HJZH 22-1029 DRAWINGS.pdf

MAP KEY

LOCATION DESCRIPTION

RICHARDSON VISITORS GATE

ARCTIC VALLEY GATE GLENN HWY SOUTHBOUND EXIT

ELMENDORF VISITORS GATE

654 6TH STREET: FIRE STATION 4

8517 20TH STREET: SECURITY FORCES

CLEAN FILL LANDFILL SITE

CONCRETE LANDFILL SITE

BUILDING 726

PROJECT LOCATION

JOINT BASE ELMENDORF-RICHARDSON

673RD CIVIL ENGINEER SQUADRON

KEY PLAN

NOT FOR CONSTRUCTION

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

15 MAY 2022

05/15/2022

05/15/2022

N

REPAIR CONCRETE LAUNDRY FAC B726

HJZH 22-1029

ANSI

D

PRELIMINARY

C-1

SCHEDULE OF DRAWINGS

SHEET NUMBER SHEET TITLE

C-1 COVER SHEET

C-2 B726 FLOOR PLAN AND SHEET LAYOUT

C-3 FLOOR PLAN - SW CORNER

C-4 FLOOR PLAN - SE CORNER

C-5 FLOOR PLAN - NW CORNER

C-6 FLOOR PLAN - NE CORNER

C-7 DETAILS AND GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

2. AT NO TIME WILL THE CONTRACTORS WORK, STORAGE OF MATERIALS, PARKING OF VEHICLES OR OTHER ACTIVITIES BE ALLOWED TO INTERFERE WITH THE WORK ACTIVITIES OF GOVERNMENT PERSONNEL OR TO

DAMAGE GOVERNMENT OR PRIVATE PROPERTY.

3. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WORK AREA FREE FROM ACCUMULATION OF WASTE MATERIALS. DEBRIS SHALL BE REMOVED ON A DAILY BASIS.

4. ALL WELDING AND / OR THE USE OF FLAME PRODUCING DEVICES SHALL BE CLEARED THROUGH THE FIRE DEPARTMENT.

5. ALL CONSTRUCTION PERMITS, FEES AND COORDINATION OF ANCILLARY ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. THE WORK OF THIS CONTRACT SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES OR STANDARDS, INCLUDING BUT NOT LIMITED TO: ENVIRONMENTAL PROTECTION AGENCY, NATIONAL ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION, OSHA STANDARDS, FIRE CODES, INTERNATIONAL BUILDING CODE.

PROJECT NOTES:

COVER SHEET

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

15 MAY 2022

05/15/2022

05/15/2022

REPAIR CONCRETE LAUNDRY FAC B726

HJZH 22-1029

ANSI

D

PRELIMINARY

1"=20'

C-2

FLOORPLAN

N

SHEET C-3

SHEET C-4

SHEET C-5

SHEET C-6

AutoCAD SHX Text

DN

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

OPEN TO BELOW

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

RAMP UP

AutoCAD SHX Text

RAMP UP

6.0'

8.0'

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

15 MAY 2022

05/15/2022

05/15/2022

REPAIR CONCRETE LAUNDRY FAC B726

HJZH 22-1029

ANSI

D

PRELIMINARY

1"=20'

C-3

FLOORPLAN - SW CORNER

N

CONSTRUCT NEW GALVANIZED

STEEL LANDING, STAIRS, AND

HANDRAIL. DOOR OPENING

APPROX. 11" ABOVE ASPHALT.

DEMOLISH EXISTING CONCRETE

AND PLACE NEW REINFORCED

CONCRETE. TOP OF CONCRETE TO

MATCH EXISTING ELEVATION.

SLOPE AWAY FROM BUILDING.

6" REINFORCED CONCRETE PAD

(#4 AT 12" OC EW)

AutoCAD SHX Text

OPEN TO BELOW

OPEN TO BELOW

5.0'

13.0'

21.4'

9.0'

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

15 MAY 2022

05/15/2022

05/15/2022

REPAIR CONCRETE LAUNDRY FAC B726

HJZH 22-1029

ANSI

D

PRELIMINARY

1"=20'

C-4

FLOORPLAN - SE CORNER

N

DEMO EXISTING CONCRETE AND PLACE NEW

REINFORCED CONCRETE. TOP OF CONCRETE

TO MATCH EXISTING CONCRETE ELEVATION.

SLOPE AWAY FROM BUILDING.

6" REINFORCED CONCRETE PAD

(#4 AT 12" OC EW, SEE CONCRETE LOADING

DOCK DETAIL ON SHEET C-7)

REPAIR CONCRETE JOINT

CONSTRUCT NEW REINFORCED

CONCRETE. TOP OF CONCRETE TO

MATCH EXISTING GRADE.

SLOPE AWAY FROM BUILDING.

6" REINFORCED CONCRETE PAD

(#4 AT 12" OC EW)

CONSTRUCT NEW GALVANIZED STEPS

AND STEEL HANDRAIL. TOP OF

CONCRETE APPROX. 14" ABOVE

ASPHALT

CONSTRUCT NEW GALVANIZED

STEP AND STEEL HANDRAIL.

TOP OF CONCRETE APPROX. 14"

ABOVE ASPHALT

CONSTRUCT NEW GALVANIZED

STEP AND STEEL HANDRAIL.

TOP OF CONCRETE APPROX. 12"

ABOVE ASPHALT

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

RAMP UP

RAMP UP

10'

10.4'2

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

15 MAY 2022

05/15/2022

05/15/2022

REPAIR CONCRETE LAUNDRY FAC B726

HJZH 22-1029

ANSI

D

PRELIMINARY

1"=20'

C-5

FLOORPLAN - NW CORNER

N

DEMO EXISTING CONCRETE AND

CONSTRUCT NEW REINFORCED

CONCRETE LOADING DOCK WITH

CONCRETE RAMP AND STEEL

HANDRAIL. TOP OF CONCRETE

APPROX. 14" ABOVE ASPHALT. 6"

REINFORCED CONCRETE (#4 AT

12" OC EW, SEE CONCRETE

LOADING DOCK DETAIL ON SHEET

C-7). RAMP MUST MEET ADA

REQUIREMENTS. EXISTING

CONCRETE PAD SUPPORTED BY

CMU, REMOVE ENOUGH CMU TO

PLACE D-1. PRIOR TO PLACING

D-1, FILL EXISTING CMU VOIDS

WITH GROUT OR D-1.

CONSTRUCT NEW STEEL

HANDRAIL ALONG NORTH SIDE

OF RAMP AND WEST SIDE OF

LOADING DOCK.

CONSTRUCT NEW GALVANIZED

STEEL LANDING, STAIRS, AND

HANDRAIL. DOOR OPENING

APPROX. 10.5" ABOVE ASPHALT.

CONSTRUCT NEW GALVANIZED

STEEL LANDING, STAIRS, AND

HANDRAIL. DOOR OPENING

APPROX. 12" ABOVE ASPHALT.

NEW REINFORCED CONCRETE

RAMP

NEW REINFORCED CONCRETE

LOADING DOCK

SAW-CUT EXISTING CONCRETE AT

BUILDING INTERFACE.

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

15 MAY 2022

05/15/2022

05/15/2022

REPAIR CONCRETE LAUNDRY FAC B726

HJZH 22-1029

ANSI

D

PRELIMINARY

1"=20'

C-6

FLOORPLAN - NE CORNER

N

CUT BACK BROKEN CONCRETE

CURB TO A STRAIGHT EDGE.

INSTALL STEEL HANDRAIL FROM

CURB TO BUILDING WALL.

CONSTRUCT NEW GALVANIZED

STEP AND STEEL HANDRAIL.

INSTALL STEEL HANDRAIL FROM

CONCRETE STEP TO BUILDING

WALL.

TOP OF CONCRETE APPROX. 12"

ABOVE ASPHALT

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

15 MAY 2022

05/15/2022

05/15/2022

REPAIR CONCRETE LAUNDRY FAC B726

HJZH 22-1029

ANSI

D

PRELIMINARY

1"=20'

NOTES

1. UTILITIES SHOWN ARE FROM GIS DATA AND NOT SURVEY. GOVERNMENT DOES NOT

GUARANTEE THE LOCATION OR PRESENCE OF THE EXISTING UTILITIES. CONTRACTOR SHALL

OBTAIN UTILITY LOCATES VIA THE PERMITTING PROCESS.

2. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT

FOR CAST-IN-PLACE CONCRETE:

2.1. CONCRETE CAST AGAINST EARTH 3-INCHES

2.2. CONCRETE EXPOSED TO EARTH OR WEATHER (#5 AND SMALLER) 1-1/2 INCHES

3. CONCRETE ANCHOR DESIGN BASED ON HILTI HIT-RE 500-SD EPOXY ADHESIVE ANCHORING

SYSTEM WITH 38" THREADED RODS EMBEDDED 3-1/2", MINIMUM ANCHOR SPACING OF

1-7/8", MINIMUM EDGE DISTANCE OF 1-7/8". CONTRACTOR SHALL PROVIDE ANCHOR

SYSTEM (ABOVE HILTI DESIGN OR APPROVED EQUAL) DESIGNED FOR SUPPORTING STEEL

HANDRAILS AND SHALL BE RATED FOR EXTERIOR APPLICATION.

4. ALL CONCRETE SHALL BE CLASS A CONCRETE.

5. EDGE ALL CONCRETE OUTSIDE EDGES AND JOINTS TO A 14" RADIUS.

6. PLACE CONTROL JOINTS AT 12' INTERVALS. CONTROL JOINTS MAY BE FORMED IN FRESH

CONCRETE BY CUTTING A GROOVE IN THE TOP PORTION OF THE SLAB TO A DEPTH OF AT

LEAST ONE-FORTH THE SLAB THICKNESS, OR BY SAWING A GROOVE IN THE HARDENED

CONCRETE WITH A 18" SAW BLADE.

7. ALL REBAR SHALL BE EPOXY COATED

8. PER NFPA 101, ALL HANDRAILING MUST EXTEND MINIMUM 1' BEYOND EITHER SIDE OF NEW

STAIRS

9. GALVANIZED STEP HEIGHTS VARY (MID POINT BETWEEN TOP OF EXISTING CONCRETE AND

TOP OF EXISTING ASPHALT, NOT TO EXCEED 8 INCHES).

10. CONTRACTOR SHALL INSTALL EXPANSION JOINT BETWEEN ALL NEW CONCRETE AND ANY

EXISTING CONCRETE TO REMAIN.

11. PLACE 6" OF COMPACTED D-1 MATERIAL UNDER ALL PROPOSED CONCRETE LOCATIONS.

C-7

DETAILS AND GENERAL NOTES

CONCRETE LOADING DOCK DETAIL

NTS

LEGEND

EXISTING CONCRETE

PROPOSED CONCRETE

STEEL HANDRAIL

6" AGGREGATE BASE COURSE,

GRADING D-1

EXISTING ASPHALT PARKING LOT

6" AGGREGATE BASE COURSE,

GRADING D-1

SELECT MATERIAL, TYPE A

HEIGHT VARIES BETWEEN EXISTING

GROUND AND BOTTOM OF D-1

CONCRETE SLAB HEIGHT VARIES

SEE PLANS FOR HEIGHT ABOVE EXISTING ASPHALT

LAP SPLICE

36"

#4 REBAR AT 12" OC EW

6"

6"

8"