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CLIENT CONSULTANT
FAITH
&
UNITY PROGRESS
&
PEACE
DRAFT FINAL ENGINEERING DESIGN DRAWINGS
FEDERAL REPUBLIC OF NIGERIA
SEPTEMBER 2022
ENGINEERING DESIGN OF EXPANDABLE MAIN SEWAGE TREATMENT PLANT
AT GUI AND ASSOCIATED TRUNK LINES
Amana Consortium Ltd
315, Akin Ogunlewe Street, Off Ligali Ayorinde Street,
Victoria Island, Lagos
FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA)
FCDA SECRETARIAT, BLOCK C, AREA 11, GARKI -ABUJA
TRUNK LINE DESIGN
FEDERAL REPUBLIC OF NIGERIA
FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA)
FCDA SECRETARIAT, BLOCK C, AREA 11, GARKI -ABUJA
( ACL1, ACL2, ACL3, ACL4, ACL5, AND ACL6)
01
02
03 - 328
329 - 477
478 - 482
483 - 487
488
489
ROAD CROSSING DETAILS
CHAMBER DETAILS
RIVER CROSSING DETAILS
RIVER CROSSING SCHEDULE
FOUL WATER DRAINAGE NETWORK MANHOLE DETAILS
FOUL WATER DRAINAGE NETWORK MANHOLE DETAILS
PIPE SCHEDULE
MANHOLE SCHEDULE
SEWAGE NETWORKS GENERAL LAYOUT
PLAN AND PROFILE
LEGEND
LOCATION MAP
490
491 - 494
495
496
This
drawing,
printed
or
otherwise
and
the
work
executed
from
it,
remains
the
copyrighted
property
of
Amana
Consortium
Ltd.
The
drawing
may
not
be
used,
reproduced
or
copied
without
the
permission
of
Amana
Consortium
Ltd.
C
2022
SCALE
ISSUE
FEB 2022 1 : 75000
DIRECTOR, ENGINEERING DESIGN AND EVALUATION
REVISION SUFFIX
CLIENT'S APPROVAL
CHK
DSG
Checked by
Drawn by DRW
Designed by
DRAWING NO.
DRAWING TITLE
PROJECT NUMBER
PROJECT LOCATION
CONSULTANT:
PROJECT TITLE
Amana Consortium Ltd
315, AKIN OGUNLEWE STREET, OFF LIGALI
AYORINDE STREET,
VICTORIA ISLAND, LAGOS.
CLIENT
NO. DATE REVISION
CHKD.
APPRD.
DESIGN STAGE
DRAFT FINAL ENGINEERING DESIGN
DRAWINGS
ENGINEERING DESIGN OF EXPANDABLE MAIN
SEWAGE TREATMENT PLANT AT KANGO (GUI)
AND ASSOCIATED TRUNK LINES
FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA)
FCDA SECRETERIAT, BLOCK C, AREA 11, GARKI-ABUJA
FEDERAL REPUBLIC OF
NIGERIA
GUI, FCT, ABUJA.
ACL3/20-09
TLN/ZON/02-000
E.A. DANJUMA
A.A. LAWAL
A.O. KINGSLEY
LEGEND
A
C
L
1
A
C
L
2
A
C
L
3
A
A
C
L
3
B
ACL4
ACL5
80.00m of
3,000
mm Concrete
Pipe
@ 0.10%
Invert
IN: 262.759m
Invert
Out:
262.679m
37.60m of
3,000
mm Concrete
Pipe
@ 0.10%
Invert
IN: 262.679m
Invert
Out:
262.641m
70.46m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.641m
Invert Out: 262.571m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.571m
Invert Out: 262.491m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.491m
Invert Out: 262.411m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.411m
Invert Out: 262.331m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.331m
Invert Out: 262.251m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.251m
Invert Out: 262.171m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.171m
Invert Out: 262.091m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.091m
Invert Out: 262.011m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.011m
Invert Out: 261.931m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.931m
Invert Out: 261.851m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.851m
Invert Out: 261.771m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.771m
Invert Out: 261.691m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.691m
Invert Out: 261.611m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.611m
Invert Out: 261.531m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.531m
Invert Out: 261.451m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.451m
Invert Out: 261.371m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.371m
Invert Out: 261.291m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.291m
Invert Out: 261.211m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.211m
Invert Out: 261.131m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.131m
Invert Out: 261.051m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.051m
Invert Out: 260.971m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.971m
Invert Out: 260.891m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.891m
Invert Out: 260.811m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.811m
Invert Out: 260.731m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.731m
Invert Out: 260.651m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.651m
Invert Out: 260.571m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.571m
Invert Out: 260.491m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.491m
Invert Out: 260.411m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.411m
Invert Out: 260.331m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.331m
Invert Out: 260.251m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.251m
Invert Out: 260.171m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.171m
Invert Out: 260.091m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.091m
Invert Out: 260.011m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.011m
Invert Out: 259.931m
16.32m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 259.931m
Invert Out: 259.915m
ACL 6 STRUCTURE - (281)
STA: 0+988.06
COVER LEVEL: 268.759m
IL:261.771m
ACL 6 STRUCTURE - (280)
STA: 0+908.06
COVER LEVEL: 268.759m
IL:261.851m
ACL 6 STRUCTURE - (299)
STA: 2+428.06
COVER LEVEL: 268.759m
IL:260.331m
ACL 6 STRUCTURE - (300)
STA: 2+508.06
COVER LEVEL: 268.759m
IL:260.251m
ACL 6 STRUCTURE - (282)
STA: 1+068.06
COVER LEVEL: 268.759m
IL:261.691m
ACL 6 STRUCTURE - (301)
STA: 2+588.06
COVER LEVEL: 268.759m
IL:260.171m
ACL 6 STRUCTURE - (298)
STA: 2+348.06
COVER LEVEL: 268.759m
IL:260.411m
ACL 6 STRUCTURE - (283)
STA: 1+148.06
COVER LEVEL: 268.759m
IL:261.611m
ACL 6 STRUCTURE - (277)
STA: 0+668.06
COVER LEVEL: 268.759m
IL:262.091m
ACL 6 STRUCTURE - (302)
STA: 2+668.06
COVER LEVEL: 268.759m
IL:260.091m
ACL 6 STRUCTURE - (297)
STA: 2+268.06
COVER LEVEL: 268.759m
IL:260.491m
ACL 6 STRUCTURE - (284)
STA: 1+228.06
COVER LEVEL: 268.759m
IL:261.531m
ACL 6 STRUCTURE - (279)
STA: 0+828.06
COVER LEVEL: 268.759m
IL:261.931m
ACL 6 STRUCTURE - (303)
STA: 2+748.06
COVER LEVEL: 268.759m
IL:260.011m
ACL 6 STRUCTURE - (276)
STA: 0+588.06
COVER LEVEL: 268.759m
IL:262.171m
ACL 6 STRUCTURE - (296)
STA: 2+188.06
COVER LEVEL: 268.759m
IL:260.571m
ACL 6 STRUCTURE - (285)
STA: 1+308.06
COVER LEVEL: 268.759m
IL:261.451m
ACL 6 STRUCTURE - (275)
STA: 0+508.06
COVER LEVEL: 268.759m
IL:262.251m
ACL 6 STRUCTURE - (304)
STA: 2+828.06
COVER LEVEL: 268.759m
IL:259.931m
ACL 6 STRUCTURE - (278)
STA: 0+748.06
COVER LEVEL: 268.759m
IL:262.011m
ACL 6 STRUCTURE - (295)
STA: 2+108.06
COVER LEVEL: 268.759m
IL:260.651m
ACL 6 STRUCTURE - (286)
STA: 1+388.06
COVER LEVEL: 268.759m
IL:261.371m
ACL 6 STRUCTURE - (274)
STA: 0+428.06
COVER LEVEL: 268.759m
IL:262.331m
ACL 6 STRUCTURE - (291)
STA: 1+788.06
COVER LEVEL: 268.759m
IL:260.971m
ACL 6 STRUCTURE - (273)
STA: 0+348.06
COVER LEVEL: 268.759m
IL:262.411m
ACL 6 STRUCTURE - (290)
STA: 1+708.06
COVER LEVEL: 268.759m
IL:261.051m
ACL 6 STRUCTURE - (272)
STA: 0+268.06
COVER LEVEL: 268.759m
IL:262.491m
ACL 6 STRUCTURE - (294)
STA: 2+028.06
COVER LEVEL: 268.759m
IL:260.731m
ACL 6 STRUCTURE - (292)
STA: 1+868.06
COVER LEVEL: 268.759m
IL:260.891m
ACL 6 STRUCTURE - (287)
STA: 1+468.06
COVER LEVEL: 268.759m
IL:261.291m
ACL 6 STRUCTURE - (271)
STA: 0+188.06
COVER LEVEL: 268.071m
IL:262.571m
ACL 6 STRUCTURE - (293)
STA: 1+948.06
COVER LEVEL: 268.759m
IL:260.811m
ACL 6 STRUCTURE - (289)
STA: 1+628.06
COVER LEVEL: 268.759m
IL:261.131m
ACL 6 STRUCTURE - (270)
STA: 0+117.60
COVER LEVEL: 268.141m
IL:262.641m
ACL 6 STRUCTURE - (269)
STA: 0+080.00
COVER LEVEL: 268.179m
IL:262.679m
ACL 6 STRUCTURE - (288)
STA: 1+548.06
COVER LEVEL: 268.759m
IL:261.211m
IL:262.759m
ACL 6 STRUCTURE - (281)
STA: 0+988.06
COVER LEVEL: 268.759m
IL:261.771m
ACL 6 STRUCTURE - (280)
STA: 0+908.06
COVER LEVEL: 268.759m
IL:261.851m
ACL 6 STRUCTURE - (299)
STA: 2+428.06
COVER LEVEL: 268.759m
IL:260.331m
ACL 6 STRUCTURE - (300)
STA: 2+508.06
COVER LEVEL: 268.759m
IL:260.251m
ACL 6 STRUCTURE - (282)
STA: 1+068.06
COVER LEVEL: 268.759m
IL:261.691m
ACL 6 STRUCTURE - (301)
STA: 2+588.06
COVER LEVEL: 268.759m
IL:260.171m
ACL 6 STRUCTURE - (298)
STA: 2+348.06
COVER LEVEL: 268.759m
IL:260.411m
ACL 6 STRUCTURE - (283)
STA: 1+148.06
COVER LEVEL: 268.759m
IL:261.611m
ACL 6 STRUCTURE - (277)
STA: 0+668.06
COVER LEVEL: 268.759m
IL:262.091m
ACL 6 STRUCTURE - (302)
STA: 2+668.06
COVER LEVEL: 268.759m
IL:260.091m
ACL 6 STRUCTURE - (297)
STA: 2+268.06
COVER LEVEL: 268.759m
IL:260.491m
ACL 6 STRUCTURE - (284)
STA: 1+228.06
COVER LEVEL: 268.759m
IL:261.531m
ACL 6 STRUCTURE - (279)
STA: 0+828.06
COVER LEVEL: 268.759m
IL:261.931m
ACL 6 STRUCTURE - (303)
STA: 2+748.06
COVER LEVEL: 268.759m
IL:260.011m
ACL 6 STRUCTURE - (276)
STA: 0+588.06
COVER LEVEL: 268.759m
IL:262.171m
ACL 6 STRUCTURE - (296)
STA: 2+188.06
COVER LEVEL: 268.759m
IL:260.571m
ACL 6 STRUCTURE - (285)
STA: 1+308.06
COVER LEVEL: 268.759m
IL:261.451m
ACL 6 STRUCTURE - (275)
STA: 0+508.06
COVER LEVEL: 268.759m
IL:262.251m
ACL 6 STRUCTURE - (304)
STA: 2+828.06
COVER LEVEL: 268.759m
IL:259.931m
ACL 6 STRUCTURE - (278)
STA: 0+748.06
COVER LEVEL: 268.759m
IL:262.011m
ACL 6 STRUCTURE - (295)
STA: 2+108.06
COVER LEVEL: 268.759m
IL:260.651m
ACL 6 STRUCTURE - (286)
STA: 1+388.06
COVER LEVEL: 268.759m
IL:261.371m
ACL 6 STRUCTURE - (274)
STA: 0+428.06
COVER LEVEL: 268.759m
IL:262.331m
ACL 6 STRUCTURE - (291)
STA: 1+788.06
COVER LEVEL: 268.759m
IL:260.971m
ACL 6 STRUCTURE - (273)
STA: 0+348.06
COVER LEVEL: 268.759m
IL:262.411m
ACL 6 STRUCTURE - (290)
STA: 1+708.06
COVER LEVEL: 268.759m
IL:261.051m
ACL 6 STRUCTURE - (272)
STA: 0+268.06
COVER LEVEL: 268.759m
IL:262.491m
ACL 6 STRUCTURE - (294)
STA: 2+028.06
COVER LEVEL: 268.759m
IL:260.731m
ACL 6 STRUCTURE - (292)
STA: 1+868.06
COVER LEVEL: 268.759m
IL:260.891m
ACL 6 STRUCTURE - (287)
STA: 1+468.06
COVER LEVEL: 268.759m
IL:261.291m
ACL 6 STRUCTURE - (271)
STA: 0+188.06
COVER LEVEL: 268.071m
IL:262.571m
ACL 6 STRUCTURE - (293)
STA: 1+948.06
COVER LEVEL: 268.759m
IL:260.811m
ACL 6 STRUCTURE - (289)
STA: 1+628.06
COVER LEVEL: 268.759m
IL:261.131m
ACL 6 STRUCTURE - (270)
STA: 0+117.60
COVER LEVEL: 268.141m
IL:262.641m
ACL 6 STRUCTURE - (269)
STA: 0+080.00
COVER LEVEL: 268.179m
IL:262.679m
ACL 6 STRUCTURE - (288)
STA: 1+548.06
COVER LEVEL: 268.759m
IL:261.211m
IL:262.759m
ACL 6 STRUCTURE - (281)
STA: 0+988.06
COVER LEVEL: 268.759m
IL:261.771m
ACL 6 STRUCTURE - (280)
STA: 0+908.06
COVER LEVEL: 268.759m
IL:261.851m
ACL 6 STRUCTURE - (299)
STA: 2+428.06
COVER LEVEL: 268.759m
IL:260.331m
ACL 6 STRUCTURE - (300)
STA: 2+508.06
COVER LEVEL: 268.759m
IL:260.251m
ACL 6 STRUCTURE - (282)
STA: 1+068.06
COVER LEVEL: 268.759m
IL:261.691m
ACL 6 STRUCTURE - (301)
STA: 2+588.06
COVER LEVEL: 268.759m
IL:260.171m
ACL 6 STRUCTURE - (298)
STA: 2+348.06
COVER LEVEL: 268.759m
IL:260.411m
ACL 6 STRUCTURE - (283)
STA: 1+148.06
COVER LEVEL: 268.759m
IL:261.611m
ACL 6 STRUCTURE - (277)
STA: 0+668.06
COVER LEVEL: 268.759m
IL:262.091m
ACL 6 STRUCTURE - (302)
STA: 2+668.06
COVER LEVEL: 268.759m
IL:260.091m
ACL 6 STRUCTURE - (297)
STA: 2+268.06
COVER LEVEL: 268.759m
IL:260.491m
ACL 6 STRUCTURE - (284)
STA: 1+228.06
COVER LEVEL: 268.759m
IL:261.531m
ACL 6 STRUCTURE - (279)
STA: 0+828.06
COVER LEVEL: 268.759m
IL:261.931m
ACL 6 STRUCTURE - (303)
STA: 2+748.06
COVER LEVEL: 268.759m
IL:260.011m
ACL 6 STRUCTURE - (276)
STA: 0+588.06
COVER LEVEL: 268.759m
IL:262.171m
ACL 6 STRUCTURE - (296)
STA: 2+188.06
COVER LEVEL: 268.759m
IL:260.571m
ACL 6 STRUCTURE - (285)
STA: 1+308.06
COVER LEVEL: 268.759m
IL:261.451m
ACL 6 STRUCTURE - (275)
STA: 0+508.06
COVER LEVEL: 268.759m
IL:262.251m
ACL 6 STRUCTURE - (304)
STA: 2+828.06
COVER LEVEL: 268.759m
IL:259.931m
ACL 6 STRUCTURE - (278)
STA: 0+748.06
COVER LEVEL: 268.759m
IL:262.011m
ACL 6 STRUCTURE - (295)
STA: 2+108.06
COVER LEVEL: 268.759m
IL:260.651m
ACL 6 STRUCTURE - (305)
STA: 2+844.38
COVER LEVEL: 268.759m
ACL 6 STRUCTURE - (286)
STA: 1+388.06
COVER LEVEL: 268.759m
IL:261.371m
ACL 6 STRUCTURE - (274)
STA: 0+428.06
COVER LEVEL: 268.759m
IL:262.331m
ACL 6 STRUCTURE - (291)
STA: 1+788.06
COVER LEVEL: 268.759m
IL:260.971m
ACL 6 STRUCTURE - (273)
STA: 0+348.06
COVER LEVEL: 268.759m
IL:262.411m
ACL 6 STRUCTURE - (290)
STA: 1+708.06
COVER LEVEL: 268.759m
IL:261.051m
ACL 6 STRUCTURE - (272)
STA: 0+268.06
COVER LEVEL: 268.759m
IL:262.491m
ACL 6 STRUCTURE - (294)
STA: 2+028.06
COVER LEVEL: 268.759m
IL:260.731m
ACL 6 STRUCTURE - (292)
STA: 1+868.06
COVER LEVEL: 268.759m
IL:260.891m
ACL 6 STRUCTURE - (287)
STA: 1+468.06
COVER LEVEL: 268.759m
IL:261.291m
ACL 6 STRUCTURE - (271)
STA: 0+188.06
COVER LEVEL: 268.071m
IL:262.571m
ACL 6 STRUCTURE - (293)
STA: 1+948.06
COVER LEVEL: 268.759m
IL:260.811m
ACL 6 STRUCTURE - (289)
STA: 1+628.06
COVER LEVEL: 268.759m
IL:261.131m
ACL 6 STRUCTURE - (270)
STA: 0+117.60
COVER LEVEL: 268.141m
IL:262.641m
ACL 6 STRUCTURE - (269)
STA: 0+080.00
COVER LEVEL: 268.179m
IL:262.679m
ACL 6 STRUCTURE - (288)
STA: 1+548.06
COVER LEVEL: 268.759m
IL:261.211m
ACL 6 STRUCTURE - (268)
STA:0+000
COVER LEVEL: 268.259m
IL:262.759m
ACL6 STP.01
STP.03
STP.04
STP.05
STP.06
STP.07
STP.08
STP.09
STP.10
STP.11
STP.12
STP.13
STP.14
STP.15
STP.16
RIVER
RIVER
RIVER
RIVER
RIVER
RIVER
STP.02
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
AREA OF POSSIBLE FLOOD INUNDATION OF 1 IN 25
YEARS RETURN PERIOD
TRUNKLINE FROM WUPA STP FROM ACL3A & 3B
CONNECT WITH ACL5 TO ACL6
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
STP.12
STP.13
STP.14
DN DN
DN
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
DN 3000mmCP CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
ORIGIN UTM(ZONE 32)
MODULE 1
GUI STP ACCESS ROAD GUI STP ACCESS ROAD GUI STP ACCESS ROAD
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
DN 3000mmCP CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
MODULE 1
MODULE 2
MODULE 3
MODULE 4
MODULE 5
STP.04
STP.05
STP.06
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
MODULE 1 STP
GUI STP ACCESS ROAD
MODULE 1
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
0000
SERIAL NO:
Passed by
SHEET
E.J. AMANA PSS
DATE
0 OF 496
TRUNK LINE NETWORKS/LIST OF DRAWINGS
- 487
KUKWABA
KUKWABA
KUKWABA
C16
INDUSTRIAL
AREA I AND
EXT
A09
GUZAPE
A04
ASOKORO
A03
GARKI 2
A01
GARKI 1
A00
CENTRAL AREA
A02
WUSE 1
A08
WUSE II
A07
WUSE II
A06
MAITAMA
A05
MAITAMA
B07
KATAMPE
B08
JAHI
B19
KATAMPEXTENSION
B09
KADO
B04
JABI
B10
DAKIBIYU
B03
WUYE
B05
UTAKO
B06
MABUSHI
B02
DURUMI
B01
GUDU
B11
KAURA
B13
GADUWA
B14
DUTSE
B12
DUBOYI
C10
WUMBA
C11
SARAJI
C12
KABUSA
C09
LOKONGOMA
C08
DAKWO
C07
GALADI-
MAWA
C13
OKANJE
C14
PYAKASA
C17
INDUSTRIAL
AREA II
C00
INSTITUTIONS
AND RESEARCH
C06
NBORA
C01
KARMO
C04
DAPE C02
GWARINPA I
C03
GWARINPA II
C18
BUNKORO
C15
WUPA
C05
KAFE
D
16
W
ARU
-PO
ZEM
A
D15
SHERETTI
CHECHE
D14
SHERETTI
D13
KETTI
NORTH
D17
KETTI
D18
KETTI
EAST
D19
BURUN
WEST
D20
BURUN
D24
BUDE
C19
SC-E
D23
BUDE WEST
D22
GWARI
D21
GIDARI
BAHAGWO
D25
KPOTO
WEST
D26
KPOTO
EAST
D27
CHAFE
D28
JAITE
D30
PARFUN
D29
MAMUSA
D09
KAGINI
D05
KARSANA
NORTH D01
KARSANA
EAST
D02
KARSANA
SOUTH
D06
KARSANA WEST
D07
SABO
GIDA
D12
KABA
D10
GWAGWA
D08
TASHA
D
0
3
I
D
O
G
A
R
I
D04
IDU
B15
SC-A
B16
SC-B
C20
SC-F
D31
SC-K
D32
SC-L
B17
SC-C
B18
SC-D
C23
SC-J
C22
SC-H
D34
SC-N
D35
SC-O
D36
SC-P
D37
SC-Q
D38
SC-R
D39
SC-S
KUKWABA
MAITAMA
EXTENTION
STP.01
STP.03
STP.0
4
STP.05
STP.06
STP.07
STP.08
STP.09
STP.10
STP.11
STP.12
STP.13
STP.14
STP.15
STP.16
RIV
ER
RIV
ER
RIV
ER
RIV
ER
RIV
ER
RIV
ER
STP.02
EFFLUENT WATER
RETENTION TANK
FLO
OD
AR
EA
OU
TS
IDE
ST
P SIT
E LA
YO
UT
STP ACCESS ROAD
STP ACCESS ROAD
SEWAGE OVERFLOW
RETENTION POND
SEWAGE OVERFLOW
RETENTION POND
SEWAGE OVERFLOW
RETENTION POND
SEWAGE OVERFLOW
RETENTION POND
AREA OF POSSIBLE FLOOD INUNDATION OF 1 IN 25
YEARS RETURN PERIOD
TRUNKLINE FROM WUPA STP FROM ACL3A & 3B
CONNECT WITH ACL5 TO ACL6
14
13
FLO
OD
AR
EA
OU
TS
IDE
ST
P SIT
E LA
YO
UT
FLO
OD
AR
EA
OU
TS
IDE
ST
P SIT
E LA
YO
UT
FLO
OD
AR
EA
OU
TS
IDE
STP SIT
E LA
YO
UT
14
14
14
STP.12
STP.13
STP.14
DN DN
DN 3000mmCP CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
HYDRO POWER
STATION
MAIN HYDROPOWER
GAS & WAREHOUSE
PARKING
10
9
A
DN
3000mmCP CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
DN 3000mmCP CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE
GATE SLUICE GATE
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE
GATE SLUICE
GATE
ORIGIN UTM(ZONE 32)
SOLAR
FARM
11
SOLAR
FARM
MODULE 1
STP
INTERNAL
ROAD
STP
INTERNAL
ROAD
STP
INTERNAL
ROAD
STP
INTERNAL
ROAD
STP
INTERNAL
ROAD
STP
INTERNAL
ROAD
STP
INTERNAL
ROAD
GUI STP ACCESS ROAD GUI STP ACCESS ROAD GUI STP ACCESS ROAD
RO
CK
DN
3000mmCP CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
EFFLUENT 3m OPEN
CHANNEL TO HYDRO
POWER
DN 3000mmCP CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE
GATE SLUICE GATE
EFFLUENT 3m OPEN
CHANNEL TO HYDRO
POWER
DN 3000mmCP
CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE
GATE SLUICE
GATE
EFFLUENT 3m OPEN
CHANNEL TO HYDRO
POWER
IV
IV
IV
IV
IV
IV
IV
IV
STP ACCESS ROAD
STP ACCESS ROAD
GATE HOUSE
MODULE 1
MODULE 2
MODULE 3
MODULE 4
MODULE 5
STP.0
4
STP.05
STP.06
SLUD
GE
DRYIN
G
BED
SLUD
GE
DRYIN
G
BED
SEWAGE OVERFLOW
RETENTION POND
THICKENER TANK
SLUDGE GRAVITY THICKENER TANK
SLUDGE GRAVITY
COLLECTION WELL
SLUDGE
DIGESTER
CHP UNIT
EFFLUENT
DISCHARGE
CHANNEL
DN 3000mmCP CENTERLINE OF SEWER
DN 3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE GATE
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
THICKENER TANK
SLUDGE GRAVITY
THICKENER TANK
SLUDGE GRAVITY
OUTLET
CHANNEL
OUTLET
CHANNEL
LOW
VOLTAGE
ROOM
CABLES
SELLER TRANSFORMER
W
W D
D W
STAIR
MODULE 1 STP
EFFLUENT 3m OPEN
CHANNEL TO HYDRO
POWER
GUI STP ACCESS ROAD
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
CHP - 1
CHP - 2
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
CHP - 3
MODULE 1
UV DISINFECTION
GAS STORAGE
TANKS
INLET
CHAMBERS
TO
COARSE
SCREEN TO
COARSE
SCREEN
TO
GRIT
REMOVAL
TANKS F
PUMPING
STATION
FD
COARSE
SCREEN
SCREW
PUMP
FINE
SCREEN
AERATED
GRIT
CHAMBERS
6.74 6.74 6.74 6.74 6.74
6.74
5.64
5.64
5.64
5.64
6.74 6.74 6.74 6.74 6.74
4.44 6.74 6.74
STP
INTERNAL
ROAD
STP
INTERNAL
ROAD
RO
CK
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
GATE HOUSE
FROM
COLLECTION
WELL
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
CHANNEL
1
CHANNEL
2
CHANNEL
3
CHANNEL
4
CHANNEL
5
FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL
ACL
6
ACL
6
SUCTION
PUMP
TRUCK
BAY
SAND TRAP LAYOUT
TRUCK
BAY
TRUCK
BAY
weight sensor &
Control
panel
weight sensor &
Control
panel
Suction pump
delivers sand to
20ton trucks
Sand
Sump
Sand
Sump Channel
DN 3000mmCP
CENTERLINE OF SEWER
DN
3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE
GATE
DN 3000mmCP
CENTERLINE OF SEWER
DN
3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE GATE SLUICE
GATE
SLUD
GE
DRYIN
G
BED
SLUD
GE
DRYIN
G
BED
THICKENER TANK
SLUDGE GRAVITY THICKENER TANK
SLUDGE GRAVITY
COLLECTION WELL
SLUDGE
DIGESTER
CHP UNIT
EFFLUENT
DISCHARGE
CHANNEL
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
THICKENER TANK
SLUDGE GRAVITY
THICKENER TANK
SLUDGE GRAVITY
OUTLET
CHANNEL
OUTLET
CHANNEL
LOW
VOLTAGE
ROOM
CABLES
SELLER TRANSFORMER
W
W D
D W
STAIR
EFFLUENT 3m OPEN
CHANNEL TO HYDRO
POWER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
CHP - 1
CHP - 2
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
CHP - 3
UV DISINFECTION
GAS STORAGE
TANKS
INLET
CHAMBERS
TO
COARSE
SCREEN TO
COARSE
SCREEN
TO
GRIT
REMOVAL
TANKS F
PUMPING
STATION
FD
COARSE
SCREEN
SCREW
PUMP
FINE
SCREEN
AERATED
GRIT
CHAMBERS
6.74 6.74 6.74 6.74 6.74
6.74
5.64
5.64
5.64
5.64
6.74 6.74 6.74 6.74 6.74
4.44 6.74 6.74
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
FROM
COLLECTION
WELL
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
CHANNEL
1
CHANNEL
2
CHANNEL
3
CHANNEL
4
CHANNEL
5
FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL
SLUD
GE
DRYIN
G
BED
SLUD
GE
DRYIN
G
BED
THICKENER TANK
SLUDGE GRAVITY THICKENER TANK
SLUDGE GRAVITY
COLLECTION WELL
SLUDGE
DIGESTER
CHP UNIT
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
THICKENER TANK
SLUDGE GRAVITY
THICKENER TANK
SLUDGE GRAVITY
OUTLET
CHANNEL
OUTLET
CHANNEL
LOW
VOLTAGE
ROOM
CABLES
SELLER TRANSFORMER
W W D
D W
STAIR
EFFLUENT 3m OPEN
CHANNEL TO HYDRO
POWER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
CHP - 1
CHP - 2
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
CHP - 3
UV DISINFECTION
GAS STORAGE
TANKS
INLET
CHAMBERS
TO
COARSE
SCREEN
TO
COARSE
SCREEN
TO
GRIT
REMOVAL
TANKS F
PUMPING
STATION
FD
COARSE
SCREEN
SCREW
PUMP
FINE
SCREEN
AERATED
GRIT
CHAMBERS
6.74 6.74 6.74 6.74 6.74
6.74
5.64
5.64
5.64
5.64
6.74 6.74 6.74 6.74 6.74
4.44 6.74 6.74
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
FROM
COLLECTION
WELL
CHANNEL
1
CHANNEL
2
CHANNEL
3
CHANNEL
4
CHANNEL
5
FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL
SLUD
GE
DRYIN
G
BED
SLUD
GE
DRYIN
G
BED
THICKENER TANK
SLUDGE GRAVITY THICKENER TANK
SLUDGE GRAVITY
COLLECTION WELL
SLUDGE
DIGESTER
CHP UNIT
EFFLUENT
DISCHARGE
CHANNEL
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
THICKENER TANK
SLUDGE GRAVITY
THICKENER TANK
SLUDGE GRAVITY
OUTLET
CHANNEL
OUTLET
CHANNEL
LOW
VOLTAGE
ROOM
CABLES
SELLER TRANSFORMER
W W D
D W
STAIR
EFFLUENT 3m OPEN
CHANNEL TO HYDRO
POWER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
CHP - 1
CHP - 2
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
CHP - 3
UV DISINFECTION
GAS STORAGE
TANKS
INLET
CHAMBERS
TO
COARSE
SCREEN
TO
COARSE
SCREEN
TO
GRIT
REMOVAL
TANKS F
PUMPING
STATION
FD
COARSE
SCREEN
SCREW
PUMP
FINE
SCREEN
AERATED
GRIT
CHAMBERS
6.74 6.74 6.74 6.74
6.74
6.74
5.64
5.64
5.64
5.64
6.74 6.74 6.74 6.74
6.74
4.44 6.74 6.74
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
FROM
COLLECTION
WELL
CHANNEL
1
CHANNEL
2
CHANNEL
3
CHANNEL
4
CHANNEL
5
FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL
SLUD
GE
DRYIN
G
BED
SLUD
GE
DRYIN
G
BED
THICKENER TANK
SLUDGE GRAVITY THICKENER TANK
SLUDGE GRAVITY
COLLECTION WELL
SLUDGE
DIGESTER
CHP UNIT
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
THICKENER TANK
SLUDGE GRAVITY
THICKENER TANK
SLUDGE GRAVITY
OUTLET
CHANNEL
OUTLET
CHANNEL
LOW
VOLTAGE
ROOM
CABLES
SELLER TRANSFORMER
W W D
D W
STAIR
EFFLUENT 3m OPEN
CHANNEL TO HYDRO
POWER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
SLUDGE
DIGESTER
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
SLUDGE
PUMP
STATION
CLARIFIER
PRIMARY
CLARIFIER
PRIMARY
CHP - 1
CHP - 2
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
SLUDGE
PUMP
STATION
CHP - 3
UV DISINFECTION
GAS STORAGE
TANKS
INLET
CHAMBERS
TO
COARSE
SCREEN TO
COARSE
SCREEN
TO
GRIT
REMOVAL
TANKS F
PUMPING
STATION
FD
COARSE
SCREEN
SCREW
PUMP
FINE
SCREEN
AERATED
GRIT
CHAMBERS
6.74 6.74 6.74 6.74
6.74
6.74
5.64
5.64
5.64
5.64
6.74 6.74 6.74 6.74
6.74
4.44 6.74 6.74
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
I
IV
FROM
COLLECTION
WELL
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
FROM
COLLECTION
WELL FROM
COLLECTION
WELL
CHANNEL
1
CHANNEL
2
CHANNEL
3
CHANNEL
4
CHANNEL
5
FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL FROM
COLLECTION
WELL
5 5
5
5 5
5
5
5
5
5
5 5
5
5 5
5
5
5 5
5
5
5
5 5
5
5 5
5 5
5
5 5
5
DW
1
BEDROOM
&
STUDIO
APT
3
BEDROOM
BUNGALOW
2 BEDROOM SEMI DETACHED
1
BEDROOM
&
STUDIO
APT
3 BEDROOM
BUNGALOW
1
BEDROOM
&
STUDIO
APT
3 BEDROOM
BUNGALOW
This
drawing,
printed
or
otherwise
and
the
work
executed
from
it,
remains
the
copyrighted
property
of
Amana
Consortium
Ltd.
The
drawing
may
not
be
used,
reproduced
or
copied
without
the
permission
of
Amana
Consortium
Ltd.
C
2022
SCALE
ISSUE
FEB 2022 1 : 100000
DIRECTOR, ENGINEERING DESIGN AND EVALUATION
REVISION SUFFIX
CLIENT'S APPROVAL
CHK
DSG
Checked by
Drawn by DRW
Designed by
DRAWING NO.
DRAWING TITLE
PROJECT NUMBER
PROJECT LOCATION
CONSULTANT:
PROJECT TITLE
Amana Consortium Ltd
315, AKIN OGUNLEWE STREET, OFF LIGALI
AYORINDE STREET,
VICTORIA ISLAND, LAGOS.
CLIENT
NO. DATE REVISION
CHKD.
APPRD.
DESIGN STAGE
DRAFT FINAL ENGINEERING DESIGN
DRAWINGS
ENGINEERING DESIGN OF EXPANDABLE MAIN
SEWAGE TREATMENT PLANT AT KANGO (GUI)
AND ASSOCIATED TRUNK LINES
FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA)
FCDA SECRETERIAT, BLOCK C, AREA 11, GARKI-ABUJA
FEDERAL REPUBLIC OF
NIGERIA
GUI, FCT, ABUJA.
ACL3/20-09
T
R
U
N
K
L
I
N
E
N
E
T
W
O
R
K
S
/ L
O
C
A
T
I
O
N
M
A
P
TLN/ZON/02-001
E.A. DANJUMA
A.A. LAWAL
A.O. KINGSLEY
LEGEND
Sewage Line Name LINE 01
Sewage line Chainage
Rock Outcrop
Contour with values
River
EXISTING SETTLEMENT
A
C
L
1
A
C
L
2
A
C
L
3
A
A
C
L
3
B
ACL4
ACL5
80.00m of
3,000
mm
Concrete
Pipe
@
0.10%
Invert
IN:
262.759m
Invert
Out:
262.679m
37.60m
of 3,000
mm
Concrete
Pipe
@
0.10%
Invert IN: 262.679m
Invert
Out:
262.641m
70.46m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.641m
Invert Out: 262.571m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.571m
Invert Out: 262.491m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.491m
Invert Out: 262.411m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.411m
Invert Out: 262.331m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.331m
Invert Out: 262.251m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.251m
Invert Out: 262.171m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.171m
Invert Out: 262.091m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.091m
Invert Out: 262.011m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.011m
Invert Out: 261.931m
80.00m of
3,000 mm Concrete Pipe
@
0.10%
I nvert IN: 261.931m
Invert Out: 261.851m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.851m
Invert Out: 261.771m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.771m
Invert Out: 261.691m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.691m
Invert Out: 261.611m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.611m
Invert Out: 261.531m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.531m
Invert Out: 261.451m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.451m
Invert Out: 261.371m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.371m
Invert Out: 261.291m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.291m
Invert Out: 261.211m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.211m
Invert Out: 261.131m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.131m
Invert Out: 261.051m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.051m
Invert Out: 260.971m
80.00m of
3,000 mm Concrete Pipe
@
0.10%
I nvert IN: 260.971m
Invert Out: 260.891m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.891m
Invert Out: 260.811m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.811m
Invert Out: 260.731m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.731m
Invert Out: 260.651m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.651m
Invert Out: 260.571m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.571m
Invert Out: 260.491m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.491m
Invert Out: 260.411m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.411m
Invert Out: 260.331m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.331m
Invert Out: 260.251m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.251m
Invert Out: 260.171m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.171m
Invert Out: 260.091m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.091m
Invert Out: 260.011m
80.00m of
3,000 mm Concrete Pipe
@
0.10%
I nvert IN: 260.011m
Invert Out: 259.931m
16.32m of
3,000 mm Concrete Pipe
@
0.10%
I nvert IN: 259.931m
Invert Out: 259.915m
ACL 6 STRUCTURE - (281)
STA: 0+988.06
COVER LEVEL: 268.759m
IL:261.771m ACL 6 STRUCTURE - (280)
STA: 0+908.06
COVER LEVEL: 268.759m
IL:261.851m
ACL 6 STRUCTURE - (299)
STA: 2+428.06
COVER LEVEL: 268.759m
IL:260.331m
ACL 6 STRUCTURE - (300)
STA: 2+508.06
COVER LEVEL: 268.759m
IL:260.251m ACL 6 STRUCTURE - (282)
STA: 1+068.06
COVER LEVEL: 268.759m
IL:261.691m
ACL 6 STRUCTURE - (301)
STA: 2+588.06
COVER LEVEL: 268.759m
IL:260.171m ACL 6 STRUCTURE - (298)
STA: 2+348.06
COVER LEVEL: 268.759m
IL:260.411m ACL 6 STRUCTURE - (283)
STA: 1+148.06
COVER LEVEL: 268.759m
IL:261.611m ACL 6 STRUCTURE - (277)
STA: 0+668.06
COVER LEVEL: 268.759m
IL:262.091m
ACL 6 STRUCTURE - (302)
STA: 2+668.06
COVER LEVEL: 268.759m
IL:260.091m ACL 6 STRUCTURE - (297)
STA: 2+268.06
COVER LEVEL: 268.759m
IL:260.491m ACL 6 STRUCTURE - (284)
STA: 1+228.06
COVER LEVEL: 268.759m
IL:261.531m ACL 6 STRUCTURE - (279)
STA: 0+828.06
COVER LEVEL: 268.759m
IL:261.931m
ACL 6 STRUCTURE - (303)
STA: 2+748.06
COVER LEVEL: 268.759m
IL:260.011m ACL 6 STRUCTURE - (276)
STA: 0+588.06
COVER LEVEL: 268.759m
IL:262.171m
ACL 6 STRUCTURE - (296)
STA: 2+188.06
COVER LEVEL: 268.759m
IL:260.571m ACL 6 STRUCTURE - (285)
STA: 1+308.06
COVER LEVEL: 268.759m
IL:261.451m ACL 6 STRUCTURE - (275)
STA: 0+508.06
COVER LEVEL: 268.759m
IL:262.251m
ACL 6 STRUCTURE - (304)
STA: 2+828.06
COVER LEVEL: 268.759m
IL:259.931m ACL 6 STRUCTURE - (278)
STA: 0+748.06
COVER LEVEL: 268.759m
IL:262.011m
ACL 6 STRUCTURE - (295)
STA: 2+108.06
COVER LEVEL: 268.759m
IL:260.651m ACL 6 STRUCTURE - (286)
STA: 1+388.06
COVER LEVEL: 268.759m
IL:261.371m ACL 6 STRUCTURE - (274)
STA: 0+428.06
COVER LEVEL: 268.759m
IL:262.331m
ACL 6 STRUCTURE - (291)
STA: 1+788.06
COVER LEVEL: 268.759m
IL:260.971m ACL 6 STRUCTURE - (273)
STA: 0+348.06
COVER LEVEL: 268.759m
IL:262.411m
ACL 6 STRUCTURE - (290)
STA: 1+708.06
COVER LEVEL: 268.759m
IL:261.051m ACL 6 STRUCTURE - (272)
STA: 0+268.06
COVER LEVEL: 268.759m
IL:262.491m
ACL 6 STRUCTURE - (294)
STA: 2+028.06
COVER LEVEL: 268.759m
IL:260.731m ACL 6 STRUCTURE - (292)
STA: 1+868.06
COVER LEVEL: 268.759m
IL:260.891m ACL 6 STRUCTURE - (287)
STA: 1+468.06
COVER LEVEL: 268.759m
IL:261.291m ACL 6 STRUCTURE - (271)
STA: 0+188.06
COVER LEVEL: 268.071m
IL:262.571m
ACL 6 STRUCTURE - (293)
STA: 1+948.06
COVER LEVEL: 268.759m
IL:260.811m ACL 6 STRUCTURE - (289)
STA: 1+628.06
COVER LEVEL: 268.759m
IL:261.131m ACL 6 STRUCTURE - (270)
STA: 0+117.60
COVER LEVEL: 268.141m
IL:262.641m
ACL 6 STRUCTURE - (269)
STA: 0+080.00
COVER LEVEL: 268.179m
IL:262.679m
ACL 6 STRUCTURE - (288)
STA: 1+548.06
COVER LEVEL: 268.759m
IL:261.211m
IL:262.759m
ACL 6 STRUCTURE - (281)
STA: 0+988.06
COVER LEVEL: 268.759m
IL:261.771m ACL 6 STRUCTURE - (280)
STA: 0+908.06
COVER LEVEL: 268.759m
IL:261.851m
ACL 6 STRUCTURE - (299)
STA: 2+428.06
COVER LEVEL: 268.759m
IL:260.331m
ACL 6 STRUCTURE - (300)
STA: 2+508.06
COVER LEVEL: 268.759m
IL:260.251m ACL 6 STRUCTURE - (282)
STA: 1+068.06
COVER LEVEL: 268.759m
IL:261.691m
ACL 6 STRUCTURE - (301)
STA: 2+588.06
COVER LEVEL: 268.759m
IL:260.171m ACL 6 STRUCTURE - (298)
STA: 2+348.06
COVER LEVEL: 268.759m
IL:260.411m ACL 6 STRUCTURE - (283)
STA: 1+148.06
COVER LEVEL: 268.759m
IL:261.611m ACL 6 STRUCTURE - (277)
STA: 0+668.06
COVER LEVEL: 268.759m
IL:262.091m
ACL 6 STRUCTURE - (302)
STA: 2+668.06
COVER LEVEL: 268.759m
IL:260.091m ACL 6 STRUCTURE - (297)
STA: 2+268.06
COVER LEVEL: 268.759m
IL:260.491m ACL 6 STRUCTURE - (284)
STA: 1+228.06
COVER LEVEL: 268.759m
IL:261.531m ACL 6 STRUCTURE - (279)
STA: 0+828.06
COVER LEVEL: 268.759m
IL:261.931m
ACL 6 STRUCTURE - (303)
STA: 2+748.06
COVER LEVEL: 268.759m
IL:260.011m ACL 6 STRUCTURE - (276)
STA: 0+588.06
COVER LEVEL: 268.759m
IL:262.171m
ACL 6 STRUCTURE - (296)
STA: 2+188.06
COVER LEVEL: 268.759m
IL:260.571m ACL 6 STRUCTURE - (285)
STA: 1+308.06
COVER LEVEL: 268.759m
IL:261.451m ACL 6 STRUCTURE - (275)
STA: 0+508.06
COVER LEVEL: 268.759m
IL:262.251m
ACL 6 STRUCTURE - (304)
STA: 2+828.06
COVER LEVEL: 268.759m
IL:259.931m ACL 6 STRUCTURE - (278)
STA: 0+748.06
COVER LEVEL: 268.759m
IL:262.011m
ACL 6 STRUCTURE - (295)
STA: 2+108.06
COVER LEVEL: 268.759m
IL:260.651m ACL 6 STRUCTURE - (286)
STA: 1+388.06
COVER LEVEL: 268.759m
IL:261.371m ACL 6 STRUCTURE - (274)
STA: 0+428.06
COVER LEVEL: 268.759m
IL:262.331m
ACL 6 STRUCTURE - (291)
STA: 1+788.06
COVER LEVEL: 268.759m
IL:260.971m ACL 6 STRUCTURE - (273)
STA: 0+348.06
COVER LEVEL: 268.759m
IL:262.411m
ACL 6 STRUCTURE - (290)
STA: 1+708.06
COVER LEVEL: 268.759m
IL:261.051m ACL 6 STRUCTURE - (272)
STA: 0+268.06
COVER LEVEL: 268.759m
IL:262.491m
ACL 6 STRUCTURE - (294)
STA: 2+028.06
COVER LEVEL: 268.759m
IL:260.731m ACL 6 STRUCTURE - (292)
STA: 1+868.06
COVER LEVEL: 268.759m
IL:260.891m ACL 6 STRUCTURE - (287)
STA: 1+468.06
COVER LEVEL: 268.759m
IL:261.291m ACL 6 STRUCTURE - (271)
STA: 0+188.06
COVER LEVEL: 268.071m
IL:262.571m
ACL 6 STRUCTURE - (293)
STA: 1+948.06
COVER LEVEL: 268.759m
IL:260.811m ACL 6 STRUCTURE - (289)
STA: 1+628.06
COVER LEVEL: 268.759m
IL:261.131m ACL 6 STRUCTURE - (270)
STA: 0+117.60
COVER LEVEL: 268.141m
IL:262.641m
ACL 6 STRUCTURE - (269)
STA: 0+080.00
COVER LEVEL: 268.179m
IL:262.679m
ACL 6 STRUCTURE - (288)
STA: 1+548.06
COVER LEVEL: 268.759m
IL:261.211m
IL:262.759m
ACL 6 STRUCTURE - (281)
STA: 0+988.06
COVER LEVEL: 268.759m
IL:261.771m ACL 6 STRUCTURE - (280)
STA: 0+908.06
COVER LEVEL: 268.759m
IL:261.851m
ACL 6 STRUCTURE - (299)
STA: 2+428.06
COVER LEVEL: 268.759m
IL:260.331m
ACL 6 STRUCTURE - (300)
STA: 2+508.06
COVER LEVEL: 268.759m
IL:260.251m ACL 6 STRUCTURE - (282)
STA: 1+068.06
COVER LEVEL: 268.759m
IL:261.691m
ACL 6 STRUCTURE - (301)
STA: 2+588.06
COVER LEVEL: 268.759m
IL:260.171m ACL 6 STRUCTURE - (298)
STA: 2+348.06
COVER LEVEL: 268.759m
IL:260.411m ACL 6 STRUCTURE - (283)
STA: 1+148.06
COVER LEVEL: 268.759m
IL:261.611m ACL 6 STRUCTURE - (277)
STA: 0+668.06
COVER LEVEL: 268.759m
IL:262.091m
ACL 6 STRUCTURE - (302)
STA: 2+668.06
COVER LEVEL: 268.759m
IL:260.091m ACL 6 STRUCTURE - (297)
STA: 2+268.06
COVER LEVEL: 268.759m
IL:260.491m ACL 6 STRUCTURE - (284)
STA: 1+228.06
COVER LEVEL: 268.759m
IL:261.531m ACL 6 STRUCTURE - (279)
STA: 0+828.06
COVER LEVEL: 268.759m
IL:261.931m
ACL 6 STRUCTURE - (303)
STA: 2+748.06
COVER LEVEL: 268.759m
IL:260.011m ACL 6 STRUCTURE - (276)
STA: 0+588.06
COVER LEVEL: 268.759m
IL:262.171m
ACL 6 STRUCTURE - (296)
STA: 2+188.06
COVER LEVEL: 268.759m
IL:260.571m ACL 6 STRUCTURE - (285)
STA: 1+308.06
COVER LEVEL: 268.759m
IL:261.451m ACL 6 STRUCTURE - (275)
STA: 0+508.06
COVER LEVEL: 268.759m
IL:262.251m
ACL 6 STRUCTURE - (304)
STA: 2+828.06
COVER LEVEL: 268.759m
IL:259.931m ACL 6 STRUCTURE - (278)
STA: 0+748.06
COVER LEVEL: 268.759m
IL:262.011m
ACL 6 STRUCTURE - (295)
STA: 2+108.06
COVER LEVEL: 268.759m
IL:260.651m
ACL 6 STRUCTURE - (305)
STA: 2+844.38
COVER LEVEL: 268.759m ACL 6 STRUCTURE - (286)
STA: 1+388.06
COVER LEVEL: 268.759m
IL:261.371m ACL 6 STRUCTURE - (274)
STA: 0+428.06
COVER LEVEL: 268.759m
IL:262.331m
ACL 6 STRUCTURE - (291)
STA: 1+788.06
COVER LEVEL: 268.759m
IL:260.971m ACL 6 STRUCTURE - (273)
STA: 0+348.06
COVER LEVEL: 268.759m
IL:262.411m
ACL 6 STRUCTURE - (290)
STA: 1+708.06
COVER LEVEL: 268.759m
IL:261.051m ACL 6 STRUCTURE - (272)
STA: 0+268.06
COVER LEVEL: 268.759m
IL:262.491m
ACL 6 STRUCTURE - (294)
STA: 2+028.06
COVER LEVEL: 268.759m
IL:260.731m ACL 6 STRUCTURE - (292)
STA: 1+868.06
COVER LEVEL: 268.759m
IL:260.891m ACL 6 STRUCTURE - (287)
STA: 1+468.06
COVER LEVEL: 268.759m
IL:261.291m ACL 6 STRUCTURE - (271)
STA: 0+188.06
COVER LEVEL: 268.071m
IL:262.571m
ACL 6 STRUCTURE - (293)
STA: 1+948.06
COVER LEVEL: 268.759m
IL:260.811m ACL 6 STRUCTURE - (289)
STA: 1+628.06
COVER LEVEL: 268.759m
IL:261.131m ACL 6 STRUCTURE - (270)
STA: 0+117.60
COVER LEVEL: 268.141m
IL:262.641m
ACL 6 STRUCTURE - (269)
STA: 0+080.00
COVER LEVEL: 268.179m
IL:262.679m
ACL 6 STRUCTURE - (288)
STA: 1+548.06
COVER LEVEL: 268.759m
IL:261.211m
ACL 6 STRUCTURE - (268)
STA:0+000
COVER LEVEL: 268.259m
IL:262.759m
ACL6 STP.01
STP.03
STP.04
STP.05
STP.06
STP.07
STP.08
STP.09
STP.10
STP.11
STP.12
STP.13
STP.14
STP.15
STP.16
RIVER
RIVER
RIVER
RIVER
RIVER
RIVER
STP.02
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
AREA OF POSSIBLE FLOOD INUNDATION OF 1 IN 25
YEARS RETURN PERIOD
TRUNKLINE FROM WUPA STP FROM ACL3A & 3B
CONNECT WITH ACL5 TO ACL6
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
STP.12
STP.13
STP.14
DN
DN
DN
DN
3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCPDN
2000mmCP FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE
DN 3000mmCP
CENTERLINE OF SEWER
DN
3000mmCPDN
2000mmCP FLOW OF SEWAGE
SLUICE
GATE SLUICE
GATE
DN
3000mmCP
CENTERLINE
OF
SEWER
DN 3000mmCP DN
2000mmCP FLOW OF SEWAGE
SLUICE GATE SLUICE
GATE
DN 3000mmCP CENTERLINE
OF
SEWER
DN
3000mmCPDN
2000mmCP FLOW
OF
SEWAGE
SLUICE
GATE SLUICE GATE
ORIGIN UTM(ZONE 32)
MODULE 1
GUI STP ACCESS ROAD GUI STP ACCESS ROAD GUI STP ACCESS ROAD
DN 3000mmCP
CENTERLINE OF SEWER
DN
3000mmCPDN
2000mmCP FLOW OF SEWAGE
SLUICE
GATE SLUICE
GATE
DN
3000mmCP
CENTERLINE
OF
SEWER
DN 3000mmCP DN
2000mmCP FLOW OF SEWAGE
SLUICE GATE SLUICE
GATE
DN 3000mmCP CENTERLINE
OF
SEWER
DN
3000mmCPDN
2000mmCP FLOW
OF
SEWAGE
SLUICE
GATE SLUICE GATE
MODULE 1
MODULE
2
MODULE
3
MODULE 4
MODULE 5
STP.04
STP.05
STP.06
DN
3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCPDN
2000mmCP FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE
MODULE 1 STP
GUI STP ACCESS ROAD
MODULE 1
DN
3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCP DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE DN
3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCP DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE
0
0
0
0
SERIAL NO:
Passed by PSS
DATE
E.J. AMANA
SHEET
1 OF 496
River
Sewage Line Name LINE 01
Sewage line Chainage
Rock Outcrop
Contour with values EXISTING SETTLEMENT
EXISTING MINI SEWAGE TREATMENT
PLANT
SEWAGE TREATMENT PLANT AT GUI
This
drawing,
printed
or
otherwise
and
the
work
executed
from
it,
remains
the
copyrighted
property
of
Amana
Consortium
Ltd.
The
drawing
may
not
be
used,
reproduced
or
copied
without
the
permission
of
Amana
Consortium
Ltd.
C
2022
SCALE
ISSUE
FEB 2022 N.T.S.
DIRECTOR, ENGINEERING DESIGN AND EVALUATION
REVISION SUFFIX
CLIENT'S APPROVAL
CHK
DSG
Checked by
Drawn by DRW
Designed by
DRAWING NO.
DRAWING TITLE
PROJECT NUMBER
PROJECT LOCATION
CONSULTANT:
PROJECT TITLE
Amana Consortium Ltd
315, AKIN OGUNLEWE STREET, OFF LIGALI
AYORINDE STREET,
VICTORIA ISLAND, LAGOS.
CLIENT
NO. DATE REVISION
CHKD.
APPRD.
DESIGN STAGE
DRAFT FINAL ENGINEERING DESIGN
DRAWINGS
ENGINEERING DESIGN OF EXPANDABLE MAIN
SEWAGE TREATMENT PLANT AT KANGO (GUI)
AND ASSOCIATED TRUNK LINES
FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA)
FCDA SECRETERIAT, BLOCK C, AREA 11, GARKI-ABUJA
FEDERAL REPUBLIC OF
NIGERIA
GUI, FCT, ABUJA.
ACL3/20-09
T
R
U
N
K
L
I
N
E
N
E
T
W
O
R
K
S
/ L
E
G
E
N
D
TLN/ZON/02-002
E.A. DANJUMA
A.A. LAWAL
A.O. KINGSLEY
LEGEND
Sewage Line Name LINE 01
Sewage line Chainage
Rock Outcrop
Contour with values
River
EXISTING SETTLEMENT
A
C
L
1
A
C
L
2
A
C
L
3
A
A
C
L
3
B
ACL4
ACL5
80.00m
of
3,000
mm
Concrete
Pipe
@ 0.10%
Invert
IN:
262.759m
Invert Out: 262.679m
37.60m
of
3,000
mm
Concrete
Pipe
@ 0.10%
Invert
IN:
262.679m
Invert Out: 262.641m
70.46m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.641m
Invert Out: 262.571m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.571m
Invert Out: 262.491m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.491m
Invert Out: 262.411m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.411m
Invert Out: 262.331m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.331m
Invert Out: 262.251m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.251m
Invert Out: 262.171m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.171m
Invert Out: 262.091m
80.00m of
3,000 mm Concrete Pipe
@
0.10%
Invert IN: 262.091m
Invert Out: 262.011m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 262.011m
Invert Out: 261.931m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.931m
Invert Out: 261.851m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.851m
Invert Out: 261.771m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.771m
Invert Out: 261.691m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.691m
Invert Out: 261.611m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.611m
Invert Out: 261.531m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.531m
Invert Out: 261.451m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.451m
Invert Out: 261.371m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.371m
Invert Out: 261.291m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.291m
Invert Out: 261.211m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.211m
Invert Out: 261.131m
80.00m of
3,000 mm Concrete Pipe
@
0.10%
Invert IN: 261.131m
Invert Out: 261.051m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 261.051m
Invert Out: 260.971m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.971m
Invert Out: 260.891m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.891m
Invert Out: 260.811m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.811m
Invert Out: 260.731m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.731m
Invert Out: 260.651m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.651m
Invert Out: 260.571m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.571m
Invert Out: 260.491m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.491m
Invert Out: 260.411m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.411m
Invert Out: 260.331m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.331m
Invert Out: 260.251m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.251m
Invert Out: 260.171m
80.00m of
3,000 mm Concrete Pipe
@
0.10%
Invert IN: 260.171m
Invert Out: 260.091m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.091m
Invert Out: 260.011m
80.00m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 260.011m
Invert Out: 259.931m
16.32m of
3,000 mm Concrete Pipe
@ 0.10%
Invert IN: 259.931m
Invert Out: 259.915m
ACL 6 STRUCTURE - (281)
STA: 0+988.06
COVER LEVEL: 268.759m
IL:261.771m
ACL 6 STRUCTURE - (280)
STA: 0+908.06
COVER LEVEL: 268.759m
IL:261.851m
ACL 6 STRUCTURE - (299)
STA: 2+428.06
COVER LEVEL: 268.759m
IL:260.331m
ACL 6 STRUCTURE - (300)
STA: 2+508.06
COVER LEVEL: 268.759m
IL:260.251m
ACL 6 STRUCTURE - (282)
STA: 1+068.06
COVER LEVEL: 268.759m
IL:261.691m
ACL 6 STRUCTURE - (301)
STA: 2+588.06
COVER LEVEL: 268.759m
IL:260.171m
ACL 6 STRUCTURE - (298)
STA: 2+348.06
COVER LEVEL: 268.759m
IL:260.411m
ACL 6 STRUCTURE - (283)
STA: 1+148.06
COVER LEVEL: 268.759m
IL:261.611m
ACL 6 STRUCTURE - (277)
STA: 0+668.06
COVER LEVEL: 268.759m
IL:262.091m
ACL 6 STRUCTURE - (302)
STA: 2+668.06
COVER LEVEL: 268.759m
IL:260.091m
ACL 6 STRUCTURE - (297)
STA: 2+268.06
COVER LEVEL: 268.759m
IL:260.491m
ACL 6 STRUCTURE - (284)
STA: 1+228.06
COVER LEVEL: 268.759m
IL:261.531m
ACL 6 STRUCTURE - (279)
STA: 0+828.06
COVER LEVEL: 268.759m
IL:261.931m
ACL 6 STRUCTURE - (303)
STA: 2+748.06
COVER LEVEL: 268.759m
IL:260.011m
ACL 6 STRUCTURE - (276)
STA: 0+588.06
COVER LEVEL: 268.759m
IL:262.171m
ACL 6 STRUCTURE - (296)
STA: 2+188.06
COVER LEVEL: 268.759m
IL:260.571m
ACL 6 STRUCTURE - (285)
STA: 1+308.06
COVER LEVEL: 268.759m
IL:261.451m
ACL 6 STRUCTURE - (275)
STA: 0+508.06
COVER LEVEL: 268.759m
IL:262.251m
ACL 6 STRUCTURE - (304)
STA: 2+828.06
COVER LEVEL: 268.759m
IL:259.931m
ACL 6 STRUCTURE - (278)
STA: 0+748.06
COVER LEVEL: 268.759m
IL:262.011m
ACL 6 STRUCTURE - (295)
STA: 2+108.06
COVER LEVEL: 268.759m
IL:260.651m
ACL 6 STRUCTURE - (286)
STA: 1+388.06
COVER LEVEL: 268.759m
IL:261.371m
ACL 6 STRUCTURE - (274)
STA: 0+428.06
COVER LEVEL: 268.759m
IL:262.331m
ACL 6 STRUCTURE - (291)
STA: 1+788.06
COVER LEVEL: 268.759m
IL:260.971m
ACL 6 STRUCTURE - (273)
STA: 0+348.06
COVER LEVEL: 268.759m
IL:262.411m
ACL 6 STRUCTURE - (290)
STA: 1+708.06
COVER LEVEL: 268.759m
IL:261.051m
ACL 6 STRUCTURE - (272)
STA: 0+268.06
COVER LEVEL: 268.759m
IL:262.491m
ACL 6 STRUCTURE - (294)
STA: 2+028.06
COVER LEVEL: 268.759m
IL:260.731m
ACL 6 STRUCTURE - (292)
STA: 1+868.06
COVER LEVEL: 268.759m
IL:260.891m
ACL 6 STRUCTURE - (287)
STA: 1+468.06
COVER LEVEL: 268.759m
IL:261.291m
ACL 6 STRUCTURE - (271)
STA: 0+188.06
COVER LEVEL: 268.071m
IL:262.571m
ACL 6 STRUCTURE - (293)
STA: 1+948.06
COVER LEVEL: 268.759m
IL:260.811m
ACL 6 STRUCTURE - (289)
STA: 1+628.06
COVER LEVEL: 268.759m
IL:261.131m
ACL 6 STRUCTURE - (270)
STA: 0+117.60
COVER LEVEL: 268.141m
IL:262.641m
ACL 6 STRUCTURE - (269)
STA: 0+080.00
COVER LEVEL: 268.179m
IL:262.679m
ACL 6 STRUCTURE - (288)
STA: 1+548.06
COVER LEVEL: 268.759m
IL:261.211m
IL:262.759m
ACL 6 STRUCTURE - (281)
STA: 0+988.06
COVER LEVEL: 268.759m
IL:261.771m
ACL 6 STRUCTURE - (280)
STA: 0+908.06
COVER LEVEL: 268.759m
IL:261.851m
ACL 6 STRUCTURE - (299)
STA: 2+428.06
COVER LEVEL: 268.759m
IL:260.331m
ACL 6 STRUCTURE - (300)
STA: 2+508.06
COVER LEVEL: 268.759m
IL:260.251m
ACL 6 STRUCTURE - (282)
STA: 1+068.06
COVER LEVEL: 268.759m
IL:261.691m
ACL 6 STRUCTURE - (301)
STA: 2+588.06
COVER LEVEL: 268.759m
IL:260.171m
ACL 6 STRUCTURE - (298)
STA: 2+348.06
COVER LEVEL: 268.759m
IL:260.411m
ACL 6 STRUCTURE - (283)
STA: 1+148.06
COVER LEVEL: 268.759m
IL:261.611m
ACL 6 STRUCTURE - (277)
STA: 0+668.06
COVER LEVEL: 268.759m
IL:262.091m
ACL 6 STRUCTURE - (302)
STA: 2+668.06
COVER LEVEL: 268.759m
IL:260.091m
ACL 6 STRUCTURE - (297)
STA: 2+268.06
COVER LEVEL: 268.759m
IL:260.491m
ACL 6 STRUCTURE - (284)
STA: 1+228.06
COVER LEVEL: 268.759m
IL:261.531m
ACL 6 STRUCTURE - (279)
STA: 0+828.06
COVER LEVEL: 268.759m
IL:261.931m
ACL 6 STRUCTURE - (303)
STA: 2+748.06
COVER LEVEL: 268.759m
IL:260.011m
ACL 6 STRUCTURE - (276)
STA: 0+588.06
COVER LEVEL: 268.759m
IL:262.171m
ACL 6 STRUCTURE - (296)
STA: 2+188.06
COVER LEVEL: 268.759m
IL:260.571m
ACL 6 STRUCTURE - (285)
STA: 1+308.06
COVER LEVEL: 268.759m
IL:261.451m
ACL 6 STRUCTURE - (275)
STA: 0+508.06
COVER LEVEL: 268.759m
IL:262.251m
ACL 6 STRUCTURE - (304)
STA: 2+828.06
COVER LEVEL: 268.759m
IL:259.931m
ACL 6 STRUCTURE - (278)
STA: 0+748.06
COVER LEVEL: 268.759m
IL:262.011m
ACL 6 STRUCTURE - (295)
STA: 2+108.06
COVER LEVEL: 268.759m
IL:260.651m
ACL 6 STRUCTURE - (286)
STA: 1+388.06
COVER LEVEL: 268.759m
IL:261.371m
ACL 6 STRUCTURE - (274)
STA: 0+428.06
COVER LEVEL: 268.759m
IL:262.331m
ACL 6 STRUCTURE - (291)
STA: 1+788.06
COVER LEVEL: 268.759m
IL:260.971m
ACL 6 STRUCTURE - (273)
STA: 0+348.06
COVER LEVEL: 268.759m
IL:262.411m
ACL 6 STRUCTURE - (290)
STA: 1+708.06
COVER LEVEL: 268.759m
IL:261.051m
ACL 6 STRUCTURE - (272)
STA: 0+268.06
COVER LEVEL: 268.759m
IL:262.491m
ACL 6 STRUCTURE - (294)
STA: 2+028.06
COVER LEVEL: 268.759m
IL:260.731m
ACL 6 STRUCTURE - (292)
STA: 1+868.06
COVER LEVEL: 268.759m
IL:260.891m
ACL 6 STRUCTURE - (287)
STA: 1+468.06
COVER LEVEL: 268.759m
IL:261.291m
ACL 6 STRUCTURE - (271)
STA: 0+188.06
COVER LEVEL: 268.071m
IL:262.571m
ACL 6 STRUCTURE - (293)
STA: 1+948.06
COVER LEVEL: 268.759m
IL:260.811m
ACL 6 STRUCTURE - (289)
STA: 1+628.06
COVER LEVEL: 268.759m
IL:261.131m
ACL 6 STRUCTURE - (270)
STA: 0+117.60
COVER LEVEL: 268.141m
IL:262.641m
ACL 6 STRUCTURE - (269)
STA: 0+080.00
COVER LEVEL: 268.179m
IL:262.679m
ACL 6 STRUCTURE - (288)
STA: 1+548.06
COVER LEVEL: 268.759m
IL:261.211m
IL:262.759m
ACL 6 STRUCTURE - (281)
STA: 0+988.06
COVER LEVEL: 268.759m
IL:261.771m
ACL 6 STRUCTURE - (280)
STA: 0+908.06
COVER LEVEL: 268.759m
IL:261.851m
ACL 6 STRUCTURE - (299)
STA: 2+428.06
COVER LEVEL: 268.759m
IL:260.331m
ACL 6 STRUCTURE - (300)
STA: 2+508.06
COVER LEVEL: 268.759m
IL:260.251m
ACL 6 STRUCTURE - (282)
STA: 1+068.06
COVER LEVEL: 268.759m
IL:261.691m
ACL 6 STRUCTURE - (301)
STA: 2+588.06
COVER LEVEL: 268.759m
IL:260.171m
ACL 6 STRUCTURE - (298)
STA: 2+348.06
COVER LEVEL: 268.759m
IL:260.411m
ACL 6 STRUCTURE - (283)
STA: 1+148.06
COVER LEVEL: 268.759m
IL:261.611m
ACL 6 STRUCTURE - (277)
STA: 0+668.06
COVER LEVEL: 268.759m
IL:262.091m
ACL 6 STRUCTURE - (302)
STA: 2+668.06
COVER LEVEL: 268.759m
IL:260.091m
ACL 6 STRUCTURE - (297)
STA: 2+268.06
COVER LEVEL: 268.759m
IL:260.491m
ACL 6 STRUCTURE - (284)
STA: 1+228.06
COVER LEVEL: 268.759m
IL:261.531m
ACL 6 STRUCTURE - (279)
STA: 0+828.06
COVER LEVEL: 268.759m
IL:261.931m
ACL 6 STRUCTURE - (303)
STA: 2+748.06
COVER LEVEL: 268.759m
IL:260.011m
ACL 6 STRUCTURE - (276)
STA: 0+588.06
COVER LEVEL: 268.759m
IL:262.171m
ACL 6 STRUCTURE - (296)
STA: 2+188.06
COVER LEVEL: 268.759m
IL:260.571m
ACL 6 STRUCTURE - (285)
STA: 1+308.06
COVER LEVEL: 268.759m
IL:261.451m
ACL 6 STRUCTURE - (275)
STA: 0+508.06
COVER LEVEL: 268.759m
IL:262.251m
ACL 6 STRUCTURE - (304)
STA: 2+828.06
COVER LEVEL: 268.759m
IL:259.931m
ACL 6 STRUCTURE - (278)
STA: 0+748.06
COVER LEVEL: 268.759m
IL:262.011m
ACL 6 STRUCTURE - (295)
STA: 2+108.06
COVER LEVEL: 268.759m
IL:260.651m
ACL 6 STRUCTURE - (305)
STA: 2+844.38
COVER LEVEL: 268.759m
ACL 6 STRUCTURE - (286)
STA: 1+388.06
COVER LEVEL: 268.759m
IL:261.371m
ACL 6 STRUCTURE - (274)
STA: 0+428.06
COVER LEVEL: 268.759m
IL:262.331m
ACL 6 STRUCTURE - (291)
STA: 1+788.06
COVER LEVEL: 268.759m
IL:260.971m
ACL 6 STRUCTURE - (273)
STA: 0+348.06
COVER LEVEL: 268.759m
IL:262.411m
ACL 6 STRUCTURE - (290)
STA: 1+708.06
COVER LEVEL: 268.759m
IL:261.051m
ACL 6 STRUCTURE - (272)
STA: 0+268.06
COVER LEVEL: 268.759m
IL:262.491m
ACL 6 STRUCTURE - (294)
STA: 2+028.06
COVER LEVEL: 268.759m
IL:260.731m
ACL 6 STRUCTURE - (292)
STA: 1+868.06
COVER LEVEL: 268.759m
IL:260.891m
ACL 6 STRUCTURE - (287)
STA: 1+468.06
COVER LEVEL: 268.759m
IL:261.291m
ACL 6 STRUCTURE - (271)
STA: 0+188.06
COVER LEVEL: 268.071m
IL:262.571m
ACL 6 STRUCTURE - (293)
STA: 1+948.06
COVER LEVEL: 268.759m
IL:260.811m
ACL 6 STRUCTURE - (289)
STA: 1+628.06
COVER LEVEL: 268.759m
IL:261.131m
ACL 6 STRUCTURE - (270)
STA: 0+117.60
COVER LEVEL: 268.141m
IL:262.641m
ACL 6 STRUCTURE - (269)
STA: 0+080.00
COVER LEVEL: 268.179m
IL:262.679m
ACL 6 STRUCTURE - (288)
STA: 1+548.06
COVER LEVEL: 268.759m
IL:261.211m
ACL 6 STRUCTURE - (268)
STA:0+000
COVER LEVEL: 268.259m
IL:262.759m
ACL6 STP.01
STP.03
STP.04
STP.05
STP.06
STP.07
STP.08
STP.09
STP.10
STP.11
STP.12
STP.13
STP.14
STP.15
STP.16
RIVER
RIVER
RIVER
RIVER
RIVER
RIVER
STP.02
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
AREA OF POSSIBLE FLOOD INUNDATION OF 1 IN 25
YEARS RETURN PERIOD
TRUNKLINE FROM WUPA STP FROM ACL3A & 3B
CONNECT WITH ACL5 TO ACL6
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
FLOOD
AREA
OUTSIDE
STP
SITE
LAYOUT
STP.12
STP.13
STP.14
DN
DN
DN
DN
3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCP
DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE
DN 3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCP
DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE GATE
DN
3000mmCP
CENTERLINE OF SEWER
DN
3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE
GATE SLUICE
GATE
DN
3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCP
DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE
ORIGIN UTM(ZONE 32)
MODULE 1
GUI STP ACCESS ROAD GUI STP ACCESS ROAD GUI STP ACCESS ROAD
DN 3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCP
DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE GATE
DN
3000mmCP
CENTERLINE OF SEWER
DN
3000mmCP
DN
2000mmCP
FLOW OF SEWAGE
SLUICE
GATE SLUICE
GATE
DN
3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCP
DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE
MODULE 1
MODULE 2
MODULE 3
MODULE 4
MODULE
5
STP.04
STP.05
STP.06
DN
3000mmCP
CENTERLINE
OF
SEWER
DN
3000mmCP
DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE
MODULE 1 STP
GUI STP ACCESS ROAD
MODULE 1
DN
3000mmCP
CENTERLINE
OF
SEWER
DN 3000mmCP
DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE
DN
3000mmCP
CENTERLINE
OF
SEWER
DN 3000mmCP
DN
2000mmCP
FLOW
OF
SEWAGE
SLUICE
GATE SLUICE
GATE
0
0
0
0
SERIAL NO:
Passed by
SHEET
PSS
DATE
E.J. AMANA
2 OF 496
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
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UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
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UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
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UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
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UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
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UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf
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UPDATED TRUNKLINE DRAFT FINAL DRAWINGS PART 1.pdf

  • 1. CLIENT CONSULTANT FAITH & UNITY PROGRESS & PEACE DRAFT FINAL ENGINEERING DESIGN DRAWINGS FEDERAL REPUBLIC OF NIGERIA SEPTEMBER 2022 ENGINEERING DESIGN OF EXPANDABLE MAIN SEWAGE TREATMENT PLANT AT GUI AND ASSOCIATED TRUNK LINES Amana Consortium Ltd 315, Akin Ogunlewe Street, Off Ligali Ayorinde Street, Victoria Island, Lagos FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA) FCDA SECRETARIAT, BLOCK C, AREA 11, GARKI -ABUJA TRUNK LINE DESIGN FEDERAL REPUBLIC OF NIGERIA FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA) FCDA SECRETARIAT, BLOCK C, AREA 11, GARKI -ABUJA ( ACL1, ACL2, ACL3, ACL4, ACL5, AND ACL6)
  • 2. 01 02 03 - 328 329 - 477 478 - 482 483 - 487 488 489 ROAD CROSSING DETAILS CHAMBER DETAILS RIVER CROSSING DETAILS RIVER CROSSING SCHEDULE FOUL WATER DRAINAGE NETWORK MANHOLE DETAILS FOUL WATER DRAINAGE NETWORK MANHOLE DETAILS PIPE SCHEDULE MANHOLE SCHEDULE SEWAGE NETWORKS GENERAL LAYOUT PLAN AND PROFILE LEGEND LOCATION MAP 490 491 - 494 495 496 This drawing, printed or otherwise and the work executed from it, remains the copyrighted property of Amana Consortium Ltd. The drawing may not be used, reproduced or copied without the permission of Amana Consortium Ltd. C 2022 SCALE ISSUE FEB 2022 1 : 75000 DIRECTOR, ENGINEERING DESIGN AND EVALUATION REVISION SUFFIX CLIENT'S APPROVAL CHK DSG Checked by Drawn by DRW Designed by DRAWING NO. DRAWING TITLE PROJECT NUMBER PROJECT LOCATION CONSULTANT: PROJECT TITLE Amana Consortium Ltd 315, AKIN OGUNLEWE STREET, OFF LIGALI AYORINDE STREET, VICTORIA ISLAND, LAGOS. CLIENT NO. DATE REVISION CHKD. APPRD. DESIGN STAGE DRAFT FINAL ENGINEERING DESIGN DRAWINGS ENGINEERING DESIGN OF EXPANDABLE MAIN SEWAGE TREATMENT PLANT AT KANGO (GUI) AND ASSOCIATED TRUNK LINES FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA) FCDA SECRETERIAT, BLOCK C, AREA 11, GARKI-ABUJA FEDERAL REPUBLIC OF NIGERIA GUI, FCT, ABUJA. ACL3/20-09 TLN/ZON/02-000 E.A. DANJUMA A.A. LAWAL A.O. KINGSLEY LEGEND A C L 1 A C L 2 A C L 3 A A C L 3 B ACL4 ACL5 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.759m Invert Out: 262.679m 37.60m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.679m Invert Out: 262.641m 70.46m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.641m Invert Out: 262.571m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.571m Invert Out: 262.491m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.491m Invert Out: 262.411m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.411m Invert Out: 262.331m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.331m Invert Out: 262.251m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.251m Invert Out: 262.171m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.171m Invert Out: 262.091m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.091m Invert Out: 262.011m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.011m Invert Out: 261.931m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.931m Invert Out: 261.851m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.851m Invert Out: 261.771m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.771m Invert Out: 261.691m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.691m Invert Out: 261.611m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.611m Invert Out: 261.531m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.531m Invert Out: 261.451m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.451m Invert Out: 261.371m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.371m Invert Out: 261.291m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.291m Invert Out: 261.211m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.211m Invert Out: 261.131m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.131m Invert Out: 261.051m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.051m Invert Out: 260.971m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.971m Invert Out: 260.891m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.891m Invert Out: 260.811m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.811m Invert Out: 260.731m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.731m Invert Out: 260.651m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.651m Invert Out: 260.571m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.571m Invert Out: 260.491m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.491m Invert Out: 260.411m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.411m Invert Out: 260.331m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.331m Invert Out: 260.251m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.251m Invert Out: 260.171m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.171m Invert Out: 260.091m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.091m Invert Out: 260.011m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.011m Invert Out: 259.931m 16.32m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 259.931m Invert Out: 259.915m ACL 6 STRUCTURE - (281) STA: 0+988.06 COVER LEVEL: 268.759m IL:261.771m ACL 6 STRUCTURE - (280) STA: 0+908.06 COVER LEVEL: 268.759m IL:261.851m ACL 6 STRUCTURE - (299) STA: 2+428.06 COVER LEVEL: 268.759m IL:260.331m ACL 6 STRUCTURE - (300) STA: 2+508.06 COVER LEVEL: 268.759m IL:260.251m ACL 6 STRUCTURE - (282) STA: 1+068.06 COVER LEVEL: 268.759m IL:261.691m ACL 6 STRUCTURE - (301) STA: 2+588.06 COVER LEVEL: 268.759m IL:260.171m ACL 6 STRUCTURE - (298) STA: 2+348.06 COVER LEVEL: 268.759m IL:260.411m ACL 6 STRUCTURE - (283) STA: 1+148.06 COVER LEVEL: 268.759m IL:261.611m ACL 6 STRUCTURE - (277) STA: 0+668.06 COVER LEVEL: 268.759m IL:262.091m ACL 6 STRUCTURE - (302) STA: 2+668.06 COVER LEVEL: 268.759m IL:260.091m ACL 6 STRUCTURE - (297) STA: 2+268.06 COVER LEVEL: 268.759m IL:260.491m ACL 6 STRUCTURE - (284) STA: 1+228.06 COVER LEVEL: 268.759m IL:261.531m ACL 6 STRUCTURE - (279) STA: 0+828.06 COVER LEVEL: 268.759m IL:261.931m ACL 6 STRUCTURE - (303) STA: 2+748.06 COVER LEVEL: 268.759m IL:260.011m ACL 6 STRUCTURE - (276) STA: 0+588.06 COVER LEVEL: 268.759m IL:262.171m ACL 6 STRUCTURE - (296) STA: 2+188.06 COVER LEVEL: 268.759m IL:260.571m ACL 6 STRUCTURE - (285) STA: 1+308.06 COVER LEVEL: 268.759m IL:261.451m ACL 6 STRUCTURE - (275) STA: 0+508.06 COVER LEVEL: 268.759m IL:262.251m ACL 6 STRUCTURE - (304) STA: 2+828.06 COVER LEVEL: 268.759m IL:259.931m ACL 6 STRUCTURE - (278) STA: 0+748.06 COVER LEVEL: 268.759m IL:262.011m ACL 6 STRUCTURE - (295) STA: 2+108.06 COVER LEVEL: 268.759m IL:260.651m ACL 6 STRUCTURE - (286) STA: 1+388.06 COVER LEVEL: 268.759m IL:261.371m ACL 6 STRUCTURE - (274) STA: 0+428.06 COVER LEVEL: 268.759m IL:262.331m ACL 6 STRUCTURE - (291) STA: 1+788.06 COVER LEVEL: 268.759m IL:260.971m ACL 6 STRUCTURE - (273) STA: 0+348.06 COVER LEVEL: 268.759m IL:262.411m ACL 6 STRUCTURE - (290) STA: 1+708.06 COVER LEVEL: 268.759m IL:261.051m ACL 6 STRUCTURE - (272) STA: 0+268.06 COVER LEVEL: 268.759m IL:262.491m ACL 6 STRUCTURE - (294) STA: 2+028.06 COVER LEVEL: 268.759m IL:260.731m ACL 6 STRUCTURE - (292) STA: 1+868.06 COVER LEVEL: 268.759m IL:260.891m ACL 6 STRUCTURE - (287) STA: 1+468.06 COVER LEVEL: 268.759m IL:261.291m ACL 6 STRUCTURE - (271) STA: 0+188.06 COVER LEVEL: 268.071m IL:262.571m ACL 6 STRUCTURE - (293) STA: 1+948.06 COVER LEVEL: 268.759m IL:260.811m ACL 6 STRUCTURE - (289) STA: 1+628.06 COVER LEVEL: 268.759m IL:261.131m ACL 6 STRUCTURE - (270) STA: 0+117.60 COVER LEVEL: 268.141m IL:262.641m ACL 6 STRUCTURE - (269) STA: 0+080.00 COVER LEVEL: 268.179m IL:262.679m ACL 6 STRUCTURE - (288) STA: 1+548.06 COVER LEVEL: 268.759m IL:261.211m IL:262.759m ACL 6 STRUCTURE - (281) STA: 0+988.06 COVER LEVEL: 268.759m IL:261.771m ACL 6 STRUCTURE - (280) STA: 0+908.06 COVER LEVEL: 268.759m IL:261.851m ACL 6 STRUCTURE - (299) STA: 2+428.06 COVER LEVEL: 268.759m IL:260.331m ACL 6 STRUCTURE - (300) STA: 2+508.06 COVER LEVEL: 268.759m IL:260.251m ACL 6 STRUCTURE - (282) STA: 1+068.06 COVER LEVEL: 268.759m IL:261.691m ACL 6 STRUCTURE - (301) STA: 2+588.06 COVER LEVEL: 268.759m IL:260.171m ACL 6 STRUCTURE - (298) STA: 2+348.06 COVER LEVEL: 268.759m IL:260.411m ACL 6 STRUCTURE - (283) STA: 1+148.06 COVER LEVEL: 268.759m IL:261.611m ACL 6 STRUCTURE - (277) STA: 0+668.06 COVER LEVEL: 268.759m IL:262.091m ACL 6 STRUCTURE - (302) STA: 2+668.06 COVER LEVEL: 268.759m IL:260.091m ACL 6 STRUCTURE - (297) STA: 2+268.06 COVER LEVEL: 268.759m IL:260.491m ACL 6 STRUCTURE - (284) STA: 1+228.06 COVER LEVEL: 268.759m IL:261.531m ACL 6 STRUCTURE - (279) STA: 0+828.06 COVER LEVEL: 268.759m IL:261.931m ACL 6 STRUCTURE - (303) STA: 2+748.06 COVER LEVEL: 268.759m IL:260.011m ACL 6 STRUCTURE - (276) STA: 0+588.06 COVER LEVEL: 268.759m IL:262.171m ACL 6 STRUCTURE - (296) STA: 2+188.06 COVER LEVEL: 268.759m IL:260.571m ACL 6 STRUCTURE - (285) STA: 1+308.06 COVER LEVEL: 268.759m IL:261.451m ACL 6 STRUCTURE - (275) STA: 0+508.06 COVER LEVEL: 268.759m IL:262.251m ACL 6 STRUCTURE - (304) STA: 2+828.06 COVER LEVEL: 268.759m IL:259.931m ACL 6 STRUCTURE - (278) STA: 0+748.06 COVER LEVEL: 268.759m IL:262.011m ACL 6 STRUCTURE - (295) STA: 2+108.06 COVER LEVEL: 268.759m IL:260.651m ACL 6 STRUCTURE - (286) STA: 1+388.06 COVER LEVEL: 268.759m IL:261.371m ACL 6 STRUCTURE - (274) STA: 0+428.06 COVER LEVEL: 268.759m IL:262.331m ACL 6 STRUCTURE - (291) STA: 1+788.06 COVER LEVEL: 268.759m IL:260.971m ACL 6 STRUCTURE - (273) STA: 0+348.06 COVER LEVEL: 268.759m IL:262.411m ACL 6 STRUCTURE - (290) STA: 1+708.06 COVER LEVEL: 268.759m IL:261.051m ACL 6 STRUCTURE - (272) STA: 0+268.06 COVER LEVEL: 268.759m IL:262.491m ACL 6 STRUCTURE - (294) STA: 2+028.06 COVER LEVEL: 268.759m IL:260.731m ACL 6 STRUCTURE - (292) STA: 1+868.06 COVER LEVEL: 268.759m IL:260.891m ACL 6 STRUCTURE - (287) STA: 1+468.06 COVER LEVEL: 268.759m IL:261.291m ACL 6 STRUCTURE - (271) STA: 0+188.06 COVER LEVEL: 268.071m IL:262.571m ACL 6 STRUCTURE - (293) STA: 1+948.06 COVER LEVEL: 268.759m IL:260.811m ACL 6 STRUCTURE - (289) STA: 1+628.06 COVER LEVEL: 268.759m IL:261.131m ACL 6 STRUCTURE - (270) STA: 0+117.60 COVER LEVEL: 268.141m IL:262.641m ACL 6 STRUCTURE - (269) STA: 0+080.00 COVER LEVEL: 268.179m IL:262.679m ACL 6 STRUCTURE - (288) STA: 1+548.06 COVER LEVEL: 268.759m IL:261.211m IL:262.759m ACL 6 STRUCTURE - (281) STA: 0+988.06 COVER LEVEL: 268.759m IL:261.771m ACL 6 STRUCTURE - (280) STA: 0+908.06 COVER LEVEL: 268.759m IL:261.851m ACL 6 STRUCTURE - (299) STA: 2+428.06 COVER LEVEL: 268.759m IL:260.331m ACL 6 STRUCTURE - (300) STA: 2+508.06 COVER LEVEL: 268.759m IL:260.251m ACL 6 STRUCTURE - (282) STA: 1+068.06 COVER LEVEL: 268.759m IL:261.691m ACL 6 STRUCTURE - (301) STA: 2+588.06 COVER LEVEL: 268.759m IL:260.171m ACL 6 STRUCTURE - (298) STA: 2+348.06 COVER LEVEL: 268.759m IL:260.411m ACL 6 STRUCTURE - (283) STA: 1+148.06 COVER LEVEL: 268.759m IL:261.611m ACL 6 STRUCTURE - (277) STA: 0+668.06 COVER LEVEL: 268.759m IL:262.091m ACL 6 STRUCTURE - (302) STA: 2+668.06 COVER LEVEL: 268.759m IL:260.091m ACL 6 STRUCTURE - (297) STA: 2+268.06 COVER LEVEL: 268.759m IL:260.491m ACL 6 STRUCTURE - (284) STA: 1+228.06 COVER LEVEL: 268.759m IL:261.531m ACL 6 STRUCTURE - (279) STA: 0+828.06 COVER LEVEL: 268.759m IL:261.931m ACL 6 STRUCTURE - (303) STA: 2+748.06 COVER LEVEL: 268.759m IL:260.011m ACL 6 STRUCTURE - (276) STA: 0+588.06 COVER LEVEL: 268.759m IL:262.171m ACL 6 STRUCTURE - (296) STA: 2+188.06 COVER LEVEL: 268.759m IL:260.571m ACL 6 STRUCTURE - (285) STA: 1+308.06 COVER LEVEL: 268.759m IL:261.451m ACL 6 STRUCTURE - (275) STA: 0+508.06 COVER LEVEL: 268.759m IL:262.251m ACL 6 STRUCTURE - (304) STA: 2+828.06 COVER LEVEL: 268.759m IL:259.931m ACL 6 STRUCTURE - (278) STA: 0+748.06 COVER LEVEL: 268.759m IL:262.011m ACL 6 STRUCTURE - (295) STA: 2+108.06 COVER LEVEL: 268.759m IL:260.651m ACL 6 STRUCTURE - (305) STA: 2+844.38 COVER LEVEL: 268.759m ACL 6 STRUCTURE - (286) STA: 1+388.06 COVER LEVEL: 268.759m IL:261.371m ACL 6 STRUCTURE - (274) STA: 0+428.06 COVER LEVEL: 268.759m IL:262.331m ACL 6 STRUCTURE - (291) STA: 1+788.06 COVER LEVEL: 268.759m IL:260.971m ACL 6 STRUCTURE - (273) STA: 0+348.06 COVER LEVEL: 268.759m IL:262.411m ACL 6 STRUCTURE - (290) STA: 1+708.06 COVER LEVEL: 268.759m IL:261.051m ACL 6 STRUCTURE - (272) STA: 0+268.06 COVER LEVEL: 268.759m IL:262.491m ACL 6 STRUCTURE - (294) STA: 2+028.06 COVER LEVEL: 268.759m IL:260.731m ACL 6 STRUCTURE - (292) STA: 1+868.06 COVER LEVEL: 268.759m IL:260.891m ACL 6 STRUCTURE - (287) STA: 1+468.06 COVER LEVEL: 268.759m IL:261.291m ACL 6 STRUCTURE - (271) STA: 0+188.06 COVER LEVEL: 268.071m IL:262.571m ACL 6 STRUCTURE - (293) STA: 1+948.06 COVER LEVEL: 268.759m IL:260.811m ACL 6 STRUCTURE - (289) STA: 1+628.06 COVER LEVEL: 268.759m IL:261.131m ACL 6 STRUCTURE - (270) STA: 0+117.60 COVER LEVEL: 268.141m IL:262.641m ACL 6 STRUCTURE - (269) STA: 0+080.00 COVER LEVEL: 268.179m IL:262.679m ACL 6 STRUCTURE - (288) STA: 1+548.06 COVER LEVEL: 268.759m IL:261.211m ACL 6 STRUCTURE - (268) STA:0+000 COVER LEVEL: 268.259m IL:262.759m ACL6 STP.01 STP.03 STP.04 STP.05 STP.06 STP.07 STP.08 STP.09 STP.10 STP.11 STP.12 STP.13 STP.14 STP.15 STP.16 RIVER RIVER RIVER RIVER RIVER RIVER STP.02 FLOOD AREA OUTSIDE STP SITE LAYOUT AREA OF POSSIBLE FLOOD INUNDATION OF 1 IN 25 YEARS RETURN PERIOD TRUNKLINE FROM WUPA STP FROM ACL3A & 3B CONNECT WITH ACL5 TO ACL6 FLOOD AREA OUTSIDE STP SITE LAYOUT FLOOD AREA OUTSIDE STP SITE LAYOUT FLOOD AREA OUTSIDE STP SITE LAYOUT STP.12 STP.13 STP.14 DN DN DN DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE ORIGIN UTM(ZONE 32) MODULE 1 GUI STP ACCESS ROAD GUI STP ACCESS ROAD GUI STP ACCESS ROAD DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE MODULE 1 MODULE 2 MODULE 3 MODULE 4 MODULE 5 STP.04 STP.05 STP.06 DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE MODULE 1 STP GUI STP ACCESS ROAD MODULE 1 DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE 0000 SERIAL NO: Passed by SHEET E.J. AMANA PSS DATE 0 OF 496 TRUNK LINE NETWORKS/LIST OF DRAWINGS - 487
  • 3. KUKWABA KUKWABA KUKWABA C16 INDUSTRIAL AREA I AND EXT A09 GUZAPE A04 ASOKORO A03 GARKI 2 A01 GARKI 1 A00 CENTRAL AREA A02 WUSE 1 A08 WUSE II A07 WUSE II A06 MAITAMA A05 MAITAMA B07 KATAMPE B08 JAHI B19 KATAMPEXTENSION B09 KADO B04 JABI B10 DAKIBIYU B03 WUYE B05 UTAKO B06 MABUSHI B02 DURUMI B01 GUDU B11 KAURA B13 GADUWA B14 DUTSE B12 DUBOYI C10 WUMBA C11 SARAJI C12 KABUSA C09 LOKONGOMA C08 DAKWO C07 GALADI- MAWA C13 OKANJE C14 PYAKASA C17 INDUSTRIAL AREA II C00 INSTITUTIONS AND RESEARCH C06 NBORA C01 KARMO C04 DAPE C02 GWARINPA I C03 GWARINPA II C18 BUNKORO C15 WUPA C05 KAFE D 16 W ARU -PO ZEM A D15 SHERETTI CHECHE D14 SHERETTI D13 KETTI NORTH D17 KETTI D18 KETTI EAST D19 BURUN WEST D20 BURUN D24 BUDE C19 SC-E D23 BUDE WEST D22 GWARI D21 GIDARI BAHAGWO D25 KPOTO WEST D26 KPOTO EAST D27 CHAFE D28 JAITE D30 PARFUN D29 MAMUSA D09 KAGINI D05 KARSANA NORTH D01 KARSANA EAST D02 KARSANA SOUTH D06 KARSANA WEST D07 SABO GIDA D12 KABA D10 GWAGWA D08 TASHA D 0 3 I D O G A R I D04 IDU B15 SC-A B16 SC-B C20 SC-F D31 SC-K D32 SC-L B17 SC-C B18 SC-D C23 SC-J C22 SC-H D34 SC-N D35 SC-O D36 SC-P D37 SC-Q D38 SC-R D39 SC-S KUKWABA MAITAMA EXTENTION STP.01 STP.03 STP.0 4 STP.05 STP.06 STP.07 STP.08 STP.09 STP.10 STP.11 STP.12 STP.13 STP.14 STP.15 STP.16 RIV ER RIV ER RIV ER RIV ER RIV ER RIV ER STP.02 EFFLUENT WATER RETENTION TANK FLO OD AR EA OU TS IDE ST P SIT E LA YO UT STP ACCESS ROAD STP ACCESS ROAD SEWAGE OVERFLOW RETENTION POND SEWAGE OVERFLOW RETENTION POND SEWAGE OVERFLOW RETENTION POND SEWAGE OVERFLOW RETENTION POND AREA OF POSSIBLE FLOOD INUNDATION OF 1 IN 25 YEARS RETURN PERIOD TRUNKLINE FROM WUPA STP FROM ACL3A & 3B CONNECT WITH ACL5 TO ACL6 14 13 FLO OD AR EA OU TS IDE ST P SIT E LA YO UT FLO OD AR EA OU TS IDE ST P SIT E LA YO UT FLO OD AR EA OU TS IDE STP SIT E LA YO UT 14 14 14 STP.12 STP.13 STP.14 DN DN DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE HYDRO POWER STATION MAIN HYDROPOWER GAS & WAREHOUSE PARKING 10 9 A DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE ORIGIN UTM(ZONE 32) SOLAR FARM 11 SOLAR FARM MODULE 1 STP INTERNAL ROAD STP INTERNAL ROAD STP INTERNAL ROAD STP INTERNAL ROAD STP INTERNAL ROAD STP INTERNAL ROAD STP INTERNAL ROAD GUI STP ACCESS ROAD GUI STP ACCESS ROAD GUI STP ACCESS ROAD RO CK DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE EFFLUENT 3m OPEN CHANNEL TO HYDRO POWER DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE EFFLUENT 3m OPEN CHANNEL TO HYDRO POWER DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE EFFLUENT 3m OPEN CHANNEL TO HYDRO POWER IV IV IV IV IV IV IV IV STP ACCESS ROAD STP ACCESS ROAD GATE HOUSE MODULE 1 MODULE 2 MODULE 3 MODULE 4 MODULE 5 STP.0 4 STP.05 STP.06 SLUD GE DRYIN G BED SLUD GE DRYIN G BED SEWAGE OVERFLOW RETENTION POND THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY COLLECTION WELL SLUDGE DIGESTER CHP UNIT EFFLUENT DISCHARGE CHANNEL DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE SLUDGE PUMP STATION CLARIFIER PRIMARY THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY OUTLET CHANNEL OUTLET CHANNEL LOW VOLTAGE ROOM CABLES SELLER TRANSFORMER W W D D W STAIR MODULE 1 STP EFFLUENT 3m OPEN CHANNEL TO HYDRO POWER GUI STP ACCESS ROAD SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY CHP - 1 CHP - 2 SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION CHP - 3 MODULE 1 UV DISINFECTION GAS STORAGE TANKS INLET CHAMBERS TO COARSE SCREEN TO COARSE SCREEN TO GRIT REMOVAL TANKS F PUMPING STATION FD COARSE SCREEN SCREW PUMP FINE SCREEN AERATED GRIT CHAMBERS 6.74 6.74 6.74 6.74 6.74 6.74 5.64 5.64 5.64 5.64 6.74 6.74 6.74 6.74 6.74 4.44 6.74 6.74 STP INTERNAL ROAD STP INTERNAL ROAD RO CK IV I IV I IV I IV I IV I IV I IV I IV GATE HOUSE FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL CHANNEL 1 CHANNEL 2 CHANNEL 3 CHANNEL 4 CHANNEL 5 FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL ACL 6 ACL 6 SUCTION PUMP TRUCK BAY SAND TRAP LAYOUT TRUCK BAY TRUCK BAY weight sensor & Control panel weight sensor & Control panel Suction pump delivers sand to 20ton trucks Sand Sump Sand Sump Channel DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE SLUD GE DRYIN G BED SLUD GE DRYIN G BED THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY COLLECTION WELL SLUDGE DIGESTER CHP UNIT EFFLUENT DISCHARGE CHANNEL SLUDGE PUMP STATION CLARIFIER PRIMARY THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY OUTLET CHANNEL OUTLET CHANNEL LOW VOLTAGE ROOM CABLES SELLER TRANSFORMER W W D D W STAIR EFFLUENT 3m OPEN CHANNEL TO HYDRO POWER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY CHP - 1 CHP - 2 SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION CHP - 3 UV DISINFECTION GAS STORAGE TANKS INLET CHAMBERS TO COARSE SCREEN TO COARSE SCREEN TO GRIT REMOVAL TANKS F PUMPING STATION FD COARSE SCREEN SCREW PUMP FINE SCREEN AERATED GRIT CHAMBERS 6.74 6.74 6.74 6.74 6.74 6.74 5.64 5.64 5.64 5.64 6.74 6.74 6.74 6.74 6.74 4.44 6.74 6.74 IV I IV I IV I IV I IV I IV I IV I IV FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL CHANNEL 1 CHANNEL 2 CHANNEL 3 CHANNEL 4 CHANNEL 5 FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL SLUD GE DRYIN G BED SLUD GE DRYIN G BED THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY COLLECTION WELL SLUDGE DIGESTER CHP UNIT SLUDGE PUMP STATION CLARIFIER PRIMARY THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY OUTLET CHANNEL OUTLET CHANNEL LOW VOLTAGE ROOM CABLES SELLER TRANSFORMER W W D D W STAIR EFFLUENT 3m OPEN CHANNEL TO HYDRO POWER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY CHP - 1 CHP - 2 SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION CHP - 3 UV DISINFECTION GAS STORAGE TANKS INLET CHAMBERS TO COARSE SCREEN TO COARSE SCREEN TO GRIT REMOVAL TANKS F PUMPING STATION FD COARSE SCREEN SCREW PUMP FINE SCREEN AERATED GRIT CHAMBERS 6.74 6.74 6.74 6.74 6.74 6.74 5.64 5.64 5.64 5.64 6.74 6.74 6.74 6.74 6.74 4.44 6.74 6.74 IV I IV I IV I IV I IV I IV I IV I IV FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL CHANNEL 1 CHANNEL 2 CHANNEL 3 CHANNEL 4 CHANNEL 5 FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL SLUD GE DRYIN G BED SLUD GE DRYIN G BED THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY COLLECTION WELL SLUDGE DIGESTER CHP UNIT EFFLUENT DISCHARGE CHANNEL SLUDGE PUMP STATION CLARIFIER PRIMARY THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY OUTLET CHANNEL OUTLET CHANNEL LOW VOLTAGE ROOM CABLES SELLER TRANSFORMER W W D D W STAIR EFFLUENT 3m OPEN CHANNEL TO HYDRO POWER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY CHP - 1 CHP - 2 SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION CHP - 3 UV DISINFECTION GAS STORAGE TANKS INLET CHAMBERS TO COARSE SCREEN TO COARSE SCREEN TO GRIT REMOVAL TANKS F PUMPING STATION FD COARSE SCREEN SCREW PUMP FINE SCREEN AERATED GRIT CHAMBERS 6.74 6.74 6.74 6.74 6.74 6.74 5.64 5.64 5.64 5.64 6.74 6.74 6.74 6.74 6.74 4.44 6.74 6.74 IV I IV I IV I IV I IV I IV I IV I IV FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL CHANNEL 1 CHANNEL 2 CHANNEL 3 CHANNEL 4 CHANNEL 5 FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL SLUD GE DRYIN G BED SLUD GE DRYIN G BED THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY COLLECTION WELL SLUDGE DIGESTER CHP UNIT SLUDGE PUMP STATION CLARIFIER PRIMARY THICKENER TANK SLUDGE GRAVITY THICKENER TANK SLUDGE GRAVITY OUTLET CHANNEL OUTLET CHANNEL LOW VOLTAGE ROOM CABLES SELLER TRANSFORMER W W D D W STAIR EFFLUENT 3m OPEN CHANNEL TO HYDRO POWER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER SLUDGE DIGESTER CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY SLUDGE PUMP STATION CLARIFIER PRIMARY CLARIFIER PRIMARY CHP - 1 CHP - 2 SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION SLUDGE PUMP STATION CHP - 3 UV DISINFECTION GAS STORAGE TANKS INLET CHAMBERS TO COARSE SCREEN TO COARSE SCREEN TO GRIT REMOVAL TANKS F PUMPING STATION FD COARSE SCREEN SCREW PUMP FINE SCREEN AERATED GRIT CHAMBERS 6.74 6.74 6.74 6.74 6.74 6.74 5.64 5.64 5.64 5.64 6.74 6.74 6.74 6.74 6.74 4.44 6.74 6.74 IV I IV I IV I IV I IV I IV I IV I IV FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL CHANNEL 1 CHANNEL 2 CHANNEL 3 CHANNEL 4 CHANNEL 5 FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL FROM COLLECTION WELL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DW 1 BEDROOM & STUDIO APT 3 BEDROOM BUNGALOW 2 BEDROOM SEMI DETACHED 1 BEDROOM & STUDIO APT 3 BEDROOM BUNGALOW 1 BEDROOM & STUDIO APT 3 BEDROOM BUNGALOW This drawing, printed or otherwise and the work executed from it, remains the copyrighted property of Amana Consortium Ltd. The drawing may not be used, reproduced or copied without the permission of Amana Consortium Ltd. C 2022 SCALE ISSUE FEB 2022 1 : 100000 DIRECTOR, ENGINEERING DESIGN AND EVALUATION REVISION SUFFIX CLIENT'S APPROVAL CHK DSG Checked by Drawn by DRW Designed by DRAWING NO. DRAWING TITLE PROJECT NUMBER PROJECT LOCATION CONSULTANT: PROJECT TITLE Amana Consortium Ltd 315, AKIN OGUNLEWE STREET, OFF LIGALI AYORINDE STREET, VICTORIA ISLAND, LAGOS. CLIENT NO. DATE REVISION CHKD. APPRD. DESIGN STAGE DRAFT FINAL ENGINEERING DESIGN DRAWINGS ENGINEERING DESIGN OF EXPANDABLE MAIN SEWAGE TREATMENT PLANT AT KANGO (GUI) AND ASSOCIATED TRUNK LINES FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA) FCDA SECRETERIAT, BLOCK C, AREA 11, GARKI-ABUJA FEDERAL REPUBLIC OF NIGERIA GUI, FCT, ABUJA. ACL3/20-09 T R U N K L I N E N E T W O R K S / L O C A T I O N M A P TLN/ZON/02-001 E.A. DANJUMA A.A. LAWAL A.O. KINGSLEY LEGEND Sewage Line Name LINE 01 Sewage line Chainage Rock Outcrop Contour with values River EXISTING SETTLEMENT A C L 1 A C L 2 A C L 3 A A C L 3 B ACL4 ACL5 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.759m Invert Out: 262.679m 37.60m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.679m Invert Out: 262.641m 70.46m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.641m Invert Out: 262.571m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.571m Invert Out: 262.491m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.491m Invert Out: 262.411m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.411m Invert Out: 262.331m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.331m Invert Out: 262.251m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.251m Invert Out: 262.171m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.171m Invert Out: 262.091m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.091m Invert Out: 262.011m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.011m Invert Out: 261.931m 80.00m of 3,000 mm Concrete Pipe @ 0.10% I nvert IN: 261.931m Invert Out: 261.851m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.851m Invert Out: 261.771m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.771m Invert Out: 261.691m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.691m Invert Out: 261.611m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.611m Invert Out: 261.531m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.531m Invert Out: 261.451m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.451m Invert Out: 261.371m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.371m Invert Out: 261.291m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.291m Invert Out: 261.211m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.211m Invert Out: 261.131m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.131m Invert Out: 261.051m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.051m Invert Out: 260.971m 80.00m of 3,000 mm Concrete Pipe @ 0.10% I nvert IN: 260.971m Invert Out: 260.891m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.891m Invert Out: 260.811m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.811m Invert Out: 260.731m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.731m Invert Out: 260.651m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.651m Invert Out: 260.571m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.571m Invert Out: 260.491m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.491m Invert Out: 260.411m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.411m Invert Out: 260.331m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.331m Invert Out: 260.251m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.251m Invert Out: 260.171m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.171m Invert Out: 260.091m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.091m Invert Out: 260.011m 80.00m of 3,000 mm Concrete Pipe @ 0.10% I nvert IN: 260.011m Invert Out: 259.931m 16.32m of 3,000 mm Concrete Pipe @ 0.10% I nvert IN: 259.931m Invert Out: 259.915m ACL 6 STRUCTURE - (281) STA: 0+988.06 COVER LEVEL: 268.759m IL:261.771m ACL 6 STRUCTURE - (280) STA: 0+908.06 COVER LEVEL: 268.759m IL:261.851m ACL 6 STRUCTURE - (299) STA: 2+428.06 COVER LEVEL: 268.759m IL:260.331m ACL 6 STRUCTURE - (300) STA: 2+508.06 COVER LEVEL: 268.759m IL:260.251m ACL 6 STRUCTURE - (282) STA: 1+068.06 COVER LEVEL: 268.759m IL:261.691m ACL 6 STRUCTURE - (301) STA: 2+588.06 COVER LEVEL: 268.759m IL:260.171m ACL 6 STRUCTURE - (298) STA: 2+348.06 COVER LEVEL: 268.759m IL:260.411m ACL 6 STRUCTURE - (283) STA: 1+148.06 COVER LEVEL: 268.759m IL:261.611m ACL 6 STRUCTURE - (277) STA: 0+668.06 COVER LEVEL: 268.759m IL:262.091m ACL 6 STRUCTURE - (302) STA: 2+668.06 COVER LEVEL: 268.759m IL:260.091m ACL 6 STRUCTURE - (297) STA: 2+268.06 COVER LEVEL: 268.759m IL:260.491m ACL 6 STRUCTURE - (284) STA: 1+228.06 COVER LEVEL: 268.759m IL:261.531m ACL 6 STRUCTURE - (279) STA: 0+828.06 COVER LEVEL: 268.759m IL:261.931m ACL 6 STRUCTURE - (303) STA: 2+748.06 COVER LEVEL: 268.759m IL:260.011m ACL 6 STRUCTURE - (276) STA: 0+588.06 COVER LEVEL: 268.759m IL:262.171m ACL 6 STRUCTURE - (296) STA: 2+188.06 COVER LEVEL: 268.759m IL:260.571m ACL 6 STRUCTURE - (285) STA: 1+308.06 COVER LEVEL: 268.759m IL:261.451m ACL 6 STRUCTURE - (275) STA: 0+508.06 COVER LEVEL: 268.759m IL:262.251m ACL 6 STRUCTURE - (304) STA: 2+828.06 COVER LEVEL: 268.759m IL:259.931m ACL 6 STRUCTURE - (278) STA: 0+748.06 COVER LEVEL: 268.759m IL:262.011m ACL 6 STRUCTURE - (295) STA: 2+108.06 COVER LEVEL: 268.759m IL:260.651m ACL 6 STRUCTURE - (286) STA: 1+388.06 COVER LEVEL: 268.759m IL:261.371m ACL 6 STRUCTURE - (274) STA: 0+428.06 COVER LEVEL: 268.759m IL:262.331m ACL 6 STRUCTURE - (291) STA: 1+788.06 COVER LEVEL: 268.759m IL:260.971m ACL 6 STRUCTURE - (273) STA: 0+348.06 COVER LEVEL: 268.759m IL:262.411m ACL 6 STRUCTURE - (290) STA: 1+708.06 COVER LEVEL: 268.759m IL:261.051m ACL 6 STRUCTURE - (272) STA: 0+268.06 COVER LEVEL: 268.759m IL:262.491m ACL 6 STRUCTURE - (294) STA: 2+028.06 COVER LEVEL: 268.759m IL:260.731m ACL 6 STRUCTURE - (292) STA: 1+868.06 COVER LEVEL: 268.759m IL:260.891m ACL 6 STRUCTURE - (287) STA: 1+468.06 COVER LEVEL: 268.759m IL:261.291m ACL 6 STRUCTURE - (271) STA: 0+188.06 COVER LEVEL: 268.071m IL:262.571m ACL 6 STRUCTURE - (293) STA: 1+948.06 COVER LEVEL: 268.759m IL:260.811m ACL 6 STRUCTURE - (289) STA: 1+628.06 COVER LEVEL: 268.759m IL:261.131m ACL 6 STRUCTURE - (270) STA: 0+117.60 COVER LEVEL: 268.141m IL:262.641m ACL 6 STRUCTURE - (269) STA: 0+080.00 COVER LEVEL: 268.179m IL:262.679m ACL 6 STRUCTURE - (288) STA: 1+548.06 COVER LEVEL: 268.759m IL:261.211m IL:262.759m ACL 6 STRUCTURE - (281) STA: 0+988.06 COVER LEVEL: 268.759m IL:261.771m ACL 6 STRUCTURE - (280) STA: 0+908.06 COVER LEVEL: 268.759m IL:261.851m ACL 6 STRUCTURE - (299) STA: 2+428.06 COVER LEVEL: 268.759m IL:260.331m ACL 6 STRUCTURE - (300) STA: 2+508.06 COVER LEVEL: 268.759m IL:260.251m ACL 6 STRUCTURE - (282) STA: 1+068.06 COVER LEVEL: 268.759m IL:261.691m ACL 6 STRUCTURE - (301) STA: 2+588.06 COVER LEVEL: 268.759m IL:260.171m ACL 6 STRUCTURE - (298) STA: 2+348.06 COVER LEVEL: 268.759m IL:260.411m ACL 6 STRUCTURE - (283) STA: 1+148.06 COVER LEVEL: 268.759m IL:261.611m ACL 6 STRUCTURE - (277) STA: 0+668.06 COVER LEVEL: 268.759m IL:262.091m ACL 6 STRUCTURE - (302) STA: 2+668.06 COVER LEVEL: 268.759m IL:260.091m ACL 6 STRUCTURE - (297) STA: 2+268.06 COVER LEVEL: 268.759m IL:260.491m ACL 6 STRUCTURE - (284) STA: 1+228.06 COVER LEVEL: 268.759m IL:261.531m ACL 6 STRUCTURE - (279) STA: 0+828.06 COVER LEVEL: 268.759m IL:261.931m ACL 6 STRUCTURE - (303) STA: 2+748.06 COVER LEVEL: 268.759m IL:260.011m ACL 6 STRUCTURE - (276) STA: 0+588.06 COVER LEVEL: 268.759m IL:262.171m ACL 6 STRUCTURE - (296) STA: 2+188.06 COVER LEVEL: 268.759m IL:260.571m ACL 6 STRUCTURE - (285) STA: 1+308.06 COVER LEVEL: 268.759m IL:261.451m ACL 6 STRUCTURE - (275) STA: 0+508.06 COVER LEVEL: 268.759m IL:262.251m ACL 6 STRUCTURE - (304) STA: 2+828.06 COVER LEVEL: 268.759m IL:259.931m ACL 6 STRUCTURE - (278) STA: 0+748.06 COVER LEVEL: 268.759m IL:262.011m ACL 6 STRUCTURE - (295) STA: 2+108.06 COVER LEVEL: 268.759m IL:260.651m ACL 6 STRUCTURE - (286) STA: 1+388.06 COVER LEVEL: 268.759m IL:261.371m ACL 6 STRUCTURE - (274) STA: 0+428.06 COVER LEVEL: 268.759m IL:262.331m ACL 6 STRUCTURE - (291) STA: 1+788.06 COVER LEVEL: 268.759m IL:260.971m ACL 6 STRUCTURE - (273) STA: 0+348.06 COVER LEVEL: 268.759m IL:262.411m ACL 6 STRUCTURE - (290) STA: 1+708.06 COVER LEVEL: 268.759m IL:261.051m ACL 6 STRUCTURE - (272) STA: 0+268.06 COVER LEVEL: 268.759m IL:262.491m ACL 6 STRUCTURE - (294) STA: 2+028.06 COVER LEVEL: 268.759m IL:260.731m ACL 6 STRUCTURE - (292) STA: 1+868.06 COVER LEVEL: 268.759m IL:260.891m ACL 6 STRUCTURE - (287) STA: 1+468.06 COVER LEVEL: 268.759m IL:261.291m ACL 6 STRUCTURE - (271) STA: 0+188.06 COVER LEVEL: 268.071m IL:262.571m ACL 6 STRUCTURE - (293) STA: 1+948.06 COVER LEVEL: 268.759m IL:260.811m ACL 6 STRUCTURE - (289) STA: 1+628.06 COVER LEVEL: 268.759m IL:261.131m ACL 6 STRUCTURE - (270) STA: 0+117.60 COVER LEVEL: 268.141m IL:262.641m ACL 6 STRUCTURE - (269) STA: 0+080.00 COVER LEVEL: 268.179m IL:262.679m ACL 6 STRUCTURE - (288) STA: 1+548.06 COVER LEVEL: 268.759m IL:261.211m IL:262.759m ACL 6 STRUCTURE - (281) STA: 0+988.06 COVER LEVEL: 268.759m IL:261.771m ACL 6 STRUCTURE - (280) STA: 0+908.06 COVER LEVEL: 268.759m IL:261.851m ACL 6 STRUCTURE - (299) STA: 2+428.06 COVER LEVEL: 268.759m IL:260.331m ACL 6 STRUCTURE - (300) STA: 2+508.06 COVER LEVEL: 268.759m IL:260.251m ACL 6 STRUCTURE - (282) STA: 1+068.06 COVER LEVEL: 268.759m IL:261.691m ACL 6 STRUCTURE - (301) STA: 2+588.06 COVER LEVEL: 268.759m IL:260.171m ACL 6 STRUCTURE - (298) STA: 2+348.06 COVER LEVEL: 268.759m IL:260.411m ACL 6 STRUCTURE - (283) STA: 1+148.06 COVER LEVEL: 268.759m IL:261.611m ACL 6 STRUCTURE - (277) STA: 0+668.06 COVER LEVEL: 268.759m IL:262.091m ACL 6 STRUCTURE - (302) STA: 2+668.06 COVER LEVEL: 268.759m IL:260.091m ACL 6 STRUCTURE - (297) STA: 2+268.06 COVER LEVEL: 268.759m IL:260.491m ACL 6 STRUCTURE - (284) STA: 1+228.06 COVER LEVEL: 268.759m IL:261.531m ACL 6 STRUCTURE - (279) STA: 0+828.06 COVER LEVEL: 268.759m IL:261.931m ACL 6 STRUCTURE - (303) STA: 2+748.06 COVER LEVEL: 268.759m IL:260.011m ACL 6 STRUCTURE - (276) STA: 0+588.06 COVER LEVEL: 268.759m IL:262.171m ACL 6 STRUCTURE - (296) STA: 2+188.06 COVER LEVEL: 268.759m IL:260.571m ACL 6 STRUCTURE - (285) STA: 1+308.06 COVER LEVEL: 268.759m IL:261.451m ACL 6 STRUCTURE - (275) STA: 0+508.06 COVER LEVEL: 268.759m IL:262.251m ACL 6 STRUCTURE - (304) STA: 2+828.06 COVER LEVEL: 268.759m IL:259.931m ACL 6 STRUCTURE - (278) STA: 0+748.06 COVER LEVEL: 268.759m IL:262.011m ACL 6 STRUCTURE - (295) STA: 2+108.06 COVER LEVEL: 268.759m IL:260.651m ACL 6 STRUCTURE - (305) STA: 2+844.38 COVER LEVEL: 268.759m ACL 6 STRUCTURE - (286) STA: 1+388.06 COVER LEVEL: 268.759m IL:261.371m ACL 6 STRUCTURE - (274) STA: 0+428.06 COVER LEVEL: 268.759m IL:262.331m ACL 6 STRUCTURE - (291) STA: 1+788.06 COVER LEVEL: 268.759m IL:260.971m ACL 6 STRUCTURE - (273) STA: 0+348.06 COVER LEVEL: 268.759m IL:262.411m ACL 6 STRUCTURE - (290) STA: 1+708.06 COVER LEVEL: 268.759m IL:261.051m ACL 6 STRUCTURE - (272) STA: 0+268.06 COVER LEVEL: 268.759m IL:262.491m ACL 6 STRUCTURE - (294) STA: 2+028.06 COVER LEVEL: 268.759m IL:260.731m ACL 6 STRUCTURE - (292) STA: 1+868.06 COVER LEVEL: 268.759m IL:260.891m ACL 6 STRUCTURE - (287) STA: 1+468.06 COVER LEVEL: 268.759m IL:261.291m ACL 6 STRUCTURE - (271) STA: 0+188.06 COVER LEVEL: 268.071m IL:262.571m ACL 6 STRUCTURE - (293) STA: 1+948.06 COVER LEVEL: 268.759m IL:260.811m ACL 6 STRUCTURE - (289) STA: 1+628.06 COVER LEVEL: 268.759m IL:261.131m ACL 6 STRUCTURE - (270) STA: 0+117.60 COVER LEVEL: 268.141m IL:262.641m ACL 6 STRUCTURE - (269) STA: 0+080.00 COVER LEVEL: 268.179m IL:262.679m ACL 6 STRUCTURE - (288) STA: 1+548.06 COVER LEVEL: 268.759m IL:261.211m ACL 6 STRUCTURE - (268) STA:0+000 COVER LEVEL: 268.259m IL:262.759m ACL6 STP.01 STP.03 STP.04 STP.05 STP.06 STP.07 STP.08 STP.09 STP.10 STP.11 STP.12 STP.13 STP.14 STP.15 STP.16 RIVER RIVER RIVER RIVER RIVER RIVER STP.02 FLOOD AREA OUTSIDE STP SITE LAYOUT AREA OF POSSIBLE FLOOD INUNDATION OF 1 IN 25 YEARS RETURN PERIOD TRUNKLINE FROM WUPA STP FROM ACL3A & 3B CONNECT WITH ACL5 TO ACL6 FLOOD AREA OUTSIDE STP SITE LAYOUT FLOOD AREA OUTSIDE STP SITE LAYOUT FLOOD AREA OUTSIDE STP SITE LAYOUT STP.12 STP.13 STP.14 DN DN DN DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCPDN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCPDN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCPDN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE ORIGIN UTM(ZONE 32) MODULE 1 GUI STP ACCESS ROAD GUI STP ACCESS ROAD GUI STP ACCESS ROAD DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCPDN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCPDN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE MODULE 1 MODULE 2 MODULE 3 MODULE 4 MODULE 5 STP.04 STP.05 STP.06 DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCPDN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE MODULE 1 STP GUI STP ACCESS ROAD MODULE 1 DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE 0 0 0 0 SERIAL NO: Passed by PSS DATE E.J. AMANA SHEET 1 OF 496
  • 4. River Sewage Line Name LINE 01 Sewage line Chainage Rock Outcrop Contour with values EXISTING SETTLEMENT EXISTING MINI SEWAGE TREATMENT PLANT SEWAGE TREATMENT PLANT AT GUI This drawing, printed or otherwise and the work executed from it, remains the copyrighted property of Amana Consortium Ltd. The drawing may not be used, reproduced or copied without the permission of Amana Consortium Ltd. C 2022 SCALE ISSUE FEB 2022 N.T.S. DIRECTOR, ENGINEERING DESIGN AND EVALUATION REVISION SUFFIX CLIENT'S APPROVAL CHK DSG Checked by Drawn by DRW Designed by DRAWING NO. DRAWING TITLE PROJECT NUMBER PROJECT LOCATION CONSULTANT: PROJECT TITLE Amana Consortium Ltd 315, AKIN OGUNLEWE STREET, OFF LIGALI AYORINDE STREET, VICTORIA ISLAND, LAGOS. CLIENT NO. DATE REVISION CHKD. APPRD. DESIGN STAGE DRAFT FINAL ENGINEERING DESIGN DRAWINGS ENGINEERING DESIGN OF EXPANDABLE MAIN SEWAGE TREATMENT PLANT AT KANGO (GUI) AND ASSOCIATED TRUNK LINES FEDERAL CAPITAL DEVELOPMENT AUTHORITY (FCDA) FCDA SECRETERIAT, BLOCK C, AREA 11, GARKI-ABUJA FEDERAL REPUBLIC OF NIGERIA GUI, FCT, ABUJA. ACL3/20-09 T R U N K L I N E N E T W O R K S / L E G E N D TLN/ZON/02-002 E.A. DANJUMA A.A. LAWAL A.O. KINGSLEY LEGEND Sewage Line Name LINE 01 Sewage line Chainage Rock Outcrop Contour with values River EXISTING SETTLEMENT A C L 1 A C L 2 A C L 3 A A C L 3 B ACL4 ACL5 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.759m Invert Out: 262.679m 37.60m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.679m Invert Out: 262.641m 70.46m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.641m Invert Out: 262.571m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.571m Invert Out: 262.491m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.491m Invert Out: 262.411m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.411m Invert Out: 262.331m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.331m Invert Out: 262.251m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.251m Invert Out: 262.171m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.171m Invert Out: 262.091m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.091m Invert Out: 262.011m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 262.011m Invert Out: 261.931m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.931m Invert Out: 261.851m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.851m Invert Out: 261.771m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.771m Invert Out: 261.691m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.691m Invert Out: 261.611m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.611m Invert Out: 261.531m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.531m Invert Out: 261.451m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.451m Invert Out: 261.371m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.371m Invert Out: 261.291m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.291m Invert Out: 261.211m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.211m Invert Out: 261.131m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.131m Invert Out: 261.051m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 261.051m Invert Out: 260.971m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.971m Invert Out: 260.891m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.891m Invert Out: 260.811m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.811m Invert Out: 260.731m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.731m Invert Out: 260.651m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.651m Invert Out: 260.571m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.571m Invert Out: 260.491m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.491m Invert Out: 260.411m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.411m Invert Out: 260.331m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.331m Invert Out: 260.251m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.251m Invert Out: 260.171m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.171m Invert Out: 260.091m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.091m Invert Out: 260.011m 80.00m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 260.011m Invert Out: 259.931m 16.32m of 3,000 mm Concrete Pipe @ 0.10% Invert IN: 259.931m Invert Out: 259.915m ACL 6 STRUCTURE - (281) STA: 0+988.06 COVER LEVEL: 268.759m IL:261.771m ACL 6 STRUCTURE - (280) STA: 0+908.06 COVER LEVEL: 268.759m IL:261.851m ACL 6 STRUCTURE - (299) STA: 2+428.06 COVER LEVEL: 268.759m IL:260.331m ACL 6 STRUCTURE - (300) STA: 2+508.06 COVER LEVEL: 268.759m IL:260.251m ACL 6 STRUCTURE - (282) STA: 1+068.06 COVER LEVEL: 268.759m IL:261.691m ACL 6 STRUCTURE - (301) STA: 2+588.06 COVER LEVEL: 268.759m IL:260.171m ACL 6 STRUCTURE - (298) STA: 2+348.06 COVER LEVEL: 268.759m IL:260.411m ACL 6 STRUCTURE - (283) STA: 1+148.06 COVER LEVEL: 268.759m IL:261.611m ACL 6 STRUCTURE - (277) STA: 0+668.06 COVER LEVEL: 268.759m IL:262.091m ACL 6 STRUCTURE - (302) STA: 2+668.06 COVER LEVEL: 268.759m IL:260.091m ACL 6 STRUCTURE - (297) STA: 2+268.06 COVER LEVEL: 268.759m IL:260.491m ACL 6 STRUCTURE - (284) STA: 1+228.06 COVER LEVEL: 268.759m IL:261.531m ACL 6 STRUCTURE - (279) STA: 0+828.06 COVER LEVEL: 268.759m IL:261.931m ACL 6 STRUCTURE - (303) STA: 2+748.06 COVER LEVEL: 268.759m IL:260.011m ACL 6 STRUCTURE - (276) STA: 0+588.06 COVER LEVEL: 268.759m IL:262.171m ACL 6 STRUCTURE - (296) STA: 2+188.06 COVER LEVEL: 268.759m IL:260.571m ACL 6 STRUCTURE - (285) STA: 1+308.06 COVER LEVEL: 268.759m IL:261.451m ACL 6 STRUCTURE - (275) STA: 0+508.06 COVER LEVEL: 268.759m IL:262.251m ACL 6 STRUCTURE - (304) STA: 2+828.06 COVER LEVEL: 268.759m IL:259.931m ACL 6 STRUCTURE - (278) STA: 0+748.06 COVER LEVEL: 268.759m IL:262.011m ACL 6 STRUCTURE - (295) STA: 2+108.06 COVER LEVEL: 268.759m IL:260.651m ACL 6 STRUCTURE - (286) STA: 1+388.06 COVER LEVEL: 268.759m IL:261.371m ACL 6 STRUCTURE - (274) STA: 0+428.06 COVER LEVEL: 268.759m IL:262.331m ACL 6 STRUCTURE - (291) STA: 1+788.06 COVER LEVEL: 268.759m IL:260.971m ACL 6 STRUCTURE - (273) STA: 0+348.06 COVER LEVEL: 268.759m IL:262.411m ACL 6 STRUCTURE - (290) STA: 1+708.06 COVER LEVEL: 268.759m IL:261.051m ACL 6 STRUCTURE - (272) STA: 0+268.06 COVER LEVEL: 268.759m IL:262.491m ACL 6 STRUCTURE - (294) STA: 2+028.06 COVER LEVEL: 268.759m IL:260.731m ACL 6 STRUCTURE - (292) STA: 1+868.06 COVER LEVEL: 268.759m IL:260.891m ACL 6 STRUCTURE - (287) STA: 1+468.06 COVER LEVEL: 268.759m IL:261.291m ACL 6 STRUCTURE - (271) STA: 0+188.06 COVER LEVEL: 268.071m IL:262.571m ACL 6 STRUCTURE - (293) STA: 1+948.06 COVER LEVEL: 268.759m IL:260.811m ACL 6 STRUCTURE - (289) STA: 1+628.06 COVER LEVEL: 268.759m IL:261.131m ACL 6 STRUCTURE - (270) STA: 0+117.60 COVER LEVEL: 268.141m IL:262.641m ACL 6 STRUCTURE - (269) STA: 0+080.00 COVER LEVEL: 268.179m IL:262.679m ACL 6 STRUCTURE - (288) STA: 1+548.06 COVER LEVEL: 268.759m IL:261.211m IL:262.759m ACL 6 STRUCTURE - (281) STA: 0+988.06 COVER LEVEL: 268.759m IL:261.771m ACL 6 STRUCTURE - (280) STA: 0+908.06 COVER LEVEL: 268.759m IL:261.851m ACL 6 STRUCTURE - (299) STA: 2+428.06 COVER LEVEL: 268.759m IL:260.331m ACL 6 STRUCTURE - (300) STA: 2+508.06 COVER LEVEL: 268.759m IL:260.251m ACL 6 STRUCTURE - (282) STA: 1+068.06 COVER LEVEL: 268.759m IL:261.691m ACL 6 STRUCTURE - (301) STA: 2+588.06 COVER LEVEL: 268.759m IL:260.171m ACL 6 STRUCTURE - (298) STA: 2+348.06 COVER LEVEL: 268.759m IL:260.411m ACL 6 STRUCTURE - (283) STA: 1+148.06 COVER LEVEL: 268.759m IL:261.611m ACL 6 STRUCTURE - (277) STA: 0+668.06 COVER LEVEL: 268.759m IL:262.091m ACL 6 STRUCTURE - (302) STA: 2+668.06 COVER LEVEL: 268.759m IL:260.091m ACL 6 STRUCTURE - (297) STA: 2+268.06 COVER LEVEL: 268.759m IL:260.491m ACL 6 STRUCTURE - (284) STA: 1+228.06 COVER LEVEL: 268.759m IL:261.531m ACL 6 STRUCTURE - (279) STA: 0+828.06 COVER LEVEL: 268.759m IL:261.931m ACL 6 STRUCTURE - (303) STA: 2+748.06 COVER LEVEL: 268.759m IL:260.011m ACL 6 STRUCTURE - (276) STA: 0+588.06 COVER LEVEL: 268.759m IL:262.171m ACL 6 STRUCTURE - (296) STA: 2+188.06 COVER LEVEL: 268.759m IL:260.571m ACL 6 STRUCTURE - (285) STA: 1+308.06 COVER LEVEL: 268.759m IL:261.451m ACL 6 STRUCTURE - (275) STA: 0+508.06 COVER LEVEL: 268.759m IL:262.251m ACL 6 STRUCTURE - (304) STA: 2+828.06 COVER LEVEL: 268.759m IL:259.931m ACL 6 STRUCTURE - (278) STA: 0+748.06 COVER LEVEL: 268.759m IL:262.011m ACL 6 STRUCTURE - (295) STA: 2+108.06 COVER LEVEL: 268.759m IL:260.651m ACL 6 STRUCTURE - (286) STA: 1+388.06 COVER LEVEL: 268.759m IL:261.371m ACL 6 STRUCTURE - (274) STA: 0+428.06 COVER LEVEL: 268.759m IL:262.331m ACL 6 STRUCTURE - (291) STA: 1+788.06 COVER LEVEL: 268.759m IL:260.971m ACL 6 STRUCTURE - (273) STA: 0+348.06 COVER LEVEL: 268.759m IL:262.411m ACL 6 STRUCTURE - (290) STA: 1+708.06 COVER LEVEL: 268.759m IL:261.051m ACL 6 STRUCTURE - (272) STA: 0+268.06 COVER LEVEL: 268.759m IL:262.491m ACL 6 STRUCTURE - (294) STA: 2+028.06 COVER LEVEL: 268.759m IL:260.731m ACL 6 STRUCTURE - (292) STA: 1+868.06 COVER LEVEL: 268.759m IL:260.891m ACL 6 STRUCTURE - (287) STA: 1+468.06 COVER LEVEL: 268.759m IL:261.291m ACL 6 STRUCTURE - (271) STA: 0+188.06 COVER LEVEL: 268.071m IL:262.571m ACL 6 STRUCTURE - (293) STA: 1+948.06 COVER LEVEL: 268.759m IL:260.811m ACL 6 STRUCTURE - (289) STA: 1+628.06 COVER LEVEL: 268.759m IL:261.131m ACL 6 STRUCTURE - (270) STA: 0+117.60 COVER LEVEL: 268.141m IL:262.641m ACL 6 STRUCTURE - (269) STA: 0+080.00 COVER LEVEL: 268.179m IL:262.679m ACL 6 STRUCTURE - (288) STA: 1+548.06 COVER LEVEL: 268.759m IL:261.211m IL:262.759m ACL 6 STRUCTURE - (281) STA: 0+988.06 COVER LEVEL: 268.759m IL:261.771m ACL 6 STRUCTURE - (280) STA: 0+908.06 COVER LEVEL: 268.759m IL:261.851m ACL 6 STRUCTURE - (299) STA: 2+428.06 COVER LEVEL: 268.759m IL:260.331m ACL 6 STRUCTURE - (300) STA: 2+508.06 COVER LEVEL: 268.759m IL:260.251m ACL 6 STRUCTURE - (282) STA: 1+068.06 COVER LEVEL: 268.759m IL:261.691m ACL 6 STRUCTURE - (301) STA: 2+588.06 COVER LEVEL: 268.759m IL:260.171m ACL 6 STRUCTURE - (298) STA: 2+348.06 COVER LEVEL: 268.759m IL:260.411m ACL 6 STRUCTURE - (283) STA: 1+148.06 COVER LEVEL: 268.759m IL:261.611m ACL 6 STRUCTURE - (277) STA: 0+668.06 COVER LEVEL: 268.759m IL:262.091m ACL 6 STRUCTURE - (302) STA: 2+668.06 COVER LEVEL: 268.759m IL:260.091m ACL 6 STRUCTURE - (297) STA: 2+268.06 COVER LEVEL: 268.759m IL:260.491m ACL 6 STRUCTURE - (284) STA: 1+228.06 COVER LEVEL: 268.759m IL:261.531m ACL 6 STRUCTURE - (279) STA: 0+828.06 COVER LEVEL: 268.759m IL:261.931m ACL 6 STRUCTURE - (303) STA: 2+748.06 COVER LEVEL: 268.759m IL:260.011m ACL 6 STRUCTURE - (276) STA: 0+588.06 COVER LEVEL: 268.759m IL:262.171m ACL 6 STRUCTURE - (296) STA: 2+188.06 COVER LEVEL: 268.759m IL:260.571m ACL 6 STRUCTURE - (285) STA: 1+308.06 COVER LEVEL: 268.759m IL:261.451m ACL 6 STRUCTURE - (275) STA: 0+508.06 COVER LEVEL: 268.759m IL:262.251m ACL 6 STRUCTURE - (304) STA: 2+828.06 COVER LEVEL: 268.759m IL:259.931m ACL 6 STRUCTURE - (278) STA: 0+748.06 COVER LEVEL: 268.759m IL:262.011m ACL 6 STRUCTURE - (295) STA: 2+108.06 COVER LEVEL: 268.759m IL:260.651m ACL 6 STRUCTURE - (305) STA: 2+844.38 COVER LEVEL: 268.759m ACL 6 STRUCTURE - (286) STA: 1+388.06 COVER LEVEL: 268.759m IL:261.371m ACL 6 STRUCTURE - (274) STA: 0+428.06 COVER LEVEL: 268.759m IL:262.331m ACL 6 STRUCTURE - (291) STA: 1+788.06 COVER LEVEL: 268.759m IL:260.971m ACL 6 STRUCTURE - (273) STA: 0+348.06 COVER LEVEL: 268.759m IL:262.411m ACL 6 STRUCTURE - (290) STA: 1+708.06 COVER LEVEL: 268.759m IL:261.051m ACL 6 STRUCTURE - (272) STA: 0+268.06 COVER LEVEL: 268.759m IL:262.491m ACL 6 STRUCTURE - (294) STA: 2+028.06 COVER LEVEL: 268.759m IL:260.731m ACL 6 STRUCTURE - (292) STA: 1+868.06 COVER LEVEL: 268.759m IL:260.891m ACL 6 STRUCTURE - (287) STA: 1+468.06 COVER LEVEL: 268.759m IL:261.291m ACL 6 STRUCTURE - (271) STA: 0+188.06 COVER LEVEL: 268.071m IL:262.571m ACL 6 STRUCTURE - (293) STA: 1+948.06 COVER LEVEL: 268.759m IL:260.811m ACL 6 STRUCTURE - (289) STA: 1+628.06 COVER LEVEL: 268.759m IL:261.131m ACL 6 STRUCTURE - (270) STA: 0+117.60 COVER LEVEL: 268.141m IL:262.641m ACL 6 STRUCTURE - (269) STA: 0+080.00 COVER LEVEL: 268.179m IL:262.679m ACL 6 STRUCTURE - (288) STA: 1+548.06 COVER LEVEL: 268.759m IL:261.211m ACL 6 STRUCTURE - (268) STA:0+000 COVER LEVEL: 268.259m IL:262.759m ACL6 STP.01 STP.03 STP.04 STP.05 STP.06 STP.07 STP.08 STP.09 STP.10 STP.11 STP.12 STP.13 STP.14 STP.15 STP.16 RIVER RIVER RIVER RIVER RIVER RIVER STP.02 FLOOD AREA OUTSIDE STP SITE LAYOUT AREA OF POSSIBLE FLOOD INUNDATION OF 1 IN 25 YEARS RETURN PERIOD TRUNKLINE FROM WUPA STP FROM ACL3A & 3B CONNECT WITH ACL5 TO ACL6 FLOOD AREA OUTSIDE STP SITE LAYOUT FLOOD AREA OUTSIDE STP SITE LAYOUT FLOOD AREA OUTSIDE STP SITE LAYOUT STP.12 STP.13 STP.14 DN DN DN DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE ORIGIN UTM(ZONE 32) MODULE 1 GUI STP ACCESS ROAD GUI STP ACCESS ROAD GUI STP ACCESS ROAD DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE MODULE 1 MODULE 2 MODULE 3 MODULE 4 MODULE 5 STP.04 STP.05 STP.06 DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE MODULE 1 STP GUI STP ACCESS ROAD MODULE 1 DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE DN 3000mmCP CENTERLINE OF SEWER DN 3000mmCP DN 2000mmCP FLOW OF SEWAGE SLUICE GATE SLUICE GATE 0 0 0 0 SERIAL NO: Passed by SHEET PSS DATE E.J. AMANA 2 OF 496