATE: 1/23/2024 9:39 AM1/23/2024 9:39 AM

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REPLACE MILL CREEK CAMPGROUND WATER TANK

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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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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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HUMBOLDT COUNTY

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PARKS

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

238217

NWA

G-002

N O

C O

U N

O R

E M

C R

O U

N D

TIC NO.

167-192263

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

1. THE GOVERNMENT HAS NOT OBTAINED GEOTECHNICAL INFORMATION FOR THIS

SITE.

2. THIS PROJECT REQUIRES THAT THE DESIGN FOR THE WATER TANK, AND TANK

FOUNDATION TO BE COMPLETED BY THE TANK MANUFACTURER.

3. THE DEGREE TO WHICH GEOTECHNICAL INFORMATION IS REQUIRED SHALL BE

DETERMINED SOLELY BY THE TANK MANUFACTURER/DESIGNER.

4. ALL COSTS (IF ANY) ASSOCIATED WITH GEOTECHNICAL INVESTIGATION SHALL BE

CONSIDERED PRIOR TO SUBMITTING A PROPOSAL, AND INCLUDED IN THE

PROPOSAL PRICE, AND FACTORED INTO THE SCHEDULE.

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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.

GEOTECHNICAL INFORMATION

SUBSHEET

SHEET

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

238217

NWA

C-001

N O

C O

U N

O R

E M

C R

O U

N D

TIC NO.

167-192263

2020 0 40

HORIZ.

DEMO EXISTING

REDWOOD TANK

FOUNDATION

RAW WATER STORAGE TANK

PRESSURE TANK

REMOVE, SALVAGE, AND REINSTALL BOOSTER PUMP.

REMOVE PIPING TO NEAR PRESSURE TANK

3" RAW WATER LINE,

FROM WELL

DRAIN & OVERFLOW

WATER TREATMENT BUILDING

SITE ACCESS

3" RAW WATER LINE

(PVC)

DEMO 3" TREATED

WATER LINE (GALV.)

TO 10 FEET FROM

TREATMENT BUILDING

MAINTENANCE BUILDING

2" TREATED WATER LINE

(GALV.), TO HOUSING

4" TREATED WATER LINE

TO CAMPGROUND

ABANDONED

PRESSURE TANKS

MAINTENANCE BUILDING

DEMO WATER MAIN

10' BEYOND TANK, OR AS

REQUIRED.

STARLINK RECEIVER

TO BE REMOVED AND

REINSTALLED BY OWNER

REMOVE OR PROTECT ELECTRICAL

& CONTROL WIRES AS REQUIRED. LINES

WILL BE REINSTATED TO NEW TANK.

DISASSEMBLE REDWOOD TANK. WOOD SHALL BE SALVAGED

TO STATE PARK. COORDINATE WITH OWNER TO STOCKPILE IN YARD.

REMAINING PORTIONS OF THE TANK SHALL BE DEMOLISHED.

DEMO SURROUNDING PAVEMENT AS REQUIRED.

RESTORE WITH AGGREGATE SURFACING EXISTING STORM DRAIN

FILE PATH: C:\Users\nwanderson\OneDrive - DOI\REDW\REDW MILL CREEK TANK\Drawings\REDW 238217 DESIGN.dwg LAST SAVE: 1/23/2024 9:38 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AMC:\Users\nwanderson\OneDrive - DOI\REDW\REDW MILL CREEK TANK\Drawings\REDW 238217 DESIGN.dwg LAST SAVE: 1/23/2024 9:38 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AM LAST SAVE: 1/23/2024 9:38 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AM1/23/2024 9:38 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AM SAVED BY: NWANDERSON PLOT DATE: 1/23/2024 9:39 AMNWANDERSON PLOT DATE: 1/23/2024 9:39 AM PLOT DATE: 1/23/2024 9:39 AM1/23/2024 9:39 AM

SUBSHEET

SHEET

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

238217

NWA

C-002

N O

C O

U N

O R

E M

C R

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N D

TIC NO.

167-192263

4040 0 80

HORIZ.

CONSTRUCT NEW 100,000 GAL.

WATER TANK, 31' NOMINAL DIAMETER,

19.26' NOMINAL HEIGHT. SEE TYPICAL PLAN

& PROFILE ON SHEETS C-003 AND C-004

APPROXIMATE FOOTING OUTLINE

4" DIP

CONSTRUCT BOLLARDS (TYP)

CONSTRUCT NEW 4" TREATED

WATER INLET LINE FROM TREATMENT

BUILDING TO TANK. REDUCE

TO 3" AT POINT OF CONNECTION.

REINSTALL ELECTRICAL/CONTROL LINES,

NEW TRANSDUCER, AND FLOAT SWITCH. MATCH

EXISTING SIZE AND CONDUIT TO

CONNECTION AT TANK.

SPLICE NEW AS REQUIRED.

4" FLOW METER

REINSTALL STARLINK RECEIVER

CONNECT TO EXISTING. F&I

FITTINGS AS REQUIRED

CONNECT TO EXISTING

RUN OUTLET TO EXISTING

STORM SEWER.

CONSTRUCT NEW BASE &

REINSTALL SALVAGED PUMP.

COORDINATE WITH

OWNER FOR EXACT LOCATION SAMPLE TAP

NOTE:

THE INTENT OF THIS SHEET IS TO SHOW THE

TYPICAL SEPARATION OF WORK BETWEEN THE

TANK MANUFACTURER AND SITE WORK

CONTRACTOR. REGARDLESS OF WORK

BREAK-DOWN, ALL WORK SHALL BE

COORDINATED WITH THE TANK MANUFACTURER.

4" GATE VALVE

2" SERVICE

CONNECTION

OVERFLOW & OUTLET

SEE DETAILS SHEET C005

1" SERVICE

CONNECTION

CONNECT TO EXISTING

STORM INLET

EXTEND ELECTRICAL TO

FLOW METER

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DRAWN BY:

PMIS NO.

C R

O N

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N S

238217

NWA

C-003

N O

C O

U N

O R

E M

C R

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N D

TIC NO.

167-192263

22 0 4

HORIZ.

OVERFLOW

DRAIN

INLET PIPE

TANK EXTERIOR

EXTERIOR LADDER AND

LADDER CAGE

COVER ACCESS HATCH

OUTLET

FOOTING OUTLINE

LIQUID LEVEL

INDICATOR

24"-30" SIDE ACCESS

HATCH

ELECTRICAL/CONTROL

CONDUIT

ALUMINUM DOME COVER

NOTES

1. TANK AND TANK FOUNDATION DESIGN SHALL BE BY THE TANK

MANUFACTURER, AND SHALL SUPERSEDE THESE PLANS AND DETAILS

UPON ACCEPTANCE OF THE SUBMITTAL PLANS.

2. TANK DETAILS ARE ONLY INTENDED TO SHOW THE GENERAL LAYOUT,

ORIENTATION, AND ACCESSORIES REQUIRED.

3. ITEMS SHOWN IN GRAY ARE TYPICALLY SUPPLIED BY TANK

MANUFACTURER.

4. ITEMS SHOWN IN BLACK ARE TYPICALLY CONSTRUCTED BY THE SITE

WORK CONTRACTOR IN COORDINATION WITH THE TANK MANUFACTURER.

AIR VENT

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238217

NWA

C-004

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U N

O R

E M

C R

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TIC NO.

167-192263

4" 90° ELBOW

4" D.I PIPE

SUPPORT BRACKET (TYP)

4" D.I. 90° ELBOW

TANK PENETRATION

PER MANUFACTURER

4" 90° ELBOW

4" D.I. PIPE

CONNECTION PER TANK

MANUFACTURER

4" 45° BEND

CATCH BASIN

6" D.I. 90° ELBOW

PIPE SUPPORTS PER

TANK MANUFACTURERS

RECOMMENDATIONS

(TYP.)

6" D.I. PIPE

4" 45° BEND

REINFORCED CONCRETE TANK FLOOR.

DESIGN PER THE TANK MANUFACTURER

TANK PENETRATION

PER MANUFACTURER

6" D.I. 45° ELBOW

4" MJ TO FL

ADAPTOR

ALUMINUM DOME ROOF

AIR VENT

F&I NEW TRANSDUCER

REINSTALL EXISTING FLOAT SWITCH

OUTLINE OF ACCESS HATCH

4" D.I. 90° ELBOW

(SHOWN ROTATED AND TRANSLATED

FOR CLARITY)

ACCESS DOOR

ACCESS LADDER

NOTES

1. TANK AND TANK FOUNDATION DESIGN SHALL BE BY THE TANK

MANUFACTURER, AND SHALL SUPERSEDE THESE PLANS AND DETAILS

UPON ACCEPTANCE OF THE SUBMITTAL PLANS.

2. TANK DETAILS ARE ONLY INTENDED TO SHOW THE GENERAL LAYOUT,

ORIENTATION, AND ACCESSORIES REQUIRED.

3. ITEMS SHOWN IN GRAY ARE TYPICALLY SUPPLIED BY TANK

MANUFACTURER.

4. ITEMS SHOWN IN BLACK ARE TYPICALLY CONSTRUCTED BY THE SITE

WORK CONTRACTOR IN COORDINATION WITH THE TANK MANUFACTURER.

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

238217

NWA

C-005

N O

C O

U N

O R

E M

C R

O U

N D

TIC NO.

167-192263

D R

A N

D O

W D

PLAN

VALVE BOX WITH LID

FLOOR PENETRATION

6" D.I. PIPE

(DRAIN)

6" 90° ELBOW

6" GATE VALVE

6" WYE

6" D.I. PIPE

6" 45° D.I. ELBOW

32 SQUARE FEET OF

RIP RAP 12" MINIMUM

DIAMETER NATIVE STONE

OVER TYPE II NON-WOVEN

DRAINAGE GEOTEXTILE

6" D.I. SPOOL

WITH SCREEN

DETAIL

GASKET TYPE

FLANGE UNION

#16 MESH

COPPER SCREEN

WATER TANK DRAIN PIPING DETAIL

NO SCALE

SCREENED END DRAIN LINE

NO SCALE

6" GATE VALVE

CATCH BASIN

B C005

A C005

CATCH BASIN

6" 45° D.I. ELBOW

6" D.I. SPOOL

6" 45° D.I. ELBOW

6" D.I. SPOOL

WITH SCREEN

DETAIL

WATER TANK DRAIN PIPING DETAIL

NO SCALE

WATER TANK

6" WYE

TANK FOUNDATION

WATER TANK DRAIN PIPING DETAIL

NO SCALE

A C005

B C005

CONNECT TO EXISTING

CATCH BASIN

6" D.I. SPOOL

WITH SCREEN

DETAIL

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DRAWN BY:

PMIS NO.

C R

O N

E N

N S

238217

NWA

C-006

N O

C O

U N

O R

E M

C R

O U

N D

TIC NO.

167-192263

M D

1" CHAMFER

D.I. 90° ELBOW MJxMJ

D.I. PIPE

DI PIPE. BELL END CAST

INTO CONCRETE FACING UP

EMBEDDED STARTER FOUNDATION

FOR OUTLET ONLY, INSERT REMOVABLE

PLAIN END TAPERED (SPIGOT END) PLUG .

PLUG TO EXTEND 1 FOOT ABOVE FLOOR.

(FOR SILT STOP AND USE DURING CLEANING)

PVC WATER STOP

3" CRUSHED ROCK

BACKFILL

BENTONITE

SEAL STRIPS

FOR DRAIN, INSTALL FLOOR GRATE

(NOT SHOWN)

FRONT VIEW SECTIONAL VIEW INSIDE VIEW

GUIDE WIRE

ASSEMBLY

GUIDE WIRE

TENSIONERS

GUIDE

WIRES

FLOATFLOAT

GUIDE WIRE

BOTTOM ANCHOR

KNUCKLE

ROOF

KNUCKLE ROOF

FLOAT CABLE

ASSEMBLIES

FLOAT CABLE

GAUGE BOARD

TOP MOUNT

GAUGE BOARD

SUPPORT

TANK FLOOR

TANK WALL

GAUGE BOARD

CABLE CLAMP

INDICATOR

EXAMPLE ONLY.

GAGE INCREMENTS PER

TANK DESIGN

LIQUID LEVEL INDICATOR

NO SCALE

EXISTING PUMP LAYOUT

NO SCALE

TYPICAL TANK OUTLET/DRAIN DETAIL

NO SCALE

INLET PIPE

CONCRETE BASE

INLET PIPE OUTLET PIPE

PUMP MOTOR

OUTLET PIPE

PUMP

INLET PIPE

OUTLET PIPE

NOTES

1. TANK AND TANK FOUNDATION DESIGN SHALL BE BY THE TANK

MANUFACTURER, AND SHALL SUPERSEDE THESE PLANS AND DETAILS

UPON ACCEPTANCE OF THE SUBMITTAL PLANS.

2. TANK DETAILS ARE ONLY INTENDED TO SHOW THE GENERAL LAYOUT,

ORIENTATION, AND ACCESSORIES REQUIRED.

3. ITEMS SHOWN IN GRAY ARE TYPICALLY SUPPLIED BY TANK

MANUFACTURER.

4. ITEMS SHOWN IN BLACK ARE TYPICALLY CONSTRUCTED BY THE SITE

WORK CONTRACTOR IN COORDINATION WITH THE TANK MANUFACTURER.

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DRAWN BY:

PMIS NO.

C R

O N

E N

N S

238217

NWA

C-007

N O

C O

U N

O R

E M

C R

O U

N D

TIC NO.

167-192263

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,

BEND

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.

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

NTSC007

C003 NTS

C003

M D

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

REMOVE PAVING AND

REPLACE SURFACE

COURSE (NOTE 3)

S-

" M

COLOR PER APWA

COLOR & LABEL PER

PER APWA

TYPICAL PIPE TRENCH8

C007 NTS

DRAWN BY:

PMIS NO.

C R

O N

E N

N S

238217

NWA

C-008

N O

C O

U N

O R

E M

C R

O U

N D

TIC NO.

167-192263

M D

FLOW METER

NO SCALE

TYPICAL METER PIT

NO SCALE

EYE BOLT

RING & COVER

SUMP HOLE

6" Dia.

GRADE RING

4 Per Section Typ.

2 Per Side

LID

4" DIA. HOLES

WT. 4,400#

PULLBOX

DISPLAY

METER PIT

4" FLOW METER

4X4 WOOD POST

CONNECTOR CABLE

ELECTRICAL CIRCUIT

DRILL HOLE IN TOP OF PIT.

RUN CORD IN CONDUIT (NOT SHOWN)

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DRAWN BY:

PMIS NO.

C R

O N

E N

N S

238217

NWA

C-009

N O

C O

U N

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E M

C R

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TIC NO.

167-192263

M D

3'-0" 3"

2'-6" 3"

1' -5

2' -5

" A A

(TYP.)

1/4"

6" 2'-0" 6"

8 2

3"3"

PLAN VIEW

SECTION A-A

SECTION B-B

6" 1'-5" 6"

E (3

' M

E (3

' M

-0

LEGEND:

1 (2) BARS 3 1/2"x3/8"x2'-6"

2 FINISHED SURFACE

3 (2)-3 1/2"x3" ANGLES

4 (2)-7" #4 BAR EACH SIDE

5 TROWEL SMOOTH

6 1" PER FOOT MINIMUM SLOPE

7 FINISH SURFACE

8 STANDARD GRATE AND GRATE

FRAME.

3/ 4"

2'-51 2"

2'-53 4"

1' -4

2 1

A A

3/4"1 1/

TOP VIEW

SECTION A-A

ISOMETRIC

2'-6"

1' -5

" SEE NOTES BELOW

1-3/4" x 1-3/4" x 1/4"

STEEL ANGLE

TOP VIEW

3 WELD (4)

1/2" x 3"

STUDS

END VIEW

GRATE TYPE II

GRATE FRAME DETAIL

1 11 2"x3

4" STEEL BARS (TYP.).

2 1

4" FILLET WELD ALL BARS.

4 PLACES (TYP.).

3 WELD (4) 12"x3" STUDS.

1 FOUR SIDED FRAME IS REQUIRED.

2 CONTRACTOR HAS THE OPTION OF WELDING THE BACK

STEEL ANGLE BAR INTO PLACE AFTER SLIP FORMS FOR BOX

HAVE BEEN REMOVED. ENSURE GRATE FRAME IS SQUARE

BEFORE DOING A FULL PENETRATION WELD TO ATTACH BACK

STEEL ANGLE BAR.

NOTES:

LEGEND:

GUIDE WIRE

ASSEMBLY

GUIDE

WIRES

KNUCKLE

ROOF

SERVICE CONNECTION DETAIL

NO SCALE

SAMPLING TAP DETAIL

NO SCALE

CATCH BASIN DETAIL

NO SCALE

3/4" MINIMUM

SMOOTH NOSED BRASS

FAUCET

4"x4" PRESSURE TREATED POST

WITH PIPE STRAP SUPPORTS

1" DIA. BRASS

RISER PIPE 30

" M

1" SERVICE LINE FROM

SERVICE CONNECTION.

1" ELBOW

TYPICAL BOLLARD DETAIL

NO SCALE

WITH GROUT AND

BOLLARD - FILL

6"Ø STEEL PIPE

BAND, TYPICAL

YELLOW REFLECTORIZED

2' -6

-6

1' -0

PAINT BOLLARD

NPS BROWN

BASE COURSE

AGGREGATE

STONE DRAINAGE

SET STEEL PIPE

IN 1'-2"Ø CONCRETE

PIER

COMPACTED

SUBGRADE

TOP SHALL BE PAINTED

ASPHALT CONCRETE

PAVEMENT

ROUND TOP TO SHED WATER -

COURSE

SURFACE VARIES

CORPORATION STOP

WATER MAIN

SERVICE PIPE

-0 " M

CURB BOX

3'-0" MIN

SERVICE SADDLE

MATERIALS LIST

NO. ITEM DESCRIPTION

1 SERVICE SADDLE (DI, PVC) MUELLER BR2S SERIES OR APPROVED

EQUAL

2 CORPORATION STOP MUELLER MODEL B-25008 OR APPROVED

EQUAL

3 SERVICE PIPING TYPE K COPPER

UNLESS OTHERWISE NOTED IN PLAN

CURB VALVE MUELLER MODEL B-25209N OR APPROVED

EQUAL

CURB VALVE BOX MUELLER H-103(XX)/W FOOT OR

APPROVED EQUAL

1" VACUUM BREAKER VALVE

" M

CURB VALVE

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REDW 238217 DESIGN-G-001

Sheets and Views

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Sheets and Views

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Sheets and Views

REDW 238217 DESIGN-C-002

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Sheets and Views

REDW 238217 DESIGN-C-003

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Sheets and Views

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Sheets and Views

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Sheets and Views

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File details come from the government source that posted it. Updated May 9, 2024.