3B_DRAWINGS - Sump Pumps.pdf

PDF 3 MB Posted Jul 9, 2024

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

About this file

Written by GovTribe AI · Jul 9, 2024

This document appears to be a set of drawings and specifications related to the repair and maintenance of the High Temperature Hot Water (HTHW) system at Malmstrom Air Force Base in Montana. The key details are:

The federal contract opportunity is for an Indefinite Delivery/Indefinite Quantity (IDIQ) contract to construct, maintain, and repair the HTHW system at Malmstrom AFB. The contract term is 5 years with a total aggregate value not to exceed $4,999,999.99. The work includes excavating, repairing, and/or replacing components of the HTHW service lines, distribution lines, sump pumps, and valves. This is a 100% small business set-aside contract under NAICS code 238220. The drawings provide details for the HTHW sump pump system including pump specifications, control panel details, and electrical plans for installing new sump pump controllers and wiring. The contract will be awarded by the Department of the Air Force's Global Strike Command.

View the file

Other files for this federal contract opportunity

Other files attached to High Temperature Hot Water System Repair, newest first.
File	Type	Posted
0_Solicitation - FA462624R00090003 Amend 03.pdf	PDF	Aug 13, 2024
13_QA_13 Aug 2024 (Amend 3).xlsx	XLSX spreadsheet	Aug 13, 2024
16_M17.3 AMENDED (Amend 2).pdf	PDF	Aug 6, 2024
0_Solicitation - FA462624R00090002 Amend 02.pdf	PDF	Aug 6, 2024
14_ME1.3 AMENDED (Amend 2).pdf	PDF	Aug 6, 2024
11_ME0.4 AMENDED (Amend 2).pdf	PDF	Aug 6, 2024
15_ME1.2 AMENDED (Amend 2).pdf	PDF	Aug 6, 2024
5_Blank Bid Sch (Amend 2).xlsx	XLSX spreadsheet	Aug 6, 2024
6_MT20240066_ 02 Aug 24_Heavy (Amend 2).pdf	PDF	Aug 6, 2024
13_QA_6 Aug 2024 (Amend 2).xlsx	XLSX spreadsheet	Aug 6, 2024
7_Sections L and M - HTHW Requirements (updated 072924 Amend 1).pdf	PDF	Jul 29, 2024
11_ME0.4 AMENDED (Amend 1).pdf	PDF	Jul 29, 2024
12_M17.4 AMENDED (Amend 1).pdf	PDF	Jul 29, 2024
0_Solicitation - FA462624R0009 Amend 01.pdf	PDF	Jul 29, 2024
9_Subcontractor Consent (Amend 1).pdf	PDF	Jul 29, 2024
13_QA_29 Jul 2024 (Amend 1).xlsx	XLSX spreadsheet	Jul 29, 2024
10_C1.2 AMENDED (Amend 1).pdf	PDF	Jul 29, 2024
7_Sections L and M - HTHW Requirements.pdf	PDF	Jul 9, 2024
4A_Sheet Index - Service Lines Bldg 1464.pdf	PDF	Jul 9, 2024
2B_Submittal Schedule Service Lines 1464.xlsx	XLSX spreadsheet	Jul 9, 2024
0_Solicitation - FA462624R0009.pdf	PDF	Jul 9, 2024
6_MT20240066 27 Jun 2024_Heavy.pdf	PDF	Jul 9, 2024
5_Blank Bid Sch.xlsx	XLSX spreadsheet	Jul 9, 2024
4B_DRAWINGS - Service Lines BLDG 1464.pdf	PDF	Jul 9, 2024
8_Past Performance Questionaire.pdf	PDF	Jul 9, 2024
3A_Sheet Index - Sump Pumps.pdf	PDF	Jul 9, 2024
2A_Submittal Schedule HTHW Sumps.xlsx	XLSX spreadsheet	Jul 9, 2024
1B_SPECS Service Lines BLDG 1464.pdf	PDF	Jul 9, 2024
1A_SPECS - Sump Pumps.pdf	PDF	Jul 9, 2024

Show all 29

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

1. Unless specifically indicated by notation "no substitutes" the equipment for this project as scheduled on the drawings constitutes the basis for design and is eligible for substitution in accordance with the provisions of project specifications and general conditions of the contract.

2. All construction shall comply with applicable codes, ordinances, standards and regulations.

3. 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.

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

5. Maintain clear access ways for continual operation and emergency egress. Coordinate traffic disruptions and road blockages with Malmstrom AFB.

6. Coordinate downtime of all equipment and systems 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., as necessary to maintain functions required for the facility's normal operation.

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

8. The Contractor is responsible for security in those areas associated with this work.

9. 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.

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

11. 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.

12. 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.

13. Obtain AF 103 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 from Malmstrom AFB and shall be responsible for securing the location of all utilities before beginning excavation.

The contractor shall remove all utility flags after excavation of that portion is complete.

14. All excavations left open overnight shall be protected by continuous fencing and flashing barricades.

15. Areas disturbed by construction activities shall be restored to their original condition or better.

16. All Contractors performing the work enclosed in this Plans Set shall be solely responsible for the coordination of this work between all disciplines.

17. The sump pump systems covered under this contract serve the district heating high temperature hot water (HTHW) system which is typically operational from

September through May each year. Work for this contract must occur during the period of HTHW plant shut down and subsequent cool off through plant startup, approximately June-August. Sump pump basins are confined spaces and require entry approval coordination with MAFB.

18. The HTHW manholes where the sump pumps are currently installed are Confined Spaces. As such, the Contractor is responsible for compliance with OSHA

1910.146 Permit-required confined spaces to include air sampling and monitoring, which will NOT be provided by MAFB personnel in support of this work.

Coordinate commencement of confined space entrances with the MAFB Construction Inspector 14 days prior to the start of work.

19. Where horizontal directional drilling is specifically called out on site plans for installation work, this shall be the only approved method unless prior negotiated otherwise with the Government.

20. The contractor is responsible for dewatering all excavations, manholes, or any other areas encountering water/moisture. The HTHW coffins will contain water in them, which flows into the manholes. Pumping these manholes until water no longer flows into them from the coffins, is considered incidental to contract completion. Be cognizant that some of these manholes may contain large amounts of water, and the contractor needs to be responsible for removing this water.

21. All components shown on the drawings shall be installed. EX: Many junction boxes have been located for future use and tie-in points, even though they appear to be in an area where they are not needed.

22. Contractor shall leave ample extra looped wires in junction boxes. Do not pull straight through and not leave any extra wire. Future modifications may need to be done to the wiring, and there needs to be enough in the box to make new tie-ins, connections, etc.

ABBREVIATIONS LEGEND

# PLATE DESCRIPTION

1 G0.0 COVER SHEET

2 ME0.1 OVERALL MAP

3 ME0.2 ELECTRICAL DETAILS

4 ME0.3 SUMP PUMP DETAIL AND SCHEDULES

5 ME0.4 HTHW SUMP PUMPS WORK SCHEDULE

6 ME1.2 ELECTRICAL SITE PLANS - AREAS H & I

7 ME1.3 ELECTRICAL SITE PLANS - AREA J & K

GENERAL SYMBOLS

COMM

SAN

LPG

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR HTHW SUMP PUMPS

AutoCAD SHX Text 1123678

AutoCAD SHX Text 12.23.21

AutoCAD SHX Text

GPD, PC

AutoCAD SHX Text 008 G00 A8

AutoCAD SHX Text G0.0

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

LJW

AutoCAD SHX Text

KWF

AutoCAD SHX Text

PROJECT #1123678

AutoCAD SHX Text

MALMSTROM AIR FORCE BASE, MONTANA

AutoCAD SHX Text G E N E R A L N O T E S

AutoCAD SHX Text M A L M S T R O M A. F. B. , M T.

AutoCAD SHX Text V I C I N I T Y M A P

AutoCAD SHX Text G R E A T F A L L S

AutoCAD SHX Text

3RD AVE. SO.

AutoCAD SHX Text

1OTH AVE. SO.

AutoCAD SHX Text

U.S. HWY. 87 & 89

AutoCAD SHX Text

MISSOURI RIVER

AutoCAD SHX Text

U.S. HWY. 87 & 89

AutoCAD SHX Text

MAIN & COMMERCIAL GATE

AutoCAD SHX Text

GATE &

AutoCAD SHX Text

2ND AVE. NO.

AutoCAD SHX Text

BYPASS

AutoCAD SHX Text

CLINIC (2040)

AutoCAD SHX Text

MODE

AutoCAD SHX Text

GODDARD AVE.

AutoCAD SHX Text

FLIGHTLINE

AutoCAD SHX Text

5TH ST.

AutoCAD SHX Text

10TH AVE. NO.

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

PERIMETER

AutoCAD SHX Text

VISTOR CENTER

AutoCAD SHX Text

REPAIR HTHW SUMP PUMPS

AutoCAD SHX Text I N D E X O F D R A W I N G S

AutoCAD SHX Text

BASE CONTRACTING (145)

AutoCAD SHX Text

FIRE DEPT. (349)

AutoCAD SHX Text

HELO HANGAR (1440)

AutoCAD SHX Text

POLICE SECURITY (295)

AutoCAD SHX Text

HVAC SHOP (471)

AutoCAD SHX Text

ENGINEERING

AutoCAD SHX Text (470)

AutoCAD SHX Text

BASE CIVIL

AutoCAD SHX Text A B B R E V I A T I O N S

AutoCAD SHX Text L E G E N D

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

EXISTING VALVE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

AIR VENT

AutoCAD SHX Text

ABD

AutoCAD SHX Text

ABANDON UTILITY OR PIPING

AutoCAD SHX Text

AFF

AutoCAD SHX Text

ABOVE FINISHED FLOOR

AutoCAD SHX Text

APPROX

AutoCAD SHX Text

APPROXIMATE

AutoCAD SHX Text

BOT

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

EA.

AutoCAD SHX Text

EACH

AutoCAD SHX Text

EX. OR (E)

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

HDD

AutoCAD SHX Text

HORIZONTAL DIRECTIONAL BORE

AutoCAD SHX Text

HAND HOLE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

NIC

AutoCAD SHX Text

NOT IN CONTRACT

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PULLBOX

AutoCAD SHX Text S.S.

AutoCAD SHX Text

STAINLESS STEEL

AutoCAD SHX Text

SCH.

AutoCAD SHX Text

SCHEDULE

AutoCAD SHX Text

TEMP.

AutoCAD SHX Text

TEMPERATURE

AutoCAD SHX Text

TFX

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

VERT.

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text W/

AutoCAD SHX Text

WITH

AutoCAD SHX Text W/O

AutoCAD SHX Text

WITHOUT

AutoCAD SHX Text G E N E R A L S Y M B O L S

AutoCAD SHX Text

%%USYMBOL

AutoCAD SHX Text

%%UDESCRIPTION

AutoCAD SHX Text

SECTION REFERENCE

AutoCAD SHX Text

DETAIL REFERENCE

AutoCAD SHX Text

NOTE DESIGNATION

AutoCAD SHX Text

POINT OF NEW CONNECTION TO EXISTING SYSTEM

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text

ITEMS SHOWN BOLD AND SOLID ARE NEW

AutoCAD SHX Text

ITEMS SHOWN LIGHT ARE EXISTING AND TO REMAIN

AutoCAD SHX Text

ITEMS SHOWN BOLD AND DASHED ARE TO BE REMOVED

AutoCAD SHX Text L I N E W E I G H T S

AutoCAD SHX Text

%%USYMBOL

AutoCAD SHX Text

%%UDESCRIPTION

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

ELECTRICAL SECONDARY

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

LIQUID PROPANE

AutoCAD SHX Text

ELECTRICAL PRIMARY

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

NATIVE SEED

AutoCAD SHX Text

IRRIGATED GRASS

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

LANDSCAPE ROCK

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRAVEL ROADWAY

AutoCAD SHX Text

%%USYMBOL

AutoCAD SHX Text

%%UDESCRIPTION

AutoCAD SHX Text

VALVE IN VERTICAL PIPE

AutoCAD SHX Text

HORIZONTAL DIRECTIONAL DRILL

AutoCAD SHX Text

TREE

AutoCAD SHX Text

PHASE 2

AutoCAD SHX Text N

AutoCAD SHX Text

SCALE: 1" = 300'

AutoCAD SHX Text

OVERALL MAP

AutoCAD SHX Text

ME1.0

AutoCAD SHX Text

ME1.0

AutoCAD SHX Text

ME1.0

AutoCAD SHX Text

ME1.1

AutoCAD SHX Text

ME1.1

AutoCAD SHX Text

ME1.2

AutoCAD SHX Text

ME1.2

AutoCAD SHX Text

ME1.3

AutoCAD SHX Text

AREA J-SEE

AutoCAD SHX Text

AREA I-SEE

AutoCAD SHX Text

AREA D-SEE

AutoCAD SHX Text

AREA G-SEE

AutoCAD SHX Text

ME1.4

AutoCAD SHX Text

ME1.5

AutoCAD SHX Text

ME1.5

AutoCAD SHX Text

AREA N-SEE

AutoCAD SHX Text

ME1.5

AutoCAD SHX Text

AREA O-SEE

AutoCAD SHX Text

ME1.0

AutoCAD SHX Text

MH-24

AutoCAD SHX Text

MH-31

AutoCAD SHX Text

MH-23

AutoCAD SHX Text

MH-22

AutoCAD SHX Text

MH-20

AutoCAD SHX Text

MH-145

AutoCAD SHX Text

VS-1620

AutoCAD SHX Text

VS-1199

AutoCAD SHX Text

VS-2055

AutoCAD SHX Text

MH-18

AutoCAD SHX Text

MH-16

AutoCAD SHX Text

MH-17

AutoCAD SHX Text

VS-102

AutoCAD SHX Text

VS-770

AutoCAD SHX Text

VS-103

AutoCAD SHX Text

MH-780

AutoCAD SHX Text

MH-4

AutoCAD SHX Text

MH-29

AutoCAD SHX Text

VS-295

AutoCAD SHX Text

VS-737/1150

AutoCAD SHX Text

MH-695

AutoCAD SHX Text

VS-101

AutoCAD SHX Text

VS-100

AutoCAD SHX Text

VS-1082

AutoCAD SHX Text

MH-28

AutoCAD SHX Text

VS-1020

AutoCAD SHX Text

MH-13

AutoCAD SHX Text

VS-1305

AutoCAD SHX Text

VS-1154

AutoCAD SHX Text

VS-1250

AutoCAD SHX Text

MH-10

AutoCAD SHX Text

VS-500

AutoCAD SHX Text

VS-882

AutoCAD SHX Text

VS-480

AutoCAD SHX Text

VS-218

AutoCAD SHX Text

MH-471

AutoCAD SHX Text

MH-3

AutoCAD SHX Text

MH-1

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

TRENCH DETAIL

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text EXCAVATED MATERIAL - WHERE SUITABLE FOR FILL, SHALL BE COMPACTED TO AT LEAST THE DENSITY OF THE ADJACENT UNDISTURBED SOIL IN LAYERS NOT TO EXCEED 8". IF NOT SUITABLE FOR FILL, IT SHALL BE HAULED AWAY AND 4" MINUS MATERIAL SUITABLE FOR COMPACTION SHALL BE USED.

AutoCAD SHX Text

MARKER TAPE 12" BELOW GRADE

AutoCAD SHX Text

6" TOPSOIL MATERIAL

AutoCAD SHX Text

WASHED SAND

AutoCAD SHX Text 1" MINUS MATERIAL - COMPACTED TO AT LEAST THE DENSITY OF THE ADJACENT UNDISTURBED SOIL.

AutoCAD SHX Text

NEW CONDUIT W/ CABLES AND SIZE INDICATED ON PLAN.

AutoCAD SHX Text

CONDUIT BURIAL UNDER DRYLAND, SODDED OR LANDSCAPED AREAS

AutoCAD SHX Text

NEW SOD OR DRYLAND GRASS SEED TO MATCH EXISTING.

AutoCAD SHX Text

NEW LANDSCAPING MATERIAL TO MATCH EXISTING

AutoCAD SHX Text

24" MIN.

AutoCAD SHX Text

MARKER TAPE 12" BELOW GRADE

AutoCAD SHX Text

NEW ASPHALT TO MATCH EXISTING

AutoCAD SHX Text

WASHED SAND

AutoCAD SHX Text 1" MINUS MATERIAL - COMPACTED TO AT LEAST THE DENSITY OF THE ADJACENT UNDISTURBED SOIL.

AutoCAD SHX Text

CONDUIT BURIAL UNDER CONCRETE OR ASPHALT

AutoCAD SHX Text

FINAL GRADE

AutoCAD SHX Text 12"

AutoCAD SHX Text

FINISHED (SECOND) CUT

AutoCAD SHX Text

INITIAL CUT

AutoCAD SHX Text

NEW CONCRETE TO MATCH THICKNESS OF EXISTING (4" MIN.)

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

MH-VS104

AutoCAD SHX Text

NEW CONDUIT W/ CABLES AND SIZE INDICATED ON PLAN.

AutoCAD SHX Text

AREA H-SEE

AutoCAD SHX Text

AREA A-SEE

AutoCAD SHX Text

AREA L-SEE

AutoCAD SHX Text

AREA C-SEE

AutoCAD SHX Text

AREA B-SEE

AutoCAD SHX Text

AREA M-SEE

AutoCAD SHX Text

AREA F-SEE

AutoCAD SHX Text

ME1.3

AutoCAD SHX Text

AREA K-SEE

AutoCAD SHX Text

ME1.1

AutoCAD SHX Text

AREA E-SEE

AutoCAD SHX Text

VS-635

AutoCAD SHX Text

VS-1010

AutoCAD SHX Text

KWF

AutoCAD SHX Text

JJK

AutoCAD SHX Text

ME0.1

AutoCAD SHX Text

OVERALL MAP

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR HTHW SUMP PUMPS

AutoCAD SHX Text 1123678

AutoCAD SHX Text 12.23.21

AutoCAD SHX Text

GPD, PC

AutoCAD SHX Text

192012-ME01-U3

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

SUMP PUMP CONTROLLER DETAIL

AutoCAD SHX Text

%%U SIDE

AutoCAD SHX Text

%%U FRONT INTERIOR

AutoCAD SHX Text

FIN. GRADE

AutoCAD SHX Text 1:12

AutoCAD SHX Text NOTE: EQUIPMENT ARRANGEMENT SHOWN IS FOR ILLUSTRATION PURPOSES ONLY. ACTUAL ARRANGEMENT OF COMPONENTS MAY VARY. DASHED ITEMS ARE BEHIND DEAD-FRONT INTERIOR PANEL.

AutoCAD SHX Text

SUMP PUMP CONTROLLER DETAILS 1 & 2 NOTES:

AutoCAD SHX Text NEMA TYPE 4X - 304 STAINLESS STEEL ENCLOSURE WITH BACK PANEL. NOTE THAT OUTER DOOR MUST BE CAPABLE OF BEING OPENED WITHOUT DE-ENERGIZING CONTROLLER OR DEAD FRONT INTERIOR COVER TO ALLOW PROGRAMMING AND TROUBLE SHOOTING. PROVIDE WARNING LABEL INDICATING THAT LIVE PARTS ARE INSIDE.

AutoCAD SHX Text

ALUMINUM DEAD-FRONT HINGED INNER DOOR.

AutoCAD SHX Text

MAIN CIRCUIT BREAKER WITH MOUNTING BRACKET.

AutoCAD SHX Text

60 WATT STRIP ENCLOSURE HEATER.

AutoCAD SHX Text

INCOMING POWER TERMINAL BLOCK.

AutoCAD SHX Text

INCOMING POWER LIGHTNING ARRESTOR.

AutoCAD SHX Text

CONTROL POWER CIRCUIT BREAKER.

AutoCAD SHX Text

1/2 HP IEC CONTACTOR WITH OVERLOADS.

AutoCAD SHX Text

TPC-X CONTROLLER CONFIGURED FOR SIMPLEX PUMP DOWN MODE CONTROL.

AutoCAD SHX Text

HAND-OFF-AUTO SELECTOR IN DOOR.

AutoCAD SHX Text

"RUN" PILOT LIGHT IN DOOR.

AutoCAD SHX Text

ELAPSED TIME METER.

AutoCAD SHX Text

HIGH ALARM PILOT LIGHT, ALARM ACTIVATION AND AUXILIARY CONTACT IN DOOR.

AutoCAD SHX Text

LED ALARM LIGHT (TOP MOUNTED).

AutoCAD SHX Text

CONTROL RELAYS AS REQUIRED, BACNET IP PROTOCOL EMCS SYSTEM.

AutoCAD SHX Text

TERMINAL BLOCKS AND GROUND LUGS.

AutoCAD SHX Text

120 VOLT MAINTENANCE RECEPTACLE.

AutoCAD SHX Text 1" GALVANIZED RIGID STEEL CONDUIT CONDUIT FOR CONNECTION TO TRANSFORMER (IN LOCATIONS WHERE TRANSFORMER IS REQUIRED - SEE PUMP CONTROL SCHEDULE).

AutoCAD SHX Text DOUBLE CHANNEL, 12 GAUGE GALVANIZED STEEL STRUT 1-5/8" x 3-1/4" x 8 FEET LONG (2'-6" EMBEDMENT). PROVIDE FACTORY GALVANIZED FITTINGS AND FASTENERS. B-LINE PART NO. B22C OR EQUAL.

AutoCAD SHX Text

30A-2P NEMA 3R NON-FUSED DISCONNECT SWITCH.

AutoCAD SHX Text

1.5 KVA NEMA 3R ENCAPSULATED DRY TYPE ISOLATION TRANSFORMER.

AutoCAD SHX Text 12 GAUGE HORIZONTAL GALVANIZED STEEL STRUT 1-5/8" x 1-5/8". PROVIDE FACTORY GALVANIZED FITTINGS AND FASTENERS FOR ATTACHMENT TO VERTICAL STRUT AND HANGING EQUIPMENT. B-LINE PART NO. B22 OR EQUAL.

AutoCAD SHX Text GALVANIZED RIGID STEEL CONDUIT RISER FOR INCOMING POWER. SEE ELECTRICAL SITE PLAN FOR SIZE.

AutoCAD SHX Text

1" GALVANIZED RIGID STEEL CONDUIT RISER FOR CONTROL CABLES TO LEVEL TRANSMITTER.

AutoCAD SHX Text 1" GALVANIZED RIGID STEEL CONDUIT RISER FOR FUTURE EMCS MONITORING CABLE (IF APPLICABLE).

AutoCAD SHX Text

1" GALVANIZED RIGID STEEL CONDUIT RISER FOR SUMP PUMP POWER CABLE.

AutoCAD SHX Text WRAP CONDUIT ELBOW AND 12 INCHES OF CONDUIT RISER ABOVE GRADE WITH 10 MIL BLACK PVC TAPE, ELECTRO-TAPE SPECIALTIES MODEL 140P OR EQUAL.

AutoCAD SHX Text INSTALL 5/8" x 8' LONG COPPER CLAD GROUND ROD WITH TOP BELOW GRADE.

AutoCAD SHX Text

3/4" GALVANIZED RIGID STEEL CONDUIT RISER FOR GROUND CONDUCTOR.

AutoCAD SHX Text

2500 PSI CONCRETE FOUNDATION. SLOPE AWAY FROM STRUT POST 1:12.

AutoCAD SHX Text

PVC SCHEDULE 40 CONDUIT, 24" MINIMUM BURY. SEE ELECTRICAL SITE PLANS FOR SIZES.

AutoCAD SHX Text

CONTROL POWER TRANSFORMER.

AutoCAD SHX Text

#8 COPPER GROUND

AutoCAD SHX Text STAINLESS STEEL DOOR HANDLE WITH KEYED LOCK. PROVIDE 2 KEYS PER CONTROLLER. ALL CONTROLLERS SHALL BE KEYED ALIKE.

AutoCAD SHX Text

GROUND LUG, BOND TO GROUND ROD AND INCOMING EQUIPMENT GROUND.

AutoCAD SHX Text PROVIDE STAINLESS STEEL ENGRAVED ID LABEL WITH SPC NUMBER, HP, SOURCE OF POWER (I.E. BUILDING OR PEDESTAL), VOLTAGE CHARACTERISTICS AND FULL LOAD AMPS.

AutoCAD SHX Text

LEVEL TRANSDUCER REMOTE DISPLAY - FLUSH MOUNT IN INNER DOOR.

AutoCAD SHX Text

AutoCAD SHX Text 1:12

AutoCAD SHX Text

"LOGO"

AutoCAD SHX Text

%%U ISOMETRIC

AutoCAD SHX Text

%%U TOP VIEW

AutoCAD SHX Text

%%U SECTION A

AutoCAD SHX Text A

AutoCAD SHX Text

FIN. GRADE

AutoCAD SHX Text 24"

AutoCAD SHX Text 12"

AutoCAD SHX Text

SLOPE 1/4":1`-0"

AutoCAD SHX Text IDENTIFIER LOGO CAST INTO LID. USE "COMMUNICATIONS" FOR COMM CONDUITS AND "ELECTRICAL" FOR POWER CONDUITS.

AutoCAD SHX Text

LIFTING SLOT

AutoCAD SHX Text

PADLOCK HASP

AutoCAD SHX Text

HEAVY DUTY STEEL CHECKER PLATE LID W/ STRUCTURAL BRACING

AutoCAD SHX Text 11" x 17" PRECAST REINFORCED CONCRETE PULLBOX ASTM-D1693.

AutoCAD SHX Text

BOX EXTENSION - COMPATIBLE W/ PULLBOX.

AutoCAD SHX Text

BUSHINGS

AutoCAD SHX Text

PROVIDE LONG SWEEP ELBOWS

AutoCAD SHX Text

USE MOUSE HOLES FOR CONDUIT ENTRY

AutoCAD SHX Text

STUB CONDUIT 2" ABOVE FINISHED GRAVEL LEVEL

AutoCAD SHX Text

SEAL ENDS OF ALL CONDUITS WATERTIGHT

AutoCAD SHX Text

PROVIDE 12" MIN. LOOP OF SLACK CABLE IN PULLBOX

AutoCAD SHX Text

SET TOP OF BOX TO ALLOW DRAINAGE AWAY FROM BOX.

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

FLUSH GRADE PULLBOX DETAIL

AutoCAD SHX Text

SLOPE 1/4" PER FOOT TO STREET

AutoCAD SHX Text

COMPACTED GRAVEL BASE

AutoCAD SHX Text

4" MIN. THICKNESS

AutoCAD SHX Text 4"

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

OR PLANTER

AutoCAD SHX Text

1/2" EXP. JOINT

AutoCAD SHX Text

MATERIAL BETWEEN

AutoCAD SHX Text

CONCRETE ELEMENTS

AutoCAD SHX Text

AND CURB

AutoCAD SHX Text

SPILL TYPE

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

FLOW TYPE

AutoCAD SHX Text

4" GRAVEL

AutoCAD SHX Text

BASE

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"R

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

MATCH ADJACENT

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

CURB AND GUTTER

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

SIDEWALK REPLACMENT DETAIL

AutoCAD SHX Text

%%U FRONT EXTERIOR

AutoCAD SHX Text

(SHOWN WITH OUTER DOOR REMOVED)

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

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

AutoCAD SHX Text 2.

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 3.

AutoCAD SHX Text

TRANSITION TO MATCH EXISTING ADJACENT CURBS.

AutoCAD SHX Text 4.

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 5.

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 6.

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

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 1.

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.

AutoCAD SHX Text 2.

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

AutoCAD SHX Text 3.

AutoCAD SHX Text

ROUND ALL SIDE EDGES AND JOINT EDGES WITH EDGING TOOL.

AutoCAD SHX Text

EXPANSION

AutoCAD SHX Text

JOINT

AutoCAD SHX Text

INTEGRAL

AutoCAD SHX Text

CURB

AutoCAD SHX Text

STREET PAVING

AutoCAD SHX Text

SLOPE 1/4" PER FOOT TO STREET

AutoCAD SHX Text

COMPACTED GRAVEL BASE

AutoCAD SHX Text

4" MIN. THICKNESS

AutoCAD SHX Text 4"

AutoCAD SHX Text NOTE: SEE SPECIFICATION 33 14 33 FOR SEE SPECIFICATION 33 14 33 FOR FURTHER DETAILS AND REQUIREMENTS RELATED TO THE SUMP PUMP CONTROL SYSTEM AND ENCLOSURE.

AutoCAD SHX Text

KWF

AutoCAD SHX Text

JJK

AutoCAD SHX Text

ME0.2

AutoCAD SHX Text

ELECTRICAL DETAILS

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR HTHW SUMP PUMPS

AutoCAD SHX Text 1123678

AutoCAD SHX Text 12.23.21

AutoCAD SHX Text

GPD, PC

AutoCAD SHX Text

192012-ME02-C3

AutoCAD SHX Text

SCALE: NONE

AutoCAD SHX Text

EXIST. CMU SCREEN WALL

AutoCAD SHX Text

PROVIDE RIGID GALVANIZED

AutoCAD SHX Text

CONDUIT

AutoCAD SHX Text

PROVIDE 12 GA. STEEL

AutoCAD SHX Text

STRUT ANCHORED SECURELY

AutoCAD SHX Text

TO WALL, AND PIPE STRAPS

AutoCAD SHX Text

FOR CONDUIT

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

AutoCAD SHX Text DETAIL NOTES: INSTALL LEVEL TRANSDUCER SIGNAL CABLES AND SUMP PUMP POWER IN SEPARATE CONDUITS AND WEATHERPROOF JUNCTION BOXES INTO EXISTING SUMP BASIN. FOR REQUIRED NUMBER OF CONDUITS SEE 1/ME0.2. 2" SCHEDULE 10 THREADED 316L STAINLESS STEEL PIPING. SEE SPECIFICATION SECTION 331433. FOR LARGER 10'X10' SERVICE LINE MANHOLES (SEE WORK SCHEDULE ME0.4) FLEXIBLE DISCHARGE PIPING TO A HARD PIPE ELBOW AT THE PIT WALL IS PERMITTED WHERE THERE IS NO DIRECT PATH TO EXISTING EFFLUENT LINE CONNECTION, SEE ME0.4 NOTE 4 FOR HOSE PRODUCT. HIGH TEMPERATURE RATED SUMP PUMP WITH BREAK AWAY FITTING AND CHECK VALVE. SEE SPECIFICATION SECTION 331433. PULSE RADAR LIQUID LEVEL TRANSMITTER. SEE SPECIFICATION SECTION 331433. FOR INSTALLATION DEPTHS 13 FEET OR MORE, PROVIDE AN INTERMEDIATE GUIDE RAIL SUPPORT BRACKET. TRANSITION FROM THREADED STAINLESS STEEL TO FLANGED CONNECTION (TYPICAL CONDITION) FOR CONNECTION TO EXISTING EFFLUENT PIPING WITHIN EACH SUMP BASIN AT INTERIOR WALL. FIELD VERIFY EXISTING CONDITION FOR EACH SUMP BASIN AND PROVIDE TRANSITION AS REQUIRED. INSTALL SUMP PUMP SUBMERSIBLE POWER CABLE WITH ADEQUATE SLACK FOR PULLING/PLACING PUMP FOR SERVICING VIA THE SLIDE RAIL SYSTEM. INSTALL NEW RADAR PULSE LEVEL TRANSDUCER WITH FACTORY MATCHED 'LR97-S006' 316L STAINLESS STEEL MOUNTING BRACKET WITHIN EXISTING SUMP. LOCATE ASSEMBLY SO THAT IT DOES NOT INTERFERE WITH LID OR PUMP REMOVAL, OR NEW SUMP PUMP DISCHARGE PIPING OR CABLES. SWITCH LEVELS TO MATCH EXISTING AND TO BE FIELD VERIFIED. INSTALL SENSOR VERTICALLY IN ACCORDANCE WITH ALL MANUFACTURER REQUIREMENTS. ANCHOR SLIDE RAILS TO INNER SUMP BASIN WALL. ANCHOR PULL CHAIN TO BE ACCESSIBLE FROM GRADE. OPERATIONAL SET POINTS SHALL BE COORDINATED WITH THE GOVERNMENT DURING SYSTEM COMMISSIONING. 'HIGH LEVEL' SETPOINT SHALL BE FIELD ADJUSTED TO PREVENT PUMP SHORT CYCLING.

AutoCAD SHX Text

TYPICAL HTHW SUMP PUMP SYSTEM DETAIL

AutoCAD SHX Text

ME0.2

AutoCAD SHX Text

FOR SUMP PUMP SYSTEM CONTROLLER DETAILS, FEATURES AND INSTALLATION SEE

AutoCAD SHX Text

NEW REMOTE ALARM LIGHT (BLUE) - SEE SCHEDULE ME0.4.

AutoCAD SHX Text EXISTING INFLUENT LINE FROM HTHW VALVE STATION OR BURIED DISTRIBUTION UTILITY TUNNEL. FIELD VERIFY AND RECORD INVERT ELEVATION.

AutoCAD SHX Text EXISTING EFFLUENT LINE FROM SUMP PIT TO STORM WATER SYSTEM. FIELD VERIFY AND RECORD INVERT ELEVATION.

AutoCAD SHX Text

NOTE: A LIMITED NUMBER OF INSTALLATIONS UTILIZE A METAL RISER SYSTEM

AutoCAD SHX Text

CAST ALUMINUM OR STAINLESS STEEL WEATHERPROOF JUNCTION BOX (TYP OF 2).

AutoCAD SHX Text

FOR PANEL FOUNDATION INSTALLATION DETAIL SEE

AutoCAD SHX Text

ANCHOR TO FLOOR PER MANUFACTURER INSTALLATION INSTRUCTIONS.

AutoCAD SHX Text

PROVIDE 12 GA. 316L STAINLESS STEEL STRUT SUPPORT (TYPICAL).

AutoCAD SHX Text HIGH TEMPERATURE EFFLUENT RATED SUBMERSIBLE SUMP PUMP WITH 2" DISCHARGE, 3/4" SPHERICAL SOLIDS HANDLING, FEATURING 416 STAINLESS STEEL SHAFT, CAST IRON VOLUTE, MOTOR HOUSING, SEAL PLATE, AND IMPELLER. 3 VANE OPEN IMPELLER WITH PUMP OUT VANES, DYNAMICALLY BALANCED, ISO G6.3. PUMP TO BE CONSTRUCTED WITH 300 SERIES STAINLESS STEEL HARDWARE, BUNA-N SQUARE RINGS, SINGLE MECHANICAL SEAL, AND NEMA-L MOTOR WITH OVERLOAD PROTECTION. MINIMUM CONTINUOUS LIQUID TEMPERATURE RATING SHALL BE GREATER OR EQUAL TO 200 DEGREES F, NO EXCEPTIONS. PROVIDE PUMP WITH SIZE 14/3 SUBMERSIBLE RATED POWER CABLE. ONE PER HTHW SUMP PUMP STATION LOCATION, SEE WORK SCHEDULE ME0.4. PROVIDE WITH BREAKAWAY FITTING WITH CHECK VALVE, BARNES MODEL 'BAF-2020CV' OR APPROVED EQUAL. PROVIDE SUMP PUMP WITH ENGINEERED CUSTOM CONTROL PANEL FEATURING 304 STAINLESS STEEL NEMA 4X ENCLOSURE, CONFIGURED FOR SIMPLEX WASTEWATER PUMPING APPLICATION CONFIGURED FOR 240V/1-PHASE INCOMING POWER. SEE PLAN SHEET ME0.2 AND SPECIFICATION SECTION 33 14 43 FOR FURTHER DETAILS AND REQUIREMENTS.

AutoCAD SHX Text

CAPACITY

AutoCAD SHX Text

PUMP SCHEDULE

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

GPM

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

MODEL

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

MOTOR

AutoCAD SHX Text

ELECTRICAL

AutoCAD SHX Text

RPM

AutoCAD SHX Text

HEAD

AutoCAD SHX Text

EFF

AutoCAD SHX Text

HTHW SUMP PUMP

AutoCAD SHX Text NOTE: PUMP SCHEDULE CONDITIONS MAY NOT CORRESPOND TO FINAL INSTALLED OPERATING POINT; SEE PLANS. PUMP HEAD IS IN FEET WATER COLUMN.

AutoCAD SHX Text

AutoCAD SHX Text 1/2

AutoCAD SHX Text

AutoCAD SHX Text 240V/1%%C

AutoCAD SHX Text

BARNES

AutoCAD SHX Text

EH522HT

AutoCAD SHX Text

MISCELLANEOUS EQUIPMENT SCHEDULE

AutoCAD SHX Text RADAR LEVEL TRANSDUCER (ONE PER HTHW SUMP PUMP STATION LOCATION, SEE WORK SCHEDULE ME0.4): 26 GHZ ECHO PULSE RADAR NON-CONTACT TYPE LIQUID LEVEL TRANSDUCER RATED FOR HIGH TEMPERATURE (-40 TO 212 DEGREES F) APPLICATIONS WITH A RANGE OF 12 INCHES TO 98.4 FEET AND AUTOMATIC TEMPERATURE COMPENSATION. UNIT REMOTE MOUNTED CONTROLLER (TO BE INTEGRATED INTO SUMP CUSTOM CONTROL PANEL) SHALL FEATURE NON-VOLATILE MEMORY, LCD DOT MATRIX DISPLAY, PUSH BUTTON CONFIGURATION ON IP67 RATED ENCLOSURE CONSTRUCTED OF ALUMINUM WITH 1/2" NPT CONDUIT ENTRANCE. SENSOR TO BE IP 68 RATED, 4.88 INCH ANTENNA DIAMETER, NYLON CONSTRUCTION, AND INCLUDE AN INTEGRAL 11 INCH LENGTH 304 SS MOUNTING BRACKET. OVERALL LENGTH WITH MOUNTING BRACKET IS 17.14 INCHES. UNIT SUPPLY VOLTAGE 16-26 VDC WITH 4-20mA SIGNAL OUTPUT AND ABILITY TO MAP (PROGRAM) OUT FALSE-ECHO RETURNS FOR OBSTRUCTIONS. UNIT TO INCLUDE 32.8 FEET LONG 6-CONDUCTOR PVC SHIELDED CABLE. PROVIDE FLOWLINE MODEL 'ECHOPULSE LR30' OR APPROVED EQUAL. SEE SPECIFICATION 331443.

AutoCAD SHX Text

PANELBOARD SCHEDULE

AutoCAD SHX Text

PANEL: P5

AutoCAD SHX Text

CHARACTERISTICS:

AutoCAD SHX Text

MISCELLANEOUS:

AutoCAD SHX Text

WIRE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

AutoCAD SHX Text %%u CONNECTED LOADS:

AutoCAD SHX Text

PHASE A

AutoCAD SHX Text

PHASE B

AutoCAD SHX Text

TOTAL:

AutoCAD SHX Text

TYPE

AutoCAD SHX Text M

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SPC-280

AutoCAD SHX Text

SPC-295

AutoCAD SHX Text

SUB-TOTAL LOADS

AutoCAD SHX Text 120/240V,1Ø,3W

AutoCAD SHX Text PROVIDE NEMA 3R ENCLOSURE | BOLT-ON BREAKERS | COPPER MAINS, NEUTRAL, & GROUND BUSSES

AutoCAD SHX Text 1.02

AutoCAD SHX Text 2.04

AutoCAD SHX Text

MAIN BREAKER:

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KVA

AutoCAD SHX Text %%u DEMAND LOADS:

AutoCAD SHX Text

LIGHTING LOAD:

AutoCAD SHX Text

RECEPTACLE LOAD:

AutoCAD SHX Text

RECEPTACLES AFTER 10KVA:

AutoCAD SHX Text

EQUIPMENT LOAD

AutoCAD SHX Text

MOTOR LOAD (W/O LARGEST):

AutoCAD SHX Text

LARGEST MOTOR:

AutoCAD SHX Text 60A

AutoCAD SHX Text

FEEDERS:

AutoCAD SHX Text

KVA LOAD

AutoCAD SHX Text

ØA

AutoCAD SHX Text 0.51

AutoCAD SHX Text 0.5

AutoCAD SHX Text

MOUNTING:

AutoCAD SHX Text

ØB

AutoCAD SHX Text 0.51

AutoCAD SHX Text 0.5

AutoCAD SHX Text

SEE ONE-LINE RISER DIAGRAM

AutoCAD SHX Text

CIRCUIT

AutoCAD SHX Text

BREAKER

AutoCAD SHX Text 20A-2P

AutoCAD SHX Text

AutoCAD SHX Text 20A-2P

AutoCAD SHX Text

AutoCAD SHX Text 20A-1P

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.84

AutoCAD SHX Text 1.20

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

CKT

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KVA

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

CKT

AutoCAD SHX Text

CIRCUIT

AutoCAD SHX Text

BREAKER

AutoCAD SHX Text 20A-2P

AutoCAD SHX Text

AutoCAD SHX Text 20A-2P

AutoCAD SHX Text

AutoCAD SHX Text 20A-1P

AutoCAD SHX Text 125%

AutoCAD SHX Text 100%

AutoCAD SHX Text 50%

AutoCAD SHX Text 100%

AutoCAD SHX Text 125%

AutoCAD SHX Text

FEED LOCATION:

AutoCAD SHX Text

KVA LOAD

AutoCAD SHX Text

ØA

AutoCAD SHX Text 0.51

AutoCAD SHX Text 0.5

AutoCAD SHX Text

ØB

AutoCAD SHX Text 0.51

AutoCAD SHX Text 0.5

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.8

AutoCAD SHX Text 1.5

AutoCAD SHX Text

TOP

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SPC-29

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SUB-TOTAL LOADS

AutoCAD SHX Text

MINIMUM AIC:

AutoCAD SHX Text

MAIN BUSS:

AutoCAD SHX Text %%u DEMAND RESULTS:

AutoCAD SHX Text

TOTAL DEMAND LOAD:

AutoCAD SHX Text

SPARE LOAD:

AutoCAD SHX Text

DESIGN LOAD:

AutoCAD SHX Text

FEEDER AMP.

AutoCAD SHX Text

22KAMPS

AutoCAD SHX Text 60A

AutoCAD SHX Text 2.3

AutoCAD SHX Text 10.1

AutoCAD SHX Text 12.5

AutoCAD SHX Text 60.0

AutoCAD SHX Text

TYPE

AutoCAD SHX Text M

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KVA

AutoCAD SHX Text

KVA

AutoCAD SHX Text Amps

AutoCAD SHX Text

WIRE

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

TRANSDUCER SIGNAL 'LOW LEVEL' SET POINT (OFF) - 6" ABOVE SUMP BASIN FLOOR.

AutoCAD SHX Text TRANSDUCER SIGNAL 'HIGH LEVEL' SETPOINT (PUMP ON) - 12" ABOVE 'LOW LEVEL' FOR SMALL VALVE STATION MANHOLES, 6" ABOVE FOR LARGER HTHW SERVICE LINE MANHOLES.

AutoCAD SHX Text

TRANSDUCER SIGNAL 'ALARM' SETPOINT (ALARM LIGHT ON) - 6" ABOVE 'HIGH LEVEL'

AutoCAD SHX Text

ME0.2

AutoCAD SHX Text EXISTING 10'X10' HTHW SERVICE LINE TAKEOFF MANHOLE (TYPICAL AT MANHOLE SITES MH-####) OR EXISTING 30" DIA CONCRETE CULVERT (TYPICAL AT MAIN VALVE STATIONS, VS-####). SEE ME0.4 WORK SCHEDULE FOR INDIVIDUAL SITE TYPES.

AutoCAD SHX Text GENERAL NOTES: ALTHOUGH IT IS DESIRED TO HAVE THE LEVEL SYSTEMS IN A LOCATION WHERE THEY ARE EASILY ACCESSIBLE, SUCH AS SHOWN IN THE DETAIL, THERE MAY BE TIMES IN WHICH THE SENSORS NEED TO BE INSTALLED ON THE WALL OF THE MANHOLE, OR IN OTHER AREAS, NOT DIRECTLY INSIDE THE MANHOLE LID. THE CONTRACTOR SHALL INCLUDE PROVISIONS IN THEIR BID TO ALLOW MULTIPLE DIFFERENT LOCATION INSTALLATIONS. A GOVERNMENT REPRESENTATIVE AND THE CONTRACTOR MUST MEET ON SITE AND AGREE WHERE IT IS ACCEPTABLE TO INSTALL THE LEVEL SENSOR. CHOOSING THIS LOCATION DOES NOT RELEASE THE CONTRACTOR OF LIABILITY IF THE UNIT DOES NOT FUNCTION CORRECTLY IN THAT LOCATION, AS THE CONTRACTOR MUST TELL THE GOVERNMENT, IN WRITING, THAT THEY DO NOT FEEL THE UNIT WILL WORK. PROPER DOCUMENTATION FROM THE MANUFACTURER WILL ALSO BE REQUIRED FOR JUSTIFICATION FOR THIS. MANY MANHOLES ALL DIFFER IN EXISTING ORIENTATIONS, SO A GOVERNMENT REPRESENTATIVE AND THE CONTRACTOR SHALL MEET AND DISCUSS INSTALL SPECIFICS PRIOR TO WORK. ONLY TWO VALVE STATIONS CAN BE WORKED ON AT ONE TIME. NO DEMOLITION SHALL COMMENCE UNTIL THE CONTRACTOR PROVIDES DOCUMENTATION SHOWING MATERIALS HAVE BEEN ORDERED, AND SHIPPED. IF THE CONTRACTOR DELAYS WORK, OR HAS ANY WORK STILL GOING ON, AFTER THE HEAT PLANT IS OPERATING, IT SHALL BE THEIR RESPONSIBILITY TO DEWATER THE MANHOLE DURING THE ENTIRE HEAT PLANT OPERATING SEASON. NO WORK CAN GO ON INSIDE THE MANHOLE WHILE THE HEAT PLANT IS IN OPERATION. SUMP PUMP CONTROL PANELS MUST BE STAND MOUNTED, THEY CANNOT BE INSTALLED ON ANY EXISTING STRUCTURES, WALLS, ETC, UNLESS OTHERWISE ALLOWED BY THE GOVERNMENT. VS-882 IS A STEEL MH. CTR SHALL INCLUDE IN THEIR BID THE ABILITY TO WELD SUPPORTS/FASTENERS TO THE STEEL MH. CONTRACTOR MUST HAVE A CONFINED SPACE PLAN TO BE SUBMITTED TO THE GOVERNMENT. NOTIFICATION AND SCHEDULING FOR ENTRANCE TO THESE MH'S MUST BE COORDINATED WITH CIVIL ENGINEERING, FIRE DEPARTMENT, BIO ENVIRONMENTAL, AND BASE SAFETY. BEFORE WORK STARTS, CONTRACTOR AND PROJECT INSPECTOR TO MEET AND GO OVER DETAILS FOR WORK COMPLETION.

AutoCAD SHX Text

LJW

AutoCAD SHX Text

LJW

AutoCAD SHX Text

ME0.3

AutoCAD SHX Text

SUMP PUMP DETAIL AND SCHEDULES

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR HTHW SUMP PUMPS

AutoCAD SHX Text 1123678

AutoCAD SHX Text 12.23.21

AutoCAD SHX Text

GPD, PC

AutoCAD SHX Text

192012-ME03-C8

NOTES:

1. REFER TO SUMP PUMP CONTROLLER DETAIL 1/ME0.2 AND SUMP PUMP INSTALLATION DETAIL 1/ME0.3.

2. HTHW PIPING CROSSES THROUGH MANHOLE PARTIALLY OBSTRUCTING PUMP & LEVEL DETECTOR INSTALLATION. COORDINATE FINAL PLACEMENTS WITH CONTRACTING

OFFICER'S TECHNICAL REPRESENTATIVE. THIS INSTALLATION WILL REQUIRE ADDITIONAL EFFORT TO PROGRAM OUT FALSE ECHO RETURNS (FROM THE PIPING AND NOT

WATER) WITH TRANSDUCER.

3. THIS MANHOLE IS CONSTRUCTED WITH METAL ABOVE GRADE RISER AND MANHOLE COVER.

4. HTHW SERVICE LINE TAKEOFF MANHOLE. DISCHARGE PIPING FOR THIS MANHOLE IS CONFIGURED WITH FLEXIBLE HOSE DUE TO LARGER MANHOLE SIZE AND PRESENCE OF

PIPING. PROVIDE 2" 'GATES 232MB STEAM QUEEN' HOSE OR APPROVED EQUAL, RATED FOR 250 PSIG AND 450°F. HOSE TO BE OF SUFFICIENT LENGTH TO ALLOW PUMP

REMOVAL WITHOUT DISCONNECTING HOSE. FOR THESE LARGER VOLUME MANHOLES, PUMP 'ON' SETPOINT SHALL BE 6" ABOVE 'PUMP OFF' SETPOINT.

5. THIS MANHOLE TO RECEIVE NEW SUMP DISCHARGE LINE ROUTED TO EXISTING STORM DRAIN. SEE DETAIL 2/ME1.2.

NUMBER

MANHOLE / VALVE

STATION LOCATION

OR DESIGNATION

CONTROL AND/OR ALARM PANEL CONFIGURATION

TRANSFORMER

PIPE SIZE

INCHES

DISTANCE FROM

TOP OF

MANHOLE TO

TOP OF PIPE NOTES

CONTROLLER

POWER FEED

ORIGINATION VOLTAGE HOA

MOTOR

AMP

RATING

MAX

PANEL

AMPS

REMOTE ALARM

LIGHT INPUT

VOLTAGE

OUTPUT

VOLTAGE

REQ'D

Y/N COLOR OUTLET INLET OUTLET INLET

MH-VS480 SPC-480

PEDESTAL

LOAD CENTER

P-493

120/240V

/ 1PH YES 5.3 18.0 YES BLUE 240V/1PH

2W 120/240V

1PH 3W 2 4 2'-0" 7'-11"

MH-VS882 SPC-882

PEDESTAL

LOAD CENTER

P-493

120/240V

/ 1PH YES 5.3 18.0 NO - 240V/1PH

2W 120/240V

1PH 3W - - GRADE 6'-7"

MH-VS1082 SPC-1082 B1062 PANEL A 120/240V

/ 1PH YES 5.3 18.0 NO 208V/1PH

2W 120/240V

1PH 3W - - NEW,

24"

4'-7"

MH-VS1154 SPC-1154

PARKING LOT

LIGHTING LOAD

CENTER

PEDESTAL

120/240V

/ 1PH YES 5.3 18.0 YES BLUE 240V/1PH

2W 120/240V

1PH 3W 2 4 6" 6'-6"

MH-VS1199 SPC-1199 T-1192 PANEL

120/240V

/ 1PH YES 5.3 18.0 YES BLUE 208V/1PH

2W 120/240V

1PH 3W 2 4 1'-1" 6'-8"

MH-VS1305 SPC-1154

PARKING LOT

LIGHTING LOAD

CENTER

PEDESTAL

120/240V

/ 1PH YES 5.3 18.0 YES BLUE 240V/1PH

2W 120/240V

1PH 3W 2 4 1'-0" 7'-2"

MH-VS2055 SPC-2055 T-1192 PNL P2 120/240V

/ 1PH YES 5.3 18.0 YES BLUE 240V/1PH

2W 120/240V

1PH 3W 2 4 10" 3'-8"

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

AutoCAD SHX Text GENERAL NOTES: FOR EACH HTHW SUMP PUMP SYSTEM INDICATED, THE FOLLOWING WORK IS REQUIRED: 1. CONTRACTOR SHALL FIELD-VERIFY ALL INVERT ELEVATIONS LISTED IN THE CHART ON THIS SHEET. CONTRACTOR SHALL FIELD-VERIFY ALL INVERT ELEVATIONS LISTED IN THE CHART ON THIS SHEET. LISTED INVERT ELEVATIONS FOR INLET/OUTLET PIPING ARE BASED UPON LASER MEASUREMENT FROM GRADE DURING LIMITED FIELD INVESTIGATION AND ARE FOR REFERENCE ONLY. WHERE INVERT ELEVATIONS ARE NOT LISTED, ACCESS COULD NOT BE GAINED BY THE CONSULTANT DURING DESIGN - ASSUME 10FT DEPTH FOR BIDDING PURPOSES. A INTEGRAL PART OF THIS CONTRACT SHALL BE THE FIELD VERIFICATION AND UPDATES TO ALL DATA FIELDS OF THIS SHEET'S CHART, WHICH SHALL BE SUBMITTED TO THE GOVERNMENT PRIOR TO CONTRACT CLOSEOUT FOR APPROVAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER REMOVAL FROM THE HTHW SUMP BASINS TO THE CONTRACTOR IS RESPONSIBLE FOR ALL WATER REMOVAL FROM THE HTHW SUMP BASINS TO PERFORM THE WORK COVERED BY THIS CONTRACT. 3. FOR EACH PIT, EVERYTHING SHALL BE COMPLETELY REMOVED AS A PART OF DEMOLITION SCOPE. FOR EACH PIT, EVERYTHING SHALL BE COMPLETELY REMOVED AS A PART OF DEMOLITION SCOPE. THIS INCLUDES, BUT IS NOT LIMITED TO THE SUMP PUMP, SUMP PUMP CONTROLLER INCLUDING FOUNDATION/CONDUIT/STRUT SUPPORTS, AUXILIARY SCREEN WALL ALARM LIGHTS, EXISTING HANGARS AND SUPPORTS, CONDUITS, LEVEL DETECTION ASSEMBLIES (FLOATS, RODS, SWITCHES), MISCELLANEOUS JUNCTION BOXES, SIGNAL AND POWER WIRING. THE INTENT OF THIS CONTRACT IS TO COMPLETELY REBUILD THE SUMP PUMPS SYSTEM AND SUPPORTING EQUIPMENT. WHERE FASTENERS ARE ANCHORED INTO CONCRETE, THEY SHALL BE CUT OFF AND GROUND FLUSH WITH THE BASIN WALLS, OR REMOVED AND THE HOLES SEALED WATER TIGHT. WHERE ANCHOR BOLTS ARE CUT OFF FLUSH, THE SURFACE SHALL BE REFINISHED TO MATCH EXISTING. EXISTING SUPPORTS MAY ONLY BE REUSED WHERE SPECIFICALLY PERMITTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. THE GOVERNMENT RESERVES THE RIGHT TO SALVAGE ANY PROJECT PARTS RESULTANT FROM THIS DEMOLITION SCOPE. ALSO REFER TO SPECIFICATION SECTION 024100 DEMOLITION. 4. FOR EACH PIT, THE CONTRACTOR SHALL CLEAN THE PIT, INFLUENT AND EFFLUENT LINES AS A FOR EACH PIT, THE CONTRACTOR SHALL CLEAN THE PIT, INFLUENT AND EFFLUENT LINES AS A PART OF THE DEMOLITION SCOPE TO PREPARE FOR INSTALLATION OF NEW SYSTEMS. EACH INFLUENT AND EFFLUENT LINE AT EACH LOCATION SHALL BE CAMERA SCOPED 15 FEET DOWN THE LINE TO VERIFY INTEGRITY (WHERE LINE IS LARGE ENOUGH DIAMETER). NOTIFY THE GOVERNMENT IN WRITING OF ANY EXISTING CONDITIONS WHERE LINES ARE DAMAGED AND NEED REPAIR. 5. POWER AND LEVEL TRANSDUCER SIGNAL WIRING SHALL BE INSTALLED INTO THE EXISTING SUMP POWER AND LEVEL TRANSDUCER SIGNAL WIRING SHALL BE INSTALLED INTO THE EXISTING SUMP PITS IN SEPARATE CONDUITS - REFER TO SYSTEM INSTALLATION DETAILS ON PLANS ME0.2/ME0.3. 6. THE NEW SUMP PUMP SYSTEMS (SLIDE RAILS AND PUMP) AND LEVEL TRANSDUCERS SHALL BE THE NEW SUMP PUMP SYSTEMS (SLIDE RAILS AND PUMP) AND LEVEL TRANSDUCERS SHALL BE ARRANGED SUCH THAT THE PUMP CAN BE REMOVED WITHOUT REMOVAL OF THE LEVEL DETECTION TRANSDUCER. THE MANHOLE LID SHALL BE REMOVABLE WITHOUT DISCONNECTION OF POWER OR SIGNAL LEADS TO THE LEVEL TRANSDUCER, AND THE MANHOLE STAIRS (IF PRESENT) SHALL BE USABLE. 7. AT EACH LOCATION OF WORK, THE SUMP PUMP SYSTEM (PUMP, LEVEL DETECTION, CONTROLS, AT EACH LOCATION OF WORK, THE SUMP PUMP SYSTEM (PUMP, LEVEL DETECTION, CONTROLS, ALARMS, ETC) SHALL BE COMMISSIONED AFTER STARTUP. PROVIDE 2 WEEKS NOTICE TO GOVERNMENT PRIOR TO SCHEDULING AND COMMENCING THIS WORK. THE CE HVAC SHOP MUST BE MUST BE BE PRESENT DURING SYSTEM COMMISSIONING. THIS WORK SHALL ENTAIL MEASUREMENT AND VERIFICATION THAT THE SYSTEM OPERATES AS DESIGNED, ADJUSTMENT AND DOCUMENTATION OF INDIVIDUAL SYSTEM SET POINTS, RECORDING AND ADJUSTMENT OF PUMP RUN TIMES, AS WELL AS TESTING OF SYSTEM ALARMS AND ASSOCIATED SETPOINTS. SUBMIT A FIELD COMMISSIONING REPORT TO THE GOVERNMENT PRIOR TO CONTRACT CLOSE-OUT INCLUDING DOCUMENTATION OF EACH WORK TASK COMPLETED AT EACH SUMP PUMP SYSTEM INSTALLATION SITE, ALARM LEVEL SETPOINTS, FINAL INSTALLED PUMP RUN TIME (IE TIME TO PUMP OUT FROM PUMP 'ON' TO 'OFF' SET POINTS), AND DOCUMENTATION OF EXISTING CONDITIONS DIFFERING FROM THE ORIGINAL DESIGN. MINIMUM DIFFERENTIAL BETWEEN PUMP 'ON' AND 'OFF' SHALL BE 6 INCHES FOR THE LARGER HTHW SERVICE LINE MANHOLES, AND 12" FOR THE SMALLER HTHW DISTRIBUTION VALVE STATION MANHOLES. 8. FOR EACH PUMP CONTROL PANEL, INSTALL A LABEL ON THE OUTSIDE OF THE CONTROLS FOR EACH PUMP CONTROL PANEL, INSTALL A LABEL ON THE OUTSIDE OF THE CONTROLS ENCLOSURE WITH: 'MH-XXXX' PER THE NOMENCLATURE ON THIS SHEET'S CHART, AS WELL AS THE SYSTEM POWER SOURCE ORIGINATION POINT. NAMEPLATES TO BE BLACK PHENOLIC, WHITE ENGRAVED LETTERING, 1/4 INCH TEXT HEIGHT. SEE 1/ME0.2 FOR INSTALL LOCATION. 9. ALTHOUGH THE TABLE TO THE LEFT SPECIFICALLY REFERENCES WHICH MH'S HAVE POSSIBLE ALTHOUGH THE TABLE TO THE LEFT SPECIFICALLY REFERENCES WHICH MH'S HAVE POSSIBLE INTERFERENCE (NOTE 2), WHICH MAY INVOLVE PROGRAMMING OUT FALSE POSITIVES, THIS SHALL BE CONSIDERED INCIDENTAL TO ALL MH INSTALLATIONS. ANY PROGRAMMING TO ELIMINATE FALSE ALL MH INSTALLATIONS. ANY PROGRAMMING TO ELIMINATE FALSE MH INSTALLATIONS. ANY PROGRAMMING TO ELIMINATE FALSE POSITIVE READINGS MUST BE DONE BY THE CONTRACTOR, REGARDLESS IF SPECIFICALLY CALLED OUT IN THE TABLE OR NOT. NOTE 2 IN THE TABLE IS A CONVENIENCE FOR KNOWN MH'S THAT KNOWN MH'S THAT MH'S THAT WILL HAVE PROGRAMMING NEEDED. OTHER MH'S MAY ALSO NEED IT, HENCE BEING CONSIDERED INCIDENTAL ON ALL INSTALLATIONS.

AutoCAD SHX Text

LJW

AutoCAD SHX Text

LJW

AutoCAD SHX Text

ME0.4

AutoCAD SHX Text

HTHW SUMP PUMPS WORK SCHEDULE

AutoCAD SHX Text

ATTACHMENT:

AutoCAD SHX Text

REV.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

REVIEWED BY

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PLATE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

PROJECT NUMBERS

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

RECORD FILE NUMBER

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

REPAIR HTHW SUMP PUMPS

AutoCAD SHX Text 1123678

AutoCAD SHX Text 12.23.21

AutoCAD SHX Text

GPD, PC

AutoCAD SHX Text

192012-ME04-C3

C O

M M

C O

M M

C O

M M

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

S D

E E

E S

E E

S E

E S

G G

G G G

S A

N S

A N

S A

SAN SAN SAN SAN

SAN SAN SAN SAN SAN SAN SAN

SAN SAN

W W

W W W W W

WWWWW

WWW

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

C O

M M

C O

M M

COMMCOMM

C O

M M

C O

M M

COMM

COMM COMM

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

COMMCOMM

COMM COMM COMM

C O

M M

C O

M M

C O

M M

COMM

C O

M M

COM

COMM

SD SD

S D

SD SD

SD SD SD

U U

E E E E

E S

ESES

E S

G G

SAN

S A

N S

A N

S A

N S

A N

S A

AN SAN SAN SAN SAN SAN

SAN

W W W W W W W W W W W

W W

W W W W

W W

W W W W

W W

W W W W

W W W

W W

W W W W

W W W

W W

BUILDING 1082

BUILDING 1062

BLDG.

BUILDING 1199

R E

R I V

T R

E E

O R

T H

GODDARD DRIVE

T R

E E

O R

T H

N D

T R

E E

O R

T H

BLDG.

GLOBAL STRIKE COMMAND

MALMSTROM AIR FORCE BASE, MONTANA

AutoCAD SHX Text

ELECTRICAL SITE PLAN - AREA H - 1199 AND 2055

AutoCAD SHX Text

SCALE: 1" = 50'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

ELECTRICAL SITE PLAN - AREA I - 1082

AutoCAD SHX Text

SCALE: 1" = 50'

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text J

AutoCAD SHX Text

SPC-2055

AutoCAD SHX Text

SPC-1199

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text

EX. PEDESTAL MOUNTED PANEL P-G8 WITH CIRCUIT TO SPC-1082.

AutoCAD SHX Text J

AutoCAD SHX Text

SPC-1082

AutoCAD SHX Text

SPC-28

AutoCAD SHX Text

EX. T1192

AutoCAD SHX Text

EX. T1199B

AutoCAD SHX Text

EX. SW-G8

AutoCAD SHX Text

SPECIFIC SHEET NOTES:

AutoCAD SHX Text INSTALL 1" CONDUIT, HORIZONTAL DIRECTION DRILL UNDER ROADWAY WITH 2#12+#12 GROUND FOR NEW CONTROLLER.

AutoCAD SHX Text

INSTALL 4#8+#8 GROUND IN NEW 1" CONDUIT (2 CIRCUITS).

AutoCAD SHX Text REMOVE EXISTING SUMP PUMP CONTROLLER, ALARM LIGHT, POST AND ASSOCIATED STRUT SUPPORTS. INSTALL NEW CONTROLLER. SEE DETAIL 1/ME0.2.

AutoCAD SHX Text INSTALL NEW FLUSH GRADE JUNCTION BOX. SEE DETAIL 3/M0.2. FIELD ADJUST LOCATION AS TO NOT INSTALL IN EXISTING LANDSCAPE AND TREES.

AutoCAD SHX Text INSTALL 1" CONDUIT, HORIZONTAL DIRECTION DRILL UNDER ROADWAY WITH 4#10+#10 GROUND (2 CIRCUITS).

AutoCAD SHX Text

INSTALL 2#8+#8 GROUND IN NEW 1" CONDUIT, MINIMUM 24" BURY.

AutoCAD SHX Text

INSTALL 2#10+#10 GROUND IN NEW 1" CONDUIT, MINIMUM 24" BURY.

AutoCAD SHX Text REMOVE EXISTING FEEDER BACK TO CIRCUIT BREAKER. INSTALL 4#10+#10 GROUND IN NEW 1" CONDUIT (2 CIRCUITS).

AutoCAD SHX Text INSTALL 1" CONDUIT, HORIZONTAL DIRECTION DRILL UNDER ROADWAY WITH 4#8+#8 GROUND (2 CIRCUITS).

AutoCAD SHX Text INSTALL 1" CONDUIT, HORIZONTAL DIRECTION DRILL UNDER ROADWAY WITH 2#8+#8 GROUND. OFFSET CONDUIT/CIRCUIT AS TO NOT RUN ON TOP OF HTHW MAIN COFFINS.

AutoCAD SHX Text REMOVE EXISTING FEEDER BACK TO CIRCUIT BREAKER. INSTALL NEW 2#10+#10 GROUND IN EXISTING CONDUIT.

AutoCAD SHX Text REMOVE EXISTING FEEDER BACK TO SOURCE. CUT-OFF CONDUIT BELOW GRADE AND ABANDON IN PLACE.

AutoCAD SHX Text INSTALL 1" CONDUIT, HORIZONTAL DIRECTION DRILL UNDER ROADWAY WITH 2#10+#10 GROUND.

AutoCAD SHX Text INSTALL 1" CONDUIT, HORIZONTAL DIRECTION DRILL UNDER ROADWAY FOR FUTURE SUMP PUMP MONITORING CABLE.

AutoCAD SHX Text

INSTALL 1" CONDUIT, MINIMUM 24" BURY FOR FUTURE SUMP PUMP MONITORING CABLE.

AutoCAD SHX Text EXISTING FLUSH GRADE PULL BOX WITH EMCS CABLE. CONNECT 1" CONDUIT FROM SUMP PUMP CONTROLLER.

AutoCAD SHX Text

INSTALL 1" CONDUIT WITH 4#10+#10 GROUND (2 CIRCUITS).

AutoCAD SHX Text

PENETRATE EXTERIOR WALL FOR EMCS MONITORING CONDUIT, SEAL WATERTIGHT.

AutoCAD SHX Text

INSTALL 2#12+#12 GROUND IN 1" CONDUIT, MINIMUM 24" BURY.

AutoCAD SHX Text REMOVE EXISTING FEEDER. INSTALL NEW 2#8+#8 GROUND IN EXISTING CONDUIT FOR SPC-102.

AutoCAD SHX Text ROUTE NEW 2" CPVC DISCHARGE LINE FROM MANHOLE TO CONNECT TO EXISTING 12" STORM DRAIN, SLOPE AT 1.25% TOWARDS STORM DRAIN FROM MANHOLE. INCLUDES EXCAVATION, BACKFILL, COMPACTION, AND ANY OTHER LANDSCAPE/GROUND RESTORATION.

AutoCAD SHX Text THIS MANHOLE…

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

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