Attachment 1 Warehouse DB Contract design CSF Bridging Documents 9.23.2020.pdf

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UP

Stairs B

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Stair A

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St air s C

W a l k w a y

W a l k w y

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P t r u t e u t e

L G F P a t r o l r o u t e

L G F P a t r o l r o u t eL G F P a t r o l r o u t e Sliding gate

P a r k i n g - l o t

R O A D

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N E I G H B O R

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RA B C D

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1 2 3 4 5 6 8

15.6m atea

6m 6m2m1m

0.6m

Prefab guard booth Enclosed extension

New entrance gate 6m wide

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G ra nu la rl ay

-d ow n ar ea G ra nu la r

G ra nu la r G ra nu la la y-do w n do w n la y-d la y-do w n ar ea ar ea ar ea

6m (20ft) shipping container

12m (40ft) shipping container

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ABOUNDING PROPERTY

PRIMROSE ROAD

SENSITIVE BUT UNCLASSIFIED SHIPPING CONTAINER LAYOUT

09/19/20Do not scale DWG. 2 of 9

Varies 2.4m to 2.7m

Land slope varies in all directions

Existing perimeter wall

EXISTING TYPICAL CROSS-SECTION

Varies to allow for ground to top height of 2.7m minimum

Container load supporting reinforced concrete slab

Guard patrol walkway

Concrete parapet

2% slope

Unpaved driveway varies 5m to 6m

1200mm1200mm Varies 6m or 12 m container

Remove unsuitable to 300mm average

SECTION DETAILS NEW CONSTRUCTION

SECTION A-A (TYPICAL)

250mm road base

250 sub-base

Finished elevation

Existing ground elevation

Additional excavation (if required) 200m deep; 200mm sub-base backfill

Existing Perimeter Wall

Excavation & Backfill DWG D07

Do not scale07/2020

Varies E-W or N-S Varies E-W or N-S

SECTION A-A

BACKFILL

Container Lay-down Area ContainerRoadway Roadway

EXISTING EXCAVATION & BACKFILL (BY OTHERS)

SENSITIVE BUT UNCLASSIFIED EXISTING FILL AS BY OTHERS DO NOT SCALE DWG: 3 of 909/16/2020

(varies from 1.5% to 2.5%) beams 1200mm deep x 750mm square

Area has been previously excavated & backfilled by Others See profile as by Others rampramp

Concrete moisture & erosion barrier

EXISTING PERIMETER

WALL SECTION

SENSITIVE BUT UNCLASSIFIED WALL & LAND SECTION DO NOT SCALE 09/16/2020 DWG: 4 of 9

Riser to allow for a minimum of 2.7m high from outside of perimeter walls.

Riser type to ensure existing block wall can support load Recommended riser types are concrete block wall; concrete or chain-link fence

UP

Stairs B

UP

Stair A

UP

St air s C

W a l k w a y u t e u t e

L G F P a t r o l r o u t e

L G F P a t r o l r o u t eL G F P a t r o l r o u t e Sliding gate

P a r k i n g - l o t

R O A D

R

A

D

N E I G H B O R

N

I

H

B

RA B C D

F

G

H

1 2 3 4 5 6 8

15.6m atea

6m 6m2m1m

0.6m

Prefab guard booth Enclosed extension

New entrance gate 6m wide

I

G ra nu la rl ay

-d ow n ar ea G ra nu la r

G ra nu la r G ra nu la la y-do w n do w n la y-d la y-do w n ar ea ar ea ar ea

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Beam is non-continuous Each beam @ maximum span 5m (typical)

ABOUNDING PROPERTY

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Zone 1

Zone 2 Zone 3 Zone 4

Zone 5

Covered walkway D1 D2

SENSITIVE BUT UNCLASSIFIED GRADE BEAM LAYOUT DO NOT SCALE 09/16/2020 DWG: 5 of 9

1200mm

750mm

125mm thick moisture & erosion barrier concrete slab

Finished walkway or ground elevation where applicable

Compacted fill

200mm

6m (20ft) container/Typical

12m (40ft) container/ Typical

Y20@ 150mm c/c all sides

Stirrup Y15 @ 200c/c Y15 @ 200 c/c

Welded wire mesh 100mm x 100mm square 11 gauge minimum

125mm

25mm below top of beam

SECTION X-X

BEAM & SLAB DETAILS

1200mm X 750MM typical concrete beam

Top of concrete walkway or road or fill (where applicable)

Central beam top at 75mm above outer beams

18mm bituminous impregnated filler board

18mm Bituminous joint filler

SENSITIVE BUT UNCLASSIFIED DO NOT SCALE 09/16/2020GRADE BEAM SECTION DETAILS DWG: 6 of 9

D1 D2 Existing Door D3

Lightweight prefabricated wall panel & D3 Bath stall

New walls & door Walls/aluminum panels Door/ glass & aluminum frame

Prefabricated Hardened Container (2800mm high) 6000mm x 2400mm external dimensions

Metal covered walkway/no enclosure 1500mm wide x 4000mm

New Extension

W1

W2 1800mm x 2400mm

Notes:

The guard booth to be a 2-man station Prefabricated hardened container is a used unit; USG owned.

Toilet & bath to be installed including new wall panel & D3.

D2 is existing.

Allow for 3 ceiling lights in the prefabricated unit; this includes 1 for the restroom.

Allow for repainting. all exposed surfaces

New guard booth extension:

Walls to be hollow concrete blocks (150mm x 200mm x 400mm);

reinforced in each block core; cast in-situ concrete infill.

Roof to be over new extension only.

D1/ semi-vision panel; glass with shatter proof film; minimum 4 mm thick glass; aluminum framing and non-glass panel W1 & W2/Aluminum & glass (anti-shatter film); minimum 4mm glass.

Services: 12,000 BTU/AC; 2 ceiling lights; 4 wall outlets (double port; standard) Tiled floor finish.

GUARD BOOTH DETAILS

SENSITIVE BUT UNCLASSIFIED GUARD BOOTH DETAILS DO NOT SCALE 09/16/2020 DWG: 7 of 9

Angle iron 100mm x 100mm x 12mm thick All external corners or 4 per bay @ every level

(Typical)

200mm

12mm plate 200mm x 150mm @ 2000mm along length

(Typical)

300mm to edge of plate at all corners

Medium carbon steel, quenched and tempered

Container

Concrete slab

Detail A

DETAIL A

SENSITIVE BUT UNCLASSIFIED

CONTAINER- CONTAINER WELDED CONNECTION

CONTAINER- CONCRETE CONNECTION DO NOT SCALE 09/16/2020 DWG: 8 of 9

Notes:

C1/1; C1/2 ; C1/3 designation type means container on ground; 2nd or 3rd level respectively The connection details must be checked for stability as part of the design.

The details show recommended connections along the 6m or 12m containers run of the containers.

Detail A

12mm steel plate 200mm x 150mm 2400mm c/c (Typical)

12mm steel plate 200mm x 200mm 2400mm c/c (Typical)

12mm steel plate 200mm x 150mm 2400mm c/c (Typical)

CONCRETE TO CONTAINER CONNECTION

C1/1

C2/1

C1/2

C1/3

C1/1

C1/2 C2/2

C1/3 C2/3

Beam

Container

CONTAINER TO CONTAINER

6m or 12m Side

CONTAINER TO CONTAINER

2.4m front face

OPTIONAL GEOMETRIC STACKING

FOR SLOPING SURFACES

Grade beam Grade beam

Walkway to carry riser or ramp at elevation change points

C1/1

C1/2

C1/3

SENSITIVE BUT UNCLASSIFIED OPTIONAL STACKING

FOR SLOPING SURFACES

DO NOT SCALE 09/16/2020 DWG: 9 of 9

Moisture barrier at Elevation Change Point Y (Typical)

Y

Notes The final slope of the existing land to be determined as part of the design Additional steel plate connection to be added (if required) for both container- container or container - concrete interfaces