Attachment_4.3_-_Amended_Drawings.pdf

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Demo of Building 1150
Solicitation number
FA462619RA004
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Attachment 4.3 Amended Drawings

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Solicitation_Amendment_FA462619RA0040003_SF_30.pdf PDF
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As-Builts.pdf PDF
Solicitation_Amendment_FA462619RA0040002_SF_30.pdf PDF
Demo_Bldg_1150,_Drawing_Set_29_Apr_19.pdf PDF
Amended_Specification_Sections.pdf PDF
Questions_-_Answers2.docx DOCX document
Attachment_1.1_-_Amended_Technical_Specifications.pdf PDF
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Solicitation_Amendment_FA462619RA0040001_SF_30.pdf PDF
Pre-Proposal_Conference_Attendance_&_Checklist.pdf PDF
Attachment_8_-_Section_L_&_M_Updated_3.21.19.rtf RTF text file
Mech_Room_Photos.pdf PDF
Questions_-_Answers.docx DOCX document
Attachment_4.2_-_Drawings_Pt_2.pdf PDF
Attachment_5_-_Wage_Determination_MT_66.docx DOCX document
Attachment_1_-_Technical_Specifications.pdf PDF
Attachment_10_-_Additional_Clauses.docx DOCX document
Attachment_3_-_Schedule_of_Drawings.pdf PDF
Solicitation_-_FA462619RA004.pdf PDF
Attachment_8_-_Section_L_&_M_Updated_3.21.19.rtf RTF text file
Attachment_9_-_Subcontractor_Consent.doc DOC document
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Attachment_7_-_Special_Contract_Requirements.docx DOCX document
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GENERAL NOTES:

1. Contact One Call utility locates. Process Work Clearance Request (AF Form 103) and coordinate with Government Inspectors for utility locates prior to beginning excavations.

2. Obtain any necessary permits.

3. Remove and reset all street and traffic signs that interfere with construction.

4. Lead paint and asbestos testing has been completed for Bldg. 1150. See specifications for report.

5. Contractor to include all lead paint and asbestos abatement for Bldg 1150.

MALMSTROM AIR FORCE BASE

BUILDING 1150 DEMOLITION

PROJECT NUMBER 1044085

PROJECT LOCATION

PROJECT LOCATION

BUILDING 1150

BUILDING 1150

SHEET INDEX

AIR FORCE GLOBAL STRIKE COM MAND

C.0

C.1

C.2

C.3.1

C.3.2

C.3.3

C.3.4

C.3.5

C.3.6

C.5

C.4

COVER SHEET PAGE 1 OF 15

DEMOLITION PLAN

COMPOSITE UTILITIES

ELECTRICAL DEMOLITION PLAN

NATURAL GAS DEMOLITION PLAN

HIGH TEMPERATURE HOT WATER DEMOLITION PLAN

WATER DISTRIBUTION DEMOLITION PALN

SANITARY SEWER DEMOLITION PLAN

ROAD CONSTRUCTION

STORM DRAINAGE SYSTEM DEMOLITION PLAN

EXISTING SITE CONTOURS

C.3

Not In Contract - Removed 10 Apr 2019

C.6

C.7

NEW PAVEMENTS

SITE GRADING PLAN

C.8 SITE IRRIGATION PLAN

FA462619RA004Attachment 4

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BUILDING 1150 DEMO

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SRA SHELBY

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2LT HOWLAND

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FA4626-18-R-0042

NOTES:

1. Demolish completely the building, all above grade and below grade elements, including but not limited to concrete footings, foundation, slab, ramps, walls, bollards, fencing, sidewalks denoted for demolition to nearest joints, curb and gutter, and pavement section within the limits of demolition.

2. Saw cut existing pavement and concrete in a neat manner.

3. Demolish, cut and/or cap utilities as shown on other sheets.

4. Protect all trees, shrubs, and vegetation within limits of demolition to the extent possible to remove all building materials. If trees or shrub are damaged, they are to be replaced with in-kind vegetation.

5. N/A.

6. Remove wall at the entryway of Bldg 1150. Legally dispose of all bricks.

7. Maintain existing elevations at trees. Maintain grade away from trees.

8. Demolish three existing light base fixtures.

9. Protect existing sidewalks outside of demo limits.

AIR FORCE GLOBAL STRIKE COM MAND

BUILDING 1150

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FUTURE ROAD CONSTRUCTION AREA

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NOTE: -MINOR CONTOUR INTERVAL .25 FT -MAJOR CONTOUR INTERVAL 1 FT

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ATTACHMENT 4

FA462619RA004

AIR FORCE GLOBAL STRIKE COM MAND

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LEGEND

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ALL SURVEY DATA WAS SURVEYED IN WGS 84 UTM 12N

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USING REAL TIME KINEMATAIC (RTK) GPS SURVEY EQUIPMENT

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POST INDICATOR VALVE

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14 SEP 18

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FIRE HYDRANT

1. Demolish three existing light pole base fixtures.

2. Re-feed light on pole along west corner of BX off existing transformer.

3. N/A

4. Protect existing transformer and line.

5. N/A

6. Demolish concrete duct bank and conduit to below grade

AIR FORCE GLOBA L STRIKE COM MAND

BUILDING 1150

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1. Cut existing natural gas service as shown. Remove lines if possible without damaging trees and shrubs. If vegetation will be damaged, abandon line in-place.

2. Remove and dispose all above-ground gas equipment such as meters, regulators and valves.

AIR FORCE GLOBA L STRIKE COM MAND

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1. Shut off HTHW service line at valve near Goddard Drive.

2. Drain, cut and cap line at manhole shown on plans.

3. Remove line in dashed area as shown on plans.

4. Abandon line in-place

AIR FORCE GLOBAL S TRIKE COM MAND

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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BUILDING 1150/1151 HTHW DEMO

AutoCAD SHX Text 1"=40'

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SRA SHELBY

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2LT HOWLAND

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DEBBIE PACE

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14 SEP 18

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STANDARD HYDRANT

PUMPER NOZZLE TO FACE

STREET UNLESS DIRECTED

OTHERWISE

24" MAX

18" MIN

CONC THRUST

BLOCK

CONC THRUST BLOCK

MINIMM 2 SQUARE FEET

(.2m2) BEARING SURFACE

CONCRETE BEARING BLOCK

MINIMUM 2'x2'x6" (.6mX.6mX15cm)

AWWA TEE OR TAPPING SLEEVE

ON WATER MAIN

M I N

I M

U M

C

O V

E R

A

P E

C I F

I E

D

MIN 1/2 CUBIC

YARD(.4m^3)

WASHED GRAVEL

BUILDING PAPER

ALTERNATE LOCATION FOR

GATE VALVE

WITH VALVE BOX

(SEE SPECIAL PROVISIONS)

FINISH GRADE LINE

NOTES:

1. THRUST BLOCKING TO BE IN

CONFORMANCE WITH

STANDARD DRAWING 2713

2. FOR BOLTED FITTING,

BLOCKING SHALL NOT

OBSTRUCT BOLTS

3. HYDRANT WEEP HOLES TO

REMAIN UNOBSTRUCTED

NOT TO SCALE

NOTES:

1. Notify Malmstrom AFB Water Department a minimum of 24 hours prior to beginning any work.

2. Any existing valves which control Malmstrom AFB water supply shall be operated by Malmstrom AFB personnel only.

3. Remove and relocate existing fire hydrant with valve and cathodic protection to new location shown on plans.

4. Cut water service between two PIVs and remove the PIVs closest to building 1150 and install blind flange on end of pipe. Abandon water service to BX in-place. Ensure water service and PIV to Library/Bowling Alley remains operational.

5. Remove and dispose of all found irrigation line within demo area.

6. The minimum cover for all water mains shall be 6.5 feet.

7. Maintain a minimum of 10 feet horizontal separation between water lines and sanitary sewer and storm sewer lines.

8. Maintain a minimum 18-inches vertical separation between water lines and outside of sanitary sewer and storm sewer lines.

9. Cut water service line to Building 1150 and use to supply all irrigation. See irrigation sheet page 15.

AIR FORCE GLOBAL STRIKE COM MAND

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MALMSTROM AIR FORCE BASE, MONTANA

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WATER DISTRIBUTION DEMO

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SRA SHELBY

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2LT HOWLAND

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14 SEP 18

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LEGEND

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POST INDICATOR VALVE

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FIRE HYDRANT

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WATER CONTROL VALVE

1. Cut, cap and grout the two existing sanitary sewer services to Bldg 1150.

Grout should be flush with main line so as not to interfere with the main line flows.

2. Cut and remove existing sanitary sewer service line from Bldg 1150 until reaching the Sewer Manhole within the demolition area as shown.

Abandon line in-place at locations shown on plans.

AIR FORCE GLOBAL S TRIKE COM MAND

M

BUILDING 1150

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SANITARY SEWER DEMO

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SRA SHELBY

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2LT HOWLAND

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DEBBIE PACE

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14 SEP 18

AutoCAD SHX Text C.3.5

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V A

R I E

S

6"

BASE POUR IN FIELD

OR PRECAST

#5 @ 12" O.C

EACH WAY

CONCRETE

FILLET

PIPE

27" RCP CL.II

(ASTM C-76)

1"

IFCO MODEL 525

GRATE OR

APPROVED EQUAL

NEW DRIVEWAY

CURB AND GUTTER

STORM INLET

NOT TO SCALE

GUTTER DEPRESSION

TO TOP OF GRATE

INLET CASTINGS

ADJUST INLET

CASTINGS TO GRADE

3'-0" FOR SINGLE INLET

6'-0" FOR DOUBLE INLET

SEE NOTE

EXPANSION JOINT

5'-0 TRANSITION ON

BOTH SIDES OF INLET

SUB BASE COURSE

NORMAL CURB

SECTION

4'-0"

2'-0"

V A

R I A

B L

E

REINFORCING

CONCRETE APRON

FOR CURB INLET

NOT TO SCALE

NOTES:

1. Keep specified storm inlets in good working condition.

2. Upon new road construction move storm inlet to the curb of road.

3. Maintain site drainage to existing storm inlets.

4. Cut and cap specified storm drain inlets. remove and dispose of grates.

AIR FORCE GLOBAL STRIKE COM MAND

S

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BUILDING 1150

B

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STORM WATER DEMO

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6" 24"

2'-0" MIN

NOTE:

1. CONTRACTION JOINTS CUT AT 10 FOOT INTERVALS

2. EXPANSIONS JOINTS AT 50 FOOT INTERVALS

3. ROUND ALL SIDE EDGES AND JOINT EDGES WITH EDGING TOOL

4. THE TRANSITION LENGTH BETWEEN A NORMAL CURB SECTION AND A DROP CURB

SECTION SHALL BE 5'-0" UNLESS NOTED OTHERWISE

CURB DROP

2"

3" RADIUS

4" RADIUS

SEE TYPICAL

ASPHALT SECTION

SAWCUT EXISTING

ASPHALT

EXISTING

ASPHALT

SECTION

EXISTING

GRAVEL

SECTION

COMPACTED 1

" MINUS

CRUSHED BASE COURSE

NOT TO SCALE

TYPICAL CURB AND GUTTER DETAIL

GEOTEXTILE SEPARATION

FABRIC

TYPE "A" COMPACTED

TRENCH BACKFILL

3" ASPHALT

SURFACE COURSE

NOT TO SCALE

ASPHALT TYPICAL SECTION

12" SUBBASE

6" CRUSHED BASE COURSE

TYPICAL PAVEMENT SECTION DETAIL

12'

2% SLOPE

2% SLOPE

2'5' 2'

6" - 3/4" MINUS CRUSHED LEVELING COURSE

12" - 1.5" CRUSHED BASE COURSE

GEOTEXTILE FABRIC

GEOGRID

4" - 1.5" CRUSHED BASE COURSE

4" - CONCRETE SIDEWALK

8" - 1.5" CRUSHED BASE COURSE

BACKFILL OR EMBANKMENT (SEE SHEET 2 FOR GRADES)

COMPACTED SUBGRADE OR FILL

6" MIN. EXTENSION OF GRAVEL BEHIND BACK OF CURB

8" - 1.5" CRUSHED BASE COURSE

TYPICAL CURB AND GUTTER

TYPICAL CURB AND GUTTER

6" MIN. EXTENSION OF GRAVEL BEHIND BACK OF CURB

NOT TO SCALE

3" OF ASHALT

AIR FORCE GLOBAL STRIKE COM MAND

NOTES:

1. Remove tree next to fire hydrant.

2. Remove and dispose of bollards.

3. Extend pavement markings

W

F

FA462619RA004

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GLOBAL STRIKE COMMAND

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MALMSTROM AIR FORCE BASE, MONTANA

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GENERAL ROAD DESIGN

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SRA SHELBY

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2LT HOWLAND

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DEBBIE PACE

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14 SEPT 18

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LEGEND

EXISTING PAVEMENT

NEW SIDEWALK CONSTRUCTION

NEW ROAD CONSTRUCTION

AIR FORCE GLOBAL S TRIKE COM MAND

BUILDING 1150

FA462619RA004

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MALMSTROM AIR FORCE BASE, MONTANA

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NEW PAVEMENTS

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SRA SHELBY

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2LT HOWLAND

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DEBBIE PACE

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MALMSTROM AIR FORCE BASE, MONTANA

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POST CONSTRUCTION GRADING PLAN

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SRA SHELBY

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14 SEPT 18

AutoCAD SHX Text C.7

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EXISTING STORM DRAIN

AutoCAD SHX Text NOTE: 1. Maintain positive drainage to existing Maintain positive drainage to existing storm drains. Approximate grade should be -1%. 2. Elevations and slope arrows show Elevations and slope arrows show existing spot elevations and grade. 3. Finished approximate elevation after Finished approximate elevation after building demo 3411. -Minor contour interval .25 FT -Major contour interval 1 FT ALL SURVEY DATA WAS COLLECTED IN UTM 12N WGS 84

AutoCAD SHX Text 1044085

AutoCAD SHX Text Approximate elevation after demo: 3411

AutoCAD SHX Text Approximate grade after demo -1%

AutoCAD SHX Text

ATTACHMENT 4

FA462619RA004

1. Contractor to provide design and installation of irrigation within specified limits

2. New irrigation supply with shutoff valve, air blowout connection, backflow preventer, irrigation controller

3. Tie new irrigation to existing irrigation system in BLVD

AIR FORCE GLOBA L STRIKE COM MAND

BUILDING 1150

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FA462619RA004

Attachment 4

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text

AutoCAD SHX Text

WATER SERVICE TAP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

KEY:

AutoCAD SHX Text + or - 8' Verify

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1. Existing water main. See building/site specific

AutoCAD SHX Text details on sheets 55 & 56 for material and size.

AutoCAD SHX Text Provide live tap.

AutoCAD SHX Text

2. Tapping saddle, submit data for approval.

AutoCAD SHX Text

3. 3" schedule 80 pipe to valve vault.

AutoCAD SHX Text

4. Standard cast iron valve box and lid. Provide

AutoCAD SHX Text extension as required.

AutoCAD SHX Text

5. Min. 1/4 CY conc. valve support. Pour against

AutoCAD SHX Text undisturbed earth.

AutoCAD SHX Text

6. 3" AWWA gate valve with MJ, standard nut

AutoCAD SHX Text and key.

AutoCAD SHX Text

7. 2" schedule 80 PVC to booster pump, see

AutoCAD SHX Text detail 4/54.

AutoCAD SHX Text

8. 3" x 2" x 1" schedule 80 PVC slip tee.

AutoCAD SHX Text

9. Quick coupling valve, see 2/54.

AutoCAD SHX Text

10. 1" CL 200 PVC riser.

AutoCAD SHX Text

11. Finish grade to blend with existing surfaces.

AutoCAD SHX Text

12. Compact earth backfill to min. 95% proctor.

AutoCAD SHX Text

13. Conc. thrust block.

AutoCAD SHX Text finish grade

AutoCAD SHX Text 6"

AutoCAD SHX Text typ.

AutoCAD SHX Text 6"

AutoCAD SHX Text typ.

AutoCAD SHX Text 6"

AutoCAD SHX Text conduit for

AutoCAD SHX Text 120 V. pwr

AutoCAD SHX Text source

AutoCAD SHX Text conduit for

AutoCAD SHX Text ground

AutoCAD SHX Text conduit for

AutoCAD SHX Text direct bury

AutoCAD SHX Text wires

AutoCAD SHX Text slope

AutoCAD SHX Text to

AutoCAD SHX Text drain

AutoCAD SHX Text 6" round valve

AutoCAD SHX Text box as specified-

AutoCAD SHX Text set to grade

AutoCAD SHX Text 30"

AutoCAD SHX Text 12"

AutoCAD SHX Text typ.

AutoCAD SHX Text 6"

AutoCAD SHX Text cadweld

AutoCAD SHX Text connection

AutoCAD SHX Text conduit for

AutoCAD SHX Text for flow sensor

AutoCAD SHX Text conduit for

AutoCAD SHX Text master valve

AutoCAD SHX Text satellite controller

AutoCAD SHX Text mount per mfgr's

AutoCAD SHX Text recommendations

AutoCAD SHX Text controller module

AutoCAD SHX Text (under hinged lid)

AutoCAD SHX Text antenna

AutoCAD SHX Text sensor connection

AutoCAD SHX Text terminals

AutoCAD SHX Text station output

AutoCAD SHX Text modules (1-4)

AutoCAD SHX Text input power conduit

AutoCAD SHX Text box on/off switch

AutoCAD SHX Text concrete footing

AutoCAD SHX Text trowel finish, AutoCAD SHX Text with 6/6/6 WWM

AutoCAD SHX Text ground lug

AutoCAD SHX Text

AutoCAD SHX Text

PEDESTAL MOUNT CONTROLLER

AutoCAD SHX Text #10 bare copper

AutoCAD SHX Text ground wire

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text 5/8 " x 8' copper

AutoCAD SHX Text grounding rod

AutoCAD SHX Text typ. each controller

AutoCAD SHX Text

DETAIL KEY:

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text

AutoCAD SHX Text

BACKFLOW, MASTER VALVE, FLOW SENSOR DETAIL

AutoCAD SHX Text

1. Detail is schematic only. Contractor shall confirm layout and fit of all components before fabrication.

AutoCAD SHX Text Adjust as required, submit shop drawing for approval.

AutoCAD SHX Text

2. All pipe and fittings within pump enclosure to be 2" schedule 80 PVC unless otherwise noted.

AutoCAD SHX Text

3. All proprietary products shown are specified as "or approved equal" unless otherwise noted.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1. 2" PVC supply line from water service tap, see 14 this sheet.

AutoCAD SHX Text

2. Backflow preventer as per schedule, see building/site specific details for requirements. Provide support

AutoCAD SHX Text both ends. Min. 1" clearance to discharge.

AutoCAD SHX Text

8. Line size gate valve.

AutoCAD SHX Text

9. Rainbird 5 RC quick coupler for winterization. Mount gate valve and QCV on brass close nipples to steel tee.

AutoCAD SHX Text

10. Rainbird 1 1/2 " GB master valve with DV-DUIT.

AutoCAD SHX Text

11. Strong box SBBC-90 ALHP enclosure, at exterior applications. Provide factory powder coat finish color tobacco brown, AutoCAD SHX Text or stainless steel unpainted.

AutoCAD SHX Text

12. Flex conduit to devices.

AutoCAD SHX Text

13. Data Industrial IR-220P-1.5 flow sensor.

AutoCAD SHX Text

14. Finish grade, slope away all sides.

AutoCAD SHX Text

15. 6" concrete slab - 96" x 30", at exterior applications.

AutoCAD SHX Text

16. 2" PVC CL 160 mianline to laterals. Do not run directly under slab.

AutoCAD SHX Text

18. 1" PVC conduit to controller.

AutoCAD SHX Text

19. Provide 12" x 12" knock-out in concrete slab.

AutoCAD SHX Text

20. Union

AutoCAD SHX Text

21. Fabricate support frame of 2"x2"x1/4" steel angle with cross braces both ends. Top to be 1/8 " steel diamond.

AutoCAD SHX Text Anchor to concrete pad with expansion bolts.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text finish grade

AutoCAD SHX Text quick coupling valve

AutoCAD SHX Text as specified

AutoCAD SHX Text 45 max.

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text 6" round valve

AutoCAD SHX Text box as specified

AutoCAD SHX Text compacted

AutoCAD SHX Text soil

AutoCAD SHX Text mainline/

AutoCAD SHX Text lateral pipe

AutoCAD SHX Text 2" max.

AutoCAD SHX Text 3" min.

AutoCAD SHX Text flow

AutoCAD SHX Text

TYPICAL QUICK COUPLER

AutoCAD SHX Text finish grade

AutoCAD SHX Text 3M DBY or equal wire

AutoCAD SHX Text connectors, make all

AutoCAD SHX Text splices in valve box

AutoCAD SHX Text provide 10 expansion

AutoCAD SHX Text coils each wire

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text from

AutoCAD SHX Text mainline

AutoCAD SHX Text valve box

AutoCAD SHX Text as specified

AutoCAD SHX Text lateral

AutoCAD SHX Text to heads

AutoCAD SHX Text

TYPICAL ELECTRIC VALVE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text finish grade

AutoCAD SHX Text rotary head as specified

AutoCAD SHX Text PVC class 200

AutoCAD SHX Text lateral pipe

AutoCAD SHX Text 45 max.

AutoCAD SHX Text

TYPICAL ROTOR HEAD

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text

AutoCAD SHX Text

TURF SPRAY HEAD

AutoCAD SHX Text finish grade

AutoCAD SHX Text matched precipitation nozzle

AutoCAD SHX Text spray head as specified

AutoCAD SHX Text PVC tee

AutoCAD SHX Text 12" minimum

AutoCAD SHX Text Not to Scale

AutoCAD SHX Text PVC or Polyethylene

AutoCAD SHX Text lateral

AutoCAD SHX Text 1/2" PVC schedule 80 riser

AutoCAD SHX Text

AutoCAD SHX Text edge of

AutoCAD SHX Text pavement, AutoCAD SHX Text curb or bed

AutoCAD SHX Text electric valves

AutoCAD SHX Text as specified

AutoCAD SHX Text brass nipple

AutoCAD SHX Text as specified

AutoCAD SHX Text swing assembly

AutoCAD SHX Text as specified

AutoCAD SHX Text swing joint

AutoCAD SHX Text as specified

AutoCAD SHX Text 12" pre-manufactured

AutoCAD SHX Text swing joint as specified

AutoCAD SHX Text 6" min. of

AutoCAD SHX Text 3/4 " washed

AutoCAD SHX Text aggregate

AutoCAD SHX Text 6" of washed

AutoCAD SHX Text 3/4 " aggregate

AutoCAD SHX Text base

AutoCAD SHX Text 1/4 "

AutoCAD SHX Text min.

AutoCAD SHX Text N

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

CHIEF ENGINEER

AutoCAD SHX Text

BASE CIVIL ENGINEER

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

ENVIRONMENTAL ENG.

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

CONSTRUCTION MGT.

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

AT/RPEC REP

AutoCAD SHX Text

BIO-ENVIRONMENTAL

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MAINTENANCE ENGINEER

AutoCAD SHX Text

COMMUNICATIONS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text

CHIEF ENGINEER

AutoCAD SHX Text

BASE CIVIL ENGINEER

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

ENVIRONMENTAL ENG.

AutoCAD SHX Text

FIRE CHIEF

AutoCAD SHX Text

CONSTRUCTION MGT.

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

AT/RPEC REP

AutoCAD SHX Text

BIO-ENVIRONMENTAL

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SAFETY

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SIGNATURE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MAINTENANCE ENGINEER

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COMMUNICATIONS

AutoCAD SHX Text

USING AGENCY

AutoCAD SHX Text

DATE

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OFFICE

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DRAWN BY

AutoCAD SHX Text

DESIGNED BY

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REVIEWED BY

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SCALE

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DATE

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PLATE

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PAGE

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OF

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RECORD FILE NUMBER

AutoCAD SHX Text

ACAD DRAWING NUMBER

AutoCAD SHX Text

PROJECT NUMBERS

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REV.

AutoCAD SHX Text

DATE

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DESCRIPTION

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DRAWN

AutoCAD SHX Text

APPR'D

AutoCAD SHX Text

GLOBAL STRIKE COMMAND

AutoCAD SHX Text

MALMSTROM AIR FORCE BASE, MONTANA

AutoCAD SHX Text

IRRIGATION PLAN

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text

SRA SHELBY

AutoCAD SHX Text

2LT HOWLAND

AutoCAD SHX Text

DEBBIE PACE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

14 SEP 18

AutoCAD SHX Text C.8

AutoCAD SHX Text

AutoCAD SHX Text

Sht 1 of 15 1150 TITLE PAGE
Sheets and Views
Layout1
Sht 2 of 15 1150 DEMO PLAN
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Layout1
Sht 3 of 15 Existing Contours
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Existing Contours-Layout1
Sht 4 of 15 1150 OVERALL SITE PICTURE
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Layout1
Sht 5 of 151150 ELECT DEMO
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Sht 6 of 15 1150 NATURAL GAS DEMO
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Sht 7 of 15 1150 HTHW DEMO
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Sht 8 of 15 1150 WATER DEMO
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Layout1
Sht 9 of 15 1150 WASTEWATER DEMO
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Layout1
Sht 10 of 15 1150 STORMWATER DRAINAGE
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Layout1
Sht 12 of 15 General Road Design
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Layout1
Sht 13 of 15 New Pavements
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Layout1
Sht 14 of 15 Existing Contours_GRADING
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Existing Contours_GRADING-Layout1
Sht 15 of 15 1150 IRRIGATION PLAN
Sheets and Views
Layout1

File details come from the government source that posted it.