Revised_Drawings.pdf

AREA OF WORK

BLDG 821

PLAN NORTH

BASE CONTRACTING

BLDG 729

BASE CIVIL ENGINEERING

BLDG 744

MAIN GATE

CONSTRUCTION HAUL ROUTE

1. THE CONTRACTOR MUST COORDINATE WITH THE ASSIGNED GOVERMENT

ESCORT BEFORE ENTERING OR LEAVING THE CONTROLLED AREA THROUGH

ACCESS GATE BY BUILDING 802. ALL CONTRACTOR RESOURCES (VEHICLES,

EQUIPMENT, ETC.) MUST USE A DIRECT ROUTE BETWEEN THE ACCESS GATE AND

THE FREE ZONE ENTRANCE AND ARE NOT ALLOWED IN OTHER ADJACENT

CONTROLLED/RESTRICTED AREAS (UNLESS SPECIAL ARRANGEMENTS ARE PRE-

COORDINATED AND APPROVED IN ADVANCE.)

2. AT THE BEGINNING OF EACH WORK DAY, THE CONTRACTOR MUST NOTIFY THE

ASSIGNED GOVERNMENT ESCORT BEFORE OPENING THE ENTRANCE TO THE FREE

ZONE AREA. LIKEWISE, AT THE END OF THE WORK DAY, THE CONTRACTOR MUST

AGAIN NOTIFY THE GOVERNMENT ESCORT BEFORE CLOSING THE ENTRANCE TO

THE FREE ZONE AREA.

3. CONTRACTOR SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS FOR

PROVIDING THE FREE ZONE BARRICADES:

• BARRICADES SHALL BE "BICYCLE-RACK" TYPE

• BARRICADES SHALL BE SECURED WITH SAND BAGS TO ENSURE NO

MOVEMENT DURING HIGH WINDS

• PLASTIC ORANGE MESH FENCING SHALL BE ATTACHED TO THE BARRICADES

• REFLECTIVE SIGNS SHALL BE ATTACHED TO THE BARRICADES EVER 50 FEET

• ORANGE FLASHING LIGHTS SHALL ALSO BE ATTACHED TO THE BARRICADES;

EVERY 50 FEET POSITIONED BETWEEN THE REFLECTIVE SIGNS

• IF THE BARRICADES ARE MOVED, TURNED OVER, ETC. BY HIGH WINDS; THE

CONTRACTOR SHALL RESPOND IMMEDIATELY TO RESTORE THE FREE ZONE

BARRICADES IN THEIR ORIGINAL POSITION

4. THIS CROSS HATCHED AREA IS DESIGNED AS OBJECT FREE AREA. IN THIS

AREA, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:

• AT THE END OF EACH WORK DAY, ALL VEHICLES, EQUIPMENT, ETC. SHALL BE

RELOCATED OUTSIDE OF THE OBJECT FREE AREA.

• WHEN THE ADJACENT COMMERCIAL RUNWAY (04-22) IS BEING UTILIZED, NO

VEHICLES, EQUIPMENT OR PERSONEL WILL BE ALLOWED IN THE OBJECT FREE

AREA.

5. CONSTRUCT TEMPORARY TAXIWAY ACCESS DRIVE (12 FEET WIDE) PRIOR TO

FURNISHING AND INSTALLING THE FREE ZONE FENCE. DRIVE SHALL CONSIST OF

2" ASPHALT BINDER COURSE (LVNW3503) OVER 6" AGGREGATE BASE COURSE

(CLASS 5).

FREE ZONE GENERAL NOTES:

801 802

FREE ZONE 2

FREE ZONE 1

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WORK AREA 2

WORK AREA 1

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REPAIR DOOR HEATING TRACK - BUILDING 821

JANUARY 7, 2015

CONTRACT NUMBER: FA6643-10-D-0002

TASK ORDER NUMBER: 6N10

PROJECT NUMBER: QJKL 11-0014

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MINNEAPOLIS-SAINT PAUL AIR RESERVE STATION

760 MILITARY HIGHWAY

MINNEAPOLIS, MN 55450-2100

# OF

TOTAL

SHEET

NUMBER SHEET TITLE

GENERAL

1 G-001 COVER SHEET

ARCHITECTURAL

2 A-001 GENERAL NOTES & LEGENDS

3 AD101 DEMOLITION FLOOR PLAN

4 AD401 DEMOLITION ENLARGED FLOOR PLANS

5 AD501 DEMOLITION DETAILS

6 A-101 FIRST FLOOR PLAN

7 A-401 ENLARGED FLOOR PLANS

8 A-501 DETAILS

9 A-601 PHASING PLAN

MECHANICAL

10 M-001 MECHANICAL LEGEND, GENERAL NOTES, DETAILS &

SCHEDULES

11 MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

12 M-101 FIRST FLOOR MECHANICAL NEW WORK PLAN

13 M-401 BASEMENT MECHANICAL ENLARGED PLAN

14 M-501 MECHANICAL SECTION AND DETAILS

15 M-502 MECHANICAL DETAILS

ELECTRICAL

16 E-001 ELECTRICAL GENERAL NOTES AND LEGENDS

17 ED101 FIRST FLOOR DEMOLITION PLAN

18 E-100 BASEMENT POWER PLANS

19 E-101 FIRST FLOOR NEW WORK POWER PLAN

Grand total: 19

INDEX OF DRAWINGS

SCALE: NOT TO SCALE

BASE LOCATION MAP

SCALE: NOT TO SCALE

AREA LOCATION MAP

SCALE: 1" = 60'-0"

FREE ZONE AREA BASE MAP

CONTRACTING OFFICER: CYNTHIA MURRY

PHONE: 612-713-1427

EMAIL: cynthia.murry@us.af.mil

ADDRESS: 934 CONF/LGC

760 MILITARY HIGHWAY, BLDG 729

MINNEAPOLIS-ST PAUL ARS, MIN 55450-2100

OWNER

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1283124220C Line

1283124220C Line

1283124220C Line

1283124220C Line

1283124220C Callout

NOTE REMOVED

11' - 0"

30' - 0"

AREA OF CONCRETE AND RAILS TO BE DEMOLISHED & REPLACED IN PHASE 1

179' - 2"

LINE OF DEMOLITION FOR PHASE 1 LINE OF DEMOLITION FOR PHASE 1

201' - 2"

30' - 0"

11' - 0"

OPEN DOORS AS FAR AS POSSIBLE TO ALLOW FOR DEMOLITION OPEN DOORS AS FAR AS POSSIBLE TO ALLOW FOR DEMOLITION

EXISTING CONRETE HANGAR

SLAB TO REMAIN

PORTION OF CONCRETE SLAB TO BE DEMOLISHED

FOR NEW SNOW MELT SYSTEM. SNOW MELT

SYSTEM AND VALVE PIT TO BE INSTALLED IN

PHASE 1.

FURNISH AND INSTALL FULL HEIGHT CONSTRUCTION CONTAINMENT TARP

(EAGLE INDUSTRIES FR CONSTRUCTION TARP OR GOVERNMENT APPROVED

EQUAL) BETWEEN AREA OF CONSTRUCTION AND WORKING HANGAR PER

MANUFACTURER'S SPECIFICATIONS.

11' - 0"

AREA TO BE DEMOLISHED & REPLACED IN PHASE 2

34' - 5"

AREA OF NEW CONCRETE AND RAILS COMPLETED IN PHASE 1

179' - 2"

AREA TO BE DEMOLISHED & REPLACED IN PHASE 2

34' - 5"

REMOVE DOOR STOP ABOVE TO ALLOW DOOR

TO BE ROLLED COMPLETELY CLEAR OF AREA

TO BE DEMOLISHED IN PHASE 2

REMOVE DOOR STOP ABOVE TO ALLOW DOOR

TO BE ROLLED COMPLETELY CLEAR OF AREA

TO BE DEMOLISHED IN PHASE 2.

11' - 0"

EXISTING CONRETE HANGAR

SLAB TO REMAIN

201' - 2"

SNOW MELT SYSTEM AND VALVE PIT

CONSTRUCTED IN PHASE 1.

FULL HEIGHT CONSTRUCTION CONTAINMENT TARP (EAGLE

INDUSTRIES FR CONSTRUCTION TARP OR GOVERNMENT

APPROVED EQUAL) INSTALLED IN PHASE 1.

A4 A-601.

A4 A-601.

EXISTING TO BE REMOVED.

EXISTING TO REMAIN

EXISTING / DEMOLITION LEGEND

EXISTING RAIL TO BE REMOVED

GENERAL NOTES:

1. PROPOSED PHASING PLANS SHOWN ARE TYPICAL FOR BOTH THE NORTH

AND THE SOUTH DOORS.

2. DEMOLISH AND COMPLETE NEW WORK FOR ONE DOOR BEFORE BEGINING

ANY DEMOLITION OR NEW WORK ON THE SECOND DOOR.

3. FOR EACH DOOR, THE CONSTRUCTION CONTAINMENT TARP SHOULD BE

FURNISHED AND INSTALLED BEFORE ANY DEMOLITION WORK BEGINS AND

REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE.

NEW CONCRETE PLACED

IN PHASE 2

NEW CONCRETE

PLACED IN PHASE 1

NEW HANGAR DOOR RAIL

BEYOND

EXISTING CONCRETE

TO REMAIN

JOINT SEALANT APPLIED

AT THE COLD JOINTS

BETWEEN PHASE 1 & 2

2. MOVE ALL DOORS TOWARDS THE CENTER OF OPENING TO PROVIDE ACCESS TO THE

DOOR POCKET AREA. THE DOOR ON THE 37 FT RAIL (THE POCKET DOOR) NEEDS TO BE

MANEUVERED 10 FT FROM THE DOOR JAMB GIVING ACCESS TO THE DOOR POCKET

FROM THE OUTSIDE. THE DOOR POCKET RAIL LENGTH SHOULD BE 30 FT IN LENGTH

WHICH WILL EXTEND 10 FT BEYOND THE DOOR JAMB. THIS CAN BE ACCOMPLISHED BY

REMOVING THE DOOR STOP ON THE TOP GUIDE BEAM AND ROLLING THE BOTTOM

ROLLER ON THE CONCRETE BEYOND THE END OF THE RAIL LEAVING THE TRAILING

BOTTOM ROLLER ON THE RAIL AND TOP GUIDE ROLLER IN THE TOP TRACK. SECURE THE

DOOR ONCE IN THE TEMPORARILY STOWED POSITION UNTIL THE NEW POCKET RAIL AND

CONCRETE IS COMPLETE.

1. MOVE THE DOORS BACK IN THE DOOR POCKETS TO REPLACE THE BOTTOM RAIL,

CONCRETE, AND BUMPERS IN THE CENTER PHASE. EXTEND THE SHORTEST RAIL BY

10 FEET.

4. TO EXPEDITE THE CONSTRUCTION PROCESS, THE CONTRACTOR SHALL PROVIDE TYPE III

CONCRETE WITH HIGH EARLY STRENGTH AT 7-DAYS AS SPECIFIED IN SPECIFICATION 03

30 00. IT IS ASSUMED THAT THE RAILS MAY BE LOADED AT 1O DAYS, BUT FIELD

CONDITIONS MAY VARY THIS PERIOD. CONTRACTOR SHALL CONFIRM STABILITY AND

CAPACITY OF RAIL SYSTEM PRIOR TO LOADING AND ADJUST CONSTRUCTION SCHEDULE

ACCORDINGLY.

5. CONTRACTOR SHALL PROVIDE A PHASING PLAN AND SCHEDULE FOR GOVERNMENT

APPROVAL PRIOR TO START OF CONSTRUCTION.

PHASING NOTES: UPDATED

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SCALE: 1/8" = 1'-0"D1

PHASE 1 PLAN - TYPICAL DOOR (NORTH DOOR SHOWN)

SCALE: 1/8" = 1'-0"C1

PHASE 2 PLAN - TYPICAL DOOR (NORTH DOOR SHOWN)

PLAN NORTH

164 8268

SCALE: 1/8"=1'-0"

GRAPHIC SCALE

AREA OF WORK

AREA OF WORK

HANGAR

AREA

SCALE: 1" = 1'-0"

A-601.

A4

CONCRETE PHASING SECTION DETAIL

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