government of nepal national reconstruction authority ... stone toilet_1558498555.pdf · central...

Government of NepalNational Reconstruction Authority

Central Level Project Implementation Unit (EDU)Gyaneshwor, Kathmandu

2M/F-1D Toilet- Stone

(May 2019)

1800x32505.85 Sq. M. 2300x3250

7.47 Sq. M.

Up

1100 mm Wide Corridor

INCINERATOR

Wate

r Tro

ugh

Wate

r Tro

ugh

55075021509002150750550

450

2650215026507800

650

350

3250

350

1100

1350

3600

5050

350

3250

350

1100

250

FEMALE TOILETMALE TOILET2300x32507.47 Sq. M.

1100

1100 mm Wide Corridor 45055075045090035010001150900450750550

600

A B C D

1

2

GROUND FLOOR PLANArea = 31.19 Sq. M.

A-02Y

A-02

Y

D1 D2D2

D3D3D3

250

1100

A-02X

A-02

X

5400

2400 300 300

V1V2 V2

V2 V2

TOILET 3250

3600 1200

PARTITION WALL

D3

450 7800 450

ROOF PLAN A-02

X

450 2500 2800 2500 450

450

3950

450

4850

450

3950

450

800

4850

8700

DOOR D1 (2 NO.) DOOR D2 (2 NO.) DOOR D3 (4 NOS.)

2100

750

2100

900

2100

1000

(Scale= 1:25) (Scale= 1:25) (Scale= 1:25)

1000 x 2100

TOTAL

2.

NOS.SYMBOL

1.

S.N. SIZES REMARKS

DOORS & WINDOWS SCHEDULE:

750x 325V2

1900x 375V1

3. D1

D2

D3

4.

5.

900 x 2100

750 x 2100

4

1

2

4

12

MS Frame

MS Frame

375

UPVC/ Wood/ Frame & Shutter



375

900

12mm SOLID MS SQUARE ROD@75-100mm SPACING BETWEEN ROD

VENTILATION V1 (1 NO.)(Scale= 1:25)

750

VENTILATION V2 (4 NO.)(Scale= 1:25)

375

750

450

3000

FRONT ELEVATION

550 750

SIDE ELEVATION

450

3000

INCINERATOR

550 750

SIDE ELEVATION

450

3000

450

3000

BACK ELEVATION

INCINERATOR

GROUND FLOOR PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

1

Approved by :

1:75



2M/F-1D Toilet-

Stone (May 2019)

0 1M 2M 3M 4M5M

1:100

0 0.25M 0.5M 0.75M 1M1.25M

1:25

May019

AutoCAD SHX Text

PROJECT :

350

300

350

500

D1

COMPACTED EARTH

HARDEN CEMENT CONCRETE FLOORING

75 THICK P.C.C. (1:2:4)

150MM THICK GRAVEL SOLING

CORRIDOR ± 0.00 LVL.

1250

-450 GROUND LEVEL

± 0.00 PLINTH LEVEL

+3000 TOP BEAM LEVEL

250

150

2100

150

400 450

12

300

300

V1 RCC SILL (350x75)

RCC LINTEL (350x150)RCC LINTEL (350x150)

2200250

RUBBLE STONE MASONRY (1:6)

COMPACTED EARTHWALL SECTION AT X-X(Scale= 1:40)

TOILET

350

7537

515

0

250

5010

0

SEMI DRESSED STONE MASONARY (1:6)

3000

587

7540

075

513

125

625

900 900

150

900

600 150150

125125

5050100MM THICK P.C.C. (1:2:4)150MM THICK GRAVEL SOLING

200 50

-450 GROUND LEVEL

100 MM GRAVEL SOILING50 MM THICK P.C.C. (1:2:4)

COMPACTED EARTH


650

350

300

350

300

COMPACTED EARTH


75 THICK P.C.C. (1:2:4)


CORRIDOR ± 0.00 LVL. ± 0.00 LVL.

RCC SILL (350x75)

RCC LINTEL (350x150)

1250

900 900

452

525

525

100 MM GRAVEL SOILING50 MM THICK P.C.C. (1:2:4)

COMPACTED EARTH


125

150

7575

75

950

1373

280

150x150 OpeningOn Wall To Drop Waste

Slab Cover75 mm Thick Precast

2100

D3

150

150

150

150

2100

150

158

450

12

300

300

-450 GROUND LEVEL

± 0.00 PLINTH LEVEL

+3000 ROOF LEVEL


WALL SECTION AT Y-Y(Scale= 1:40)

FEMALE TOILET

D2

RUBBLE STONE MASONRY (1:6)


2875

150

712

+662 DOWEL LEVEL

+1137 DOWEL LEVEL

+1725 SILL LEVEL

+2250 LINTEL LEVEL

2558

110 mm Brick Layer

SECTIONS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

2

Approved by :

1:40



2M/F-1D Toilet-

Stone (May 2019)

May019

AutoCAD SHX Text

PROJECT :

125

125525

870

125

8Ø MS Grill mesh (630x505)at 25mm Spacing For


200x200 Metal DoorTo Prevent SmokeEntering Latrine

A-03I

I

Burning Waste

1120

65075 75230

JJ

INCINERATOR PLAN(Scale= 1:25)

A-03

A-03A-03

350

300

± 0.00 LVL.525

525 125

7575

315

75

950

1415

280 125x75 RCC Band

Concrete Slope Flooring40 mm Harden Cement

8Ø MS Grill mesh (630x505)At 25mm Spacing ForBurning Waste


Slab Cover75 mm Thick Precast

325

MS Clamp Secured To Wall

250 150

ISNB 135 MS Pipe

MS Clamp Secured To Wall

ISNB 135 MS Pipe

Conical Cap50Ø Hole On Two Sides

1310

277

300

100

135°

SECTION AT J-J(Scale= 1:25)

100 mm Gravel Soiling50 mm Thick P.C.C. (1:2:4)

Compacted Earth

Harden Cement Concrete Flooring

-450MM LVL.

452

150

900

128

031

071

575

75

1415

SECTION AT I - I(Scale= 1:25)

75 mm Thick Precast Slab CoverHandrail

150x150 Opening With200x200 Metal Flap OnLatrine Side

150x150 Opening With

630

180 125x75 RCC Band180

1310

277

300

100

100 mm Gravel Soiling50 mm Thick P.C.C. (1:2:4)

Compacted Earth

Harden Cement Concrete Flooring

ISNB 135 MS Pipe

Conical Cap

125mm Thick Brick Wall350mm Thick Cross Wall

200

550 75

0200

35055

0

TYPICAL WATER TROUGH ELEVATION(Scale= 1:25)

350mm Thick Cross Wall

A-03Z

Y

A-03

300350

300

± 0.00 LVL.

350

100

450

-450 LVL.Cement Punning Over Screed100mm Thick RCC SlabCement Plaster

WATER TROUGH SECTION DETAIL AT Z(Scale= 1:25)

900

450

100

550

Tile Upto 600mm HeightFrom Slab Level

225

300350

300

± 0.00 LVL.

Tile Upto 600mm HeightFrom Slab Level

-450 LVL.Cement Punning Over Screed100mm Thick RCC SlabCement Plaster

100

450

750

550

WATER TROUGH SECTION DETAIL AT Y(Scale= 1:25)

150

900

100

600

225INCINERATOR & WATER

TROUGH DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

3

Approved by :

As Mentioned



2M/F-1D Toilet-

Stone (May 2019)

May019

AutoCAD SHX Text

PROJECT :

1800x32505.85 Sq. M.

2300x32507.47 Sq. M.

Up


INCINERATOR

Wate

r Tro

ugh

Wate

r Tro

ugh

9002238750463600

265021502650

7800

650

350

3250

350

1100

1350

3600

5050

350

3250

350

1100

250

FEMALE TOILET

1100


60055075045090035010001150900450750550600

GROUND FLOOR BLOWOUT PLAN

250

1100

5400

2400 300 300

2300x32507.47 Sq. M.

MALE TOILET

700 625 275 700

488 180

488 180

350

400

400

H.C.C. Flooring H.C.C. Flooring H.C.C. Flooring

604 50 604 50

150

550

1025

WC

SPRAY

TPH

FT

GRAB BAR

FT

BASIN

Foldable Hinge

575

830

650

1800

700 275 625 700

488 488180

180

400

400

230050 650 50 650

(Scale= 1:50)

1

2

A B C D

125 870 125 7575

7512

5

700

1034

1175

1175

554

750

546

546

750

554

554

750

1092

750

554

600

PARTITION BRICK WALL

2300 1800

975 975975 975

Slope 1:50

Slope 1:50 Slope 1:50

1120

D3D3D3 D3

TOILET BLOW UP PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

4

Approved by :

As Mentioned



2M/F-1D Toilet-

Stone (May 2019)

May019

AutoCAD SHX Text

PROJECT :

35035018003502300350425

2650215026508650

A B C D

1

2

TRENCH PLAN

325 350 325

475

350

475

475

350

475

475

350

475

475

350

475

475

350

475

475 350 475 475 350 475475 350 475475 350 475

NN

3950

425

425

3600

4800

2300

9004950

2650215026508650

2800

425

3950

425

425

3600

4800M

M

MM

(Scale= 1:100)

100mmØ Concrete Core

1300

1300

1300

± 0.00 PLINTH LVL

- 450 GROUND LVL

4 -12Ø

8Ø@150MM C/C STIRRUPS

COMPACTED EARTH200MM THICK GRAVEL SOLING

HARDEN CEMENT CONCRETE FLOORING75MM THICK P.C.C. (1:2:4)

CL

300

300

750

300

300

300

350

FOOTING DETAIL AT CONCRETE CORE(Scale= 1:20)

100MM x100 MM THICK PCC SOLING

150 150

125125

1-16Ø (CONCRETE CORE)

STONE MASONRY INCEMENT SAND MORTAR (1:6)

100MM HEIGHT SKIRTING

150

100

100MM THICK P.C.C. (1:2:4)


100

200

1000150 1501300

50 50

4 -12Ø

8Ø@150MM C/C STIRRUPS



75MM THICK P.C.C. (1:2:4)

CL

300

300

750

300

300

300

350

FOOTING DETAIL AT M-M(Scale= 1:20)

150 150

125125

1000



150 150

150

600

350

700

100MM THICK P.C.C. (1:2:4)


100

200

1300

50 50

4 -12Ø 8Ø@150MM C/C STIRRUPS


HARDEN CEMENTCONCRETE FLOORING

75MM THICK P.C.C. (1:2:4)

CL

300

750

300

300

350

FOOTING DETAIL AT N-N(Scale= 1:20)

150

125125



150

150

300

700

± 0.00 PLINTH LVL

- 450 GROUND LVL

1000

100

200

50 50

1200

1200

350

350

BOND STONE

100mmØ CONCRETE CORE (1:2:4)WITH 1 NO. 16mmØ BAR

350mm THICK STONE MASONRY (1:6)

STONE MASONRY WALL PLAN AT CORNER(Scale= 1:25)

BOND STONE

1200 1200

350

350

350

BOND STONE

BOND STONE BOND STONE

350mm THICK STONE MASONRY (1:6)

100mmØ CONCRETE CORE (1:2:4)WITH 1 NO. 16mmØ BAR

STONE MASONRY WALL PLAN AT T-JUNCTION(Scale= 1:25)

350mm THICKSTONE MASONRY (1:6)

350

BOND STONE

350mm THICK STONEMASONRY (1:6)

600

600

STONE MASONRY

(Scale= 1:25)

OR, 8Ø STEEL BAREMBEDDED IN M20GRADE IN STONECAN BE PROVIDED

VERTICAL WALL SECTION

TRENCH PLAN & DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

5

Approved by :

As Mentioned



2M/F-1D Toilet-

Stone (May 2019)

May019

AutoCAD SHX Text

PROJECT :

35035018003502300350

2650215026507800

A B C D

1

2

N

N

3250

3600

3950

2300

3504800

2650215026507800

2650

1100

3600

3950M

M

MM

LINTEL BAND LAYOUT PLAN AT 2100 MM LVL

(Scale= 1:100)

350

350

3250

350

350

(Scale= 1:100)

SILL BAND LAYOUT PLAN

2 -10Ø

AT 1725 MM LVL

35035018003502300350

2650215026507800

A B C D

1

2

3250

3600

3950

2300

3504800

2650215026507800

2650

1100

3600

3950S

S

RR

350

350

3250

350

350

35035018003502300350

2650215026507800

A B C D

1

2

3250

3600

3950

2300

3502650

2650215026507800

2650

1100

3600

3950U

U

ROOF LVL BEAM PLAN AT 2558 MM LVL

(Scale= 1:100)

350

350

3250

350

350

350 1800

TYPICAL LINTEL DETAIL

2 -10Ø8Ø @150mm c/c Stirrups

150

SECTION AT M-M

2 -12Ø

350

(Scale= 1:20)

TYPICAL LINTEL DETAIL

2 -10Ø

8Ø @150mm c/c Stirrups

150

SECTION AT N-N

2 -12Ø

350

(Scale= 1:20)

TYPICAL SILL DETAIL

2 -10Ø


75

SECTION AT S-S

350

(Scale= 1:20)

OUT IN

TYPICAL SILL DETAIL


75

SECTION AT R-R

2 -10Ø

350

(Scale= 1:20)

DOWEL REINFORCEMENT PLAN & DETAILS AT 662 MM, 1137 MM LVL

35035018003502300350

215012007800

3250

3950

2300

3504800

2650215026507800

2650

1100

1200

3950

350

350

3250

350

350

8 @150mm c/c

2 No. 8Ø Bar

8 @

150m

m c/c

8 @150mm c/c

2 No. 8Ø Bar

8 @

150m

m c/c

8 @150mm c/c

2 No. 8Ø Bar

8 @

150m

m c/c

8 @150mm c/c

2 No. 8Ø Bar8

@15

0mm

c/c

8 @150mm c/c

2 No. 8Ø Bar

8 @

150m

m c/c

2 No. 8Ø Bar

8 @

150m

m c/c

8 @150mm c/c

1200

1375

1375

1200

1200250 1200 1200250

1200

1200

1200

1200

1200

1200

1296

(Scale= 1:50)

A B C D

1

2

1375

1150 10009003751375

4550 1375

TYPICAL VERTICAL

2 -10Ø8Ø @150mm c/c Stirrups

75

350

(Scale= 1:20)

75

REINFORCEMENT DETAIL

As Per door/window length

(FOR DOORS & WINDOWS)

3 NOS.-12mmØ (T/O)

3 NOS.-12mmØ (T/O)230

350 12

522

5

SECTION -1-1(Scale= 1:25)

2-L-8mmØ@100mm c/c

LINTEL, SILL & BEAM BAND

PLAN & DETAILS, DOWEL

REINFORCEMENT DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

6

Approved by :

As Mentioned



2M/F-1D Toilet-

Stone (May 2019)

May019

AutoCAD SHX Text

PROJECT :

8mmØ@150mm c/c(DISTRIBUTION BAR) 12

5

10mmØ@150mm c/c

10mmØ@150mm c/c8mmØ@150mm c/c(DISTRIBUTION BAR)

10mmØ@300mm c/c(NEGATIVE BAR)

SLAB SECTION -X-X(SCALE = 1:30)

2650 2150 2650

400 795 645 645 795

538 663663 538

400

48048010mmØ@150mm c/c

10mmØ@150mm c/c10mmØ@300mm c/c

(NEGATIVE BAR)8mmØ@150mm c/c

(DISTRIBUTION BAR)

A B C D450

450

265021502650

3600

265021502650

3600

663

795

663

795 480

480

480

480

1080

900

900

1080

1080

900

900

1080

SLAB REINFORCEMENT PLAN(Scale= 1:50)

A B C D

SLAB REINFORCEMENT

DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

7

Approved by :

As Mentioned



2M/F-1D Toilet-

Stone (May 2019)

May019

AutoCAD SHX Text

PROJECT :

Up


INCINERATOR

Wate

r Tro

ugh

Wate

r Tro

ugh

FEMALE TOILETMALE TOILET


A B C D

1

2

SOIL, WASTE PIPE LAYOUT

Ø110 S

Ø110

S

Ø75 WW

Ø110 S

Ø110 S

Ø110

S

Ø110

SØ1

10 S

Ø110 S

Ø75 S

Ø75 S

Ø75 S

Ø75 S

Ø75 W

WØ7

5 WW

Ø75 W

W

Ø75 S

Ø75 W

WØ7

5 WW

Ø75 W

WØ7

5 WWØ75 WW

Ø110 SØ110 SØ110 S TOSEPTIC TANK

Ø75 WW TOSOAK PIT

WWC WWC WWC

MH MHØ7

5 S

Up


INCINERATOR

Wate

r Tro

ugh

Wate

r Tro

ugh



A B C D

1

2

WATER SUPPLY PIPE LAYOUT

Ø20 CW TOADMIN/ LAB

Ø25 CWOUTLET

Ø25 CW INLET FROMEXTERNAL SYSTEM/SOURCE

1000 LITERS TANKON 3M HIGH MS STAGING

Ø25 C

W

(TANK TO BE LOCATED ON HIGHER ELEVATION)

Ø20 C

WØ2

0 CW

Ø15 C

W

Ø15 C

W

Ø20 C

WØ2

0 CW

Ø20 CW Ø20 CW

Ø20 C

WØ2

0 CW

Ø20 CWØ20 CWØ20 CWØ20 CW

WATER SUPPLY, SOIL, WASTE

PIPE LAYOUT & WATER

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

8

Approved by :

As Mentioned



2M/F-1D Toilet-

Stone (May 2019)

May019

AutoCAD SHX Text

PROJECT :

IN-LET OUT LETTO SOAK PIT

OPENING(c X d)

450

1000

SLOPE

SLOPE

190 600 350 150 350

1200

d

STEP

OUT LETTO SOAK PIT

150

450

300IN-LET

150 1:40 SLOPE

100250

50

GLRemovable Cover 120mm Thk. R.C.C Slab

350mm Stone Masonary

820

2070 100mm Thk. P.C.C (1:3:6)

150mm Gravel Soling

150mm Thk. P.C.C (1:3:6)150mm Gravel Soling

150

150

860

75mm Thk. P.C.C (1:3:6)

PLAN OF SEPTIC TANK

SECTION AT A-A

1:40 SLOPE

AP-05

AP-05

3640

in Cement Mortar

150mm Brick Wall

150mm Brick Wall350mm Stone Masonary in Cement Mortar

1100 900

1200

600x600 R.C.CRemovable Cover

PLAN OF SOAK PIT

150

As P

er S

iteH

GL

125mm Thk. R.C.C Slab

IN-LETEffluent Level

350 1200 350

SECTION AT B-B

BP-05

BP-05

Gravel Packing

300300

Sand Filling

Sand Filling

350mm Stone Masonary in Cement Mortar

350mm Stone Masonary in Cement Mortar

1900

1900

475 (

L/4)

3NOS-10 Ø

PLAN OF SOAK PIT COVER SLABPLAN OF TOP REINFORCEMENT

(TYPICAL TOP BARS)

600x600 R.C.CRemovable Cover

C

A

PLAN OF BOTTOM REINFORCEMENTPLAN OF SOAK PIT COVER SLAB

SECTION AT Z-Z

8 Ø (DIST)B475

C A

CI Manhole Cover

PCC 1:3:6

OUTLET

OUTLET

StoneworkRCC Slab

PLAN

INLETP

GL

INLET

SECTION P-P

SEWER MANHOLE

600

100

VARI

ESMA

X. 15

00 100

N

OUTLET

CI CoverRCC Slab

PLAN

INLETM

GL

Rammed Earth

1:4 With PunningCement Plaster

PCC 1:3:6OUTLET

GL

INLET

SECTION M-M

WASTE CHAMBERSECTION N-N

PCC Benching

450

450

100

VARI

ESMA

X. 15

00 100

100

VARI

ESMA

X. 15

00100

FOR DEPTH UPTO 1.5M

IN 1:4 C/M12mm Cement Plaster

In 1:4 C/M12mm Cement Plaster

S

OUTLET

CI Rain Inlet CoverRCC Slab

PLAN

INLET

R

GL

Rammed Earth

1:4 With PunningCement Plaster

PCC 1:3:6OUTLET

GL

INLET

SECTION R-R

RAIN INLET CHAMBERSECTION S-S

PCC Benching

230

450

230

100

VARI

ESMA

X. 15

00 100

100

VARI

ESMA

X. 15

00100

In 1:4 C/M12mm Cement Plaster

MANHOLE & CHAMBERS

375 375

375 375

375

375

Stonework

Stonework

450375 375

Stonework

190 600 350 1100 150 900 350

PLAN OF SEPTIC TANK

XP-05

XP-05625

500

3NOS 10 T CORNER BARS(TOP & BOTTOM BARS) TYPICAL BARS

REINFORCEMENT DETAIL OF SEPTIC TANK COVER SLAB

500

8 Ø @ 6"C/C

8 Ø @

8"C/

C

SECTION AT X-X

B

BA

625ST

625

500

CB500

2500

SOAK PIT & SEPTIC TANK

DETAILS

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

9

Approved by :

As Mentioned



2M/F-1D Toilet-

Stone (May 2019)

May019

AutoCAD SHX Text

PROJECT :

Up


SB-1/S1L1

SB-2/S1L1

SB-3/S1L1

L1 L1

SB-5/S1L1

SB-6/S1L1

L1 L1

SB-1/DB SB-2/DB

SB-2/DB SB-3/DB SB-4/DB

SB-5/DB SB-6/DB

SB-7/DB

SB-2/S1 SB-4/S1

SB-7/S2

SB-7/S1

SB-8/S1

SB-8/DB

TOILET 1-3(T) PLANLIGHT LAYOUT

6 A DP MCB WITHENCLOSURE

2 Nos 2.5 Sq mm Cu wire Multistranded + 1X 1.5Sq mm Cu Wire

To Toilet Light Ckt

TOILET LIGHT DISTRIBUTION SYSTEM

Cable From Main Panel Board

S.No. Symbols Description1.

6 A DP MCB WITH ENCLOSURE

Mounting Height

2.5 m above the Ground Level

LEGENDS

2.

6 W LED Square Panel Light of 360 Lumen Attached to the Ceiling

LIGHT, POWER & DB LAYOUT

PLAN

TITLE :Scale :

Designed by :

Date :

Sheet No:

Checked by :

10

Approved by :

As Mentioned



2M/F-1D Toilet-

Stone (May 2019)

May019

AutoCAD SHX Text

PROJECT :

government of nepal national reconstruction authority ... stone toilet_1558498555.pdf · central...

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