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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1
DRAWING SCHEDULE CLIENT: PAUL DOLAN PROJECT: ATHLONE IT WASTEWATER TREATMENT FACILITY
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
DRAWING NO. 13_AD_001 13_AD_002 13_AD_003 13_AD_004 13_AD_005 13_AD_006 13_AD_007 13_AD_008 13_AD_009 13_AD_010 13_AD_011
REVISION NO.
DATE 03/04/2013 03/04/2013 03/04/2013 19/04/2013 03/04/2013 03/04/2013 15/04/2013 03/04/2013 03/04/2013 12/04/2013 03/04/2013
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
DRAWING TITLE DRAWING SCHEDULE GENERAL NOTES SITE LOCATION MAP WWT FACILITY LAYOUT WWT FACILITY PROCESS DIAGRAM INLET WORKS AND ANCILLARIES PRIMARY SETTLEMENT TANK TREATMENT UNIT SEWER NETWORK SEWER PIPELINE SECTIONS SEWER NETWORK STRUCTURES
DRAWING NO. EXPLANATORY NOTES 13_AD_000
UNIQUE DRAWING I.D. NUMBER 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)
REV NO:
ON ORIGINAL
0
10
REVISION NOTE:
DWN BY:
CKD BY:
G1 SchemeDesign Consulting Engineers Ltd. Expertise, Technology, Results
25 20
30
40
50mm
CLIENT:
Paul Dolan Athlone IT, Wastewater Treatment Facility
PROJECT:
Drawing Schedule
TITLE: DRAWN:
CHECKED:
FK
SITE LOCATION
Datum: Grid System:
Malin Head ITM
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
15 5
DATE:
DATE:
03/04/2013
APPROVED:
LM
JC SCALE:
N/A
DRAWING NO:
13_AD_001
REV:
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1
GENERAL NOTES
REINFORCED CONCRETE
MASONRY
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.
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.
GENERAL NOTATION
INSPECTIONS 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.
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.
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.
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
BEFORE FINISH PAINTING STEEL FRAMEWORKS.
5.
BEFORE GROUTING-IN STEEL FRAMEWORKS.
6.
BEFORE SHEETING OR BRICKING IN STEEL FRAMEWORKS.
6 FOR POSITIONING AND TREATMENT OF CONSTRUCTION JOINTS PROPOSALS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.
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.
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.
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.
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
3 FOUNDATIONS TO BE CENTERED UNDER WALLS UNLESS NOTED OTHERWISE ON THE DRAWINGS.
9 ALL LEVELS ARE RELATED TO AN ARBITARY DATUM 11 ALL SAMPLING AND TESTING OF CONCRETE TO COMPLY WITH IS EN 12350 AND IS EN 12390.
10 FOR LOCATION AND DETAILS OF ELECTRICAL EARTHING OF STRUCTURE REFER TO ELECTRICAL DRAWINGS AND DETAILS.
12 CORE DRILLING OF ANY REINFORCED CONCRETE ELEMENTS OF THE WORK SHALL NOT BE ALLOWED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER.
11 FOR FIRE PROOFING REQUIREMENTS REFER TO RELEVANT ARCHITECTS DRAWINGS AND RELEVANT FIRE SAFETY CERTIFICATE DRAWINGS.
13 150mm KICKERS ARE TO BE UTILISED FOR ALL RISING ELEMENTS.
12 ALL DPMs, DPCs, CAVITY WALL DRAINAGE, INTERNAL DRAINAGE, RADON PROTECTION BARRIERS AND SUMPS, ETC. TO ARCHITECTS SPECIFICATION & DETAILS.
14 REINFORCEMENT BAR NOTATION:
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
REV NO:
ON ORIGINAL
0
5
10
REVISION NOTE:
DWN BY:
20
40
DIRECTION OF SPAN OF FLOOR DECK
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.
Paul Dolan Athlone IT Wastewater Treatment Facility
PROJECT:
GENERAL NOTES
TITLE: DRAWN:
CHECKED:
LM
SITE LOCATION
STRUCTURAL STEEL BEAM ON PLAN
8 FOR MASONRY CONSTRUCTION DURING COLD WEATHER REFER TO THE SPECIFICATIONS AND THE PROVISIONS OF BS 5628.
I:\cover pic.jpg Malin Head ITM
DETAILED SECTION 1-1 SHOWN ON DRAWING 061_127-556
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.
50mm
Datum: Grid System:
1 556
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
G1 Schemedesign Consulting EngineersLtd. 30
RISING BLOCKWORK
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.
CLIENT:
25
HIDDEN CONCRETE OUTLINES
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.
CKD BY:
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
15
DATE:
RISING CONCRETE OUTLINES
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 FOR CONCRETING IN COLD WEATHER REFER TO THE CONCRETE SPECIFICATION AND TO THE PROVISIONS OF BS 8110.
1
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.
DIRECTION OF SPAN OF 200 DEEP FLOOR SLAB
VOID IN CONCRETE
4 CONCRETE BLINDING SHALL BE (C12/15) X0. ALL OTHER CONCRETE SHALL BE C30/37 XC4 CL-0.4
FOUNDATIONS
200 PC H/CORE
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
7 ALL DIMENSIONS ON DRAWINGS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED. WRITTEN DIMENSIONS ONLY APPLY. DRAWINGS ARE NOT TO BE SCALED.
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.
DATE:
03/04/2013
APPROVED:
FK SCALE:
N/A
DRAWING NO:
13_AD_002
REV:
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
REV NO:
ON ORIGINAL
5
10
REVISION NOTE:
DWN BY:
CKD BY:
G1 SchemeDesign Consulting Engineers Ltd. Expertise, Technology, Results
25 20
30
40
50mm
CLIENT:
Paul Dolan Athlone IT Wastewater Treatment Facility
PROJECT:
Site Location Map
TITLE: DRAWN:
CHECKED:
FK
SITE LOCATION
Datum: Grid System:
Malin Head ITM
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
15 0
DATE:
DATE:
03/04/2013
APPROVED:
LM
JC SCALE:
1:1250
DRAWING NO:
13_AD_003
REV:
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1
Athlone IT Wasrewater Treatment Facility - Process Diagram
Direction of Flow Hydraulic Flow Influent Collection MH 122 Invert level 99.070m
Pumped Flow
Inlet Works Pipe Invert Level 97.94m
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Screenings
Effluent Discharge MH 111 Invert level 97.162m
Skip
Municipal Discharge MH 131 Invert level 96.528m
Treatment unit - Pumped Flow Bio-film Reactor Cover Level 98.0m Invert Level 96.0m Discharge Reactor
Feed Reactor
Back Drop MH 112 Invert level 94.484m
Buffer Tank Cover Level 98.0m Invert Level 95.5m
Primary Settlement Tank Cover Level 98.0m Invert Level 95.5m
Pumping Station Invert level 89.415m
Invert level 96.520m
Invert level 92.869m
REV NO:
ON ORIGINAL
0
10
REVISION NOTE:
DWN BY:
CKD BY:
G1 SchemeDesign Consulting Engineers Ltd. Expertise, Technology, Results
25 20
30
40
50mm
CLIENT:
Paul Dolan Athlone IT Wastewater Treatment Facility
PROJECT:
WWT Facility Process Diagram
TITLE: DRAWN:
CHECKED:
APPROVED:
JC
LM
FK
SITE LOCATION
Datum: Grid System:
Malin Head ITM
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
15 5
DATE:
DATE:
03/04/2013
SCALE:
N/A
DRAWING NO:
13_AD_005
REV:
0000
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1
Inlet Works Pipe Invert Level 97.94m
Augar housing Screenings
Flow
Flow
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Skip Overflow pipe Ground Level
Treatment Unit Elevational Section
Screenings Flow
Treatment Unit Elevation Overflow pipe
Overflow channel Flow
Treatment Unit Elevation
REV NO:
ON ORIGINAL
0
10
REVISION NOTE:
DWN BY:
CKD BY:
G1 SchemeDesign Consulting Engineers Ltd. Expertise, Technology, Results
25 20
30
40
50mm
CLIENT:
Paul Dolan Athlone IT Wastewater Treatment Facility
PROJECT:
Inlet Works and Ancillaries
TITLE: DRAWN:
CHECKED:
FK
SITE LOCATION
Datum: Grid System:
Malin Head ITM
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
15 5
DATE:
DATE:
03/04/2013
APPROVED:
LM
JC SCALE:
1:20
DRAWING NO:
13_AD_006
REV:
0000
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1
FORM NO FRM-010 PRODUCED
REVISION 1 REVISION DATE 05/12/11 BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
REV NO:
ON ORIGINAL
15 0
5
10
REVISION NOTE:
DWN BY:
CKD BY:
G1 SchemeDesign Consulting Engineers Ltd. Expertise, Technology, Results
25 20
30
40
50mm
CLIENT:
PAUL DOLAN
PROJECT:
AIT WASTEWATER TREATMENT FACILITY PROCESS STAGE
TITLE:
PRIMARY SETTLING TANK STEEL REINFORCEMENT DETAILS
DRAWN:
CHECKED:
LM
SITE LOCATION
Datum: Grid System:
Malin Head ITM
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
DRAFT
DATE:
DATE:
15/04/2013
APPROVED:
JC SCALE:
DRAWING NO:
13_AD_007
REV:
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1
PFBR Treatment Unit
Treatment Unit Elevation
Note: Primary settlement and buffer tank details can be seen in drawing 13_AD_007
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
Inlet Pipe Primary Settlement Tank
Buffer Tank
Dry Well Mounted Pump to take Sludge from the Reactor Tanks to the Screening Manhole Dry Well Mounted Pump to take effluent from the Buffer Tank to the Feed Reactor
Discharge Manhole
Discharge Reactor
Feed Reactor
Dry Well Mounted Pump to take effluent from Feed Reactor to Discharge Reactor
Dry Well Mounted Pump to take effluent from Discharge Reactor to Feed Reactor or Discharge Manhole
Treatment Unit Plan
REV NO:
ON ORIGINAL
0
10
REVISION NOTE:
DWN BY:
CKD BY:
G1 SchemeDesign Consulting Engineers Ltd. Expertise, Technology, Results
25 20
30
40
50mm
CLIENT:
Paul Dolan Athlone IT Wastewater Treatment Facility
PROJECT:
Treatment Unit - Pumped Flow Bio-film Reactor
TITLE: DRAWN:
CHECKED:
JC
SITE LOCATION
Datum: Grid System:
Malin Head ITM
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
15 5
DATE:
DATE:
03/04/2013
APPROVED:
LM
FK SCALE:
1:40
DRAWING NO:
13_AD_008
REV:
0000
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1
100.367
100.078
99.999
ENGINEERING BUILDING
MH122 100.375
Pi 150 m pe103 m PV C L 17.9 Pipe 30
99.965
MH123
100.378
100.033
Pipe104 150 mm PVC Pipe L 60.682
100.111 99.963
100.361
99.986
100.381
100.067
99.918 98.224
97.732
98.664
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
99.936 97.317
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
100.212
99.205
MH124
100.350
99.656
98.110 98.717
99.405
99.860 99.934 99.571
99.610
99.827
97.420 98.086
98.698
96.978 97.268
99.142 99.268
99.130 99.835
96.943
97.574
99.467
99.717
99.396 99.267
99.429
99.710
99.623 99.911
99.819 100.070 99.669 100.565 101.309
99.865
101.453
99.921
101.777
96.323
102.172
99.179
MH112 100.272
101.527
99.685
96.190
99.205
102.095
98.872
102.012
95 Pipe e p Pi PVC 78 mm 52.8 0 L 15
100.487
98.036
98.400
98.200
100.067
98.609
95.789
CL
95.967
95.670
CL
95.549
MH113 95.616
INDOOR SPORTS ARENA
95.658
95.400
95.526
CL 95.751
99.181
50
INLET WORKS
95.927
Pip 150 m e96 m PVC L 50.4 Pipe 97 96.321
98.665
CL CL CL 96.130
100
99.164
99.327
100.300
101.188
99.862 101.537 100.544 101.312
99.377
95.886
99.648
99.851 101.687
96.346
99.367
100.326 100.477
101.405
99.363
96.263
100.850
101.876
99.391
100.207
99.902
101.360
Pipe105 C Pipe 150 mm PV L 49.791
99.857100.443
99.809
99.483 99.570
99.706
100.475
100.653
99.549
99.385
99.527
99.793
99.548
99.488
95.650
98.780
95.728
15 0
DISCHARGE MH
SETTLING TANK
99.409
99.727
95.525 95.585 95.536
95.672 95.362
95.545
98.200
PFBR UNIT
MH114
95.751
96.926
98.870 95.532
96.843
95.537
98.026
95.509
98.500
98.530
98.619
95.484
96.513
96.678 96.556
95.550
95.452
97.750
95.610 98.711
95.474
97.463
CL
98.002
MH129 95.719
97.526
96.616
96.033
95.682 95.725
CL
96.558
95.996
350
97.780
95.930
95.640 98.097
250
97.362
96.652
96.672
95.479
00
97.775
96.703
96.271
96.183
95.831
96.699
300
98.100
96.708
95.416
200
95.711
97.337
96.925
96.805
98.486
95.480
CL
96.907
96.560
97.255
95.742 97.455 97.298
96.835
97.154
TOWN SEWER COLLECTION POINT
CL
400
97.101
97.216
PUMPING STATION
97.275
97.485
CL 97.217
97.713
MH131 97.860
453 450 97.517
0
97.527
50 25 Meters
REV NO:
ON ORIGINAL
15 0
5
10
REVISION NOTE:
DWN BY:
CKD BY:
CLIENT:
25 20
30
40
PAUL DOLAN AIT WASTEWATER TREATMENT FACILITY
PROJECT:
50mm
G1 SCHEME DESIGN CONSULTING ENGINEERS LTD
SEWER NETWORK PLAN LAYOUT
TITLE: DRAWN:
CHECKED:
LM
SITE LOCATION
Datum: Grid System:
Malin Head ITM
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
DRAFT
DATE:
DATE:
03/04/2013
APPROVED:
FK SCALE:
SEE DRAWING
DRAWING NO:
13_AD_009
REV:
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1
0UTLET - LONGSECTION CONTINUED SCALE: H 1:500,V 1:500. DATUM: 90.000
EXISTING GROUND SURFACE
96.698
96.671
96.619
96.580
310.000
320.000
330.000
340.000
96.735 300.000
96.647
95.865 260.000
290.000
95.768 250.000
96.293
95.611 240.000
280.000
95.512 230.000
96.030
95.461 220.000
95.411 200.000
MH
95.423
95.445 190.000
95.672 150.000
95.526
95.716 140.000
180.000
95.619 130.000
95.543
95.518 120.000
170.000
95.651 110.000
Pipe108
Pipe99
95.670
95.865
90.000
80.000
70.000
60.000
50.000
40.000
30.000
20.000
10.000
MH131 1.310 VM 1200mm DIA CONC COVER LEVEL = 97.838 SUMP LEVEL = 96.528
0UTLET - LONGSECTION CONTINUED SCALE: H 1:500,V 1:500. DATUM: 90.000 EXISTING GROUND SURFACE
100mm Reinforced Concrete INV IN LEVEL = 96.53 100 99 98 97 96 95 94 93 92 91 90
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
NOTES: FOR PIPE DETAILS AND DESIGN INFORMATION SEE DESIGN DOCUMENT NAME 'PUMPING STATION AND SEWER DESIGN'
Level
00.000
MH115 Pipe98
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
FLOW PIPE - LONGSECTION SCALE: H 1:500,V 1:500. DATUM: 95.000
MH122
DRAFT 15 0
5
10
EXISTING GROUND SURFACE
REVISION NOTE:
DWN BY:
30
40
70.000
80.000
90.000
100.211
99.886
99.574
135.068
60.000 100.247
120.000
50.000 100.222
110.000
40.000 100.213
100.000
30.000
CKD BY:
CLIENT:
G1 SchemeDesign Consulting Engineers Ltd. Expertise, Technology, Results
25 20
105 104 103 102 101 100 99 98 97 96 95
PFBR UNIT
Pipe105
130.000
Pipe104
100.242
100.297
DATE:
MH124
20.000
10.000
Existing Levels
MH123
100.260
Chainage
00.000
Pipe103
100.375
Level
REV NO:
ON ORIGINAL
105 104 103 102 101 100 99 98 97 96 95
Level
INLET WORKS SEE DRAWING No. 13_AD_006 FOR DETAILS
ENGINEERING BUILDING OUTLET POINT
50mm
PAUL DOLAN AIT WASTEWATER TREATMENT FACILITY
PROJECT:
SEWER PIPELINE LONGITUDINAL SECTIONS
TITLE: DRAWN:
CHECKED:
LM DATE:
SITE LOCATION PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
MH114
Pipe97
100.000
96.178
Level
Existing Levels Chainage
MH113
Pipe96
210.000
MH112
Pipe95
100 99 98 97 96 95 94 93 92 91 90
PUMPING STATION SEE DRAWING No. 13_AD_011 FOR DETAILS
160.000
MH111
270.000
PFBR UNIT SEE DRAWING No. 13_AD_008 FOR DETAILS
12/04/2013
APPROVED:
FK SCALE:
SEE DRAWING
DRAWING NO:
13_AD_010
REV:
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
A1 TYPICAL SEWER BEDDING DETAILS SCALE - 1:20 Wearing Course
150mm Topsoil
Sewer Network Plan SCALE - 1:1250
Selected material
80mm stone well compacted
Pipe of specified size
7mm Chip for Bedding & Cover
150mm Topsoil
80mm stone well compacted
Pipe of specified size
Pipe of specified size
7mm Chip for Bedding & Cover
Green Field Section
In the Road
7mm Chip for Bedding & Cover
In Road margin but < 1m from Road
DISCHARGE PUMPING STATION
1220x685mm MULTIPLE DUCTILE IRON COVER BEDDED ON MORTAR
COVER SLAB BEDDED ON PC CHAMBER SECTION WITH MORTAR, PROPRIETARY BITUMEN OR RESIN MASTIC SEALANT
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.
MH
Precast Concrete Pump Station Pump Start Level
Min Water Level
Grunfos Submersible Pump
LIFTING EYES IN CONCRETE RINGS TO BE POINTED BENCHING SLOPE TO BE 1 IN 10 TO 1 IN 30
HIGH STRENGTH CONCRETE TOPPING TO BE BROUGHT UPTO A DENSE SMOOTH FACE NEATLY SHAPED AND FINISHED TO ALL BRANCH CONNECTIONS (MINIMUM THICKNESS 20mm)
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
ST4 CONCRETE BASE
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.
100mm Outlet Pipe
1200x675mm OPENING IN COVER SLAB
CONCRETE SURROUND 150mm ST4
225mm TO BARREL OF PIPE
TYPICAL MANHOLE DETAIL SCALE 1:20
STANDARD TUMBLING BAY JUNCTION
PRECAST CONCRETE MANHOLE SECTION
CARE TO BE TAKEN TO MAINTAIN FLEXIBILITY OF JOINTS
INVERT OF RODDING EYE TO BE NOT GREATER THAN 1.5m ABOVE TOP OF BENCHING
PIPE SET VERTICALLY
ST4 CONCRETE SURROUND TO BACKDROP TO BE CAST INTEGRAL WITH MH SURROUND
CONSTRUCTION JOINT
SHORT RADIUS 90 DEGREE BEND
TYPICAL BACKDROP DETAIL SCALE 1:20
REV NO:
ON ORIGINAL
15 0
5
10
DATE:
REVISION NOTE:
DWN BY:
CKD BY:
G1 SchemeDesign Consulting Engineers Ltd. Expertise, Technology, Results
25 20
30
40
50mm
CLIENT: PROJECT: TITLE: DRAWN:
FK
SITE LOCATION
Datum: Grid System:
Malin Head ITM
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
DISCHARGE PUMPING STATION SCALE - 1:50
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
CLASS B ENGINEERING BRICKS CONCRETE BLOCKS OR PRECAST CONCRETE COVER FRAME SEATING RINGS. MIN 2 BRICKS, MAX 4 BRICKS
MORTAR HAUNCHING TO MH COVER AND FRAME
Paul Dolan Athlone IT, Wastewater Treatment Facility Sewer Network Structures CHECKED:
APPROVED:
JC
LM
DATE:
03 / 04 / 2013
SCALE:
See Drawing
DRAWING NO:
13_AD_011
REV:
0000