P:191908014.000DesignCurrent Document Set 015 SSDA Drawing …
Drawing Document
description
Transcript of Drawing Document
A1
CLIENT:
PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
25
SITE LOCATION
©
Datum: Malin HeadGrid System: ITM
G1 SchemeDesign Consulting Engineers Ltd.
Expertise, Technology, Results
Paul Dolan
Athlone IT, Wastewater Treatment Facility
Drawing Schedule
FK LM JC
03/04/2013 N/A13_AD_001
DRAWING SCHEDULE
CLIENT: PAUL DOLAN
PROJECT: ATHLONE IT WASTEWATER TREATMENT FACILITY
DRAWING TITLE DRAWING NO. REVISION NO. DATE
DRAWING SCHEDULE
13_AD_001 03/04/2013
GENERAL NOTES
13_AD_002 03/04/2013
SITE LOCATION MAP
13_AD_003 03/04/2013
WWT FACILITY LAYOUT
13_AD_004 19/04/2013
WWT FACILITY PROCESS DIAGRAM
13_AD_005 03/04/2013
INLET WORKS AND ANCILLARIES
13_AD_006 03/04/2013
PRIMARY SETTLEMENT TANK
13_AD_007 15/04/2013
TREATMENT UNIT
13_AD_008 03/04/2013
SEWER NETWORK
13_AD_009 03/04/2013
SEWER PIPELINE SECTIONS
13_AD_010 12/04/2013
SEWER NETWORK STRUCTURES
13_AD_011 03/04/2013
DRAWING NO. EXPLANATORY NOTES
13_AD_000
YEAR IN WHICH DRAWING WAS FIRST DRAFTED
CORRESPONDS TO THE CONTRACT NUMBER FOR THE GIVEN YEAR
CORRESPONDS TO THE CONTRACT STAGE
D = DESIGN STAGE
T = TENDER STAGE
C = CONSTRUCTION STAGE
A = AS BUILT (CLOSING STAGE)
UNIQUE DRAWING I.D. NUMBER
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GENERAL NOTES
1 STRUCTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH STRUCTURAL
SPECIFICATIONS, ALL ARCHITECTURAL AND SERVICES DRAWINGS AND
SPECIFICATIONS.
2 THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT
THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY
TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL
INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING OF LOADS DUE TO
CONSTRUCTION EQUIPMENT, ETC. BEFORE RELATED WORK COMMENCES THE
CONTRACTOR SHALL SUBMIT A METHOD STATEMENT AND SEQUENCE OF WORK
TO THE ENGINEER AND ARCHITECT.
3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WITH
ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. ALL
DISCREPANCIES TO BE NOTIFIED, IN WRITING TO ENGINEERS AND ARCHITECTS
FOR RESOLUTION.
4 CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED
FLOORS OR ROOF, IN SUCH A MANNER THAT THE STRUCTURE IS NOT
OVERLOADED IN EITHER THE PERMANENT OR TEMPORARY CONDITION WHERE
REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH
STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM. OTHER
STANDARDS MAY BE CONSIDERED BUT ONLY WITH PRIOR APPROVAL BY THE
ENGINEER.
5 CONTRACTOR TO ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR
ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE
TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
6 OPTIONS ARE FOR CONTRACTORS CONVENIENCE. HE SHALL BE RESPONSIBLE
FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND HE SHALL
COORDINATE ALL DETAILS.
7 ALL DIMENSIONS ON DRAWINGS ARE IN MILLIMETERS UNLESS OTHERWISE
NOTED. WRITTEN DIMENSIONS ONLY APPLY. DRAWINGS ARE NOT TO BE SCALED.
8 FOR CLARITY, ALL ROOF AND FLOOR OPENINGS MAY NOT BE SHOWN ON
FRAMING PLANS. FOR EXACT SIZE, NUMBER AND LOCATION FOR OPENING, SEE
ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. WHERE
OPENINGS ARE INDICATED ON THE STRUCTURAL DRAWINGS, THESE ARE TO BE
CHECKED BY THE CONTRACTOR AGAINST RELEVANT SERVICE ENGINEERS OR
SUBCONTRACTORS DRAWINGS PRIOR TO CONSTRUCTION.
9 ALL LEVELS ARE RELATED TO AN ARBITARY DATUM
10 FOR LOCATION AND DETAILS OF ELECTRICAL EARTHING OF STRUCTURE REFER
TO ELECTRICAL DRAWINGS AND DETAILS.
11 FOR FIRE PROOFING REQUIREMENTS REFER TO RELEVANT ARCHITECTS DRAWINGS
AND RELEVANT FIRE SAFETY CERTIFICATE DRAWINGS.
12 ALL DPMs, DPCs, CAVITY WALL DRAINAGE, INTERNAL DRAINAGE, RADON
PROTECTION BARRIERS AND SUMPS, ETC. TO ARCHITECTS SPECIFICATION &
DETAILS.
MASONRY
1 MASONRY CONSTRUCTION SHALL CONFORM WITH IS325 AND BS 5628.
BLOCKS SHALL BE CONCRETE MASONRY UNITS CONFORMING TO BS
6073. SAND FOR MORTAR SHALL COMPLY WITH BS 1200. CEMENT
SHALL BE ORDINARY PORTLAND CEMENT TO IS1 OR BS12.
2 BLOCKS FOR RISING WALLS SHALL BE SOLID UNITS. BLOCK SIZES
FOR OTHER AREAS SHALL BE AS INDICATED ON DRAWINGS OR
SPECIFICATIONS. JOINT THICKNESS SHALL BE 10mm.
3 THE CHARACTERISTIC COMPRESSIVE STRENGTH OF THE BLOCKS
SHALL BE 5MPA UNLESS NOTED OTHERWISE. BLOCKS SHALL BE
TESTED AT A RATE OF 5 PER 1000 BY AN INDEPENDENT TESTING
AGENCY.
4 MORTAR SHALL COMPLY WITH THE MIX DESIGNATED FOR GRADE (III)
GIVEN IN TABLE 1, IS325, PART 1 UNLESS OTHERWISE STATED ON
DRAWINGS. MORTAR TESTING SHALL BE IN ACCORDANCE WITH BS
5628, APPENDIX A.1.
5 BED JOINT REINFORCEMENT WHERE REQUIRED SHALL BE
"BRICKFORCE REINFORCEMENT" BY BRC BUILDING PRODUCTS OR
SIMILAR APPROVED. BED JOINT REINFORCEMENT SHALL BE PROVIDED
IN ACCORDANCE WITH THE TYPE, SIZE AND SPACING INDICATED ON
THE DRAWINGS. IT SHALL BE IN STAINLESS STEEL GRADE 304,
UNLESS NOTED OTHERWISE ON THE DRAWINGS.
6 RISING WALL INTERSECTIONS SHALL BE TIED TOGETHER IN A MASONRY
BOND. OTHER WALLS SHALL BE TIED IN MASONRY BOND AT
CORNERS UNLESS NOTED OTHERWISE ON DRAWINGS. ALL BLOCKWORK
ADJACENT TO CONCRETE WALLS TO BE TIED TO CONCRETE USING
WALL TIES COMPLYING WITH 7. BELOW
7 CAVITY WALL TIES SHALL BE STAINLESS STEEL TYPE 1 TIES IN
ACCORDANCE WITH BS DD140 UNLESS OTHERWISE NOTED ON
DRAWINGS. TIES SHALL BE SPACED IN ACCORDANCE WITH THE
SPECIFICATION AND IS325, PART 1.
8 FOR MASONRY CONSTRUCTION DURING COLD WEATHER REFER TO
THE SPECIFICATIONS AND THE PROVISIONS OF BS 5628.
9 ALL RISING WALLS SHALL BE LAID WITH FULL MORTAR COVERAGE ON
HORIZONTAL AND VERTICAL FACES.
10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND
BRACING OF ALL MASONRY WALLS AS NECESSARY TO ENSURE
STABILITY DURING CONSTRUCTION. SUCH SHORING AND BRACING
SHALL BE MAINTAINED IN POSITION UNTIL THE MASONRY HAS
ATTAINED ITS DESIGN STRENGTH AND THE RESTRAINING
SUPPORT STRUCTURE IS IN PLACE.
11 BACK FILL SHALL NOT BE PLACED AGAINST WALLS WITHIN 10 DAYS
OF COMPLETION OF THE WALL. THE MAXIMUM LEVEL DIFFERENCE
BETWEEN BACK FILL ON EITHER SIDE OF A MASONRY WALL SHALL
BE 225mm. HEAVY EQUIPMENT USED IN BACK FILLING SHALL NOT
OPERATE CLOSER TO THE WALL THEN A DISTANCE EQUAL TO THE
HEIGHT OF THE BACK FILL ABOVE THE FOOTING.
12 REQUIREMENTS FOR REINFORCED MASONRY :
*CONCRETE FOR FILLING CORES OR EMBEDDING
REINFORCING BARS SHALL BE C30/37 XC4 CL-0.4 UNLESS NOTED
OTHERWISE ON DRAWINGS.
*MAXIMUM AGGREGATE SIZE 10mm.
*VERTICAL BAR REINFORCEMENT SHALL BE SECURED IN
POSITION
*CAVITIES CONTAINING REINFORCEMENT SHALL BE COMPLETELY
FILLED WITH CONCRETE AND CLEANED OUT OPENINGS SHALL BE
PROVIDED AT THE BASE OF VERTICAL CORES.
13 FOR LINTEL DETAILS REFER TO PROJECT DETAIL DRAWINGS,
MANUFACTURERS SPECIFICATION AND ORS MASONRY SPECIFICATION.
14 REFER TO ARCHITECTS DRAWING FOR DETAILS OF SETTING OUT TO
MASONRY WALLS.
15 REINFORCED U-BLOCK TO BE PROVIDED AT CILL LEVEL OF ALL
WINDOW OPES.
INSPECTIONS
ENGINEER'S APPROVAL WILL BE REQUIRED BEFORE PROCEEDING
FURTHER AT EACH OF THE FOLLOWING STAGES. IN EACH CASE, THE
CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO
THE ENGINEER FOR INSPECTION.
1. WHEN THE SUBGRADE HAS BEEN EXPOSED
2. WHEN THE REINFORCEMENT HAS BEEN FIXED, CHECKED AND IS
READY FOR CONCRETING.
3. BEFORE TAKING REMEDIAL ACTION TO CORRECT IMPERFECTIONS IN
CONCRETE.
4. BEFORE FINISH PAINTING STEEL FRAMEWORKS.
5. BEFORE GROUTING-IN STEEL FRAMEWORKS.
6. BEFORE SHEETING OR BRICKING IN STEEL FRAMEWORKS.
REINFORCED CONCRETE
1 CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH BS EN 1992.
CEMENT SHALL BE ORDINARY PORTLAND CEMENT COMPLYING WITH IS EN
197 UNLESS OTHERWISE APPROVED. REINFORCEMENT SHALL BE HOT
ROLLED DEFORMED BARS COMPLYING WITH BS 8866. ALL HIGH YIELD
BARS SHALL BE DEFORMED BARS TYPE 2. STEEL FABRIC SHALL
COMPLY WITH BS 4483.
2 ALL CONCRETE SHALL BE IN ACCORDANCE WITH IS EN 206-1.
3 NOMINAL CONCRETE COVER TO REINFORCEMENT SHALL BE AS FOLLOWS
UNLESS OTHERWISE NOTED ON DRAWINGS :
*SURFACE POURED AGAINST EARTH, 75mm
*SURFACE POURED AGAINST FORMWORK 30mm
*BUT IN CONTACT WITH EARTH 50mm
*BEAMS, COLUMN, WALLS 35mm
*SLABS 30mm
4 CONCRETE BLINDING SHALL BE (C12/15) X0. ALL OTHER CONCRETE
SHALL BE C30/37 XC4 CL-0.4
5 FOR CONCRETING IN COLD WEATHER REFER TO THE CONCRETE
SPECIFICATION AND TO THE PROVISIONS OF BS 8110.
6 FOR POSITIONING AND TREATMENT OF CONSTRUCTION JOINTS PROPOSALS
SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
CONSTRUCTION.
7 MOVEMENT JOINT FILLER SHALL BE A COMPRESSIBLE FIBRE BOARD
SUCH AS HYDROCELL XL BY FOSROC INTERNATIONAL OR SIMILAR
APPROVED.
8 MOVEMENT JOINT SEALANT SHALL BE A TWO PART POLYSULPHIDE SEALANT
SUCH AS THIOFLEX 600 BY FOSROC INTERNATIONAL OR AN APPROVED
EQUAL, UNLESS NOTED OTHERWISE.
9 CONCRETE VERTICAL SURFACES ADJOINING MASONRY WALLS SHALL BE
CAST WITH A CONTINUOUS STAINLESS STEEL PROPRIETARY CHANNEL BY
ANCON CCL OR SIMILAR APPROVED.
10 CONCRETE CUBES SHALL BE TAKEN AT A RATE IN ACCORDANCE WITH
THE SPECIFICATION, WITH A MINIMUM OF ONE SET PER DAY PER CLASS
OF CONCRETE. CUBES SHALL BE TESTED AT 7 AND 28 DAYS. ALL THE
RESULTS SHALL BE FORWARDED DIRECTLY TO THE ENGINEER
11 ALL SAMPLING AND TESTING OF CONCRETE TO COMPLY WITH IS EN
12350 AND IS EN 12390.
12 CORE DRILLING OF ANY REINFORCED CONCRETE ELEMENTS OF THE WORK
SHALL NOT BE ALLOWED WITHOUT THE PRIOR WRITTEN APPROVAL OF
THE ENGINEER.
13 150mm KICKERS ARE TO BE UTILISED FOR ALL RISING ELEMENTS.
14 REINFORCEMENT BAR NOTATION:
DIRECTION OF SPAN OF
200 DEEP FLOOR SLAB
GENERAL NOTATION
200 PC
H/CORE
RISING CONCRETE OUTLINES
HIDDEN CONCRETE OUTLINES
VOID IN CONCRETE
1
556
DETAILED SECTION 1-1 SHOWN
ON DRAWING 061_127-556
STRUCTURAL STEEL BEAM ON PLAN
DIRECTION OF SPAN OF FLOOR DECK
RISING BLOCKWORK
T2 - BOTTOM LAYER OF TOP REINFORCEMENT
T1 - TOP LAYER OF TOP REINFORCEMENT
B - BOTTOM
B1 - BOTTOM LAYER OF BOTTOM REINFORCEMENT
B2 - TOP LAYER OF BOTTOM REINFORCEMENT
T - TOP BARS
EF - EACH FACE
N1 - OUTER LAYER OF NEAR FACE
N2 - INNER LAYER OF NEAR FACE
F1 - OUTER LAYER OF FAR FACE
F2 - INNER LAYER OF FAR FACE
ABR - ALTERNATE BARS REVERSED
SFL - STRUCTURAL FLOOR LEVEL
TOC - TOP LEVEL OF STRUCTURAL CONCRETE
FFL - FINISHED FLOOR LEVEL
T.O.S - TOP OF STEEL
RC - REINFORCED CONCRETE
PC - PRE-CAST
BM. - BEAM/S
COL - COLUMN/S
CONC. - CONCRETE
C - CENTRE LINE
B - EXTENT OF EXISTING STRUCTURE
- APPROXIMATELY EQUAL TO
UNO - UNLESS NOTED OTHERWISE
FOUNDATIONS
1 FOR LEVELS TO TOP OF ALL FOUNDATIONS REFER TO
FOUNDATION LAYOUT DRAWING & SECTIONS THEREOF. THE
EXCAVATION SHOULD BE TAKEN TO THE STIFF BROWN
GRAVELLY CLAY, WHICH HAS AN ALLOWABLE BEARING
CAPACITY OF 200 Kn/m2.
THIS LAYER IS APPROXIMATELY 2.5-3.5 METRES BELOW
EXISTING GROUND LEVEL. THIS IS REQUIRED UNDER ALL PADS
AND STRIPS AND BACKFILLED WITH LEAN MIX CONCRETE.
2 CONCRETE BLINDING SHALL BE PROVIDED UNDER ALL
FOUNDATIONS TO A MINIMUM THICKNESS OF 75mm. EXCAVATED
SURFACES SHALL BE FREE OF LOOSE MATERIAL, DRY AND
BLINDED AS SOON AS POSSIBLE AFTER INSPECTION OF
BEARING SURFACES BY THE ENGINEER.
3 FOUNDATIONS TO BE CENTERED UNDER WALLS UNLESS NOTED
OTHERWISE ON THE DRAWINGS.
A1
CLIENT:
PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
25
SITE LOCATION
©
Datum: Malin HeadGrid System: ITM
I:\cover pic.jpg
G1 Schemedesign Consulting EngineersLtd.
Paul Dolan
Athlone IT Wastewater Treatment Facility
GENERAL NOTES
LM FK
03/04/2013 N/A13_AD_002
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CLIENT:
PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
25
SITE LOCATION
©
Datum: Malin HeadGrid System: ITM
G1 SchemeDesign Consulting Engineers Ltd.
Expertise, Technology, Results
Paul Dolan
Athlone IT Wastewater Treatment Facility
Site Location Map
FK LM JC
03/04/2013 1:125013_AD_003
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Screenings
Feed Reactor
Discharge Reactor
Primary Settlement Tank
Cover Level 98.0m
Invert Level 95.5m
Influent Collection MH 122
Invert level 99.070m
Inlet Works
Pipe Invert Level 97.94m
Effluent Discharge MH 111
Invert level 97.162m
Buffer Tank
Cover Level 98.0m
Invert Level 95.5m
Municipal Discharge MH 131
Invert level 96.528m
Back Drop MH 112
Invert level 94.484m
Pumping Station
Invert level 89.415m
Invert level 92.869m
Invert level 96.520m
Treatment unit - Pumped Flow Bio-film Reactor
Cover Level 98.0m
Invert Level 96.0m
Direction of Flow
Hydraulic Flow
Pumped Flow
A1
CLIENT:
PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
25
SITE LOCATION
©
Datum: Malin HeadGrid System: ITM
G1 SchemeDesign Consulting Engineers Ltd.
Expertise, Technology, Results
Paul Dolan
Athlone IT Wastewater Treatment Facility
WWT Facility Process Diagram
FK JC LM
03/04/2013 N/A13_AD_005 0000
Athlone IT Wasrewater Treatment Facility - Process Diagram
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Flow
Overflow pipe
Overflow channel
Flow
Flow
Overflow pipe
Flow
Screenings
Skip
Screenings
Augar housing
Ground Level
Inlet Works
Pipe Invert Level 97.94m
A1
CLIENT:
PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
25
SITE LOCATION
©
Datum: Malin HeadGrid System: ITM
G1 SchemeDesign Consulting Engineers Ltd.
Expertise, Technology, Results
Paul Dolan
Athlone IT Wastewater Treatment Facility
Inlet Works and Ancillaries
FK LM JC
03/04/2013 1:2013_AD_006 0000
Treatment Unit Elevational Section
Treatment Unit Elevation
Treatment Unit Elevation
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PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
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Datum: Malin HeadGrid System: ITM
PAUL DOLAN
AIT WASTEWATER TREATMENT FACILITYPROCESS STAGE
PRIMARY SETTLING TANKSTEEL REINFORCEMENT DETAILS
LM JC
15/04/201313_AD_007
DRAFT G1 SchemeDesign Consulting Engineers Ltd.
Expertise, Technology, Results
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
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Primary Settlement Tank
Buffer Tank
Feed Reactor
Discharge Reactor
Discharge
Manhole
Inlet Pipe
Dry Well Mounted Pump to take effluent
from Discharge Reactor to Feed Reactor
or Discharge Manhole
Dry Well Mounted Pump to take
effluent from Feed Reactor to
Discharge Reactor
Dry Well Mounted Pump to take effluent
from the Buffer Tank to the Feed Reactor
Dry Well Mounted Pump to take Sludge
from the Reactor Tanks to the Screening
Manhole
Note: Primary settlement and buffer tank
details can be seen in drawing
13_AD_007
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CLIENT:
PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
25
SITE LOCATION
©
Datum: Malin HeadGrid System: ITM
G1 SchemeDesign Consulting Engineers Ltd.
Expertise, Technology, Results
Paul Dolan
Athlone IT Wastewater Treatment Facility
Treatment Unit - Pumped Flow Bio-film Reactor
JC LM FK
03/04/2013 1:4013_AD_008 0000
PFBR Treatment Unit
Treatment Unit Elevation
Treatment Unit Plan
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99.549
99.669
99.819
99.911
99.809
99.706
99.570
99.483
99.396
99.142
98.698
98.086
97.574
97.268
99.367
99.327
98.665
98.036
98.780
98.870
98.619
98.097
97.298
97.154
97.275
97.526
97.775
98.486
99.377
95.616
95.711
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
100.070
99.857
99.862
101.537100.544
101.312
101.405
100.443
100.565
101.309
101.876
101.777
101.360
100.653
100.475
101.453
101.687
102.172
101.188
100.850
100.477
100.300
99.851
99.648
99.921
99.865
100.207
99.717
99.268
99.902
100.326
98.872
99.205
99.685
100.272
101.527
102.095
102.012
100.487
100.067
99.488
99.181
99.409
99.727
98.530
98.711
98.002
97.780
97.455
100.367
100.078
99.999
100.375
99.965
100.378
100.033
100.361
99.963
100.381
100.067
100.350
99.936
99.860
99.835
99.793
99.71099.623
100.111
99.986
99.918
99.656
99.429
99.363
99.164
98.609
98.026
97.463
97.337
97.101
97.255
97.362
97.750
98.200
99.179
99.391
99.548
99.571
100.212
99.205
99.405
99.467
99.610
99.827
99.934
99.527
99.385
99.267
99.130
98.717
98.110
97.420
96.978
96.943
97.317
97.732
98.224
98.664
96.346
96.263
95.886
95.927
96.130
96.323
96.321
96.190
95.967
95.670
95.400
95.549
95.789
95.658
95.526
95.650
95.751
95.728
95.545
95.537
95.509
95.751
95.672
95.585
95.532
95.480
95.484
95.452
95.474
95.479
95.640
95.682
95.610
95.550
95.416
95.362
95.525
95.536
95.831
95.930
95.996
96.183
96.513
96.805
96.926
96.925
96.843
96.703
96.699
96.678
96.556
96.271
96.033
95.742
95.719
95.725
96.708
96.652
96.616
96.907
97.216
97.485
97.713
97.860
97.517
97.527
97.217
96.835
96.560
96.558
96.672
0
0
5
0
1
0
0
1
5
0
2
0
0
2
5
0
3
0
0
3
5
0
4
0
0
4
5
0
4
5
3
MH122
MH123
MH124
MH112
P
ip
e
1
0
31
5
0
m
m
P
V
C
P
ip
eL
1
7
.9
3
0
Pip
e1
04
15
0 m
m P
VC
P
ip
e
L 6
0.6
82
Pipe105
150 m
m
P
VC
P
ipe
L 49.791
P
i
p
e
9
5
1
5
0
m
m
P
V
C
P
i
p
e
L
5
2
.
8
7
8
P
ip
e
9
6
1
5
0
m
m
P
V
C
P
ip
e
L
5
0
.4
9
7
MH113
98.200
98.400
98.50098.100
MH131
MH129
MH114
A1
CLIENT:
PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
25
SITE LOCATION
©
Datum: Malin HeadGrid System: ITM
PAUL DOLAN
AIT WASTEWATER TREATMENT FACILITY
SEWER NETWORKPLAN LAYOUT
LM FK
03/04/2013 SEE DRAWING13_AD_009
DRAFT
ENGINEERING BUILDING
INDOOR
SPORTS ARENA
PUMPING STATION
TOWN SEWER
COLLECTION
POINT
DISCHARGE
MH
INLET WORKS
SETTLING TANK
PFBR UNIT
Meters
0
25
50
G1 SCHEME DESIGN
CONSULTING ENGINEERS LTD
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
MH
PUMPING STATION
CONTINUED
Level
0UTLET - LONGSECTIONSCALE: H 1:500,V 1:500. DATUM: 90.000
90
91
92
93
94
95
96
97
98
99
100
Existing Levels
Chainage
96.178
95.865
95.651
95.518
95.619
95.716
95.672
95.670
95.543
95.526
95.445
95.411
95.423
95.461
95.512
95.611
95.768
95.865
96.030
96.293
96.647
96.735
96.698
96.671
96.619
96.580
00.000
10.000
20.000
30.000
40.000
50.000
60.000
70.000
80.000
90.000
100.000
110.000
120.000
130.000
140.000
150.000
160.000
170.000
180.000
190.000
200.000
210.000
220.000
230.000
240.000
250.000
260.000
270.000
280.000
290.000
300.000
310.000
320.000
330.000
340.000
MH111
MH112
MH113MH114
MH115
Pipe95
Pipe96
Pipe97
Pipe98
Pipe99
Pipe108
MH131
1.310 VM 1200mm DIA CONC
COVER LEVEL = 97.838
SUMP LEVEL = 96.528
100mm Reinforced Concrete INV IN LEVEL = 96.53
Level
90
91
92
93
94
95
96
97
98
99
100
96.671
96.619
96.580
96.580
96.584
96.716
96.830
96.939
97.054
97.175
97.287
97.398
97.529
97.684
97.694
320.000
330.000
340.000
350.000
360.000
370.000
380.000
390.000
400.000
410.000
420.000
430.000
440.000
450.000
452.620
Pipe109
MH122
Level
Level
FLOW PIPE - LONGSECTIONSCALE: H 1:500,V 1:500. DATUM: 95.000
95
96
97
98
99
100
101
102
103
104
105
95
96
97
98
99
100
101
102
103
104
105
Chainage
Existing Levels
00.000
10.000
20.000
30.000
40.000
50.000
60.000
70.000
80.000
90.000
100.000
110.000
120.000
130.000
135.068
100.375
100.297
100.260
100.242
100.213
100.222
100.247
100.211
99.886
99.574
MH123
MH124
Pipe104
Pipe105
Pipe103
PFBR
UNIT
CONTINUED0UTLET - LONGSECTIONSCALE: H 1:500,V 1:500. DATUM: 90.000
A1
CLIENT:
PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
25
SITE LOCATION
©
PAUL DOLAN
AIT WASTEWATER TREATMENT FACILITY
SEWER PIPELINE LONGITUDINAL SECTIONS
LM FK
12/04/2013 SEE DRAWING13_AD_010
DRAFTG1 SchemeDesign Consulting Engineers Ltd.
Expertise, Technology, Results
PFBR UNIT SEE DRAWING No.
13_AD_008 FOR DETAILS
SEE DRAWING No. 13_AD_011
FOR DETAILS
EXISTING GROUND SURFACE
INLET WORKS
SEE DRAWING No.
13_AD_006 FOR DETAILS
EXISTING GROUND SURFACE
EXISTING GROUND SURFACE
ENGINEERING BUILDING
OUTLET POINT
NOTES:
FOR PIPE DETAILS AND
DESIGN INFORMATION
SEE DESIGN DOCUMENT NAME
'PUMPING STATION AND
SEWER DESIGN'
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
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NA
L P
RO
DU
CT
100mm Outlet Pipe
MH
Grunfos Submersible Pump
Precast Concrete Pump Station
Pump Start Level
Min Water Level
Pump Control Notes:
The pump station shall be supplied with a pump control
panel which shall provide local pump control and shall
interface with the Remote Telemetry Unit (RTU) being
supplied by the Instrumentation and Control System
Integrator.In normal operation level in the wet well shall be
detected by a level sensing device supplied by the
Instrumentation and Control System Integrator.
Interior components:
1.Stainless steel hardware including, but not limited to,
the
following:
a) Lifting chains
b) Anchor bolts
c) Bolts and nuts
d) Guide rails
e) Rail guides
f) Cable holder
g) Discharge piping.
2. Level control is to be provided by ultrasonic level
controller or submersible transducer.
3. Provide high water and low water alarm activated by
ultrasonic or submersible level control system and
backup float switches.
4. Locate level switch where flow from the inlet pipe will
not interfere with the float.
5. Provide a hanger for the float switch cable and
power cables.
6. Line wetwells, walls, and bottom surface of the top
cover with a high density polyethylene (HDPE)
concrete protective liner (CPL) or Raven epoxy coating.
7. Provision should be made for ventilation of the
wetwell.
7mm Chip for
Bedding & Cover
Green Field Section
In the Road In Road margin
but < 1m from Road
150mm Topsoil
Selected material
Wearing Course
Pipe of specified size
7mm Chip for
Bedding & Cover
80mm stone
well compacted
Pipe of specified size
80mm stone
well compacted
Pipe of specified size
7mm Chip for
Bedding & Cover
150mm Topsoil
TYPICAL MANHOLE DETAIL
SCALE 1:20
1220x685mm MULTIPLE
DUCTILE IRON COVER
BEDDED ON MORTAR
MORTAR HAUNCHING TO MH
COVER AND FRAME
COVER SLAB BEDDED ON PC
CHAMBER SECTION WITH
MORTAR, PROPRIETARY
BITUMEN OR RESIN MASTIC
SEALANT
CONCRETE SURROUND
150mm ST4
HIGH STRENGTH CONCRETE TOPPING TO BE
BROUGHT UPTO A DENSE SMOOTH FACE
NEATLY SHAPED AND FINISHED TO ALL
BRANCH CONNECTIONS (MINIMUM
THICKNESS 20mm)
ST4 CONCRETE BASE
CLASS B ENGINEERING BRICKS
CONCRETE BLOCKS OR PRECAST
CONCRETE COVER FRAME
SEATING RINGS. MIN 2 BRICKS,
MAX 4 BRICKS
1200x675mm OPENING IN COVER
SLAB
LIFTING EYES IN CONCRETE
RINGS TO BE POINTED
BENCHING SLOPE TO BE 1 IN 10
TO 1 IN 30
BOTTOM PRECAST CONCRETE
RING TO BE BUILT INTO BASE
CONCRETE MIN 75mm
DISTANCE BETWEEN TOP OF PIPE
AND UNDERSIDE OF PC CHAMBER
TO BE 50mm
225mm TO BARREL OF PIPE
TYPICAL BACKDROP DETAIL
SCALE 1:20
ST4 CONCRETE SURROUND TO BACKDROP
TO BE CAST INTEGRAL WITH MH
SURROUND
SHORT RADIUS 90 DEGREE BEND
CONSTRUCTION JOINT
PIPE SET VERTICALLY
CARE TO BE TAKEN TO MAINTAIN
FLEXIBILITY OF JOINTS
STANDARD TUMBLING BAY JUNCTION
INVERT OF RODDING EYE TO BE NOT
GREATER THAN 1.5m ABOVE TOP OF
BENCHING
PRECAST CONCRETE MANHOLE SECTION
A1
CLIENT:
PROJECT:
TITLE:
DRAWN: CHECKED: APPROVED:
DATE: SCALE:
DRAWING NO: REV:
REV NO: DATE: REVISION NOTE: CKD BY:DWN BY:
50mm100
5
15
403020
ON ORIGINAL
25
SITE LOCATION
©
Datum: Malin HeadGrid System: ITM
G1 SchemeDesign Consulting Engineers Ltd.
Expertise, Technology, Results
Paul Dolan
Athlone IT, Wastewater Treatment Facility
Sewer Network Structures
FK JC LM
03 / 04 / 2013 See Drawing13_AD_011 0000
DISCHARGE PUMPING STATION
SCALE - 1:50
Sewer Network Plan
SCALE - 1:1250
DISCHARGE PUMPING STATION
TYPICAL SEWER BEDDING DETAILS
SCALE - 1:20
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTP
RO
DU
CE
D B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT