landscape design n detailing
DESCRIPTION
Redesign for St. Gerosa High School, Mangalore, India ( implemented project as project leader) for Upgradation of Amenities and Playground.TRANSCRIPT
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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
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REORGANIZED PLAN- GIRLS’ TOILETMEETINGS
SITE VISITS
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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
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GALLERY SECTIONS
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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
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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: [email protected] 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
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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
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DETAILS OF DRAINAGE COMPONENTS
0.500
PLAN
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REORGANIZED PLAN- GIRLS’ TOILET
REORGANIZED PLAN- GIRLS’ TOILET UPG
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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
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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