Attach_4 Project Drawings NZAS 16-6006.pdf

PDF 9 MB Posted Nov 27, 2019

Attached to: Repair E-01 MAF Water Well Federal contract opportunity
Solicitation number: FA4626-20-R-0006
Issued by: Department of the Air Force Global Strike Command

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation is for a water well repair project at E-01 MAF. The project scope includes abandoning the existing domestic water well, installing a new water treatment system, new wastewater handling equipment, and all related electrical and control systems. The estimated value is between $500,000 and $1,000,000. The NAICS code is 237110 with a small business size standard of $36,500,000. Funds are not presently available and any government obligation is contingent upon appropriated funds availability. The solicitation was issued by the Department of the Air Force Global Strike Command.

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Other files for this federal contract opportunity

Other files attached to Repair E-01 MAF Water Well, newest first.
File	Type	Posted
Holiday Week Notice & Contact Information.pdf	PDF	Dec 20, 2019
Solicitation Amendment #3 FA462620R00060003 SF 30.pdf	PDF	Dec 20, 2019
Summary of Changes -- Amendment #3.pdf	PDF	Dec 20, 2019
Solicitation Amendment #3 - FA462620R00060003.pdf	PDF	Dec 20, 2019
Q&A #3.pdf	PDF	Dec 20, 2019
Summary of Changes -- Amendment 2.pdf	PDF	Dec 12, 2019
FA462620R0006 Amendment #2.pdf	PDF	Dec 12, 2019
Attach_2 Submittal Schedule_Revised Amendment 2.pdf	PDF	Dec 12, 2019
Attach_4 Project Drawings NZAS 16-6006 Revised Amendment 2.pdf	PDF	Dec 12, 2019
Attach_1 Specifications NZAS 16-6006_Revised Amendment 2.pdf	PDF	Dec 12, 2019
Q&A #2.pdf	PDF	Dec 10, 2019
Solicitation Amendment FA462620R00060001 SF 30.pdf	PDF	Dec 6, 2019
Summary of Changes - Amendment 1.docx	DOCX document	Dec 6, 2019
Q&A.docx	DOCX document	Dec 6, 2019
Attach_10 Section L ITO Amendment #1.docx	DOCX document	Dec 6, 2019
Solicitation - FA462620R0006.pdf	PDF	Nov 27, 2019
Attach_3 Schedule of Drawings.pdf	PDF	Nov 27, 2019
Attach_2 Submittal Schedule.pdf	PDF	Nov 27, 2019
Attach_6 Installation Perimeter Access Control.pdf	PDF	Nov 27, 2019
Attach_5 Applicable DoL Wage Determinations.pdf	PDF	Nov 27, 2019
Attach_9 Subcontractor Consent.doc	DOC document	Nov 27, 2019
Attach_7 Special Contract Requirements.pdf	PDF	Nov 27, 2019
Attach_1 Specifications NZAS 16-6006.pdf	PDF	Nov 27, 2019
Attach_10 Section L ITO New.docx	DOCX document	Nov 27, 2019
Attach_8 Past Performance Questionnaire.docx	DOCX document	Nov 27, 2019
Attach_11 Section M BVT2.docx	DOCX document	Nov 27, 2019

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LOCATION MAP

SHEET INDEX

CONSTRUCTION DRAWING

REPAIR MAF E-01 DOMESTIC WATER WELL

Malmstrom AFB, MT 59402

SEPTEMBER, 2017

NZAS 16-6006

PROJECT LOCATION

MAF E-01

M O N T A N A

PROJECT LOCATION

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

Attachment 4 SOL# FA4626-20-R-0006

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PJK

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MMJ

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ACAD-16-161-C1.0-MODEL

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COVER SHEET, LOCATION MAPS & SHEET INDEX

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SHEET NUMBER

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DESCRIPTION

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COVER SHEET, LOCATION MAPS & SHEET INDEX

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WELL LAYOUT LOCATIONS @ E-01

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PLATE NUMBER

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DRIVING DISTANCE FROM GREAT FALLS, MONTANA TO MAF E-01 IS 138 MILES

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SCALE = 1"=10 MILES (APPROXIMATELY)

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MISSOULA

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KALISPELL

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HELENA

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CASCADE

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CONRAD

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SHELBY

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FORT

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BENTON

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GREAT FALLS

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HAVRE

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LEWISTOWN

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ROY

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SECTIONS AND DETAILS

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ATTACHMENT:

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FA4626-19-R-A011

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REV.

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DATE

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DESCRIPTION

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DRAWN

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APPR'D

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DRAWN BY

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REVIEWED BY

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DATE

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PLATE

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PROJECT NUMBERS

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RECORD FILE NUMBER

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AS SHOWN

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REPAIR MAF E-01 DOMESTIC WATER WELL

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NZAS 16-6006

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OFFICE

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SIGNATURE

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DATE

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OFFICE

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SIGNATURE

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OFFICE

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SIGNATURE

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DATE

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OFFICE

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SIGNATURE

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DATE

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BASE CIVIL ENGINEER

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CHIEF ENGINEER

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PROJECT ENGINEER

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CE OPERATIONS

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FIRE CHIEF

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ENVIRONMENTAL ENG.

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COMMUNICATIONS

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USING AGENCY

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BIO-ENVIRONMENTAL

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SAFETY

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AT/RPEC REP

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WJD

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EXPANDED PUMPHOUSE DEMOLITION PLAN

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EXPANDED PUMPHOUSE PLUMBING PLAN

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EXPANDED LAYOUT VIEW

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PROCESS FLOW DIAGRAM

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NOTES, LEGENDS AND ABBREVIATIONS

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ELECTRICAL SITE PLAN

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PUMP HOUSE ELECTRICAL PLAN

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ELECTRICAL DETAILS

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EFFLUENT WATER LINE PROFILE

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WATER CONTROL SYSTEM SCHEMATIC

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WATER TREATMENT SYSTEM CONTROL SCHEMATIC

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ELECTRICAL DETAILS

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SECTIONS AND DETAILS

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SECTIONS AND DETAILS

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SCHEDULES

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

ABBREVIATIONS

ANTENNA LEGEND

LEGEND

WATER NOTES:

GENERAL NOTES:

SURVEY DATA

LEGEND

W x

PL PL PL

C/E C/E

E x

PIPING LEGEND

Attachment 4 SOL# FA4626-20-R-0006

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ACAD-16-161-C1.1-MODEL

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NOTES, LEGENDS AND ABBREVIATIONS

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NEW FINISH WATER LINE

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NEW WELL LOCATION

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WELL INSTALL WORKING AREA

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ATTACHMENT:

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REV.

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DATE

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DESCRIPTION

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DRAWN

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APPR'D

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DRAWN BY

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REVIEWED BY

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SCALE

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DATE

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PLATE

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PROJECT NUMBERS

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RECORD FILE NUMBER

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AS SHOWN

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REPAIR MAF E-01 DOMESTIC WATER WELL

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NZAS 16-6006

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WJD

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FA4626-19-R-A011

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NEW RAW WATER LINE

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CMP

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CORRUGATED METAL PIPE

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COMM

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COMMUNICATION

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EFFLUENT WATER

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FINISH WATER

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FETS

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FLARED END TERMINAL SECTION

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HDLPE

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HIGH DENSITY LINEAR POLYETHYLENE

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HICS

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HARDENED INTERSITE CABLE SYSTEM

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HTR

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HARD TRANSMIT RECEIVE ANTENNA

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INV

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INVERT

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MEECN

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MINIMUM ESSENTIAL EMERGENCY COMMUNICATIONS NETWORK

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PTZ

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PAN-TILT-ZOOM

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PVC

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POLYVINYL CHLORIDE PIPE

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RCP

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REINFORCED CONCRETE PIPE

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REVERSE OSMOSIS

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RVA

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REMOTE VISUAL ASSESSMENT

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RAW WATER

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SLFCS

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SURVIVABLE LOW FREQUENCY COMMUNICATIONS SYSTEM

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UHF

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ULTRA HIGH FREQUENCY

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UNGD

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UNDERGROUND

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DUAL MODE/UHF

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HTR RECEIVE - ABANDONED

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HTR TRANSMIT - ABANDONED

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MEECN

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SLFCS

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RVA TOWER

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WEATHER STATION

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%%UNEW

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%%UDESCRIPTION%%U

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1. COORDINATE UTILITY SHUTOFF WITH CONTRACTING OFFICER 10 DAYS PRIOR TO ANY OUTAGES. COORDINATE UTILITY SHUTOFF WITH CONTRACTING OFFICER 10 DAYS PRIOR TO ANY OUTAGES. 2. INSTALL CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS AND VALVES AS DESCRIBED IN THE INSTALL CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS AND VALVES AS DESCRIBED IN THE SPECIFICATIONS. 3. EXISTING PIPELINES AND FITTINGS ARE SHOWN, BASED ON AS CONSTRUCTED AND FIELD SURVEY DATA. THE EXISTING PIPELINES AND FITTINGS ARE SHOWN, BASED ON AS CONSTRUCTED AND FIELD SURVEY DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING PIPELINES AND FITTINGS AND CONFIRMING CONNECTION REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. 4. WARNING TAPE AND #14 TW TRACER WIRE SHALL BE INSTALLED WITH ALL NON-METALLIC PIPE IN DUG WARNING TAPE AND #14 TW TRACER WIRE SHALL BE INSTALLED WITH ALL NON-METALLIC PIPE IN DUG TRENCHES. #12 TW TRACER WIRE TO BE INSTALLED WITH ALL NON-METALLIC PIPE IN DIRECTIONALLY DRILLED BORES. 5. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATER LINES AND SANITARY MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATER LINES AND SANITARY SEWER AND STORM SEWER LINES. 6. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATER LINES AND EXTERIOR OF SANITARY MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATER LINES AND EXTERIOR OF SANITARY SEWER LINES. 7. THE MINIMUM COVER FOR ALL EXTERIOR WATER LINES SHALL BE 6.5 FEET. THE MINIMUM COVER FOR ALL EXTERIOR WATER LINES SHALL BE 6.5 FEET. 8. ALL HDPE, PVC AND PEX PIPING SHALL MEET OR EXCEED THE REQUIREMENTS LISTED IN SPECIFICATION ALL HDPE, PVC AND PEX PIPING SHALL MEET OR EXCEED THE REQUIREMENTS LISTED IN SPECIFICATION SECTION 33 11 16 WITH HDPE PIPE PROVIDED IN BLACK AND PEX PIPE PROVIDED IN CLEAR OR WHITE.

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1. CONTACT ONE CALL UTILITY LOCATE, PROCESS WORK CLEARANCE REQUEST (AF FORM 103) AND CONTACT ONE CALL UTILITY LOCATE, PROCESS WORK CLEARANCE REQUEST (AF FORM 103) AND WORK CLEARANCE REQUEST (AF FORM 103) AND (AF FORM 103) AND COORDINATE WITH GOVERNMENT INSPECTORS WHEN ARRANGING UTILITY LOCATES. 2. UNDERGROUND ELECTRICAL AND TELEPHONE CABLES, TELEPHONE POLES, LIGHT POLES, ETC., UNDERGROUND ELECTRICAL AND TELEPHONE CABLES, TELEPHONE POLES, LIGHT POLES, ETC., REQUIRED TO BE MOVED TO MAKE WAY FOR NEW CONSTRUCTION WILL BE MOVED BY THE CONTRACTOR. 3. SOFT DIG AND EXPOSE ALL UTILITIES PRIOR TO BEGINNING TRENCH EXCAVATION TO ENSURE CROSSING SOFT DIG AND EXPOSE ALL UTILITIES PRIOR TO BEGINNING TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE PER SECTION 31 23 33. SOFT DIG FOR PURPOSES OF LOCATING UTILITIES WILL BE UTILIZED WITHIN 5 FEET OF ALL UNDERGROUND UTILITIES PER SECTION 31 23 33. 4. OBTAIN ANY NECESSARY PERMITS. OBTAIN ANY NECESSARY PERMITS. 5. RESTORE ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION TO ORIGINAL CONDITION, RESTORE ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. RESTORE ALL OTHER DISTURBED AREAS TO PRE-CONSTRUCTION CONDITION OR BETTER. 6. ALL QUANTITIES OF UTILITIES LISTED ARE APPROXIMATE, CONTRACTOR TO VERIFY.ALL QUANTITIES OF UTILITIES LISTED ARE APPROXIMATE, CONTRACTOR TO VERIFY.

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POINT

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NORTHING

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EASTING

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DESCRIPTION

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CP-1

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CP-3

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CP-5

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CP-7

AutoCAD SHX Text BASIS OF HORIZONTAL AND VERTICAL CONTROL: HORIZONTAL COORDINATES ARE GROUND, INTERNATIONAL FEET, AND CAN BE RETURNED TO MONTANA STATE PLANE, ZONE 2500, NAD 83, USING A COMBINED SCALE FACTOR OF 0.99924904 ABOUT AN ORIGIN OF (0,0). THEY WERE DETERMINED VIA AN OPUS SOLUTION ABOUT CONTROL POINT #1 AND WERE PROJECTED WITH SURVEY QUALITY GPS. VERTICAL DATUM IS NAVD 88 AND WAS DETERMINED VIA AN OPUS SOLUTION ABOUT CONTROL POINT #1 AND WAS PROJECTED WITH SURVEY QUALITY GPS.

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HUB WITH LARGE NAIL ±118' SOUTH OF PUMPHOUSE

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HUB WITH LARGE NAIL ±93' NORTHWEST OF DUALMODE/UHF ANTENNA

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HUB WITH LARGE NAIL ±22' SOUTHEAST OFSOUTHEAST CORNER OF MAF STRUCTURE

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NAIL IN ASPHALT ±19' EAST OF EAST WALLOF PUMPHOUSE

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NEW EFFLUENT WATER LINE (TO INJECTION WELL)

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CP-2

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CP-4

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CP-6

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HUB WITH LARGE NAIL ±6' EAST OF EAST SIDECHAINLINK FENCE @ MIDPOINT OF FENCE

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HUB WITH LARGE NAIL ±51' WESTNORTHWEST OFNORTHWEST CORNER OF PUMPHOUSE

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CP-8

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HUB WITH LARGE NAIL ±73' NORTHEAST OF DUALMODE/UHF ANTENNA

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HUB WITH LARGE NAIL ±60' SOUTHEAST OF RVATOWER

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NEW ELECTRIC LINE

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NEW GROUND LINE

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NEW PROCESSED WATER LINE

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%%UEXISTING%%U

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%%UDESCRIPTION%%U

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WATER

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WATER - RAW (UNTREATED)

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NATURAL GAS PIPING

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RVA CABLE - UNGD

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SANITARY SEWER

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WEATHER STATION CABLE

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WALL LIGHT

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WALL HYDRANT

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SIGN

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POWER POLE

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ROOF DRAIN

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SANITARY SEWER CLEANOUT

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WATER WELL

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STORM DRAIN MANHOLE

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SANITARY SEWER GRINDER STATION

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WATER MANHOLE

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WATER VALVE

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PROPERTY LINE

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WATER - ABANDONED

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NATURAL GAS PIPING ABANDONED

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RVA CABLE - UNGD GROUND

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SANITARY SEWER - ABANDONED

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WEATHER STATION CABLE - GROUND

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PROPERTY LINE - EASEMENT

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PAVEMENT - ASPHALT/CONCRETE-EDGE

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RVA CABLE - UNGD ABANDONED

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ANTENNA - HTR ABANDONED

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BUILDING FOOTPRINT

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CATHODIC PROTECTION SYSTEM - UNGD

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COMM - TELEVISION - UNGD

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COMM - CLOSED CIRCUIT TELEVISION CABLE

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COMM - FIBER OPTIC - UNGD

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COMM - UNGD

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COMM - TELEPHONE - UNGD

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FUEL OIL PIPING - UNGD

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FUEL LEAK MONITORING PIPING - UNGD

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FIRE PROTECTION - UNGD

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ELECTRICAL - GROUNDING - UNGD

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ELECTRICAL - PRIMARY - OVERHEAD

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ELECTRICAL - PRIMARY - UNGD

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ELECTRICAL - SECONDARY - UNGD

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ANTENNA - DUAL MODE / UHF

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ANTENNA - HICS

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ANTENNA - MEECN

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ANTENNA - SLFCS

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CAMERA - PTZ

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CAMERA - FIXED

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MONITOR WELL

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FENCE - CHAIN LINK

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FENCE - WIRE

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ELECTRICAL OUTLET

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GATE

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CONCRETE

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ELECTRICAL MANHOLE

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ELECTRICAL BOX FLUSH

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GATE CONTROL

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LIGHT POLE

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FLAG POLE

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COMM - UNGD ABANDONED

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FUEL OIL PIPING - UNGD ABANDONED

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ELECTRICAL - PRIMARY - UNGD ABANDONED

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CATHODIC PROTECTION ANODE WELL

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CULVERT

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DEWATERING WELL

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DEWATER LINE

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BOLLARD

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CATHODIC PROTECTION SYSTEM - ABANDONED

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CATHODIC PROTECTION RECTIFIER

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CATHODIC PROTECTION TEST POINT

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ELECTRICAL CONDUIT & BOX

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NATURAL GAS METER

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COMM - TELEPHONE - RISER

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COMM - TELEPHONE - MANHOLE

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ELECTRICAL PANEL & AUTO-TRANSFER SWITCH

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EP&T

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GRAVEL - EDGE

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GUY WIRE FROM POLE

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DELINEATOR

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COMM - CLOSED CIRCUIT PULLBOX

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DITCH FLOW LINE

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CONTROL POINT

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RETAINING WALL

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CATTLE GUARD

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PRESSURE GAUGE

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SAMPLE TAP

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CHECK VALVE

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WHEEL METER

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SEDIMENT FILTER

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PRESSURE GAUGE ASSEMBLY

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HOSE BIBB

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VACUUM BREAKER VALVE

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BALL VALVE

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CAM-LOK FITTING

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BLIND FLANGE

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WYE STRAINER

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PRESSURE REDUCING VALVE

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VERTICAL BEND

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ELBOW

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TEE

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UNION

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FLOOR PENETRATION

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RAW WATER

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FINISHED WATER

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PUMP

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EFFLUENT WATER

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PIPE CAP

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ISOLATION VALVE AND CAM-LOK FITTING

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PERMEATE (PROCESSED WATER)

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VALVE IN VERTICAL PIPE

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GATE VALVE

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SOLENOID VALVE

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REDUCER

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PRESSURE SWITCH

S x

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S S x

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MAF "E-01" WELL LAYOUT

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

EXISTING UTILITY AND

EXCAVATION NOTES

SURFACE RESTORATION

GENERAL NOTES

EFFLUENT ROUTING

NOTES

Attachment 4 SOL# FA4626-20-R-0006

AutoCAD SHX Text 50 L.F. OF NEW 1 " 14" HDPE RAW WATER FROM NEW WELL TO PUMPHOUSE (6.5' MIN. COVER)

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6' WORKING AREA AROUND RIG FOR DRILL RIG AND WELL INSTALLATION

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EXISTING WELL TO BE ABANDONED

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6' WORKING AREA FOR SUPPORT TRUCK

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SECURITY FENCE NOT TO BE DISTURBED DURING CONSTRUCTION.

AutoCAD SHX Text NEW WATER SUPPLY WELL LOCATION NEEDS TO BE COORDINATED WITH THE CONTRACTING OFFICER PRIOR TO DRILLING.

AutoCAD SHX Text 1 " HDPE DRAIN LINE 12" HDPE DRAIN LINE FROM PUMPHOUSE TO EX-SSMH (1) - SEE PROFILE SHEET C2.2

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DIRECTIONALLY DRILL NEAR CISTERN AND GARAGE (BORE 1)

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EXISTING MECHANICAL ROOM. FOR WORK IN THIS AREA SEE SHEETS C4.0 & C4.1 & DETAIL

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ABANDONED ANTENNA

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CP-1

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CP-3

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CP-4

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CP-5

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CP-6

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CP-7

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CP-8

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STA. 1+04 27° DEFLECTION

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WORK AREA FOR DIRECTIONAL DRILL RIG

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STA. 2+01 90° BEND

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STA. 4+30 90° BEND

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STA. 1+60 62° DEFLECTION

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EFFLUENT LINE SHALL BE PLACED A MINIMUM OF 1' NORTH OF PROPERTY LINE

AutoCAD SHX Text REMOVE AND RESET EXISTING PROPERTY PIN(S) AS NECESSARY FOR CONSTRUCTION (ANY DISTURBED PROPERTY PINS SHALL BE RESET BY REGISTERED LAND SURVEYOR) (TYP.)

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EFFLUENT LINE SHALL BE PLACED 1' EAST OF PROPERTY LINE

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NEW ELECTRIC LINE. SEE ELECTRICAL DRAWINGS.

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ALL EXCAVATIONS UNDER SECURITY FENCE MUST BE BACKFILLED BY NIGHTFALL

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#12 TRACER WIRE FROM NEW WATER SUPPLY WELL TO PUMP HOUSE

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#12 TRACER WIRE FROM PUMP HOUSE TO STA. 4+35

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DRILL RIG

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SUPPORT TRUCK

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EP&T

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EX-SSMH (1) STA: 6+21.49 RIM:3669.91 INV IN: 3663.91 INV OUT: 3663.61

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GARAGE

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DIRECTIONALLY UNDER SECURITY FENCE (BORE 2)

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STA: 6+15.49, CURB STOP

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WORK AREA FOR DIRECTIONAL DRILL RIG

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PJK

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MMJ

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ACAD-16-161-C2.0-MODEL

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WELL LAYOUT LOCATIONS @ E-01

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AS SHOWN

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REPAIR MAF E-01 DOMESTIC WATER WELL

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NZAS 16-6006

AutoCAD SHX Text 9/7/17

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WJD

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FA4626-19-R-A011

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SEE DETAIL

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PUMPHOUSE

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1. ALL UTILITY LINE LOCATIONS WERE PROVIDED BY THE US ALL UTILITY LINE LOCATIONS WERE PROVIDED BY THE US GOVERNMENT AND HAVE NOT BEEN LOCATED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING PRIOR TO CONSTRUCTION. 2. VERIFY SANITARY SEWER LOCATION AND DEPTH BEFORE VERIFY SANITARY SEWER LOCATION AND DEPTH BEFORE ORDERING NEW MANHOLE. 3. SOFT DIG PROCEDURES ARE REQUIRED WITHIN 5 FEET OF SOFT DIG PROCEDURES ARE REQUIRED WITHIN 5 FEET OF THE BUILDINGS, RVA-G LINES, UHF LINES AND ALL OTHER UTILITY LINES. 4. HISTORICALLY, DURING EXCAVATION SAND BEDDING HISTORICALLY, DURING EXCAVATION SAND BEDDING INDICATES THAT CONDUITS OR WIRING ARE NEAR BY (CAUTION). 5. THERE SHALL BE NO SITE EXCAVATED MUD PITS. THERE SHALL BE NO SITE EXCAVATED MUD PITS. 6. BENTONITE CLAY, OR NEAT CEMENT GROUT SHALL BE BENTONITE CLAY, OR NEAT CEMENT GROUT SHALL BE USED TO FILL BORE HOLES AFTER PUMP SYSTEM REMOVAL. 7. FIELD VERIFY EXISTING SEWER PIPING LAYOUT IN VICINITY FIELD VERIFY EXISTING SEWER PIPING LAYOUT IN VICINITY OF SURVEYED VALVE AND CLEANOUT. INSTALL NEW SSMH TO ALIGN WITH EFFLUENT LINE AND DOWNSTREAM SECTION OF EXISTING SANITARY SEWER LINE. EXPOSE MINIMUM 5 FEET OF EXISTING SANITARY SEWER LINE UPSTREAM AND MINIMUM 5 FEET DOWNSTREAM OF NEW SSMH. ELIMINATE EXISTING FITTINGS. PROVIDE SWEEP OR BEND AS 18 BEND AS NEEDED TO ALIGN UPSTREAM SANITARY SEWER LINE WITH NEW SSMH.

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1. THE CONTRACTOR SHALL REPLACE ASPHALT, SIDEWALKS, THE CONTRACTOR SHALL REPLACE ASPHALT, SIDEWALKS, CURBS, AND OTHER SITE AMENITIES DISTURBED DURING CONSTRUCTION. 2. ALL DISTURBED SURFACES NOT COVERED WITH A HARD ALL DISTURBED SURFACES NOT COVERED WITH A HARD SURFACE (ROCK, MULCH, CONCRETE OR ASPHALT) SHALL BE REGRADED, TOPSOILED, AND SEEDED.

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1. EFFLUENT LINE SHALL BE ROUTED DIRECTLY AWAY EFFLUENT LINE SHALL BE ROUTED DIRECTLY AWAY FROM PUMP HOUSE TO A POINT NOT LESS THAN 20 HORIZONTAL FEET FROM EXTERIOR WALL, AND SHALL THEN MAINTAIN AT LEAST 20 FEET SEPARATION TO PUMP HOUSE WALLS. 2. NEW WELLS OUTSIDE THE PERIMETER FENCE SHALL BE NEW WELLS OUTSIDE THE PERIMETER FENCE SHALL BE LOCATED AT LEAST 10 HORIZONTAL FEET FROM THE PERIMETER FENCE, AND 5 HORIZONTAL FEET FROM THE PROPERTY LINE. EQUIPMENT SHALL BE ORIENTED SUCH THAT NO PART OF THE EQUIPMENT IS CLOSER THAN 10 FEET FROM THE PERIMETER FENCE. TRENCHED LINES OUTSIDE OF THE FENCE SHALL MAINTAIN THE SAME 10' SEPARATION FROM FENCE AND 5' SEPARATION FROM PROPERTY LINE. NECESSARY TRENCHING CROSSING OR PARALLEL TO THE PERIMETER FENCE WITHIN NOTED AREA SHALL BE APPROVED BY THE CONTRACTING OFFICER. 3. ANY TRENCHING CROSSING THE PERIMETER FENCE ANY TRENCHING CROSSING THE PERIMETER FENCE SHALL BE BACK FILLED THE SAME DAY.

1. MAINTAIN MINIMUM 6.5' COVER WHEREVER POSSIBLE. MAINTAIN MINIMUM 6.5' COVER WHEREVER POSSIBLE. INSTALL 2" RIGID FOAM BOARD INSULATION FOR EVERY FOOT LESS THAN 6.5' IN LOCATIONS WITH DEFICIENT COVER.

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2+00

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

EXISTING UTILITY AND

EXCAVATION NOTES

SURFACE RESTORATION

GENERAL NOTES

EFFLUENT ROUTING

NOTES

Attachment 4 SOL# FA4626-20-R-0006

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EXISTING WELL TO BE ABANDONED

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6' WORKING AREA FOR SUPPORT TRUCK

AutoCAD SHX Text NEW WATER SUPPLY WELL LOCATION NEEDS TO BE COORDINATED WITH THE CONTRACTING OFFICER PRIOR TO DRILLING

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DRILL RIG

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SUPPORT TRUCK

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WORKING AREA FOR DIRECTIONAL DRILL RIG

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±50 L.F. OF NEW 114" HDPE RAW WATER FROM NEW WELL TO PUMPHOUSE (6.5' MIN. COVER)

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6' WORKING AREA AROUND RIG FOR DRILL RIG AND WELL INSTALLATION

AutoCAD SHX Text SECURITY FENCE NOT TO BE DISTURBED DURING CONSTRUCTION EXCEPT NORTHEAST CORNER AS SHOWN

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DIRECTIONALLY DRILL NEAR CISTERN AND GARAGE (BORE 1)

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STA. 1+04 27° BEND

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STA. 2+01 90° BEND

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STA. 1+60 62° BEND

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EFFLUENT LINE SHALL BE PLACED A MINIMUM OF 1' NORTH OF PROPERTY LINE

AutoCAD SHX Text REMOVE AND RESET EXISTING PROPERTY PIN(S) AS NECESSARY FOR CONSTRUCTION (ANY DISTURBED PROPERTY PINS SHALL BE RESET BY REGISTERED LAND SURVEYOR) (TYP.)

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EFFLUENT LINE SHALL BE PLACED 1' EAST OF PROPERTY LINE

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NEW ELECTRIC LINE. SEE ELECTRICAL DRAWINGS

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PUMPHOUSE

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EP&T

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PJK

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MMJ

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ACAD-16-161-C2.1-MODEL

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EXPANDED LAYOUT VIEW

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ATTACHMENT:

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FA4626-19-R-A011

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AS SHOWN

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REPAIR MAF E-01 DOMESTIC WATER WELL

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NZAS 16-6006

AutoCAD SHX Text 9/7/17

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WJD

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SEE DETAILS AND

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C3.1

MAF "E-01" EFFLUENT WATER LINE PROFILE

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

MAF "E-01" RAW WATER FROM WELL PROFILE

Attachment 4

SOL# FA4626-20-R-0006

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EXISTING GROUND

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STA. 1+00 TO STA. 6+21.49 INSTALL 521.5 L.F. 1 " HDPE PIPE12" HDPE PIPE

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1+00, ENTER PUMPHOUSE SEE DETAIL 1/C4.1

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EXISTING FENCE

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EXISTING WATER CISTERN

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1+04, BEND

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1+60, BEND

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2+01, BEND & END OPEN CUT BEGIN DIRECTIONAL DRILL - BORE 1

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EXISTING FENCE

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4+35, BEND END DIRECTIONAL DRILL - BORE 1 BEGIN DIRECTIONAL DRILL - BORE 2

AutoCAD SHX Text NOTE: ALL UTILITY : ALL UTILITY LOCATIONS SHOWN BASED UPON BEST AVAILABLE INFORMATION. CONTRACTOR TO FIELD VERIFY ALL DEPTHS AND HORIZONTAL LOCATIONS

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EXISTING FENCE

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EXISTING FENCE

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GARAGE BEYOND

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EXISTING SSMH-1

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ABANDONED

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SEWER

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GRND

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RVA

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A-RAM

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A-RAM

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EXISTING TANK ADJACENT TO BORE

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STA: 6+21.49

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RIM: 3669.91

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INV IN: 3663.91

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INV IN: 3664.41 NEW EFFLUENT LINE

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INV OUT: 3663.61

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5+91.49, END DIRECTIONAL DRILL BORE 2 BEGIN OPEN CUT

AutoCAD SHX Text STA: 6+22, CORE 4" HOLE INSTALL PIPE AND GROUT AT INVERT ELEVATION 3664.41 SEE DETAIL 4/C3.1

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STA: 6+15.49, CURB STOP

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INSULATE WHERE LESS THAN 6.5' COVER IS PRESENT SEE DETAIL

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EXISTING GROUND

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EXISTING FENCE

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GRND

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RVA

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A-RAM

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STA. 0+48.4 CONNECT TO WELL EL=3664.26

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STA. 1+00 PUMP HOUSE ENTRY EL=3665.68 SEE DETAIL 4/C3.3

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PJK

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MMJ

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ACAD-16-161-C2.2-MODEL

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EFFLUENT WATER LINE PROFILE

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ATTACHMENT:

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FA4626-19-R-A011

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AS SHOWN

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REPAIR MAF E-01 DOMESTIC WATER WELL

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NZAS 16-6006

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WJD

DIRECTIONALLY DRILL - BORE 2

PITLESS UNIT DETAIL 7

C3.0

PROTECTIVE WELL ENCLOSURE DETAIL 3

C3.0

TYPICAL TRENCH DETAIL 1

WELL DROP PIPE COUPLING DETAIL 6

ABOVE GROUND WELL DETAIL 5

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

WATER SUPPLY WELL DETAIL 4

C3.0

ROOF SCUTTLE ACCESS DETAIL 9

C3.0

SINGLE PIPE TRENCH DETAIL 2

C3.0

WATER SUPPLY WELL DETAIL 8

C3.0

NEW WATER SUPPLY WELL

Attachment 4

SOL#

FA4626-20-R-0006

AutoCAD SHX Text 12" OUTER WELL CASING SHALL EXTEND 1'± ABOVE GROUNDSURFACE. PAINT ABOVE GROUND CASING DARK BROWN TO MATCH BOLLARDS

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FINISHED GROUND

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1" CONDUIT TO PROTECT GROUND WIRE, MIN 24" BURY

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GROUT BETWEEN INNER AND OUTER (SURFACE) CASINGS, SLOPE SHOULDER FOR DRAINAGE

AutoCAD SHX Text 8" DIAMETER INNER CASING. 2'-3' ABOVE GROUND. PAINT ABOVE GROUND CASING AND CAP DARK BROWN TO MATCH BOLLARDS

AutoCAD SHX Text WELL CAPS: REFER TO SPECIFICATION SECTIONS 31 21 00 FOR THE WATER SUPPLY WELL AND 33 34 00 FOR THE INJECTION WELL. THE WELL CAP MUST ACCOMMODATE A MINIMUM 1" DIAMETER PIPE NIPPLE AND PADLOCK

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GROUNDING JUMPER (SEE ELECTRICAL FOR JUMPER)

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CONDUIT SHALL CONTINUE BELOW GRADE, SEE DETAILS 1/E2.1 AND 3/E2.1

AutoCAD SHX Text NOTE: 1. CONDUIT SHOWN IS FOR INJECTION WELL (SINGLE GROUND). SEE DETAIL CONDUIT SHOWN IS FOR INJECTION WELL (SINGLE GROUND). SEE DETAIL 3/E2.1 FOR ADDITIONAL CONDUIT REQUIRED FOR WATER SUPPLY WELL.

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TRACER WIRE BOX ACCESS SEE DETAILS 1/E2.1 AND 3/E2.1

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20' MIN. TAIL PIPE

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SHALE TRAP IF USING PREPACKED SCREEN

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WELL SCREEN; (SEE NOTE 1 THIS DETAIL)

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SUBMERSIBLE PUMP

AutoCAD SHX Text 1 " SCHEDULE 120 THREADED PVC 14" SCHEDULE 120 THREADED PVC DROP PIPE; SEE DETAIL 6/C3.0

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PITLESS UNIT CONNECTION

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INNER AND OUTER CENTRALIZERS @ 20' INTERVALS

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FULL PENETRATION WELDED 8" DIAMETER A53 STEEL CASING

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TORQUE ARRESTOR

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FINISHED GROUND

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GROUND WIRES

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TO PUMP HOUSE

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1 " HDPE 14" HDPE DISCHARGE PIPE

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SEE DETAIL 5/C3.0 FOR ABOVE GROUND WELL DETAILING

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TO PUMP HOUSE

AutoCAD SHX Text REFER TO SPECIFICATION SECTION 33 21 00, SUB SECTION 2.2B FOR SPECIFIC SITE REQUIREMENTS

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12" DIAMETER OUTER CASING GROUTED INTO FORMATION

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TO PUMP HOUSE

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POWER WIRES

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ANCHOR RING FOR NEW CONCRETE INSTALLATION

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CONCRETE ANCHOR BOLT (TYP. OF 3)

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S.S. LOCK PINS (TYP. OF 2)

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SHIELDED LOCK KEYED ALIKE (TYP. OF 2)

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NO SCALE

AutoCAD SHX Text NOTE: 1. ONLY FOR WELLS LOCATED OUTSIDE SECURITY FENCE.ONLY FOR WELLS LOCATED OUTSIDE SECURITY FENCE.

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PJK

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MMJ

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ACAD-16-161-C3.0-MODEL

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SECTIONS AND DETAILS

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MIN.

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MIN. TRENCH WIDTH=3.5'

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EXISTING PAVEMENT SURFACE

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SUBGRADE OR GROUND SURFACE

AutoCAD SHX Text VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S.H.A. REGULATIONS TYPE 2 EXC.

AutoCAD SHX Text NOTE: : WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3" FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. REPLACE PAVEMENT WITH CONCRETE

AutoCAD SHX Text SLOPING, BENCHING, AND/OR SUPPORT SYSTEM IN THIS AREA TO CONFORM TO O.S.H.A. REGULATIONS

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BACKSLOPE AS SPECIFIED TO CONFORM TO O.S.H.A. REGULATIONS TYPE 1 EXC.

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TYPE "A" OR "B" TRENCH BACKFILL

AutoCAD SHX Text BEDDING SAND MATERIAL PLACED IN 6" LAYERS & COMPACTED AS SPECIFIED IN SECTION 31 23 33

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TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION

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SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS, SEC. 1926, SUBPART P

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NOT TO SCALE

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THREADED PVC DROP PIPE

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STAINLESS STEEL COUPLER

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DETECTABLE (TRACEABLE) METALLIC WARNING TAPE AND TRACER WIRE 12" MAX. DEPTH

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THREADED PVC DROP PIPE

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AS SHOWN

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REPAIR MAF E-01 DOMESTIC WATER WELL

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NZAS 16-6006

AutoCAD SHX Text 9/7/17

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WJD

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FA4626-19-R-A011

AutoCAD SHX Text NOTES: 1. 304 STAINLESS STEEL, 0.010 WIDE (10-MIL) SLOT, WOUND SCREEN. GRAVEL PACK 304 STAINLESS STEEL, 0.010 WIDE (10-MIL) SLOT, WOUND SCREEN. GRAVEL PACK 2. DEPTHS WILL BE DEPENDENT ON FORMATIONS AS DETERMINED IN THE FIELD. DEPTHS WILL BE DEPENDENT ON FORMATIONS AS DETERMINED IN THE FIELD. REFER TO DETAIL 7/3.0 FOR ESTIMATED WELL DEPTHS AND SCREEN INTERVALS. 3. BOTH CASING AND DROP PIPE TO HAVE CENTRALIZERS AT 20' INTERVALS. BOTH CASING AND DROP PIPE TO HAVE CENTRALIZERS AT 20' INTERVALS. 4. DROP PIPE TO HAVE CHECK VALVES AT 200' INTERVALS DROP PIPE TO HAVE CHECK VALVES AT 200' INTERVALS 5. WELL POWER TO BE RUN WITH MINIMUM 3' SEPARATION FROM PUMP DISCHARGE WELL POWER TO BE RUN WITH MINIMUM 3' SEPARATION FROM PUMP DISCHARGE PIPE. GROUND WIRE MAY BE RUN IN SAME TRENCH. BUT SEPARATION IS PREFERRED. 6. SEE SPECIFICATION 33 21 00 FOR FILTER MEDIA REQUIREMENTS. SEE SPECIFICATION 33 21 00 FOR FILTER MEDIA REQUIREMENTS.

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NOT TO SCALE

AutoCAD SHX Text 12"

AutoCAD SHX Text TWO PIPES TYPICAL FROM NEW WATER SUPPLY WELL TO PUMP HOUSE. ONE PIPE TYPICAL FOR OTHER LOCATIONS. CENTER PIPE(S) IN TRENCH.

AutoCAD SHX Text NOTES: 1. THE DRILLING CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THE ROOF THE DRILLING CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THE ROOF SCUTTLE TO GAIN ACCESS TO THE EXISTING WELL. UPON COMPLETION OF WELL DEVELOPMENT, THE ROOF SCUTTLE SHALL BE RETURNED TO ITS ORIGINAL POSITION AND CONDITION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO MOVE AND REROUTE ANY THE CONTRACTOR SHALL BE RESPONSIBLE TO MOVE AND REROUTE ANY INTERFERING UTILITY LINES, CONDUITS, OR BRACING FOR WELL PUMP REMOVAL AND WELL ABANDONMENT.

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NOT TO SCALE

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NOTE: : TRACER WIRE SHALL BE INSTALLED WITH ALL NON-METALLIC PIPE.

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GROUND WIRES TO BE PLACED IN SAME TRENCH AS WATER SUPPLY LINES

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14 GAUGE TRACER WIRE

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THE BORED PIPE SHALL INCLUDE A #12 TRACER WIRE PULLED IN WITH THE PIPE.

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NOT TO SCALE

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MIN.

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MIN. TRENCH WIDTH=3.5'

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SUBGRADE OR GROUND SURFACE

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VERTICAL TRENCH WALLS WITH SHORING TYPE 2 EXC.

AutoCAD SHX Text SLOPING, BENCHING, AND/OR SUPPORT SYSTEM IN THIS AREA TO CONFORM TO O.S.H.A. REGULATIONS

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BACKSLOPE AS TYPE 1 EXC.

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TYPE "A" OR "B" TRENCH BACKFILL

AutoCAD SHX Text BEDDING SAND MATERIAL PLACED IN 6" LAYERS & COMPACTED AS SPECIFIED IN SECTION 31 23 33

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TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION

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SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS, SEC. 1926, SUBPART P

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DETECTABLE (TRACEABLE) METALLIC WARNING TAPE 12" MAX. DEPTH

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IF BORED, PIPE SHALL INCLUDE A #12 TRACER WIRE PULLED IN WITH THE PIPE.

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DIAMETER VARIES SEE PROPOSED SITE LAYOUT SHEETS

AutoCAD SHX Text EXISTING PAVEMENT SURFACE, REPLACE REMOVED PAVEMENT WITH IDENTICAL SECTION UNLESS OTHERWISE APPROVED BY GOVERNMENT.

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NOTE: WELL POWER TO BE RUN SEPARATELY IN INDEPENDENT TRENCH. SEE DETAIL

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NOTE: : TRACER WIRE SHALL BE INSTALLED WITH ALL NON-METALLIC PIPE.

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BEDDING TO 6" OVER PIPE

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12 GAUGE TRACER WIRE TO BE PLACED 12" OVER PIPE.

AutoCAD SHX Text GROUND WIRE TO BE PLACED ON TOP OF BEDDING IN SAME TRENCH AS WATER SUPPLY AND EFFLUENT LINES.

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CENTER PIPE IN TRENCH

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NOT TO SCALE

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MAF

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ESTIMATED WELL DEPTHS

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INTERVAL SCREENED

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SCREEN LENGTH

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ESTIMATED WELL DEPTH

AutoCAD SHX Text E-01

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FORMATION DESCRIPTION

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JUDITH BASIN

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FROM

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SCREEN TO USE

JOHNSON No. 7 EVERDUR

SANITARY SEWER MANHOLE DETAIL 4

C3.1

BOLLARD DETAIL 2

C3.1

TYPICAL WELL PROTECTION DETAIL 1

C3.1

TRENCH INSULATION DETAIL 6

C3.1

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

POINT-OF-USE RO SYSTEM DETAIL 5

C3.1

DEMO EXISTING

Attachment 4 SOL# FA4626-20-R-0006

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AutoCAD SHX Text 6"

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SEE NOTE 2

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1-1/2" HDPE

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SLOPE TO MANHOLE

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NOT TO SCALE

AutoCAD SHX Text NOTE: 1. IF PIPE BURY DEPTH (NEW OR EXISTING) IS LESS THAN 6.5' BELOW GROUND, IF PIPE BURY DEPTH (NEW OR EXISTING) IS LESS THAN 6.5' BELOW GROUND, INSTALL 2" RIGID FOAM INSULATION FOR EVERY FOOT LESS THAN 6.5' COVER. 2. RIGID FOAM BOARD MIN 4' WIDE CENTERED OVER PIPE TO MIN. 10' FROM RIGID FOAM BOARD MIN 4' WIDE CENTERED OVER PIPE TO MIN. 10' FROM MANHOLE. ALL JOINTS IN FOAM MUST BE TRANSVERSE TO PIPE AND ALTERNATE. TAPE JOINTS.

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PSX BOOT

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FINISH GRADE

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TRACER WIRE ACCESS BOX SEE DETAIL

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AutoCAD SHX Text C3.3

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CONCRETE

AutoCAD SHX Text 6" SCHEDULE 40 STEELPIPE FILLED WITH CONCRETE. PAINT DARK BROWN TO MATCH SIMILAR ON SITE; PAINT IN SHOP PRIOR TO INSTALLATION AND TOUCH-UP IN FIELD AS NEEDED

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NOT TO SCALE

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NEW WELL LOCATION

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3 BOLLARDS, SEE DETAIL 3/C3.0

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NOT TO SCALE

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EXISTING FENCE

AutoCAD SHX Text ANGLE VARIES. MINIMUM 9" CLEARANCE BETWEEN WATER OR EFFLUENT WATER LINE AND BOLLARD.

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RETAIN EXISTING CARBON FILTER

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SALVAGE EXISTING RO SYSTEM AND RETURN TO OWNER

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UTILITY PIPE

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BACKFILL MATERIAL

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EXISTING GROUND

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2" THICK RIGID INSULATION BOARD PER FOOT LESS THAN 6 ' COVER 12' COVER PRESENT

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PIPE BEDDING MATERIAL

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NOT TO SCALE

AutoCAD SHX Text NOTES: 1. MAINTAIN 2' MINIMUM FROM EDGE OF INSULATION TO CENTER LINE OF PIPE. MAINTAIN 2' MINIMUM FROM EDGE OF INSULATION TO CENTER LINE OF PIPE. 2. RIGID FOAM BOARD MIN. 4' WIDE CENTERED OVER PIPE. ALL JOINTS IN FOAM RIGID FOAM BOARD MIN. 4' WIDE CENTERED OVER PIPE. ALL JOINTS IN FOAM BOARD MUST BE TRANSVERSE TO PIPE AND ALTERNATE. INSTALL 2" RIGID FOAM BOARD INSULATION FOR EVERY FOOT LESS THAN 6 ' COVER. TAPE JOINTS.12' COVER. TAPE JOINTS.

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MJO

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MMJ

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ACAD-16-161-C3.1-MODEL

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SECTIONS AND DETAILS

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ATTACHMENT:

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REV.

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DATE

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DESCRIPTION

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DRAWN

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APPR'D

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DRAWN BY

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REVIEWED BY

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SCALE

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DATE

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PLATE

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PAGE

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PROJECT NUMBERS

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ACAD DRAWING NUMBER

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RECORD FILE NUMBER

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AS SHOWN

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REPAIR MAF E-01 DOMESTIC WATER WELL

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NZAS 16-6006

AutoCAD SHX Text 9/7/17

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WJD

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FA4626-19-R-A011

NOTE: 1. DEMO ALL UNNECESSARY PIPING BETWEEN CARBON FILTER AND RO SYSTEM INSIDE DEMO ALL UNNECESSARY PIPING BETWEEN CARBON FILTER AND RO SYSTEM INSIDE MECHANICAL ROOM. PLUG/CAP ALL OPEN PIPING REMAINING AFTER DEMO. RECONNECT CARBON FILTER SYSTEM, INCLUDING ANY NECESSARY PIPING, FITTING AND VALVES, TO EXISTING WATER LINE BEYOND RO CONNECTION.

C3.2

SKID PACKAGE DETAIL 1

C3.2

SECTION

C3.2

A SECTION

C3.2

TYPICAL SAMPLE TAP DETAIL 2

C3.2

FRONT ELEVATION VIEW

SIDE ELEVATION VIEW

HYPOCHLORITE TANK DETAIL 4

C3.2

PLAN VIEW

ELEVATION VIEW

HOSE BIB DETAIL 3

C3.2

FRONT ELEVATION VIEW

SIDE ELEVATION VIEW

SAMPLE TAP DETAIL 5

C3.2

TANK VENT DETAIL 6

C3.2

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

Attachment 4

SOL# FA4626-20-R-0006

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EFFLUENT TANK

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RO UNIT

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CARBON FILTER

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ZEOLITE FILTER

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CALCITE SYSTEM SYSTEM (BEYOND)

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CALCITE SYSTEM

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ZEOLITE FILTER, CARBON FILTER AND EFFLUENT TANK BEHIND RO UNIT

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RO UNIT

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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LIFTING SLOTS (BOTH SIDES)

AutoCAD SHX Text W8x15 STAINLESS STEEL (SS) FRAME (BOLT OR WELD PER SPECIFICATION SECTION 05 05 23)

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PLATE - " 14" STAINLESS STEEL (SS) 304/306/316

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LIFTING SLOTS (BOTH ENDS)

AutoCAD SHX Text 14"x6"x3 " STAINLESS 12" STAINLESS STEEL SHEAR TAB (TYP.)

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STORAGE TANK

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STORAGE TANK

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ANTISCALANT TANK AND FEED LINE (BEYOND)

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RO UNIT

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CARBON FILTER

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CALCITE SYSTEM

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ZEOLITE FILTER

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EFFLUENT TANK

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PG-4

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PG-3

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PG-2

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STORAGE TANK

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ANTISCALANT TANK AND FEED LINE

AutoCAD SHX Text NOTE: : TYPICAL SKID PACKAGE SHOWN. FEATURES WILL VARY AT EACH MAF. SEE SHEET C5.0

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SEE SKID PACKAGE NOTE 6

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SEE NOTE 6

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SEE SHEET C3.4 FOR EFFLUENT TANK SCHEDULE

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WATER LEVEL TRANSDUCER

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PENETRATION INTO STORAGE TANK FOR WATER LEVEL TRANSDUCER AND ASSOCIATED PIPING

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RO SUPPLY PUMP

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SKID

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OVERFLOW LINE

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STORAGE TANK VENT W/ SCREEN

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EFFLUENT TANK OVERFLOW

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RO SUPPLY PUMP

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ISOLATION VALVE

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STORAGE TANK OVERFLOW

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EFFLUENT PUMP

AutoCAD SHX Text 34" PEX x " THREADED 12" THREADED FEMALE DROP EAR ELBOW SECURED TO EXISTING WALL STUDS W/STAINLESS STEEL HEX HEAD SCREWS. WHERE WALL STUDS NOT AVAILABLE, CONTRACTOR SHALL PROVIDE PEDESTAL OR SUPPORTS. SKID SHALL PROVIDE SUPPORT FOR SAMPLE TAP.

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34" PEX

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1 " PEX14" PEX

AutoCAD SHX Text 1 "x1 "x " BRASS 14"x1 "x " BRASS 14"x " BRASS 34" BRASS PEX TEE

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12" BALL VALVE

AutoCAD SHX Text 12"x " BRASS 14" BRASS TEE

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12" SMOOTH NOSE SAMPLE TAP

AutoCAD SHX Text 12"x1" BRASS NIPPLE

AutoCAD SHX Text 14"x3" BRASS NIPPLE

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14" BRASS COUPLING

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PRESSURE GAUGE

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NOT TO SCALE

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MOUNT TO WALL PER MANUFACTURER REQUIREMENTS

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CONNECT TO 34" SCH. 80PVC PIPE

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CONNECT TO 34" SCH. 80 PVC PIPE

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INTAKE FROM CONCENTRATE CONTAINER

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30 GAL HIGH DENSITY LINEAR POLYETHYLENE TANK WITH 5 GAL INDICATION MARKS

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MINIMUM 6" LID TO ADD HYPOCHLORITE

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CHLORINATION INJECTOR INTAKE (TO BE PROVIDED BY MANUFACTURER)

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90° 34" PVC ELBOW

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PEX-PVC COUPLING

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34" BALL VALVE

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1 " INSULATED PEX14" INSULATED PEX

AutoCAD SHX Text 1 "x1 "x " PVC TEE14"x1 "x " PVC TEE14"x " PVC TEE34" PVC TEE

AutoCAD SHX Text CONNECT TO 30 GAL HDLPE TANK. TERMINATE AND SECURE AFTER PENETRATING TANK LID. TERMINATE 1" BELOW TANK LID

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NOT TO SCALE

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CHLORINATION INJECTOR

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1 " PVC14" PVC

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SEAL PIPE PENETRATIONS INTO TANK

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FINISHED WATER

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HOSE BIB

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NOT TO SCALE

AutoCAD SHX Text HOSE BIB NOTE: 1. " PEX x " THREADED FEMALE DROP EAR ELBOW SECURED TO EXISTING 34" PEX x " THREADED FEMALE…

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File details come from the government source that posted it. Updated Nov 27, 2019.