@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

TRAINING PORTFOLIO

6" dia pipe to be connected to well

S_05

1.9202.423

8" Ø

pipe

trench

20.54

4

RP-1Cover top finish level =100.341fOutgoing invert level =99.891

Distance from the last chamber=17.688m @1%=100.341-0.176= 100.165mFin ground level at 1st branch =100.165fOutgoing invert level at 1st junction=100.165-(0.228+0.200+0.210)=99.527m

20.268

Perforated pipe -01

0.4150.101

0.1010.4150.101

1.475

2.227

60 m ash track- 6 lanes ( 0.9 m X 6 no.s)Inner perimeter of track = 117 m

UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

REORGANIZED PLAN- GIRLS’ TOILETMEETINGS

SITE VISITS

UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

REORGANIZED PLAN- GIRLS’ TOILET

P15

P-19

8" Ø pipe to drain

6" dia pipe to be connected to well

20.34

1

Distance from the last chamber=20.270m @1%=100.165-0.202= 99.963mFin ground level at 1st branch =99.963fOutgoing invert level at 1st junction=99.963-(0.228+0.200+0.210)=99.325mDifference between fin gr level & invert = 0.638mOutgoing invert leading to convent well / 110mm Ø PVC pipe, CL2 /=99.325m (provide valve in inspection chamber at entry to convent well)

14.39

3

20.26

8

RP-2Cover top finish level =99.963fOutgoing invert level =99.325

Outgoing invert level =99.325 /

leading to convent well /

4" Ø PVC pipe, CL2 /=99.325m

1.500

Existing ground level

Existing drain invert level

Exist

ing ga

llery

outlin

e

0.100

0.600

0.100

0.100

1.401

Riser = 0.381Tread = 0.609

16mm MS bars to be rammedinto existing masonary , approx 0.228m, to anchor the PCC work above @ approx 6 ft ² grid

1:3 CM plaster to finishflush with 229x229x20mm thk terracotta tilesedge tiles

Exist

ing ga

llery

outlin

e

0.361

Riser = 0.381Tread = 0.609

0.6000.100

0.6630.282

100.292

1:3:6 PCC using 20mmdowngraded aggregate with nominal reinforcement

100.751

0.075

Distribution steel @ .3 c/c

Main reinforcement bars @ .45 c/c.

100.291Existing ground level

102.296

Riser = 0.381Tread = 0.609

0.439

Existing ground level

Section of SouthWest Gallery S-04 Section of NorthEast Gallery S-03

Section of NorthWest Gallery S-02Section of NorthWest Gallery S-01

UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

GALLERY SECTIONS

UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

LIGHTROOFING AND FOOTING DETAILS

150 Ø pipe (20.3 kg/ m)od=166.5thickness= 8.25 mm

0.415x0.415/12mm thk MSbase plate with provision for18mm Ø MS threaded bolts, projecting38 mm above footing surface,of 0.228m length set as assemblyat time of pouring of concrete tospecified spacing

10 mm bar @ .15 m c/c

10 mm bar @ .15 m c/c

0.100

SECTION OF UPPER FOOTING SECTION OF LOWER FOOTING

150 Ø pipe (20.3 kg/ m)od=166.5thickness= 8.25 mm

0.415x0.415/12mm thk MSbase plate with provision for18mm Ø MS threaded bolts, projecting38 mm above footing surface,of 0.228m length set as assemblyat time of pouring of concrete tospecified spacing

10 mm bar @ .15 m c/c

10 mm bar @ .15 m c/c

0.100

100.751

0.381

100.370

0.230

150 Ø pipe (20.3 kg/ m)od=166.5thickness= 8.25 mm

SECTION OF UPPER FOOTING SECTION OF LOWER FOOTING

100.751

Road

Wide

ning

Outlin

e / 1

00' R

OW

100.370

0.230

150 Ø pipe (20.3 kg/ m)od=166.5thickness= 8.25 mm

Existing granite slabs used as covers

0.130

0.884

0.1000.100

1.637

6.841

4.947

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRO

DU

CED

BY

AN

AU

TOD

ESK

ED

UC

ATI

ON

AL

PRO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRO

DU

CED

BY A

N A

UTO

DESK

EDU

CA

TION

AL PR

OD

UC

T

UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

0.386

0.244

0.150

0.430

0.175

0.0860.548

0.068

0.050 0.050

100.299m

100.149m

40 mm downgraded aggregatesoil macadam hardcoreSoil to be filled and compacted

1:3:6 lean concrete

0.250 0.500 0.500 0.500 0.500 0.500 0.249

1.5370.136

0.394

0.086

0.086

3.2091.412

0.068

S_01

Existing building line

DEVELOPMENT OF AMENITIES AT ST. GEROSASCHOOL, MANGALORE

17-6-362/13(81), Basement Floor, Shalom Shopping Complex,Fr. Muller Road, Jeppu, Mangalore-575002Tel: +91 824 4252919 E-mail: ma_architects@rediffmail.com WASHBASIN TROUGH @ RENOVATED GIRLS' TOILET BLOCK

Sectional Elevation E-01

Plan of Trough

Key Plan

Section S-02

WASHING TROUGH DETAILS

0.641

1.500

3.754

0.600

1.800

0.600

1.800

0.100

1.800

3.806 1.500

1.500

99.968Existing ground level

0.0750.075

0.765

0.050

0.812

0.1000.415

0.100

0.075

0.075

0.075

0.110

0.306

0.100

0.7060.100

100.804

Riser = 0.150mTread = 0.300m

0.0750.075

0.765

0.050

0.812

0.1000.415

0.100

100.786

Existing stage profile

0.574

0.100

Section through stage Section through steps

PLAN

S-02S-01

UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

STAGE ENTRANCE STAIR AND DRAIN DETAILSLIGHTROOFING AND FOOTING DETAILS

100.751

0.381

100.370

0.230

150 Ø pipe (20.3 kg/ m)od=166.5thickness= 8.25 mm

96.790

96.540 depth of pit / hardcore starts above this

0.150

0.100

3.000

100.341f

0.101

99.891

0.150

0.100

0.3041.5240.3042.132

1.374

250gsm geotextile barrier

0.075 mm thick custom-made internal Ø 1.370m RCC rings with 6 perforations of Ø 75 mm.

75 mm downgraded aggregates

0892m x0892 m precast RCC cover-slab

6" Øinlet pipe 8" Ø outlet pipe

0.666

4.016

0.362 0.362

0.450

0.150

Precast RCC frame

0.2280.228 0.750

1.050

99.963f

0.200

99.325

0.150

8" Øinlet pipe 8" Ø outlet pipe

0.8480.6

38

To be detailed

Ground Precast RCC frame

0.228

1.050

0.691 0.6910.200

0.050RCC slab

0.698

0.150

RCC Side wall

In this level also provide4" out going invert leadingto convent well

0.288

0.848

0.774

0.1000.168 0.600 0.168

0.1001.136

0.100

0.636

0.200

0.936

44 mm pre cast rcc cover

0.200

0.6780.117 0.117

Outlet 6"Ø pipe

3"Øinlet / toilet roof

inlet 6"Ø pipe/trench

Angle section 50x50 /6 mm thk/fixed in to pcc

150mm solid PCC blockmasonary in one layer onlywith 18mm thk plaster intwo layer on inner side of I C

4" thk pcc bed using 1:2:4 mix&20mm aggregates

0.1000.117

0.0120.678 0.012 0.117 0.1001.136

150mm PCC with 18mm thkplaster in two layer on inner side

0.006 0.012

S_01

0.600

3"Øinlet / toilet roof

Outlet 6"Ø pipe

0.702

0.100

0.150 0.150

1.286

1.839

0.150

0.075 0.0040.892 0.004 0.0751.050

0.750

Outlet 6"Ø pipe

over flow pipe 6"ØInlet pipe 6"Ø pipe

0.1000.786

0.100

101.153f

0.150 0.750 0.1501.286

0.1180.118

99.890

0.600

4"thk hardcore using40mm aggregatesand soil

100mm thk RCC wall with18mm thk plaster in two layer on inner side

0.892m x 0.892 mm precast RCC cover16 no's /50 mm Øpipe for infiltration

precast RCC frame

0.118

0.892m x 0.892 mm precast RCC cover

101.153f0.8

19

Section through filtration tank

Plan/ Section- Trench

Scale 1:20

UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

DETAILS OF DRAINAGE COMPONENTS

0.500

PLAN

UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

REORGANIZED PLAN- GIRLS’ TOILET

REORGANIZED PLAN- GIRLS’ TOILET UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

SECTIONS- GIRLS’ TOILET

1. The finishes allowances are as follows: 12 mm thick plaster + 4 mm thk fixing mortar + 6-10 mm tilethickness

2. Provide 3 mm thk spacer for tile both flooring and daddoing.epoxy grout of Dubond make shall be used. spacers shall be ofPVC

3. All toilet shutters will be Sintex make, single leaf with SS hingesand Aluminium tower bolts. The masonry opening size shall be30" X 6'6"

4. The ceramic fixtures shall be as follows-Orrisa pan- Parryware Make, C0116 /530mm/White/Thrift-Urinal- ParryWare Make c0501/White/ Flatback-Washbasins, Parryware make- C0499/ 500mm/White Flair-WC- Parryware Make- C0287 Make/ 88 (S trap)/White/Petite-The plumbing fixtures shall be of Jaquar make- to be specified

5. The plumbing contractor is to furnish the list of fixtures to besupplied at the earliest. He shall also finalise the drainagearrangement after taking into consideration the currentarrangement

6. The door openings shall be topped by 100 mm deep RCC lintelwih nomial reinforcement

7. The ventilator will not need any lintels8. The floor levels in the individual toilets are sloped towards the

Orissa pan or the floor traps as the case maybe..

Section _01

Scale 1:35

UPG

RA

DAT

ION

OF

AM

NET

IES

@ S

T. G

ERO

SA H

IGH

SC

HO

OL,

MA

NG

ALO

RE

REORGANIZED PLAN- BOYS’ TOILET

TOILET 1 TOILET 4TOILET 2

TOILET 5 TOILET 7TOILET 6

2 EQ

TREA

DS @

300=

600

TOILET 3

2.759

0.890

1.021

2.598

S_01

0.410

1.462

1.012

1.228

0.400

1.228

0.675

0.595

0.617

0.300

1.605

0.635

1.927 1.949

0.202

0.438

0.436

0.236

EXISTING CORRIDOR

0.400

0.200

Plan