proposed construction of referral hospital in … · elevated water tank guard house 23/25 24/25 3d...

GSPublisherVersion 0.0.100.100

Project Title:

PROPOSED CONSTRUCTION OF REFERRALHOSPITAL IN BALCAD DISTRICT, MIDDLE

SHABELLE REGION


Sheet No. Content01/2502/25

Master planFloor Plan

Roof Plan

Truss layout

Truss detail

Foundation layout

Ring beam layout

Elevations 3&4

Section views

Elevations 1&2

OCTOBER 2018DRAWING INDEX

Septic tank

Washrooms

3D Projection 01

3D Projection 02

3D Projection 033D Projection 04

Electrical layout

3D Projection 05

3D Projection 06

3D Projection 07

03/25

04/25

05/25

06/25

07/25

08/25

09/22

10/25

11/25

12/25

13/25

14/25

15/25

16/25

17/25

18/25

19/25

20/25

21/25

3D Projection 0822/25

Elevated water tank

Guard house

23/253D Projection 0924/253D Projection 1025/25


Notes1. All dimensions are to be checked on site.Anydiscrepancy indimensions is to be reported to thearchitect before anywork commence.The Architect'sdrawings and specifications over rule any other. theStructural Engineers detail drawings. 2. All construction work to comply with theinternational standards codes protection.

3. The PV denotes permanent ventilation and must beprovided above alldoors and windows whereindicated.

4. All walls less than 200mm thick are to be reinforcedwith hoop iron sheet every alternate course.

5. All reinforced concrete works to be done accordingto structural detail drawings

No: Date: Description:

REVISION

Implemented by:

Client:

THE FEDERAL REPUBLICOF SOMALIA

Project Title:

Sheet No.

PROPOSED CONSTRUCTION OFREFERRAL HOSPITAL IN BAL'AD

DISTRICT, MIDDLE SHABELLE REGION

Drawing Title:

SCALE:

DATE:

DRAWN BY: ENG. Duale

REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja

HIRSHABELLE STATE,BALCAD DISTRICT

26,300

5,80

0

12,050

3,40

03,

000

3,40

0

5,000

3,500

16,400

11,0

00

15,000 5,000 15,000

100,000

200,

000

4,050

7,00

0

Inpatient male ward Inpatient female ward

Passage

Staff room

Emergency roomManager office

Pharmacy

LabDoctor office

Reception Nurse room

Waiting area Waiting area Medical store

Doctor officeDoctor office

Doctor office

Passage

Ram

p

Passage

Public sitting Public sitting

w.c

w.c

w.c

Ladies

Gents.

P.V

P.V

P.V

P.V

P.V

P.V

P.V

w.cP.V

MAIN ROAD

Proposed Elevatedtank

ProposedWashrooms

Proposed Guardhouse

Existing Boundarywall to be remained

Existing Boundarywall to be remained

Courtyard

MASTER PLAN

01/31







REVISION

Implemented by:

Client:


Project Title:

Sheet No.



Drawing Title:

SCALE:

DATE:


REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja


1

1

A A

2

2

3

3

4

4

5

5

8

8

9

9

10

10

11

11

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

6

6

7

7

B B

C C

D D

E E

D D

C C

B B

A A

1,8001,200

8,200 3,700 8,2001,200

1,800

4,500200

4,500200

3,600 8,600 3,600200

4,500200

4,500

1,700 1,500 3,200 1,500 5,350900

2,350 2,000 2,350900

5,350 1,500 3,200 1,500 1,700

900 9003,200

1,60

0

400

1,60

04,500

4,700 4,700 1,900 1,900 3,200 2,000 3,200 3,800 4,700 4,700

4,700 4,700 1,900 1,900 3,200 2,000 3,200 3,800 4,700 4,700

4,500 4,500 1,700 1,700 3,000 1,800 3,000 3,600 4,500 4,500

1,700 1,500 3,200 1,500 2,250 1,300 1,6501,200 1,400 1,200 1,400 1,200

2,150 1,500 2,750 1,500 3,200 1,500 1,700600600

1,600

2,200600 1,200

1,500950

1,500950

1,500 2,000 1,500 2,000 1,500950

1,500950

1,5001,200 600

2,200

8,0003,5008,0001,000

1,6001,000

1,40

01,

400

1,40

01,

400

1,20

0200 1,

20020

0 1,20

0200 1,

200

50060

0 80060

0 80060

0 80060

0 500

1,40

01,

400

1,40

01,

400

1,20

0 2001,

200 20

01,20

0 2001,

200

500 60

0800 60

0800 60

0800 60

0500

1,8001,200

1,6001,000

8,000 3,500 8,0001,000

1,600

2,200600

1,850 1,500 2,100 1,500 2,8001,200

2,900 1,500 1,900 1,500 1,950600

2,200

8,200 3,700 8,2001,200

1,800

4,30

02,

000

4,50

0

4,10

04,

300

1,80

0

1,60

01,

500

4,80

01,

500

1,60

0

4,30

02,

000

4,50

0

4,10

020

01,

800

200

4,30

0

1,60

01,

500

1,70

01,

200

1,90

01,

500

1,60

0

9,80

0

3,00

02,

200

3,00

0

3,00

0

1,80

0

4,600

X-X X-X

Y-Y

Y-Y

E01

E04

E03

E02


Passage

Staff room

Emergency roomManager office

Pharmacy

Lab.Doctor office

Reception Nurse room

Waiting area Waiting area Medical store


Doctor office

Passage

Ram

p

Passage

Floor Plan

Porch

U P

U P

U P

U P

U P

Reception desk

Vent blocks Ram

p

Ram

p

Ram

p

FLOOR PLAN

02/31







REVISION

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Client:


Project Title:

Sheet No.



Drawing Title:

SCALE:

DATE:


REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja


1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

A

A

B

B

C

C

D

D

A

A

B

B

C

C

D

D

E

E

4,700 4,700 1,900 1,900 3,200 2,000 3,200 3,800 4,700 4,700

900

200

2,800

200

3,20

0

1,10

01,

100

1,500

1,20

0

1,80

0

900

4,500

450

4,522

2,000

35,000

4,300 2,000 4,500 1,400 1,400 1,400 1,400

11,000 5,8009,800

3,00

0

3,00080

0

1,20

0

1,200

1,500

2,20

0

3,000

600800

600800

600800

600

1,60

0

+0.00(G.Level)

+0.45(G.Floor Level)

+3.85(Roof Level)

Elevation E-01

+0.00(G.Level)


+3.85(Roof Level)

Elevation E-02

ELEVATIONS

03/31







REVISION

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Client:


Project Title:

Sheet No.



Drawing Title:

SCALE:

DATE:


REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja


E

E

E

E

E

E

E

E

D

D

D

D

D

D

D

D

C

C

C

C

C

C

C

C

B

B

B

B

B

B

B

B

A

A

A

A

A

A

A

A

D

D

D

D

D

D

D

D

C

C

C

C

C

C

C

C

B

B

B

B

B

B

B

B

A

A

A

A

A

A

A

A

10

10

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

11

11

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1

1

26,30035,000

4,700 4,700 3,800 3,200 2,000 3,200 1,900 1,900 4,700 4,700

1,400 1,400 1,400 1,400 4,500 2,000 4,3005,800 11,0009,800

3,000200

3,000200

3,000

3,00

02,20

0

800

400600 800 600 800 600 800 600

600

1,60

0

1,500

1,20

0

1,600

4,800

+0.00(G.Level)


+3.85(Roof Level)

+0.00(G.Level)


+3.85(Roof Level)

Elevation E-03

Elevation E-04

ELEVATIONS

04/31







REVISION

Implemented by:

Client:


Project Title:

Sheet No.



Drawing Title:

SCALE:

DATE:


REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja


A B C D A B C D E

1 2 3 4 5 6 78

9 10

4,300 2,000 4,500 10,000 1,400 1,400 1,400 1,400

1,800

3,40

01,800

400

2,20

0

3,000

900

4,700 4,700 1,900 1,900 3,200 2,000 3,200 3,800 4,700

3,40

0

1,200

1,20

0

2,30

0

3,200

2,500

1,20

0

PassagePorchWaiting area

Passage Staff room

10cm thick Ground floor slabwith 6mm bars @ 20cm centres in bothdirections on 1000 gauge polythenedamp proof membrane (dpm ) on 5cmthick sand blinding on 15cm thick wellcompacted hardcore all to Eng's approva

Corrugated GI sheets gauge 28, fixed oncelcurised cypress structure: 50x50mmBattens on 200X50mm Rafters @700mm,on 100X50mm Wall-plate bolted @1200mm centres; structure to SE details. GIlining on ridges and cut-outs

12mm thick chip-board ceiling on50X50mm cypress brandering at 600mm centres

Aluminum window to theinside to schedule

200x200mm RCCcolums started fromGrade beam

900mm high parapetwall

50mm diameter,900mm high GIpipe handrail on each side of the rampto site Eng's approval

Timber door toschedule Timber door to

schedule

200x200mm RCCLintel beam


200mm thick masonary blockwall with exterior qualityemulsion paint on wood - floatrender to approval.

Docotr'soffice

Docotr'soffice

Laboratoryroom

Medicalstore

ReceptionPharmacy Passage

10cm thick Ground floor slabwith 6mm bars @ 20cm centres in bothdirections on 1000 gauge polythenedamp proof membrane (dpm ) on 5cmthick sand blinding on 15cm thick wellcompacted hardcore all to Eng's approva

Timber door toschedule

Vent blocks 400x400mm RCCcolums started fromGrade beam

Aluminum window to theinside to schedule


200x200mm RCCRoof beam

200mm thick masonary blockwall with exterior qualityemulsion paint on wood - floatrender to approval.

Corrugated GI sheets gauge 28, fixed oncelcurised cypress structure: 50x50mmBattens on 200X50mm Rafters @700mm,on 100X50mm Wall-plate bolted @1200mm centres; structure to SE details. GIlining on ridges and cut-outs

12mm thick chip-boardceiling on 50X50mm cypressbrandering at 600 mmcentres

50mm diameter,900mmhigh GI pipe handrail oneach side of the rampto site Eng's approval

1200x2500mmhigh open window

SECTION X-X

SECTION Y-Y

RAMP

400x400mm RCCcolums started fromGrade beam

SECTION VIEWS

05/31







REVISION

Implemented by:

Client:


Project Title:

Sheet No.



Drawing Title:

SCALE:

DATE:


REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja


A A

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B B

C C

D D

E E

D D

C C

B B

A A

1

1

2

2

3

3

4

4

5

5

8

8

9

9

10

10

11

11

6

6

7

7

1,8001,200

8,200 3,700 8,2001,200

1,800

1,40

01,

400

1,40

01,

400

4,700 4,700 1,900 1,900 3,200 2,000 3,200 3,800 4,700 4,700

4,30

02,

000

4,50

0

Corrugated GI sheets gauge 28, fixed oncelcurised cypressstructure: 50x50mm Battens on200X50mm Rafters @700mm, on100X50mm Wall-plate bolted @1200mm centres; structure to SE details.GI lining on ridges and cut-outs

ROOF PLAN

Gauge 28, 250mm girth bent twiceGI gutters fixed with andincluding brackets on 150X25mmHW facia (painted)

FALL FALLFALLFALL FALL

FALL FALLFALLFALL FALL

FALL

FALL

FALL

FALL

FALL

FALL

FALL FALLFALL FALLFALL

FALL FALLFALL FALLFALL

FALL

FALL

FALL

FALL

FALL

FALL

ROOF PLAN

06/31







REVISION

Implemented by:

Client:


Project Title:

Sheet No.



Drawing Title:

SCALE:

DATE:


REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja


1,200 1,200650

1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,850 1,200

1,16

01,

240

1,20

01,

200

1,200 1,810 1,240 1,200 1,200 1,200 1,200 1,200

1,20

01,

200

1,20

01,

200

1,20

01,

200

1,20

01,

200

1,20

01,

200

1,20

01,

200

1,20

01,

200

1,20

01,

200

1,16

01,

240

1,20

01,

200

1,200 1,200 1,200 1,200 1,200 1,200650

1,200 1,200

1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200

1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200

1,000 1,200 1,200 1,200 1,200 1,200 1,200 1,200 2,400 1,200 1,200 1,200 1,000

1,000 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200 1,200

1,00

01,

200

1,20

01,

200

1,20

01,

200

1,20

01,

200

1,20

01,

000

1,00

01,

200

1,20

01,

200

1,20

01,

200

1,20

01,

200

1,20

01,

000

2,416 2,416

Trass layout

TRUSS LAYOUT

07/31







REVISION

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Client:


Project Title:

Sheet No.



Drawing Title:

SCALE:

DATE:


REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja


750

750

75075

0

125250

125

125

250

125

125250 250

12512525

025

0 125

12525

025

0 125

125250

250 125

800

200

400100100

850

450

DETAIL 'A'(SCALE 1:20)

2/100x50mm OR100x50mm THICKCOLLAR PLATE EACHFACE

NAILING AREA

12mm DIA. M.S HOLD DOWNBOLTS @ 1500 C/C

RING BEAM

(SCALE 1:20)

DETAIL 'B'

2/100x50mm THICK COLLAR PLATE

100x100x2mmx100 LONG ANGLECLEAT NAILED TO TRUSS ANDWALL PLATE (E.F.)

NAILING AREA

EACH FACE(SCALE 1:20)

DETAIL 'C'

100x50mm THICK COLLAR PLATEEACH FACE

NAILING AREA

150x50mm

TYPICAL NAILING PATTERN(SCALE 1:20)

150x50mmTRUSS MEMBER B

TRUSS MEMBER

TRUSS MEMBER150x50mm

COLLAR PLATE50mm THICK

B

COLLAR PLATE50mm THICK

TRUSS MEMBER

3Y12-01

2Y12-02R8-03-200

300x200 RB1(SCALE 1:25)

G.L

40X20ground beam

400X200Strip footing

Foundation detail

STRUCTURALDETAILS

08/31







REVISION

Implemented by:

Client:


Project Title:

Sheet No.



Drawing Title:

SCALE:

DATE:


REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja


1

1

A A

2

2

3

3

4

4

5

5

8

8

9

9

10

10

11

11

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

6

6

7

7

B B

C C

D D

E E

D D

C C

B B

A A

1,400400 800 400

7,800400

3,300400

7,800400 800 400

1,400

1,8001,200

8,200 3,700 8,2001,200

1,800

26,500

1,00

0400 1,

00040

0 1,00

0400 1,

000

1,40

01,

400

1,40

01,

400

6,00

0

1,00

0400 1,

00040

0 1,00

0400 1,

000

1,40

01,

400

1,40

01,

400

6,00

0

4,300400

4,300400

1,500400

1,500400

2,800400

1,600400

2,800400

3,400400

4,300400

4,300

4,700 4,700 1,900 1,900 3,200 2,000 3,200 3,800 4,700 4,70035,200

12,050 12,050

12,05012,050 1,800

1,600

3,90

040

01,

600

400

4,10

040

040

04,

300

2,00

04,

500

11,2

00

3,90

040

01,

600

400

4,10

040

040

0

4,30

02,

000

4,50

0

11,2

00

4,300400

4,300400

5,200400

4,400400

5,200400

4,300400

4,300400400

4,700 4,700 1,900 1,900 3,200 2,000 3,200 3,800 4,700 4,700

15,000 5,200 15,000

2,80

0

2,00

0

1,60

0

Ram

p

Foundation Plan

Porch

U P

A142

BRC MESH

A142

BRC MESH

A142

BRC MESHA142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

A142

BRC MESH

Ram

p

U P

U P

Ram

p

U P

U P

Ram

p

FOUNDATION PLAN

09/31







REVISION

Implemented by:

Client:


Project Title:

Sheet No.



Drawing Title:

SCALE:

DATE:


REVIEWED BY:

A3

AS SHOWN

OCTOBER 2018

ENG. D. Wanja


1

1

A A

2

2

3

3

4

4

5

5

8

8

9

9

10

10

11

11

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

6

6

7

7

B B

C C

D D

E E

D D

C C

B B

A A

1,600

5,40

0

3,00

0

2,20

0

5,40

0

5,40

0

1,20

0

1,20

01,

200

1,20

0

8,0001,000

3,500 8,0001,000

1,600

1,800

9,80

0

4,500200

4,500200

1,700200

1,700200

3,000200

1,800200

3,000200

3,600200

4,500200

4,500

4,30

01,

800

4,10

0

4,500 4,500 15,800

3,700 7,600 3,700

1,80

0

4,500

4,10

04,

300

4,30

04,

100

4,10

04,

3003,

000

3,20

0

3,00

02,20

01,

900

4,30

0

4,700 4,700 1,900 1,900 3,200 2,000 3,800 4,7003,200

16,400 16,400

9,80

0

5,80

0

26,300

5,80

0

1,40

01,

400

1,40

01,

400

1,8001,200

8,200 3,700 8,2001,200

1,800

1,8001,200

8,200 3,700 8,2001,200

1,800

12,050 12,050

1,40

01,

400

1,40

01,

400

4,600

1,80

0

15,000 15,0005,0004,700 4,700 1,900 1,900 3,200 2,000 3,200 3,800 4,700 4,700

4,30

02,

000

4,50

0

11,0

00

11,0

00

4,30

02,

000

4,50

0

RING BEAM 01 RING BEAM 01 RING BEAM 01 RING BEAM 01 RING BEAM 01RING BEAM 01

RING BEAM 01 RING BEAM 01 RING BEAM 01 RING BEAM 01 RING BEAM 01RING BEAM 01

RING BEAM 02

RING BEAM 02

RING BEAM 02

RING BEAM 02

RING BEAM 02

RING BEAM 02

RING BEAM 03

RING BEAM 04 RING BEAM 04 RING BEAM 04 RING BEAM 04 RING BEAM 04 RING BEAM 04 RING BEAM 04RING BEAM 04



RING BEAM 04 RING BEAM 04 RING BEAM 04 RING BEAM 04 RING BEAM 04 RING BEAM 04RING BEAM 04

RING BEAM 05

RING BEAM 06 RING BEAM 06

RING BEAM 07

RIN

G B

EAM

08

RIN

G B

EAM

08

RIN

G B

EAM

08

RIN

G B

EAM

08

RIN

G B

EAM

08

RIN

G B

EAM

08

RIN

G B

EAM

08

RIN

G B

EAM

08

RIN

G B

EAM

09

RIN

G B

EAM

09

RIN

G B

EAM

10

RIN

G B

EAM

10

RIN

G B

EAM

10

RIN

G B

EAM

11

RIN

G B

EAM

11

RIN

G B

EAM

11

RIN

G B

EAM

11

RIN

G B

EAM

09

RIN

G B

EAM

09

RIN

G B

EAM

11

RIN

G B

EAM

11

RIN

G B

EAM

11

RIN

G B

EAM

10

RIN

G B

EAM

10

RIN

G B

EAM

10

RIN

G B

EAM

11

RIN

G B

EAM

11

RIN

G B

EAM

11

RIN

G B

EAM

11

RIN

G B

EAM

12

RIN

G B

EAM

12

RING BEAM LAYOUT PLAN

RING BEAM

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IOMMOG114

516-AAZ-MOG114

PROPOSED REHABILITATIONOF LOWYA CADE WARD -ABDUL AZIZ DISTRICT.

-ABDUL AZIZ DISTRICT-

JULY 2013

AHMED KIRISH

ALI HUSSEIN

PETER M.M.

N.T.S

IOM GRANT NO:A3

PROJECT. CLIENT. IMPLEMENTING AGENCY. SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

PROJECT NO:SHEET NO:

DAN GUUD

REVIEWED AND APPROVED BY:

ECOTECH LIMITED

P.O. Box 5527-00100,Nairobi - KenyaTel: +254 712 388815Fax: +254 20 250809Email: [email protected]: www.ecotech.co.keLocation: Ecotech House, Woodlands Road, off Lenana Road, Nairobi - Kenya

BENADIR REGIONALADMINISTRATION,MOGADISHU,SOMALIA

CONSULTANT:-

IOM GRANT NO:

NOTES.

All drawings and concepts remain the propertyof ecotech limited

- All dimensions are in mm unless stated otherwise

- Any discrepancies in the drawings should be reported to the consultants before the contractor commences work on site.

ss

wp

s

SYMBOL MEANING

CEILING MOUNTEDLIGHT FIXTURE.CEILING MOUNTEDLIGHT FIXTURE (PENDANT)

WALL MOUNTED LIGHT FIXTURE

RECESSED SPOT LIGHT

FLUORESCENT LIGHT FIXTURE

FLUORESCENT LIGHT FIXTUREUNDER FALSE CEILING

WIRING CONNECTION

SINGLE PLEX RECEPTACLE

DUPLEX RECEPTACLE

SPECIAL RECEPTACLE & OUTLET(WITH PILOT LIGHT)

FLUORESCENT LIGHT FIXTURE WITHSHAVER SOCKET & LOCALISED SWITCHFLUORESCENT LIGHT FIXTURE WITHLOCALISED SWITCH

WATER PROOF RECEPTACLE (SINGLE)

CONSUMER UNIT

TELEPHONE/TV JACK

ALARM KEYPAD

DOORBELL PUSH BUTTON

DOORBELL TRANSFORMER

S3

S2

S

3 gang switch

2 gang switch

Single pole switch

Flood lamp

S SS

OFFICE 01 OFFICE 02 OFFICE 03 OFFICE 04 OFFICE 05

N E W C A N O P Y

SS

T-1 T-2

S3

31371-516-ELEC-09

ELECTRICAL DETAILS ELECTRICAL

09/09

1,60

0

15,000 15,0005,000

11,0

00

9,80

0

12,050

5,80

0

26,300

Electrical Plan


Passage

Staff room

Emergency roomManager officePharmacy

Lab.Doctor office

Reception

Nurse room

Waiting areaWaiting area

Medical store


Doctor office

Passage

Ram

p

Passage

Porch

U P

U P

U P

U P

U P

Ram

p

Ram

p

Ram

p

S S

SS S S

SS

S S

S

S2

S2

S3

S

S

S

S2 S2

S

S2 S2S S

S2

S2

S

S2

S2

S

ELECTRICAL PLAN

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200

600

200

300

100F1

(150

0)

F2

100

E

200 50

0

200 800 200 D 200 800 200

E

A B C

10 mm waterproof rendering150 mm base concrete

slab reinforced with BRC142 on well compacted

hardcore to S.E . approval

To sub-soil irrigation

T W L

Invert level ofincoming drain

G.L

190 mm masonry with10 mm rendering on bothsides .

G.L G.L G.L

OutletMH

600x450mm mh cover & frame1200 mm R.C. Cover Slab

InletMH

PLAN

H

G

H

SECTION G - G SECTION H -H

G

TYPEDIMENSIONS IN MM

ACAPACITYIN LITRES

No. OFPERSONS

DESLUDGINGINTERVAL

(YRS ) B C D E F1 F2

A

B

E

D

C

800

4000

3000

6000

9000

800

12000

800

15000

1200

10 1000

1600

1600

1000

20

30

40

50

2

2

2

2

2

800

800

1400

1400

800

1200

1400

1400

3000

3600

3600

4000

1400

1800

2000

2400

1200

1500

1500

1500

1500

1400

1400

1400

1300

1200

1 . Cover slab to be reinforced with 10 mm dia. bar at100 mm c/c ( conc. 20 / 20 mix 1 :2:4)

2. Base slab to be conc . class mix 1 :3:63. Outlet and inlet pipes to be 100 mm dia. cast iron.4. Scum buffle to be 100 mm thick reinforced with 2 No.

100 mm at both ends conc 80(20)5. Dividing wall to be 100 mm thick conc. class 20(20)

reinforced with weld mesh No. 65.

NOTES,

SEPTIC TANK

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C

C

B

B

A

A

C

C

B

B

A

A

C

C

B

B

A

A

1

1

2

2

3

3

4

4

5

5

AA

BB

CC

1

1

2

2

3

3

4

4

5

5

1

1

2

2

3

3

4

4

5

5

AA

BB

CC

1,80

045

0

2,200 1,650

1,800

450

1,700

400200

700

1,700 1,700 1,700 1,700

1,500200

1,500200

1,500200

1,500

1,65

02,

200

1,45

020

02,

000

1,00

0

1,700 1,700 1,700 1,700

7,000

3,200200

3,200

4,05

0

7,000

4,05

0

1,65

02,

200

650

1,00

02,

400

450

1,80

01,

600

1,700 1,700 1,700 1,700

7,000

1,000 650

2,200 1,650 1,650 2,200

1,6502,400650

1,000 2,400

3,00

0

1,80

0

Elevation 03Elevation 02

FOUNDATION SPECIFICATION100mm thick plain concrete slab40cm width foundation wallinghardcore fill consolidated at 300mm level

200x200 R.C lintelbeam to S.E details

12.0 deg Roof with five boxprofile G.I sheets

+0.45m

+3.00m

+0.00m

110mm dia. pvcstack vent pipe

Section view

Foundation depth to bedetermined on site

200mm thick block walling

Elevation 01

Fall

Roof PlanFloor Plan

WASHROOMS

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1

1

2

2

B B

A A

1

1

2

2

400

400

800

DET

ERM

INED

ON

SITE

MIN

.120

0

8Y16-03

GRD. LEVEL

4Y16-05-200 B2

Y16-03-200 B1

SCALE 1:25

SECTION

R8-03-200 LINKS

3,000

3,00

0

3,400

2,60

0

3,0003,400

3,4003,000

2,600

2,80

0

8,30

0

6,00

015

02,

000

2,80

040

0

800

800

2,20

040

0

EWT

E E

Elevated WaterTank

ELEVATED TANK

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1

1

2

2

B B

A A

B

B

A

A

B

B

A

A

3,200

3,20

03,

400

1,10

01,

200

1,10

0

3,400

3,000

3,200

3,400

3,000

3,20

03,

400

1,60

01,

800

2,10

0

1,100 1,200 1,100

3,4003,200

3,00

0

2,000

300

1,600

450

1,20

0

1,200

3,00

0

3,2003,200

5,000

3,500

3,00

0

2,16

0 4,600

2,600

2,16

0

Room

Corrugated GI sheets gauge 28, fixedon celcurised cypress structure:50x50mm Battens on 200X50mmRafters @700mm, on 100X50mmWall-plate bolted @ 1200mmcentres; structure to SE details. GIlining on ridges and cut-outs

Elevation 02Elevation 01

Floor Plan

Guard house

Public sitting

Public seating floor Plan

Public seating elevation

Public seating elevation

GUARD HOUSE &PUBLIC SEATING

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3D 01

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3D 02

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3D 03

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3D 04

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3D 05

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3D 06

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3D 07

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3D 08

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3D 09

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