embassy storm drainge upgrade€¦ · tbm-1. 5.00. 01 03 04 10 11 12 13 07 06 05 09 08 16 15 14 02...

PANTAI KELAPA, DILI, TIMOR LESTE

EMBASSY STORM DRAINGE UPGRADE

US EMBASSY COMPOUND

TABLE OF CONTENT

DRAWING No. DRAWING TITLE SCALE NOTE

01 EXISITNG SITE STORMWATER DRAINAGE LAYOUT

02

03

04

05

06

1: 1000

TOPOGRAPHIC SURVEY

00 TABLE OF CONTENT NTS

SITE STORMWATER RUNOFF LAYOUT AND PROPOSED NEW HOLDING TANKS

07

08

09

10

11

12

STRUCTURAL GENERAL NOTES NTS

PROPOSED SITE STORMWATER DISCHARGE POINTS

DETAILED SECTIONS PART 1 1:25

13

14

15

1: 1000

1: 1000

1: 1000

1:30HT-4 / ROOF AND FLOOR PLAN

1:30HT-3/HT3b / ROOF AND FLOOR PLAN, AND SECTION E

1:30HT-2 / ROOF PLAN

1:30HT-2 / FLOOR PLAN AND SECTION F

1:30HT-1 / ROOF AND FLOOR PLAN

1:20STEEL GRATING COVER AND SECTION D

1:1000SITE POWER SUPPLY LAYOUT

NTSSCHEDULE OF LOADS AND PULL BOXES

NTSSINGLE LINE DIAGRAM

16 NTSSUMP PUMP AND MASTER CONTROLLER, SPECIFICATION AND DETAILS

01

03

04

10

11

12

13

06

07

05

09

08

16

15

14

02

18

EXISTING 400MM WIDE CSD




EXIS

TING

WID

E O

SD

EXISTING 100MM Ø PSDP

EXIS

TING

1000

MM W

IDE

OSD

EXISTING 600MM WIDE OSD

EXIS

TING

1.0 M

WID

E O

SD

EXIS

TING

1.0 M

WID

E O

SD

EXIS

TING

200 M

M W

IDE

OSD

EXIS

TING

200 M

M W

IDE

OSD


NOTES:1. ALL LINEAR MEASUREMENTS ARE IN MILLIMETER

W A

L K

W A

Y

W A

L K

W A

Y

R O

A D

R O

A D

R O A D

R O A D

R O

A D

R O

A D

C O

N C.

K E

R B

C O

N C.

K E

R B

C O N C. K E R B

C O N C. K E R B

C O

N C.

K E

R B

C O

N C.

K E

R B

C O

N C.

K E

R B

C O

N C.

K E

R B

EXISTING HT-22800W x 3900L x 1200D EXISTING HT-1 1200W x 2400L x 1800D TO BE DEMOLISHED & CONSTRUCT NEW & UPGRADE PUMP

EXISTING HT-32000W x 2300L x 1200D

W A

L K

W A

Y

W A L K W A Y

W A L K W A Y

W A L K W A Y

P A

R K

I N

G

P A R K I N G

R O A D

R O A D

R O

A D

PERIMETER FENCE

PERIMETER FENCE

PERIMETER FENCE

W A L K W A Y

W A L K W A Y

UNLESS OTHERWISE NOTED.

M

AIN

ENTR

ANCE

TO BE DEMOLISHED & CONSTRUCT NEW & UPGRADE PUMP

EXISTING HT-41200W x 1200L x 1200D TO BE DEMOLISHED & CONSTRUCT NEW & UPGRADE PUMP

UPGRADED AS PERDESIGN

EXISTING 5 - 100Ø PVCSTORMWATER OUTLETTO REMAIN

EXISTING SITE STORMWATER DRAINAGE LAYOUT

2. ALL EXISTING OPEN AND COVERED STORMWATERDRAIN SHALL REMAIN.


LEGEND OPEN STORMWATER DRAIN

CSDOSD

HT HOLDING TANK

GRASS

EXISTING BUILDING

PSDP

HOLDING TANKHT

OSD

COVERED STORMWATER DRAINCSD

PSDP uPVC STORMWATER DRAIN PIPE

EXISTING 3 - 100Ø PVCSTORMWATER OUTLETTO REMAIN


EXISTING 2-100MM Ø PSDPTO BE CLOSED

TO BE CLOSED

EXISTING 100MM Ø PSDPTO BE CLOSED

SCALE 1: 1000

C A

N A

L


1 CMR2

4

6 BACK BUILDING B

8 MEDICAL UNIT9

10MOTOR POOL

ANNEX3 CHANCERY

5 BACK BUILDING A

7 WAREHOUSE

11CARPENTRY SHOP12

13 UTILITIES BUILDING14 GYM15 TENNIS COURT16 BASKETBALL COURT17 PLAYGROUND18 SWIMMING POOL

CAC

IT STORAGETENNIS BUILDING

19 DECONTAMINATION FACILITY20

22

24 LGF OFFICE

FUEL STORAGE21 FAC OFFICE 2

23 GARDENER STORAGE

25 MAIN FUEL TANK

FAC OFFICE 1

17

19

23

21

20

22

24

25

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

I

H

G

F

O

N

M

L

K

P

EXISTING SITE STORMWATER

B

C

D

E

A

J

I

H

G

F

O

N

M

L

K

P

Classification:

Checked By:

Drawn By:

Date:

Sheet Number:

Drawing Title:

CBC Project Number:

Drawing Scale:

Phase:

Release for Construction:

Date:

Rev. Number Description:

MDC

Sensitive but Unclassified

WARNING:

United States Department of State

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

Washington, D.C.

This document is the property of the U.S.

Government. Further reproduction and/or

distribution is prohibited without the express

written consent of : Overseas Buildings

Operations, U.S. Department of State,

Washington, D.C., 20522-0820. Information

on this document is not to be offered except

with the written approval of the individual

whose seal appears herein.

35% 60% 100%

1:1000

01/16

Project Title:

MMP

DRAINAGE LAYOUT

EMBASSY STORM DRAINAGE UPGRADE

15MAY2020

AutoCAD SHX Text

N

4.75

4.53

5.01

4.63

5.08

5.07

5.08

5.08

4.85

4.76

5.07

5.03

4.97

5.04

5.01

5.03

5.10

5.23

5.04

5.12

5.31

5.29

5.31

5.41

5.30

5.33

5.13

5.08

5.18

5.06

5.03

5.27

4.78

4.91

5.26

5.03

5.164.94

4.93

5.23

5.31

5.23

5.13

5.17

5.07

5.27

5.10

5.10

5.47

5.18

5.34

5.32

4.93

5.03

5.17

5.26

5.16

5.18

5.47

5.50

5.29

5.25

5.19

5.18

5.21

5.35

5.39

5.46

5.32

5.35

5.41

5.51

5.40

5.48

5.51

5.59

5.48

5.59

5.59

5.43

5.48

5.58

5.50

5.47

5.66

5.62

5.47

5.41

5.46

5.63

5.37

5.24

5.22

5.47

5.46

5.31

5.18

5.06

5.39

5.41

5.19

5.18

4.77

5.27

5.02

5.65

5.27

5.28

4.84

5.25

5.03

5.36

5.39

LEGEND

5.50 ELEVATION

5.00

TBM-1

5.00

GROUND/ PAVEMENT/ COVER SPOT

IL 5.3

0DRAIN INVERT ELEVATION

OPEN STORMWATER DRAIN

CSD

OSD

HT HOLDING TANK

TEMPORARY BENCHMARK

EXISTING BUILDING

(ASSUMPTION)

PSDP

HOLDING TANKHT

OSD


STORMWATER RUNOFF DIRECTION


TBM-15.00

5.000

5.250

4.750

5.000

5.250

5.500

01

03

04

10

11

12

13

06

07

05

09

17

08

16

15

14

02

18

5.250

5.25

400MM WIDE CSD

EXISTING 200MMWIDE OSD


EXIS

TING

WID

E O

SD

EXISTING 100MM Ø SDP

EXISTING 600MM WIDE OSDEXISTING 100MM Ø PSDP

EXISTING 2-100MM Ø PSDP


EXIS

TING

1.0 M

WID

E O

SD

EXIS

TING

1.0 M

WID

E O

SD

4.750

4.875

5.500 5.250

5.125

5.375

5.6255.625

5.125

5.125

5.125

EXIS

TING

200 M

M W

IDE

OSD

EXIS

TING

200 M

M W

IDE

OSD

F E N C EW

A L

K W

A Y

W A

L K

W A

Y

R O

A D

R O

A D

R O A D

R O A D

R O

A D

R O

A D

C O

N C.

K E

R B

C O

N C.

K E

R B

C O N C. K E R B

C O N C. K E R B

C O

N C.

K E

R B

C O

N C.

K E

R B

C O

N C.

K E

R B

C O

N C.

K E

R B

PERIMETER FENCE

PERIMETER FENCE

PERIMETER FENCE

P A

R K

I N

G

P A R K I N G

CONTOUR

TOPOGRAPIC SURVEY

CONTOUR INTERVAL : 0125 M

EXISTING 400MM WIDE CSDEX

ISTI

NG 40

0MM

WID

E C

SD

EXISTING 400MM WIDE CSD40

0MM

WID

E C

SD

5.375

EXIS

TING

1000

MM W

IDE

OSD

SLOP

E 1:2

00


TO BE CLOSED

TO BE CLOSED

TO BE CLOSED

SCALE 1: 1000

4.81

4.71

4.81

4.76

4.99

5.06

4.98

4.98

5.12

5.15

5.17

5.29

17

19

23

21

20

22

24

25

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

I

H

G

F

O

N

M

L

K

P

TOPOGRAPHIC SURVEY

B

C

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A

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Classification:

Checked By:

Drawn By:

Date:

Sheet Number:

Drawing Title:

CBC Project Number:

Drawing Scale:

Phase:


Date:


WARNING:



Washington, D.C.










35% 60% 100%

1:1000

02/16

Project Title:


MDC

MMP


15MAY2020

AutoCAD SHX Text

N

TBM-15.00

01

03

04

10

11

12

13

06

07

05

09

08

16

15

14

02

18

EXIS

TING

400M

M W

IDE

CSD



EXIS

TING

400M

M W

IDE

CSD

EXIS

TING

400M

M W

IDE

CSD

EXISTING 200MMWIDE CSD

EXISTING CSD

EXIS

TING

OSD

2-NEW 100MM Ø PSDP

EXIS

TING

1000

MM W

IDE

OSD


100 Ø POLYPIPE

EXIS

TING

1.0 M

WID

E O

SD

EXIS

TING

1.0 M

WID

E O

SD

EXIS

TING

200 M

M W

IDE

OSD

EXIS

TING

200 M

M W

IDE

OSD

F E N C E

W A

L K

W A

Y

W A

L K

W A

Y

R O

A D

R O

A D

R O A D

R O A D

R O

A D

R O

A D

C O

N C.

K E

R B

C O

N C.

K E

R B

C O N C. K E R B

C O N C. K E R B

C O

N C.

K E

R B

C O

N C.

K E

R B

C O

N C.

K E

R B

C O

N C.

K E

R B

PERIMETER FENCE

PERIMETER FENCE

PERIMETER FENCE

SITE STORMWATER RUNOFF LAYOUT

LEGEND

5.50 ELEVATION

5.00

TBM-1

5.00


IL 5.3


OPEN STORMWATER DRAIN

HT HOLDING TANK

TEMPORARY BENCHMARK

GRASS

EXISTING BUILDING

(ASSUMPTION)

SDPP

OSD


STORMWATER RUNOFF DIRECTION

CONTOUR

AND PROPOSED NEW HOLDING TANKS

CSD

OSD

NOTES:1. ALL LINEAR MEASUREMENTS ARE IN MILLIMETER

UNLESS OTHERWISE NOTED.2. ALL DIMENSIONS FOR TANKS ARE INSIDE

MEASUREMENTS.

2-100 Ø POLYPIPE P2 (2.0 M³/ min)

NEW HT-1 2500W x 3000L x 1500D PUMPS: P1 (1.5 M³/ min) P2 (2.5 M³/ min)

CONSTRUCTED/UPGRADED HT-23000W x 3500L x 1500DPUMPS: P1 (2.5 M³/ min) P2 (2.0 M³/ min)

NEW HT-3 2500W x 3000L x 1500D PUMPS: P1 (1.5 M³/ min)

P2 (2.5 M³/ min)

NEW HT-4 3000W x 4000L x 1500D PUMPS: P1 (2.5 M³/ min)


2-100 Ø POLYPIPE

EXISTING 400MM WIDE CSDTO REMAIN

EXISTING 400MM WIDE CSDTO REMAIN

80 Ø POLYPIPE

100 Ø POLYPIPE80 Ø POLYPIPE

EXISTING 3-100MM Ø PSDPTO REMAIN

4-100 Ø POLYPIPE2-80 Ø POLYPIPE

SCALE 1: 1000

PROPOSED PROPOSED

PROPOSED

1 CMR2

4

6 BACK BUILDING B

8 MEDICAL UNIT9

10MOTOR POOL

ANNEX3 CHANCERY

5 BACK BUILDING A

7 WAREHOUSE

11CARPENTRY SHOP12


CAC



22

24 LGF OFFICE


23 GARDENER STORAGE

25 MAIN FUEL TANK

FAC OFFICE 1

17

19

23

21

20

22

24

25

P2 (2.0 M³/ min)

NEW HT-3b 2500W x 3000L x 1500D PUMPS: P1 (1.5 M³/ min)

PROPOSED

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

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SITE STORMWATER RUNOFF AND

PROPOSED NEW HOLDING TANKS

B

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Classification:

Checked By:

Drawn By:

Date:

Sheet Number:

Drawing Title:

CBC Project Number:

Drawing Scale:

Phase:


Date:


WARNING:



Washington, D.C.










35% 60% 100%

1:1000

03/16

Project Title:


MDC

MMP


15MAY2020

AutoCAD SHX Text

N

TANK

LENGTH

INSIDE DIMENSION (M)

WIDTH HEIGHT

HT-1

SCHEDULE OF HOLDING TANKS & SUMP PUMPS

SUMP PUMP

DISCHARGE

TANK

HT-2

HT-3

3

LOCATION

AREA I

AREA II

AREA III

VOLUME BRANDOUTPUT POWER FULL LOADCURRENT

2.5 1.5 11.25

(M³)

3 2.5 1.5 11.25

4 3 1.5 18.00

1.5

2.5

1.5

(kW) (Amp)

DAVEY

DAVEY

DAVEY

DT37V

DT75V

DT37V

3.7 7.5

3.7 7.5

7.5 16.5

P1

(M³/MIN)MODEL DISCHARGE OUTPUT POWER FULL LOAD

CURRENT

2.0

2.5

(kW) (Amp)

DT55V

DT75V

DT55V

5.5 12.3

7.5 16.5

P2

(M³/MIN)MODEL

2.0 12.3

AR

EA

V

AR

EA

VI

AR

EA

I A

RE

A II

AR

EA

III

AR

EA

IV

AR

EA

VIII

PROPOSED SITE STORMWATER DISCHARGE POINTS

4,0

12 M

²

9,5

40 M

²

3,8

17 M

²

2,3

32 M²

4,2

39 M

²

1,4

85 M

²

1,9

84 M

²

HT-42-100mm Ø POLYPIPE

HT-3 HT-2

HT-1

DISCHARGE: BY GRAVITY

R O

A

D



D

AR

EA

VII

2,5

29 M²


LEGEND

5.50 ELEVATION


IL 5.3


HT

POLYPIPE

HOLDING TANKHT

PROPOSED CSD

EXISTING CSD

THROUGH EXISTING 3-100mm ØPOLYPIPE



EXISTING 3 - 100Ø PVCSTORMWATER OUTLET

OPEN STORMWATER DRAINOSD


TRIBUTARY AREAAREA IV

NOTES:1. THE METHOD OF DISCHARGE FOR AREA VII

IS BY GRAVITY THROUGH THE HOLES OF EXISTINGCOVERED STORMWATER DRAIN.

2. LIKEWISE, THE METHOD OF DISCHARGE FOR AREA VIII IS BY GRAVITY THROUGH THE 3-100MM DIAMETER PVCPIPE LEADING TO EXISTING COVERED STORMWATERDRAIN.

SCALE 1: 1000

5.5

3.THE REST IS BY PUMP.

HT-3b

HT-4 AREA IV 4 3 1.5 18.00 2.5 DAVEYDT75V7.5 16.5 2.5 DT75V7.5 16.5

HT-3b AREA II 3 2.5 1.5 11.25 1.5 DAVEYDT37V3.7 7.5 DT55V2.0 12.35.5

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

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PROPOSED SITE STORMWATER

DISCHARGE POINTS

B

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Classification:

Checked By:

Drawn By:

Date:

Sheet Number:

Drawing Title:

CBC Project Number:

Drawing Scale:

Phase:


Date:


WARNING:



Washington, D.C.










35% 60% 100%

1:1000

04/16

Project Title:


MDC

MMP


15MAY2020

AutoCAD SHX Text

N

ELEMENT

STRE

NGTH

SLUM

P (m

ax.)

35 MPa 20mm 70mm

15 MPa

CONCRETE

C1.

C2.

C3.

C4.

REINFORCEMENT SYMBOLS:C5.R

Y

C6.

C7.

C8.

CONCRETE COVER TO REINFORCEMENT SHALL BE AS FOLLOWS UNO.

SLABS

USE IMMERSION TYPE VIBRATING VERTICALLY.

C9.

F1.

F2.

FOUNDATIONS

DENOTES DEFORMED BARS GRADE 420 MPa

70mm20mm

CURING OF SLABS SHALL BE ACHIEVED BY KEEPING SURFACESCONTINUOUSLY WET FOR AT LEAST 7 DAYS BY PONDING ORAND PREVENTION OF MOITURE LOSS FOR A FURTHER 3 DAYS

SLABS AND WALLS

WHERE NOT SHOWN, MINIMUM SPLICES FOR REINFORCINGALL EXCAVATION IS TO BE INSPECTED AND APPROVED BY THEPROJECT MANAGER BEFORE ANY REINFORCEMENT ORCONCRETE IS PLACED.

DENOTES STRUCTURAL GRADE PLAIN BAR GRADE 210 MPa

ANY AREA OF UNSUITABLE MATERIAL FOUND TO BEPRESENT BELOW UNDERSIDE OF FOOTING LEVEL, AS CALLED FORON THE DRAWINGS SHALL BE REMOVED DOWN TO ACCEPTABLEFOUNDING AND REPLACED WITH SELECTED FILL BACKFILL IN LAYERSNOT EXCEEDING 150MM CONSOLIDATED THICKNESS. THE MATERIAL IN EACH LAYER SHALL BE COMPACTED TO MINIMUM95 % OF MAXIMUM DRY DENSITY FOR THE MATERIALS ASDETERMINED BY THE STANDARD COMPACTION METHOD.

VIBRATION IN EACH LOCATION SHOULD CONTINUE UNTIL AIRBUBBLES CEASE TO APPEAR, GENERALLY AFTER 20-30SECONDS.

ALL OTHERELEMENTS

USE IMMERSION TYPE VIBRATORS VERTICALLY,NOT HORIZONTALLY, IN OVERLAPPING SPOTPATTERN AND/OR VIBRATING SCREED

ALL CONCRETE SHALL BE COMPACTED USING VIBRATINGEQUIPMENT AS FOLLOWS:

THE CONCRETE SHALL BE TESTED FOR COMPLIANCE BY THEPROJECT CONTROL TESTING IN ACCORDANCE WITH NATIONALSTANDARDS. CONCRETE NOT COMPLYING SHALL BE REJECTED.

CONCRETE SHALL BE SUPPLIED ON A PERFORMANCE BASISWITH THE FOLLOWING CHARACTERISTICS:

ALL REINFORCEMENT SHALL BE SUPPORTED IN ITS CORRECTPOSITION DURING CONCRETING BY APPROVED MORTAR BLOCKS,BAR CHAIRS, SPACERS OR SUPPORT BARS.

CONCRETE SHALL BE FROM AN APPROVED SOURCE AND SHALLCOMPLY WITH THE REQUIREMENTS OF THE SPECIFICATION.

MAXI

MUM

AGGR

EGAT

E SI

ZE

LEAN CONCRETE

USE IN CHB WALL REINFORCEMENTS, UNLESS OTHERWISE NOTED

FOR MAIN BARS IN SLABS, BEAMS AND WALLS.

SLABS ON LEAN CONCRETE 50

BEAMS 50SUSPENDED SLABS 50

WALLS 50

STRUCTURAL GENERAL NOTES:

BARS SHALL BE 50 TIMES THE DIAMETER.

Wate

r/Cem

ent

Ratio

0.40

0.50

D. ALL EXPOSE METAL/STEEL SECTION SUCH AS STEEL GRATINGS, EMBEDS, ACHORAGE & ETC.SHALL BE COATED WITH EPOXY PRIMER WITH ANTI-CORROSION FINISH.

E.. OBO-ICS2018, ASCE7-10AC1318-14 - BUILDING CODEAC1350-06 - ENVIRONMENTAL STRUCTURES

MISC. METALS

DESIGN CODE:

SOIL

ANGLE OF REPOSE, 8 = 34°UNIT WEIGHT, W = 1,600 KG/M3

LOADING CRITERIA

DEAD LOADREINFORCED CONCRETE = 2,400 KG/M3

LIVE LOAD:LL = 500 KG/M2LL= 3,000 KG/M2 (VEHICLE)

2 3 41 5 6 7 8 9 10 11 12 13 14

15

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2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

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STRUCTURAL GENERAL NOTES

NTS

05/16

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Classification:

Checked By:

Drawn By:

Date:

Sheet Number:

Drawing Title:

CBC Project Number:

Drawing Scale:

Phase:


Date:


WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


15MAY2020

500 500 500 500

HT-1 HT-2 HT-3/HT-3b HT-4

AT FENCE SECTION

EXISTING CONC. WALKWAY

BOTTOM SLAB OF COVERED STORMWATER DRAIN

EXCAVATED MATERIAL

BORE HOLE 120 MM Ø ANDFILL GAP WITH APPROVEDFILLER

PERIMETER FENCE


EXISTING COVEREDSTORMWATER DRAIN

TYPICAL DISCHARGE POINT AND OUTLETFROM HT-2/HT-3 TO STORM DRAIN

2850

VARI

ESMA

X=30

0mm

EXISTING ROADWAY LEVELADDITIONALCONCRETE WALLFOR STORM DRAIN

EXSITING LEVEL OFSTORM DRAIN

2960

FROM HT-2 /HT-3

BORE HOLE 120 MM Ø ANDFILL GAP WITH APPROVEDFILLER

PERIMETER FENCE


EXISTING COVEREDSTORMWATER DRAIN

TYPICAL DISCHARGE POINT AND OUTLETFROM HT-1/HT-4 TO STORM DRAIN

2900

VARI

ESMA

X=30

0mm

EXISTING ROADWAY LEVELADDITIONALCONCRETE WALLFOR STORM DRAIN

EXSITING LEVEL OFSTORM DRAIN

2950

FROM HT-1 /HT-4

EXIS

TING

STOR

M DR

AIN

HT-1

300

GROUND LEVEL

SECTION 1

50 50 502

1

EXCAVATION LINE

340( APPROX.)

HT-3HT-2

300

GROUND LEVEL

BACKFILL FROM EXCAVATED MATERIAL

SECTION 2

50 50 502

1

EXCAVATION LINE

360( APPROX.)

SECTION 1

HT-4

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

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1:25

06/16

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


15MAY2020

200 3000 200 100 200 3000 200 100

100

200

4000

200

100

700800

225

160 P2

P1

1000

200 MM THICK RC ROOF SLAB 200 MM THICK RC FLOOR SLAB

INLE

T

200

4000

200

400

LEAN CONC.

SUPPORT BASECONTROL PANEL

600

ROOF PLANHT-4 FLOOR PLAN

HT-4

250

SLOPE =2.5%

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

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HT - 4

1:30

07/16

ROOF PLAN AND FLOOR PLAN

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


Y12-150 VERT.

Y10-250 HOR.

15MAY2020

600

INLE

T

400

700

800

225 160

P2

P1

200 3000 200

150

2500

200

200 MM THICK RC ROOF SLAB

200 MM THICK RC FLOOR SLAB

LEAN CONC.

8E

8E

3000200 200

1500

200

1700

400

200

1002006002002521998200100

250

600

250

200

160

Y10 - 250 HOR.

Y10 - 200 VERT.

Y10 - 200

Y10 - 200

2020

50 MM THICK LEAN CONC.

P2P1

Y10 - 250 TOP

Y10 - 170 BOT

22515

010

0

400GROUND LEVEL

200

INLET

200 3000 200

200

2500

200

600

600

80 MMØx4.5MMGALV. IRON PIPE

200

ROOF PLANHT-3/HT-3b

FLOOR PLANHT-3/HT-3b

SECTION EHT-3/HT-3b

100 MMØx4.5MMGALV. IRON PIPE

POLYPIPE

GALV. IRON PIPE

NOTES:1. MEASUREMENTS AND STRUCTURAL DETAILS

ARE SIMILAR TO HT- 1.

200

2500

200

250400

20 - Y12

5 - Y16

WATER STOP

SLOPE =2.5%

SLOPE =2.5%

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08/16

ROOF PLAN, FLOOR PLAN & SECTION E

1:30

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


Y12-150 VERT.

Y10-250 HOR.

15MAY2020

200 3500 200

STEEL GRATINGCOVER IN 2 MODULES

SUPPORT BASECONTROL PANEL

600

200

3000

200

10F

1000

INLE

T

301


ROOF PLANHT-2

SLOPE =2.5%

2 3 41 5 6 7 8 9 10 11 12 13 14

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HT - 2

09/16

ROOF PLAN

1:30

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


15MAY2020

200600

3500 200

200

3000

200

17F

700

800

225 160

P2

P1

100

100 100

100

3500200 200

1500

200

1500

400

200

100200600200252249820010025

0

600

180

400

160

Y10 - 250 HOR.

Y10 - 200 VERT.

Y10 - 200

Y10 - 200

2050

50 MM THICK LEAN CONC.

P2P1

Y12- 180 TOP

Y12 - 120 BOT

225

150

100

400

GROUND LEVEL

200

INLET

5 - Y16

3 - Y10

ASPHALT PAVEMENT LEVEL

4-Y10

50

200

2 - 100MMØx4.5MMGALV. IRON PIPE


FLOOR PLANHT-2

SECTION FHT-2

20 - Y12

WATER STOP

250

SLOPE =2.5%

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HT - 2

10/16

FLOOR PLAN & SECTION F

1:30

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


Y12-150 VERT.

Y10-250 HOR.

15MAY2020

600

INLE

T

700

800

225 160

P2

P1

200 3000 200

200

2500

200

200 MM THICK RC ROOF SLAB


LEAN CONC.

15E

15F

200 3000 200

200

2500

200

600

600

ROOF PLANHT-1

FLOOR PLANHT-1

NOTES:1. MEASUREMENTS AND STRUCTURAL DETAILS

ARE SIMILAR TO HT- 3.

SLOPE =2.5%

2 3 41 5 6 7 8 9 10 11 12 13 14

15

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2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

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HT - 2

11/16

FLOOR PLAN & ROOF PLAN

1:30

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


15MAY2020

8 120

WELD ALL-AROUND SYMBOLLENGTH OF WELD IN mmBASIC WELD SYMBOL ( FILLET)

SIZE OF WELD

WELDING SYMBOLS

OTHER SIDE

NOTES:1. ALL MEASUREMENTS SHALL BE VERIFIED

ON SITE.58514

35

1

2

3-M WIDE TANK STEEL GRATING

50x50x6 STEEL ANGLE BAR RAMESWITH 40x5 STEEL FLAT BAR GRATING@ 50 O.C. ALL COATED WITH APPROVEDANTI-RUST PRIMER AND 2 COATS OF FULL GLOSS LATEXPAINT GREY COLOR

SECTION 2

SECTION 1

2.5-M WIDE TANK STEEL GRATING

585

1435

150 600

250

200

160225

6

4 - Y12 x 100 WELDED TO120x120x8 GALV. STEELPLATE

100 MMØ x 4MM GI PIPE

40x5 GALV. STEEL STRAPWITH 12 MMØ GALV. STEEL BOLT

2 - 16 MMØ GALV. STEEL BOLT

2 - Y10

2 - Y16 WITH TIE BAR R8-140

225 160

P2

P1

8069

0

80x80x8 GALV. STEELANGLE BAR



585

1185



50x50x6 STEEL ANGLE BAR RAMESWITH 50x6 STEEL FLAT BAR GRATING@ 45 O.C. ALL COATED WITH APPROVEDANTI-RUST PRIMER AND 2 COATS OF FULL GLOSS LATEXPAINT GREY COLOR

12D

SECTION D(TYPICAL)

4 - 16 MMØ GALV. STEEL BOLT

145 142

145152

HORIZONTAL ANGLE SUPPORT DETAIL

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1:20

12/16

SECTION D

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


15MAY2020

01

03

04

10

11

12

13

06

07

05

09

08

16

15

14

02

18

SITE POWER SUPPLY LAYOUTSCALE 1: 1000

3. SUPPLY AND INSTALL SUMP PUMP AUTOMATIC LEVEL SWITCH CONTROL PANEL WHERE SHOWN. 4. ALL CABLING SHALL BE CONCEALED AND INSTALLED NEATLY TO AUSTRALIAN STANDARD (WIRING RULE)

AS 3000.

1. ALL WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE AUSTRALLIAN WIRING RULES. AS 3000:2000 AS 3008. 1. 1. AND LOCAL POWER SUPLAY AUTHORITY REGULATIONS.

2. ALL WORKS SHALL BE EXECUTED IN A NEAT AND TRADESMANLIKE MANNER, CARRIED OUT BY COMPETENT EXPERIENCED TRADES PERSONS, POSSESING CURRENT ELECTRICAL WORKERS LICENCES SUITABLY INDORSED FOR THE TYPE OF WORK. THE COMPLETE INSTALLATION, WHICH SHALL BE READILY ACCESIBLE AND ABLE TO BE INSPECTED.

LEGEND

SYMBOL DETAILS

POWER CIRCUIT

DISTRIBUTION BOARDDB

ELECTRICAL GENERAL NOTES:

CONTROL PANELCP

1 CMR2

4

6 BACK BUILDING B

8 MEDICAL UNIT9

10MOTOR POOL

ANNEX3 CHANCERY

5 BACK BUILDING A

7 WAREHOUSE

11CARPENTRY SHOP12


CAC


3DB POWER CONTROL CIRCUIT NUMBER. TOP HALF INDICATES

DISTRIBUTION BOARD NUMBER, BOTTOM HALF INDICATESCIRCUIT NUMBER.

PULL BOX

CONDUIT WITH CABLE INSTALLED

PB-1

HT-4

HT-3

HT-2

HT-1

CP-4CP-3

5-8DBB

CP-21-4DB

CP-1 (80Ø)

CP-2 (80Ø)

CP-4 (80Ø)CP-3 (80Ø)

E PB-2

PB-1

E PB-3 PB-4


22

24 LGF OFFICE


23 GARDENER STORAGE

25 MAIN FUEL TANK

FAC OFFICE 1

17

19

23

21

20

22

24

25

CP-1 HT-3bCP-3b

F PB-3b

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

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SITE POWER SUPPLY LAYOUT AND

1:1000

13/16

ELECTRICAL GENERAL NOTES

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


15MAY2020

PULL BOX SCHEDULE

NoNOMINAL DIMENSIONS

RATING/DUTY BODY COVER REMARKSL (mm) W (mm) D (mm)

PB-1 900 LIGHT DUTY HDPE GSCP or CP ACO CABLE MATE

LIGHT DUTY HDPE GSCP or CP ACO CABLE MATE

LIGHT DUTY HDPE GSCP or CP ACO CABLE MATE

ABBREVIATIONS NOTES

HDPE HIGH DENSITY POLYETHYLENE LABELED ELECTRICALGSCP GALVANISED STEEL CHECKER PLATECP CONCRETE POLYMERCISC CAST IN SITU CONCRETE

450 450

NOTES:1. REFER TO LAYOUT FOR NUMBER AND DIMATER OF CONDUIT FOR EACH APPLICATION

2. DETERMINE TRENCH WIDTH TO SUIT NUMBER AND DIAMETER OF CONDUITS

PB-2

PB-3

900450 450

900450 450

NOTE:CP2 - EXISTING UPGRADED/INSTALLEDCONTROL PUMP FOR HT-2

LIGHT DUTY HDPE GSCP or CP ACO CABLE MATEPB-3b 900450 450

LIGHT DUTY HDPE GSCP or CP ACO CABLE MATEPB-4 900450 450

DB-1

CKT. NO.

25 AMP

3 PHASE

100AMP

DB-2

LOAD POWER VOLTAGERATING

P1

P2

P1

P2

DB-3

P1

P2

DB-4

P1

P2

3700

5500

7500

7500

3700

5500

7500

7500

AMPRATING

380

380

380

380

380

380

380

380 16

16

16

16

11

7.5

11

7.5

25 AMP

CONTROLPANEL

CP1

CP2

CP3

CP4

SIZE OF WIRE(PUMP TO CP)

4mm2 X 4C +E X 1Ipe/CU/ PVCSHEATHEAD 0.6/1 AC, I1C 502




SIZE OF WIRE(PUMP TO CP)

80mm2 ELECTRICALGRADE




SCHEDULE OF LOADS

25 AMP

25 AMP

25 AMP

25 AMP

25 AMP

25 AMP

150AMP

380/230V 50Hz

UTILITY BLDG.MAIN PANEL BOARD

25mm CABLE

4CTC NVY

25mm CABLE

4CTC NVY

4mm CABLE

4CTC NVY

DB-3b

P1

P2

3700

5500

380

380 11

7.5

CP3b



25 AMP

25 AMP

NEW PANEL

OLD PANEL

TO C

P-1

ELEC

TRIC

AL

DETAILUNDERGROUND CONDUIT INSTALLATION

PULL BOX 4DETAILS

TO CP-2

DBa

50

50 50

600

HEAVY DUTY PVC CONDUITS FOR POWER

"ELECTRICITY" MARKER (ORANGE PVC TAPE OR CABLE BLOCKS)

50

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

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SCHEDULE OF LOADS AND

NTS

14/16

PULL BOX SCHEDULE

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


15MAY2020

AutoCAD SHX Text

1-30mm soft drawn

AutoCAD SHX Text

bare copper grounding

AutoCAD SHX Text

wire clamped to 20mm%%cX3000mm

AutoCAD SHX Text

copperclad grounding rod

AutoCAD SHX Text

2

AutoCAD SHX Text

Grounding Rod

380/230V 50Hz

UTILITY BLDG.MAIN PANEL BOARD

L1 L2 L3

25m

m C

AB

LE

4C

TC

N

VY

IT STORAGE

L1 L2 L3

25m

m C

AB

LE

4C

TC

N

VY

BACK

BUILDING

100amp

30ma

150amp

30ma

BACK BLDG.PANEL BOARD

L1 L2 L3

4m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

25amp

30ma

25amp

30ma

L1 L2 L3

4m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

25amp

30ma

L1 L2 L3

4m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

5.5Kw

25amp

30ma

L1 L2 L3

4m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

3.7Kw

150amp

30ma

25mm CABLE

4CTC NVY

IT STORAGEPANEL BOARD

L1 L2 L3

4m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

7.5Kw

25amp

30ma

25amp

30ma

L1 L2 L3

4m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

7.5Kw

25amp

30ma

L1 L2 L34m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

5.5Kw

25amp

30ma

L1 L2 L3

4m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

3.7Kw

100amp

30ma

25mm CABLE

4CTC NVY

SUMP PUMP

MASTER CONTROL

TO DB

P1

FLOAT SWITCH 1

P1

FLOAT SWITCH 2

WAT

ER M

IN. L

EVEL

WAT

ER M

ID LE

VEL

WAT

ER M

AX LE

VEL

HOLDING TANK

L1 L2 L3

4m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

7.5Kw

25amp

30ma

L1 L2 L3

4m

m C

AB

LE

4C

TC

N

VY

SUMP PUMP

7.5Kw

25amp

30ma

HT-3 HT-3b HT-4

HT-1 HT-2

5.5Kw3.7Kw

NEW PANEL

OLD PANEL

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

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NTS

15/16

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Drawing Scale:

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WARNING:



Washington, D.C.










35% 60% 100%

Project Title:


MDC

MMP


15MAY2020

GROUND LEVEL

PIT FLOOR

TANK FLOOR

GALV. STEEL GRATINGCOVER

P2 P1

100MMØx4.5MM GALV.IRON LONG CURVE ELBOW

CONNECTOR

100 MMØ POLYPIPE

100MMØx4.5MM GALV.IRON PIPE

FLANGE WITH4-12Ø BOLT

W2

W1

CWL

LWLB

d

D

A1

A

MODEL OUTLET(BSP F) A A1 B D H

W1 W2

NETWEIGHT

(KG)

OPERATING NETWATER LEVEL

D150V 395 205 230 195 600 545 200 24

DT15V 395 205 230 195 515 460 200 23

DT37V 430 240 265 255 670 585 240 50

DT75V 660 425 360 315 825 760 310 80

3"

4"

2 3 41 5 6 7 8 9 10 11 12 13 14

15

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

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NTS

16/16

B

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Drawing Scale:

Phase:


Date:


WARNING:



Washington, D.C.










35% 60% 100%

Project Title:

SUMP PUMP AND MASTER CONTROLLER

MDC

MMP

SPECIFICATION AND DETAILS



15MAY2020

embassy storm drainge upgrade€¦ · tbm-1. 5.00. 01 03 04 10 11 12 13 07 06 05 09 08 16 15 14 02...

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