W912QR22R0028_CUI_CF_Plans-0004.pdf

Controlled by: USACE-LRL-ED-MA CUI Category(ies):

LDC or Distribution Statement: N/A POC: Blake Gevedon Contracting Specialist william.b.gevedon@usace.army.mi 502.315.6791

Materials shall be submitted to potential offerors currently certified in the Joint Certification Program (JCP) only.

LS SEQUENCING KEY:

AREA OF WORK: ONCE SPRINKLERED THROUGHOUT, THE AREA OF

WORK DOES NOT REQUIRE RATED SEPARATION FROM OCCUPIED

AREA

1-HOUR FIRE RATED

AREA EXCEEDING COMMON PATH AND/OR TRAVEL DISTANCES.

REQUIRING ADDITIONAL EXIT SIGNAGE - REFER TO KEYED NOTE

2-HOUR FIRE RATED

POLYETHYLENE DUST BARRIER

DEMOLITION OF EXISTING BUILDING ELEMENTS AS DEPICTED IN SET

OCCUPIED AREA (FULLY SPRINKLED)

AREA OF FOCUS FOR LIFE SAFETY SEQUENCE W ORK

X

Y EXIT CAPACITY (MAXIMUM OCCUPANTS)

OCCUPANT LOAD

EXIT

EGRESS COMPONENT DESIGNATION

EXITING PROTECTED ENCLOSURE, MAINTAIN A FREE AND

UNOBSTRUCTED PATH (FULLY SPRINKLED)

BUILDING B10266 - NOT IN CONTRACT ENTRAPMENT AREA AND BUILDING B10262

(UNLESS OTHERWISE NOTED)

AREA OF PRIMARY WORK

DURING LS SEQUENCE 4 OF 5.

50' - 0" (MAXIMUM)

C1238

TRAVEL DISTANCE AND COMMON PATH LEGEND

0' * IMPROVED AT THE END OF PHASE 1

0' ** DEGRADED AT THE END OF PHASE 1

0' *** NON-COMPLIANT EXISTING CONDITION TO REMAIN

COMMON PATH (CP) OF

TRAVEL END POINT SYMBOL

TRAVEL PATH END POINT

TRAVEL PATH START POINT

AND WAY POINTS

TRAVEL DISTANCE (FEET) AND

COMMON PATH DISTANCE (FEET)

ASTERISK (REFER TO DESCRIPTION ABOVE)

TD 100'-0"

1. LIFE SAFETY SEQUENCING PLANS DEPICT PROTECTED EXIT ROUTE

THROUGHOUT AREA(S) OF WORK.

2. DOORS IN CONSTRUCTION BARRER MUST HAVE CLOSER AND LATCH OR BE IN-

FILLED WITH NEW PARTITION AS NOTED THAT MEETS OR EXCEEDS 1 HOUR FIRE

RATING.

3. SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION PHASE UNLESS

OTHERWISE NOTED.

4. WORK TO BE PERFORMED IN THE SHADED AREAS MUST BE COORDINATED WITH

COR FOUR WEEKS PRIOR TO MINIMIZE MISSION IMPACT.

5. EXITING PROTECTED ENCLOSURE MAY BE REMOVED AT SUCH TIME THAT THE

ENTIRE AREA IS FULLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM, IN

ACCORDANCE WITH UFC 3-600-01.

6. COORDINATE CONSTRUCTION ACCESS DOORS FROM PROTECTIVE

ENCLOSURES IN ORDER TO ACCESS CONSTRUCTION ZONES IN PHASE 1.

GENERAL NOTES - LS SEQUENCINGKEYED NOTES - LS SEQUENCING#

ENTRAPMENT AREA AND BUILDING B10262

STAIR 6

STAIR 4

STAIR 2

STAIR 7

STAIR 8

TD 254' - 0"

EXIT 6.0B*

TD 256' - 0"

EXIT 6.0B*

TD 289' - 0"

EXIT 7.0**

TD 188' - 0"

EXIT 10.0B

TD 288' - 0"

EXIT 10.1B***

TD 301' - 0"

EXIT 10.3B***

TD 303' - 0"

EXIT 5.0B*

TD 337' - 0"

EXIT 5.1B*

TD 245' - 0"

EXIT 5.1B*

TD 383' - 0"

EXIT 9.0B*

CP 63' - 0"

EXIT 10.2B

CP 52' - 0"

EXIT 5.0B

CP 55' - 0"

EXIT 9.0B

TD 352' - 0"

EXIT 7.0***

STAIR 18

STAIR 17

STAIR 16

STAIR 3

STAIR 5

STAIR 1

TD 168' - 4"

EXIT 5.0B*

TD 169' - 0"

EXIT 10.2B

EXIT 10B

EXIT 6

EXIT 7

EXIT 9B

EXIT 5

AREA OF PRIMARY W ORK

DURING LS SEQUENCE 4 OF 5.

AREA OF PRIMARY W ORK

DURING LS SEQUENCE 4 OF 5.

NOTE:

PLAN REPRESENTS CONDITION DURING

CONSTRUCTION.

BUILDING B10262:

EXISTING FIRST FLOOR OCCUPANCY: 1,132

AVAILABLE EGRESS: 1,882

BUILDING B10266:

EXISTING FIRST FLOOR OCCUPANCY: 747

AVAILABLE EGRESS: 1,214

US Army Corps of Engineers ®

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B10262 PHASE 1 - CERTIFIED FINAL

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0 32'16' 64'

G009

1/32" = 1'-0"A1 FIRST FLOOR OVERALL LIFE SAFETY PLAN - SEQUENCE 4 OF 5

035 1 HOUR FIRE RATED PROTECTIVE ENCLOSURE MUST BE IN PLACE UNTIL SUCH

TIME THAT THE ENTIRE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER,

IN ACCORDANCE WITH UFC 3-600-01 SECTION 9-7.4

052 PARTITION AND DOOR MUST BE CONSTRUCTED PRIOR TO COMMENCEMENT OF

SEQUENCE 4

055 POLYETHYLENE BARRIER AS REQUIRED TO CONTAIN DUST FROM

CONSTRUCTION ACTIVITIES

058 PROVIDE EXIT SIGNAGE DIRECTING OCCUPANTS TO EXIT 7.0. REVIEW VERBIAGE

AND LOCATIONS WITH COR IN ADVANCE

066 PARTITION TYPE '0M' - REFER TO A703 FOR ADDITIONAL INFORMATION. PT-1 AND

RB-1 FINISH ON BOTH SIDES

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KEYED NOTES - LS SEQUENCING# LS SEQUENCING KEY:

AREA OF WORK: ONCE SPRINKLERED THROUGHOUT, THE AREA OF

WORK DOES NOT REQUIRE RATED SEPARATION FROM OCCUPIED

AREA

1-HOUR FIRE RATED

AREA EXCEEDING COMMON PATH AND/OR TRAVEL DISTANCES.

REQUIRING ADDITIONAL EXIT SIGNAGE - REFER TO KEYED NOTE

2-HOUR FIRE RATED

POLYETHYLENE DUST BARRIER

DEMOLITION OF EXISTING BUILDING ELEMENTS AS DEPICTED IN SET

OCCUPIED AREA (FULLY SPRINKLED)

AREA OF FOCUS FOR LIFE SAFETY SEQUENCE W ORK

X

Y EXIT CAPACITY (MAXIMUM OCCUPANTS)

OCCUPANT LOAD

EXIT

EGRESS COMPONENT DESIGNATION

EXITING PROTECTED ENCLOSURE, MAINTAIN A FREE AND

UNOBSTRUCTED PATH (FULLY SPRINKLED)

ENTRAPMENT AREA AND BUILDING B10262

STAIR 3

STAIR 5

STAIR 6

STAIR 4

STAIR 2

STAIR 1

203 203 203

066 043

066 043

203 050

A4 G101

AREA OF PRIMARY WORK

DURING LS SEQUENCE 2

OF 5.

AREA OF PRIMARY WORK

DURING LS SEQUENCE 2

OF 5.

203 056

1 HOUR FIRE RATED BARRIER MUST

SEPARATE NON SPRINKLERED AND

SPRINKLERED UNTIL SUCH TIME THAT THE

ENTIRE BUILDING IS EQUIPPED WITH AN

AUTOMATIC SPRINKLER SYSTEM, IN

ACCORDANCE WITH UFC 3-600-01 SECTION

9-7.4. OCCUPIED AREAS MUST EXIT THROUGH

A SPRINKLERED AREA. REFER TO G101 IF

BUILDING IS NOT FULLY PROTECTED.

POLYETHYLENE BARRIER MAY BE USED IN A

LIMITED CONSTRUCTION AREA FOR DEBRIS

AND DUST PROTECTION ONLY. PRIOR TO

IMPLEMENTATION LAYOUT MUST BE

APPROVED BY COR.

G100C.2A

B1

G100C.2A

B4

TD 230' - 0"

STAIR 2.0C

TD 187' - 0"

EXIT 13.0C

CP 29' - 0"

EXIT 13.0C

TD 194' - 0"

STAIR 1.0C

CP 75' - 0"

STAIR 1.0C

CP 113' - 0"

EXIT 10.0C***

TD 160' - 0"

EXIT 10.0C

TD 230' - 0"

STAIR 3.0C TD 212' - 0"

STAIR 3.0C

TD 238' - 0"

STAIR 5.0C

TD 242' - 0"

STAIR 5.0C

TD 192' - 0"

STAIR 3.0C

TD 253' - 0"

STAIR 6.0C***

CP 60' - 0"

STAIR 6.0C

TD 177' - 0"

STAIR 6.0C

CP 73' - 0"

STAIR 6.0C

TD 226' - 0"

STAIR 6.0C

CP 18' - 0"

STAIR 3.0C

TD 250' - 0"

STAIR 3.0C

CP 73' - 0"

STAIR 3.0C

TD 226' - 0"

STAIR 3.0C

TD 210' - 0"

STAIR 4.0C

CP 129' - 0"

STAIR 5.0C*

TD 178' - 0"

STAIR 5.0C

BUILDING B10266 - NOT IN CONTRACT

(UNLESS OTHERWISE NOTED)

TD 183' - 0"

STAIR 4.0C

50' - 0" (MAXIMUM)

50' - 0" (MAXIMUM)

EXIT 13C

STAIR 5

STAIR 6

STAIR 2

STAIR 3

STAIR 4

EXIT 10C

STAIR 1

TD 129' - 0"

STAIR 6.0C

TD 167' - 0"

STAIR 6.0C

C2225

C2226 068

TRAVEL DISTANCE AND COMMON PATH LEGEND

0' * IMPROVED AT THE END OF PHASE 1

0' ** DEGRADED AT THE END OF PHASE 1

0' *** NON-COMPLIANT EXISTING CONDITION TO REMAIN

COMMON PATH (CP) OF

TRAVEL END POINT SYMBOL

TRAVEL PATH END POINT

TRAVEL PATH START POINT

AND WAY POINTS

TRAVEL DISTANCE (FEET) AND

COMMON PATH DISTANCE (FEET)

ASTERISK (REFER TO DESCRIPTION ABOVE)

TD 100'-0"

1. LIFE SAFETY SEQUENCING PLANS DEPICT PROTECTED EXIT ROUTE

THROUGHOUT AREA(S) OF WORK.

2. DOORS IN CONSTRUCTION BARRER MUST HAVE CLOSER AND LATCH OR BE IN-

FILLED WITH NEW PARTITION AS NOTED THAT MEETS OR EXCEEDS 1 HOUR FIRE

RATING.

3. SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION PHASE UNLESS

OTHERWISE NOTED.

4. WORK TO BE PERFORMED IN THE SHADED AREAS MUST BE COORDINATED WITH

COR FOUR WEEKS PRIOR TO MINIMIZE MISSION IMPACT.

5. EXITING PROTECTED ENCLOSURE MAY BE REMOVED AT SUCH TIME THAT THE

ENTIRE AREA IS FULLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM, IN

ACCORDANCE WITH UFC 3-600-01.

6. COORDINATE CONSTRUCTION ACCESS DOORS FROM PROTECTIVE

ENCLOSURES IN ORDER TO ACCESS CONSTRUCTION ZONES IN PHASE 1.

GENERAL NOTES - LS SEQUENCING

BUILDING B10262:

EXISTING SECOND FLOOR OCCUPANCY: 1,669

AVAILABLE EGRESS: 2,093

NOTE:

PLAN REPRESENTS CONDITION DURING

CONSTRUCTION.

NOTE:

NO WORK IS DONE IN LIFE SAFETY SEQUENCE 1

OF 5 ON THE SECOND FLOOR LEVEL.

BUILDING B10266:

EXISTING SECOND FLOOR OCCUPANCY: 747

AVAILABLE EGRESS: 864

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B10262 PHASE 1 - CERTIFIED FINAL

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G009

1/32" = 1'-0"A1 SECOND FLOOR OVERALL LIFE SAFETY PLAN - SEQUENCE 2 OF 5

043 DOOR WITH CLOSER AND LATCH

050 STAIR 8 AND EXTERIOR SAFE PASSAGE TO STREET MUST BE CONSTRUCTED IN

SEQUENCE 2 AND BE FULLY FUNCTIONAL TO AFMC STAFF AND RECEIVE A

CERTIFICATE OF ACCEPTANCE PRIOR TO SEQUENCE 3

056 STAIR 7 AND EXTERIOR SAFE PASSAGE TO STREET MUST BE CONSTRUCTED IN

SEQUENCE 2 AND BE FULLY FUNCTIONAL TO AFMC STAFF AND RECEIVE A

CERTIFICATE OF ACCEPTANCE PRIOR TO SEQUENCE 3

063 PROVIDE EXIT SIGNAGE DIRECTING OCCUPANTS TO STAIR 5. REVIEW VERBIAGE

AND LOCATIONS WITH COR IN ADVANCE

066 PARTITION TYPE '0M' - REFER TO A703 FOR ADDITIONAL INFORMATION. PT-1 AND

RB-1 FINISH ON BOTH SIDES

068 PARTITION AND DOOR MUST BE CONSTRUCTED PRIOR TO COMMENCEMENT OF

SEQUENCE 2

203 CONSTRUCTION BARRIER, TYPICAL. FOR ADDITIONAL INFORMATION REFER TO

AD100 SHEETS

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US Army Corps of Engineers ®

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(B

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B262 PHASE 1

B10262 PHASE 1 - CERTIFIED FINAL

JA

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A. GEOTECHNICAL DATA SHOWN ON THIS SHEET IS

FOR REFERENCE TO THE SOIL BORING AND

SHEAR-WAVE INFORMATION ON SUBSEQUENT

SHEETS.

GENERAL NOTES

B10262

B10266

B10277

H ROAD

N R

O

AD

A R

O

AD

T ROAD

A STREET

B10271

C

RO

AD

B10264

B10262

B10286

BORING LOCATION TABLE

BORE #

Elevation

835.64

835.30

835.57

834.64

833.54

834.20

835.71

836.15

836.22

832.37

834.55

835.72

835.63

835.63

834.88

834.98

836.38

833.42

Northing

658850.9499

658840.2117

Easting

1533665.1650

1533850.8170

BORE #10

SCALE: 1" = 50'

100'0 50'

N

BORE #11

BORE #18

BORE #12

BORE #13

BORE #14

BORE #9

BORE #8

BORE #4

BORE #16

BORE #5

BORE #6

BORE #15

BORE #3

BORE #2

BORE #17

BORE #7

BORE #1

658822.2143 1534100.2340

658850.0843 1534202.9940

658941.1044 1534240.2009

659037.6743 1534427.4627

658763.9924 1533649.5500

658653.6752 1534410.8610

658517.6981 1534398.5740

658427.0744 1533616.5905

658411.4338 1533785.4900

658423.1370 1533995.2500

658407.0740 1534147.3720

658444.6125 1534349.5100

659065.0296 1534429.4560

658850.8232 1534174.3690

658771.7088 1533868.7590

658374.8718 1533833.9430

SHEAR WAVE

PROFILE #1

SHEAR WAVE

PROFILE #2

SHEAR WAVE

PROFILE #3

LEGEND

GEOTECHNICAL BORING LOCATION

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1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO AFCEC SPECIFICATIONS AND PLANS EXCEPT

AS NOTED HEREIN AND APPROVED BY THE CONTRACTING OFFICER (C.O.).

2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL PUBLIC AND PRIVATE UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. ALL MANHOLES, CLEANOUTS, VALVE BOXES, FIRE HYDRANTS ETC. MUST BE ADJUSTED TO PROPER LINE AND GRADE BY THE CONTRACTOR PRIOR TO AND AFTER

PLACING OF PERMANENT PAVING AND/OR ESTABLISHING FINISHED GRADE IN EARTHEN AREAS.

UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING CONSTRUCTION OF THE PAVING

FOR THIS PROJECT.

3. CONTRACTOR TO FIELD VERIFY ELEVATION OF EXISTING PAVEMENT AND LANDSCAPE AREAS PRIOR TO

CONSTRUCTION AND NOTIFY ENGINEER AND C.O. OF DISCREPANCIES IN FIELD CONDITIONS.

4. PRIOR TO PLACING ANY FILL MATERIAL, ALL EXISTING SURFACES, VEGETATION, LOOSE FILL AND DEBRIS

SHOULD BE REMOVED TO A MINIMUM DEPTH OF 4". ALL EXPOSED SURFACES SHOULD THEN BE

SCARIFIED, WATERED AS REQUIRED AND RE-COMPACTED ACCORDING TO EARTHWORK

SPECIFICATIONS.

5. ALL GRADES AND CONTOURS SHOWN ARE TOP OF FINISH SURFACE ELEVATIONS, UNLESS OTHERWISE

NOTED.

6. POSITIVE DRAINAGE SHALL BE MAINTAINED ON ALL SURFACES WITHIN THE SCOPE OF THE PROJECT.

DRAINAGE SHALL BE DIRECTED AWAY FROM ALL BUILDING FOUNDATIONS. CONTRACTOR TO TAKE PRECAUTIONS NOT TO ALLOW ANY PONDING OF WATER. CONTRACTOR SHALL IMMEDIATELY NOTIFY

ENGINEER OF ANY AREAS WHERE PONDING BECOMES AN ISSUE.

7. CONTRACTOR TO OBTAIN GRADES WITHIN ±FOUR-HUNDREDTHS (0.04) FOOT.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITIONS ANY

DAMAGE DONE TO EXISTING BUILDINGS, UTILITIES, FENCES, PAVEMENTS, CURBS OR DRIVEWAYS.

9. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE C.O. OF ANY QUESTIONS THAT MAY ARISE CONCERNING

THE INTENT, PLACEMENT, OR LIMITS OF DIMENSIONS OR GRADES NECESSARY FOR CONSTRUCTION OF

THE PROJECT.

10. CONTRACTOR SHALL GRADE AREAS ADJACENT TO THE EXISTING CHANNELS TO MATCH EXISTING SITE

GRADES BASED ON MAXIMUM SLOPES OF 4:1 UNLESS OTHERWISE NOTED.

11. ALL EXCAVATION IS UNCLASSIFIED.

12. SITE AREAS REQUIRING FILL PLACEMENT SHALL BE SCARIFIED AND MOISTURE ACTIVATED TO WITHIN

±3% OF OPTIMUM MOISTURE CONTENT. COMPACT SUBGRADE TO 95% MAXIMUM DRY DENSITY.

13. EXISTING AND PROPOSED GRADE CONTOURS ARE SHOWN AT ONE FOOT (1.0 FT) INTERVALS.

14. ACCESSIBLE ROUTES AND PATHWAYS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE DESIGN, LATEST EDITION. PATHWAY/SIDEWALK SHALL MEET MAXIMUM 2% CROSS SLOPE AND MAXIMUM 5%

RUNNING SLOPE REQUIREMENTS.

15. ALL DISTURBED AREAS SHALL BE HYDRO-MULCHED AND WATERED FOR TWO WEEKS UNTIL GRASS IS

ESTABLISHED.

16. ALL SURPLUS SOIL FROM EXCAVATIONS SHALL BE DISPOSED OF OFF SITE.

17. SILT FENCING AND/OR TEMPORARY BERMS SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION.

18. TEMPORARY SWALES AND DE-SILTING BASINS WILL BE PLACED WHERE NECESSARY IN ORDER TO

CONVEY STORMWATER RUN-OFF.

19. BECAUSE THIS PROJECT LIES WITHIN THE HUFFMAN DAM RETARDING BASIN; A STORAGE

COMPENSATION AGREEMENT MUST BE PREPARED BY THE CONTRACTOR FOR APPROVAL BY WPAFB

AND THE MIAMI CONSERVANCY DISTRICT (MCD) FOR ALL SOILS IMPORTED, EXPORTED OR STOCKPILED.

SEE EARTHWORK SPECIFICATION 31 00 00.00 06 AND THE STORAGE COMPENSATION AGREEMENT

ATTACHMENT.

1. CONTRACTOR TO INSTALL TEMPORARY TAB STRIPING FOR 30 CALENDAR DAYS TO ALLOW FOR

PROPER ASPHALT CURE TIME.

2. TEMPORARY TAB STRIPING SHOULD BE PLACED NO SOONER THAN 3 CALENDAR DAYS AFTER THE

PLACEMENT OF ASPHALT.

3. MAINTAIN ALIGNMENT TRAFFIC CONTROL DEVICES AND OPERATION UNTIL MARKINGS ARE

INSTALLED.

4. ALL MARKING MUST BE VISIBLE FROM A DISTANCE OF AT LEAST 300 FEET IN DAYLIGHT CONDITIONS

AND FROM A DISTANCE OF AT LEAST 160 FEET IN NIGHTTIME CONDITIONS, ILLUMINATED BY

LOW-BEAM HEADLIGHT.

5. CONTRACTOR SHALL REFERENCE SDDCTEA PAMPHLET 55-17 FOR PAVEMENT MARKINGS AND UFGS

FOR COMPLETE REGULATIONS.

Base Civil Engineering POC for Anti-Terrorism/Force Protection (AT/FP):

Mr. Mike Wethington, 88 CEG/CENPD, 656—3579

Base Civil Engineering/88 CEG:

Mike Baumann, Senior Leader, Oversight, 937-257-6208, michael.bauman@wpafb.af.mil Robert Blevins, project Execution Section Chief, Engineering Division, 937-257-2764, robert.blevins@us.af.mil Randy Brown (DCIC) (primary) Scott Michaelson (alternate)

Architectural Review Committee (ARC):

Mr. Amir Mott, 88 CEG/CENMP, 937-257-6214, amir.mott@us.af.mil MICHAEL SAPP, 88 CEG/CEN, 937-904-1235, michael.sapp.8@us.af.mil Chris Pleiman, 88 CEG/CEN, 937-904-1164, christopher.pleiman.1@us.af.mil

Base Communications:

Ms. Kathy Fletcher, 88 CG/SCXP, 255-0681 Chris Dunham, Comm PM Supervisor, 937-257-2548, christopher.dunham.4@us.af.mil

Base Community Planners:

Mrs. Laura Wade, 88 CEG/CENPL, 904-3519 Mrs. JoLynn Anderson, 88 CEG/CENPL, 656-3382

Base Energy Management:

Mr. Michael Tibbs, 88 CEG/CENPE, 656-3394

Base Facility Standard Editor:

Ms. Christine Yankel, 88 CEG/CENMP, 656-3385

Base Safety:

Stew Balczone

Comprehensive Interior Design:

Ms. Sharion Harvin, 88 CEG/CENMP, 656-3390

Electric Utility Privatization:

Mr. Darryl Thomas, 88 CES/CEOER, 904-2201

Environmental Management:

Dr. Christina Powell, 88 CEG/CEIEA, 257-5527

Fire Prevention:

Mr. Jeffery Kitzmiller, 788 CES/CEXFP, 904-3158

Fire Protection Specialist – Alarm/Detection Systems:

Mr. Gary Stevens, 88 CEG/CENMP, 257-1509 Mr. Dan Sharp, 88 CEG/CENMP, 656-3593

Fire Protection Specialist – Sprinkler Systems:

Mr. Steve Grimes, 88 CEG/CENMP, 656-3562

Historic Preservation:

Mr. Paul Woodruff, 88 CEG/CEIEA, 257-1374

Industrial Control Systems (ICS):

Mr. David Vaughn, 88 CES/CEOIC, 904-2431 (primary) Mr. Michael Labar, 88 CES/CEOIC, 656 -0360 (Alternate)

Information Protection – Physical Security (Classified Facility Construction):

Mr. William Speakman, 88 ABW/IPI, 255-4756 Mr. Thomas Pavlick, 88 ABW/IPI, 255-4890

Mechanical HVAC & Plumbing Engineer:

Keith Bishop, Plumbing, 937-257-1928, keith.bishop.6@us.af.mil Kevin Haas, 937-257-1928, kevin.haas@us.af.mil

Mechanical Infrastructure Engineer:

Mr. Jesse Poorman, 88 CES/CEOER, 656-3028

Pavement/Airfield Pavement Engineer:

Mr.Jari Ulmer, 88 CEG/CENMP, 257-8941

Record Drawings:

Mr. Michael Louis, 88 CEG/CENME, 656-3410

Structural Engineer:

Mr. Victor Erewele, 88 CEG/CENMP, 656-3455

Traffic Engineer:

Mr. Brady Klein, 88 CEG/CENMP, 937-904-0199

Water/Sanitary/Waste Treatment Engineer:

Mr. Joe Piechota, 88 CEG/CENMP, 904-1183

USACE Louisville District Kevin Jefferson, Chief Construction, 502-315-6115, kevin.r.jefferson@usace.army.mil Greg Moore, Project Manager, 502-315-6902 , 502-381-6061, gregory.f.moore@usace.army.mil Linda Myrphy, Louisville DDE, 502-315-6104, Linda.R.Murphy@usace.army.mil Michael Hutchens, Contracting Lead, 502-315-6180, michael.d.hutchens@usace.army.mil John Hearn, Lead Construction Rep, 937-656-6463, john.p.hearn@usace.army.mil Kelly Hecht, Project Engineer, 937-656-9127, kelly.e.hecht@usace.army.mil

AFCEC

Thomas Hodges Design & Construction Branch Chief, 210-395-8520, thomas.hodges@us.af.mil Steve Frahm, Program Manager,210-395-8273, stephen.frahm@us.af.mil

HQ AFMC

Robert Gingell. PMO Chief, 937-503-3183, robert.gingell@us.af.mil

AES OHIO

Mark Edsall Mark.Edsall@AES.com

AMERICAN WATER

Cory Kinnison, 937-371-9648, cory.kinnison@amwater.COM Randy Fries, 937-623-9786, randolph.fries@amwater.com

VECTREN GAS

Brenton Balsbaugh, 765-939-4608, brenton.balsbaugh@centerpointenergy.com Robert A. Robinson, 937-271-7125, robertarobinson@centerpointenergy.com

1. NO ASBESTOS-CONTAINING MATERIAL SHALL BE INSTALLED DURING THIS PROJECT.

2. SOIL DISTURBANCE DURING THIS PROJECT, INCLUDING EQUIPMENT STAGING AREAS, WILL REQUIRE EROSION CONTROL

MEASURES. FOR PROJECTS THAT DISTURB LESS THAN AN ACRE OF SOIL, AN EROSION CONTROL PLAN IS REQUIRED PRIOR TO SOIL DISTURBANCE. FOR PROJECTS THAT DISTURB MORE THAN AN ACRE, A NOTICE OF INTENT (NOI) MUST BE APPROVED BY THE OHIO EPA PRIOR TO ANY SOIL BEING DISTURBED AS WELL AS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) APPROVED BY 88 CEG/CEIEA. PLEASE CONTACT THE 88 CEG/CEIEA WATR PM MIKE VAUGHN, (937- 257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL ) FOR ADDITIONAL INFORMATION.

3. THE GENERATION OF FUGITIVE EMISSIONS MUST BE KEPT TO A MINIMUM USING APPROVED DUST SUPPRESSING METHODS SUCH AS WATER SPRAYS ON AREAS OF HIGH DUST GENERATION. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR PM MR. CHET POWERS. CHET CAN BE REACHED AT 937-257-3349 OR BY EMAIL AT CHET.POWERS@US.AF.MIL

4. REMOVE AND DISPOSE OF ANY ASBESTOS CONTAINING MATERIAL IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43.

5. ALL WINDOW AND DOOR FRAME CAULKING AND GLAZING WILL BE TREATED AS CONTAINING ASBESTOS UNLESS TESTING PROVES IT

TO BE ASBESTOS FREE.

6. DEMOLITION OF LOAD-BEARING WALLS OR STRUCTURALCOMPONENTS REQUIRE NOTIFICATION OF DEMOLITION AND RENOVATION TO THE REGIONAL AIR POLLUTION AND CONTROL AGENCY (RAPCA) A MINIMUM OF 10 WORK DAYS PRIOR TO

BEGINNING CONSTRUCTION.

7. RECOVER AND RECLAIM ANY REFRIGERANT IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 02 41 00.

8. IF ANY REFRIGERANT-CONTAINING EQUIPMENT SCHEDULED FOR NEW INSTALLATION, INCLUDING WATER COOLERS, THEY

MUST UTILIZE AN HFC REFRIGERANT. CFC AND HCFC REFRIGERANTS ARE NOT AUTHORIZED FOR NEW EQUIPMENT INSTALLATIONS. FOR ADDITIONAL INFORMATION PLEASE CONTACT THE 88 CEG/CEIEA AIR PM CHET POWERS. CHET CAN BE

REACHED AT 937-257-3349 OR BY EMAIL AT CHET.POWERS@US.AF.MIL.

9. ALL HAZARDOUS MATERIALS MUST BE PROPERLY MANAGED, LABELED AND STORED. ANY HAZARDOUS WASTE GENERATED FROM THIS CONSTRUCTION ACTIVITY MUST BE PROPERLY CHARACTERIZED, LABELED AND MANAGED BY TRAINED EMPLOYEE OF THE CONTRACTOR WITH KNOWLEDGE OF THE ACTIVITY / PROCESS WHERE THE WASTE WAS GENERATED.

ALL HAZARDOUS WASTE WILL BE TURNED OVER TO THE GOV'T FOR DISPOSAL. IN ADDITION PROPER COORDINATION IS NEEDED WITH 88 CEG/CEIEC. QUESTIONS CONCERNING THE REQUIREMENTS FOR STORAGE AND DISPOSAL OF ANY

HAZARDOUS MATERIALS CAN BE ADDRESSED BY THE 88 CEG/CEIEC HAZARDOUS MATERIALS PM,

KAREN.BEASON@US.AF.MIL OR BY PHONE AT 937-257-5899 OR 88 CEG/CEIEC HAZARDOUS WASTE PM, EMILY EDREI (937-257-

0023 OR EMILY.ERDEI@US.AF.MIL).

10. ANY LEAD CONTAINING PAINT CONTROL MEASURES SHALL BE PERFORMED IN ACCORDANCE WITH WPAFB SPECIFICATION

SECTION 01 35 43.

11. ALL METAL AND WIRING SHALL BE RECYCLED AT THE WPAFB BASE RECYCLING CENTER. THE WPAFB RECYCLING CENTER IS AVAILABLE FOR CONTRACTOR USE TO REDUCE WASTE DISPOSAL. ALL RECYCLABLE METAL IS TO BE RECYCLED THROUGH THE BASE RECYCLING CENTER. ALL RECYCLING MUST BE ACCOMPLISHED IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43. CONTACT WPAFB RECYCLING PROGRAM MANAGER AT 937-257-5060 TO CONFIRM WHAT MATERIALS ARE RECYCLABLE AND TO COORDINATE TURN-IN. THE CONTRACTOR SHALL SUBMIT A QUARTERLY SUMMARY REPORT TO THE GOVERNMENT CONTRACT REPRESENTATIVE IAW WPAFB SPECIFICATION SECTION 01 35 43 STATING (1) THE COST TO RECYCLE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS RECYCLED, (2) THE COST TO DIVERT/REUSE THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS DIVERTED/REUSE, (3) THE COST TO MULCH AND THE TONNAGE AND COST OF CONSTRUCTION AND DEMOLITION MATERIALS MULCHED, (4) THE COST FOR WASTE-TO-ENERGY AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS CONVERTED FROM WASTE-TO-ENERGY, (5) THE COST TO LANDFILL AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS LAND-FILLED, (6) THE COST TO INCINERATE AND THE TONNAGE OF CONSTRUCTION AND DEMOLITION MATERIALS INCINERATED, AND (7) EXPLANATION OF THE DIVERSION RATE IF LESS THAN 60%. THE QUARTERLY SUMMARY REPORTS SHALL BE RECEIVED ON APRIL 7, JULY 7, OCTOBER 7, AND JANUARY 7 COVERING THE THREE MONTHS PRIOR. THE QUARTERLY SUMMARY REPORTS SHALL BE ON THE WPAFB DIVERSION FORM. FOR ADDITIONAL INFORMATION CONTACT THE RECYCLING PM, DAVE DALTON, AT

937-257-5060 OR DAVID.DALTON.2@US.AF.MIL.

12. TURN-IN ALL MERCURY CONTAINING DEVICES, SWITCHES AND THERMOSTATS TO 88 CEG/CEIE IN ACCORDANCE WITH

WPAFB SPECIFICATION SECTION 01 35 43 FOR RECYCLING.

13. TURN-IN ALL PCB CONTAINING LIGHT BALLAST TO 88 CEG/CEIE IN ACCORDANCE WITH WPAFB SPECIFICATION SECTION 01 35 43.

14. 30 DAYS PRIOR TO START OF WORK, THE CONTRACTOR SHALL TAKE A REPRESENTATIVE SAMPLE OF THE HVAC SYSTEM WATER TO DETERMINE WHETHER IT CAN BE DRAINED DIRECTLY INTO THE SANITARY SEWER. ANALYZE THE WATER TO DETERMINE THE TOTAL LEVEL OF EACH OF THE FOLLOWING: CADMIUM, CHROMIUM, COPPER, CYANIDE, LEAD, MERCURY, MOLYBDENUM, NICKEL, SILVER, ZINC, SULFIDE, OIL AND GREASE. THE LAB PERFORMING THE ANALYSES MUST BE CERTIFIED BY OHIO EPA TO ANALYZE FOR THESE PARAMETERS. PROVIDE A COPY OF THE LAB'S REPORT TO THE CONTRACTING OFFICER, WHO WILL IN TURN FORWARD IT TO 88 CEG/CEIEA FOR A DETERMINATION ON THE WASTEWATER

DISPOSAL METHOD.

15. COORDINATE DISPOSITION OF EXCESS RADIOACTIVE COMMODITIES, E.G. IONIZATION TYPE SMOKE DETECTORS, RADIOLUMINESCENT EMERGENCY EXIT SIGNS, OR ANY OTHER RADIOACTIVE COMMODITY AND/OR RADIOACTIVE

CONTAMINANT THROUGH THE INSTALLATION RADIATION SAFETY OFFICER, 88 AMDS/SGPB.

16. IF ANY SANITARY SEWER MAINS ARE BEING EXTENDED, UPSIZED OR NEW MAINS ARE BEING INSTALLED A PERMIT TO INSTALL (PTI) MAY BE REQUIRED FROM THE OHIO EPA PRIOR TO BEGINNING MAIN INSTALLATION. THE CONSTRUCTION CONTRACTOR SHALL PREPARE AND SUBMIT A DRAFT PTI PACKAGE TO THE CONTRACTING OFFICER'S REPRESENTATIVE, INCLUDING A CHECK FOR ANY APPLICABLE OHIO EPA FEES, FOR REVIEW AND PROCESSING BY ENVIRONMENTAL MANAGEMENT, 88 CEG/CEIEA. ENVIRONMENTAL MANAGEMENT SHALL ENDORSE THE PACKAGE AS THE UTILITY OWNER AND SHALL SUBMIT IT TO OHIO EPA. PLEASE CONTACT THE 88 CEG/CEIEA WATER PM, MIKE VAUGHN, (937-257-8028 OR

MICHAEL.VAUGHN.3@US.AF.MIL).

17. NO TREE CUTTING BETWEEN 01 APRIL AND 30 SEPTEMBER W/ OUT THE WRITTEN APPROVAL FROM THE 88 CEG/CEIEA NATURAL RESOURCE PROGRAM MANAGER (NR PM). SUBMIT A LIST OF THE TREES TO BE REMOVED AND REPLACED. THREE TREES SHALL BE REPLACED FOR EVERY ONE TREE REMOVED. THE GENERAL 10-20-30 DIVERSITY RULE SHALL BE FOLLOWED WHEN PLANTING TREES. ONLY PLANTS/TREES ON THE APPROVED PLANTING LIST CAN BE PLANTED AND MUST BE OHIO NATIVES. CONTACT NATURAL RESOURCE PM DARRYN WARNER BY EMAIL AT DARRYN.WARNER@US.AF.MIL OR BY PHONE AT 937-257-4857 FOR ADDITIONAL INFORMATION. THE NUMBER OF TREE PLANTINGS SHOWN ON SHEET CS102 SHOULD BE SUBTRACTED FROM THE TOTAL NUMBER OF TREES REQUIRED TO BE PLANTED. A LIST OF TREES WITH THEIR LOCATION TO BE PLANTED SHOULD BE PROVIDED TO THE NATURAL RESOURCES PROGRAM MANAGER FOR APPROVAL.

ENVIRONMENTAL NOTES GRADING NOTES PROJECT CONTACTS

STRIPING NOTES

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US Army Corps of Engineers ®

SHEET ID

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B262 PHASE 1

B10262 PHASE 1 - CERTIFIED FINAL

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TOILET ACCESSORIES NOTES

1. EVERY ACCESSORY SHOWN MAY NOT BE USED ON THIS PROJECT. REFER TO

PLANS AND INTERIOR ELEVATIONS.

2. COORDINATE AND VERIFY THE LOCATIONS OF ACCESSORIES. BRING

CONFLICTING MOUNTING LOCATIONS TO THE ATTENTION OF THE COR PRIOR

TO INSTALLATION.

3. CONFIRM DIMENSIONS WITH FIXTURE AND ACCESSORY MANUFACTURER,

LATEST EDITION OF ABA.

4. REFERENCES TO ABA ARE MADE TO THE ARCHITECTURAL AND

TRANSPORTATION BARRIERS COMPLIANCE BOARD.

5. GRAB BARS MUST BE DESIGNED AND INSTALLED TO EXCEED THE BENDING

AND SHEAR STRESS STANDARDS FOR GRAB BARS AND ATTACHMENTS FOR

ABA GUIDELINES AND THE CODE.

6. MOUNTING HEIGHTS INDICATED ARE FOR ADULT TOILETS.

7. FOR GRAB BARS AT STUD PARTITIONS, REFER TO B1/A573.

8. FOR GRAB BARS AT TOILET PARTITIONS, REFER TO A1/A573.

9. FOR TOILET PARTITION FLOOR ANCHORAGE, REFER TO B2/A573.

10. ITEM NUMBERS REFER TO BOBRICK FOR REFERENCE ONLY UNLESS

OTHERWISE NOTED. REFER TO SPECIFICATION FOR APPROVED EQUALS.

11. PROVIDE INTEGRAL STROBE AND HORN AT EACH EMERGENCY

SHOWER/EYEWASH. REFER TO PLUMBING AND ELECTRICAL.

12. WHETHER INDICATED ON ELEVATIONS OR NOT, WATER CLOSETS MUST HAVE

AN ADJACENT TOILET TISSUE DISPENSER. FEMALE TOILET STALLS MUST HAVE

A SANITARY NAPKIN DISPOSAL.

13. TOILET PAPER DISPENSER MUST BE 7" MINIMUM AND 9" MAXIMUM IN FRONT OF

THE WATER CLOSET.

14. INSTALL WOOD BLOCKING IN PARTITIONS TO SUPPORT TOILET ACCESSORIES.

REFER TO C2/A707.

15. FOR ADDITIONAL MOUNTING HEIGHT INFORMATION REFER TO A003 AND G111.

(WC) WATER CLOSET

(WC-A) WATER CLOSET

ACCESSIBLE

(GB1) GRAB BAR 36"

(WC) WATER CLOSET

(WC-A) WATER CLOSET

ACCESSIBLE

(GB2) GRAB BAR 42"

(GB3) GRAB BAR 18" VERTICAL

TOP OF

SEAT TOP OF SEAT

2'

1' - 6"

3' - 0" 6"

1' -5

1'

3" 2'

1' - 0" 3' - 6" 1'

6"

3' - 4"

(TTD) TOILET TISSUE

DISPENSER ACCESSIBLE

KIMBERLY-CLARK

#09551 CORED JRT JUMBO COMBO

TISSUE DISPENSER

(GFCI)

1' -5

1'

3"

(U) URINAL

(U-A) URINAL

ACCESSIBLE

(TS) TOILET SEAT

COVER DISPENSER

ACCESSIBLE

(L) LAVATORY

(L-A) LAVATORY

ACCESSIBLE

PROVIDE

PROTECTION

AROUND PIPES

(L-A)

TOP OF RIM

C

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R

LI

N

E O

F O

PE

N

IN

G

4'

0"

1' -5

U

-A

2'

0"

3' -8

U

-A

4'

3"

2' -1

0" M

AX

(L

-A

2'

7"

2' -5

" M

IN

(L -A

(US) UTILITY SHELF WITH

MOP/BROOM HOLDERS

AB

O

VE

M

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SI

N

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5'

0"

2' - 6"

(SN) SANITARY NAPKIN

DISPOSAL

(SN-A) SANITARY NAPKIN

DISPOSAL ACCESSIBLE

(T) PAPER TOWEL

DISPENSER

(T-A) PAPER TOWEL

(S) WALL MOUNTED

SOAP DISPENSER

3'

8"

(TBS) TOW EL

BAR/SHELF

(TBS-A) TOWEL

BAR/SHELF

(EWC) ELECTRIC

WATER COOLER

NOTE: BOTTLE

FILLER MUST BE

ABA COMPLIANT

4' -0

TB

S- A)

4'

0"

(M) MIRROR

CENTER

MIRROR ON

LAVATORY

NOTE:

DIMENSION IS

TO BOTTOM OF

REFLECTIVE

SURFACE

M

AX

IM

U

M

3'

4"

3'

2"

2'

1"

SN

-A

2'

6"

2'

6"

1/ 2"

M

IN

IM

U

M GRAB BAR -

SHOWN DASHED

3'

0" M

AX

3'

6"

6'

0" T

O S

H O

W

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C

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R

LI

N

E O

F

SH

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W

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H

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D T

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M

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(SF) SHOWER FIXTURE

6’ -6

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NOTES:

1. FOR GRAB BAR ANCHORAGE DETAILS REFER TO A1 AND B1/ A573,

TYPICAL.

2. TOP OF HORIZONTALLY INSTALLED GRAB BARS MUST NOT

EXCEED 36" AFF.

(W C

-A

(W C

-A

NOTES:

1. FLOOR MOUNTED WATER CLOSETS INDICATED. DIMENSIONAL INFORMATION IS RELATIVE TO PARTITION-MOUNTED WATER CLOSETS AS WELL.

2. ACCESSORIES INDICATED MAY NOT BE USED ON THIS PROJECT.

(SCR) SHOW ER CURTAIN ROD

AND

(SC) SHOWER CURTAIN

6'

8"

REFER TO PLAN

2'

1'

6"

3' - 0" 1' - 6" 1'

6"

4'

0" M

AX

HOSE

5’ - 0” LONG

(SS-H) SHOWER STALL

ACCESSIBLE

(FSS) PHENOLIC

FOLDING SEAT

(GB4) STAINLESS STEEL

GRAB BAR 24” x 36”

AND

(GB3) GRAB BAR 18”

VERTICAL

TO

C

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(S/EWS) SHOW ER/EYE

WASH STATION

(FM) FULL LENGTH

MIRROR

5'

0" 1'

2"

4' -0

C

H -A

5'

6"

4'

0" (R

H -A

5'

6"

(CH) COAT HOOK

(CH-A) COAT HOOK

ACCESSIBLE

(RH) ROBE HOOK

(RH-A) ROBE HOOK

ACCESSIBLE

2' - 0"

(EWS) EYE

WASH STATION

3'

6"

C3 A574

7" TO 9"

1/

2" M

IN

IM

U M

3' -4

T-

A)

4'

0"

NOTE:

AT RESTROOMS WITH ONE PAPER

TOWEL DISPENSER INSTALL AT (T-A)

HEIGHT. REFER TO ELEVATIONS AND

ACCESSIBILITY PLANS

(MR-2) LED VANITY MIRROR

ELECTRIC MIRROR

3'

1" 3'

0"

(MR-1) LED VANITY MIRROR

ELECTRIC MIRROR

3'

1" 3'

0"

2' - 0" 4' - 0"

3'

4" M

AX

IM

U M

REFLECTIVE

SURFACE

REFLECTIVE

SURFACE

3'

4" M

AX

IM

U M

PANIC BAR

(EYEWASH)

3'

/2

PANIC BAR

(SHOWER)

US Army Corps of Engineers ®

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S/ M

O U

N

TI

N G

H

EI

G H

TS

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

IS

, M O

R . M

ES

SE

L

P.

M

C

EL

V

EN

EY

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

PH

AS

E

AR

C

H

IT

EC

TU

R

AL

1/2" = 1'-0"

TOILET ACCESSORY MOUNTING HEIGHTSA1

A001

AM

EN

D

M

EN

T 0 0

J A

N

W

2Q R

R

_C U

I_ C

F_ Pl an s-

G

F

E

D

C

B

A

1 2 3 4 51-J

1-17

1-16

1-15

1-14

1-13.5

1-13

1-12

M

AT

C H

LI

N

E

A1

AD

7A

MATCHLINE

A1 AD111A

FOR PROTOCOL OF STAIR 2 -

REFER TO LS002 AND

ENLARGED STAIR PLAN

INSTALL NEW DOORS WITH HARDWARE

TO SECURE BUILDING PRIOR TO

REMOVAL OF VEHICULAR GATES -

REFER TO A110A

NOTE:

PROVIDE MINIMUM 8' - 0" W IDE CLEAR

EGRESS FOR OCCUPANTS IN BASEMENTS OF

BUILDINGS B10262 AND B10266 TO AND UP

RAMP AND CLEAR OF BUILDINGS FOR

DURATION OF PHASE 1

± 11' - 11 1/4"

ROUGH OPENING

5' - 7" ± 20' - 2 1/4"

192192

8'

3"

192192

CB

CB

CB

CB

CB

CB

CB

CB

4' - 5"

14' - 1 3/4"

1'

1/

2"

/4

458458

446446446

CB

CB

CB

1' - 4" 7' - 5"

CB

C

C0281

C0296

151151151151151151151151151

151151

9" 8 1/2"

160160160

446 325

KEYED NOTES - DEMOLITION#

DEMOLITION LEGEND

REMOVE WALL / PARTITION

REMOVE DOOR

REMOVE DOORS

CONSTRUCTION BARRIER - REFER TO A704 FOR ADDITIONAL

INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION PHASE

UNLESS OTHERWISE NOTED - W ORK TO BE PERFORMED IN THE

SHADED AREAS MUST BE COORDINATED WITH COR FOUR WEEKS

PRIOR TO MINIMIZE MISSION IMPACT

NOTE:

AVAILABLE HAUL ROUTES FOR MOVEMENT OF CONSTRUCTION

MATERIALS AND REMOVAL OF DEBRIS ARE INDICATED ON THE

OVERALL DEMOLITION PLANS. HAUL ROUTE THROUGH AFMC

OCCUPIED/USED SPACES MUST OCCUR AT TIMES WHEN AFMC STAFF

IS NOT OCCUPYING THE BUILDING AND HAUL ROUTE MUST BE

CLEANED AT THE COMPLETION OF WORK FOR EACH SHIFT. NO

DEBRIS WILL BE ALLOWED IN HAUL ROUTES NOR A BUILD-UP OF DUST

OR OTHER CONSTRUCTION RELATED CONTAMINATES.

NOTE:

STAIRWELL IS NOT AVAILABLE FOR

CONSTRUCTION ACCESS.

NOTE:

AREA IN ENTRAPMENT AREA AVAILABLE FOR

MOVEMENT OF MATERIALS INTO AND DEBRIS

OUT OF B10262 DURING PHASE 1 WHILE

OPENING IN EXISTING WALL IS AVAILABLE

AND AFTER TRANSFORMER IS RELOCATED.

PROTECT AFMC STAFF FROM

CONSTRUCTION ACTIVITIES THROUGHOUT

PHASE 1

NOTE:

AREA MAY BE AVAILABLE FOR MOVEMENT OF

MATERIALS INTO AND DEBRIS OUT OF B10262

DURING PHASE 1 WHILE OPENING IN

EXISTING WALL IS AVAILABLE.

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

AD110A

AR

EA

D

EM

O

LI

TI

O

N F

LO

O

R P

LA

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

IS

, M O

R . M

ES

SE

L

P.

M

C

EL

V

EN

EY

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

BA

SE

M E

N T

-A R

EA

-P

H

AS

E

AR

C

H

IT

EC

TU

R

AL

D

EM

O

LI

TI

O

N

1/8" = 1'-0"A1 BASEMENT DEMOLITION PLAN - AREA 10

151 REMOVE BOLLARDS

160 REMOVE CONCRETE PAVEMENT TO ACCOMMODATE CONSTRUCTION

192 REMOVE PLUMBING FIXTURES AND STALLS - TYPICAL. PATCH OPENINGS IN

FLOOR - REFER TO C1/A534

214 PROVIDE AND MAINTAIN AFMC STAFF EGRESS EXCEPT AS OTHERWISE NOTED.

REFER TO LIFE SAFETY PLANS

325 CONSTRUCTION BARRIER MUST BE DISMANTLED ONCE DEMOLITION AND NEW

WORK IS COMPLETED. COORDINATE REMOVAL OF TEMPORARY RATED

CONSTRUCTION BARRIER WITH NEW WORK IN PHASE 1

334 EXISTING CMU PARTITION IS 2 HOUR FIRE-RATED

409 REMOVE PLUMBING FIXTURES AND STALLS - TYPICAL. PATCH OPENINGS IN

FLOOR - REFER TO D1/A534

446 CONSTRUCTION BARRIER LOCATIONS SHOWN MUST BE COORDINATED WITH

COR PRIOR TO ERECTION

458 EXPOSE CONCRETE FOUNDATION AND CLEAN IN PREPARATION FOR BASEMENT

WATERPROOFING. REPAIR DAMAGED SURFACED PER SPECIFICATION SECTION

03 01 00 REHABILITATION OF CONCRETE

543 CONSTRUCTION ACCESS DOOR(S)

760 SAW CUT AND REMOVE PORTION EXISTING SLAB ON GRADE TO ACCOMMODATE

PLUMBING WORK. REPAIR FLOOR AS REQUIRED TO MATCH EXISTING ADJACENT

901 REMOVE PORTION OF EXISTING CONCRETE WALL AND ASSOCIATED

REINFORCING FOR NEW OPENINGS. HEIGHT OF OPENING MUST BE 7'-2".

PREPARE FLOOR SLAB WHERE REMOVED TO RECEIVE NEW WORK. REFER TO

NEW WORK

909 EXISTING PIPING AND CLEANOUTS TO REMAIN

924 REMOVE EXISTING PIPING AND CLEANOUTS

932 DASHED LINE REPRESENTS SHAFT LOCATION OF OPENING REQUIRED IN FLOOR

ABOVE FOR MECHANICAL

AD100A

AM

EN

D

M

EN

T 0 0

J A

N

W

2Q R

R

_C U

I_ C

F_ Pl an s-

AD201

A1

AD202

A1

AD203

C1

AD204

C1

AD206

A1

AD207

C1

AD208

C1

AD207

A1

AD206

C1

AD203

A1

AD201

C1

AD202

C1

BUILDING B10266 - NOT IN CONTRACT ENTRAPMENT AREA AND BUILDING B10262

A46

A35

A13

DEMOLISH LOADING

DOCK AND RAMP

DEMOLISH CONCRETE RAMP AND RETAINING WALLS

DEMOLISH EXISTING

CONCRETE RAMP

AND RETAINING

WALLS

DEMOLISH EXISTING

BUILDING B10277

A14

A14

A45

A68

A69

A13.1

A13.1

A66

A66

A93

A93

BUILDING B10264

BUILDING B10263

A92

A92

AD205

C1

AD205

A1

AD405

A2

A40

(V

IF

7'

0" (O

U T

TO

O

U T)

(VIF)

± 195' - 0" ( BUILDING - B10266 FUTURE PHASE)

FUTURE PHASES)

± 70' - 4" (VIF)

(VESTIBULE - PHASE 1 AND

(VIF)

± 484' - 2" (BUILDING B10262 - PHASE 1 AND FUTURE PHASES)

± 61' - 3" (VIF)

/2

VI

F)

2'

8"

(V

IF

/2

VI

F)

(VIF)

± 749' - 6" (OUT TO OUT)

214267

214214 214 214 214 214

267 267 267

(UNLESS OTHERWISE NOTED)

C1238

50' - 0" (MAXIMUM)

EQ

EQ

066 067

KEYED NOTES#

NOTE:

OPENINGS FOR NEW EXIT DISCHARGE

DOORS MAY BE USED FOR THE

MOVEMENT OF CONSTRUCTION

MATERIALS AND REMOVAL OF DEBRIS

FOR DURATION THAT THE OPENING IS

AVAILABLE PRIOR TO INSTALLATION OF

NEW EGRESS ELEMENT

NOTE:

OPENINGS FOR NEW EXIT DISCHARGE

DOORS MAY BE USED FOR THE

MOVEMENT OF CONSTRUCTION

MATERIALS AND REMOVAL OF DEBRIS

FOR DURATION THAT THE OPENING IS

AVAILABLE PRIOR TO INSTALLATION OF

NEW EGRESS ELEMENT

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS AND

EXIT DISCHARGE LOCATIONS DURING

TIMES WHICH BUILDING IS OCCUPIED BY

AFMC STAFF. DO NOT USE STAIR FOR

REMOVAL OF CONSTRUCTION DEBRIS

EXCEPT THAT WHICH IS GENERATED IN

STAIRWELL.

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS AND

EXIT DISCHARGE LOCATIONS DURING

TIMES WHICH BUILDING IS OCCUPIED BY

AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS AND

EXIT DISCHARGE LOCATIONS DURING

TIMES WHICH BUILDING IS OCCUPIED BY

AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS AND

EXIT DISCHARGE LOCATIONS DURING

TIMES WHICH BUILDING IS OCCUPIED BY

AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS AND

EXIT DISCHARGE LOCATIONS DURING

TIMES WHICH BUILDING IS OCCUPIED BY

AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EXIT DISCHARGE FOR AFMC

STAFF DURING TIMES WHICH THE

BUILDING IS OCCUPIED UNTIL SUCH TIME

AS THE CONSTRUCTION SCHEDULE

REQUIRES DEMOLITION/CONSTRUCTION

ON SAME. UPON COMPLETION OF NEW

EXIT DISCHARGE AND STAIRS, PLACE

ELEMENT BACK IN SERVICE TO AFMC

OCCUPANTS DURING TIMES OF

OCCUPANCY

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EXIT DISCHARGE FOR AFMC

STAFF DURING TIMES WHICH THE

BUILDING IS OCCUPIED UNTIL SUCH TIME

AS THE CONSTRUCTION SCHEDULE

REQUIRES DEMOLITION/CONSTRUCTION

ON SAME. UPON COMPLETION OF NEW

EXIT DISCHARGE AND STAIRS, PLACE

ELEMENT BACK IN SERVICE TO AFMC

OCCUPANTS DURING TIMES OF

OCCUPANCY

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS AND

EXIT DISCHARGE LOCATIONS DURING

TIMES WHICH BUILDING IS OCCUPIED BY

AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

MEANS OF EGRESS DISCHARGE AT THIS

LOCATION DURING TIMES WHICH

BUILDING IS OCCUPIED BY AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

MEANS OF EGRESS DISCHARGE AT THIS

LOCATION DURING TIMES WHICH

BUILDING IS OCCUPIED BY AFMC STAFF.

PROVIDE CLEAR PATHWAY ON

EXTERIOR OF BUILDING TO STREET

NOTE:

PRIOR TO DEMOLITION OF EXISTING NORTH VESTIBULE FOR NEW

CONSTRUCTION, ERECT ABA-COMPLIANT ALUMINUM MODULAR

ACCESS RAMP FROM CURB TO NEW ENTRANCE DOOR. PROTECT

AFMC OCCUPIED PORTIONS OF BUILDING, INCLUDING ACCESS

AND EGRESS PATHWAYS BEHIND SECURED CONSTRUCTION

BARRIER.

TEMPORARY 5-0" WIDE ABA-COMPLIANT ACCESS TO AFMC

OCCUPIED SPACE MAY BE DEMOLISHED IN PREPARATION OF

FINAL PHASE 1 FINISHES AFTER NORTH VESTIBULE IS

FUNCTIONAL AND ABLE TO SERVE AS AN ABA-COMPLIANT

ENTRANCE FOR AFMC STAFF ACCESSING THE BUILDING.

NOTE:

DURING A PORTION OF PHASE 1 CONSTRUCTION BUILDING

B10262 WILL NOT HAVE AN ACCESSIBLE ELEVATOR

FIRST FLOOR PHASE 1 AREAS:

PHASE 1 CONSTRUCTION: 69,852SF

EXISTING SPACE (NOT UNDER CONSTRUCTION): 115,921SF

BUILDING B10262 TOTAL: 185,773SF

(INCLUDES B10263, B10264 AND VESTIBULE/CONNECTORS)

NOTE:

AREA IN ENTRAPMENT AREA AVAILABLE

FOR MOVEMENT OF MATERIALS INTO

AND DEBRIS OUT OF B10262 DURING

PHASE 1 WHILE OPENING IN EXISTING

WALL IS AVAILABLE AND AFTER

TRANSFORMER IS RELOCATED.

PROTECT AFMC STAFF FROM

CONSTRUCTION ACTIVITIES

THROUGHOUT PHASE 1.

NOTE:

AREA MAY BE AVAILABLE FOR

MOVEMENT OF MATERIALS INTO AND

DEBRIS OUT OF B10262 DURING PHASE 1

WHILE OPENING IN EXISTING WALL IS

AVAILABLE.

NOTE:

LOADING DOCK AND RAMP AVAILABLE

FOR MOVEMENT OF MATERIALS INTO

AND DEBRIS OUT OF B10262 DURING

PHASE 1.

NOTE:

AREA MAY BE AVAILABLE FOR

MOVEMENT OF DEBRIS OUT OF B10262

DURING PHASE 1 WHILE OPENING IN

EXISTING WALL IS AVAILABLE.

NOTE:

AREA MAY BE AVAILABLE FOR

MOVEMENT OF DEBRIS OUT OF B10262

DURING PHASE 1 WHILE OPENING IN

EXISTING WALL IS AVAILABLE.

GENERAL NOTES - DEMOLITION DEMOLITION LEGEND

REMOVE WALL /

PARTITION

REMOVE DOOR

REMOVE DOORS

CONSTRUCTION

BARRIER

REMOVE

CONSTRUCTION

BARRIER

1. REFER TO AD001 FOR GENERAL DEMOLITION NOTES

2. EXISTING STAIRS 1 THROUGH 6 INCLUSIVE MUST NOT BE

USED TO HAUL DEBRIS EXCEPT FOR DEMOLITION W ORK

WITHIN STAIRS 5 AND 6.

SHADED AREA IS NOT UNDER CURRENT

CONSTRUCTION PHASE UNLESS OTHERWISE NOTED -

WORK TO BE PERFORMED IN THE SHADED AREAS

MUST BE COORDINATED WITH COR FOUR WEEKS

PRIOR TO MINIMIZE MISSION IMPACT

HAUL ROUTE FOR

MATERIALS AND DEBRIS.

LIMITED TO HOURS OF

OPERATION DURING TIMES

WHEN AFMC STAFF IS NOT

OCCUPYING THE BUILDING

TEMPORARY

CONSTRUCTION AREA

TEMPORARY ABA ACCESS

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

AD100B

O

VE

R A

LL

D

EM

O

LI

TI

O N

F

LO

O R

P

LA

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

IS

, M O

R . M

ES

SE

L

P.

M

C

EL

V

EN

EY

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

FI

R

ST

F

LO

O

R

PH

AS

E

AR

C

H

IT

EC

TU

R

AL

D

EM

O

LI

TI

O

N

1/32" = 1'-0"A1 FIRST FLOOR DEMOLITION PLAN - OVERALL

(570 LINEAR FEET AND 5,000 SQUARE FEET)

(50 SQUARE FEET AND 20 LINEAR FEET)

(200 SQUARE FEET AND 60 LINEAR FEET

(300 LINEAR FEET)

(123,151 SQUARE FEET)

(1,600 SQUARE FEET)

(15,900 SQUARE FEET)

(1,600 SQUARE FEET)

(1 EACH)

(16 EACH)

(2,700 SQUARE FEET AND 60 LINEAR FEET)

0 32'16' 64'

N

G010

066 PARTITION TYPE '0M' - REFER TO A703 FOR ADDITIONAL INFORMATION. PT-1 AND RB-1 FINISH ON BOTH SIDES 067 DOOR AND PARTITION MUST BE DIMANTLED UPON COMPLETION OF NORTH VESTIBULE. PATCH TO MATCH EXISTING ADJACENT 214 PROVIDE AND MAINTAIN AFMC STAFF EGRESS EXCEPT AS OTHERWISE NOTED. REFER TO LIFE SAFETY PLANS 217 TEMPORARY ABA-COMPLIANT ALUMINUM MODULAR ACCESS RAMP FROM PARKING LOT CURB TO NEW ENTRANCE DOOR -

INSTALL PRIOR TO DEMOLITION OF NORTH VESTIBULE. REMOVE UPON COMPLETION OF FUNCTIONAL AND ABA-COMPLIANT NORTH VESTIBULE THAT CAN SERVE AS ENTRANCE FOR AFMC STAFF ACCESSING B10262. REFER TO CIVIL GRADING DRAWINGS

FOR LOCATIONS OF ABA PARKING

267 INSTALL EXIT SIGNAGE FOR AFMC STAFF DURING PHASE 1 CONSTRUCTION

A13 ABATE ASBESTOS CONTAINING LAYERED PAPER PIPE INSULATION

A13.1 ABATE ADDITIONAL ASBESTOS CONTAINING PAPER PIPE INSULATION THROUGHOUT PHASE 1 (15,000 SQUARE FEET AND 1,250

LINEAR FEET)

A14 ABATE ASBESTOS CONTAINING FLOOR TILE AND BLACK MASTIC THROUGHOUT

A35 ABATE ASBESTOS CONTAINING PIPE INSULATION DEBRIS

A40 ABATE ASBESTOS CONTAINING AIR CELL PIPE INSULATION

A45 ABATE ASBESTOS CONTAINING PIPE INSULATION WITH DEBRIS

A46 ABATE ASBESTOS CONTAINING ACOUSTICAL PLASTER

A66 ABATE ASBESTOS CONTAINING FIRE DOORS THROUGHOUT PHASE 1

A68 ABATE PRESUMED ASBESTOS CONTAINING LAYER OF BLACK MATERIAL IN MAIN LOBBY MEN'S RESTROOM INSIDE SHAFT BEHIND

WALL

A69 ABATE PRESUMED ASBESTOS CONTAINING LAYER OF BLACK MATERIAL IN MAIN LOBBY WOMEN'S RESTROOM INSIDE SHAFT

BEHIND WALL

A92 ABATE ASBESTOS CONTAINING WALL TEXTURE THROUGHOUT PHASE 1

A93 ABATE ASBESTOS CONTAINING ELEVATOR DOORS THROUGHOUT PHASE 1

AM

EN

D

M

EN

T 0 0

J A

N

W

2Q R

R

_C U

I_ C

F_ Pl an s-

BUILDING B10266 - NOT IN CONTRACT ENTRAPMENT AREA AND BUILDING B10262

A13

A14

A66

A92

A13 A14

A13 A14

A13

A14

A13 A14 A13

A14 A14

A66 A13

A14

A13

A92

A13

A14

A13

A14

A92

A13 A14

A13

A14

A13

A14

A92

A13

A14

A66

A92

(V

IF

7'

0"

(O U

T

TO

O U

T)

(VIF)

195' - 0" ( BUILDING - B10266 FUTURE PHASE)

FUTURE PHASES)

± 70' - 4" (VIF)

(VESTIBULE - PHASE 1 AND

(VIF)

± 484' - 2" (BUILDING B10262 - PHASE 1 AND FUTURE PHASES) (VIF)

± 61' - 3"

(V

IF

/2

2'

8"

(V

IF

(V

IF

/2

(VIF)

749' - 6" (OUT TO OUT)

2'

O U

T

TO

O U

T)

(UNLESS OTHERWISE NOTED)

C2225

C2226

50' - 0" (MAXIMUM)

EQ

EQ

50' - 0" (MAXIMUM)

EQ

EQ

GENERAL NOTES - DEMOLITION DEMOLITION LEGEND

REMOVE WALL /

PARTITION

REMOVE DOOR

REMOVE DOORS

CONSTRUCTION

BARRIER

REMOVE

CONSTRUCTION

BARRIER

1. REFER TO AD001 FOR GENERAL DEMOLITION NOTES

2. EXISTING STAIRS 1 THROUGH 6 INCLUSIVE MUST NOT BE

USED TO HAUL DEBRIS EXCEPT FOR DEMOLITION W ORK

WITHIN STAIRS 5 AND 6.

SHADED AREA IS NOT UNDER CURRENT

CONSTRUCTION PHASE UNLESS OTHERWISE NOTED -

WORK TO BE PERFORMED IN THE SHADED AREAS

MUST BE COORDINATED WITH COR FOUR WEEKS

PRIOR TO MINIMIZE MISSION IMPACT

HAUL ROUTE FOR

MATERIALS AND DEBRIS.

LIMITED TO HOURS OF

OPERATION DURING TIMES

WHEN AFMC STAFF IS NOT

OCCUPYING THE BUILDING

TEMPORARY

CONSTRUCTION AREA

TEMPORARY ABA ACCESS

KEYED NOTES#

NOTE:

MAINTAIN EXISTING EGRESS ACCESS

WAY UNTIL TELECOM ROOM IS

CONSTRUCTED AND DOORS ARE

INSTALLED IN CONSTRUCTION BARRIER

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS

DURING TIMES WHICH BUILDING IS

OCCUPIED BY AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS

DURING TIMES WHICH BUILDING IS

OCCUPIED BY AFMC STAFF

NOTE:

TALL WINDOW IS AVAILABLE FOR

DISPOSAL OF DEBRIS AND MATERIAL

HANDLING

NOTE:

TALL WINDOW IS AVAILABLE FOR

DISPOSAL OF DEBRIS AND MATERIAL

HANDLING

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS

DURING TIMES WHICH BUILDING IS

OCCUPIED BY AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS

DURING TIMES WHICH BUILDING IS

OCCUPIED BY AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS

DURING TIMES WHICH BUILDING IS

OCCUPIED BY AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

ACCESS TO EGRESS STAIRWELLS

DURING TIMES WHICH BUILDING IS

OCCUPIED BY AFMC STAFF

NOTE:

MAINTAIN A FREE AND UNOBSTRUCTED

MEANS OF EGRESS DISCHARGE AT THIS

LOCATION DURING TIMES WHICH

BUILDING IS OCCUPIED BY AFMC STAFF

SECOND FLOOR PHASE 1 AREAS:

PHASE 1 CONSTRUCTION: 29,137SF

EXISTING SPACE (NOT UNDER CONSTRUCTION): 149,970SF

BUILDING B10262 TOTAL: 179,107SF

(INCLUDES VESTIBULE/CONNECTORS)

NOTE:

AREA IN ENTRAPMENT AREA AVAILABLE

FOR MOVEMENT OF MATERIALS INTO

AND DEBRIS OUT OF B10262 DURING

PHASE 1 WHILE OPENING IN EXISTING

WALL IS AVAILABLE AND AFTER

TRANSFORMER IS RELOCATED.

PROTECT AFMC STAFF FROM

CONSTRUCTION ACTIVITIES

THROUGHOUT PHASE 1.

NOTE:

AREA MAY BE AVAILABLE FOR

MOVEMENT OF DEBRIS OUT OF B10262

DURING PHASE 1 WHILE OPENING IN

EXISTING WALL IS AVAILABLE.

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

AD100C

O

VE

R

AL

L D

EM

O

LI

TI

O N

P

LA

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

IS

, M O

R . M

ES

SE

L

P.

M

C

EL

V

EN

EY

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

SE

C

O N

D F

LO

O

R

P H

AS

E

AR

C

H

IT

EC

TU

R

AL

D

EM

O

LI

TI

O

N

1/32" = 1'-0"A1 SECOND FLOOR DEMOLITION PLAN - OVERALL

066 PARTITION TYPE '0M' - REFER TO A703 FOR ADDITIONAL INFORMATION. PT-1 AND

RB-1 FINISH ON BOTH SIDES

A13 ABATE ASBESTOS CONTAINING LAYERED PAPER PIPE INSULATION

A14 ABATE ASBESTOS CONTAINING FLOOR TILE AND BLACK MASTIC THROUGHOUT

A66 ABATE ASBESTOS CONTAINING FIRE DOORS THROUGHOUT PHASE 1

A92 ABATE ASBESTOS CONTAINING WALL TEXTURE THROUGHOUT PHASE 1

(43,784 SQUARE FEET)

(800 LINEAR FEET AND 4,000 SQUARE FEET)

(6 TOTAL)

(4,750 SQUARE FEET)

G010

0 32'16' 64'

N

AM

EN

D

M

EN

T 0 0

J A

N

W

2Q R

R

_C U

I_ C

F_ Pl an s-

E

D

C

B

A

18 19 20 21 22 23 24 2522E 23E

M

AT

C H

LI

N

E

A1

AD

4C

MATCHLINE

A1 AD102C

FOR PROTOCOL OF

STAIR 6 - REFER TO

LS002 AND ENLARGED

STAIR PLAN

10' - 3"

VIF

6' - 2"

CB

CB

CB

CB

CB

415446 415

CONTINUED ON AD102C

421 409

409409409

EXISTING BUILDING B10263 -

REFER TO AD401 AND AD402

EXISTING BUILDING B10264 -

REFER TO AD401 AND AD402

CB

446446 305

446305

2 1/2" 12' - 0 1/2"

7'

/2

CB

4 CB

CB

CB

9' - 6 3/4"

CB

543543

C2213 C2214

C2208

C2211

C

PROTECT EXISTING

PARTITION AND

DOOR IN PLACE

C2221

1' - 2" 1' - 2"

2'

1/

2" 3'

1/ 2"

C

CB

1/

2"

KEYED NOTES - DEMOLITION#

DEMOLITION LEGEND

REMOVE WALL / PARTITION

REMOVE DOOR

REMOVE DOORS

CONSTRUCTION BARRIER - REFER TO A704 FOR ADDITIONAL

INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION PHASE

UNLESS OTHERWISE NOTED - W ORK TO BE PERFORMED IN THE

SHADED AREAS MUST BE COORDINATED WITH COR FOUR WEEKS

PRIOR TO MINIMIZE MISSION IMPACT

NOTE:

AVAILABLE HAUL ROUTES FOR MOVEMENT OF CONSTRUCTION

MATERIALS AND REMOVAL OF DEBRIS ARE INDICATED ON THE

OVERALL DEMOLITION PLANS. HAUL ROUTE THROUGH AFMC

OCCUPIED/USED SPACES MUST OCCUR AT TIMES WHEN AFMC STAFF

IS NOT OCCUPYING THE BUILDING AND HAUL ROUTE MUST BE

CLEANED AT THE COMPLETION OF WORK FOR EACH SHIFT. NO

DEBRIS WILL BE ALLOWED IN HAUL ROUTES NOR A BUILD-UP OF DUST

OR OTHER CONSTRUCTION RELATED CONTAMINATES.

NOTE:

THIS LOCATION MAY BE USED FOR MATERIAL

HANDLING INTO AND CONSTRUCTION DEBRIS

REMOVAL FROM FLOOR DURING TIMES WHEN

AFMC STAFF IS NOT OCCUPYING THE

BUILDING AND PRIOR TO CONSTRUCTION OF

NEW EXTERIOR EGRESS STAIR. OPENING

MUST BE MADE WEATHERTIGHT AND

INSULATED AND SECURED SAFE AT TIMES

WHEN AFMC STAFF OCCUPIES THE BUILDING

NOTE:

THIS LOCATION MAY BE USED FOR MATERIAL

HANDLING INTO AND CONSTRUCTION DEBRIS

REMOVAL FROM FLOOR DURING TIMES WHEN

AFMC STAFF IS NOT OCCUPYING THE

BUILDING AND PRIOR TO CONSTRUCTION OF

NEW EXTERIOR EGRESS STAIR. OPENING

MUST BE MADE WEATHERTIGHT AND

INSULATED

NOTE:

DOORS MUST MAINTAIN INTEGRITY OF FIRE

RATED STAIRWELL AND UNINTERRUPTED USE

OF STAIR FOR EGRESS UNTILL SUCH TIME AS

STAIR 6 IS CLOSED FOR RECONSTRUCTION.

REFER TO LIFE SAFETY SEQUENCE SHEETS

G100A.2 - G100C.4

NOTE:

STAIRWELL IS NOT AVAILABLE FOR

CONSTRUCTION ACCESS OTHER THAN WORK

IN STAIRWELL

KEY PLAN

N

US Army Corps of Engineers ®

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

1 2 3 4 5

D

C

B

A

8'4' 16'

CUI

CUI

C U

I

W R

IG

H

T-

PA

TT

ER

SO

N

A

IR

F O

R C

E

BA

SE

D

AY

TO

N , O

H

IO

R

EP

AI

R

/R

EN

O

VA

TE

A

FM

C

H Q

B U

IL

D

IN

G

(B

2)

P H

AS

E

B262 PHASE

P2 N

O

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

J.

B

EN

SO

N

AD101C

AR

EA

D

EM

O

LI

TI

O

N F

LO

O

R P

LA

N

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

LO

U

IS

VI

LL

E, K

EN

TU

C

KY

JA

C

O

BS

E N

G

IN

EE

R

IN

G

G R

O U

P

IN

C

H

IG

H

LA

N D

S

PL

AZ

A

D R

IV

E

SU

IT

E

ST

. L O

U

IS

, M O

R . M

ES

SE

L

P.

M

C

EL

V

EN

EY

J.

C

O R

SO

N

D

EC

EM

BE

R

B10262 PHASE 1 - CERTIFIED FINAL

SE

C

O N

D F

LO

O

R

AR

EA

PH

AS

E

AR

C

H

IT

EC

TU

R

AL

D

EM

O

LI

TI

O

N

1/8" = 1'-0"A1 SECOND FLOOR DEMOLITION PLAN - AREA 1

214 PROVIDE AND MAINTAIN AFMC STAFF EGRESS EXCEPT AS OTHERWISE NOTED.

REFER TO LIFE SAFETY PLANS

305 CONSTRUCTION BARRIER MUST BE DISMANTLED ONCE CUTTING OF SLAB

OPENINGS HAS BEEN COMPLETED AND 2 HOUR SHAFT WALLS ARE INSTALLED.

COORDINATE REMOVAL OF TEMPORARY, RATED CONSTRUCTION BARRIER WITH

NEW WORK IN PHASE 1

409 REMOVE PLUMBING FIXTURES AND STALLS - TYPICAL. PATCH OPENINGS IN

FLOOR - REFER TO D1/A534

415 REMOVE CONCRETE SLAB AS REQUIRED FOR MECHANICAL SHAFT - REFER TO

STRUCTURAL AND MECHANICAL TO COORDINATE OPENING SIZE

421 REMOVE CASEWORK / COUNTERTOPS

446 CONSTRUCTION BARRIER LOCATIONS SHOWN MUST BE COORDINATED WITH

COR PRIOR TO ERECTION

543 CONSTRUCTION ACCESS DOOR(S)

908 REMOVE EXISTING PIPING AND CLEANOUTS. PATCH FLOORS TO REMAIN - REFER

TO D1 AND C1 ON A534

999 REPLACE EXISTING DOOR(S) AND FRAME AND PROVIDE NEW DOOR(S) AND

FRAME FOR CONSTRUCTION ACCESS. DOOR(S) WITH CLOSER. PATCH

PARTITION AT DOOR OPENING TO PROVIDE A SMOOTH, CONTINUOUS SURFACE

AT THE DOOR OPENING.

AD100C

AM

EN

D

M

EN

T 0 0

D

EC

AM

EN

D M

EN

T

0 0

J

A N

W

2Q R

R

_C U

I_ C

F_ Pl an s-

T

S

R

Q

P

O

N

M

1 2 3 4 51-J

1-6

1-5

1-4.5

1-4

1-3

1-2

1-1

M

AT

C H

LI

N

E

A1

AD

9C

MATCHLINE

A1 AD111C

NOTE:

STAIRWELL IS NOT AVAILABLE FOR

CONSTRUCTION ACCESS.

KEYED NOTES - DEMOLITION#

DEMOLITION LEGEND

REMOVE WALL / PARTITION

REMOVE DOOR

REMOVE DOORS

CONSTRUCTION BARRIER - REFER TO A704 FOR ADDITIONAL

INFORMATION

SHADED AREA IS NOT UNDER CURRENT CONSTRUCTION PHASE

UNLESS OTHERWISE NOTED - W ORK TO BE PERFORMED IN THE

SHADED AREAS MUST BE COORDINATED WITH COR FOUR WEEKS

PRIOR TO MINIMIZE MISSION IMPACT

NOTE:

AVAILABLE HAUL ROUTES FOR MOVEMENT OF CONSTRUCTION

MATERIALS AND REMOVAL OF DEBRIS ARE INDICATED ON THE

OVERALL DEMOLITION PLANS. HAUL ROUTE THROUGH AFMC

OCCUPIED/USED SPACES MUST OCCUR AT TIMES WHEN AFMC STAFF

IS NOT OCCUPYING THE BUILDING AND HAUL ROUTE MUST BE

CLEANED AT THE COMPLETION OF…