4 3 2 1 plot boundary

1 2 3 4 A B C D E F G H I K
lamp

300
p. c. coping
400x300 r. c. columns
15x15 iron bars

900
tyrolean rendering

2400
p. c. coping
2900 2900 facing bricks
150 concrete blocks

1200
13 BNDRY. WALL ELEV. smooth coloured
stonework
scale : 1 : 50 dpc

200 concrete blocks

2900 2900
3,730 7,770 3,730 2,000 3,030 3,720 3,720 3,720 3,720 3,720 3,720 3,230
200x500 concrete fdtn.
boundary wall ( mix : 1 : 3 : 6 )

polythene sheeting
stormwater drain to existing stormwater drain
piers at 2900 c/c
as expansion joint
at 5800 c/c
SECTION
14 scale
3,730 7,770 3,730
: 1 : 50

1 2 3 4 4 3 2 1 BNDRY. WALL PLAN

12 scale
A B C D E F G H I K : 1 : 50

A Elevation C Elevation B Elevation

25
Ridge cap

86
1:150

114
0
90

- 1:150 - 1:150 - 50x75mm purlin

1,871
1 2 3 4

1,476
1,
30
5
B1
3,730 7,770 3,730 K I H G F E D C B A
1,000 1,000 1,000 1,000 150x50mm rafter 100x50mm strut
815 500 415 1,685 1,000 5,485 415 500 815
230 3,500 230 5,890 150 1,500 230 3,500 230
D-04
230

230
230
W1
A A - 1:100 Notes:-
213 788

1,558
RAMP SEPTIC TANKS' STANDARD DIMENSIONS
2,000

1,770

1,770

2,000
1. All dimensions to be checked on site, written
B
1,000

D4
No. OF L B DNo. OF CAPACITY PERCOLATION dimensions to be followed in preference to scaled
USERS (length) (breadth)(depth) TONS in litres TRENCH in
dimensions.
W1

mm mm mm metres (L)
6 2700 900 1050 1 2320 7
10 3300 900 1050 1 2800 12
2. All walls less than 200mm thick to be
BOARD ROOM

213
15 3900 900 1050 1 3400 18
W1 W1 W1 W1 20 4500 900 1050 1 4000 24 reinforced with hoop iron at every alternate
B B A B 150X100 cast A 25 3600 1200 1200 1 4600 30
course.
Tryford Tiles iron dip pipes 30 4200 1200 1200 1 5200 36
2,800 230

2,800 230
35 5000 1200 1200 1 5800 42
1,730

1,730
40 5100 1200 1200 1 6400 48
L
45 4200 1200 1500 1 7000 54 3. All reinforced concrete work is to be in
50 4500 1200 1500 1 7600 60 accordance with structural engineer's details.
OFFICE-1 OFFICE-2 SECTIONAL PLAN B
60
70
5300 1200 1500 1
6000 1200 1500 1
8800
10400
66
72

Tryford
3,030

3,030
80 5700 1200 1800 1 11200 78 4. All sanitary work to be in accordance with
STORE

Tiles
Tryford Tryford scale: 1 : 50 90 6200 1200 1800 1
100 7100 1200 1800 1
12400
13600
84
90 M.O.H rules and regulations.
125 4200 1200 1800 2 16600 96
Tiles Tiles
1,000

1,000
150 5000 1200 1800 2 19600 102
175 5800 1200 1800 2 22600 108
5. Where drain passes under building or driveway
D2

D2

D2
200 6700 1200 1800 2 25600 114 area,
225 7300 1200 1800 2 28600 120 pipe to be of cast iron or encased in 150mm
250 6400 1500 1800 2 31600 126
275 7000 1500 1800 2 34600 132 concrete.
1,030

1,030
300 7600 1500 1800 2 37600 138

C C WHERE GOOD SOAKAGE MAY BE OBTAINED, 6. All waste pipes and soil pipes are to be in ducts
230

230
D2 D2 MAY BE POSSIBLE TO REDUCE THIS FIGURE and the bends to have all cleaning eyes accessible
from outside.
1,000

1,000
3,230 3,720 3,720 3,720 3,720 3,720 3,720 3,030 2,000 25 thick scumboard in channel guide 75x38
7. All windows and external glazed doors on
B
W1

W1
C precast conc weir
ground floor to have burglar proofing to
K I H G F E D C B A Architect's detail.
3,720

3,720
8. All door frames to be rebated & moulded & be
VISITORS PULPIT

fall
full width of wall with moulded architrave to
1,000

1,000
490

1,230 490
D A A detail, provide rubber door stops to all doors.
Tryford Tryford Elevation B
W1

W1
150X100 cast
iron dip pipes 9. Stair case and lobby doors to be self closing
Tiles Tiles
- 1:150

fall
and 1/2 hour fire resistant.
1,230

iron stop channel

10. All internal plaster to be two coats steel
D D B C 150 deep x 150 wide channel
float finished.

25mm ThicK 11. All manholes within building area, driveway and
parking to have heavy duty air tight covers and
SECTIONAL PLAN
1,000

1,000 1,000
concrete screed 150x50mm 10x75mm double sealed.
W1

W1

scale: 1 : 50
bed rafter purlin
10,930

10,930
12. Provide G.I. 125 x 100 rainwater down pipes and
3,720

3,720
125 x 100 G.I.box gutter with brackets etc. where
100mm Thick concrete floor 150x50mm shown.
28g iron effluent distribution
chamber
slab mix 1:2:4 on B.R.C rafter
1,000
490

1,230 490
sheet 13. All painting to be 3 coats.
A142 1000 guage polythene
W1

W1

100x75mm wall
d.p.m sheet c.i. cover & frame 14. Splash apron of 1000mm along the perimeter
plate 600x450
of building.

24
1,230

30
15. Samples of fittings, materials etc. to be

10
E E

55
230mm thick

12
produced &
TOP PLAN

37
burnt clay approved before commencing work.
scale: 1 : 50

400 brick 16. All windows to have P.C. cills, built in

1,000

1,000
reinforced concrete Pelmet boxes & timber
consolidated
W1

W1

215x20mm internal window cills & Skirtings.

hardcore on moulded
3,720

3,720
230 17. Steel trusses/portal frames & purlins to be
well compacted fascia board effluent distribution
690x230mm thick chamber painted with 2 coats of oil paint.
marrum
hardcore
1,000

1,000
490

490
D
18. Fire fighting equipment to be provided and
A1 A1

30,810
230mm thick foundation 230x230mm installed by Building Fire Consultants where
W1

W1

690 thick

230
well burnt clay 230 230 shown on plan.
C1

1
c.i. cover & frame

D1
600x450
brick reinforced 150 fall 19.These architectural drawings shall be read in
beam conjunction with the Structural
1,575

1,575

F F SECTION B-B drawings,Electrical-Mechanical drawings Bills of

D-5 D-2 Quantities & Technical Specifications. Any

230

230

scale: 1 : 50
TOP PLAN
scale: 1 : 50
discrepancy shall be reported immediately to the
RAMP RAMP Architect.

- 1:50 - 1:50 20. The Architect shall not accept any liability for
works which he has not been expressly instructed
3,720

1,800
3,490

3,490
1,800

3,720

to Supervise in writing and has accepted to

D3

D3

GROUND LINE proceed in writing, or for any ommissions or

T.W.L. deviations from his drawings/technical
specifications. Nor shall he take responsibility
for works handled by other nominated
G.L. Consultants or Contractors
150 G.L.

482
this dimension governed by the slope
1,032 1,032 of ground fall & length of drain
1,575

1,575

150x100 c.i. dip pipes B

WORKING LEVEL

G G

75
SECTION B-B

400 min.
150
D scale: 1 : 50
230

230

to percolation trench
1,000

1,000

1,484
230 L 230

1 2 3 4
W1

W1

mass concrete (1:3:6)

3,720

3,720

TANK SERVING UP TO 30 PERSONS

SECTION A-A
scale: 1 : 50
1/
3 length of tank 2/3 length of tank

(for tank more than 1200mm wide)

1,000

1,000
490

1,230 490

D-04
W1

W1

150 fall

25
SECTION OF FLOOR

87
113
0
1,230
7,210

7,210

66 Roof pitch, 28g iron sheets 90 scale: 1 : 50

H 17,530 230 H and ridges on 100x50mm purlins

1,871
on 150x50mm rafters, 100x50mm
struts, on 150x50mm tie beam on
1,000

1,000

100x75mm wall plate, 215x20mm No. Revision/Issue Date

W1

W1

(for deep tanks the cover slab should be 38 mm

1

1,476
fascia boards. 66
above TWL and manhole only carried up to
3,720

3,720

1,
ground level

9, D-2 walls of manholes to be carried on 230x230 conc.

30
beams to be reinforced with 2 no. 12 diam. rods)
Owner

5
G.L. G.L.
1,000

1,000
490

730 490

precast reinforced conc 1:2:4 slab

47 100 thick & approx. 450 wide

10,2
W1

W1

175
150 ST. JOHN CHURCH OF UGANDA
730

150
380

380
I I 15,000 weak concrete fill to percolation trench
230

230

W1 W1 W1 D1 W1 W1 W1 to any voids
1,150

230X400mm Thick 230X400mm Thick

3,230

3,000

3,000

3,230
3,230

3,230

450

Ringbeam Ringbeam 230 L 230 ARCHITECT

1/ length of tank
3

4,000
25mm ThicK fall
Arch. a. barry BYAKWAGA
1,467

150
concrete screed 230 mass concrete (1:3:6)
Reg. No.: 285, P.C No.:3801

RAMP bed TEL

SECTION A-A
100mm Thick concrete floor
K K Email
scale: 1 : 50
(for tank more than 1200mm wide)
byakwagabarry@yahoo.ca,
slab mix 1:2:4 on B.R.C
230

230

bbyakwaga@gmail.com
933

A142 1000 guage polythene

d.p.m sheet 900 Project Name and Address
230 2,070 230 3,500 230 7,540 230 3,500 230 2,070 230 layers of brushwood T.W.L.

1,000 1,000 1,000 1,000 1,000 1,000 230mm 150 agricultural pipes 25 thick scum board
75x38
channel
3,230 500 415 815 770 3,000 770 815 415 500 1,366 consolidated 230 min. fall 1:100 guide
fixed to
690 3,730 7,770 3,730
walls
PROPOSED CONSTRUCTION OF ST. JOHN
hardcore on

760
hardcore infill
3,730 7,770 3,730 well compacted INSPECTION CHAMBERS SIZES CHURCH OF UGANDA, OPUYO SOROTI CITY,
230

EASTERN DIVISION
20,059 marrum 1 2 3 4 PERCOLATION TRENCHES
scale: 1:25
DEPTH TO INTERNAL WALL FOUNDATION
INVERT DIMENSIONS THICKNESS THICKNESS
(mm) (mm) (mm) (mm)
230 B 230
Earth (At least one foot of percolation trench
should be provided for every 2 gallons up to 450 450x450 114 127
A1 of effluent to be disposed of in 24 hours.
When sediment is seen in the effluent, the tank
should be dislodged without delay.
One trench should be at rest while the other
482-900 450x450
930-1500 600x1060
over 1500 760x1060
114
230
230
127
127
200
150 fall in floor

Drawing Title Sheet

is in use.
No trench should be used continuously for brickwork to be built in 1:6 cem:sand mortar and rendered

1 2 3 4 SECTION C-C
more than a month). internally in cem:sand plaster 12 mm thick
foundations to be 1:3:6 concrete
SUBMISSION DRAWINGS
D-5
1
scale: 1 : 50

0. GROUND FLOOR PLAN A Building Section Scale Date Drawn by; Design by

- 1:100 - 1:100 AS SHOWN AUGUST-2025 E.C.G

0766805620
M.N
0784717821

GSPublisherVersion 0.2.100.100