Attachment 4 - Project 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

POST ROAD GATE

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.

CONCEPT

DRAWINGS

1:20

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

04 JAN 2021

1/04/2021

1/04/2021

N

FXSB 20-1063

CONSTRUCT CANOPY AND PAD BLDG 15380

SITE PLAN

C-1

DEMOLISH AND REMOVE EXISTING

4' WIDE CONCRETE SIDEWALK

REMOVE EXISTING CANOPY ABOVE EXTERIOR DOOR

SAW-CUT AND REMOVE PORTION OF RETAINING WALL

FOR STEEL STEP INSTALLATION

BUILDING 15380

POSSIBLE WASTE EXCAVATION

DISPOSAL AREA

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.

CONCEPT

DRAWINGS

1:20

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

04 JAN 2021

1/04/2021

1/04/2021

N

FXSB 20-1063

CONSTRUCT CANOPY AND PAD BLDG 15380

DEMOLITION PLAN

C-1

DEMOLITION NOTES:

1. DEMOLISH EXISTING 4' SIDEWALK ADJACENT TO

BUILDING FROM EDGE OF STAIRS TO CONCRETE

CURB.

2. DEMO A SECTION OF EXISTING RETAINING WALL

FOR STEEL STAIR INSTALLATION.

3. DEMO EXISTING METAL CANOPY.

0 20' 40' 60'

SCALE: 1" = 20'

10'

CONSTRUCT 6' WIDE

CONCRETE SIDEWALK

INSTALL STEEL HANDRAILING

INSTALL STEEL HANDRAILING

ALONG RETAINING WALL

GRADE TO MATCH EXISTING,

TOPSOIL AND SEED

BUILDING 1538025'

MIN

CONSTRUCT 3-SIDED RETAINING WALL

WITH CONCRETE SLAB AND STEEL STEPS

(SEE DETAIL ON SHEET C-3)

CONSTRUCT STEEL CANOPY

ABOVE EXISTING DOOR.

24'

14'

6'

10'

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.

CONCEPT

DRAWINGS

1:20

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

04 JAN 2021

1/04/2021

1/04/2021

N

FXSB 20-1063

CONSTRUCT CANOPY AND PAD BLDG 15380

SITE PLAN

C-2

GENERAL NOTES:

1. AT PROPOSED SIDEWALK LOCATIONS, EXCAVATE

24" BELOW ORIGINAL GROUND. PLACE GEO

FABRIC AT BOTTOM OF EXCAVATION AND

BACKFILL WITH 18" OF 3" MINUS AND 6" OF D-1.

2. FOR EXISTING SIDEWALK WALK DEMO AREAS,

ENSURE GRADING DRAINS AWAY FROM

BUILDING. PLACE 4" TOPSOIL AND SEED ALL

DEMO AND NEW CONCRETE WORK.

3. FOR NEW HANDRAILING, MATCH EXISTING TYPE,

STYLE, AND COLOR OF EXISTING RAILING AT

EXISTING ENTRANCE.

4. RAILING SHALL BE HOT DIPPED GALVANIZED PIPE

AND COLD GALVANIZED OVER ALL WELDS.

5. PROVIDE LIGHTING UNDER CANOPY. LIGHT LEVEL

AT CONCRETE SHALL MEET 1.0 fc WHEN

MEASURED ON SIDEWALK. LIGHT FIXTURES

SHALL BE DARK ANODIZED BRONZE AND HAVE

EMERGENCY BACKUP AND ELECTRONIC EYE

CONTROL. CIRCUIT MAY BE ABLE TO BE PULLED

FROM NEARBY OVERHEAD DOOR LIGHT,

OTHERWISE SEE EXHIBIT DRAWING FOR PANEL

LOCATION.

6. NEW CANOPY SHALL BE STRUCTURAL STEEL

CONSTRUCTION WITH METAL ROOFING ON PILE

FOUNDATIONS. PROVIDE AN EXPANSION JOINT

AT BUILDING FACE. PAINT CANOPY AND ALL

ASSOCIATED STEEL WITH HIGH GLOSS PAINT

THAT MATCHES COLOR OF EXISTING CANOPY.

7. STEEL STEPS AT RETAINING WALL SHALL HAVE

HANDRAILS. BOTTOM STAIR TREAD SHALL NOT

EXTEND BEYOND FACE OF EXISTING RETAINING

WALL.

0 20' 40' 60'

SCALE: 1" = 20'

10'

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.

CONCEPT

DRAWINGS

1:20

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

04 JAN 2021

1/04/2021

1/04/2021

0 20' 40' 80'

SCALE: 1" = 20'

10'

N

FXSB 20-1063

CONSTRUCT CANOPY AND PAD BLDG 15380

DETAILS

C-3

CLEAR

26"

4"

2%

3"

VARIES

3/4" CHAMFER (TYP.)

8"

3"

STEEL STAIR RETAINING WALL TYPICAL SECTION

3" MINUS

12"

(MIN)

POROUS

MATERIAL (SEE

NOTE 1)

#4 REBAR AT

12" O.C.

BOTH WAYS 6"

TO

24"

DRAIN TUBES AT 10'

O.C.; FORM WITH 2"

GALV. OR PVC TUBE,

CAST IN PLACE.

8"

NOTES:

1. PLACE ONE CUBIC FOOT OF POROUS BACKFILL MATERIAL AROUND WEEP HOLE AS SHOWN.

2. PROVIDE 3/4" CHAMFER AT ALL OUTSIDE EDGES.

CANOPY TO SLOPE AWAY

FROM LOADING RAMPS.

RETAINING WALL PLAN VIEW SIMILAR STYLE CANOPY AT BUILDING 786

STAIR TREAD SHALL NOT

EXTEND BEYOND FACE OF

EXISTING RETAINING WALL

EXISTING PAVEMENT

(LOADING RAMP)

EXPANSION JOINT BETWEEN

WALL AND SIDEWALK

6" CONCRETE SIDEWALK

STEEL STEPS WITH

HANDRAIL

EXISTING CANOPY TO BE

REMOVED

SECTION A-A

A

A

APPROXIMATE CANOPY LOCATION BUILDING 15380

NTS

NTS

EXHIBIT DRAWING