4B_DRAWINGS - Service Lines BLDG 1464.pdf

PDF 2 MB Posted

Attached to
High Temperature Hot Water System Repair Federal contract opportunity
Solicitation number
FA462624R0009
Issued by
Department of the Air Force Global Strike Command

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Written by GovTribe AI ·

This document is an attachment containing technical drawings and specifications for the High Temperature Hot Water (HTHW) System Repair project at Malmstrom Air Force Base in Montana. The drawings provide details on HTHW piping, valves, manholes, and related infrastructure that require repair or replacement. The project involves excavating, repairing, and/or replacing HTHW service lines, distribution lines, sump pumps, and valves. The work is being procured under an IDIQ contract with a 5-year ordering period, and is a 100% small business set-aside under NAICS code 238220. The total aggregate value of the contract shall not exceed $4,999,999.99.

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ATTACHMENT 4

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ENVIRONMENTAL ENGINEER

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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MAINTENANCE ENGINEERING

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CHIEF ENGINEER

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PROJECT ENGINEER

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BASE CIVIL ENGINEER

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OFFICE

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FIRE CHIEF

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DATE

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CE OPERATIONS

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OFFICE

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SAFETY

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DATE

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OFFICE

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DATE

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SIGNATURE

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DRAWN BY

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PROJECT NUMBER

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PLATE

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OF

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NZAS 24-0018

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HTHW SERVICE LINES REPLACEMENT

AutoCAD SHX Text C1.1 COVER SHEET COVER SHEET C1.2 LEGEND, ABBREVIATION, NOTES & SCHEDULES LEGEND, ABBREVIATION, NOTES & SCHEDULES C2.1 HTHW DISTRIBUTION MAP HTHW DISTRIBUTION MAP M5.1 BUILDING 1464 M16.1 HTHW DETAILS HTHW DETAILS M17.1 HTHW DETAILS HTHW DETAILS M17.2 HTHW DETAILS HTHW DETAILS M17.3 MANHOLE DETAILS MANHOLE DETAILS M17.4 MANHOLE DETAILS MANHOLE DETAILS M17.5 FORCE PROTECTION, DRAINAGE, & CMU FORCE PROTECTION, DRAINAGE, & CMU WALL DETAILS

AutoCAD SHX Text The contractor shall be responsible for protecting, repairing, and performance testing of all automatic sprinkler systems in the vicinity of excavation. Provide temporary irrigation when automatic sprinkler system is disconnected.

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AutoCAD SHX Text Areas disturbed by construction activities shall be restored to their original condition or better.

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AutoCAD SHX Text All excavations left open overnight shall be protected by continuous fencing and flashing barricades.

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AutoCAD SHX Text Obtain work clearance request form, all permit signatures and utility locates prior to excavation. All underground utilities shown are representative only. The contractor shall obtain a digging permit (AF Form 103) from Base Construction Management and shall be responsible for completed form with signatures and securing the location of all utilities before beginning excavation. The contractor shall remove all utility flags after excavation of that portion is complete.

AutoCAD SHX Text Take care not to damage any of the Base's property, finished surfaces, products, furnishings or other materials. Any and all items damaged shall be repaired or replaced to the satisfaction of the Government at no expense to the Government.

AutoCAD SHX Text All surfaces in remodeled areas damaged during remodeling or construction processes are to be patched flush with existing. Match existing adjacent finish, or apply new finish as noted.

AutoCAD SHX Text The Contractor is responsible for patching all holes or damage encountered in work done by himself or any other trade or contractor.

AutoCAD SHX Text The Contractor shall minimize disruptions to occupied areas due to noise, odor, smoke, vibrations, etc. Common areas shall be kept free of dust, debris, construction materials, etc., at all times.

AutoCAD SHX Text The Contractor is responsible for security in those areas associated with this work.

AutoCAD SHX Text The Contractor shall take all necessary precautions to ensure the safety of the occupants and workers at all times.

AutoCAD SHX Text Coordinate downtime of all equipment, systems, and utilities in advance with the Contracting Officer. Make prior arrangements when work involves access into occupied areas. Hold all downtimes to an absolute minimum and provide temporary connections, rerouting, tie-ins, etc., to maintain functions required for the facility's normal operation.

AutoCAD SHX Text Maintain clear access ways for continual operation and emergency egress. Coordinate traffic disruptions and road blockages with Base Construction Management.

AutoCAD SHX Text All work shall be applied and installed in accordance with the manufacturer's latest specifications or requirements.

AutoCAD SHX Text Contractor shall field verify all existing conditions, dimensions, etc., and notify the Contracting Officer of any and all discrepancies prior to proceeding with the work.

AutoCAD SHX Text All construction shall comply with applicable codes, ordinances, standards and regulations.

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PLATE NUMBER

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DESCRIPTION

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AT

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MONTANA

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NZAS 24-0018

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HTHW SERVICE LINES REPLACEMENT

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MALMSTROM AIR FORCE BASE

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NONE

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COVER SHEET

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302C1A8.DWG

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DJB

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PCM

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GPD

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ATTACHMENT 4

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ENVIRONMENTAL ENGINEER

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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MAINTENANCE ENGINEERING

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CHIEF ENGINEER

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PROJECT ENGINEER

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BASE CIVIL ENGINEER

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OFFICE

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FIRE CHIEF

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NZAS 24-0018

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HTHW SERVICE LINES REPLACEMENT

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3RD AVE. SO.

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1OTH AVE. SO.

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U.S. HWY. 87 & 89

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SECURITY

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POLICE

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FIRE DEPT.

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CONTRACTING (145)

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MISSOURI RIVER

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U.S. HWY. 87 & 89

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COMMERCIAL GATE

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MAIN GATE &

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2ND AVE. NO.

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BYPASS

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CLINIC (2040)

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EP

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MODE

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GODDARD AVE.

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FLIGHTLINE

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BASE

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5TH ST.

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ENGINEERING

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BASE CIVIL

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10TH AVE. NO.

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ROAD

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PERIMETER

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VISTOR CENTER

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MATOC #24-0005

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ENVIRONMENTAL ENGINEER

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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MAINTENANCE ENGINEERING

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CHIEF ENGINEER

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BASE CIVIL ENGINEER

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FIRE CHIEF

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NZAS 24-0018

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HTHW SERVICE LINES REPLACEMENT

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ATTACHMENT 4

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ENVIRONMENTAL ENGINEER

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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MAINTENANCE ENGINEERING

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CHIEF ENGINEER

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BASE CIVIL ENGINEER

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FIRE CHIEF

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COMMUNICATIONS

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HTHW SERVICE LINES REPLACEMENT

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GPD

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PCM

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JJK

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LEGEND, ABBREVIATIONS, NOTES, & SCHEDULES

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NONE

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GAS LINE

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WATER LINE, WITH VALVE & SIZE

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UNDERGROUND ELECTRICAL

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TELEPHONE POLE & AERIAL CABLE

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STORM SEWER LINE & MANHOLE

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STORM SEWER LINE & CATCH BASIN

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SANITARY SEWER LINE & MANHOLE

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DRAIN

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UNDERGROUND CONCRETE DUCT BANK

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CDB

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SDB

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ST 6"

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UNDERGROUND SAND (FLOWABLE FILL) DUCT BANK

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CULVERT

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EV

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STREET LIGHT ON POWERPOLE

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FIRE HYDRANT

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ELECTRIC VAULT

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AERIAL POLE LINE & GUY WIRE

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OVERHEAD POWER LINE

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COMMUNICATION JUNCTION BOX

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LIGHTPOLE

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TYPICAL

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TYP.

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POST INDICATOR VALVE

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VALVE STATION (W/ NUMBER)

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WITHOUT

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VS

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PIV

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WITH

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STAINLESS STEEL

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APPROXIMATE

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BOTTOM

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HIGH TEMPERATURE HOT WATER

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HIGH TEMP. HOT WATER SUPPLY & RETURN PIPING

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TEMPERATURE

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MANHOLE (W/ NUMBER)

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TEMP.

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MH

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HTHWS/R

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HTHW

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PLATE

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EA.

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BOT.

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APPROX.

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EACH

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ABBREVIATIONS

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TV

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UNDERGROUND FIBER OPTIC LINE

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DOMESTIC WATER

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UNDERGROUND TELEPHONE

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UTILITY LEGEND (CONT)

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CABLE TV

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LOW TEMP. HOT WATER SUPPLY & RETURN PIPING

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LTHWS/R

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LOW TEMPERATURE HOT WATER

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LTHW

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AFF

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ABOVE FINISHED FLOOR

AutoCAD SHX Text REMOVE AND REPLACE LANDSCAPING GRAVEL/MULCH, VEGETATION, AND IRRIGATION SYSTEMS, SEE DETAIL 4 PLATE M17.2. REMOVE AND REPLACE FORCE PROTECTION BARRIERS. SEE DETAIL 2 PLATE M17.5. REMOVE AND REPLACE WITH NEW TREES IN LOCATION AS COORDINATED WITH CONTRACTING OFFICER, AWAY FROM HTHW PIPING AND UNDER GROUND UTILITIES, SEE DETAIL 10 PLATE M17.2. REMOVE AND REPLACE LIGHT POLE, AND ASSOCIATED CONCRETE BASE, CONDUIT, AND BRANCH CIRCUIT. CUT AND PATCH CONCRETE PAD FOR INSTALLATION OF NEW HTHW SERVICE LINE. SEE DETAIL 4, M17.1. REMOVE CHILLED WATER SUPPLY/RETURN PIPING, POWER, AND CONTROL LINES TO ALLOW INSTALLATION OF NEW HTHW SERVICE LINE. RECONNECT ALL PIPING, POWER, AND CONTROL LINES AFTER NEW SERVICE LINE IS INSTALLED. . DISCONNECT HTHW LINES, CUT-OFF AND REMOVE ABOVE GRADE PORTION OF PIPE, CAP ENDS, AND ABANDON UNDERGROUND PORTION AT ENTRANCE AND LOCATION SHOWN ON PLANS OR VALVE STATION LOCATION AND ABANDONED PIPE IN PLACE. REMOVE SUMP PUMP, CABLE, AND CONTROLS. SAVE FOR REUSE IN NEW MANHOLE, MAINTAIN SUMP PUMP CONTROL PANEL, AND RECONNECT TO PUMP. REMOVE AND REPLACE AIR BLEED VALVES ON HTHW MAIN PIPING. VALVE SIZES AS NOTED. VALVES SHALL BE WELDED IN PLACE.

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SODDED AREAS WITH IRRIGATION

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GRASS SEED AREAS

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LANDSCAPE GRAVEL/MULCH AREA WITH VEGETATION AND IRRIGATION

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TREE

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SPRINKLER HEAD (TYPICAL)

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CHILLED WATER SYPPLY/RETURN

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CWS/R

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CHILLED WATER RETURN

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CWR

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CHILLED WATER SUPPLY

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CWS

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FIRE SUPRESSION

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FUEL LINE

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JT

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FUEL LINE

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FUEL

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STORM DRAIN

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ST

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SEWER

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UTILITY LEGEND

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SITE LEGEND

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CHAIN LINK FENCE

AutoCAD SHX Text EXISTING DIRECT BURY INSULATED PIPE SYSTEM IN SAME LOCATION AS NEW, TO BE REMOVED COMPLETELY. ALL EXPANSION LOOPS, ANCHOR PLATES, THRUST BLOCKS, CONDUIT DRAINS AND VENTS SHALL BE REMOVED. PREPARE BUILDING AND VALVE STATION PIPING FOR CONNECTION TO NEW. DIRECT BURY ENGINEERED PIPE SYSTEM SHALL BE SINGLE CONDUIT WITH SEPARATELY INSULATED SUPPLY AND RETURN CARRIER PIPES SIZE AS NOTED. EXPANSION LOOPS SHOWN ARE REPRESENTATIVE OF EXISTING SYSTEM. REQUIREMENTS AND LOCATIONS OF EXPANSION LOOPS FOR NEW SYSTEM MAY VARY. HTHW DIRECT BURY ENGINEERED PIPE SYSTEM SHALL BE DUAL CONDUIT WITH INSULATED SUPPLY AND RETURN CARRIER PIPES SIZE AS NOTED. EXPANSION LOOPS SHOWN ARE REPRESENTATIVE OF EXISTING SYSTEM. REQUIREMENTS AND LOCATIONS OF EXPANSION LOOPS FOR NEW SYSTEM MAY VARY. SEE DETAIL 8 PLATE M17.1. REMOVE AND REPLACE SECTION OF CMU SCREEN WALL, AND ASSOCIATED FOOTINGS SEE DETAIL 4 PLATE M17.5. REMOVE AND REPLACE VINYL SCREEN FENCE. REMOVE CHILLER/CONDENSING UNIT WITH ASSOCIATED PIPING, POWER AND CONTROL LINES TO ALLOW INSTALLATION OF NEW HTHW SERVICE LINE AND REMOVAL OF EXISTING SERVICE LINE. REINSTALL CHILLER/CONDENSING UNIT AND RECONNECT ALL PIPING, POWER AND CONTROL LINES AFTER NEW SERVICE LINE IS INSTALLED.

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SPECIFIC NOTES: (APPLY TO ALL 'M' SERIES PLATES UNLESS NOTED OTHERWISE)

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LIGHTING

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LTG

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POINT OF NEW CONNECTION

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PIPE UP

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LTHW S/R PIPING RUN UNDERGROUND DIRECT BURY

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HTHW SYSTEM SYMBOLS

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HTHW S/R PIPING RUN ABOVE GROUND

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HTHW S/R PIPING RUN UNDERGROUND IN CONCRETE TRENCH

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PIPE DOWN

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HTHW VALVE

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HTHW S/R PIPING RUN UNDERGROUND DIRECT BURY

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CABLE TV

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CATV

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TELEPHONE

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TEL

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USW

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US WEST (QWEST)

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FIBER OPTIC

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PEDESTAL

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PED

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BCE

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BASE CIVIL ENGINEER

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SCOPE EXCHANGE LINE(S)

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SC

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ABANDONED

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ABD

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MANHOLE SCHEDULE

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NOTES

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MANHOLE NUMBER

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REMOVE EXISTING

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CLEAN & RECONNECT DRAIN LINES BETWEEN MANHOLE & CONC. TRENCHES

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CLEAN & RECONNECT SUMP DRAIN LINE

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NEW SUMP DRAIN LINE

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NEW SUMP PUMP

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REMOVE AND REINSTALL EXISTING SUMP PUMP SYSTEM

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NEW PUMP ELECTRICAL SERVICE

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NEW HIGH WATER ALARM PANEL

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AutoCAD SHX Text NOTES: REMOVE AND REPLACE EXISTING MANHOLE, PIPING, AND VALVES, AS WELL AS, REMOVE AND REINSTALL EXISTING SUMP PUMP, LEVEL ALARM, AND ANY OTHER SUMP PUMP RELATED COMPONENTS.. SUMP PUMPS ARE BARNES SERIES EH-HT EH522-HT, AND LEVEL TRANSDUCER, AND ECHO PULSE LR-30. THESE COMPONENTS ARE NOT BEING REPLACED, BUT ARE REFERENCED FOR CONTRACTOR TO KNOW WHAT TO REMOVE AND REINSTALL. CONNECTING CONDUIT, WIRING, ETC IS NOT REFERENCED, IT IS CONSIDERED INCIDENTAL TO PROJECT COMPLETION FOR REMOVAL AND REINSTALLATION.

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302C1A8.DWG

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EX.

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EXISTING

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UNDERGROUND

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NOTES DO NOT APPLY TO PLATE M1.1 WHICH IS INCLUDED AS REFERENCE ONLY.

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2) THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES FIELD MARKED, AS WELL AS SHOWN ON THE PLANS, TO VERIFY NEW PIPE INSTALLATION PRIOR TO PIPE ORDERING. LOCATES SHALL BE DONE USING NON-DESTRUCTIVE EXPLORATORY EXCAVATION. THE CONTRACTOR SHALL ALSO RESOLVE ANY UTILITY CONFLICTS THAT MAY ARISE. ALL MATERIALS, LABOR, ETC. REQUIRED SHALL BE CONSIDERED INCIDENTAL TO PROJECT COMPLETION. 3) THE CONTRACTOR IS ALSO RESPONSIBLE FOR VERIFYING DRAINAGE SLOPE OF PIPE BASED ON EXISTING UTILITIES AND SITE TOPOGRAPHY. NEW DIRECT BURY PIPE DESIGN SHALL TAKE THIS INTO CONSIDERATION. 4) ASPHALT CUTS, REMOVAL, AND REPLACEMENT SHALL BE DONE IN SQUARE, NON-IRREGULAR AREAS. EDGES SHALL BE CUT STRAIGHT AND CLEAN PRIOR TO ASPHALT REPLACEMENT. 5) ONLY ONE DIRECT BURY PIPE DESIGN REVISION WILL BE ALLOWED, AND ONLY IN EXTRAORDINARY SITUATIONS. ANY REVISIONS WILL BE AT CONTRACTING OFFICER'S DISCRETION. CONTRACTING OFFICER MAY REQUIRE AN ENTIRELY NEW PIPING SYSTEM, DEPENDING ON MODIFICATION TYPES AND MAGNITUDES. IN THE EVENT OF A DESIGN REVISION, THE CONTRACTOR SHALL PROVIDE AN ENTIRELY NEW DESIGN PACKAGE, TO INCLUDE DRAWINGS, DESIGN CALCULATIONS, ETC. PIPE ACCEPTANCE BY THE GOVERNMENT WILL NOT TAKE PLACE UNTIL THESE REVISED DOCUMENTS ARE PROVIDED. PRE-FINAL AND FINAL INSPECTION WILL NOT TAKE PLACE UNTIL THESE DOCUMENTS ARE PROVIDED. 6) NO FIELD MODIFICATIONS SHALL TAKE PLACE WITHOUT PRIOR APPROVAL BY THE MANUFACTURER AND THE GOVERNMENT. IN THIS EVENT AN ENTIRELY NEW DESIGN PACKAGE SHALL BE SUBMITTED TO THE GOVERNMENT FOR REVIEW, BEFORE ANY MODIFICATIONS TAKE PLACE. 7) ANY AND ALL NON-DESTRUCTIVE EXPLORATORY EXCAVATION (HYDROVAC) SHALL BE CONSIDERED INCIDENTAL TO PROJECT COMPLETION. 8) SPRINKLER SYSTEMS WILL BE ENCOUNTERED. CONTRACTOR TO FIELD VERIFY LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, REPAIRING, AND/OR REINSTALLING SYSTEM FOR PROJECT COMPLETION. ANY SPRINKLED AREAS SHALL BE KEPT WATERED BY TEMPORARY MEANS PROVIDED BY ANY SPRINKLED AREAS SHALL BE KEPT WATERED BY TEMPORARY MEANS PROVIDED BY CONTRACTOR. ALL REQUIRED MATERIALS, LABOR, ETC. SHALL BE CONSIDERED INCIDENTAL TO PROJECT COMPLETION. 9) IN THE EVENT A UTILITY IS REQUIRED TO BE INTERRUPTED TO FACILITATE PIPE INSTALLATION, N THE EVENT A UTILITY IS REQUIRED TO BE INTERRUPTED TO FACILITATE PIPE INSTALLATION, THE CONTRACTOR SHALL PROVIDE A TEMPORARY MEANS TO SUPPLY THAT UTILITY BEING INTERRUPTED. CONTRACTOR SUPPLIED EQUIPMENT SHALL BE SAME AS REMOVED. 10) 24 HOURS PRIOR TO ASPHALT PLACEMENT, CONTRACTOR SHALL CUT ASPHALT EDGES BACK STRAIGHT AND EVEN TO ALLOW AN EVEN EDGE TO PLACE ASPHALT AGAINST. 11) SEE APPENDIX FOR PICTURES OF SITE. 12) CONTRACTOR SHALL HYDROVAC TO FIND EXACT LOCATION AND SIZE OF THE EXPANSION LOOP PRIOR TO ORDERING PIPING. 13) NOT ALL ITEMS REFERENCED IN THE DRAWINGS HAVE BID SCHEDULE COSTS, EX: LANDSCAPE GRAVEL. THESE ITEMS ARE CONSIDERED INCIDENTAL TO PROJECT COMPLETION.

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1) DE-WATERING WILL BE REQUIRED. NO STANDING WATER WILL BE ALLOWED IN THE TRENCH AT ANY TIME.DE-WATERING WILL BE REQUIRED. NO STANDING WATER WILL BE ALLOWED IN THE TRENCH AT ANY TIME.

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GENERAL NOTES: (APPLY TO ALL 'M' SERIES PLATES UNLESS NOTED OTHERWISE)

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SEE SHEETS M17.3 AND M17.4 FOR MANHOLE DETAILS

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ROAD

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OPEN STORAGE

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RED HORSE

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1ST AVE N

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69TH ST N

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MH25

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VS1460

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MH24

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MH31

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MH30

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MAP LEGEND

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HTHW PIPING RUN ABOVE GROUND

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HTHW PIPING RUN UNDERGROUND IN TUNNEL

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HTHW PIPING DIRECT BURY - NEW OR REPLACED

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HTHW VALVE STATION (EXISTING, EXCEPT AS NOTED OTHERWISE)

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HTHW MANHOLE

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HTHW EXPANSION LOOP

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MH

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HW7

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VS882

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LTHW PIPING DIRECT BURY - NEW OR REPLACED

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MALMSTROM AIR FORCE BASE

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HIGH TEMP. HOT WATER DISTRIBUTION MAP

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NORTH

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ATTACHMENT 4

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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HTHW SERVICE LINES REPLACEMENT

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HTHW DISTRIBUTION MAP

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DJB

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PCM

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GPD, INC.

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4" HTHW

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EXISTING CONCRETE

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PAD

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EX. HTHW

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MAINS

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CONTROL BOX

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MECHANICAL ROOM

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2ND FLOOR

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PAD

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MULTIPLE ELECTRICAL LINES

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A/C CONDENSER UNIT. R&R

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AS REQUIRED FOR PIPE

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INSTALLATION. R&R BOLLARDS.

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TRANSFORMER WITH

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CMU ENCLOSURE.

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4' WIDE SIDEWALK ALONG

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ENTIRE LENGTH OF BLDG, NOT

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SHOWN FOR CLARITY.

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FO

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SURFACE FLUSH ELECTRICAL BOX.

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%%USEE

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%%USEE

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SIDEWALK %%USEE

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ASPHALT

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ASPHALT

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INSTALL 4 NEW BOLLARDS

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AROUND NEW PIPING

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ENTRANCE. SEE DETAIL 1,

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AS REQ'D

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AS REQ'D

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ATTACHMENT 4

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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HTHW SERVICE LINES REPLACEMENT

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BUILDING 1464

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SEE PLAN

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GPD, INC.

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PCM

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GPD, INC.

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SCALE: 1"=40'-0"

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ENLARGED SITE PLAN (1464)

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PLAN NORTH

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GENERAL NOTE: REFER TO PLATE C1.2 FOR SPECIFIC NOTES.

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1. SEE DETAIL 7, M17.1 FOR EXISTING HTHW ENTRANCE TO BLDG 1464. NEW PIPING WILL

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FLOOR AND GROUT CLOSED, FINISH FLUSH TO FLOOR. CUT EXTERIOR PIPE FLUSH TO

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NOTES:

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2. ISOLATION VALVES ARE ON SECOND FLOOR OF BLDG. REPLACE ALL PIPING BETWEEN

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BLDG ENTRANCE AND LOCATION WHERE NEW ISOLATION VALVES ARE INSTALLED ON

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SECOND FLOOR. DISTANCE FROM WALL PENETRATION AND ISOLATION VALVES IS 25 FEET.

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3. AREAS SURFACES NOT IDENTIFIED SPECIFICALLY BY HATCH OR CALLOUTS

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ARE ASSUMED TO BE ASPHALT PAVEMENT. IT HAS NOT BEEN MARKED FOR

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CLARITY WITH HEAVY UTILITIES IN THE AREA THAT NEED TO CLEARLY IDENTIFIED.

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4. ALSO NOT SHOWN FOR CLARITY: PLACE 4 BOLLARDS AT LOCATION WHERE NEW

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PIPE RISER PENETRATES EXTERIOR WALL. SEE DETAIL 1, M17.5, FOR PROTECTION

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INSTALL ISOLATION VALVES AS SHOWN ON DETAIL 6, M17.2. INSULATE ALL NEW PIPING,

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AS WELL AS ANY INSULATION DISTURBED TO INSTALL NEW ISOLATION VALVES.

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FROM SNOW REMOVAL AND TRAFFIC. FIELD VERIFY EXACT LOCATION WITH GOVERNMENT.

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ENVIRONMENTAL ENGINEER

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MAINTENANCE ENGINEERING

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CHIEF ENGINEER

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PROJECT ENGINEER

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BASE CIVIL ENGINEER

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OFFICE

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FIRE CHIEF

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COMMUNICATIONS

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CE OPERATIONS

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SAFETY

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REPAIR HTHW SERVICE LINES

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DRO

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HTHW DETAILS

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PIPE DETAIL TERMINATION/ABANDONMENT AT VALVE STATION

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HTHW RETURN

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PIPING SYSTEM

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NEW SERVICE PIPING CONNECTION TO EXISTING MAIN PIPING

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MAIN HTHW RETURN

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MAIN HTHW SUPPLY

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INSTALL NEW DOUBLE

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SHUT-OFF VALVES,

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WELDED CONNECTION

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HTHW SUPPLY

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PIPING SYSTEM

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NEW CONNECTIONS

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CONNECT TO NEW PIPING

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INSTALL NEW DOUBLE

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SYSTEM MANUFACTURER'S

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BLOCK IN ACCORDANCE WITH

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ANCHOR PLATE AND THRUST

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AIR VENT WITH PLUG INSTALLED BY CONTRACTOR

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AS SHOWN IN DETAIL 3, M17.3

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CONNECT TO NEW MAIN LINE TAPS

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NEW PIPING CONNECTION CONTINUATION

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HTHW RETURN

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BUILDING SERVICE

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SUPPLY AND SHUTOFF VALVES

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BREAKDIM

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BREAKDIM

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PROJECT COMPLETION VALVE STATION SCHEMATIC

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CUT AND CAP BOTH PIPES.

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SIDE PROFILE OF VALVE STATION

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DRO

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DRO

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NOTE: ALSO SEE DETAIL 3, THIS SHEET, FOR CONTINUATION OF PIPING DETAIL

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HTHW DETAILS

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SEE PLAN

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AutoCAD SHX Text 302M17.1K8

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GPD, INC.

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PCM

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GPD, INC.

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FOR PIPING CONTINUATION SEE PLATE M17.2 DETAIL 7.

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SYSTEM MANUFACTURER'S

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RECOMMENDATIONS.

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BLOCK IN ACCORDANCE WITH

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ANCHOR PLATE AND THRUST

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SCALE: NONE

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PIPE DETAIL AT VALVE STATION

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FINAL GRADE

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24" MIN

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FINAL GRADE

AutoCAD SHX Text SECTION ABOVE SHOWS SINGLE CONDUIT DUAL CARRIER PIPE SYSTEM. DUAL CONDUIT SYSTEMS, WHERE USED ON THIS PROJECT, ARE SIMILAR. SEE DETAIL 8, PLATE M17.1 FOR CONDUIT ARRANGEMENT AND SPACING REQUIREMENTS.

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24" MIN

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APPROVED BEDDING MATERIAL.

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CLEAN SAND, OR OTHER MANUFACTURER

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NEW ASPHALT OR CONCRETE PAVING, TO MATCH EXISTING.

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CRUSHED GRAVEL BASE COURSE MATERIAL

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PIPE BURIAL SECTION UNDER ASPHALT/CONCRETE

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UNDISTURBED SOIL

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CLEAN COMPACTED TYPE B BACKFILL

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CLEAN SAND BEDDING

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SEE SPECIFICATIONS SECTION 15027

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SEE SPECIFICATIONS SECTION 02221

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UNDISTURBED SOIL

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SECTION - PIPE BURIAL UNDER

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ATTACHMENT 4

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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DESIGNED BY

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FILE NUMBER

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PROJECT NUMBER

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DRAWING NUMBER

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PLATE

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NZAS 24-0018

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HTHW SERVICE LINES REPLACEMENT

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FINAL GRADE

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CLEAR SILICONE ADHESIVE CAULK ALL AROUND

AutoCAD SHX Text PROVIDE SHOP FABRICATED AND FIELD INSTALLED OUTER PROTECTIVE COVER. 14 GAUGE STEEL TIGHTLY SPIRAL WRAPPED TO FRP JACKET, WITH PRIMER BASE COAT. CONTRACTOR TO FIELD APPLY 2 COATS OF SHERWIN-WILLIAMS CO. (OR EQUAL) EXTERIOR ALKYD ENAMEL SEMI-GLOSS PAINT, MATCHING FEDERAL SPECIFICATION 23578, ANTIQUE LINEN.

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POLYURETHANE FOAM INSULATION

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FIBERGLASS REINFORCED PLASTIC JACKET (FRP)

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CONDUIT WALL

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CARRIER PIPES

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INSULATED

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TERMINATE CASING VENT AND DRAIN PIPES AS RECOMMENDED BY MANUFACTURER

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PROTECTIVE COVER AT EXTERIOR OF BUILDING

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STOP EXTERIOR FOAM INSULATION, FRP, AND

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FOR PIPING CONTINUATION SEE DETAIL 6, PLATE M17.2 .

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SYSTEM MANUFACTURER'S

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RECOMMENDATIONS.

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BLOCK IN ACCORDANCE WITH

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ANCHOR PLATE AND THRUST

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PENETRATION-SEE DETAIL 5 PLATE M17.1

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ESCUTCHEON

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MECHANICAL

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ROOM FLOOR

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VERIFY HEIGHT OF EXISTING

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CONTRACTOR TO FIELD

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DIRECT BURY CONDUIT SYSTEM. SEE SPEC. SECTION 15027.

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EXTERIOR WALL OF MECHANICAL ROOM

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DETAIL - ABOVE GRADE PIPE ENTRANCE INTO BUILDING

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WALL PENETRATION.

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AIR VENT WITH PLUG INSTALLED BY CONTRACTOR

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FINISHED (SECOND) CUT

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EXCAVATION (FIRST) CUT

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FINISHED (SECOND) CUT

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EXCAVATION (FIRST) CUT

AutoCAD SHX Text NOTE: FIBERFRAX IS A PRODUCT BRAND NAME OF THE UNIFRAX CORPORATION. EQUIVALENT PRODUCTS OF OTHER MANUFACTURER'S ARE ACCEPTABLE. UNIFRAX CORP. 2351 WHIRLPOOL ST. NIAGARA FALLS, NY 14305-2413 PH (716) 278-3800. INTERNET: WWW.UNIFAX.COM

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ABOVE GRADE WALL PENETRATION DETAIL

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EXTERIOR SIDE

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INTERIOR SIDE

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OUTER PROTECTIVE COVER AND INSULATION.

AutoCAD SHX Text SEALANT-FIBERFRAX FIBERMAX HIGH -FIBERFRAX FIBERMAX HIGH TEMPERATURE CAULK. ALL AROUND OPENING ON BOTH SIDES OF WALL

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PIPE

AutoCAD SHX Text INSULATION PACKING-FIBERFRAX CERAMIC PACKING-FIBERFRAX CERAMIC FIBER ROPE PACKING ALL AROUND.

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SLEEVE

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BELOW GRADE WALL PENETRATION DETAIL

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INTERIOR BUILDING SIDE BELOW GRADE OR IN MECH ROOM

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EXTERIOR SIDE BELOW GRADE SIDE

AutoCAD SHX Text NOTE: LINK-SEAL IS A PRODUCT BRAND NAME OF THE PSI-THUNDERLINE/LINK-SEAL CORPORATION. EQUIVALENT PRODUCTS FROM OTHER MANUFACTURERS ARE ACCEPTABLE. PSI-THUNDERLINE/LINK-SEAL CORP. 6526 GOFORTH ST. HOUSTON, TX 77021 PH (713) 747-8819. (800)288-0404 INTERNET: WWW.LINKSEAL.COM

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AutoCAD SHX Text SECTION ABOVE SHOWS SINGLE CONDUIT, DUAL CARRIER PIPE SYSTEM. DUAL CONDUIT SYSTEMS, WHERE USED ON THIS PROJECT, ARE SIMILAR. SEE DETAIL 8/M17.1 FOR CONDUIT ARRANGEMENT AND SPACING REQUIREMENTS.

AutoCAD SHX Text %%uPRE-INSULATED PIPING SYSTEM

AutoCAD SHX Text %%uPRE-INSULATED PIPING

AutoCAD SHX Text %%uSYSTEM CONDUIT

AutoCAD SHX Text %%uWALL PENETRATION ASSEMBLY

AutoCAD SHX Text SHRINK WRAP LAYER AROUND PIPE OUTER JACKET, COVERED BY 2-PIECE FIBERGLASS SPLIT RING AND END-SEALS - FURNISHED BY PIPING SYSTEM MANUFACTURER

AutoCAD SHX Text PROVIDE LINK-SEAL MODULAR MECHANICAL SEALS AROUND WALL PENETRATION ASSEMBLY. MODEL 'T' WITH STAINLESS STEEL HARDWARE.

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SOD/LANDSCAPE/CONCRETE

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BELOW GRADE PIPE ENTRANCE INTO BUILDING

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AIR VENT AND CONDUIT PUMP OUT. TERMINATE AS RECOMMENDED BY MANUFACTURER.

AutoCAD SHX Text DIRECT BURY CONDUIT SYSTEM END SEAL, PROVIDED BY PIPE MANUFACTURER. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

AutoCAD SHX Text INSULATE AND COVER PIPING UPSTREAM OF CONDUIT SYSTEM WITH SEPARATE METAL JACKETING. CONNECT HTHW PIPING TO SCHEDULE 40 PIPE, INSULATE AND COVER.

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FOR PIPING CONTINUATION SEE PLATE M17.2 DETAIL 6.

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6" MIN

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MECHANICAL ROOM FLOOR

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ENLARGE OPENING TO ACCOMMODATE NEW PIPE DIMENSION

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DETAIL - DUAL CONDUIT SYSTEM ARRANGEMENT

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SCALE: NONE

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AutoCAD SHX Text %%uPRE-INSULATED PIPING SYSTEM CONDUIT

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CLEAN SAND, OR OTHER MANUFACTURER

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APPROVED BEDDING MATERIAL.

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WARNING TAPE

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8" TOPSOIL

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CONCRETE TO MATCH EXISTING

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PAD THICKNESS - 4" MINIMUM

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SEPARATION FABRIC

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WARNING TAPE

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FOUNDATION WALL

AutoCAD SHX Text DIRECT BURY CONDUIT SYSTEM END SEAL, PROVIDED BY PIPE MANUFACTURER. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

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NEW WELDED HANDWHEEL SHUT OFF VALVE FOR SUPPLY AND RETURN LINES

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SLEEVE AND

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SINGLE PIPE ENTRANCE

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EXISTING STRUCTURE

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REMOVE EXISTING DUAL

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SLEEVE AND SEAL, SEE

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DETAIL 6 SHEET M17.1

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SIDEWALK OR EQUIPMENT PAD

AutoCAD SHX Text NEW LANDSCAPING, SOD, GROUND COVER, CONCRETE SIDEWALK, OR EQUIPMENT PAD. TO MATCH EXISTING.

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CONDUIT PIPE

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NEW SINGLE CONDUIT, DUAL CARRIER PIPE SYSTEM, SEE PLANS FOR PIPE SIZE.

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"HIGH TEMP

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HOT WATER"

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"HIGH TEMP

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HOT WATER"

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AutoCAD SHX Text M17.1

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GROUT OPENING

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FINISH GRADE

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NEW CUT AREA TO GROUT SOLID (NON-SHRINK) TO MATCH EXISTING STRUCTURE

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SYSTEM MANUFACTURER'S

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RECOMMENDATIONS.

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BLOCK IN ACCORDANCE WITH

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ANCHOR PLATE AND THRUST

AutoCAD SHX Text PROVIDE 12" LONG #4 BAR PINNING WITH EPOXY GROUT AT MIN. 24" O.C. ALL AROUND FLOOR CUT

AutoCAD SHX Text PATCH FLOOR SLAB WHERE REMOVED FOR PIPE INSTALLATION. MATCH EXISTING THICKNESS & REINFORCEMENT.

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EX. CONCRETE SLAB

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PROVIDE 12" LONG #4 BAR PINNING AT EXTERIOR WALLS AT 24" O.C. WITH EPOXY GROUT

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REPLACE EXTERIOR SLAB WHERE APPLICABLE

AutoCAD SHX Text BURIAL DEPTH VARIES, BUT IN NO CASE SHALL THE PIPE BE INSTALLED AT LESS THAN THE MINIMUM DEPTH AS NOTED ABOVE.

AutoCAD SHX Text BURIAL DEPTH VARIES, BUT IN NO CASE SHALL THE PIPE BE INSTALLED AT LESS THAN THE MINIMUM DEPTH AS NOTED ABOVE.

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REMOVE AND REPLACE EXISTING HTHW SUPPLY AND RETURN VALVES WITH NEW

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SPACE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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FILE NUMBER

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PROJECT NUMBER

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PLATE

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OF

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NZAS 24-0018

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HTHW SERVICE LINES REPLACEMENT

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GPD, INC.

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GPD, INC.

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PCM

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SEE PLAN

AutoCAD SHX Text M17.2

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HTHW DETAILS

AutoCAD SHX Text 302M17.2A8

AutoCAD SHX Text EXPANSION JOINTS SHALL BE PLACED AT APPROXIMATELY 25 FOOT INTERVALS AND AT JUNCTIONS WITH SIDEWALKS, CURBS, & STRUCTURES.

AutoCAD SHX Text PROVIDE TRANSVERSE CONTRACTION JOINTS CUT AT LENGTHS APPROXIMATELY EQUAL TO THE WIDTH OF THE SIDEWALK WITH A MINIMUM SPACING OF 3 FT. SHALL BE CUT AT LEAST 1" DEEP.

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ROUND ALL SIDE EDGES AND JOINT EDGES WITH EDGING TOOL.

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SIDEWALK REPLACEMENT DETAIL

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STREET PAVING

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CURB AND GUTTER

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COMPACTED GRAVEL BASE

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4" MIN. THICKNESS

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SLOPE 1/4" PER FOOT TO STREET

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SLOPE 1/4" PER FOOT TO STREET

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JOINT

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CURB &

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GUTTER

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EXPANSION

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%%UNOTES: %%

AutoCAD SHX Text CONTRACTION JOINTS SHALL BE PLACED AT EVERY 15' OF CURB LENGTH AND SHALL HAVE A MINIMUM DEPTH OF 3/4" AND MINIMUM WIDTH OF 1/8". CONTRACTION JOINTS SHALL BE CONSTRUCTED BY SAWING OR SCORING. WHEN SCORING, A TOOL SHALL BE USED WHICH WILL LEAVE CORNERS ROUNDED AND DESTROY AGGREGATE INTERLOCK FOR SPECIFIED MINIMUM DEPTH.

AutoCAD SHX Text USE SPILL-TYPE CURB SECTION WHEN PAVING SECTION FLOWS AWAY FROM GUTTER AND USE FLOW-TYPE GUTTER WHEN PAVING SECTION FLOWS TOWARD GUTTER. TRANSITION BETWEEN TYPES AS REQUIRED.

AutoCAD SHX Text CURB AND GUTTER SECTION TO MEET MONTANA PUBLIC WORKS STANDARD SPECIFICATION LATEST EDITION.

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TRANSITION TO MATCH EXISTING ADJACENT CURBS.

AutoCAD SHX Text 1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED AT P.C., P.T., CURB TURNS, AND 45' O.C.

AutoCAD SHX Text NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE CONTRACTING OFFICER.

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GUTTER

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SPILL TYPE

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GUTTER

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FLOW TYPE

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4" GRAVEL BASE

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AND CURB

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1/2" EXP. JOINT

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MATERIAL BETWEEN

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CONCRETE ELEMENTS

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CONCRETE WALK

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OR PLANTER

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MATCH ADJACENT

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PAVEMENT

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LINEAR SPACING AT JOINTS.

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SPACING 3' O.C. & 1' O.C.

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WEED BARRIER. TRIANGULAR

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EDGE, MULCH, & FABRIC

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CONCRETE EDGING

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FINISH GRADE

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WEED BARRIER FABRIC AS

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SPECIFIED. LAP 3" AT JOINTS

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8" STAPLES TO ANCHOR

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NOT USED

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SCALE: NONE

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AutoCAD SHX Text NOTES: REMOVE SECTION OF EXISTING SCHEDULE 40 PIPE AND INSULATION. REPLACE WITH NEW SCHEDULE 40 PIPE, INSULATION AND METAL SHIELDING. FOR SERVICE PIPE SIZE SEE PLANS. FIELD VERIFY ARRANGEMENT OF SUPPLY AND RETURN PIPING.

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HTHW RETURN

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BUILDING SERVICE

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VALVE STATION PIPING CONNECTION

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MAIN HTHW RETURN

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BREAKDIM

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BREAKDIM

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REMOVE AND REPLACE EXISTING BLDG HTHW SERVICE

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HTHW SUPPLY AND RETURN VALVES

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MAIN HTHW SUPPLY

AutoCAD SHX Text NOTES: 1. REMOVE SECTION OF EXISTING SCHEDULE 40 PIPE AND INSULATION. REPLACE WITH NEW SCHEDULE 40 PIPE AND INSULATION.

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