GR FLOOR LEVEL

D
35360
F.F.L + 900 MM Notes
C-03
11800 2000 3500 3500 5500 6060 INT. ROAD LEVEL
1. Do not scale the dimensions, follow the written dimensions (mm), unless

300
P-01 2000 700 700 700 P-02 OF ROYAL SIGNATURE
otherwise mentioned.
FIN LVL. +600 MM
A 2. Dimensions shown in these drawings are structural dimensions, unless

600
500
700
1000
MH

950
1500 4750 1500 NON TOWER LEVEL noted otherwise.
MH
CLEAR WATER TANK

1500
SEWAGE INLET AS DN FIN. P-07 TUBE SETTLER SWD = 3.4m
T.O.S ± 00
3. The drawing to be read in conjunction with relevant Architectural,
FIN. LVL.-2575
BASEMENT LEVEL 01

600
Cutout AREA= 27.5 m2
MBBR-2

BAFFLE WALL

LAUNDER
PER SITE. LVL.+900 Structural and M.E.P. drawings/details.

3050
BAR SCREEN -1 -3 -5 -7 -9 -11 -13 -15 -17 -19 600x600 AREA = 16.6m2
MBBR-1 OPEN TOP C-06 F.F.L - 4650 MM TUBE SETTLER-I

2625
IL=( - )3700 Vol. 56.4 KL

2425
CHAMBER -32 -31 -29 -27 -25 -23 -21 -20 SWD = 3.8m
600 700 C-05 SWD = 3.9m 4. Any discrepancy to be brought to the notice of Architect prior to

150
STP FIN. MH
C-01 Vol. 68 KL RCC TOP

1400
LVL.-4650
ENTRANCE 12 STEPS
440 commencement of work.
5000

5000
Vol. 70 KL

1000
MH OPEN TOP FIN.
UP W=1500 MM P-11

200
T=250 MM LVL.-2575
EQUALIZATION TANK 600 700 OPEN TOP

450
R=172.91 MM
0 MH
AIR VENT U-TYPE SWD = 2.6m
C-06 736 T.O.S -2625 MM 12

600
Cutout 1.0 MT. HIGH RAILING 11
P-09 COMPANY'S CONTACT

600
Vol.153 KL P-04 TOTAL STEPS =32 NOS. MH
CONSULTANTS

500

500
W=1500 MM 600x600 9
P-22

150
RCC TOP T=250 MM
NAME DETAILS
FIN. P-05 -1 TO -20 (R = 173.75 MM)
RCC WALKWAY 1500MM P-20
7 12 STEPS

1800
UP -21 TO -32 (R = 172.92 MM)
1200 C-04 W=1500 MM

1600
LVL.-2575
A T=250 MM

1350
1400 5
C-03 WIDE R=172.91 MM

1450
1200
900
P-23 EQUALIZATION TANK

800
900 O&G FACADE
3
85°

550
MH 300 300 300
400 C-02

300
EQUALIZATION TANK

180
12 11 9 7 5 3 1
UP
1
BOTTOM LVL
TOP LVL
B F.F.L - 4650 MM T.O.S. -7825 MM STRUCTURAL

5200
600

4000

4000
MH FIN.
DRAIN CHANNEL 1475
LVL.-4650
UF PERMEATE SLUDGE

325
SLUDGE HOLDING 1875
DN FIN.
B

P-06

P-08

P-10
LVL.-7775 MCC PANEL 2500 TANK HOLDING TANK

P-12
TANK P-18 T.O.S -7325 MM M.E.P
400

2925
-18 -17 -15 -13 -11 -9 -7 -5 -3 -1
3200

3200

2600
SWD = 4.0m C-08 P-03 P-15 P-19
Vol.51 KL
18 STEPS
W=1500 MM
ANOXIC TANK SLUDGE RE-CIR.PUMP FILTER FEED
RCC TOP T=250 MM SWD = 4.0m Vol.40 KL RCC TOP PUMP
EQUALIZATION TANK P-21 EQUALIZATION TANK
P-16 P-17 SCREW PUMPS
FILTER PRESS
R=173.61 MM

BASEMENT LEVEL 02
P-14
BOTTOM LVL
T.O.S. -7825 MM 200
TUBE SETTLER DETAIL LANDSCAPE
P-13

6000
IGBC
600

MH
SUMP PIT F.F.L - 7825 MM GREEN BUILDING

300
SWD = 2.0m UF PLANT MGF
2000
PROVISION FOR CONNECTED

1200 Vol.12.8 KL DISTRIBUTION

55 350 ENVIRONMENT
P-19 P-20

CIP PUMPS
STP FROM BASEMENT

PUMPS 5 M.S. PIPE

DRAIN CHANNEL

RCC TOP
P-27 P-25
FEED PUMPS
10 SECTION - DD 6mm THICK
P-21 P-22 M.S. PLATE

150
MICRON FILTER
DRAIN CHANNEL
2450

DISTRIBUTION P-23 P-28 P-26 5 4 3 2 1

ACF KEY PLAN
PUMPS

D
P-24 P-29 P-30
M.S. FLANGE

150
DRAIN CHANNEL

C C M.S. PIPE PUDDLE FLANGE 150 D 150

NOTE:- ISOMETRIC VIEW PLAN
MH MH LIST OF RCC TANKS
2500 2500 700
SCALE=NTS DETAIL OF PUDDLE FLANGE

3000 ALL DIMENSION ARE IN MM. SCALE = N.T.S

3000 QTY. SIZE (L X W x D + FB) VOL.
3500 DESCRIPTION
3500 1. COMPLETE S.T.P TO BE COVERED WITH RCC TOP.
4000 BAR SCREEN CHAMBER 01 6mm THICK
3500

2. ALL CIVIL TANK TO BE WATER PROOF COATED & WATER FILL TESTED. M.S. PLATE 6mm THICK M.S. PLATE
TREATED WATER TANK
UF PERMEATE TANK SWD = 4.0m
WELDED WELDED

SWD = 4.0m EQUALIZATION TANK 01 11.8m X 5.0 m X 2.6m + FB 153 KL 3. PVC COATED RUNGS TO BE PROVIDED IN EACH TANK FOR ACCESS. M.S. PIPE M.S. PIPE
Vol. 106 KL

150
TANK SIDE OUT SIDE
30 THREADED TANK SIDE
Vol. 109 KL RCC TOP
47 4. ALL CIVIL WORK INCLUDING WALKWAY MANHOLE COVERS, PUDDLES &

NOMINALØ
RCC TOP ANOXIC TANK 01 5.0m X 2.0m X 4.0m + FB 40 KL CL OF PIPE
C
L OF PIPE

P.C.D
MH INSERTS ARE IN CLIENT SCOPE.
P-31 MBBR TANK-1 01 3.5m X 5.0m X 3.9m + FB 70 KL SLIP ON FLANGE

150
5. POSITION OF EQUIPMENT FOUNDATION MAY BE CHANGED OUT SITE
01 THICKNES (T)
7800 7665 500 MBBR TANK-2 3.5m X5.0m X 3.8m + FB 68 KL 150 150 100 150
ACCORDING TO SITE CONDITIONS. R.C.C. WALL
R.C.C. WALL AS/STR.
TUBE SETTLER TANK 01 5.5m X 5.0m X 2.0m + FB 55 KL 6. DRAIN CHANNELS SHALL BE COVERED WITH GI GRATINGS
AS/STR.
D
CLEAR WATER TANK 01 AREA = 16.6m2 X 3.4m + FB 56.4 KL 7. RAILINGS SHOULD BE PROVIDED FOR THE STAIRCASE AND
DETAIL OF PIPE INSERT FOR PIPES DETAIL OF PIPE INSERT FOR PIPES
01 4.0m X 3.2m X 4.0m + FB 51.2 KL WHEREVER NECESSARY. SCALE = N.T.S
SLUDGE HOLDING TANK SCALE = N.T.S

8. FRESH AIR/DRINKING WATER/EXHAUST/GENERAL LIGHTING SHOULD * ALL PUDDLE FLANGES SHALL BE

UF PERMEATE TANK 01 3.5m X 7.8m X 4.0m + FB 109 KL DETAIL OF PUDDLE FLANGE GALVANIZED AFTER FABRICATION.
BE PROVIDED AT SUITABLE PLACE.
01 NOMINAL SIZE FLANGE O.D P.C.D NO.OF HOLES DIA OF BOLT IN mm T mm
TREATED WATER TANK -II 3.5m X 7.6m X 4.0m + FB 106 KL
9. TANKS BOTTOM TO HAVE SLOPE TOWARDS PIT BELOW MANHOLE 50Ø 152 144 4 16 10
65Ø 155 127 4 16 10
F.F.L + 900 MM PLANT ROOM SUMP 01 2.0m X 3.2m X 2.0m 12.8 KL HAVING SIZE OF PIT. 80Ø 181.25 143.75 4 16 10
100Ø 212.50 175.00 8 16 10

INT. ROAD LEVEL 10. PROVISION TO BE MADE FOR ADEQUATE VENTILATION OF PLANT 150Ø 275.00 231.25 8 16 12
200Ø 331.25 287.50 8 16 12
300

OF ROYAL SIGNATURE
ROOM TO PROVIDE 30 AIR 250Ø 400.00 350.00 8 20 15
FIN LVL. +600 MM -1

11. CHANGES PER HOUR. THE DESIGNED ,SUPPLY & INSTALLATION OF

600

-3
NON TOWER LEVEL -5
VENTILATION SYSTEM SHELL BE IN CLIENT SCOPE. PUDDLE
T.O.S ± 00
-7

-9 12. ALL MANHOLE SIZE 800MM X 800 MM. R0 18.02.25 GOOD FOR CONSTRUCTION A.S. Ajay
B.O.P
-11 P-07 P-09 P-11

2625
Rev.No. Date Description Drawn By Checked by
2425

T.O.S -2625 MM TOTAL STEPS =32 NOS.

-13
4650

W=1500 MM BASEMENT LEVEL 02 FLANGE ISO

3700

-15
T=250 MM PUDDLE & CUTOUT LIST REVISIONS & ISSUES
-1 TO -20 (R = 173.75 MM)
-21 TO -32 (R = 172.92 MM)
-17 F.F.L - 7825 MM TO BE CONSIDER AS 00
.± STANDER

X
200
-19
-20 TABLE - E QTY.
SEWAGE INLET AS -21
WITH SIDE PURPOSE OF DRAWING
MH
500

600

DIMENSION-X (B.O.P)
700

-23
PER SITE. IL=( - )3700 1500 LOCATION

1100

1100
-25 400
FIN. BOTTOM OF PUDDLE NB. (MM)
Plant Room
7325

-27 LVL.-2575 INSERTS NO. DESCRIPTION MOC

FIN.

2800
500

-29
LVL.-4650
-31 TUBE SETTLER A) BAR SCREEN CHAMBER CLIENT NAME & ADDRESS

1200
-32

EQUALIZATION TANK TOP LVL

ANOXIC BEAM
4000

P- 01
3900

F.F.L - 4650 MM MBBR-2 SEWAGE INLET (BY Client) -3700 mm INSIDE 01

3800

MBBR-1 CLEAR WATER TANK

3400
TANK
325

4755 P- 02 SEWAGE OUTLET - 3775 mm GI 200 NB OUT SIDE 01

T.O.S -7325 MM
3175

2600

EQUALIZATION TANK B)
500 EQUALIZATION TANK
300

EQUALIZATION TANK
BOTTOM LVL P- 03 DRAIN - 7825 mm GI 80 NB OUT SIDE 01
T.O.S. -7825 MM
P- 04 OVERFLOW - 5225 mm GI 100 NB OUT SIDE 01 PROJECT NAME & ADDRESS
P- 05 SUMP WATER INLET - 5125 mm GI 80 NB OUT SIDE 01
P-12 C- 01 SEWAGE INLET TOP SLAB OF TANK 250mm X 250mm 01

SECTION - AA C- 02 PUMPS INLET TOP SLAB OF TANK 1200mm X 800mm 01

C- 03 AIR INLET TOP SLAB OF TANK 200mm X 200mm 02
GR FLOOR LEVEL
F.F.L + 900 MM
C) ANOXIC TANK
INT. ROAD LEVEL
P- 06 DRAIN - 7325 mm GI 80 NB OUT SIDE 01
300

OF ROYAL SIGNATURE
FIN LVL. +600 MM
P- 07 OUTLET - 3325 mm GI 100 NB MBBR SIDE 01
600

NON TOWER LEVEL C- 04 TOP SLAB OF TANK 01

T.O.S ± 00
SEWAGE INLET 200mm X 200mm
C- 05 CUTOUT FOR AGITATOR TOP SLAB OF TANK 600mm X 600mm 02
2625

E) MBBR TANK - 1
2425

P- 08 DRAIN - 7325 mm GI 80 NB OUT SIDE 01

P-15

P- 09 OUTLET - 3425 mm GI 100 NB BOTH SIDE 01

SLUDGE TANK TOP LVL
MH
T.O.S -2625 MM
500

F) MBBR TANK - 2
2025

P-04
P-05

EQUALIZATION TANK P- 10 DRAIN - 7325 mm GI 80 NB OUT SIDE 01

TOP LVL
P- 11 OUTLET - 3525 mm GI 100 NB MBBR SIDE 01
F.F.L - 4650 MM
-18
-17

-15
J)
4000

TUBE SETTLER
-13 18 STEPS
P-06

P-08

P-10

P-12

P-13
P-14

SLUDGE -11
W=1500 MM
T=250 MM P- 12 SLUDGE OUTLET - 7325 mm GI 150 NB OUT SIDE 01
T.O.S -7325 MM
HOLDING TANK R=173.61 MM
3175

P-03

-9
C- 06 OUTLET (CUTOUT) - 3425 mm 600mm Wide X 150mm deep 01
-7

-5
EQUALIZATION TANK
BOTTOM LVL
FIN.
LVL.-7775
-3 K) CLEAR WATER TANK
T.O.S. -7825 MM -1
P- 13 OUTLET - 7225 mm GI 100 NB OUT SIDE 01
P- 14 DRAIN - 7325 mm GI 80 NB OUT SIDE 01
P- 15 OVER FLOW - 3925 mm GI 80 NB OUT SIDE 01
SUMP PIT
SECTION - BB
L) SLUDGE HOLDING TANK
GR FLOOR LEVEL
F.F.L + 900 MM P- 16 OUTLET - 7225 mm GI 80 NB OUT SIDE 01
P- 17 INLET - 3225 mm GI 80 NB OUT SIDE 01
INT. ROAD LEVEL
P- 18 DRAIN - 7325 mm GI 80 NB OUT SIDE 01
300

OF ROYAL SIGNATURE
FIN LVL. +600 MM
C- 08 AIR INLET TOP SLAB OF TANK 150mm X 150mm 01
600

NON TOWER LEVEL

T.O.S ± 00 M) UF PERMEATE TANK STP CONSULTANT
200

P- 19 OUTLET - 7225 mm GI 100 NB OUT SIDE 01

2625

SEW WATER TREATMENT PVT LTD

2425

P- 20 INLET - 3225 mm GI 100 NB OUT SIDE 01

P- 21 DRAIN - 7325 mm GI 80 NB OUT SIDE 01 L-5, C-23-25, Premiere Complex,Nichi
P- 22 LEVEL CONTROLLER - 3225 mm GI 50 NB NONE 01
TREATED WATER
TANK TOP LVL
MH MH MH Mangali, P.O. Ramgarh, Chandigarh
P- 23 OVER FLOW - 3325 mm GI 100 NB OUT SIDE 01
T.O.S -2625 MM
Road, Ludhiana, Punjab 141123
500

500

P- 24 OUTLET (SPARE) - 7225 mm GI 100 NB OUT SIDE 01

DRAWING TITLE
7625

N) TREATED WATER TANK

P-20
P-22
P-23

P-28
P-26
P-29

UF PERMEATE TREATED WATER TANK P- 25 OUTLET - 7225 mm GI 100 NB OUT SIDE 01 SEWERAGE TREATMENT PLANT LAYOUT
5200

WITH PUDDLE FLANGES DETAIL.

4000

4000

TANK P- 26 INLET - 3225 mm GI 100 NB OUT SIDE 01

P-19
P-21

P-24

P-27
P-25

P-30

TREATED WATER
TANK BOTTOM LVL
P- 27 DRAIN - 7325 mm GI 80 NB OUT SIDE 01 300KLD (300 KLD X 1 PHASE)
T.O.S -7325 MM P- 28 LEVEL CONTROLLER - 3225 mm GI 50 NB NONE 01
DRAWING NUMBER
P- 29 OVER FLOW - 3325 mm GI 100 NB OUT SIDE 01
P- 30 OUTLET (SPARE) - 7225 mm GI 100 NB OUT SIDE 01
T.O.S. -7825 MM
SEW_OMX_STP_1100
P) DISTRIBUTION PUDDLES
SCALE REV. NO. NORTH
P- 31 FLUSHING,IRRIGATION - 600 mm GI 100 NB OUT SIDE 03

SECTION - CC A1@1:100

GR FLOOR LEVEL
DATE
18-04-2025 R0