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Electrical Mechanical Water Meters 5 Bunya Street Eagle Farm Q 4009
Ph. (07) 3403 1849 Fz. (07) 3403 1898
Brisbane Water Engineering Services
WACOL TO OXLEY
SECTION 1
1670 DIAMETER MSCL WATER MAIN
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
OPERATING MANUAL FOR:
CLIENT:
Electrical .Mechanical Water Meters 5 Bunya Street Eagle Farm Q 4009
Ph. (07) 3403 1849 Fx. (07) 3403 1898
20 September 1996
WACOL TO OXLEY
TRUNK MAINS
Section 1
CATHODIC. PROTECTION SYSTEM
BRISBANE WATER. WATER MAINTENANCE SECTION.
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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MANUAL CONTENTS
(1.0) Introduction (2.0) Corrosion and Cathodic Protection (3.0) Mains Details (4.0) Cathodic Protection (4.1) Type of System (4.2) Rectifier (4.3) Cathode (4.4) Anodes (4.5) Test Points (4.6) Associated Drawings (4.7) Associated Standards (4.8) Government Regulations (5.0) Peformed Testing (6.0) Conclusion (7.0) Maintenance
DRAWINGS
486/6/25 -AA1 C0021E
(No Number)
486/4/6- W7080GD TO 486/4/6- W7101RC
Standard Rectifier Wiring Diagram
Monthly Maintenance Program
Logan City Trunk Main Amplification
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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-(1.0) INTRODUCTION
Steel when immersed or covered in water has a tendency to corrode (or rust) as the oxidized form is more stable than the metal.
Because of this, precaution must be taken to stop or minimize the corrosion reaction to an acceptable level consistent with the design life of the structure. This is normally achieved by the use of protective coatings which control the corrosion reaction by isolating the steel from its surrounding environment.
However, it is not practical to achieve a perfect coating and coating damage will always occur with time. Because of this, corrosion may occur at imperfections in the paint coating, causing further deterioration in the coating as well as loss of metal.
As a result of this, the coating defects must be rectified by periodic maintenance or an additional method of protection used to prevent this deterioration and corrosion occurring. This additional protection is achieved by the cathodic protection system.
(2.0) CORROSION AND CATHODIC PROTECTION
Corrosion is an electrochemical process in that it is accompanied by a flow of electrical current.
Corrosion occurs on the surface of metals at active areas known as anodes, which are electrically continuous with less active or passive areas known as cathodes. The electric current flows from the anode through the electrolyte to the cathode, with the circuit being completed by the electrical continuity between the cathode and anode. In practice anodes and cathodes are generally part of the same metallic surface and individual anodic areas may be small.
In applying cathodic protection and external current is applied to the surface so that the entire surface to be protected acts as a cathode. This involves the use of an auxiliary anode and when the current flow from this anode is sufficient, no part of the structure acts as an anode.
An external source of direct current such as a transformer rectifier is used in conjunction with an anode consisting of material with a very slow corrosion rate.
While it is the flow of current which achieves the cathodic protection of the surface it is impractical to measure these currents over individual anodic areas to determine when cathodic protection has been achieved. However, with the flow of cathodic protection current, the structure becomes more negative with respect to the surrounding electrolyte. Because of this, it is possible to state values of metal /electrolyte potential at which corrosion does not occur. This metal /electrolyte potential is generally measured against a standard reference electrode which allows a reproducible potential at which corrosion does not occur to be quoted.
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(3.0) MAINS DETAILS
Size:
Note
Coating:
Length:
Location:
Construction. Drawings:
Existing 600 and new 1670 Dia mild steel cement lined.
The new main is protected in parallel with Ducie st system and is
controlled from the rectifier in Ducie st.
Tar Epoxy. /Fusion bonded polyethelene
Appox 3.28 Km.
Wacol Station rd to Bernoulli st Valve (A1277) 300M along Wolston rd (unformed)to (Valve A1292). Bernoulli st 10M from Archerfield rd
486/4/6-W7080GD 486/4/6-W7101RC DUCIE St. C.P. System
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(4.0) CATHODIC PROTECTION DETAILS
(4.1) Type of Cathodic Protection: Impressed Current.
(4.2) Rectifier: Standard 25 Volt, 25 amp direct current output enclosed in a stainless steel switchboard. Rectifier has a 240V supply from Ducie st Electricity pole .
The rectifier is located in Ducie st. In the park.
(4.3) Cathode: The cathode point is located on the 600 Dia mains, 2M in front of the rectifier and on the 1670 Dia mains directly to the rear of the rectifier across the park next to Ebrington st. The cathode point is where the cabling from the rectifier is attached to the structure under cathodic protection.
(4.4) Anodes: Two 1500 x 75mm silicone iron anodes were installed approximately 200 metres from the rectifier in the center of the park in a vertical bed.The anodes were firstly packaged with cokebreeze thereby improving anode - ground resistance. The anodes are identified by a marker label fixed to the distribution pit lid.
(4.5) Test Points: Test points are installed on cathodically protected structures to enable testing to ensure full protection of the mains. On these mains eight test points have been installed and their locations can be identified from the layout drawing.
(4.6)
(4.7)
(4.8)
Associated Drawings: Cathodic Protection Details - 2/14.213 Cathodic Protection Test Point Details - 2/14.199 Standard Rectifier Wiring Diagram - 486/6/25- AA1C0021E Standard Vertical Groundbed Details - 486/6/25- AA1C0024E
Associated Standards: AS 3000 1986 Australia Wiring Rules AS 2832.1 1985 Pipes, Cables, Ducts, Guide to Cathodic Protection,
Part One.
Government Regulations: Queensland Electricity Acts and Regulations.
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(5.0) PERFORMED TESTING
(1) Natural Potential Survey.
(2) Testing of Insulated Flanges, Joints.
(3) Soil Resistance Testing.
(4) Current Drain Survey.
(5) Pipe Coating Anomaly Survey.
(6) Rectifier Loop Resistance.
(7) Foreign Structure Interference Survey and Mitigation.
(8) Final Potential Survey and Commissioning.
(6.0) CONCLUSION
Full Cathodic protection has been achieved on this section of trunk mains. The cathodic protection system is registered with the Queensland Electricity Commission and has approval to operate.
(7.0) MAINTENANCE
The cathodic protection system is maintained on a monthly basis after commissioning. These checks involve testing rectifier operation and recording of pipe to soil potentials.
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20 th September 1996. Electrical Engineering Unit. Cathodic Protection
CPS Monthly Maintenance Details.
Required:
1/ Notify plant operator and /or sign entry logs where necessary. 2/ Have appropriate keying.
Labour:
One tradesperson, one vehicle. 20 minutes per site.
Procedure:
1/ Identify installation. 2/ Check system for operation. 3/ Record voltmeter. 4/ Record ammeter. 5/ Comments. 6/ Log entry.
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20 th September 1996 Electrical Engineering Unit. Cathodic Protection
CPS 6 Monthly Maintenance Details.
Required:
1/ Notify plant operator and /or sign entry logs where necessary. 2/ Have appropriate keying. 3/ Set of tools. (Electricians) 4/ Multimeter. 5/ DC clampmeter. 6/ Copper sulphate reference cell and leads. 7/ Cleaning equipment. 8/ Gatic cover lifters.
Labour:
One tradesperson electrical, one laborer, one vehicle. Two hours per site.
Procedure:
1/ Identify system. 2/ Check system for operation. 3/ Record voltmeter. 4/ Record ammeter. 5/ Record "on" potentials for all test points. 6/ Record "instant off" potentials for all test points. 7/ Record "off" potentials for all test points. 8/ Perform loop resistance and record. 9/ Check and record anode string currents. 10/ Comments. 11/ Log entry.
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20 th September 1996 Electrical Engineering Unit. Cathodic Protection
CPS 60 Monthly Maintenance Details.
Required:
1/ Notify plant operator and /or sign entry logs where necessary. 2/ Have appropriate keying. 3/ Set of tools. (Electricians) 4/ Multimeter. 5/ DC clampmeter. 6/ Copper sulphate reference cell and leads. 7/ Cleaning equipment. 8/ Gatic cover lifters. 9/ Rectifier load bank. 10/ PCS2000 Detection Equipment.
Labour:
One tradesperson electrical, one laborer, one vehicle. Eight hours per site.
Procedure:
1/ Identify system. 2/ Check system for operation. 3/ Record voltmeter. 4/ Record ammeter. 5/ Record "on" potentials for all test points. 6/ Record "instant off" potentials for all test points. 7/ Record "off" potentials for all test points. 8/ Perform loop resistance and record. 9/ Check and record anode string currents. 10/ Load test rectifier for 10 minutes. 11/ Check all switchboard and testpoint terminals for tightness. 12/ Check all switchboard and testpoints are labelled and I.D. tags attached. 13/ Check plans are correctly drawn and modify if necessary. 14/ Remove and inspect anodes. 15/ Recheck all interference (CPS) bleeds. 16/ Pipecamp structure if applicable. 17/ Apply for "continue to operate" permit if applicable.
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Brisbane Water Engineering Services CP Form No. 23
Electrical Engineering Unit
Cathodic Protection System Potential Recording Form
Project Date
-500
-1500
-2000
Test Point number
Distances to T.P.
Potentials to CuSO4 Resistivities at 2 metres Natural Off On
(metres) (mV) (mV) (mV) (ohm.metres) 1 0 -783 -824 -936 6.5 2 500 -842 -857 -931 9.98 3 1150 -818 -831 -936 13.91 4 1550 -823 -833 -936 12.61 5 1980 -832 -828 -946 9.1 6 2600 -889 -890 -1049 13 7 2960 -866 -870 -1014 65 8 3280 -888 -891 -1004 52 9
10
11
12 13
14
Graph of potentials and resistivity vs pipelength
w
A
400
300
200
- 100
0 500 1150 1550
Distance (metres) 1980 2600
Natural o Off
Rectifier located at OM. 4
ik On e -850mV Resistivity
2960
Revision 09/20/96
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection System Loop Resistance
Ph. 34031838 Fx. 34031839 5 Bunya Street
Eagle Farm Q 4009
Date: 20 September 1996 Cathodic Protection System: Wacol to Oxley section 1
System Operating Volts: 7.9 System Operating amps 6
12
10
8
4
2
o
09/20/96
Test Voltage: Test Current: (volts) (amps)
2 w , 1.5 4 3.4 6 - " 5.1
,
8 6.9 10 8.6
Loop Resistance (ohms)
1.142857
Graph of System voltage vs current.
o 2 4
Current (amps) 6 8 10
LOPWAOXI .WK4
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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SEP 24 '96 13:52 SEQEB TEST DEPT
: $:...:. -ti::t.
Vt /a.t. e 'S:er81i:pep:
tQ: Tlarrvl Iiqt;uet :I ,
COmpányAocgtionttSP*S : '
fax no: 34075986 .:: . !
.
PHQNE34E17530 ;:; i
.1
daté:ll.Scpt 199§
P.1/3
r Electrical Mee!}.aitïeal © Water Meters' 5.Betitiya Street Eagle Farm Q 4009
Ph. (07) 3403184'9 Fx. (07) 3403 lt 898
ranamissiza.
_.. f'ram:rlc:t;er>!
.
- - , ..
unit: Electrical Engineering Unit
ph áo:34031.838 ....... í'a4 ná:{47) 34p3 1839 :- . .
including this pagé)Three
;..,
re:Zriterferéric:e Test Res:ultsfor `tirCal..Sti: jt:r'A:C ;íL .r,:ARtR1~i'PT.D Rd DARRA ._.... ... - -
...*a&wart
in relat.
ig n ' o ou ::
phriz e¡
eu. nresatiUn, roiÍgti.
`i7t
i.
s the . r.
;.
lit n itáy resulte, of`:ñterference testing of U24 :
cathodic system o,yoilr..; s#ructure: 1
_ . :'.
Íf Othér on-sit e, testiilg: a:d 1 or -witnessing ór t.éstinig by yop r3 reCtilri.ed, :please 'Contact the undersigned to arrange ,those: tests;
a ..
Could yop .`plëasé r.epl9, .bq FAX I;TTER:cifyó.0 aÿceptar'twe c.fthe: above .testiilgfor our records.
XES..I Accept te test.. atA and t,ave.nÖ obj.ec..tior tí the systen.bei liceiCed. . 1 ;
.. . y i
NO T Ft.Ociuirc vi#néss ,teslng ;
Regards, JishrJi Taylor
Terry McGovern .
Date914/ ?1 96.
.Date.. / /
. . :..:: .<.. ;.{. ,; 995LOfi£dáS!-: ..''d0.i5/p1 '3379 A%3 6£809Z: ZA:80 96('
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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20109 '96 10:02 ^807 3852 2229 TELSTRA EPT QLD al001
QE330/11/139
11 September, 1996
JS=AH DMESIDOCSITECHOFFSUEFFI017
MANAGER DEPT OF WATER SUPPLY AND SEWERAGE GPO BOX 1434 BRISBANE Q 4001
(Attention Mr. M. Jukes)
Dear Sir
COMMERCIAL AND COMBER EXTERNAL PLANT TECHNOLOGY, OLD.
144 ARTHUR sT FORTITUDE VALLEY 04008
Australia
Telephone (07) 3838 0118 Message Bank Facsimile (07) 3252 4664
Interference tests were carried out on Telstra plant in the vicinity of your cathodic protection systems in the Dude Street Reserve, Dana and the Oxley Golf Course on 4 and 919/96 in conjunction with Mr. John Taylor.
These tests showed 7 locations with potential change in excess of 10 milliVoits positive.
However, taking into account the effect of existing cathodic protection on Telstra plant and in accordance with the Electricity Act Sect. 198. (3), mitigation is not required at this time.
Please contact this office if you have any queries.
Yours faithfully
Manager External Plant Technology
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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11 SEP '96 14:32 CAN TECHNOLOGY OR 3252 4664 46 P.1/7
Facsimile
From -Tit 41r yort lyuv To cpy %A y /k/tf,Q.2y I%l 1"4 Ot/eE,z.v
Facsimile '3 403 / W 3 9 Fila
Company e CC Dale 1)- - $á
Location Total Pages 7 Distrib.
D vGl/g Sr
Cele
42be. 41' y o r1 e..)n!/rS
gig S[>g.,rs 1 r-An2 Lr" fe 77i' S'J'
g e.ee"Fr %"o r%"Kgle
.e4,,94P0_g
Telstra Corporation Limited PCM 051 775 556
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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11 SER '96 14:33 CAN TECHNOLOGY OR 325E 4664 46
:.yr.:.' ..+.,...:-.7._ i'::: ,a`
t
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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11 SEP '96 14:35 CAN TECHNOLOGY OR 3252 4664 46 P.7/7 Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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T6TFT-796 14: 34 CRITECHNOLOGY OR 3252 44 46
ji
tot
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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14 34 CAN TECHNOLOGY OR 3252 4É84 1`
!
` S
_ i
i '
g ó .: , .- ? ' . ' ;
' . .: Ñ \ - 'lA;
...: .
46
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Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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11 SEP '96 14:33 CAN TECHNOLOGY OR 3252 4664 46 P.4/7
Cr.
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Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
to: Darryl Ringuet
company/location: SEQEB
fax no: 34075986
PHONE:34075369
date:11 Sept 1996
Electrical Mechanical Water Meters 5 Bunya Street Eagle Farm Q 4009
Ph. (07) 3403 1849 Fx. (07) 3403 1898
Fax transmission
from: Kerry Mc Govern
unit: Electrical Engineering Unit
ph no:34031838 fax no:(07) 3403 1839
no of pages: (including this page)Three
re:Interference Test Results for WACOL Stn Rd WACOL to ARCHERFIELD Rd DARRA
message:
In relation to our phone conversation, following is the preliminary results of interference testing of our cathodic system to your structure.
If further on -site testing and / or witnessing of testing by you is requried, please contact the undersigned to arrange those tests.
Could you please reply by FAX or LETTER of your acceptance of the above testing for our records.
YES I Accept the test data and have no objection to the system being licenced.
Signed by Date. / /
NO I Require witness testing Signed by Date. / /
Regards, John Taylor
Kerry Mc Govern Electrical Supervisor
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project .4.4ßY 1' Oxle Unit Reading S i l " s Date 28 4? i.6
Reading Test Point I. D.
Location Swing
On S'32- . NtE.v. / 2 /r4 ;Iva 0, /4Yp s7' Pole 2.82o3 _/o Off - SZZ
p ~ ó 26 Nr c» r st-,-aTi..../h /Psu,'e-ls
off -617 Qds Po% 376-S/ +/ On --640 49 EN bQ0 ,b <BE,QtNGï`oN Off -
- 619 Po le 6 Z! .4 i _z /
On -473 /%? EN 4 rcLi er grè/c/ .2d.
Off -479 Po% Z 3 o$S 6
On --4-.Zß In- -N f1-r4 er rr/1/ !lo!
Off -43 7 Pole 23 og +
On --s`Y SI M EA/ 4 rcli .er r,--e-ici Ra7
Off _SQg - Fr, le 23 oS7 VB c)-°
On -- 414' t3erhov frc S7` 1--'134f
Off -- 444 Z-1-Po /e Pole 3 7.Z 6-3 7 0 o
On -74$ Bervrovli'eS% Off - ¡ Z L-7"Po% Po le "i 71 5-3 $
On -3 6$ y-T T-ocver
Par:c ,@ Dv ul,e Si-: .__.= .° ` `'7/9S Ceirieraryil,, - !
Off -3ó7 On -3Si, tfT PQrk@ Dv epe gt Off - 3 5'5- l,COwer 7 D 7 Ce+ife x ary 6«y `I On - 4 33 tr1 7 ' NA/a rrgN dç N S7"
Off =-427 Tocver -7/gg b
On - -47o .FT - -vtia r r e a dr sr Off --466 TbuiGr 70 -7
On - 4-9/ M E,v 6! 14,4 rrl 'II 174o h Off -473 Pelër -1/94. -1/94. / - 6 On --3Q6 Al EA/ f7 Dcici,e ST
Off -3,73 Po /e . ' On -425- n-7 Eti c 5 - 0 6 Off `4ZS
TESTED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project ' /a co,l 9....Q Lq Unit Reading .2'E V .ó3"'s Date 1 -á -
Reading Test Point I. D.
Location Swing
On -332 svi EN C r Ipsu./ah ,,lervib Sis
%/'ans%orosier Pole - /4 Off -3/S On -358 isoEN G7 S74r0,711a'rd. ST
Tra naoraider Po% _ 3
Off -355 On
---- L,coB m EN 5tra ?LA ctìh4/ St
Pole I g3ó4 -s Off -403 On -42 6 m E-., Sfra fli na ve-i- S t
_.
Po/e ó zJ 43
_.. .. -/3
Off - 4/3 On -cf oo rvt EA/
MEN
S ct ti a n ct n ci/Ar S f- Pole 622gq ;- .
/"_ J_^ Set n gH ggH clç s?-
bZ288
-I-- I
-
00
Off -go/ > On
Off -- --` -f3g3 On
Off - 8g3 On -.4.Z/ ME/V S Ct H G2h a/9 dei
Po /e 3 .Z. / Sg - -I-- "Z Off -4z3 On -38ç LT
P o e S4K grHgN CIP
Pole 3 7/ 2-7 2. i-/ Off `390 On
Off
On
- Off
On - _.
Off
On
Off
On
Off
On
Off
TESTED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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LAST TRANSMISSION REPORT
11/09 '96 08:05 Pag. 01
2680839
E/F ELEC W/SHOP
Tr.No. Type Doc.R. Destination ID Date /Time Durat. Page Result
0044 TX ADF 61 7 2676228 11/09 '96 08:02 02:31 03 OK
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services CP Form No.26
Electrical Engineering Unit
Cathodic Protection System General Information Form
Project .j/Vaco/ fd OxleSec-f / Date 30 -7 -9Z
- -- LOCATION OF RECTIFIER
NUMBER & STREET NAME:
SUBURB:
SLOPED w,-/-4 60o T/yl.
D uc« Sf Pczr`(' o*o .S1rct)/liea/e
D4rrq POSTCODE: 4 0 7' UBD MAP REFERENCE: t 9 7 g 'b
SYSTEM INFORMATION:
INSTALLATION PROTECTED:
DIAMETER of MAIN in mm: / 6 7 0
LENGTH of MAIN in metres: 1,/- ,000
COATING on MAIN: /17e ,, -0-e);5./6. {.5'10,1 ian6/ Ply 49
PRODUCT CARRIED: t,l ct
YEAR MAIN INSTALLED:
INSTALLATION EXTREMITIES: From - Waco Ao/ Wäco/ /97 E /S
To Serti oul/e. St 4rclt#4e/14' B /7-
CPS NUMBER:
DATE C.P. COMMISSIONED:
DRAWING NUMBER:
H.V. LINE CROSSINGS:
FOREIGN STRUCTURES in AREA: Gas-
/9
as 1-/f/. //o %V Glrte
7Ptcowi
COMPILED BY
Revision 10/19/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services CP Form No. 22
Electrical Engineering Unit
Insulated Bolt Details Form
Project `Na` °/ 11-0 0X/c1
Valve No T P S / 6 ZO P1p e
Date 30 -7 6
M SO T So C 3
Diameter of Bolt
3 z Diameter of Flange Hole
3 S No. of Bolts per Flange
3 2
Total No. Bolts d If
Total No. Mylar Washers /41)
M = Thickness of Mild Steel Flange T = Thickness of Valve Flange C = Length of Sleeving or Coating
CHECKED BY.
Revision 10/19/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services CP Form No. 22
Electrical Engineering Unit
Insulated Bolt Details Form
C
Project vtia4-0( to del c
Valve No. T P 1 A z77
Date .30 -7 -ei"C
M SD .>,..-. T 5-0 ».,-/
C 3mn+ Diameter
of Bolt 32 "»/
Diameter of Flange Hole 3SM No. of Bolts per Flange Z' Total No.
Bolts G ¡
Total No. Mylar Washers
/ Z O
M = Thickness of Mild Steel Flange T = Thickness of Valve Flange C = Length of Sleeving or Coating
CHECKED BY
Revision 10/19/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project .:1t!lg.cot fo O)kí1 .,Sec1(J, Unit Reading 7- 2 V 4 4 Date 28 '4?-9'
Reading Test Point I. D.
Location Swing
On -525 .. P H lie t,l ì.r' a /a cfq. SI- /4 Off - .S/ / On -S/k 1.4lo4f`1-
/N der n /22 k
-F 7 Off - 5'2 / On -, 5 32 In Fil/ tr
Off -52Z2 Pole 2g203 -io On -55Z PeHc,e Sev e.6 Scib sfh Off -$4 3 1 1-i om a lQ y a. st - 9 On 5.67 FeHec i. ti ti
off -565 z - z On -!e g/ \A/cote"'
1 /f /`2y -" S t
Off -- l,F 9.2 Meier 3 p/a' f / On -44 z Fence cf /7 N N
Off 44. S + 3
On -44 5- Fe,nce c. u
Off -14-5-5- - /O
On -6.2,4 Fe-nee 24 Eber.i1/g7bn Off -6-2-/ - 3
On -5-70 Wider Off 5- 52 Me êer N 1 g On 537 Vvafer. c / Off --5.Z/ Mefer zo- - l 6
On - ---5-z6 Waier 1l efcr r b << + !
Off -5-2 7 On -57q Waftr /l
Off -5-6 7 Me fe r lSF It - / 2
On -579' Pi-1 , ,, -4-1
Off - 5 g On
Off
TESTED BY .
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Waco( fo °,c /u% Seel Unit Reading 7 Q Vohs ftt4m/-'Date 2$ -8-7g
Reading Test Point I. D.
Location Swing
On -2$3 Re.f/c Va/ve
Cn .St PA- f%, tdek E6i. /ng7<-oL, +6
Off -.2 erg
On -1 0 7 wade/- h 4,
Off -/67 Medre ob
On -474, Wcr.er Metr
CH ^ S7Ri`a fie deh ! scti P w o o
Off -474 On -1,/.z4 p !-/ u ci
Off 4z3 -i On - 62 6 /a E4/ ,. Y
Off _ 62.7 Po le 3 7 5 g/ 3 1
On - 22e Re4-i Cyr 'Sf/.a rti ecleh Off `" 2,2/ Va /e 6eri .n g ]/on -- l
On -lg5 vt/afer S fr«7i r
Off -!SZ Meier 9 ee _ 3
On --1'3.1 F' t4 E ber lHg fo h Off -- l SS 4-0% 2 -4- 1
On -1 o3 Wa7ler r,
Off - l 0.9 Meler 4O 4 S
On -55g Fence Òff -SSlf 40/3 8 Il --
On - 6i,, a MEN oPP4 o " Off -6/q - P.9 fe 6,2/k/ --z/ On -
6.9 IA/ader
Off - 57o Meer 3 6 " 3`l On -li S-6 F hl u Off -454-
- On
Off
On
Off
TESTED BY
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Brisbane Water Engineering Services CP Form No. 27
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
Project Waco/ ia Oxley ..Fee -Lt.,, Unit Reading 7' ? V 6 4 Date 2 7 g
Reading Test Point I. D.
Location Swing
On -6-b5S Fence Socker Ground C.+r
lpsw; A-tc1cr4-í,td. -S Off -6 o o
On -1,177 L1g4r Pole-
A! W I If O o
Off --477 On -4-(S GLgAr
00% S u L t --Z
off -4 .i3 On 3 Pr-ope4
Pole a
-
et
-- -- o a
Off -433 On -5ll L,'ghr
Pt' SE `a `' + S Off _ 5l On -- 3 / ti w«der
Pipe oc, Off -3/1 On -473 /Y!E/ Arc`ier>C,:e/o! Ra!
Pole .z 3 Des A 8 x/$8 3 f- Off -47 9
On
Off
On
Off
On
Off
On
- Off
On - -
Off
On
- Off
On
Off
On
Off
TESTED BY
Revision 09/28/95
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project 44. Fo/ ['P Dlc% Scf / Unit Reading 7 ' 9V 6 Date 3 ' F..:Q6
Reading Test Point I. D.
Location Swing
On -5-3/- FeHce Tra rtsformer /1a%er
Off -53/ {inr,her11-ela1/8ovMc+/ry o-o
On -42
I3 M" !}rcl er fìc la! Rd. Off -4.37 Go/e .Z 3 086 + 9
On -4-9 / F H ,, " +1 Off
- -'4gz On -598 ni 5ni ...
----- -- - -
Off -sgg /a/8 Pole 2 308 7 O°
On -1+44 L1g1't 8 ernovlìe St Off -444 Po le 37 Z. 6-37 Pole d° On -749 LI-547- ,,. .,
Off -742 Pole 3 7 z 5-3 8 no le -ó On -687 Fence P a o cooler/ Jig
Off -6 93 +6 On -6o5 Refi c L, , Off -6os- Va/ve
o0
On -Sg-6 Fence i4rcA I- ni ee/es a.+d
Off -597 6 err7ov/ìe Si fl On -SS-7 F N- I,
Off - 557 - ao
On 55-2 Ref'C paet' Ri-r»
Off -5-53 Va /ve f} rcLiini eole$ 9-1
On - -S/S F H it H +l Off -sr6 On -407 Frame Só /2. See-b Off -407 II.rc-1 i"AiGdes c30
On -6o5- Fe-Kef 7'hri rl-y 14-1Y'e cr.r Off --6190 /psi lA-roñi'medes - 5"
On
Off
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Waco/ ° D,Zclug Unit Reading 7.7 V b A Date .22g i14
Reading Test Point I. D.
Location Swing
pn --4 55 FxT HW S
park @ end oF 17ucie St. ' -j- 9 Off -Lf 64-
On -344 Leg S e ¢6 1-/t 7' e.r
Off - 345 107 im par K . near /psw/e.-4R/ -i- I
On -3 6 g Leg u
Off -37 7198 On -353 Le-9 j K 4
off - 352 7(9%4 -1 On -3 SG Le9 Off -355 7°7/Qeor ` K -I On -l7//3 Leg Ser e-6 e-6 T Tower [i
Off -b9 [67 /M Park ne.ar Axa /,i,e --4 On -3g/ I- e--5. w H
Off - 3714 7/98 ` S
On -470 Lcl 147
Off --L/ tí ( /1 cg"- u - II .-4 --- -
On -43 3 <<9 --liar _
Off ..-1f.27
On -6t7 Ra,' ing Roc /./(.13 firon)<- 04 Off --76/ c-fci6 kg ,vfh ec% +-1
On -30 /r,gallieu t5efiee., s/Ha// am,/
Off - 30 P'), e Lar+4., Gou / po3S4s oc
On -g Lo . Goa,/ $r,.tal/ Pos2es d/ref Off 'g 6/ Pos1) and Looft in Gro ctV 1--1
On -8 82 Goa,/ Le.,-9 e @ A6LÀ eri c/-
Off -g$1 AosA 0es
On
Off
On
Off
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Waco/ J`o ,Sec' / Unit Reading 7'9' V 6 Date 2 / e `/ ó
Reading Test Point I. D.
Location Swing
On 'SS 3 NV"c/er 74 S-fa/ r/ ̀o.i Rd. -3 Off - SSD Me-fer
On -503 Re:f'io Chr Narrrrgfoh and Off - 6-o3 Va/ve Sf...fr o Rd. oc,
On -L,cZó Wafer Mfer lo far['vrrj-toh o0
Off -L4-ó On -405 F 14 o
Off -403 2.0 -z On -3 5-9 uc/c.fer .r o
Off --3 S 9 MelLer 60
On -7 / 3 Fer.c.e ,28 /Z4- "
Off -7/4- 1- /
On - 4 6 3 wc..fer 3 2. L. -
Off - 44 5 g Me-f" On -4/b FH ,.. .. - / Off -4/5' On -/f 89 wait*.
Mel-"' I/ O - 3 Off -4 ` 85"
On -43 F H g I. Off - /o- 36
,, D o
On -3g4 Wa.fe- PRrk @ Off -3`l S Meer enc/ o ze D vr,le Si =k i -- On -026 F,-,[ce @ wale...!- M efer -/ Off - 9,2 S
On -1435` Po we d r
ß o 4 r Ea iii-1
rk. -}- 7`-
Off -43 g On -!4Z Egrfl To[ `e. 2/ock Off --44 2 - %e oc.
On -Ldicq Tap c,fvó /louse Off 4.57 f g
TESTED BY
Revision 09/28/95
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Wa c o / fc, Oh e Sevf / Unit Reading 7' V 6 A Date .45;*. 9' 4
Reading Test Point L D.
Location Swing
On -384 v'i'l"- / 68 i--1a,ri./131or, 00 Off -3 84. Me-lep
On - 395 A" t/ G if ', o0
Off - 3qS On -/f.g / MEA/ 6 8 Off -4-73 7 /Sk On --2.4.60 \A/aie,. GA>. Sfra7-4 e c%H a r, e'
Off -k5Z /No-fer 144rvng¢oPi o
On -3 3Z w1e fr. ii- 3 D v c/. s¡ }- 3
Off -335 iYle,for
On - 32 3 P-1-1 k . 00 Off -323 On -52 B vt/a.7/e r
lYt e7cr 3-7 ti - 3
Off -505 On - 57/ Wai-e.r ti Off - 503 M e,fe r .2._9 _ ó
On -4 g 6 a H I., 2 7 00 Off -49b On - /2..4 Fe-ne-e 20 9 tr
Off -123 On -.4 Ov Net/adcr if
Off --lf oc, -%GiLLr 9 00
On - 5-2. 0-. Fe." c e -
Off -Slg /7 -rl
On -.3g5- a.ter. lY .Gfir
Cm fr- Sfaf,ón el Dvcic 4- l
Off -3 q On - 520 F 1-1 N c. y
Off - 5-20 c.0
On - 627 F- ekt oL 6 7D STR7ll sit Rd- -1- 3 Off -630
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Waco/ 7Le Seof / Unit Reading 7 -7 V 6 A Date .î -g- g 6
Reading Test Point I. D.
Location Swing
Óri -63q Fence $5/57 Dvcìe Si- -6 Off' --633 on - 44 7 u/afe'' . , Off -4435 Meter 9
On -396 Me-^/ ,. l,
Off -393 Pole _ 3
On -42 4 V ale r -_
-7 ,
4. Off _420 M&fer On -6/S Fe,nce Cn} SfruAQìrd/Dci e-
Off -6/8 n On -407 Wat-er. qS Sfra7/Liai' ed. 00 Off -.4.07 Me-74e).
On -142 S MEN k Off -4,25- fl /8 00
On -42 7 Valve Cnr S-frafi)gird cana! - ob--- -
Off -1f27 Rellie 1-lgrng fon On -444 Nlafer
Ne--tcr 9 6 Nor-A.73 /-o n b o Off -lL 2
On -S3G F 14 `
Off -S3 6 q z o0
pn _62.6 Fence 84 IA ¡+ 7,--
Off -,33 -- On- -.4 63- vc/ater-
Metcr _
k if p p Off - 3 -4 On -4$s Wei-eh
Mier L I, ,
V 04:5
Off -/f SS
On --14C3 FH y
off -4-63, oo
On -4 7 3 Fence 7C /74 + 6 Off -479
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference SurveyResults Form
CP Form No. 27
ProjectwGOlAD 02( /e. Sec/ l Unit Reading 7.4 V 6 A Date es 96
Reading Test Point I.D.
Location Swing
Ön -753 Fence .2644 Jervi's St f-/ Off -75-4 On -oy F H 1 8 II 00 off -3oq On - 325 V,./ ale,
w rr
---1 Off - 324. Me7'er On . --363 V/aher. Ch lpswaGti /Je rv/ce - /z. Off _35/ ryefar" On -333 H ,,. .. .,
Off -333 00
On -332 /vi E-N -.,
Off -31 $ Po Le/ eY Pole _ l4 On -Z.11 vc%der.
IYle7.- , , park
,erv/5 S7'- -.
Off -z,2 On -SOS A/1EN
_
Duc7'e S7; Pole --- Off -477 / 3 o q'. Sc.ppy Re-. On -S88 Fe- HCe 5-1 Dvoie St Off -5-97 On -S644 vt/aier, rr 00 Off -5-64 /Ylefer
On -378' F H Sg lr
Off -37 8' -- o On -48,6- vtiqfGr
6 3 , Off - 486 Meier o0
On -47S F- y S ,, 00 Off -475- - --
On -1-4 SS 1ALor,ter .. u
Off 4 fil e-er da
On -6-19? l -e.rtce / 7 Off
7579 N
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Wa coi fp Ox le Setif l Unit Reading 4 V 46 A. Date 19- 9 - 96
Reading Test Point I. D.
Location . Swing
On -358 Ail EN 67 Stratjjalrcl St- Off L355 Power Pole - 3 On -4og MEA/ c.,r Stivttlinaver st
Stra-fLict:rcl Re le [c364 - S Off -4-03 On -47 8 F H t, t 1
Off -477 On -376 wod-e.r
_
-77 si- ra -th n av. er Sf o 0 Off _37g rm eAr . '
On -14-2g MEA/ Pole 62.14 3 a - l 3 Off -4/3 On 76q cqeC ,/ -7'S/6q.5ha7inaversSf Off -767 On -4-,go F H LI
q .
o0 Off -1E 60 On -4 6 2 'wad-u-
- k << I- 1- Off -4 6 3 A/lefer On -5ó9 Rel-ìe G,r' Jer1S cane/
Off - -s6 Ve sfra7linaver Sts .
cso
On -366 p H if
Off -367 +/ On -2 óS wafer ' ,-S J e rvt,g sii-. Off - z6 z -Aile%r - 3 On -4-59' - - ., - 4 Z ..i
Off --+f- SO ,, + 1
On -5-2.7 Felice _ _ _
4c. /3 6 H -- 6 Off -5-2./ On - 433 u/a.7%Cr
Mefer 36 ,.i -.c.2. Off -39/ On -432 wo,izr Z g v _, 3o Off -.4 01 Muer
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project 'A"" c °l fo Sed l Unit Reading ........ ..f. ,,s Date 28 8- 96
Reading Test Point I. D.
Location Swing
On / -620 sfcc/
Po$/ Park Sana Qb,c4 Si Bashce7L as // Court °£) Off -629
On -785 vcz /ve ofio l c' /e 61318 60"arlct.fdot St -280
Off -SOS On -960 mEm Pa /e 6 Z2Ssq. Qat/X.
$areas, c..7dei St / Off - go/ On -£393 MEN Po be 6 z2 S9 Forger o0 Off -Sy3 On -64q /Y/ EN Po are.). Po/,e hov+gr d
6a Off -649 On -62c CQrfJ
S1-4
BMX rR Ack Fo r1 Glose -i-z
Off -627 On -/L7/ tAldcr
P1-12e-
N o0 Off -47/ On -657 3'ci "5
stand i.,
- 0 0 -- - Off -6 S/
On -36/ Ea.h -big
S* red a o0
Off -36/ On
Off
On
Off
On-
Off
On
Off
On
Off
On
Off
TESTED BY .3-
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project o/ 740 Ox /e Seíi! Unit Reading bAe;Ps Date 28 -9 -`/Z
Reading Test Point I. D.
Location Swing
Ori -34 Fence Sanc.nancc, st.. Oo Off -34 Sewergse Plsin On 1 5-4 S Tap " t off - 54 9
On - 4-1 5- !n EAv R1 r 6P ea,4u- Po /e Off --4/5 b/g.43 cho
On -k-ó2 Pipe Pìpe a.c.^oss CrecA- o0
Off -4-4 z S cz n a vi et n ci Q 9-1-.3-5-0c0
on - 696 cHce Cnr Mavk Ag'', ¢
Off -686 SaHaHG..- e/4 S i- oc)
On -363 /-/ u o0 Off - 363 On J-354- wal-er S.(c $a ncaharia/q st Off -3 S4 tviGfcr
bo
On -484 f 4 6 N oc)_-- Off - 4- 84e
On - 65 -tice H vo Off -6s 6 On - 34,9.
- 349 o.r w7
PO fr / Li.
- ao
Off
On - 122 WcatGr z ,4
-me-fer 3 0 oc"
Off --/.12 On -2.6 S- vA/a tGr -
mGfer /S " b o Off --zd s On -LE,,Z I MEN Ehr 1pS bi/ l'e-4 4nd Off -42 3 PnA 9. . Sq n a h ç yl cic7 Po le 32/50 -}- 2 On -38g 1:7- Po/{ G,r /P5wlcir arvcy
Off - 39,a 37/27z San a..i4 H áa 37 /272 + I
On -40 .5-- s4e/fg ßv5 S71-op dpP Off -4a5 1g SaviaHa.Hdw .St- o0
TESTED BY
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Brisbane Water Engineering Services CP Form No 21
Electrical Engineering Unit
nsulated Joint Testing Details Form
Project co / 1-0 Oxle Sedi Date 0 - 7 -
DESCRIPTION
MAINS DETAILS: LOCATIONS: SIZE: MATERIAL: COATING: VALVE No.
IN GROUND TESTING p IT
Waco/ S-/-fr, Rd F UBD 1 7 0 /vi s L_
M ?6,)m___cel-cmfd-y F-1)51;1 4 onoteg< Pel-c49le.te A 1277
ILQR 5-7re.czky,
BOLT TO FLANGE RESISTANCE: > Zoo e
NUMBER OF BOLT: 3 2 FLANGE TO FLANGE RESISTANCE: b o INSULATION CHECKER MODEL 702:
POTENTIAL DIFFERENCE TO REFERENCE CELL:
PROTECTED SIDE: UNPROTECTED SIDE:
ABOVE TESTING
/ 3 8 7 Cc, Co 504. Cell -143 ro cci Ce.i/
BOLT TO FLANGE RESISTANCE: NUMBER OF BOLTS: FLANGE TO FLANGE RESISTANCE:
COMMENTS / LOCATION DRAWING De+a i 1 A
Pass
A B Planges
&b01 Jo 1-47
TESTED BY
3
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Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Waco/ fo Oxle% Senf l
T P Location Wo /974o n R d / 4 7 r /5'
Mains Size ! 7 0 MSC L
Date 3 o _ 7- 50t
TPNo. /
T P Type ..e 1-E?
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) 0-0/ ZINC REFERENCE TO PIPE +1 CuSo4 REFERENCE TO PIPE -. 9.7Z ZINC TO CuSo4 - 1L2 p
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3 PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
Ww/ Scssfem nQ TPO Du cíe st 6OomscL
RESISTIVITY 6-s- o`im m +r
RESISTIVITY
RESISTIVITY
y4 /v e
.Qr/Sbgne Wafer Sysiem TPskRr cl. Q/all with insu/aióh Walston Rd On rot. me d
Zn ReS
o /(,7o mscL Pipe ReF.
cohnecttbNINSTALLED BY
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Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Wg COI oxlea Seo1- /
T P Location VI/0/57% n Rd !g 7.l LS--
Mains Size /670 m s c L
Date 3 O - 7 --i6
TPNo.
T P Type
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) O o / ZINC REFERENCE TO PIPE o CuSo4 REFERENCE TO PIPE -- 8-4-2- ZINC TO CuSo4 -/064-
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING
_.
7 6
COMMENTS / LOCATION DRAWING
5a
RESISTIVITY 9-5' ohm rn fr
RESISTIVITY
RESISTIVITY
Wo1s'foh Roil Unformed AV cgfAvc/t Con', .ec,L, oji
Scour
qPr-pe th ReF.
/15-01 O TP
INSTALLED BY Ó3
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Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Vt/qcd 0 )cie. Sec#/
T P Location Wg/..5./.Q12 Rei 1q7 tr) 14
Mains Size Z' 70 41$ C
Date
T P No. -2
T P Type
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2
PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
R PL
Woh:foh u Po r-rned
0-01 4
- 163
RESISTIVITY /4 ohin inft
RESISTIVITY
RESISTIVITY
1A V
Pipe 2.1
INSTALLED BY
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Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project YVacp/ 7ç 0x19 Sec/ ¡ Date ... 3 0 - 7 -96 T P Location Sapin a ndu S/ ¡Ti ti 16 T P No.
Mains Size 16 70 IN SC).. T P Type
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
o -o/ f- 3 1 7 - 82-3 - l.1 4o
EARTH TESTING TEST NO. 1
PIN SPACING RESISTIVITY / ó ohm rnfr: MEGGER READING - 97
TEST NO 2 PIN SPACING RESISTIVITY MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
Sewerage Putslp S*
RpL
RESISTIVITY
GoncNcft CaSSIo»
11,1110
INSTALLED BY
R.a! 8 ridge over 'Zooid
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Brisbane Water Engineering Services
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
CP Form No.18
Project Waco Ì fo Ox /ej Se c% / Date 3° -7 -? T P Location Cent" ci N /7 ' / &..Ç / ñ T P No. S
Mains Size / ó7'U /77 SCL T P Type $tS dyed. ci%r;de on Sfes/ Cassion
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3 PIN SPACING MEGGER READING
0 O/ 133 6 - 83 2- --t/bq
.2- RESISTIVITY 9 °/ ohm meter
.7
RESISTIVITY
COMMENTS / LOCATION DRAWING
parC
Fence
RESISTIVITY
3
c .cn
a v
4 CoaSS/On
Cerfi-enarg 1/w5
INSTALLED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
CP Form No.18
Project Waco/ fo DaC%e Se c+ I
T P Location pc,cie Sf / cj 7P 1(
Mains Size / 670 rnscL
Date . Q ..-.... TPNo.
T P Type Co upon
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2 PIN SPACING MEGGER READING
v TEST NO 3 ..ç PIN SPACING á RESISTIVITY MEGGER READING .¡
2 ni RESISTIVITY /3 o`in, mfr
RESISTIVITY
COMMENTS / LOCATION DRAWING Ebringfon st Ci,%í,ode Conn ecfion
virrpYc Pit I op o Anodes ¡ ! Shap/ng OQnk
r i S/opi ng Qvh iC
a/670 n.,scc
fft iQecri fi.er b coi.poy y zn Ref
6 60o mscl Pipe
Dvci e Sy`-
INSTALLED BY ó ̀7
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 46 of 161
Brisbane Water Engineering Services
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
CP Form No.18
Project Waco/ fo Ox /e Serf/ T P Location .4 /in ede.5. /4 $,,,A /8
Mains Size /670 m.50...
Date 3 D -7 -96
T P No. 7
T P Type B
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING RESISTIVITY 65 otti, nsfj- MEGGER READING
TEST NO 2 PIN SPACING RESISTIVITY MEGGER READING
TEST NO 3
PIN SPACING RESISTIVITY MEGGER READING
COMMENTS / LOCATION DRAWING
/pswích Side Rd
A-em Ce TP O *4-45-J"
/pswrc4 c/ivaed /Zal Cassìon Tonneled uhder.
INSTALLED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 47 of 161
Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project WA CO! f9 Q.x.1N $ ç f Date 3 O -7 -'7 Bernois //i St /99 819 T P Location T P No. 5.
Mains Size / 670 Al S C L T P Type B x 4
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING oZ.
MEGGER READING 9
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING - --
COMMENTS / LOCATION DRAWING
- OS 1-1 40 -77 4
- 944/
RESISTIVITY /04 04na mfr
RESISTIVITY
RESISTIVITY
Bernoulli st
di-h ode
Cw/h ode l
Vaive s, N
e[[ [ [ ) tsokiTiow G ++ bo/
Vedva Y .X .
. -- `L"
f{PL CI rn
INSTALLED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 48 of 161
WACOL TO OXLEY SECTION No 1
JOB No:- SFLT9617 / 02 Materials /04 Installation /06 Commissioning /07 Mechanical /08 Engraving
CONTACT:- Howard Bennent Phone No- 018 881 029
NOTE:- Road crossings ( Ipswich Motorway and Centenary Highway) require both Ag/AgCL and Metal Oxide refference cells installed in the grout between the pipe and the concrete encasement. Also a Zinc refference cell must be installed external to the road crossings. All refferences are to be brought back to a central test point.
So 14 L.1 ßRENtiEJ
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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,t Facsimile transmission from
BRISBANE CITY COUNCIL Technology Services Branch
Technical Services Branch Waterloo Street, Newstead.
Brisbane City
Brisbane City Council 69 Ann Street
BRISBANE QUEENSLAND GPO Box 1434 BRISBANE AUSTRALIA 4001
TO : Technical Services Branch Eagle Farm P /Station
ATTENTION : Juliet Anderson 340 31829
FAX NO. 340 31847
DATE : 23/1/95 NO.. OF PAGES (including this page) 1
FROM : Jeff Say 340 33689
FAX NO. 340 33784
RE : Request for Charge Number Cathodic Protection
ue : chreg ax
Juliet,
Please create the following Technical Services charge numbers and link to the charge provided form the section as defined below.
PROJECT DESCRIPTION : Wacol to Oxley Section 1 T /Main. Project Scope : Installation of Cathodic Protection on the new Trunk' Main.
Technical Services Numbers :
Project Task Description User
SFLT 9617 01 Design NSD
02 Materials E /Farm - NSD
04 Installation E /Farm
05 Internal Services NSD Water Maint.
06 Commissioning E /Farm - NSD
07 Internal Services E /Farm W /Shops
08 Internal Services E /Farm Engraving
Work Centre : R961
Link to : Capital Project : Metro Construction Project : RTAA 5061 Task : 31702361
Contact : - Anil Karan Estimated budget : $30,000 Estimated Project End : Oct 1996
Should you require any additional information please contact myself on 340 33689.
Regards,
Jeff Say .
TO2ME .
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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A1282
100 A.V. AND LH. BRANCH IN PIT EFER SHEET 18
u
SCOUR PIT SHEET 19
1212
PLAN SCALE 1:500
Ql cr a.
I
co ci- cu
co
o.
BH 43 BH
4
r 17) CENTENARY PLAYING o t til,
\'N) 01
.-.0
10 WEST CENTENARY JUNIOR
-0 FIELDS 0 -, 'g-RUGBY LEAGUE FOOTBALL CLUB
\
LEASED FROM :- B.C.C. t.70
It.°
(fm ,..,
?.
\°
M in CP 9942
E8200.311 \
13°
t
35° BEND
N2695.857 1
=Es e =mg= szczataz rizazza go cicirm=, i=rzczczn Atratt,.=1 .arazzczzm
STORMWATER E E ELECTRICITY S SAN SEWER T T TELECOM G G GAS w
w - WATER R.P.A. REAL PROPERTY
ALIGNMENT C.P. 9900 SURVEY CONTROL
POINT 9900
e BH 10 BOREHOLE No. 10
LEGEND
1ED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE COATED)
14.11411.t.
4 BH 41 rin %ME= EWEA
REFERENCE ELECTRODE TO BE POSITIONED BETWEEN PIPE AND CASING WITHIN
CONCRETE SURROUND. REFER DETAIL SHEET 17
E8204.000 N2691.496
CH 2003 535 -
E8224.169 N2698.507
CH. 2024.941 35° BEND E8211.598 N2693.468
CH 2011.385
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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CP 9939 E7752.760 N2833.276
' -' DANGER ' HIGH VOLTAGE ELECTRICITY CABLE
17° BEND
E7771.915 N276 0.907
CH. 1494.333 0100 A.V. & M.H. BRANCH IN PIT
REFER SHEET 1.8
A1287
1.5° HORIZ. ANGLE
E7817.350 N2713.289
0300 REFER
57° BEND
E7727.006 N2807.973
25° HOR=
E782' N270-
REFERENCE ELECTRODE TO BE POSITIONED
BETWEEN PIPE AND CASING WITHIN CONCRETE SURROUND. REFER DETAIL SHEET 17 CH. 1429.205
0300 SCOUR PIT REFER SHEET 19
20° BEND
E7768.664 N276 4.314
CH. 1489.624
0100 A.V. & M.H. BRANCH IN PIT
REFER SHEET 18
E7642.058 N2792.357
CH. 1342.753
D (,) (/) CP 9940 cs E7784.875
1 N2726.285
,
S
ILIIIEPS2TIE=ST PDIN_T_No.
PLAN SCALE 1:500
B.C.C. SEWAGE PUMPING STATION'
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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1
.Bri-sc4b-ane
BRISBANE CITY COUNCIL DEPARTMENT OF WATER SUPPLY AND SEWERAGE PLANNING AND DESIGN BRANCH
_
DJ CH77 7-HUM Wd &NPLI-FiCA\Tri
DE/m:Hai
litrn .1
H8-7MJC7CDH x7 = B©11]© H Wa7ER Dikar.al
DRAWINa WUNBERS zsaikia=w7osoap TO kea/k/Z=W-70aC
FEE3MIARY 1J0061
-
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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:347. WING LIST DRAWING NUMBER I :- (AWING TITLE i PIPE CHAINAGE
486 /4í6- W708OGO ICOVE, _ ;-E i
486 /4/6-47081L0 ILOCALsT' z ICH. 0.000 - 3391239 486/4/6- w7082P IPLAN Ah. ;,IGITUOjNAL :SECTION ICH. 0.300 - 343.574
I 486/4/6- W7083P ( PLAN AND LONGITUDINAL SECTION N CH. 343.574 - 668.731 I
486/4/6- W7084P PLAN AND LONGITUDINAL SECTION !CH. 6ó8.731 - 998.449 I
486/4/6- W7085P I PLAN AND LONGITUDINAL SECTION I CH. 998.449 - 1342.753 486/4/6- W7086P PLAN MC '_01iGLI DINAL SECTION ICH. 1342.753 - 1667.953 486/4/6- W7087P PAN AND LONGITUDINAL SECTION I CH. 1667.953 - 2024.940 4.86/4/6- w7088P PLAN AND LONGITUDINAL SECTION ICH. 2024.940 - 2323.173 486/4/6- W7089P PLAN AND LONGITUDINAL SECTION I CH- 2323.173 - 2590.712 486/4/6- W7090P PLAN AND LONGITUDINAL SECTION I CH. 2590.712 - 2849.897 486/4/6- W7091P PLAN AND LONGITUDINAL SECTION I CH. 2849.897 - 3172.917 486/4/6- W7092P PLAN AND LONGITUDINAL SECTION I CH. 3172.917 - 3391.239 486/4/6- W7093P IPSWICH RAILWAY CROSSING ICH. 1438.676 - 1474.676 486/4/6- w7094P CENTENARY }6 HWAY CROSSD G I CH. 1929.035 - 2001.035 486/4/8- W7095P (IPSWICH ROAD CROSSING I CH. 2934.342 - 2970.342 486/4/6- W7096P I PIPE LIST 486/4/6- W7097GO ÍANCHOR °.LL' AND TRENCH DErkm.s 486/4/6- W70980o IAIR VALVE AND ,TENERAL CETAILS I
486/4/6- W7099G0 ISCOUR DETAILS I
= 486/4/6- W7100GO 101200 L Sù0 VAL'+c zTT GENERAL. ARRANGEMENT I
486/4/6- W7101RC 101200 1 36E0 VACiE ?IT REINFORCEMENT DETAILS
i1 is
I or
aóoo
_'.. :6_2
at2C.
96'Og a600 \\ S.V.
CONTROL POINTS DATA SURFACE] F1ENAME!PCI\: Y0.Í EASTìNG NORTHING LEVEL DESCRIPTION
8095 9933 I 6552 -1ìa 1 28S6.083 1 12.792 Í STO BCC CONC MARK I
R095 I 9999 1 6649.384 1 2786.675 1 13.780 I PEG
8095 9998 1 6739.151 12722.ó 76 ¡ 4.605 I PEG
8095 ; 9934 1 6845.295 1 2646.579 7.972 STD BCC CONC MARK
8095 I 9935 1 6960.917 1 2688.151 1 13.107 STD BCC CONC MARK
R095 9936 ! 7272.545 1 2748.249 1 13.182 STD BCC CONC MARK
2095 1 9937 1 73772/5 1 276 0.736 1
13.870 NAIL /CONC 3095 I 9938
1 7629.496 1 2809.444 1 12.142 STD BCC CONC MARK
8095 j 9939 1 7763.007 1 2815.251 1
9.291 STAR PICKET
R095 I 9997 ¡ 7779.004 2770.997 1 9.612 SPIKE 2095 i 9940
1 7784.875
1 2726.285 1 9.339 STD BCC CONC MARK
8095 i 9941 7904.380 2617.167 1 11.340 STD BCC CONC MARK
I ßo95 1 9942 1 8200.31 2695.857
1 23.594 I STD BCC CONC MARK
8095 i 9996 1
8353.582 1 2751.198 1 27.392 I PEG
R095 I 9943 1 8403.016 1 2771.465 29.096 I SCREW /KERB 8095 I 9944 1 8524.316 2410.091
1I
f 34.114 I SCREW /KERB 8095 1 9945
1 8579.271 ( 2643.648 1 24.852 I SCREW /KERB 8095 I 9946
1 8743.301 1 2646.550 1 30.604 I SCREW /KERB
R095 9947 1 8848.870 1 2688.980 1 35.120 I SCREW /KERB 8095 9995
1 8908.867 1 2553.938 i 41.586 I SCREW /KER8 ;095 ¡ 9948 8918.740
1 2506.870 1 42.339 I SCREW /TRAFFIC IS.
RO95 I 9949 - 8974.297 i 2393.520 43.164 'I SCREW /CON.
R095 j 9050 1 9043.358 1 2288.305 1 38.195 { SCREW /CON.
R095 I 995: 1 9214.116 1 2389.525 47.220 I SCREW /CON.
48a.'=/6-W7082P :48ó/O/6-W7083P! A86/4/6-W70846
ITV
644.44.6 w433- TO OXLEY _.-.- BRS58ANE RIVER ro .Ar_ EXISTING
AA,
. ,\^i
1P
! sut,
/0 ANA
486/ 4/6-a17085? 1486/4/6-W7086Pt i
)_ S\
. NET. al/ ti\ WESrAcE i áA.XWac"C'N ` SENENIEEN .\
l 3
\NILc Sr/i: BOR_
HEGN75 AM
v
\ vn+ StR.NIER \ IrN
-"N .aLlTa aO nARa.
/f .. r
I l
ALE A
+RL+.ERK2L7
.í t CIA ACA
RI:Gc V .]vR.CK
IRT. N ANOS le J1ALA ' AY' _:°r A!
SECTION 1 ' 01670 WATER ¡ MAIN ROUTE
SECTION 2 eq 01530 WATER MAIN ROUTE ?l,
3GZANCE_.
FGREST LAKE
SIT_ PLAN SCALE I : 50000
486/A/6- 486/4/6- 486/4/6- 486/4/6- 486/4/6-W7087P ; 486/4/6-W7088P I W7089P I W7090P I 'N7091P ; W7092? ;
Is) 4E'. c
?'O 3
01670 MSCL TRUNK WATER MAIN SECTION i
! I
VÌ V..I
\\ \, \\` ' `` ` nn
,
, s ,, .. ! ̀, /i\ '
TUNNEL/BORE UNDER RAILWAY
3300 BRANCH
LOCALITY PLAN SCALE 1 . 5000
a.
rUNNEL 9 \ /BORE
GMWAT -\- -I L ,
RECREATtONAI RESERVE
! TNTJyRY
PLAYNG ?I;3
as
',Il'. AHON.-r
\ Xi5T::+\ 8 . q 29.3 /
TR.~n /
060° V
y.p I vAl ° .I.Fi..)vE
0`i
\_
.:11" , 01200 vALVE (B .V.) .'/.) IN 1330 .^wUPC/ \ SECTION
SO 2 Sá 120 1S0 200 200
SCALE 1
OF METRES
1.5000
NOTES
32 : N sC CROANCV .11'4 0E0UtRENENr2 _' SN: STANDARDS ...ISTRALIA s20c:F: -2ìv0 AND =E5 AND ',E 9T _AreS :F 'E iELEVANr 3U1L':.VG Ai.r.ORIT.
03 NNE CONTRACTOR 31.Á1L VERIFY ALL 7IMEMSICNS C. SITE PRIOR 70
NSTRUCT:CN. :R2W NO S'L '_- s' SC.ALEi-
:E 3UPER:.NTE402NT -EFORE aHCCE20/NG WITH WORK.
GS NO SU85TItUTE + TERIALS SHALL 3E 75ED rTMR/T NE APPPOvAL :_ :
.N 3UPER1'TEKI2T. - 3b THE coNTRACTOR SN.AL_ MICCE LNSEL2
MULL' DOWERS.. rra. ALL =XISTING AN SERVICES D STRUCTURES WITH(/.
ADJACENT TO THE SIT-c OF NE NOR. ANO 5NÁ11 BE RESPONSIBLE Too ANv 0Á._EE TO THESE 5E0VICES AND STRUCTURES SAINE THE 30.205E .'+ k cNTRACT.
07 ALL WORK 51.ÁL E CARRIED our :N c ..LIANCE WITH THE OUEENS..AND WoRKPLACE.NEALtN AND SAFETY ACT. REfi.LATIDNS AND GUIDELINE`.
GB FOR DETAILS OF 9ORENCLE LOGS REFER TO ri GEOTECINt2AL REPORT CONTAINED IN THE CONTRACT 000YCENTATIOK
NTN '93 ni. i
ROIiOPE39CTS RESER -+d
SPEC.Fi620GZTD ICK
THE ALIMMENT OF THE TRUNK MAIN HILL INVOLVE =INSTRUCTION THROUGH AN ENVIROMCENrALLT SENSITIVE RSa MO. AS SU04..IU. REWIRE SPECIAL CONSTRUCTION ANO REHABILITATION TECHNIOIAS ALL EN00 ENT' PROTECTION MEASURES SHALL BE IM LENENTW PRIOR TC ANT QTR ON '+DRK. IN LUSING CLEARING.
.Ze-' CROS<TNL OfON CF SOIL STOCKPILES TO 9E NO
(1CA03EÁ THAN S METRES TO .-HE CREEK.
SILTATION CONTROL NEASORES DOWNSTREAM OF ANT EXCAVATION WORK.
NO veal: E5 SHALL ENTER' THE =1212X 3E3.
Re/STATEMENT i N T BANKS 20 OWI A '+E APPROPRIATE EROSION CONTROL PROOL.T.
PREVENTTCN CF 2EDIMEHTATION WITHLV THE CREBC. vEGETArON ,R0'3Cro4 '0 TREES SHALL BE REAOvED WrTHWT rc APPROVAL OF THE SUPERINTENDENT. ALL CONSTRUCTION TO BE CONTAINED WITHIN A MAXIMUM O. WIDE 3W AITN. a .AC TREE 0 ÁR05 APOIR . NT TREE
tTH1r1 METRES OF MACHINERY CPERATION.
TRIM SEVERED 00273 CLEANLY MOVE . THE 3..6E0 AREA AMo TREAT
AB NTH
SUITABLE .AVG:C:OE. PM..ASTLITATION REDOTATEMENT PROFL.E
IN LEVE S SOIL
ALL 3ISTURBED AREAS SHALL 9E LEFT IN
SSTABLE cononTtOV. THIS WILL INVOLVE
EWING OR 'TURFING WITH APPROPRIATE
MCRASS COHERES YW'7N -A S
S' 00300 20NTR01. PRODUCT OF THE TYPE 'HAT 00ES NOT CONTAIN 2XT!RNAL 'MrpE 'R ..YLON REINFCRCEMEHT. ANY TREES REM0vE0 FROM IT!N THE PARK( +REA SHALL A- REPLAC5D AS PER THE 9EWTREM4TS OF PARKS AA'O :_00005
3RANCH.
MAIN CONSTRUCTION DE AiL3 OA TE cc$- tEMCED
SIGNATURE
IOATE i COMPLETED
iDAië
NGCATH AM00a3.TT/SS.E TO/SELF FOR
AMeNDMe+T 8 5SÆ REGT ~MAR I OFECTOR .31.61."Ppq
CUATE I CATE . .
TQi CP it:.T QSATTN'aT`LeNI =6C, (T'j+ I MA _ !]60817131
CATE ICATE PATE
DESO+ I ' IJ.Xr9. Í r A?'MNT
pRAwM1 3 a IIl Y9a Í B i/rfr' TRAM I awls
0.001 I 8.0.5- I Novv.1 RE-0 797./6
A.H DATUM I 3-WETS] R9oXALL
:.m RE G 46W7081
. FLE Nn 0 :725/5(2052
MAIE CV CDI.NC'1
DEPARTMENT OF WATE SUiPLY 8 SEWERAGE 0.ANr+O [ 3E421+ ERUN01
MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION TITLE
TO OXLEY SECTION 1
1670 DIA. MSCL WATER MAIN LOCALITY PLAN
SALE t . 5000 Ire . CF 20 S EI
486/4/6-W7081L0I0 5 0 L0 20 80 70. 100 110 :20 130 .A0 ISO 160
s1
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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/
/
/
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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1r
I wORK 3Y aR:NC:PAL
i ExiST:NG als7- " SC'_ i
ER:S8ANE RIVER TO AACOL I
-R3PC HATER NAIN TO OEWATERED 9Y THE PRLrC9ALI PR!CR TO '.IE REHCVAL 07 THE 9OLTET OEAC?LATE :N
+ THE EXISTING 3120C VALVE. I
:P 0932 = 552." 3 .v295ó.:33
:ryl
Ail
;
31 óENO 1E6545.366 I 1
N2832.524 - CH. 180.143
. _,. ç ÿ:v..-ë- 0100=A.V:-ANa Mx BRANf]t'_IN - PIT
57fEET _18 ""._.
_. _
E6365225 N2833.163
FOR DETAILS OF EXISTD3G-' CH. 0.000 PIPEWORK REFER DRANING N. 3845/A/6-w70A3P WORK 9Y PRTNCPAL
0470 M.H. BRANCH, (w.Id.d TOP.)
0100 AIR VALVE IN VALVE PIT REFER SHEET 18
I8OLTED OEAOPLATE TO BE REMOVED 9Y THE !PRINCIPAL C14 OAYS NOTICE REOIJIRE01 AND IRF HFATED TO 81200 vALVE Ai 9ERNOULLI !STREET CONTACT HR. AG.RV SHT: S+ - iDARRA SUPERINTENDENT - PM375SOS0.
07++ CONTRACTOR TO DOME THAT THE 0600 01200 PLACE ?Rii TO NE WÓRCCOWIN T
i0300 SCOUR PIT REFER SHEET 19
----1S1208
.._ .-Y.. .T
' _ =
PLAN SCALE 1 + 500
E
5- T- G- w-
EpíP 10
STORMWATER
:. ECTRICITY
SAN SEWER TELECOM
GAS
WATER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900
TEST PIT No. 10
L=GEND
01.670 MILD STEEL EEL CEMENT LINED PIPE (MEDIUM OENSIT! FUSION BONDED POLYETHYLENE COATED)
E6684.413 N2746.957
CH. 343.574
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING SOCKETS FACING .. I SOCKETS FACING
WOLS T ON ROAD (UNFORMED) I
LIMIT OF ...ANIQtACT
<:'0--_ l)H cmi
=%ST'NG '!a IID§ // Lr2 01 /
PrT ANC 312+C ÀbS í / VALVE
PRINCIPAL a. oaF. ' iW/FTH + 143.52.3MC: Am
jl.'9VoaS AM0
N.. TO 3E INSTALLED 3Y PRINCIPAL
30. BELOW A.H.
DEPTH TO PIPE
INVERT OF PIPE
SURFACE LEVEL
EXISTING SURFACE LEVEL PROPOSED ROAD EVEL-
N \1
I _
4441
dn.i I
! l
OATUM I 1
INVERTil I MI
MIMI 2,
aa'o ti 1
äI Ì !
a0
Ei
1
ti
el
ól ói
1
12 3 1 5 ....22 -. 00.0.5
ii
ò
! CV
el I
i I
PIPE CHAINAGE .101- el'- e l
g):1
SI
I
.1
El
LONGITUDINAL SECTION
CH. 0.000 343.574 SCALES a0?iOMT ióóó
5 3 5 m' 15 0 2 -5
SCALE OF METRES
1500
NOTES
(
: :VJUNC77, 5. CCYL E.V ANOV DRAa[NO3.
- u :REa' '- ' -_30. STArOARCS __ 570.5 5vs2 :F : :A ___
j Y -UTii_A..3 T=)
. Z AEL"VANT 3L:- :ZG cRIT.
THE CONTRACTCR SIIALj. V65!F: +L0 :MENSI0NS :a s :.. -00.P .0 ,.,
-ONS:RUC ̂ :.`A _RAwINGS SHALL LOT SE
SCALEC.
ANY SC.E? NZT SALL 3E 77-77= -E SUPERIaCCENT SI CRE
P :.COING ..íTí. 'AORK.
GS vG 3USSTTTUTE MATERIALS S:wOL 3
SSE^ AITNGLT -HE A?PGOVAL àUPINTE!s]ENT ~
G6 T11E C]NTRACT0.7 S.+ALL .w3:E
ma.sa LF
=ULLT CYaVEE ?SANT aria AL. EXISTING S ERVICES ANO STRUCTURES ITNIN n0 ADJACENT O OF TI.E 'w0Rc 3MO SNSS 3E 303?G SI3L"- 07 ANT I
OANAG -. _ _SE SERVICES AMO ST BAC S :AIME OIE,Gr .
SE OF .TAG. ._
G7 ALL PORK SHALL as TARRIES CUf Tx coMPLIAMCE AIM THE OGEEN5LAN0
22.1-TIOO 05 GULOELt1ÆS Y
CT'
08 FOR DETAILS 30 0 °- 223 'EFE: TO THE GEOT000IICA: REPORT
CONTAINED N THE CONTRACT 000R.F,NTAI !C.`l .
09 NANOLE COVERS AND SPTNOLE 30XE5 FOR ALL vaLvE PITS. SCOUR PITS. Api VALVE PITS. SOLOED ....ms PITS. SNA1.L 3E SLOPUED 9Y T)E PRTNC'.PAL. -
Pt :NR.UTED =LT SETS -AND GASKETS SHALL. SE :RICTALLED AS é5TE0 FOR ELECTRICAL INSULATION ON ALL FLAKVal BRANCHES INCLuDING RE
CONNECTIONS. SCOURS AIR V_ALVES.GV
P2 ISS SHALLwS3EEE0. P3 EXTERNAL C:JAT11.0G3 ARE MOT TO 3E
3uRR01 Á10ED OR PCOVERED IN CONCRETE.
?A m REINFORCEMENT 13 TO 8E oEL5E0 TC I
OA NAZE CONTACT WITh THE PIPEWpi1C.
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Page ES 729.1S1 m2722.6 TO \
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-F ztaNFII CJT NIT,TH a:TING A RoSSIBC NAUITAT
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1E6979.0141 \ N2670.472
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.
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RP
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a ca =ma
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TEST ?ET No. 10
LEGEND
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SOCKETS FACING I SOCKETS FACING SOCKETS FACING
SANDY 'CREEK wOLSTON ROAD (UNFORMED)
V
-lso.44.- 4-- 7*---`\
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LONGITUDINAL SECTION CH. 343.574 - 668.731
SCALES HORIZONTAL 1500 NEAT:CAL 1500
5 0 S 10 15 PC 75
SCALE OF METRES
1,500
NOTES
G I HIS cz,4,144c, stmt.,. 11 . .7,EP
F.3MENTATICN ZA-:::C. :2 :Lt. HA TECIALS AnC .
BE IN ACT:=DAAcE 2;7, TEOJIREAENTS CF. NE .1o2RENT STANOARDS AuSTRACA SPEC:P::: ANO CCO23 ANO THE 3Y-LA45 NLE 22-EFANT 6:0..c.ms AUTHORITY.
G3 NE CONTRACTOR SHALL :NY
"XV.SrgUC,7%.4- DRAIONG5 !HAL- SCALEC.
/ AN, CISCREPAAATY _ _ _
71. 2.i.PERINTEKENT B.EPGRE PROCE=DING ITH wORK.
GS NO SUSSITTuTE NATVIALS NITN .04. THE tRTNICFA-
SUPERINTENDENT.
Go TtE cl.NTRACTCR SHALL HAKE CONVERSANT ALL EXISTING
BERMES AND STRUCTURES AO;ACENT TO THE 3-TE .1 rIC WO Stows 3E RESPCPOMLE F.C.P +or ZAN= 77. NECE tR...-
TRUCTURF-S DURING :NE COURSE Dc TRACT.
G7 ALL WOW DOLL SE CARRIED Our CONPLIATCE ,.+TTN r. DEEMSHORKPLACE
HEALTH me SAFETY :CT. PEGuLA TIONS AK) GuIDELINEL
Ga FOR DETAILS CIF 994.E LOGS REPEF TO THE GEOTEOANICAL REPORT COlatmeD RI TIE CONTRACT 0001ENTATION.
39 ATNICLE COVERS ANC SPIMDLE 3CXES FOR ALL PACE CTN. SCOUR PITS. AIP vm.yE PITs. BOLTED Aomee3LE NITS. SHALL 2E SUPPLIED OT THE PRINcIpa,
P l INTSLLATED 20LT SETS AND GASKETS SMALL SE INSTALLED AND TESTE FOR ELECTRICAL INSULATICN ON ALL FLANGES ER.AKSES ITCUSITAG Renetc,4r1044 OIVECTIONS. SCOURS ATO IR VAuvES.
P2 UNLESS OTHERHLIE INDICATED AnC.NOR ELOCX.1 Siuu. SE LITE4ED4FoRcZI
RS ExTERNAL COATINGS ARE NOT TO aE NENNPFED NNENMPIDEMORK grrrnGs SURROUNDED =VERO TN CONCRETE.
P. NO REINFORCEMENT IS TO 9E MELDED TO OR MAKE CONTACT WITH THE PTPENtoRK.
PS NE SC= E04. MO ELEC. SERvICES BRAWN TO SE CONTACTED PRIOR TO 3ACKFT....NO AREAS wHERE RINGOIO PROTECTION TEST POINTS OR OTHER .AcIL:TIES ARE 70 SE RASTA/L.1C.
T: TIMES 54A.- 8E REMOVM NITHour NE AP...RONAL 57 THE SUPERINTENDENT.
-4 44A044-trAnTRUCTIONAXTAILS o4rE l041E CC...ENGEL, ,CONPLETE0
SIG .
NATURE ¡DATE .
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CTSTABJTC3.
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IT '9.1 943,433i
A.14. DATUM I &METED RBORALL
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1670 DLL MSCL WATER MAIN PLAN AND LONGITUDINAL SECTION
AS 57.01.1 IN 3 CV 20 S.EPTS
CRAVING ANEK1
486/4/6-W7083P 10
i 6 o 60 70 NY "100 1 0 120 130 4,10 ISO 160
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ZP .93S E690.917 m2satLIS1 20:
-r ' Cs, 1536 57272.SAS v27.8.249
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ItS1
;
;
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L.1./
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c2,1
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1-p 4 7,17-ii)
/ E7303.4021_2 N2730.1031 CH. 998.449
= STORMWA TER
E--- ELECTRICITY ---S S- SAN SEWER
r r--- TELECOM
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ALIGNMENT
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TP 10 TEST ?IT N. 10
LEGEND
IMPRESSED CURRENT CATHODIC PROTECTION
!SOCKETS FACING
30. BELOW A.. DATUM
t
j100 A.V. &
BRANCH IN PIT / REFER SHEET 18
I :17-
ii
SOCKETS =ACING SOCKETS FACING
WOLSTON ROAD (UNFCRMED)
ROPOSED ROAD LEVEL
,-EXISTING SURF ACE LEVEL I\ 4
\ \ a ,. -;! \ \ 5'
_
\ \ ;
t,
r
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...El 3T 01. e so Mo. 69
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I gi Cil I I
N
INVERT OF PIPE !!.!
SURFACE LEVEL
PIPE CHAINAGE
314 61 al
c7,'
di
1
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I =1 ;It
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LONGITUDINAL SECTION CH. 668.731 - 998.449
SCALE3 HORIZONTAL MOO VERTICAL 1600
5 0 5 10 15 20 25
SCALE OF METRES
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NOTES
Gi NIS /RAUL,* 50AL 51 :a*jusCr:CAl .74 U=41.6471:=IN :NC 21.-
ISO fe.,NA71Ale
4Sallp4iNTs."5-7:E STANDAROs AuSTRAL:: ANO COOS ANO TNE 9,,Awd a* RELEVANT SULDING AuNoRTTf.
GO THE CONTRACTOR snALL COIF 3IMENSICN3 EN SITE 10227 -C ANT 'OMSTRUCTION. COANINGS ' -; NC A= SCALED.
G, ANT DISCREPANCT iE 71.1 suPERINTEN.,ENT PIRCI6G NIT, CORK.
GS NO SUSSTITUTE NATERIALS iFAL 5E
USED wITHOJT AP...OVAL 7F
SURSRUATERRENT.
Gs NE CONTRACTOR SHA,L. MAKE nIASEL, FULLY IMNVERSAAIT .17,; ALL EXISTING SERVICES ANO STRUCTURES NITMIN ANa ADJACENT TO TILE SITE OF 76E FORK 060 SMALL SE RESPONSIBLE FOR 3AI*ED o :KU SERvICE3 ANC
"STRLCIURES DURING INE COURSE OF 2n1 .TRACT.
27 ALL vAORK SHALL 9E CARRIED OUT :N
133oLIANCE NITA TRE QUEENSLAND WORKPLACE NEALN ANO SAFETY ACT. REGULATIOts A*0 Gu/DELDIEs,
03 FOR DETAILS OF KIREHOLE LOGS *EEO TO IRE GEOTECNNIcAL REPORT CONTAINED IN TILE CONTRACT DOLLABOATICPL
09 NAmOLE CORERS ANO SPINDLE BOXES FOR ALL VALVE PITS. SCOOT PITS. AIR VALVE Pm BOLTED MANHOLE PUS. 5N1L4. se SUPPLIED 87 71. PRINCZPAL.
EIMISOSE PI INSULATO3 BELT SETS AND GASKETS
SNALL SE INSTALLED APO TESTED FOR ELECTRICAL INSULATION ON ALL FLANGOSERANCRES DKIDDING RETICLLATICN coNNECTIOra. SCOURS ANO AIR vALvES.
P2 UN*ESS OTHERWISE INDICATED ANCNOR BLOCKS SHALL BE LNREINFORCED.
PS EXTERNAL COATINGS ARE NOT TO BE REMOVED wHEN PIPSNORK FITT2503 ARE.
SuRRERACED OR COVERED 271 CONCRETE.
RA IC RMFORCENENT IsesisonpRIERMEE r0 OR MAKE CONTACT WITH THE P3PEN6ORIC.
PS TIE BCC'S NECK APO ELEC. SERVICES BRANCH TO BE CONTACTED PRIOR TO 6PWILLIN6 AREAS swft-RE CA TIFOOM PROTECTION TEST POINTS OR OTHER FACILITIES ARE ID 3E rNsTALLED.
/31E1 TI NO TREES SNALL 9E <EmOvED .irnOul
TWO APPROVAL OF TIE ,aiPERTNTENDENr.
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..
C C
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E76 42.058 ) N2792.357
-o STORMWATER CH. 1342.753
E - ELCTRICITY - 3 3 SAN SEWER - T T- TELECOM
G 5 GAS
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REAL PROPERTY ALIGNMENT
& cF. 9900 SURVEY CONTROL POINT 9900
4 TP LO TEST ?IT No. 10
LEGEND
01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE COATED)
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING SOCKETS FACING
SOCKETS FACING
WOLSTON ROAD (UNFORMED)
WOLSTON ROAD (UNFORMED)
-PROPOSED :ROAD LEVEL il
,- XIST :NG SURFACE LEVEL
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LONGITUDINAL SECTION
CH. 998.449 - 1342.753 SCALES NORt20NTAL
11300 x500
VERTICAL
5 0 5 13 IS I0 25
SCALE OF METRES
1.500
NOTES
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03 T:Æ =TRACTOR SMALL VERIFY ALL
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GS AG SIASTTTUT5 MATERIALS SHALL 3E
USED w1TH0UT APPROVAL OF r':"
1 SUPEROMTENDEwi.
G4 Tá CONTRACTOR SMALL +ARE :.iMSEi.....
=LILLY (¡DNwER.SANT *ITN ALL EKOS'ING
SERVICES ANO STRUCTURES WITHIN AND
ADJACENT TO THE SITE OF THE wORK AND SMALL SE xSPON3tSLE FOR ANT
30.-'^ O ESE SERvtCES AM 3TRUCTURE5 OIADAG THE .A -R1RSE OF 1E CONTRACT.
G7 ALL w018C SMALL 3E CARRIED CUT W
CONPLIMQ.E WITH 7NE Q1 EENSLANO w6I1mLACE .IFjçTN AND SAFETY ACT.
RESu.AID:NS AND GUIDELINES.
GB FOR OETAD_S OF 30REHOLE LOOS ..3-ER FOR
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P
PI 04S1LATED 3OLT SETS AM GASKETS SHALL SE INSTALLED AND TESTED
OR ELECTRICAL iM3ULA=ON ON ALL .
FLAN ED SRAPOE OURS A1RRETICULATION
P2 UNLESS OTHERWISE DIOICATED ANCHOR.
BLOCKS SHALL 8E u+REIKORCED.
P3 EKTE7NIAL COATINGS ARE NOT TO SE
S*AR0uA0ED O P COVERED FITTINGS l
#4 NO REIKORIFAAEM 13 ID SE ma= TO At
OR MAKE CONTACT WITH DIE PIPEYARK. i PS T)E 3=3 NECK 4M 5150. 553V53
5RANCH T3 SE C3NTAC2r --p. PRIOR TO
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C.47E iCATE !DATE
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DRAWN
3.3.G. . N oiAFt Jr 5.5.. 0CT o.i ss 3,, r79P ;
! Y 8095
CFNC I N.G.L. MV oA{ T974i6
A.M. DATUM .J assw-Ta2 R2aKAL1.
G477 FtF 46W7081
y8 FL: N0. (71705/512883
r^, =ME CITY .0CLINICIL,
b OBARTIAE(R OF WATE .
WAIT SUPPLY 8 SEWERAGE
PU..0 á .iSTì1 91.004
PFCLECT
MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN AMPLIFICATION 77.0 WACOL TO OXLEY SECTION 1
1670 OIA. MSCL WATER MAIN
PLAN AND LONGITUDINAL SECTION
SCALE .2 S.owN IN S CF 20 S£TS
[MAWS M
486/4/6-W7085P M.@
0
4 T0 10 20 30 a0 50 10 100 T :10 120 130 140 150 180
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t txst
..283.3.27t
- ;0'1 _;-..; - 7-
;4. -
A.-
...'....':' ..- --
-, 7 V iDANG
r 1/ 17° BEND -.-.
.2 I'l HIGH VOLTAGE( 17=-71er! ,'_'?::7 I. ',V..-ECTRICrif i /7 N27 65.907 1 47
I
: ..,... I CABLE / CH. :494.333 ,-------..\
,--- 0100 4-- 7:. M.H.---i A12871 75RANCI-i ..2-ti PIT ....."/ , 7---
; RErr.::-. :',E1-_-7 18
41. 9997
E7779.00. ' N2770.997.'7
:74 / 'Z.:
(\171 r.ls7
/AV \BH
5-7° BEND /
CH. 1.42,92D., REFER. ...0..53-1T-10.: N2B07.973 E7727-1306
REFER
,:7,731173225890 H. \., ),--ROEF300- SCsHOE.:_rUR P/11.9--; : o
o \ Ls- oRtz. Amax
\
--E---_:--
ap
Z" 3940 .s.
F7763.6641 ;
76h...C.14 r- \ '-4. :43P-624 \ '. i- -- -
, B..7..C. .
PuMPING ST.4 7 .:.2 . .
. .
f
1
\ 994G ,../E7784.87?
N2726.20
;
\r- 0100 A.V. \ BRANCH IN 777 \ REFER SHEE7
30. BELOW A.. DATUM
r.E7642.058 TN2792.357 CH. 1342.753
..$, 4 /v .,-
PLAN :500
c..p..00
EH IC
3TORmw-c,TER
='..ECTRICITY
SAN SEWER
TELECOM
3A5 WATER
RP AL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900
BOREHOLE No. IC
LEGEND
fk7881,740
/667.353/ N2630.7I4
312 7 MILD STEEL CEMENT LINEC PE (.4Eozum DENSITY FUSION BONDED POLYETHYLENE COATED)
PRESSED CURRENT CATi-COIC PROTECTION
FACIN3
00Tox 'ROAD 4UNFORME0,
23/S NA-1.23 t Ne.12.
ÍÀ.28
3L5 i
wrrk eicai , FL. ..v.
BRANCH 125
RAILWAY SANANANDA STPPPT
..7, 3E.1Ls CF /-.---s. :-..4 /4"....'
S121.0;
f _.:g I ,- -
,. : - - -.-- ,, .,.,
..f -.1: i .9,-i i
_ .. .- -<- 7:: w=
>c.) ..,.... 3.74
. -c 41z.,. ..7,t'd_11;:.`: 7` -- .-
11: .
,i :: :',.:.
ii =i,::-...A., --:-..:.
."?-Frj"-'..,-, (.0a2,..,..
..17".-.0 e ZOCI-,-, --7, ,:.,' -.6,p,n01/3..........c
SOCKETS FACING
.BULLOCK i ?SAO
SANANANOA STREET
i GREEK
I:55 HMI o
(-1-11--\, SURROUND
I
17c
cc
t o
; 5,4
11
3 t 5 n..126 70 ,,,129
iç ! j
DEPTH TO PIPE INVERT wo 0
INVERT OF PIPE -79
SURFACE LEVEL
iiiii1 E i S 3.3. BEH3 .1--?.-",-.1 '1 I
. ,
' 330.7 FL SCOR 111111 LI, ; ;,
2--,'lNo¡ I I i ! ! IA174 i
-- I-!iti i
. ', 5 ., ?...51,..7,F.-6121-7-9 I s li. , ,
' tl 1 ii!wITH A1001,6t1 1
! I , h FL.g.; , :
, s . : - . , z ::,,:..:1.3 . ill i I I .A330 ret .
:. )iii i i i
. I !
, 1 I. i .
L.:
PIPE CHAINAGE
-to ' - I : 7-41
-
I
I
e 3 5 m..137 To .1.0
i I i
I I
I I
. ,
-I I I l i 1
7:.! AZ, R1
ti :...: 11 ii.1 =7:1
zr=i
LONGITUDINAL SECTION CH.1342:753 - 1667.953
scgm .0,1r20r,.. -.sac YERTTCAL 1400
ll I
I
I
i I
:
,
I ii
i
, , 11 .
H 1.
i 1
1
1
I 5 3 I S TO se....S1
l 1 1 I i I i
., ,
,1
I ; .1 7Al; ;:s1
,,-i , .4i . .
,
I . , .
' S' -.
..1 1
;
El 2i al, -7..
wl
44
A J
el.
.°1
&j ARI
g
é:
s s :0 15 23. 35
SCALE OF METRES
1,500
NOTES
IlEafaox.
G' '1.11
ArO
:7 NATERIALS ANO ORKNA.NSwr= SHALL /
IF .C7-50NCE ,EP"..-:?ENE67.3 7:.st 37N-DARDS AUSTRALIA ,
N0 CODES ANO THE 3T-LANS 'OF THE 1
RELEVANT SUILOING AUTHOGI-
TwE CONTRACTOR SNALL EAU', ALL
314NSI0N3 ON SITE ?RICA 70 ANY
0.-.7.35TRUCT: :5'.w1.'5 NOT BE
. 3CALED.
.61 FITSCREPANn sHo.._ IS ..csno r. SLIERINTENOENT 0E.5 ROC../-=ING .1TH NORK;
GS 60 SUBSTITUTE HATERIAL5 TALL SE
EO wIACUT PPROvAL SF THE
, 3uPERINTVOENT.
106 THE CONTRACTOR SHALL ,NocE HINSEL. I ;FULL', CONVERSANT wrn. ALL EXISTING
SERVICES '.NO STRUCTURES WITHIN ANC
ADJACENT TO 1. SITE OF THE wORK
NT3 SHALL 3E RESPONSIBLE .-CIR AMY
ISANuGE TO THESE SERvICES TAO
STaCTUTES DURING TNE COURSE OF THE
CONTRACT. G7 ALL wORK SMALL SE CARRIED Dui' 19
CCP,PLIOCE WITH THE CUEENSMEST ogs:PLACE HEALTH AND SAFE 7 .CT.
REGULATIONS AND GUIDELINES.
68 FOR 051.411.3 OP BOREHOLE LOGS REFER
TO ThE GEOTECHNICAL REPORT CONTAINED IN THE CONTRACT 00CUNENTATION
G91:$gliRirlgol-EPW3AOM NoANHOLE PITS.
SHALL 3E SUPPLIED AY THE PRINCIPAL-'
Er/EWE '1 INSULATED B0-.7 SETO AND GASKETS
SMALL 33 INSTALLED NO TESTED
LIB RETICULATION TOR '.LE TRI ATION ON ALL
Aut ',ALVES-
p2 UNLESS OTHERWISE D40ICATED ANCHCH
aLaocs Hull, SE UNREINFORCEIL
P3 EXTERNAL WADING., ARE NOT TO BE RH.OvED WHEN PIPENORK FTTTI=1Zerer SURROUNDED OR 0055500 N :,/.1
P. NO REINFORCEMENT IS TO BE wELOED 05 HAKE =.1ACT WITH THE PIPEWORK.
I 53 THE 3CL-3 NECH. AND ELEC. SERVICES
BRANCH TO BE CONTACTED PRIOR TO
BAMPILLING AREAS ANNERE CATHODIC PROTECTION TEST POINTS OR OTHER
' FAG:I:TIES +RE TO 3E !NSTALLED.
11 NO TREES 314,4.:- RE REHOMED wtlaDoT TNE APPROVAL 3P 711e SUPERINTENDENT.
MAIN CONSTRUCTION DETAILS" CATS !DATE CONNENCED COATPLETED
SIGN. CURE ¡DATE
MCDADE ANEN766VI/GS.E TD/.E R:R NIDALSi
MANDMENT at ISSUE REGISTER ¡I= CF Puww.X3
CON51-"N.CTEN !MS E DEFMCES1CPSHATISNEYWS OFECTTO? 5 ICFECTI7.1 CF ,171-7CRCF MY,.
!CATE CATE
i I
CA. TE 1 CATE aArs
5.5.0. 1007 '941434,615'.p.ske6..;431"""/
loci. .94 =1:3 /r 0E934
TRAcs../1 I S.RNEY t NO Ro9S
797./6 04(.0, I N.G.L. ¡NON
Ait DATUM I afNerso R.BOXALL
CACO FLE NO ...saps.
.03 FLE 4G o71703/512881
714 BANE art cam=
CeARTMINT OP WATER SUPPLY tt SEWERAGE
cEse. BRANCH
FRIJECT
MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN AMPLIFICATION
WACOL TO OXLEY SECTION I
1670 OM MSCL WATER MAIN
PLAN AND LONGITUDINAL SECTION
SCALE SHOm. 6 CF 00 99E133
486/4/6-W7086P 10
:0 Z0 10 C SO 60 7.0 100 tic; 130 140 tic Ltio
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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2.750 23.5 -
2.750 39.0
2.750 23.5
2.750 35.0
2.750 41.5
:D CONCRETÉ- R BLOCK
DETAIL
-
-
98
2.750 26.5
2.750 26.5
2.750 17.0
2.750 - - 26.5
2.750 45.0
2.750 61.0
02.750 - 30.0
2.750 8.0
1.400 7.5
1.400 5.5
'PICAL .SECTION
500 500 1000 1500 2000 2500
SCALE OF MILLIMETRES
1 :50
NO DATE AMENDMENT /ISSUE TO/ISSUE FOR INITIALS
AMENDMENT & ISSUE REGISTER
MANAGER
DATE
DIRECTOR OF PLANNING & DESIGN
DATE
DIRECTOR OF CONSTRUCTION
DATE -
DIRECTOR OF M.& E. SERVICES
DATE
DIRECTOR OF SEW. OPERA-TONG/WS DISTRIBUTION
DATE
DESIGN M.G.L. P.GAW
DEC'94 DEC'94
ENGINEER r1.Lj<á,ljr N CHARGE 7;f7:e/9 kf
DRAWN G.S.
B.O.B. OCT'94 DEC'94
SUPERVISIN ENGINEER
TRACED SURVEY NO.
CHK'D. M.G.L. DEC'94 FIELD BOOK ñ
A.H. DATUM. SURVEYED
CADO FILE NO. 46 W7097
JOB FILE NO. (7)705/5(288)
BRISBANE CITY COUNCIL DEPARTMENT OF WATER SUPPLY & SEWERAGE PLANNING & DESIGN BRANCH
PROJECT
MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION TITLE
WACOL TO OXLEY SECTION 1 1670 DIA. MSCL WATER MAIN ANCHOR BLOCK AND TRENCH DETAILS
SCALE AS SHOWN N° 17 OF 20 SHEETS
DRAWING N°
486/4/6 -W7097P AMEND.
o
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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01670 TRUNK MAIN
REFERENCE
GRAVEL. LOAM OR SAND BACKFILL
MATERIAL COMPACTED TO NOT
LESS THAN 97% RRD
REFER SPECIFICATION
PVC CONDUIT
CONNECTION TO CASING
(STEEL CASING PIPE ONLY)
REFERENCE ELECTRODE WITHIN
ENVELOPING PIPE DETAIL
SCALE 1:2S
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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\ \ \
300 BRANCH (RETIC) REFER DETAIL
i
!N2630.714I
CH. 1667.953
BEND "E7901.492. N2612.9951
i CH. 169;4195 CR 9941 ' E7904.380 ,.... 7 K647.67
of RECREATIONAL RESERVE
c13.C.C. LANOI TNE cONTRACTOR Is ACVLSa0 THA
rHis 40E4 MAY ro.vE seN uSM 3Y TIfE 47047 70 OLNP 309E5TIO REFUSE .943 mASTE.
3H 44
V.1252
0100 A.V. AND M.H. BRANCH IN REFER SHEET 18 \
174 1 .,4 !
....., -:
0...n. . i...1 i rn i
..,.1--0,.. ':,:°.
A-17,-;- sk;,:,.., -7-. ' ' t ni n 31 , .,........... '2
VI I ts Z 1 '... ,1,. ,..11..,:tr
1 ri ',- \--kz
;Li ... '
'Li 1 .1 -4 il r:, ; 1 ,... ti '1." li
, ! 1 1 -1BH 42 '7..,t \( %------0BH
21470 M.H. 3RANC4 (Welded Type)
or
0300 SCOUR PIT-7- REFER SHEET 19/
(3-172T..2\
LISTIT OF CONT1RACTI
"Lr/A(Ni-EYek 0300 43C. PIPE
C-0300 PLAIN \ I 'BRANCH
TE ti.. 52 21670 . AASC1. A,A1N-/ 1
11
3300 90. .N.S.C.Lij SHORT RACILIS BuTTwELD SENOS .
sa Isoo i
Q0L.4
gl
L-BY OTNERS
300 VALVE 4SUPPLATD SY PR/NCI:PAU
CONCRETE SURROUND
PTPEYAIRK NOT 5up..2ED BY PRINC7AL
DETAIL_ OF 0300 BRANCH (RETIC.) 3,A1E LiSO
PLAN SCALE 1400
0= = = = =
-E S-
-T ----G
-A
C.P. 9900
0 BH 10
CENSTTE:sNANTRY.:LA::/iciING
o s,.00y EAFG....IfifoOSTSAf..._ VD ;30,. 3.C.C.
.11S° BEND
TV kkSS ,_11=3204.000 i
, N2691.4461 CH 2003.535
in 43.1
)4 ,
..."--------'\,..L_, E322.4-169 fl,i1.- - --7-3 \ 'N2698.5071 S ;
1-4 S.- e ...--f.. \ \ CH. -2024.941
\_14 '11°, I` \
-- 1,-. h ' 1 -----.).. 1, :. i ; 35' BEND
-9 ' \ . 1 ' QE8211.5981
-C -- --- - . -.:- 7.. -I:A I :
!N2693.468 CH 2011.38s
/S/ OS PO51T1«O EL"Ts100,472,-0-
/ KM 040 CASING Amu. L-C.P, TEST POINT NA. S
=CRETE SURROUNO. RgER DETAIL SNIaT Cl
STORMW A TER
=LECTRICITY
SAN SEWER
TELECOM GAS
WATER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900
BOREHOLE Mo. 19
LEGEND
016 70 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE COATED)
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING
SANANAND A SiRE=,
BRISBANE CITY COUNCIL LAND DEPARTMENT OF RECREATION ANO HEALTH PARKS BRANCH
THE CONTRACTOR IS AOVISEO THAT THIS AREA MAY .104/E BEEN
USED BY THE ARMY 70 OumP DOMESTIC REFUSE AND WASTE C1282)1 GRADE An / ISO MIN. CONCRETE BURRO UNO
; (9,FER TRENCH DETAILS SKEET 17)
CENTENARY HIGHWAY
FOR DETAIL ROAD CROSSING REFER SHEET 1
B.C.C. PARKS
BRANCH
1 r9n1E0 lnm. I
,41c4Ms 9EET fof
- PROPOSED ROAD LEVEL
I- .- EXISTING ROAD LEVEL i !
o .0 72.1 i
< - : "12 -.ci cd
5 i iii 0.2:1.0 ; 4-...
3 0 <v101 SF 7
I , - o ' - i 471 ulCul ,
,..., :.,c.: c4. ,....- ..,;
! \ .. '
..........._ 7 r
-.... ----1-----'------ 21-- .
! , i'l! 11' - '
i
, .
- AC AC
1.16 r-(J
1
re2
-- 1 112 i i, ,4,-ANPI.OR,
i 1 I.
i
t
T
i - ._._.-._.-._.-._ _._.-._.-._ ,
j
11-.8 l REFFR_
1 li.g11 1 -.-.-._.-. ;
_._.- I , ,
.
I
.
. I
1
!
:
- i ._
' ._ . i i9. 1
, ../ -Ig 1 ...=
I 'I ' f ff
I
I .
1
! i !1i i .
, n... i Y. I
i
,
' , .
I i; 5,1i.,,
... 2 ; ff 3 1 s I E.; wiT). 13001 ,,. p. I
, I i i
3=2 1-. .P FL. scout , I .. .1-1 a I 5
6.C.E.-4., 6.5,s, .4.-; 1
3RANO: i P. : 2 a 4 S 7 a i 3 ,.....;.7:
-.12.-.7 .44,-. ..: ....IA° ; ..cz .4.171 TO rm_s72 .. .
mrozi nni. Ann - i .44 s 1 S m4.155 To ...168 i j 1 :
i
i i
1 1
1 1 1 1
1
i
i i I 1 I
ni ...
30. SPLOw A.H. OATum 1
r"
I; i
1, a: 61 21 P,1, 41 411 ::1 ?I 41
41 ..31
al r,1 , ...i i d trgt I .4121 :1 .1 n. :it :1.1 :11 fe! Z.! .1 ail N.. .
DEPTH TO PIPS INVERT A. i as{
g ..1 '.1
np1 ,... ;
i 01 -I 1 '
1
i .. ,
-, -.76 71 ...7. 11 ai 7 ; 1
.4 .-
1
f.71
fil '.;.¡' Z
Státt NI .1 ti E .4 °I
-1 :.....,
. ... .1 -4
4 2.: 21 °I .a! .. --4 - 1 ' .71 I.I.1 ..." C..
INVERT OF PIPE 1 . .41.0 Zi :" -4 -/ -1 -i
T.1 ....2. gi 7-.,I 74, l'" -, 1Zi
. 1 O 1
o .1 - lol
I . of ""
' cf) l ...,2
It .
,r .
.01 1.1 4,0 t
:it got tti 21 .. ,
SURFACE LF.VEL :";1 ót i - 1;1 -fil I
.....
: 1-1 7
! i I 1 1
1 1 1
i i 4-I
I 1 I 1
Al 02 t 1
f...:1 -4i mi 9. 64;
Ni '''11 !!:. E
.. ,.. - .. ..:.. ,.., 01 ..-, ,..:1 .
2 t - gi ii ..,
PIPE CHAINAGE 4. ,st n
;II ii..; ... 21P . 1,11
.ett `.....11 6. ,., .6 ,'i
r...21 .q... ....: z ..1, ..,... ...:
!..1_ '
.4 .., .. t ....
'61
.= ' '71 E 11
:It 4! :2 ,ti 2 El 2 F. 00 - .... V. -...... * Al 81 g Zr, t _
LONGITUDINAL SECTION
CH. 1667.953 - 2024.941 SCALE "%Via LaO
S 0 S 10 IS 20 23 uuIC CCI SCALE OF METRES
1 ;500
NOTES
S: I,5 ;2Aw[hG 41.4- 30 :IYAVCTION 441:0; C,TNER C.T.NTP,..:- COL-4NENTATICN A9C ORANDES.
fATZRZAL5 4.0 -
SE IN ACCr00...CE ,ffrA REQUIREMENTS OF 7-4 cLotGEN: STAPIDARDS AUSTRALIA SPEC:FOL.- ofo SOUiS 4,0 c.-CC 3Y-L5 --- 0ELEv.Ar &BLOM AuTmORITY.
GO sE C5NTRACTD0 591ALL vERTr, CZ/4E14510M ON SITS MR ZONSTRUCTION. OR.INGS sr..... 107 SE
SCALEC.
GA A., 31SZREPOCY SMALL 3E FEFEriEC ISE SUPERINTENDENT BEFORE ROCEEDING WITH WORK
GS NO SUBSTITUTE 9K 0973 mrn4aur TNE ApPoovAL 71-- 14E
SUPINTENOENT.
G6 THE CONTRACTOR SMALL M.'S 4...SELF Fu_Ly CONVERSANT WITH ALL EXIST:NG
SERvICES .0 STRuCTuRES v/Tml... IllS ADJACENT TO TVE srro OF TmE m335 AND SHALL BE RESPONSIBLE FOR +,,Y DAMAGE TO 13153E szpvicss .ffic STRUCTU OnT RES ING NE COURSE OF THE
ZINTRACT. G7. AU. MARK SHALL SE cow-Amour.
COMPLIANCE NMI THE OUEETF-ILFIND woRKPLACE NEALTH AND SAFETY ACT.
REIns_ATIC:943 AND GUIDE1.2ES
OS FOR DETAILS OF- BORE30LE LOGS REFER TO ISE GEOTECHNICAL REPORT CONTAINED IN NE CONTRACT 03064ENTATIOK
G9 muRCLE COVERS m43 SPINE BOXES
FOR ALL VALVE PITS. SCOUR PTTS. AIR VALVE PITS. BOLTED woOLS PITS. SHALL SE SUPPLIED SO TNE PRINCIPAL-
MEW= PI BOLT $513 MO GASKETS
SHALL BE 2.STALLO AA40 TESTED FOR ELECTRICAL INSULATION ON ALL
7LAATIED RANGES .113013 RETICULATION CONNECTIONS. SCOURS me SIR vaLvES.
P2 UNLESS OTNERwrsE OvOICATED APAEROR
BLOCKS RIAU. BE UNNONFORCED.
P3 ...KTENNAI_ COATINGS ARE NOT co BE
REMOVED WHEN PIPE WORK FTTTINGS ARE
SLWRCARVOED OR COVERED IN CIONCNETE.
P. NO REINFORCEMENT TS TO SE WELDED
SR MAKE CONTACT 'AM TAW PIPEWORK..
PS TI-E BCCS NECK. ANC SEC. SERvIMS 3211401 TO BE CONTACTED PRIOR TO
SACKFT-LINB AREAS PoPERE ZATi4001C 9e0TECTON TEST PODvt$ C-2 0Tt!k FACILITIES ARE 70 3E INSTALLED.
71_11.11
TI NO :REES SMALL BE REMo9E0 ArTSAOLIT
:HE APPROVAL Of NE SUPE7PNTENOENT
MAIN CONSTRUCTION DETAILS-
2gf.Pczo ¡CATO 'COmPLETS,S
WC:NAT:RE irmrc
i
!
. 1
\ ,CCATE1 AA,6,04341708-é 1C,£ F0:1
Ame434,4ENT & ssuE REGIsTisa
""4
N
0417 tace CFE1LP t CF 2aFECTO0 CF MFV01
=uSTn-CTCN !AAA E SEFOICEEITCPBRATITSAYS tOS
.
ISafT0A
OATE IDAIE 1114TE
1MERIN.3.. 0.3.4: iCer "*"").../ r.n,.?
c....j 545. 1= 7-...o:ol 1 1,su*.e'r Ro9s .
O....,a i 410.1. 10EC vul,a0, 7974/6 .
i
A.K DATUM
=CD FLE 941
!ammo FLacx...u.
4432017
am F,..5 G 71705/5(20210
ffieNBANE ai CCINCL DeARnmENT cl WATER suPPLy a sEWERAUE
4
R.Ampas E cesmy moan.'
FPCJECT
MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION Trn.z ,
WACOL TO OXLEY SECTION 1
1670 DIA. MSCL WATER MAIN
PLAN ANO LONeTTUOINAL SECTION
SCALE AS $30911 1P4 7 CF 20 94SETS
CRAWPG PP AMEASI
486/4/6-W7087P 10
5 10 30 4Q SO 70 100 110 120 130 1,0 o 180
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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CENTENARY ?LAYING FIELDS
E5: SON ;1NIJR ñIJGBY -AG¡JE =00óALL
L.EASEO =RCN .F9(va WATER SERVIL`{
BH
I 0470 M.H. BRANCH
i E8224
(Welded
.169 N2698.507
CH 2024.941
aA.YVE, F0.:AGE '3vERMEAC;
;ELECTRIC:TY CABLES
á 1 i l qP BEND _ --.,,_228r- _0470 M.fi BRANCH ; _.i i V275-?ó 7 ;
(Weideè ;ype)
<i CH 9189 823 /I ; II
' ' I % : i'hP .,
.!.q1
I I 3'1 F83435H2' p~. 1 %CP wa5
,.,,NI V2751.19HI RpA //.1ÿ 1 I aHW1016
-- + i . u
v2TT .65 P.P.A x _
c -...-,...-=1-7.. 1 ! ! li F . F_ .
M H .
ti - a
_ w
r w .
- I /
I/ =
SHC.DI I ! I t
'eLOac I r I
320 WATER SERviç _JJ 1
i
1Y -a- J..77i..iw. r. i ̀ "
PLAN SCALE 1300
I_ 8H 39 A BD 1- DUCIE- S-------
(DANGER -I
I'GAS M,INI
i`
9. 8EN0
\H E8412.298 N2767.9711 CH 2225.321
ó RYA. 0910 'RATER HAIN
01670 MILD STEEL CEMENT LINED PIPEWEDIUM DENSITY FUSION BONDED POLYETHYLENE
COATED)
1
1N2804.2061 E8502.6 E8 L j
CH 2323..73
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING
SOCKETS FACING
BRISBANE CITY COUNCIL LAND DUCIE STREET
STRATHAIRO STREET
DUCIE STREET
DEPARTMENT F R RECREATION BRANCH ANO HEALTH O.E.C. EASEMENT
i :DANGER - ¡NIGH VOLTAGE OVERHEAD) 'ELECTRICITY CABLES ,
dz o t,- LOO r-Ch
' _.-_-.-.-._._.-._.-._._._-.-._._._.-.-._._._-._._._._._._._._._.--._.-._._._._._.-._._.-._.- _.-_ HI
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i 1 Tie I
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w(TH1070 1 I
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i n 1
I wiTH ' v i
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1
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I
I M. LEE I j T 3 t SIN.. :SA TC .w. :92 .>_ os ,ti 195 3 3 A S N.. .96 7O1NA. 1981 a i Ne. 201 .N.. 202 I I ? 9 1 S Nw./ 2CS 70 N.. 212 ; f1
1I
.
30e BELOW A.H. DATUM I k 1 ! ! 1
I i 1 ! 1 Ì 1
1
'Ai I
DEPTH í0 PIPE INVERT
- I f
J I I I I ß! j 1 ï =1
I `
I i P
fI
i Ì :J ! I 1 i Í
i - 1
i I
(
°1 w ái.°N1 úl oI .ri wwN «I á m^;
°{ ni I
INVERT OF PIPE to' SI ái I =
- '
ól C1
tiI
ál -
m1m! A m!?f I : °I
?I o; e°.I
oL
á
! A, M1 Ñ i8 ^1 N1 M Ñ {á I . , ^
°1 m
- i
SURFACE LEVEL 1
of 51-1- I I i .11 '',/
I 'i I p Ì
y í" NI I !! 1
Í _
I
N'I a 1 ál I
ml - r»
P?PE CHAINAGE I
ti °i Ñ
t! -1 m @ 1 e °N
a a,ti; ^I ál I = 1
Nlew N
,
«I :W xy vI
LONGITUDINAL SECTION
CH. 2024.941 - 2323.173 SCALES Ht1RRONTAL 1á00
VERTICAL 1500
OVERHEAD H.V. POWER CABLES
STURMWATER
ELECTRICITY
SAN SEWER
TELECOM
GAS
A - .WA TER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900
BOREHOLE N,. ID óSH 10
LEGEND
i 0 10 3 20 .3
SCALE OF METRES
1,500
NOTES
` - -VJL'c :CN *II, 77ÁC
, JOCLwENT A :ON C
- CRA, i\GS.
3= -:NAAc :.2 .ACE
;EC :RE.NEMTS CF '17- C'URQFNT
3-ANDARCS AUSTRALIA SPEcz ICA::DNS AID CGOES AND TTF_ 0Y -L5 OF THE
RELEYANT 9UDt.^O AUTH ITT.
GS CTINTRACTO7 SMALL ..ERTFY =L
otNEVStcv$ On SITE FRIOR TO ANY`
:CVSTRLCTT0... DRAWINGS SMALL ACT 3E
SCALE:.
v ANY OISEPAACT SHALT, SE FETT-ERE. -C
StPERINTE.MOEIT 8EFCR0 FROCEDIAG '5IT8 wCRK.
GE AOD ̂ 5IJ35TTTuTE wA ERIALS z.._ SE
"',UNC IT THE APPRCYo. Sh0ERINTEEGENT,
Gé 1 CONTRACTOR SHALL MACE IMSE.,-.e
FULLY CONVERSANT (TM ALL EXIST :NO
SERVICES ANO STRUCTURES -HUN ANC
.:AGENT -0 71íE F7E THE ' 0RK
AA SMALL SE RESPON13LE FOR rNY OANAGE TO THESE SERVICES ANO
STRUCTURES DURING THE =ME 5 TAE
CONTRACT.
07 ALL WORK SHALL SE CARRIED OUT IN ayotIANCE 01T14 THE GUEENSLA`O
9ORKPLMCE O HEALTH A SAFE -r CT.
EGLUTION9 FAD GUIDELINES.
GS =.00 DETAILS OF BOREHOLE LOW REFS C THE GEOTECNNICAL REPORT
.' ̂ Y. TAOHED IN .11E CONTRACT 30CUIENTATTOPL
G9 MA.OLE COVERS A O SPUME BORES
FOR ALL 9ALYE PITS. SCOUR PITS. AIR VALVE P173. 301-TED NANNOLE PTTS.
SHALL OE SUPPLIED BY TIE PRMCIPAL
PIRRNORK 01 ONSC4.ATED SOLI SETS AND GASKETS
SNA.L. SE INSTALLED AND TESTED FOR ECTRICAL INSU.ATTON ON ALL
TURPRED BRANCHES OCSLOD 3 RETIT]A.ATION
COrPECTIONS, SCOWS AHD AIR VALVES.
P2 tPLESS OTHERWISE EDUCATED ANCHOR
3LOCXS 9E CPRED/FORCED P,34)iLARE. 1C ><RE
PA W REINFORCCEHENT :0 TO SE WELDED
CR MAKE CONTACT WITH ENE PIPEWORK.
PS THE BCC'S ,.IECII AND EEC SERVICES
0RANM 70 BE 3WTACTED PRTCR TO
SAC/RFD-LING AREAS INHERE CATHODIC PROTECTION TEST POINTS OR OTHER
FACILITTPS ARE TO SE ISTALLED. T °F Ea
Tl TO Ti POQ SHALL" 3T REMOVED 'N E? CON
it APPROVAL 1 THE SUPERINTENDENT.
MAIN. CONSTRUCTION DETAILS: DA TE Da 7E
CCM.ÆNCEO ICOMP_ETEO
SIGYATINZE ÌCATE
I I
i I
I
,.00Ait3 AA430.84T/5SE TAMELE R:R ÌNTTTAIS
AMENDMENT a ISSUE fEGÖTEt
(FßT77 CF FPJAHeAt3
C LEB[ìJ
I DATE / DATE
CSE.:J+ 7 IFECTA ff IC75.-CCR CF .4U:
ca.c at:v4 Mw E aR aml TT s i
;ATE iC+E ;OTE
CEE);'!? 5.5+. IOCT < 18.4T N riE
VORvM! S:S+. r1 -ÌOCT B./C. I %FREY ,095
OYCD I M.G1, f DEC 91
BCFELDOC
7974/6
AH DATUM +ELMEoO R.BOXALL
CSCp PLN AO 46.7088
.te FIE n0 :717GS/51288U
RP.N.Aie
MANE MY CCLMC3 DBARTMBR OF WATER
SP4LY a SEWB2AGE Hi+wwG [ DESt3v 133A.01
PFGS7 MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN- AMPLIFICATION TIRE
WACOL TO OXLEY SECTION 1
1670 DIA. MSCL WATER MAIN
PLAN AND LONGITUDINAL SECTION
SCitIE AS LAWN IM B cF zo sE£Ts
486/4/6-W7088P IÓ
l0 20 30 AO 50 70 90 100 110 120 130 lA0 150 1H0 I
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RP A
A C.P. 9400
4 BM 10
4S° BEND 3524.03a
N2812.7921 CA 2346215
, Ed5 26s81 i N280420b R
CH 2323.173
,-45° SEND ! EBS 7.951 `
1N2806.894 ,
CH 2361.327
PARK
/1\ tSi213l -
0300 SCOUR IN IT- REFER SHEET 19
ála af i t1
86óJ_54OI 1Ñ2636.1941
CH 2590.712
45° SEND E86 I!1
N2621.2.56 ¡ 7
y óa s ggr CH 2577.148
P ó<I ti ARK1 OF LOCALISED atLl
_ g
-^1 iWiT11 EGPSOiLL
á - Ne u JI StI/t EKIS
FnACE
`°1" -, l
7^
STORMwATER
ELECTRICITY
SAN SEWER
TELECOM
6AS
WATER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900
30REHOLE No.
LEGEND
/7-
BH 37 9
CP 9044 EESS2 6 \ 0100 AIR VALVE AND
N2e104091 .-04 ?A :4W. BRANCH .IN PIT a'1 rre7" -ax SHE( ó-4
i R 9.650. ArN..
N.
r ..,
4 w W (ll?
3 CO
11 F'- 0.)
PLAN SCALE 1.4500
j ' ^i
!~i _ /:5,2T5. ALI
a I5,«
i iÌa ::m
0470 M.H. BRANCH ii (Welded Typal jp,
- : i i j
1
i
11 i
33° BEND O :
.
IE8613.74s)p i ~ !
1 Ìr
N2645.8071 1 Z CH 2539.932 t
I
9 (Welded BRANCH
® ® ® I m
il, 3u.
il i 11
SH 36 -R l50 A 4
._1 .'." -.Oi/
aJ . am.aaaosvans,eá: $1O S
v0 3 -ma<
JERVIS j"" ; 71 NE12°6Aj2674s j STREET
--N W M
a
H RP.A. N N N H I M -
c+
áI a tn i7l F ° i 3
01570 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE COATED)
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING SOCKETS FACING
SOCKETS FACING
DULIE STREET BRISBANE CITY COUNCIL LAND DEPARTMENT OF RECREATION AND HEALTH PARKS BRANCH
z
30e BELOW DATUM
DEPTH TO PIPE INVERT
INVERT OF PIPE
SURFACE LEVEL
B 1 S N.216
I 1
i
i ° ry
i ! j i
B m< 1
1 " 11
!II i
i g .
I
N
1i $
^ ao
._ B i 5
A.YIT
i Ó1óÑ: , M
i CW0 MJL
SP AMOK a i R
ti
! N. 21B .r. 220 'PZ
.1( 815 NUN i300F_. 1
> B 13 SC 3RANCH1 9 1 S
N. 22S TO N_:19 III N. 230 N . 231
,L
1
4
1
Ì WI¡Y114470 I IN,N.B
al Pel
;.1
í i v;
P1S ¡` I 3
B i S OJT FROM MrTN a470 I I
d i M Ñ 3RAADI 3 5
N. 234 N. 2ä Ì . 236 Ì N' 230
(
I
I
.11 wr
PIPE CHAINAGE EI
io
LONGITUDINAL SECTION CH. 2323.173 - 2590.71.2
SCALES HORIZONTAL 3á00 vERTICM. /5o0
S 0 5 10 15 20 IS
SCALE OF METRES
1,500.
2-N.R.:
_ _RAw_NG _ -- -
DCC.I:ENTAT !CN AND 0.Awlr,.
ATER LS 4C1RA, 3E ":N ACCCRDAxt_ 417, RE7JiREM-_NTS SF T.._ -IRF..: STANDARDS AUSTRALIA 490 CCDES ANO THE 3Y-ì AwS :- --_ REtwANT 3uiL'3/tS
GO THE CONTRACTOR SnA:_ 'E ` OINENSiONS ON SITE aRIC'- CDN5T7tK,^AOx 00+w19íS
G: ANT CISCRE ?ANC' =N. á_
!HE SUPERiNTEND_FNr v E.C-E
'ROOREDING MITN wow.
GS NO S1. STT^Jr0 MATERIAL. .i.nALL ac
USED AITNDUT THE Aoe2Q__ wPERnrEroENr.
60 THE CONTRACTOR SNAL. MA. 'w9ELF
FuLLr CONVERSANT "N(TN 4 MST :NE .SERVICES ANO "TRUcT.:RES ADJACENT TO 13.E TE CF t:. .GRK
AND SMALL 3E RESPONSIBLE 'C0 ANT
strOMOSE TO TMESE SERVICES ANO SMIL-VACS OWING rwe :=RS_ c; THE
CONTRACT.
67 ALL HOPI( SHALL 3E CARRIED 307 :N
:OIPLIANTE MITN THE CUEENS:AN WORKPLACE NEALTH 0 SAFE T1 :,-T,
eRRI .0_ATIOM3 ANO GUIOLNE3.
Ge TO THEE FOCCAL
E REvegTG5
27R CONTAINED IN THE CONTRACT DOCU ENTATIM.
G9 MAmoLE COVENS ANO SPD.S.: 00XE i FOR ALL VALVE PITS. SCOUR PITS. IR
VALVE PITS. BOLTED wANIC E PITS.
SMALL BE SLPPLZED ex .E PRINCIPAL. P
BaLr. 4434046::ETS S aw ;
CONr @CTIRö. SCOURS AND AIR +AL'rEB.
P2 UNLE33 OTHERWISE DID1CATEC ANCYOR
BLOCKS SMALL SE UNRE116.TCEC.
P3 EXTERNAL COA TINOS ARE NOT 'c BE
REMOVED A1p4N7I Q1PELORK 7TÌA45 RE
5L Ota10ED'OI COVERED v CONCRETE.
PA NO REINFORCEMENT 0 3c .EL000 TO
OR MAKE CONTACT NM '3-E - !PEaORK.
PS 71E SC= NECK ANO EL.. SERVICES BRANCH TO BE CONTACTED P-IOR 70
BACKFTLLING AREAS '+NEIL
PROTECTION TEST POINTS FAC.I:TIES ARE :0 SE ]bT.AL__D.
T1 NO TREES SHALL 0E REMOVED ARNOU7 TINE APPROVAL OF TuE 00EN T.
MAIN CONSTRUCT =O* DETAILS! OATS DATE COM-ENCD !COMPLET_:
SIGNATURE I DArE
I I
'HSwTT9 A.6D.@IT7l'TQ7ibf1N1RIISI AMENDMENT & 6UE .L66órr-¿a
.A.N.rst !
ti.FMTCF ff RJ+84,G 1
DA7E I DATE CF CiEf.-,A ff^I
DATE GTE ID,:TE
comeN I I.G.B. OCT wAi Eili 3}j'¡.v/. N OYFIGE (Ny!
II r
A}L
D4M 1 M.('i11 NOV'9AÌ ffyx 797A06
DARPA IMP/VIED R9oxA0.
G+LL RE 3G a6W70B9
,n8 R_E N.p (7)705/5(239)
a BRIMANE C!!Y C:XNa.
DEPAKIMBIT OF WATER
SIPPLY & SEWERAGE RAAMD 6 =EN ER0O4
en:LECT
MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION 11112
WACOL TO OXLEY SECTION 1
1670 DIA. MSCL WATER MAIN
PLAN AND LONGITUDINAL SECTION
SCALE AS 3NOWN IN. CF 2o SFffTS
ORAw949 N IAA.ea
486/4/6-W7089P 10
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Fr
_5 5---
T- G---
N
A C.P. 9900
A BH 10
STDRMwANEp
ELECTRICITY
SAN SEWER TELECOM
GAS
WATER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900
BOREHOLE No. 10
LEGEND
PARK ARE OVER .. ... EE
R'PL.ACED T -' . SFACTT(w. CF
PARKS AND GAppENSìRANp:
=3660.540 j
:-j N2636.194 CH 2590.712
-.TREE To BE REMOVED
j 0H 35
3.. fP _
--- PCNT t
(. 3.? CN 1, PE) ^ .'
TD :=:-- Vc.InT ,.AY7-r5 ._a
0470 M.H. BRANCH-. W.ided Type)
t JJJ `\ \ ' ,( \ ///////I
: \Y% 1
=18° BEND ' 1E8748.4221
P42671.37-:-
ax 2685.366
SPIN
8300 SCOUR IN ?37-1 REFER SHEET 1 19
SCOUT ASSOC- A:TOV LEASED FM. 3...
72° BEND -. =3850.3==
1N2678.547 I ï 2787.S86
-TREE 'C SE RENOVED ^ ¡ 3H 34/ W '
4-9f - -r
°9Á7 E8858.870
' ¡N2688.980
,,üR= hÁ _._.
DANGER 031 , ELECTRICITY CABLES
;S1214
s
m
BS'
pr
PLAN SCALE ;500
0100 AIR VALVE ANO 0470 Wt BRANCH IN PIT
REFER SHEETI8
01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE COATED)
E3873.729 N2620.718
CH 2849.897
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING
i BRISBANE CITY COUNCIL LAND DEPARTMENT OF RECREATION AND HEALTH PARKS BRANCH E3RINGTON 'STREET HIMALAYA STREET
I t
1
a 3 L S N. 259 TO . ?
4 C0
ñ
SEP 1
!
P L S NT FROM WrIH 0470
9 L 5 IKUM SRAM, N I . 2A5 i . 246 1
30. BELOW A.H. DATUM
S1214í
Ú : i , wC,Z.,! 4.
_an.. C U i Ua) -. io-'z uIW W
12W OI.- N iOIyOU; .Ñ....> Oo j> OIOAV C-JIl1 \ .
i.ì'.Ï\ -
a 3 L. 3 N..2Á8. TO.N..251.'_
I2
U<
jr.. 9. n
8LP WITH R300 :I. x. BRANCNi B S
( m. 254 I Ì N. 256
i
INVERT OF PIPE
SURFACE LEVEL
PIPE CHAINAGE
4 Ni .21
ó) -
ÇEI
nWN
N
iw
I-- - a NL al ryi
ft
LONGITUDINAL SECTION CH. 2590.712 - 2849.897
SCALE3 HORL7ONTAL 1.500 VERTICAL 1.500
aai
ñl
A12841 /
258 :D N. 260
{
I
i
gl Ì
ISS5'NITHI
' M CO8 A.V. 0 Nl/. 306U09 3 I 5
N. 263 N'. 262
ViI
r
«1« s Y :D :5 20 23
SCALE OF METRES
1»S00
NOTES iF..FTi A.
C1 :HIS :RAVING ¿MALL 3E SEAU
3.ONU4^C':0N .t16 OT 02 CONTRACT
- .:'^:J:TA ^:N ANC 2510INCS.
.. TEA AND AND .ORKMAN.í. -C Sr. _ L
:- V- ACr.OROANCE '41T44 TVS
:E0.:!2EAENTS CF THE C31RENT = ST R AL:A SPEC:... -...V.
0T-. -MS f - 3Ji: r .0 .2NG AUTi-ORSTT
- THE CC.V :ACTOR SHALPL VER:F` 'L. 3DAEN3I0N5 ON SITE 05 .0 A a
:1NSTRUC7rO`L ORAw 551NG3
SNAQL NOT 3E
SCALED.
G: ANY `ISCREPAACY SHALT 3E RErEREO TO
SIFERLNTENOENT SEFORE 'RCCEEOING '15. *MAX_
G5 NO SuSSTITUTE TERIALS ¿ALL 5E
'USED OITHOUT THE APPROVAL OF TVE
STATVINTENOENT.
:3NTRACTCR SHALL MAKE .1VSELi :O vER3ANT 151H ALL EXISTING
SEPv10ES AND STRUCTURES )THIN ANG
AO_ACENT TO THE SITE OF THE MIRK
ANJ SMALL E RESPONSIBLE FOR ANY
3HAAGE TO THE5E SERVICES +ND
5TRUCT5 5 =RING rNE Cxm3E.i.:TNE CONTRACT.
CT ALL -ARK SHALL 55 CARRIED OUT IN
CO30.3ANCE NITH THE OuE-4A0LAND
REECATIONS ANO Gl110ELDEST C:.
R A,
05 F DETAILS OF 50REYIOLE LOGS REFER
TO THE GEOTECHN/CAL REPORT CONrADED 21 THE CONTRACT
COCWIENTA TICK
G9 04íNOL2 COVERS AFC ¿ PINOLE 303E3 FOR LL VALVE PITS. SCOUR PITS. AIR
VALVE PITS. WILTED MANHOLE PITS. SMALL 3E SUPPLIED 52 THE PRIICIPAL.
PIREMORK PI INSULATED SOLT SETS ANO GASKETS
SHAT.L SE INSTALLED ATO TE3TEO FOR ELECTRICAL INSULATION ON ALL
RANEE BRANCHES CLIODO TION
J ,.GCS CTIONS...àCDUR3 AND diR- ,Cia': P2 1/5.233 0TIERMI3E INDICATED ANISIC63-
3LOOI3 OHALL 3E UNREINFORCED.
PS EXTERNAL COATINGS ARE NOT TO BE
REMOVED MÁEN PIPEWORK FTTTINGS ARE
SURROUNDED OR COVERED IN CONCRETE.
P. NO REINFORCEMENT IS TO WE RELIED TO
OR MAKE CONTACT.MTTN TSE PTPEWOR0.
Ps Of ICC'S NEON. AND ELC. 5ERVICE3 BRANCH 70 BE CONTACTED PRIOR TO
50CxF?L.I:G AREAS MTERE CA THOOIC
PROTECTION TEST POINTS OR OTHER
FAC.ES ARE CO WE INSTALLED.
TR v4
TI W 'REES ¿NAIL dE EESOPED WITHOUT 1
THE APPROVAL CG 7Y.E SUPERINTENDENT.
MAIN CONSTRUCTION DETAILS 3112 I DATE CJA.NEA.TZ: : COMPLETED
SIOSACC.12 OATS
Lr..!.iATJ AAÁTO.,QRILS4E ,-A7S9.E KA ¡NRINLN
AMBiDAU@!f & EWE EE6STSI
NA.NP1CfP
:.?TE
08.'IIH CF I [nECII7 6 IOPU3TCP SE1V.
LTBTH.C=U iAA6 SERVCF.Ti.Ii 5
¡ß1TE iCATE
CCF OESEN
j CATE
G TE
COIGN Í ..GO
(PAVAV i ¿.-P.3. NOV9AI
TT.F® ¡
IY Ro95 W o-ocu I m. .1.. 'vyO°
I Booc 7975/6
Ali DATUM ! WWI/EYED RJOKALL
CACO R.E NO 6Q703
-CB FLE Na 17)705/51285) ; 1 MANE GfY CINd. O DE?ARTMHNT OF WAT I
SLPPLY a SEW62AiiE Awt..G; P Y,TV,G áCECON EFiAN04
MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN AMPLIFICATION TITLE
WACOL TO OXLEY SECTION 1
1670 DIA. MSC. WATER MAIN
PLAN AND LONGITUDINAL SECTION
SCJLE AS 5WAN IM 10 CF 20 9-WM
CRAVING If NAM
486/4/6-W7090P 10
iD :T ' i0_ 90 .,; COO Ilo Izo 130 ' 1;0 ISO ; AST E P
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PP.A
`IM4l
-..
E8873.729 (
I
i N2620.718I
CH 2849.897
= = = = = =O STORMWATER
E- ELECTRICITY S- SAN SEWER
TELECOM
GAS
WATER
/LP A- REAL PROPERTY ALIGNMENT
O CP. 9900 SURVEY CONTROL POINT 9900
3 BH 10 BOREHOLE N. 10
LEGEND
- T
-G T - w_
30e BELOW A . DATUM
2
1I 1
0470 M.N. BRANCH -/ (Welded' Type)
"DANGER - ELECTRICITY CABLES
1 C } < ;i ,
1
II
`9(` ? C ,EP 1 1 C ' ) ' ' ¡ DEFERENCE 3ECTROpE TG BE c,i I
Í _I O t¡ .e : i rJSrTON£D 9E7wEENA PtPE
sue TATYON -1 ` ^ Si ( d
¢ !î '
/ ~_ = SulirR'oú:"c N.J:72 .] 7 1 °t : E 1
REFER OETATL SHEET t7
i 31 1,'(' ({1 ? II =< i(
; )1 ! l¡¡ ' ' ` 9470 M.H. BRANCH
,''+1 1d1. `d. `! i<Weided Type) y r 1. 1 t °e 999s 1 - = e #
. 1 II 13° BEND
,.°!_+..=-1 Ee9oea67'; oo f E8921.361
E 6 S7 S LOlN2499.372 i VC - ..2553.938
_._ 9w., _ JI 11 P_ -: ;I CH 20.298 98
TEST POINT-N. 7
I i_3 Now_ ANGLE
"VI 11Î
rE8899.bs2 N25I 56593 (n
NI CI 1D i
ñ¡
ÚI ,-0100 AIR VALVE AND
0470 N.H. BRANCH IN PIT REF SHErT 18 !
II
rI 1' I
IE9027.520 I
N2337Só1 rl CH 3173.917 ;
P
A.P.A.
(DANGER - [ELECTRICITY CABLES
PLAN SCALE 1500
DANGcEH - ELECTRICITY CABLES
01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION. 'BONDED POLYEhYLE.NE COATED)
CP 9949 E3974.297
. I DANGER - ELECTRICITY CABLES
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING SOCKETS FACING
HIMALAYA STREET IPSWICH. ROAD ARCHIMEDES STREET
3 L 5 I
N. 261
2
FOR DETAILS OF ° .
!MOTORWAY CROSSING( w
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INVERT OF PIPE
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1
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_'. _.- SECTION
eIs ÌN «.
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CH. 2848.897 - 3173.917 SCALES MORIIDNTAL 1á00
VERTICAL 1500
... -. ,. ..7.. J.. . _
7,1
s 3 S a n 20 :5
SCALE OF METRES
SOD
NOTES
r 0C TIoN w1TM OTHER :7.V'2AC7 _C-.7ENT.T INN APO DRAWINGS.
o WATERIALS AND wOR1NANSHV x -4,. GE ,V ACCOROANCE WIT- *a_ REOJIREMENTS OF THE 'URGENT
1 STANDARDS AVSIRALiA SPEC:FICATI7zS =VD CCOEES +N^. THE 2 AwS 3.
E .. _ r '
RELEVANT BUILDING AUTHORITY.
O3 THE CONTRACTOR SHALL VERIFY ALL =..WENSIONS co -1.7E P8IOR .- ANY CONSTRUCTION. 3RAw;WS SHALL .N3' 3E SCALED.
G. ANY OISCREPAICT SMALL 3E REiE C TO THE SUPERINTENDENT 3EFOOE RocEEIN6 [TH ORK.
GS NO SUBSTITUTE HATERIALS SHALL :E ..SE) 'wtTNOUT TINE APP0OVAL OF 70E SUPERINTENDENT.
66 THE CONTRACTOR SMALL WAKE Nr
HIMSELF _LY CONVERSANT wITM ALL XISTING
SERVILES ANO 3T21.CTURES WITHIN AND ADJACENT TO THE SITE OF THE HOAX AND SMALL 3E RESPONSIBLE FOR ANY 3A0NAGE 70 THESE SERVICES APO STRUCTURES DURING T E CCA.PSE OF THE CONTRACT.
67 AU . wdM SHALL 3E CARRIED OUT IN =PAPUA/ICE WITH THE QUEENSL.AND wDRKPLACE HEALTH AND SAFETY ACT. REGULATIONS ANO GUIDELINES.
68 FOR DETAILS OF SREPO F LOGS REFER TO THE GEOTEOOAICAL REPORT CONTAINED IN THE CONTRACT OOGPENTATION.
G9 MANHOLE COVERS AND SPINDLE 369£3 FOR ALL VALVE PITS. SCOUR PITS. AIR VALVE PITS. BOLTED MANHOLE PITS. SMALL BE SWPt. 3 BY THE PRINCIPAL
PI TED 800.7 SETS MVO GASKETS 1 SHALL BE INSTALLED ANO TESTED OR 9.ECTRICAL INSULATION ON ALL
FLANGED 8RANDES DC. CIING RETICIATILN ZINNECTIONS. SCOURS AND AIR VALVES,
P2 IKESS OTHERWISE MOICATED ANCHOR .
BLOCKS SMALL SE 1YNQNFORCED.
PS EXTERNAL COATINGS ARE NOT TO SE REMOVED WHEN PIPEWORK FITTINGS ORE SURROIROED GR COVERED IN CONCRETE.
PA NO RWLORC7]HENT IS TO 8E wa13E3 '5 OR HAKE CONTACT WITH TIE PIPEWORK.
FS THE 3C.! NEON. AND ELEC. SERVICAS SRANOt TO BE CONTACTED PRIOR TO SACKFILLVG AREAS WHERE CATHODIC PROTECTION TEST POINTS OR OTHER FACILITIES ARE TO SE INSTALLED.
7Gr: T: To TREES SHALL SE REMOVED w[TMNOUT
THE APP40VAL CF TNE 4UPERINTENOEMT.
MAIN CONSTRUCTION OETi+I_S OA0rr9.ENCO
I COMVLETED
SIGNATURE !DATE
i I
i
I I I
`(`
OWTB AA43Q03+17694E T1]/64E FaR Iml4s 1 AAx@IDMBNr & 6S1JE REGSTI3t
I ISaZV+ a FLhAMo OMEN
DAtE I DATE
C s77 ff I tYFCTOi 3 `RS61 ff 4'D.'. ^..TTi.iiiQ, IM6. - $i1lcE$i0$iAflTNWs
osinaurrN
DATE IDATE DATE
CESEN I LG-S. IDCT qal 439i r WANN 1 BÁ É-. I
NDVO. I i Cxr/Sii ssEY 8095 NQ
0411 .°, IOECS4fBÓD 797./6
AK DATUM !Suave= 0JSOXALL
CJED FLE ND A6W7091
.18 F7.E 0G 171705/212881
IMAM ClrY COUNCIL
449 DEPARTMENT OF WATER SUPPLY & SEWERAGE PLAAnN3 [ t3ES123V gHHDH d
PRD.ALT
MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION TOLE
WACOL TO OXLEY SECTION 1 1670 DIA. MSCL WATER MAIN PLAN AND LONGITUDINAL SECTION
SCAX. AS SHOMRN Irr :3 CF 2o WETS
6LAwPO K
486/4/6 -W7091P ---- . s._. _...a---..._..w_-..--so^---"só---^;6-_-_ e¿- 70 T... 0o S:0 Izo. 130- -.::o _USO.. - ...1y0 '
MASTER
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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=9027.520 N2.:37.562. -
CH 3173.917
:DANGER - IELECTRICITY CABLES
_MI CF CNT 7 IWORK IN .IAEs V.LVE ̂ PIT :
Si :A1288i- ° l f
0100 AIR VALVE -.
ÌA1286í -. 0100 'IR VALVE AND
.. '
M.N. BRANCH IN PIT REFER SHEET 18 \\
90° BEND \ IE9183.025 L \ 5121S
0300 SCOUR IN PIT RE ER SHET 19
_P 2257 E9055967 N2297.756
lt ;DANGER - u E, ECTRICITY CABLES
_J7.3 -
2600 SLUICE VALVE
(INSULATED)
t71
- 0150 COUR IN PIT SHEET 19
0° BEND
201.411 I
2384.186 I
H 25.173
N2372.1071
RP A_ CH 2.960 `
i
E9204.237 !
N2386.0421 _ ; 1 \ .
CP 9950 a n 1 o36a C)
-9aN158 SWA91A
BERNOULLI 12258-1" sFt áA °' , A
f= aa },ea a - aa - =aa _,a j-..J` sn-"if 5 5
90 SEND `--0470 M.H. BRANCH
E9060118 (W9ided Type)
N2287.939 CH 3233.192
18H 27
30a SELOW A.H. DATUM
1DEPTH TO PIPE INVERT
!INVERT OF PIPE
1
SURFACE LEVEL
PIPE CHAINAGE I
PLAN
21670 MILD STEEL CEMENT LINED PIP `(ME IUM DENSITY FUSION BONDED. POLYETHYLENE
STREET
î
W (L ..
t
A df'J9951 I 923A`116 -?- u : i :9: 126 rma9s25
-s29r m- 1
( ` `I 9.290. A4GN.
LINE ANCHOR ( ¡¡ R1
o
REFER SHEET 17 c)a
1 áj! lit t CH 33 7.024 / I 1 01.200 BUTTERFLY VALVE- 3
IN PIT (INSULATED) ! ! °¡; t C1. TEST POINT N.8 I
I DANGER - - r
1...73.22)-11 062 ' IELECTRICI'TY CABLES tr
AiTti) r
.n,
RPJ.,
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING SOCKETS FACING
ARC.I{IMEDES STREET
17
?1 J!
W1
jm ÓC e - ÿ j T z Q Law <
;.47.(5-4
:J h z ï w
3 <- WCC
ohn3 'O ' ,Ia9 ooioo ;
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u)HO Zó L-= i ááá. D°.a.,m3t; \\ 4//j///
I
ir ` 77
\I!`//
BERNOULLI STREET
3 3 3 3 N. 292 73 N . 29,
Q4
Mf
Ei ñ ái á
dl :I rn
,1
íI
öI
S L S MLTM '
0300 FL 9. ' ONGI
SC SRArCl S 1 S 1
9, ?95 N . ?951 9 3 i S.v. 300 TO v. 306
;I X!
1062 5 --
Ei9----iki OÓ4 ." N - -JZ C'IWZ -.wÌ
<ó ' wACCitg>1< " á E K m <- :v=otio7á J y áCD w o °2_r.W,rOIO rZ..
DOC-dV2.N-r11W O.. a °
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-+.5\ ..- ' h ` .
----- -; IT i
-OF' C_ONT! RAC`T
f
i
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!.
ENiS
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I/ :N
FuTURE I 1
1
_ u
i 1 l'i ' :
1113!' I ( TIN0L5 VO
aM N AL VOl -
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(
! ! I -
xI 1 1
1
Si 1
LONGITUDINAL, SECTION CH. 3173.917 -
SCALES HORIZONTAL 1300. - /ERTICAL `_.c
_ '';. - - . _ ---_- -- - -
5 S 5 10 15 20 25
SCALE OF METRES
1'500
r.
,}a==a=: STORNMATER
ELECTRI:: T'I
SAN SEWER
GAS
WATER
R P A_ REAL PROPERTY ALIGNMENT
99oc - SURVEY CONTROL ?OINT 4900
8H 10 BOREHOLE No. 10
LEGEND
0600 MSCL PIPE 1 (MOFBP COATED) 1
SOCKETS '
FACING I
¡¡ IMPSSED CIBiRENT
ICATHODIC PROTECTION'
! BERNOULLI. ARCHERFIELD STREET i !ROAD
!
1063
< Wÿ
WM'
CWZ<-?UVW?CC q-AC O. ZC <CO <q' . ,5L7u;G`t
C]k.Ont LC .O
ZC16 CN >_0101 Wd3wä0 zVi., <m C at m O"W --<m<! OOOJOO
W <= ñJ JIA:pOOOOJlDOOlÿo V Jj.Z `. eJla...0.0.00...rc;\1o 0'< <ZUPLNÓmmmmmL)mm,m(\I
j \\
\ j
i\ \\\ l ' ! Ì 11 // . / \\ilii It rrrn
N'A r L _. , 1
LIMIT OF CONTRACT `'!! 1
(INCLUDES DEAOPLATE) I
. '2.. TN._ SOL:c3
O VAOPLAT-
. . 35T c
30. BELOW
¡ I I ...oat 3Y ; I(
IPR^IC3AL7
3 1 S 20 I I SEND . . 35S
5 1 = V 355A I REM. 3, .4,352
!I 11
;t
a 1 P 90. -- aEAPi N. 351 1 I(
!, 1
!
3500 VALVE P57
COUPLING ..th 3150 L BYPASS 9RAN01 N. 353
>1>
11
9RANCH Se
ssi;A
INVERT OF PIPE
P1_1
7.71,71 gi
á
'3URFACE LEVEL 11 (w a
PIPE CHAINAGE °1
aÑ ' ;1-717'. Ì ;
a,¡
: ^
LINE LONGITUDINAL SECTION
CH. 0.000 - 28.5S4 SGLES HORIZONTAL .1500
VERTICAL :600
-IS SP 5.-1 aNAL
A 7E:VIRE+E.vTS : -
_tin TRACT i:. yQAL_ VE07 'éNSISVS Ot -
Ps(:7 T
_C.vSTRLKTTCx 3.ìA7(.3: 5i-.. ,O: aE
.3 ANY OTSCRE A..C, rA c :_ _ >REC 7
^ .w ;ras ¡ - := _ >.: _ _ -_L_
SUPERINTENDENT.
Ga 2.,1E CONTRAC -.:3 5 ^. _ :AA>;F -I.MSELF -A1T CONVERSANT 'LTA ALL £xI3Turc SERVICES MAO STRUCTURES -MIN NO
ADJACENT T_ THE SITE OF THE WORK
AI1D 3HAll SE, PESF0NS /aLE >0R ANY
3AMAGE Ö ti>ï3 S v;cES AND
STRUCTURES __.` D '+_ _cuP!E o= Tr<E-
DONTRAC..
07 ALL WORE SMALL 3E CARRIED OUT IN
COMPLIMICF 0ITH TOE OUEEN5I..D EMPLACE j.TH aNC SAF<'r CT.
REO.LA110NS AAE3 -3u13a iNES.
Ga Roo :ETAS : 30RENOLE "ZS REFER
00 NAON
" '75P457
T
CONTAINED _ 0100C-
59 FOR ALL VALVES S ITS. FOR ALL >TTS. SCOUR PITS. S. AIR
VALVE S. PLED ?7.73. SNA[1 3E SUPPLIED _Y ^tE ?R..YCIPAL.
P1 INSULATED SOLT SETS A.oO GASKETS
SHALL BE INSTALLED ONO 1E51E0 FOR ELECTRICAL INSULATION CN ALL
FLANGED QRAIOES INCLUDING RETICULATION
_CNNECTIONS. SCOURS AND AIR VALVE..
P2 UNLESS OTMERNI5$ INDICATED ANCHOR
BLOCKS Wu. SE JinEINFORCED.
PS EXTERNAL COATINGS ARE NOT 10 SE
REMOVED W'EN RIPEWORX FITTINGS .RE SIRROUIOED OR COVERED IN CONCRETE.
P. NO RONFUWCENENT :5 TO 6E WELDED 10 OR MASS CONTACT .ITN THE PIPEWORX.
05 -- 5CC5 'EDN. A113 EL EC. SERVtCES
BRAWN TO SE CONTACTED MICR 0
SAC LLING AREAS -.THERE CATH00._ PROTECTION 753 at3INTS OR OTHER
FA=-TES Aos T0 SE INSTALLED.
Tp¢s :.vc TREES ' _ SE -ENOVED 41T:if¡T'
TFE APPROVAL r THE wPERINretoE.r.
{
MAN CONSTRUCTION DETAILS
;oATE
DATE ::-^AN.ENCED
S:GNATURE
.[-a'?.AABOB.T.SS.E TOvssE Fai IMW9
A)raINDAENI a ISSUE RE66713i
Ì Iy..iA[Tjì
CATE
jGCt ff?LA/.Ai.04
1
¡CATE
CPx,m '.stT4..rt !T18.R.R IS &-to,
^1a. i..Tl IA.tñ _ au. CM;CPB7ATOVwS asann+
:An iCATE ;OAE
wJ eAa.*i`pf `6.> r.. . (3
f/. aaVm1 3.D.3. : , AÍ1i .
TRAÇzoI
1°.KC AS. DATUM
I ' R095
M.Gy 10EC9A ( PELa T97./6
i SRVEYB 130551-1-
CACO RF MO .017092
;7)705/51285)
MME CITY =NM OIPARTME'R QF WATE APPLY fl SEINERAGE FL/WKi S CFll39 Bi1NOI
"KLECT MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN AMP T ICATION flL WACOL TO OXLEY SECTION 1
1570 DIA. -MSCL WATER MAIN
PLAN AND LONGITUDINAL SECTION
SCMP As 5H0WI1 IM 12 OF 20 99EE123
(SiAW9U
486/4/6-W7092P AA/1313
0
. . . .; .._.zá-...lo--,..c'.3S" ''à0-_ 7ó- có 1áo :20 '1]0 34-A0
- - .slyar _. _ . ti .:s.A. ,.. á
q`Q i J '-Y :.. . w J !
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Electrical Mechanical Water Meters 5 Bunya Street Eagle Farm Q 4009
Ph. (07) 3403 1849 Fx. (07) 3403 1898
Brisbane Water Engineering Services
OPERATING MANUAL FOR:
WACOL TO OXLEY
20 September 1996
TRUNK MAINS
Section 1
CATHODIC PROTECTION SYSTEM
CLIENT:
BRISBANE WATER. WATER MAINTENANCE SECTION.
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(1.0) Introduction (2.0) Corrosion and Cathodic Protection (3.0) Mains Details (4.0) Cathodic Protection (4.1) Type of System (4.2) Rectifier (4.3) Cathode (4.4) Anodes (4.5) Test Points (4.6) Associated Drawings (4.7) Associated Standards (4.8) Government Regulations (5.0) Peformed Testing (6.0) Conclusion (7.0) Maintenance
DRAWINGS
486/6/25- AA1C0021E
(No Number)
486/4/6- W7080GD TO 486/4/6- W7101RC
e
Standard Rectifier Wiring Diagram
Monthly Maintenance Program
Logan City Trunk Main Amplification
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-(1.0) INTRODUCTION
Steel when immersed or covered in water has a tendency to corrode (or rust) as the oxidized form is more stable than the metal.
Because of this, precaution must be taken to stop or minimize the corrosion reaction to an acceptable level consistent with the design life of the structure. This is normally achieved by the use of protective coatings which control the corrosion reaction by isolating the steel from its surrounding environment.
However, it is not practical to achieve a perfect coating and coating damage will always occur with time. Because of this, corrosion may occur at imperfections in the paint coating, causing further deterioration in the coating as well as loss of metal.
As a result of this, the coating defects must be rectified by periodic maintenance or an additional method of protection used to prevent this deterioration and corrosion occurring. This additional protection is achieved by the cathodic protection system.
(2.0) CORROSION AND CATHODIC PROTECTION
Corrosion is an electrochemical process in that it is accompanied by a flow of electrical current.
Corrosion occurs on the surface of metals at active areas known as anodes, which are electrically continuous with less active or passive areas known as cathodes. The electric current flows from the anode through the electrolyte to the cathode, with the circuit being completed by the electrical continuity between the cathode and anode. In practice anodes and cathodes are generally part of the same metallic surface and individual anodic areas may be small.
In applying cathodic protection and external current is applied to the surface so that the entire surface to be protected acts as a cathode. This involves the use of an auxiliary anode and when the current flow from this anode is sufficient, no part of the structure acts as an anode.
An external source of direct current such as a transformer rectifier is used in conjunction with an anode consisting of material with a very slow corrosion rate.
While it is the flow of current which achieves the cathodic protection of the surface it is impractical to measure these currents over individual anodic areas to determine when cathodic protection has been achieved. However, with the flow of cathodic protection current, the structure becomes more negative with respect to the surrounding electrolyte. Because of this, it is possible to state values of metal /electrolyte potential at which corrosion does not occur. This metal /electrolyte potential is generally measured against a standard reference electrode which allows a reproducible potential at which corrosion does not occur to be quoted.
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(3.0) MAINS DETAILS
Size:
Note
Coating:
Length:
Location:
Construction. Drawings:
Existing 600 and new 1670 Dia mild steel cement lined.
The new main is protected in parallel with Ducie st system and is
controlled from the rectifier in Ducie st.
Tar Epoxy. /Fusion bonded polyethelene
Appox 3.28 Km.
Wacol Station rd to Bernoulli st Valve (A1277) 300M along Wolston rd (unformed)to (Valve A1292). Bernoulli st 10M from Archerfield rd
486/4/6-W7080GD 486/4/6-W7101RC DUCIE St. C.P. System
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(4.0) CATHODIC PROTECTION DETAILS
(4.1) Type of Cathodic Protection: Impressed Current.
(4.2) Rectifier: Standard 25 Volt, 25 amp direct current output enclosed in a stainless steel switchboard. Rectifier has a 240V supply from Ducie st Electricity pole .
The rectifier is located in Ducie st. In the park.
(4.3) Cathode: The cathode point is located on the 600 Dia mains, 2M in front of the rectifier and on the 1670 Dia mains directly to the rear of the rectifier across the park next to Ebrington st. The cathode point is where the cabling from the rectifier is attached to the structure under cathodic protection.
(4.4) Anodes: Two 1500 x 75mm silicone iron anodes were installed approximately 200 metres from the rectifier in the center of the park in a vertical bed.The anodes were firstly packaged with cokebreeze thereby improving anode - ground resistance. The anodes are identified by a marker label fixed to the distribution pit lid.
(4.5) Test Points: Test points are installed on cathodically protected structures to enable testing to ensure full protection of the mains. On these mains eight test points have been installed and their locations can be identified from the layout drawing.
(4.6)
(4.7)
Associated Drawings: Cathodic Protection Details - 2/14.213 Cathodic Protection Test Point Details - 2/14.199 Standard Rectifier Wiring Diagram - 486/6/25=AA1C0021E Standard Vertical Groundbed Details - 486/6/25-AA1C0024E
Associated Standards: AS 3000 1986 Australia Wiring Rules AS 2832.1 1985 Pipes, Cables, Ducts, Guide to Cathodic Protection,
Part One.
(4.8) Government Regulations: Queensland Electricity Acts and Regulations.
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(5.0) PERFORMED TESTING
(1) Natural Potential Survey.
(2) Testing of Insulated Flanges, Joints.
(3) Soil Resistance Testing.
(4) Current Drain Survey.
(5) Pipe Coating Anomaly Survey.
(6) Rectifier Loop Resistance.
(7) Foreign Structure Interference Survey and Mitigation.
(8) Final Potential Survey and Commissioning.
(6.0) CONCLUSION
Full Cathodic protection has been achieved on this section of trunk mains. The cathodic protection system is registered with the Queensland Electricity Commission and has approval to operate.
(7.0) MAINTENANCE
The cathodic protection system is maintained on a monthly basis after commissioning. These checks involve testing rectifier operation and recording of pipe to soil potentials.
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20 th September 1996. Electrical Engineering Unit. Cathodic Protection
CPS Monthly Maintenance Details.
Required:
1/ Notify plant operator and/or sign entry logs where necessary. 2/ Have appropriate keying.
Labour:
One tradesperson, one vehicle. 20 minutes per site.
Procedure:
1/ Identify installation. 2/ Check system for operation. 3/ Record voltmeter. 4/ Record ammeter. 5/ Comments. 6/ Log entry.
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20 th September 1996 Electrical Engineering Unit. Cathodic Protection
CPS 6 Monthly Maintenance Details.
Required:
1/ Notify plant operator and/or sign entry logs where necessary. 2/ Have appropriate keying. 3/ Set of tools. (Electricians) 4/ Multimeter. 5/ DC clampmeter. 6/ Copper sulphate reference cell and leads. 7/ Cleaning equipment. 8/ Gatic cover lifters.
Labour:
One tradesperson electrical, one laborer, one vehicle. Two hours per site.
Procedure:
1/ Identify system. 2/ Check system for operation. 3/ Record voltmeter. 4/ Record ammeter. 5/ Record "on" potentials for all test points. 6/ Record "instant off" potentials for all test points. 7/ Record "off" potentials for all test points. 8/ Perform loop resistance and record. 9/ Check and record anode string currents. 10/ Comments. 11/ Log entry.
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20 th September 1996 Electrical Engineering Unit. Cathodic Protection
CPS 60 Monthly Maintenance Details.
Required:
1/ Notify plant operator and/or sign entry logs where necessary. 2/ Have appropriate keying. 3/ Set of tools. (Electricians) 4/ Multimeter. 5/ DC clampmeter. 6/ Copper sulphate reference cell and leads. 7/ Cleaning equipment. 8/ Gatic cover lifters. 9/ Rectifier load bank. 10/ PCS2000 Detection Equipment.
Labour:
One tradesperson electrical, one laborer, one vehicle. Eight hours per site.
Procedure:
1/ Identify system. 2/ Check system for operation. 3/ Record voltmeter. 4/ Record ammeter. 5/ Record "on" potentials for all test points. 6/ Record "instant off" potentials for all test points. 7/ Record "off" potentials for all test points. 8/ Perform loop resistance and record. 9/ Check and record anode string currents. 10/ Load test rectifier for 10 minutes. 11/ Check all switchboard and testpoint terminals for tightness. 12/ Check all switchboard and testpoints are labelled and I.D. tags attached. 13/ Check plans are correctly drawn and modify if necessary. 14/ Remove and inspect anodes. 15/ Recheck all interference (CPS) bleeds. 16/ Pipecamp structure if applicable. 17/ Apply for "continue to operate" permit if applicable.
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Brisbane Water Engineering Services CP Form No. 23
Electrical Engineering Unit
Cathodic Protection System Potential Recording Form
Project Date
-500
-1000
-1500
-2000
Test Point number
Distances to T.P.
Potentials to CuSO4 Resistivities at 2 metres Natural Off On
(metres) (mV) (mV) (mV) (ohm.metres) 1 0 -783 -824 -936 6.5 2 500 -842 -857 -931 9.98 3 1150 -818 -831 -936 13.91 4 1550 -823 -833 -936 12.61 5 1980 -832 -828 -946 9.1 6 2600 -889 -890 -1049 13 7 2960 -866 -870 -1014 65 8 3280 -888 -891 -1004 52 9
10 11
12 13 14
Graph of potentials and resistivity vs pipelength
A
o
500.
- 400
300
- 200
- 100
500 1150 1550 1980
Distance (metres) 2600
Natural Off .A On B -850mV Resistivity
Rectifier located at OM.
2960
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection System Loop Resistance
Ph. 34031838 Fx. 34031839 5 Bunya Street
Eagle Farm Q 4009
Date: 20 September 1996 Cathodic Protection System: Wacol to Oxley section 1
System Operating Volts: 7.9 System Operating amps 6
12
10
Test Voltage: Test Current: (volts) (amps)
4 g
g
10 ,+ ` ° .`°' ''`°
1 .5 3.4 5.1 6.9 8.6
.;'_á ;;,:; ,<
0: °
Loop Resistance (ohms)
1.142857
Graph of System voltage vs current.
2 4
Current (amps) 6 8 10
09/20/96 LOPWAOXI . WK4
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services CP Form No.26
Electrical Engineering Unit
Cathodic Protection System General information Form
Project.Waco/ fd Oxlecl,,,,,SecT / Date 30 -7 -9ó
-- LOCATION OF RECTIFIER
NUMBER & STREET NAME:
SUBURB:
POSTCODE:
UBD MAP REFERENCE:
SYSTEM INFORMATION:
INSTALLATION PROTECTED:
DIAMETER of MAIN in mm:
LENGTH of MAIN in metres:
COATING on MAIN:
PRODUCT CARRIED:
YEAR MAIN INSTALLED:
INSTALLATION EXTREMITIES:
CPS NUMBER:
DATE C.P. COMMISSIONED:
DRAWING NUMBER:
H.V. LINE CROSSINGS:
FOREIGN STRUCTURES in AREA:
S/fRED kv /.74 ó00 T/yl.
D u c A7 Pi{ o,0,0 $rQfi eae
- -Z7 C?
4 07 cq7 R?'4
1670
-ed/1/:y
10 00 .1).f yr S [. r'J S! o n O a/iG'
Fre54 1A/ a 71-e-i"
From `4 Vt/aco/574h Ìof 1/1/at / 1 7 E 1s
// To 8erhou//e s7` rcyef/1/ei:41/
GJ-
a s'
7 fi'. // L? :
t'"(eCU r S r- Cl Ly! .
COMPILED BY
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.11
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Brisbane Water Engineering Services CP Form No. 22
Electrical Engineering Unit
Insulated Bolt Details Form
Project `Na ̀ ° / 11-0
Valve No. P S I 670 P'p e
Date 3a -7 -96 M So T So C 3
Diameter of Bolt
3 Z
Diameter of Flange Hole 3 5
No. of Bolts per Flange
3 Z
Total No. b Bolts
it Total No.
Mylar Washers z o
M = Thickness of Mild Steel Flange T = Thickness of Valve Flange C = Length of Sleeving or Coating
CHECKED BY
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Brisbane Water Engineering Services CP Form No. 22
Electrical Engineering Unit
Insulated Bolt Details Form
C
Project vi/ac' / 71-o dxl
Valve No. T1, ¡ '
Arz77
Date -7 - El M 5c7ì .4,
T 5'0 »i'1 C 3n, ß+
Diameter of Bolt 3,Z h1-
Diameter of Flange Hole 3 M
No. of Bolts per Flange
Z h4"1
Total No. 4. Bolts
Total No. / -2.0 Mylar Washers
M = Thickness of Mild Steel Flange T = Thickness of Valve Flange C = Length of Sleeving or Coating
CHECKED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Vilorco/ / O l s$eo1 Unit Reading 7' 2 V A Date 28 -8 -76
Reading Test Point I. D.
Location Swing
On -525 P I I I 1 4 E i ;,., a /a 4. s* Off - SI l
. . -/4 On -574 Wdtoi- o / k
Off -5.2 / /Yt ̀ fer -I- 7
On -5 32 h9 F A/ il
Off --52 2 Pole 2$2D 3 - !O
On -55Z Pehc.e .5 e. e_ó Sub 514 Off -54 3 / M l.y, a l a y a. .st - 9
On -`-6 7 Fe il ce ,,. ,,. (I
Off -565 Z - z
On -lé- ß/ vc/ai".r ttisma/ay. sr l
Off -1492 11eeer
On -44 z Fe» ce 9 /7 N . Off 44 5 + 3
On -.4-6 S Fe- el c i., 14
Off -455 -- /O
On -s-.Z4 FeHC.e 24 Eb-ering7z-bn Off -SUI - 3
On 570 v(haér w cf
Off -552 N/-er - IR
On --S 3 7 tic/a-le c,
Off /vider 2 C On - ---j .Z 6 ke/a7ler
Matée t i
-1- / Off -SZ 7 On -5',,7rr q wadzfr. Off --s 7 Me/-er l - 11 - / 2
On ---5-7 q F 1-1 ... 11 -)- l Off - 5--go On
Off
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project VWaco( /o Ode-% Sed/ Unit Reading 7 -f No //s Lt4m/-'Date 26 -9 -7
Reading Test Point I. D.
Location Swing
On -2g3 Ret1c Va /ve
Cxr Sfrat%i e.dek E6/. / a g fe h ,- 6
Off -.2 eg
On -/ D 7 14/Sek /'Nedtr
it 4, 00 Off -/e7 On -474 Wa.fer
Me-74e..).
C.+ r Sfra71 e der l Swtcl 0
Off -474 On - /4,24, F /4 u 1, _I Off 423 On - 6.z 6 na 54/ ,. . y
Pole 3 7 S g / 4- I Off _ 6z 7
On -22Z Re-71.-t c
Va /e Cyr. 'Sfra ,q eu/Er+
i i-1g 71on - I Off `" 22./
On -/$5 vclafer. Me-er 9 5 fra7/`i ee rr -3
Off -lSZ On -!V/ FN E ór/Hg foh
40 /4 2 --i- / Off -- / es- On -1 o 3 Waer
Mefer 4° i , + 5
Off -log On -559 Fence
i,(.. 0/3 8 el - 4. Off -5-54 On - 64 o MEN pPP-4 D `'
po /t 6 ,Z/,4. / --,Z / Off - 61 9
on - .. be, 9 K/cder A/J e-><er 3 6 u -3 9 Off -S 7o
On --lf Sd F H 3z u -2 Off -4s4 On
Off
On
Off
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project N/a cal 712) ad f -Fe e-141. Unit Reading 7" ? v 6 '4 Date 2 7 - $ '2:z
Reading Test Point I. D.
Location Swing
On -6ßS Fence Sacker GrouHd Cor
/psw;A Arole. ,Qúd. -S Off -6 0 ° On -1477 L, 3 4t N W li if o 0 Off .477 Pole- On -4,66- G/ g h 7'
Po% S u L, _2
Off -ßf63 On -4,33 Proper
PO%
-
I.
-- o
Off -433 On -5 1/ L/ 47'
Pti /i SE `` I.
-- S Off _ 5/ On - 3/6 Wc.ier.
PIP do Off -3/6 On -473 I37E/ Arc ierÇi -/d Ra!
A% .Z 3 o85 A 8 ,/g3 - 6 Off -47 q
On
Off
On
Off
On
Off
On
- Off
On - -.
Off
On
- Off
On
Off
On
Off
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection interference Survey Results Form
CP Form No. 27
Project v ict Fo/ Ñ ex/ sfcd l Unit Reading 7-qv 6.4 .... Date 3 ' .:Q..
Reading Test Point I. D.
Location Swing
On --531- Fey7ee T/'artsformer Ma%er
Off -S3/ le e her 4 da// ßo vMr y a
On !cz $ M eN i}rcñerAìld ild. Pole 23 o66
} 9 Off -437 On -49 / F H . +1. Off -492 On -598 m env . Off -599 /a /8 Po/e z 3og7 00
On -1+44 L1g47` B ernovlie St Off -/,Flr.l. Pole 37 2 S37 Pole o o
On -74g LI:347 .,
Off -742 po % 3 7 Z S 3 8 Pole -g On -687 Fe-hice P a O C..../er;hg
+6 Off -653 On - 605 Refe
Va/v e L. - N 00
Off -605 On -51-6 Fence /9-rcA rni ecles and Off -597 Bernovlt'e Sf fl On -55-7 F ta- ,.
Off - 557 ß° On S572 R ef'C Pact-Pie 121-»-)
Off -5-5"3 Va/ve Arc-ht./14 eole5 4-- l
On - -S/S F H it LI
Off -Sl6 +1
On --407 Fi-4»+c Svó /2. Swb Off --4o7 Arc-A t'"-1 c cie5
On -605- Pe-HCe 'Th Psi -41-y /.At're cfr.).
Off -600 /195w1 l4rc4inaedcs - S On
Off
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project ,Waco/ f a C* Se-e-4 i Unit Reading 7" g V b A Date z z g' 2.ó
Reading Test Point I. D.
Location Swing
On --4 SS FXT Hu/ S
park @ cfr,d oF D u cl'e Sfr. -1- 9 Off -4 64.
On -344 Leg Sev¢6 I-P* Touie.r Off - 34 5 ° 7
/AI P a r /( . Aea r//2514,1,-414, - / On - 369 .Leg
tA
Off -367 7/9$ -I On I -353 Leg h 4
Off -352 71 98Qe4 j
-I On I -3 5-6 Leg Off -355 7°7/QeQi
w 4 -I On -A475 Leg Se`r/ 6 1-f T Towe-r
Off -4- CI l67 [n park ne. R...,1 hHe
On -3 S/ L. Pß I,. H _ Off - 3714 7/98 On ^47o Le/ /C7
Off -LE G flex"' II II --L,F
On -43 3 Le-5
RPá k if G Off -4-27 On I -7i4 Rar%ng Ra(.lji..nS 1Croni-- o,C
Off -7i ar..i I se ,t/d, e.,d 4- l
On -30 Ir.gañeN be-we.en Ss,aa// asfg/
Off - 30 Pipe La, Goa,/ Po,sfs o0
On -g 60 . Gnoa1,/ 5/H.al/ Pasfs di'ref
Off 'g 6/ Poí QKa/ LooSt /n Grourf.V f-/ On I-'S Z G-c,-.1/ La,9 e@ NA-6 eri ci.
Off I -Sg'.Z /205 A po On
Off
On
Off
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Vf/acd tÒ Ox1e -e %Fec71/ Unit Reading 749 I/ 6 4.. Date 2 / ' e
Reading Test Point I. D.
Location Swing
On -Sg 3 Ni/acier -74 S fQ / ÒH Rd. -3 Off - 55-0 Mfcr On -503 /Zef/c CHr Har,,c3]foh ogre d.
Off - 6-03 va ive Sfu.1-, o, Rd. Oa
On - !,c 2-4 Wafcr Muer
i O //4 r i.rr s fo., o0 Off . -4-214
On -405 F 14 Zo L. z
Off -403 On -3 Sy V(/aieY ,.
Off -3S-9 MGfer 60
On -7/3 Fk..,« 29/z4- ',
Off -7/4 f- /
On - 4i 6 3 waf-r Mafzr 3 z L.
-4-Sg On -4/ G F H _ I Off -4/5 On -4 8 9 WQ.feh
Off -485 IV D - 3
On -436 F N AL i, Off =4-3 D ° On -3G4 e- waf / Park " Off -3 9 5 Mi-er end oie v vGic Si 4- I
On -8z6 R-nce @ w,,fe.r /Y1 e.-/-e - -/ Off -g,ZS On -435 apower Par./. Off -43 g
J04i,a/ Ea rf4 -F4-
On -4 Z Sr%e / / O` e4 2 1 o c,it
Off `"4. z On -4iieg Tap club house Off 4.-S7 i- g
TESTED BY
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Brisbane Water Engineering Services CP Form No.27
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
Project Wa c o I 74, OX ie Sec'? / Unit Reading 7- 6 A Date o; 13 ó
Reading Test Point I. D.
Location Swing
On -3 84 v/.. fei-
Mer 6 8 l-4 et rr 1.ri gIcen . o
Off -3 84 On - 395 P E/ 6 I+ '' o0 Off -395 On -LEg/ 144 EN
6 tl _g Off -473 7 184-
On -1.4.6o vVa/er c..r Sfi-a714eden o.,9' Off -k5Z. /%?Gler 14arIhg7<oM - 8
On -332 À/(21-,e).' 11-3 Dcicr',e Si ,r3 Off -335 for On - 32 3 F 14 . . 00 Off -323 On -5z B vJa7/ep.
IYI e.7lcr -13
Off - Sb5 On -5/ / Wu7Lr
Ivl e,1e r Z ti _ ó Off - 503 On -4qó p N .L; o0 Off -4-g6 On - l2_4 Fe-nce 2i/g
`r - l Off - /23 On --.4 00 vc/ce/er
A4 Gc r 19
R `/ Do _4 00
On -, Szo .. Fehce /7 On -3q5" ater Gnr 571-a/iòi Rc! Ducie
in-de'. Off --3 q6 On - 520 F 1-f i, c. y
Off - 520 °p On - 627 /_- eitee 6g/7o S7141 Qd_ -I- 3 Off -63o
TESTED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project s co/ 74ó Oxle% Senti Unit Reading 7 ' I V 6 Date I -9 - 6
Reading Test Point I. D.
Location Swing
Ón -639 Fence 85187 Duc/se Si- -6 Off - -63 On vt/a?l-e. g " Off -4.35 Meier On -39 6 M ZN l,
Off -3 9 3 Po/e - 3 On -4:24 \A/a7Ler ,,
Off -,[,c 20 Mefer 9
On -6/6. Fe. nce Cnr Sfrct71ctìrc/Dvcie Off -6/8 no
On -407 t,t/a,teh 9 5- S`tra71Liaìr,c% tn.. Off -4,07 Me4er On --142L-- M M N
Off -4_25- /4 iB oc
On -4.Z7 Va!ve Ck,r 5-ti'af43aìrd and Off -427 RGfr e 1-lcrr/h g /Dr?
o6 - - On -44 2 N/afer 6 gai-,,-,1 o Off --i-4 2 //efer 9 H 60
On _ 5-3 G F t-1 11
ci 00 . Off -s36
On -62ó Fence 8 4 `A +7
Off -433 -- On- -463- vc/ater_ _
k 4 - O O
Off -4 3 Mefcr On - 4t88 Wafc/ 7 6 o oc) Off --4 SS Mk:%r.
On 43 F H " ,,
Off -4-63 o0
On -4 7 3 Fence 7C/74 I, + b Off -47 9
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey -Results Form
CP Form No. 27
Projector COLD 0,c 1e.' Sect 1. Unit Reading 7"Q 1/ 6 A Date / ̀ l ' $ - 96
Reading Test Point L D.
Location Swing
Ón -753 Fchce .2644 Jett/ I.S St t- / Off -7.S4 On -5o7 F H 1 8 if 00 off -30? On - 325 vl/a,fcr If `' -/ Off - 324. Alfef-er
On -363 vJc.ifer. G.nr 119 5' W4o4/Jer.vice Off - 35-1 m ef-cr
- !-Z .
On -333 H ... It &.
Off -333 00
On - 33 2 fri ff" ti ti -t.
Off -318 Pou/er Po% -/4. On -Z,10 vc%.-ier . Park Off -ZZ Ma71e, Jervls S7' -2.
On -SOS A/lEN Duc/è Sf Pole Off -4-77 /3 o 9. Spp/y Re7. Zá On -588 Feh ce D (..)o/c S}- Off -SS7
.5-1
On -5-64, vt/aie. Off -5- 64 `Yl efir
o 0
On -378 rc b1 if
Off -378 -- Oo
On -49L-. v1a71ek
Meier / , ó ' 00
Off -4 86 On -475- F y ,, 00 Off -4-7S -
On -'4 SS Wa,te.- ti 4
Off 4L'5 /z'1 ejer c a
On -6 09' Fze.nce 7 S/7 ` ! 7
Off -41.9.2 9 N
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project 1Na co/ í) Ox ie-ts Sec,/ / Unit Reading -7' 4 V 6 A Date - 9 - 96
Reading Test Point I. D.
Location . Swing
On -3 S-- gr MEN 67 Sf-,-a t-4 a ì rct/ S t Off --355 Power Pole -3 On -4oB MEA/ Cnr Sti,aflinaver st Off -4o3 Str,ii-À a ,- rd Ao /e t cj 3 ó44.. -S On -478 FH 4, '
1
Off -477 On -37C tivi.e. 7 7 Sf-rct-fh n aver Si-
off _37,4 r9 efzr o o
On -2-426 men/ pole 62/ 4 3 `' --/ 3 Off -413 On 7óq Ferro -7/6e/. Siz,,af navenSf ^z Off -767 On -46o F /-71
I,
Off -1,r. 6 0 R 00
On -4 6 2 wcfcr _ , N - _<< __ _
l Off - /L. 6 3 Ailfcr 1-
On -569 IQ el-ì c C-" r J e. P v/ S a n qi
Off -Sb fi Vet/ve Vra-M h 4 ver Sts 0-°
On -366 F H i Off -367 +-/
On -26s wafcr 4.g .iervt's S-f. Off -- 26 z -Ai/etCr ^ 3
On -459' - . . .,, _ 4r
Off -Je-60 ., f 1
on -52-7 Fe-Ji cc 40 /3 6 u ..._ 6 Off -Sz/ -
On - 433 Vtu7ter t,
Off -3qJ Mef.er 36 -4 2.
On -43Z \A/c«,fcr x. g ,,
Off -4 02 Meter
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
SecJ Unit Reading Alles va ° o/ to Ostie-/. Date 28 -8-7
Reading Test Point I Location I. D. 1
Swing
On / -42o si- ,ec/
Pasf Pa r.% SanaHasida Sf 8as4e4. Z3a // Gocirt °° Off - 6zi
On -785 va /ve 0P/P Po% ót3/8 Sa" a n 4 H eala St -Z 80 Off - Sb 5
On -960 hi EM Po /e 6 z 2 ts9, . load/ X. S Ci. r74i, GHdq St 1 Off - go/
On -8y3 /1 Eiv Po /e 6 z2 SS3 Forge 00 Off -893 On --6lfq in Eiv Power Pole Foege cJ
60 Off -64,q On -625 Evrt4
Si-a/CC 1
BMX TR Ack Fo raj e Jose -1-2
Off -627 On -Lf7/ LA/ cde0.
pipe 4 o0
Off 47/ On -6.57 3-c' '15'5
Sfand ..I 00 -
Off -6 S/
On -36/ Eatñg Si-and
u o0 Off -36/ On
Off
On
Off
On
Off
On
Off
On
Off
On
Off
TESTED BY f..,.
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project VÍ/ßco/ 740 Ox /cu Seth Unit Reading bA'les Date 29 _9 ' 944
Reading Test Point 1. D.
Location Swing
Óri - 317, Fe-nce Sa nc.na ticic, st... Oo Off -3 4 Sewerage P/574, On -4-374 $ Tap ,.
.
off - 34- 9 -1-- 1
On -4d 5- m EN R,t 6teafcty Pole Off -- 4/5 6 / 8 43 ceo
On -i.j..6z Pipe Pi.pe A.C- ross Cree-.4 a Off -442 S a v, u.ia. rr d 4 St. 3-sa o0
On -686 %p+ce Cnr MQ.k h44 ¢
Off -6s6 SQ`l4HCaHO:a SY- o0
On -363 H L. 00 Off - 363 Ori --354- w a,f h- 5.--4 S4 n a el ca n olg St Off I -3 S4 r14 e)tcr
bo
On I -4S 4.6 N - © o-- -
Off -4-8Lí On - 65-Z -,1,.e
/ -b N.
Off - bs "° On - 3449 wQfr 24,/i_
Off -3lf9 He-fG,- ßo - On -/z2 WcatGr 32 «
Off ^l2Z 414efcr. o0
On- -265- v/ata.. -.
Off --26 S in cbcr / S " o c.
On -4,.2 I .c,/E/t/ E,ht lpswre% can4Y
Off -44-2. 3 DlA 9. SQ ti a n ç ti oa Po l 32/50 ÷2 On -3$9' 1-7- fiole C..1r /scvlci, a,tW
Off - 390 37i4272 JQrlon44Nda 37/272 4- I
On -4:OS S4/71-Le/ ßv5 S4D/' Off, Off -405 .
lg Sq./4ahav,cla .St- oo
TESTED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services CP Form No. 21
Electrical Engineering Unit
nsulated Joint Testing Details Form
Project Waco/ 1-0 Oxley Sedi Date - 7 - ̀
DESCRIPTION
MAINS DETAILS: LOCATIONS: SIZE: MATERIAL: COATING: VALVE No.
IN GROUND TESTING PIT
Waco/ Si-. Rad F l S u BD r6 70
/Yi S GL /Yl /[>/it clns/y Ft's-1;m fioKC%9! Pe%titllehc
A 1277
1=14N )4_.s./9 s-Ire4m
BOLT TO FLANGE RESISTANCE: > zoo -12.5
NUMBER OF BOLT: 3 2 FLANGE TO FLANGE RESISTANCE: 6 o s. INSULATION CHECKER MODEL 702:
POTENTIAL DIFFERENCE TO REFERENCE CELL:
PROTECTED SIDE: UNPROTECTED SIDE:
ABOVE TESTING
-/3 87 ---- 134.3
T-o $04 Ce// ro s 0.4 cet/
BOLT TO FLANGE RESISTANCE: NUMBER OF BOLTS: FLANGE TO FLANGE RESISTANCE:
COMMENTS I LOCATION DRAWING Derail A
TESTED BY
Revision 09/28/95
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Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Jaco/ +0 Ox le%
T P Location ì 1/o /s74on Rd
Mains Size / d 7 O MSC
Secf I Date 3 o - 7- 7ag
TP No. /
T P Type ...a t
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) 0 -o/ ZINC REFERENCE TO PIPE +1 S / CuSo4 REFERENCE TO PIPE - 7a- ZINC TO CuSo4 - I I .2, O
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING S
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
WWI S s-1`em
RESISTIVITY 6.5 ohm m4r
RESISTIVITY
RESISTIVITY
Ducie Si- 600 mscl PO
° ..8r/Shone V1/c¢fer Syserr, TPskar c1. Q_ /_a va wo/sfcn Rd Un rorme d
0 l670 msc.L Pe'pe
Zn n8F zi, ReF
connecteoNINSTALLED BY /-7
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 97 of 161
Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project W4 co/ % Oxle. Sect /
T P Location WW-57% n Rd !g 7 J l 5" -- - - . . . -- - ---- - --
Mains Size /670 m s c L
Date 30 -7--7é
T P No.
T P Type
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
Oo/ 4- O -- 8 -4-2- - 10 464.
EARTH TESTING TEST NO. 1
PIN SPACING a- RESISTIVITY 9 S ohm /rib- MEGGER READING -7 6
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3 PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
G1
Scour
RESISTIVITY
RESISTIVITY
vA/o 15I-0 h Rd Un Fo rm ed ¡Cqfhocle on `rpe
Zh R F
!5-04 O TP
INSTALLED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 98 of 161
Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project 1t/c/ col 71-0 Oxle( Seri / T P Location WP /StQa RW / 97 rrn 16
Mains Size < ó 7 0 m$ cL
Date 3 O -7 -?C
T P No.
T P Type
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) p o / ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3 PIN SPACING MEGGER READING -
A.-
!07
COMMENTS / LOCATION DRAWING
RPL
Wo/sfoh Rd uhPor/reed
-8/8 - 1 163
RESISTIVITY /4 ohm m7--
RESISTIVITY
RESISTIVITY
TP O
lb/
Zn
AV
.L
INSTALLED BY oq
Pipe
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 99 of 161
Brisbane Water Engineering Services
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
CP Form No.18
Project WacoI it) Ox) Serf / Date ... 3 0 - 7 -`16
T P Location Sanari a "da sf 197 N 16 T P No.
Mains Size " 6 7 o m SCL T P Type
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING . MEGGER READING Q 7
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
RESISTIVITY
RESISTIVITY
RESISTIVITY
/2- ó ohm tnfr,
Gonc.rcfc Cp$$/oN
INSTALLED BY
MIIMEMMEW
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 100 of 161
Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Waco! fo 0465 Sec f
T P Location Cent" qlle/ f,lw /78 Q /16
Mains Size / 7 0 /rl SCL
Date 30 -7 --(714
TP No.
T P Type Q tSi/vet ;de oti Sf-e-e/ C4ssioh
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING
7
COMMENTS / LOCATION DRAWING
Pc i-
Fence
o o/ f33 6 -832 - /1bq
RESISTIVITY 9 °/ ohm Inefer
RESISTIVITY
RESISTIVITY
CaaSS/On
Ceni-en qrcf ffwc
INSTALLED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 101 of 161
Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Waco/ To O,clev Sec+ /
T P Location bvcie St t g 7 16
Mains Size ¡ 670 MscL
Date -RP-7 - ?4 TPNo.
T P Type Co upon
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO, 1
PIN SPACING MEGGER READING
-3 --33
-1 °49 -1 0 1Z
2 n, RESISTIVITY /3 oh,,, rntr
TEST NO 2 tn PIN SPACING RESISTIVITY MEGGER READING ái
b TEST NO 3 - PIN SPACING RESISTIVITY MEGGER READING - -
COMMENTS / LOCATION DRAWING Eórington St
Caf/lode Connecfion 6/47omscL +SPapYCPit
I op o Anodes I
Ì S/opin3 gank I i
I
I
r S/opi ns Bank t ICU CCJ
/ it r I gEl' b c o vpon y-Zn Ref 6o o msc/pPe
Dvcie St INSTALLED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 102 of 161
Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Waco/ to Oxle Sect/ Date 3 0 -7 -9ó
T P Location . / m ede,s /.4? T P No. 7 -- - --.. -- - --- -- - - -
Mains Size 670 A'I T P Type B
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) O 01 ZINC REFERENCE TO PIPE -t- 2.56 CuSo4 REFERENCE TO PIPE -g 6 ZINC TO CuSo4 - / / 2_2
E ARTH TESTING TEST NO. 1
PIN SPACING o2 RESISTIVITY 65 oLM nifr MEGGER READING 5
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING -
COMMENTS I LOCATION DRAWING
//o swícl, Side Rd
Pen ce TPO
%JSwic c/ïvaed Rc1.
RESISTIVITY
RESISTIVITY
/ S.vi
Coss fon 7-c,nneled uncler Rd
INSTALLED BY
Revision. 09 /28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 103 of 161
Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Waco/ 7$ Q.x.j44 $col f T P Location Bernoulli Sf /98 819
Mains Size / 670 MSCL
Date a 0 -7 -91 TPNo
T P Type
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING 09. MEGGER READING 9
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3 PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
oS ú14-o -77 4
_ 944
RESISTIVITY /04 oAim mtr
Zn
RESISTIVITY
RESISTIVITY
Bernoulli sf
.c ode
Ca11,0c,(e/
valvB n,y
E x E l
.
i sol,f,óM G . bn/ valva Y - -- X - "L '_
C «rh orle 4 00 fp-e.
Ref-
1 70 Pipe -74 9-2
C a%hocle
RPL c rP
INSTALLED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 104 of 161
.0Rx 3r 4R3TC7AL
,EnSTING ass:: ASO. 1.11.,9ESEANt RtvER To
0AIN TO SE OESTATERED sr The PRDCIPAL RRICR TO r.E REACT..
3OLTE.- =m:21.Arr rItte .137i,o 'ape /ALTE
11P PP32. 532..LL 3
NEIsts.333 .
7
441
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'\
4- , \ ... ',
LOA/ °! \ v.'s-94w
21*
i
;
1E6543.3661 .N2832-524 ;- CH. 180.143
-9300 SCOUR PIT REFER SHEET 19
.
eloo A.14: AM3 KM. r---aRANCW1N-Prf
.Rpr-- 4_,SHMT :18- i 4
E6365.225 N2833_163
OR DETAILS OF EXISTZ46--; CH. 0.000 PIPET/Calx REFER ORANL.-6 . sae,f..46-N704.2P 1.4oRc sr asoNcORAL 1110.170 0EAOPLA1E TO Be R9401ra) ST 71.1E 10RDSCII.AL as OATS NOTICE REOUIRECD ANO ;RELOCATED TO 01260 ALYE AT EERNouLLE STRET. =NU= Wt. mane s;41714 - ,OARRA SuPERINTENCENT - PIA.3/551154).
S=.1 CONTRACTOR TO VISURE MAT THE 'Boa L 12013 /AL./ES T SERNOUUI STREET ARE UT PLACE FROM TO 71E AdOVE sORK =0,0ENCON3.
0.-=.,w7) STORM WA TER
e ELECTRICITY
SAN SEWER
TELECOM
GAS
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hx_ c;. 9900 SURV EY CONTROL --
POINT 9900 el'? 2.0 TEST ?T.,- Lo
PLAN SCALE 1 t 5015
- Id
LEGEND
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IMPRESSED CURRENT CATHODIC PROTECTION
SCCKETS FACING
wOLSTON nap (UNFORMED)
SOCKETS FACING
1E0684.413 1N2746.957 CM. 343.574
SOCKETS FACING
LIMIT 0F z.,INTaexT
;
x4.1 WORK 3, oRINCIP._ 1 29.1
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- To 3E INSTAu_SO ar PRINCIPAL,
t , ,
3C. BELOW A.1-1. 0,1.TUM i 1 I
DEPTH TO PIPE INVERTiti Ali I
INVERT: OF PTP=
SURFACE LEVEL
=I 1
; 1
5'1 451
:11
1
u.1= sc.) c 1.4 -c >r
co a.
I
c
Irc
MO LTA =-
-05
1
591 1...9 I
S L 5 151TH
a300 FL SOMA 3R5r.01 4..13
i L
I
1
H
I
1 4; g:
iIIi
EXISTING SURFACE LEVEL-\\ PROPOSED 7,0A0 LEVEL--\\
N \\
=.1
-1,
1
14 3.114
-1 1 1.'1 Case. L
1 '!"1" I
gi I
; Z1 1
akci : 1:1I1 g,
a 4 1 1
1 1 1 =11
gi 21
01 /1
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1 1
oiO4. o1' 0...9 .11
1 1
7! '
, 3 S S ott.22 .1:-33
!
;
g: =1
sil
-3 1
PrPE CHAINAGE. .44
741 T41
LONGITUDINAL SECTION
CH. 0.000 - 343.574 SCALES ,GCNN"" i4a2
S 1.0 30 S.0 7 0 90 '00
NOTES
4ITA ..0'2RAwfoSS.
±L'A 4N3 .rs 9ECt.1:25,e:11.7 7.= "1- 370.0.1O5 "TRAL:A .0 =3E5 t.:3 11.5 RE-EvANT 31.:-LOG AunicRIT-.
7-AS =4TRAcTC2 :PE93roms ST,E 'RIP
7.1AWING3 ,47 3e MALEC.
0.7 3OCRER,T, CE 0EFEFE: suPERipIENCair 3E7525
9...;DLIG 1411RIC.
3E ,to 5u53T7TuTE mLITE.R. !ALI 54 ,TD,GL7 AosmovAL
SUP-nINTENOENT.
GA NE CONTRACTOR 5NALL 0E 4.Bal R.S.L7 =,,VERSART 1.4119 ESISTING SaTIMS IXTI.STRM3 w(77til. 50.N -
3E rE3.4.tszsur. FOR .143 05.5M ., 7,1SE SERVICES 0.0
;wpm Da =au 01:1171W:3
07 ALL 5ORK SbAL.4 3E TARRIED .7.if Is. =Wt.:ARM -ITN TIE ariENSLANO AoRKPLACE AEAL14 Am3 sarrf LCT. LELBLLETONS LPL3 0.1100LDLES.
GO FOR DETAILS Y 3E LI333 REFER To NE GEOTECNNICAL REPORT CONTAINED Os NE =MAC 000.0ENTATICN.
69 NANACLE COvER3 A.443 SPINCLE COMS 'OR ALL vALVE PETS. Saluit PETS. ADS VALve PETS. BOLTED 50.30LS PITS. osALL 3E aft.= By THE P5tp0Ip4_
..0r" Pr: 254.3.ATED UTS-ANO GASKETS
SNALL BE .542-1AU-L. =TED FOR ELECTRICAL INSULATION ON ALL FLANMIII 8RAO5 INO.LCame, Per.--..LArTot : 344ci0oLs. scowls two A v.ovE.S.
P2 5LLLEB3 011910513E 030/CATED .04R BLOCKS SHALL 3E uNREINFORCED.
P3 wow, =mats IRE NOT TO 3E 9E343Vo .1.5_9 .EPSWORC PETTEN6. +5 SLOUICCMOED 55 =FRED EN CONCRETE .
E. NO REINFORCERF_T 1.3 TO SE AELCED otAcE CONTACT WED, 71 PEPSWORX.
PS NE NCI .ecp. L.0 .7t_Ec. SERVICES 3111.L.04 TO 5- 02ELTLele3 001(91 70 3ACKFILLING %VAS 50615 CATWOOIC 1gOTECT.703. :'!ST POINTS OR OT4.-.9
L'S TO SE INSTALLEO.
21 71 NG meez34,...... 3E LEN0vE0 .rnB3BT
714E APPROVAL TFE SUPELRD.TiNOEN.
Tv* ' .2,441
11.4AIN CCNS7RUCTION CETAILS1 CATE 105r0
; ..:3A.ESCE3 30..._ETEG , 53.'I4.1550 DATE
IN=.4.Te.AA.0.4",e417153_E TEMSCLE P:11 13.0.4LS1
AmENDIMINT A SM1E REGST 1
suNsEIER 1 CPEL-TC:71 I E. 0=34 ,
!
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, iCISTRarlrN
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CE-SG4 S.S.Z. OCT
OCT
TPACE2 I Seel KC. 1 ,A.G.L. ;Nov .941 -1:11 797,,3
A.ki DATUM laNvenEc
C102 FILE G .,717112
FILE IC :73705.151238)
3 S 10 L5 21 :11
SCALE OF METRES
'
ESISMNE CITY Cat4C- OeARTMENT OF WATE SLPF1Y & SEWERAGE R.m..3 a CE334 1:0524:14
PR:LECT
MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN AMPLIFICATION Irma WACOL TO OXLEY SECTION 1
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ME 4.3 smor. 114- 2 CF SO 9-Ef1S
CR.L.we If At.eG. O 486/4/6-W7082P
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 105 of 161
:32N O 'O5iI3Lr' `.,.8 :S ..
-- -- :_I =74 CO2:7N+L 3 _`v^DN.iw=.`-;A ^"E/47 :53::£5 FOR 3AN07 CR(-ïX,
. A935 -6960.917 `RSSIL151
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2375 RAC. SCOUR PIPE
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0300 SCOUR PIT REFER SHEET 19
(gl
a.
a?
0979.01= I \ N26 70.472 E-
CK 668-731
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PLAN SCALE 1 : SOO
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IN2646.365{ CH. S3S.343
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01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION 3ONDEO POLYETHYLENE COATED)
STORMWATE
ELECTRICITY
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WATER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900 TEST PIT No. 10
LEGEND
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING I SOCKETS FACING SOCXc':S FACING
SANDYRCREEX WOLSTON ROAD (UNFORMED)
CONCRET= SURROUND 1
Z -- =' V' Teó
1
Ü ^ Ç 2 ' - C _ U mt - Y<
aol J !>OC _'= ¿W g g _=bJ'< U.
<y.e <Çéy= On_Toymmo`..-LU' >V7<l') u2;r m=.-... n._ mn aI m° m ..
1 : ' l'T ¡
, ,/ 1 / % __7l_¡_/ ,
I51205 : ` J!
I !
' 3 : ' 7ÓÌRA..3s
EXISTING SURFACE LEVEL -PROPOSED ROAD . _EVE_
y
YAM ^. u.: = w .
w7o Iil ;
54:ÌG o.a'Ña1°O 0, IYI.n M.}6 ñiioeï
p = Imm=41..''
304 BELOW A.N. DATUM
IDEPTH TO PIPE INVERT
,
! ni
I NI
INVERT OF PIPE
ISURFACEE LEVEL
I PIPE CHAINAGE
. I 1
!
I
I
NI .
ól
3 S 3 N.3 7C NA.511
Ir
,m2; ._ 3 1 3 NAS T: NA,6 i
.I Nii
1
ä
si
LONGITUDINAL SECTION CH. 343.574 - 668.731
SCALES 4.ORRONTAL 1600 VERT:UL 1500
NOTES
::4I3 Caw NAG :MALL I- ; __: .c'; = ::;_-- t.l ¿ UTUt..i -. _. .
3.4 T_DUTÀEAENTS w - 7.JRPS'.7 'rAWAR03 AUSTRAL:A S?EC:F:_..__._ A0 C0C23 AM NE 37-LA'°S _ _ 7.,Z--VAYT 3UL:.^O i:1i.iDR_^..'.
GS :pE CONTRACTOR SHALL YERTF. . OD4N3(ONS co SITE PRAOR ANy -ONS;RUC:?6t ,, O2ArL`OS ENAL- .T -_ S:A. Fn
aI31t.rP..: _. .. A= - = -- - - alvEaO+r T :R'e
1754 '<NY.
75 :O SUp3TT,.Ir mATERAALS .537 A1TM0;7 71..E :PapvA = SIPERINTE0E1T.
06 De 11:6IRACT31 SNNA, +AAE FIL T ^AN`/ERSUIT ..TTA A1 ñX13T:.NG sRV1RF3 40 STRUCTURE$ air -in ANC ADJACENT 73 :NE '-T 3F
' :CRC .N0 S1ALL 3E aESP7N53L-` 'CR , r
'áiÚ6 T sRC Y ,E 4TRACT.
G7 ALL °OR S1ALL 3£ URRIED 3L'T COiLIAICE W1TN iNE DUEEKSLO.NO ORCPLACE i4E11.T11 AIO SAPET7 AcT. REIRA.ATT01oS AIO rP
33 FOR 0ETA03 Q.° SOROIOLE LOGS ?EFE? TO TME DEDTEbAN(CAl REDO(1 CbNTADEO 01 DE CONTRACT OOTSPEITATIIX
G9 NAA4+IOLE COVERS AIO 3iRTOLê 3GXE ; us-5E FOR ALL YVE P 5031F PM. TP
&M ED P071R SED mAn.OLE TTSR SWl 3E S(PPLiCú BY TME PPT.`CIPAL.
PN
Dl SMLLA
OE SETS A.O ESTECTS
SMALL SE i1CAM. en AIO TEST=: FOR --EC.T.IUL 744LATTCN ON Al FLANGED 9RANOE3 1ETIC:.VES. N SNEC::Oti SCOURS A0 Am vALVES
P2 OKE33 0T(1FRMI3E DOIGTER 0.040R &CCRi3 SHALL 3E IJWEINFORCED-
PS EXTERNAL CORM= ARE NOT TO NE NOME° w19iAEYOIK .ITTTNGS ARE
S RROUgE0 Q COVERED IN :C:C ETE,
PA NO REINFORCEMENT 13 TO SE PELEO 70 OR NAGE CONTACT WITN THE ?[ DEMORE.
PS TIE 33C3 4E04. .0 ELEC. 3ERNTCE3 3RANCM 70 SE CONTACTER MICR 70 3AOCF^, L(00 AREAS °MERE :AIN=7.0 PROTECTION TEsR POINTS OR ;ONE? . AcS-T 3 ARE 70 5E i1.STALLEI
TOri r: ND TREES SMALL BE REIOVM 'NITHOu
NAE APPeOVAL r NE 51PER9A ENC,ENT.
- o . :p 15 20
SCALE OF METRES
S o lo io 30 :o (!0 70 100 :30 120 170 LAO 150 160
: 500
+aAi44 %`NS+°.IiCTS01t:I.`E'I! DArE u.rE r.v.rtMDE^ 'CdAPLE7E3
S13NATuRE ¡DATE
?clIAT2 ON43O.0+tA83E TC1SME FLA I3010$
Ab1glOAANR a 030E Rfi3STE .wVCaSR I R78Y71 CF a.yanwaRG
OMEN
a n Té a
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=.47-A -c7274 IM6 n $wlú7T1?B/w5 I
CATE Ì ORTE I GATE
Tl sla. I s.s .IOC' y+
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7N0111 i
I DINEY 80195
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am fLE 4a
.ID RE AC
79TA,i
I Sí7.REY® (.30X01
A6W70W
I71705/54201D
gig; 4 BIUMAIE ar CaNC1. 084A2n.e4T OF WATE 3PPLY & SEWERAGE PLANV(ì L CSR HRAPOI
PROST MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION TrrLE
WACCL TO OXLEY SECTION 1
1670 DIA. MSCL WATER MAIN PLAN AND LONGITUDINAL SECTION
S'.4E ,5 sNONN IN' 3 CF 20 9-eT$ I31.993 N .A@O
486/4/6-w7083P O
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 106 of 161
093S L*6962.917 '42485.1.51
glITLI0E 2,11900 .0,25;j3,5 A0,15 450. 7-4.0,0
075 PtINS ,....-_-.-: - , -- 5 ---- g ------- - ' i--"4.2
ml
w wOLSToN RD. (uNFoRmE9) L-1-n TP S
TP
043,5 37272045 .427451.249
L-C-44
A
5
" E6979.014 N2670.4721
CH. 668.731.
:30. BELOW DATUM
2100 A.V. 1 M..14.
-- BRANCH IN PIT REFER. SHEET 18
A !. 2791
1
Or 01i 'CH
4.
0470 M.H. BRANCH (Wokieci Type)
PLAN 500
i
/
r--0300 SCOUR PIT 1
i R&-ER SHEET 19 :
/'-'N Lor
01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION SCNOED POLYETHYLENE coarso)
7.?
E73O3.402! N2730.1031
998.449
/.
STORMWA TER
ELECTRICITY
SAN SEWER
TELECOM
6--- GAS
*inn REAL PROPERTY ALIGNMENT
A .c.R. ;woo SURVEY CONTROL POINT 9900
TP IC TEST PIT No. 1 C
LEGEND
IMPRESSES CURRENT CATHODIC PROTECTION
SOCKE-3 FACING SOCKETS FACING
WOLSTON ROAD (UNFORMED)
SOCKETS FACING
4...25 Tt.oe,
42
;1
!!
11 3 1 3 0..71 TO 480 : !
7-PROPOSED ROAD LEVEL
EXISTING SURFACE LEVEL ko!
1
I 3 L 3 0300 ;1_ wil14 A470 1 SC0.57
SRANCNI BRAT.05 34. 31 0.4,32
1
1
1
1
10 3 1 Ne.i13 70 N.92 i
DEPTH TO PEPE INVERT I
G; :21 1 .4
INVERT OF PIPE
1
SM WI
GN ZN
al 01
.1 51
cal
al
rat
SURFACE LEVEL
PIPE CHAINAGE
3
là
I
=
1 5.1
1, ;1 I
- 1
41. 2124
LONGITUDINAL SECTION CH. 668.731 - 998.449
SCALES PORI2OPTAL 1,500 VERTICAL 1600
S O 5 ID! 3 13 OS
SCALE OF METRES
1,500
NOTE
71,13 11144106 33. TEI.: w:TH 1'.:: ,o-
:013LRENTATI.13 4,4 102 oLA. PATPIALS .RO,-.45413
:s AC=C1APT..3 OSIDI*4015 7.F r_..E
AUSPRAL.I.o on) CODES AnD THE 3o-L4.0 RELEVANT BUT,..2;0iG
G1 THE =o,TPACTOR SNALL .1INEMT06 CITI SITE ACID n oPY C.InsTRuCTICRL 115.4005 os SCAL01.
G4 APT 2101:11VA15C1 SNAL- 5I .
71-TE 3UPE3INTENSE...4 7RE7.NG N11.0
GS NO suSSITTITTE. 0.11-41.1.3 3,4ALL 33: 417410.17 71 APROOYAL 13 -,3
SPERIPTEHOENT.
Go roE 0NTRACTOR SHALL 315.LT =IYERS.usT 4114 ALL $111371441 SERYICL3 APO STRUM:RES 4574114 AYC
AOJACENT TO NE SITE OF THE '030x. 0.0 SMALL 3E RESPON50342 POR op, SAP.* .0 .1.1030 SEIVIMS +NO 'IMMURES ali T16 03LIOSE XIITRACT.
07 ou. 402c SMALL BE CARRIED our to 0PPLIATCE .6715 T1.1 ata-iit04.,,A0 KmxpucE HEALTH ANO !APETY ACT. 1
*61455121116 APO GUME1.263.
CD FOR 0ETA11.3 CF $05284ILE 1.055 PERIO ro rrIE GarTEDNICAL R0,077 =TAMED IN THE 0041-PACT 000.146.1TA TICK
; OR Au. 1511.5 SCCUR PITS. ! oR WAVLE =En MC SPINDLE 501E3
YALYE PITS. BOLTED 5.A5.e4OLE 'as. 9441.1. 3E SIPPL.20 BY THE 15RENC2AAL. I
12=SECIS, Pi RO
Saki. BE INSTA.u.1311 APO TESTED :LLA= GASKETS SOLT SETS II 6 mot 0.Ec-ratua. 201.A.AT:C94 ON ALL I FUME, aRM,063 110.1.617,1G RETIML.o. 1101 )
CCRINECTNVO. sCOURS 00 ALR 141.005. 1
P2 19LE33 0ThERWISE DOICATE11 APCROP I
aLOCKS MAU. BE LaIREINFORGEO.
P3 EXTERNAL =AMISS 61£ POT TO BE ! move ...EN PTPEFORK riTTING3 .,i I
O URROLROED OR =APED TN COrCIPETF_
P. yo3 WaRFORCE406 *0101413 516320EL TO !
OR 0A4I ONTACT HIM -14E RTPENYORK. '
Ps n:w 3CO3 HECK APO ELEC. SERRICEI SRAP01 TO SE asTACTED PlefOR TO
BAC/FIU.116 AREAS NOIRE CAI5O0I C PROTEC7104 TEST POINTS OR CTHER FACM.STIES ARE TO RE OPSTALL.ED.
4 aocrovAL ..s.:JPEO,T:IDENDENr. To 3.0 TRas SMALL 3E 451.0vE0
I
! 1
1
CONZTRUCTION ladi ,CDP0LETED
:OATS
. * :034434,CED
SILVA TINE
1,E T.A .TILS
-
4=1* ..4,43.4risaz Tommy IPOPY0.41,634-31
A11436:55434T & SSLE 'REGISTER
...*NI ag twecn:R CF 15....434046 ! 35305
acri IlA i 0:ezrj, 7 !0:0c704 7 171M1-311 l sow.; =61-4..CTIN I3.46. L 901,140751CFERATO4r,nvS i
1 '0:57-A&MIN k.
1
. ,
asts. ia4TE .:114TE
03-M5Y110.I. 10= ,4711=6'11.7, ICRAY44.1 53.15.40= - !'" '11
-1065/151 -4, -!!!: 20" NC'
r74,0
AR DATUM 3.FivEYM 4.30X.44.4.
C000 FLE 451 460708.
-CB R-S Ata :71705/5/2013)
10 MANE CITY cI DEPARTMENT OF WATER APPLY a SEWERAGE ?:~43 L =EN EF4454:14
on.= MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPUTICATION "RI WACCL TO OXLEY SECTION 1
1670 OLL MSC- WATER MAIN PLAN ANO LONGITUDINAL SECTION
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2.0 io ¡CI 70 9.9 óo do Iio Lio 10 ISO 160
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OP 2437 E737721S N2742.736
4.P.A.
Cf. .33 _TT629,..o6
v21309.Aa
MI1 p.
/ E7303.40 3R ANCH IN PIT 0100 A.
N2730.103 I / REFER SHEET 18
CM. 998.449
1280 )
WO(LAT ON RDerr,
5 ---4-easz, 2 --=;37- g
TP 3
TIRE 3375 SEWER RISING Aut ENS
TP
; ==== (UNFORMED)
R.P.A.
0470 M.N. 3RANC4 (Nekled Type)
PLAN SCALE 500
\
TP
_ - - - -
to NI TV CS CS
471 5
CQ STORMW A TER
a-ECTRICITY SAN SEWER
TELECOM
GAS
WA TER
REAL PROPER" ALIGNMENT
t1.1, 5500 SURVEY CONTROL POINT 9900
TP 10 TEST PO* Ne. 10
LEGEND
01670 MILD STEEL. CEMENT LINED PIPE Dium DENSITY FUSION BONDED POLYETHYLENE COATED)
S o
E76 42.058 i N2792.357 CH. 1342.753
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING SOCKETS F- ACING
SOCKETS FACING
W OL S TON ROAD ( UNFORMED) WOLSTON ROAD (UNFORMED)
(A 128 :
i
r--DROPOSE: ROAD LEVEL
--EXISTING SURFACE LEVEL
30. BELOW &. DATUM
OEPTH TO PIPE INVERT
INVERT OF PIPE
SURFACE LEVEL
PIPE CHAINAGE
4..93 5734
'6 :1
WIN , ccme. a o
Av L VAL Le- i LUPO+ z
P.9S
1
i
1
k i
i
L2 3 L S NA.913 TO a..i.09
if
A / 1
: I
I
:21 I
I a
VI
A.1 WI
.?..! - .4 a si
a
! 5 -°j
1
:1.1
1 :::31
.4
LONGITUDINAL SECTION
CH. 998.449 - 1342.7S3 SCALES NORTZONTAL 1400
vERTICAl 1.500
s s 13 IS 20 2S
SCALE OF METRES
:1'500
Nora ja.10.1A16, it :NIS IRANIAN 3E READ :
:0:umENT-A Tram A;O )RC!. NATERTALS An0 ..ORKNANSA EaLL
3E :s ..z=stoAla 'I.¡Tm 'NE 3:LI '77CTENE .m NTS 7* CaRE,
:TAP:0A=4 LSIR.P.LA SPEC:FTC; 7:T.43
' AND JAM 9911 714E 35-t.Aws J.
4V.ENAwr noLcutso 911909TTT.
Go 119E MNTRAET039 NAIL_ TERM! ALL
:DENSICMS GM SITE FRIER T. .7. :=L3raLCT0%. 5eAvsa3 .4": as
G.
SCALED.
thr ZI.S=52.Cf SAALL 3E AEFRED 7C
SUPERINTENDENT again sa=c0AO 4T. vOSIX_
GS AG soosTTTUTE NATERIALS SNAL.... SE
wITROUT 7SE NAPROVAL CoF ra.1
SUPERDOVICIENT.
7s CONTRACTOR TALL 5.E -.IMSELT TULLT COPAIEREAN '.(TA. ALL EXISTING SERVICES AM) STRUCTURES ITNIN ADJACENT TO ;NE SITE OF TRIE *ORS aiu NALL SE RESPONSIBLE ,OR ANT
)wCM 3 NEU SERVICES ANO
S TRUCTURES ouno4 NE =ARSE OF r)i CONTRACT.
07 11-1. vCRK SMALL SE CARRIED OUT Cm
=1999..1.910E .1714 TwE 2,EEKS.1.0 .CWKPLACE APO SAFETY aC7.
REC.A.Arliscs AA0 SUEDELINES.
GS FOR BETAS-3 OF SCREWX.1 L505 a 10 TRE GROTECHPUCAL SUM comrkm :pi Two CoralisC7 00CAMERTATIC4.
09 9999CLE COWERS AwO SPDCLE SOSES
FOR ALL vAL.vE PITS. =A RTTS. AIR VALVE STIL RIMED 9996CLE RM. SHALL SE SUPPLIED ST TIE PRINCIPAL
=me& SPSAU. 5E
Pt /SERRA MD .30.7. SETS MO 5.6.55573
AISR MECTRILL INSULATIDN ow. Au. FlANCEO SRARDES MAIDS RETTOJLATION
ORPAAECTICKS. SCcuas Aw0 AIR YALVES.
oNLE03 01WERWI3E 2401CATED ACOOR
6LOCES SHALL CS tRaSEDOCRCED.
PS EXTERNAL woe RepowE0 .4494 R179.ORK PTITTRas ARE
SuRRouw3ED COVERED 72w=4ETE.
Q. No REINFoRCIDAENT 23 ro 0E wsurso To
OR 999E RETACT WITH 114E PIPE. CS
SRAM:ST.1'e 3=.it'EMIE COMArACIZ9':-Pasrai TC:437C
3ACCF11.1...NO AREAS ...ERE CA NATIOIC
PROTECT/TN TEST '027.53 OR onAER
.Ac3-11ES ARE TO 3E tosTALLZil.
....ENO SA,..MALL0,8E.1.rsregOrmrmoeNETHOuIT,
14
-0
I MA IN CONSTRUCTION DETAILS
14-g.w2 rR 1
SICAAWRE DATE
.Ta sueCA0ENT/SILE TEVESE INTIALE
. AleCkeir 4 SSUE IEGG7171
Auno.GS CFECTO3 PLANPPG G MOEN
CATE I GATE
CL.45-jlip2c. !,,CTECTIgzeiimalifenZZPI
1
.0STRELBEN
CATE I GAT: DATE
CEETEA4 .4 FA ?a7M4124.7 -777'
w51N 1J iccr SURSPASTA3
TRACED ATVEY
D-KM iWO9
AN. °ATMs j move=
c.. R.E 6w701IS
.cu FILE CC masAtzegu
7074/6
R.S.OXALL
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mates MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN AMPLIFICATION
WACOL TO =sr SECTION 1
1670 OLk. MSCL WATER MAIN
PLAN ANO LONGITUDINAL SECTION
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77E2 21133.27. -T
te. /
zr
";1/
/ ir/ 41V
.4411 ,f OANrea I/ 17* SENO
azchIGHTRVOLicrrt,TAGE
0:-L 1-194.333 N'tr/ saa7 '
0100 A '281 ". SRANC." ?TT ;417094,7 -,=T 't8
":F77.1-71.3.272513"3(17!.
\
ir-OR3E:00 SCsCHTUR PrT19"\2=7/
E782S.419 AS" .002. eva...E
N2704.403 / IN2807.973 E7727.006 i -
CH. 142920'i
/S12-Tit4--03161-3=e;.--- REFER SHE.
N- 0100 A.V. BRANCH LN 777
REF!R SHE
\\ M.7642.0581 A12811 M2792357 CH. 1342.753
3E140
S.7703.004 t !
,
----e,..... : ,
-.....
: '7 %, -:)'"Z".,t4c.izze6.-%- ''''"'-' - "--
: b , '' s.... jcP 9944 ,....4.. ''''..44.:......,,t.t. '" .... 'tt...,,tt:, 4PTC`9.
' I 4../ ET784.33t: ' t
t 14726.25= ti... I ,.......
1.1 ....N.
47 .
St ,TeTTrk, T'Vett 7.4:3..7.ivr
, St .TV.t. 1...Y4A/R.,
It --......".."--..." '4 'TY,....1. 3,-,.- -,.. -------_.74...,
tte!
fi; S.C.C. S'er, ?...IMPING ST .
PLAN :den
_ 4904
té? CH IC
LEENO
STORmw.t.7ES.
ELECTR
:ZAN Ej4
rELZCOM
.7,AS
WATER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900 BOREHOLE No. LC
1-788b.Ttcet N2630.714
CH. L6Ó7.953
A
S.
'
\
31.: :4IL STEEL CEMENT LINEC ""Pt." (reEDIUm OENSITY FUSION SONOE0 POL YF.THYLENE COATEO)
..!+PRESSED CURRENT PROTECT/ON
FACING SOCKETS FACING
-,414ObSTON ROAD AUNFUSUEE»
(A.L2SI;
;AILWAY SANANANOA
30. SE_OW A.. OATUH
3 3 3 Hi4.:23
3 .3 S nu 012t
iI FL 3RANCH
125 4 3 L S N..1.26
... .
CEPTH TO PIPE INVERT
INVERT OF P/P.
SURFACE LEVEL
PIPE CHAINAGE
11 1
g7,1 ¡
11 .
S1
ei to.
_TLS IL,. T 03=3.1Ai
;t4,-- 12
"7-7\
.,-.\ gs.1216;
ftt -`t
't±)
/"1"'- ---;.';,..2F
' E 1 S 23. EttE43 333: F SCOL9
AKI.
Sk..
1.4.;
!Il ;
: a , ? ..7* =el --,1--. . ..7.1 L
; I , 1.411.1 L10010.31 , 11 1 / 1 ,..v.
t LE,,::2 ::.,::,.: , ;WH H...330 Ha ! I
;Hi! i
i 7 f i
1
JI ta ai
e.;
S;
it
'.11!
JI tte
1
7.1 . .
L44. ri
al
a , !., tTI
, 3ULLOCX ;
.AC =mit( I
:.sa mt74.1
(-^tt\, isuirouc.o.
iS121.1;-. 71.
SANANANOA STREET
po. art.
1
, i
i
I i '
;
; 1
I I i
i a t'S.N..: ID ,4.:S1
g:Li! 7;1 V41 =1
2:1
aa L.9.1
LONGITUDINAL SECTION CI-L1342753 - 16 6 7.953
SCTAD KIRTZONTAL 1440 ',car:7.w. 1400
:6 Z0 So o io so Lie
i oit
NI T e!
el 7,ti I
1
Let a e.; Si St
:I !
I ;
-1 ;
,
43 i t40 tic Ise
ai
ai
;.;
S 4 S IS 0 IS
SCALE OF METRES
1,500
NOTES
15 .:AL;?5,. 72AC, .,7N
:7 s weRutu-sr.. tIP A.'6 C=AP.CE -Ir,
2C..:2314EA :r 1PE7rATIONS
'TO COOSS ANO THE 37,444 OF E r"-atE",".. 542L.5 U7tSO'.
1..13 7'.4E MNTRACTOR stes_L +MF, M-L.
SrmEleSZCINS ON SITE 'S! 3 NT STRUC273:24. 27RANINGS 3E
:3, zef see__ .
T2
zyg DAPERINTEROENT P7E9'.*E PROCZMING '417.1 CRX,
GS NO SuBSITIVIE NeTERIALS 4- .. U. 3E
:SES PITNOUT 145 PPROvAL F Hie iupranervoie:.
Ge 7wE CONTRACTila SHAt.. ettee.' ,tENSF_LF
. 1.LT =Fo SRS..? SU ALL,
SERVICES Me STRUCTURES NITNIN 444 ..0.74CENT 114 SM OF THE tv055
94M1. SE PESPONSIBLE POR
:41M GE TO INESE Svl5 ect sre....cntois EURDG THE IRSE OF THE
=4TRACI. 07 ALL HERK 94M-L. SE CARPIO CUr
COmPI-LANCE (TM TNE OLgENSL.7140 .494PLACE NEAL TH et., yen", c7, RESSLAII3K1 ANI) 434DELL4ES.
Cd FOR 0E740.3 OF SORESOLE aGIS REMI Te -HE OTECWTICAL REPORT
=TAINE) IN THE attiTRACT somme. rA Rot
C9 =dag ARDIDLE SIRIES = 4.4.01-E FITS.
MIR PM. AIR
3E SSPRI-27D ST INE PPINCIPAL
PI INSULATED SCLT SETS AND RASIEZ S4..2- SE INSTALLED me] TESTES FOR eu.. T'ION ON
4 ,2 IJM.553 0714taISE recticArto atezmcg
Sucs eALL SE uHRELNFORCED.
Ps S'ak/A. MATIN= RE NOT TO SE REmOvED WREN PIPEeoRK F17.41111611! SuRROUNGED OR SOXERED LN ,..1
R4 NO REDIFEOCENENT I3 TO SE HEUSS) M- ot emE =41 ACT WIN THE PIPSHORX.
SS TIte SOLS HEM Ae0 ELEC. SERVICES BRAWN TO SE CONTACTED PRIOR TO
SAOCPILLING +OEA., NNERE CA THOM: OTECTTON TEST POINTS OR ontea
TO 3E :PO TALLED.
4-4
'7 it No MESS OMM... SE REMOVED 4434440 THE APPROVAL 7F 714 SUPERIt4TENCENT.
MAIN CONSTRUCTION CETAIL.Sa CA tE DAYE COKNENCED C.744...ETED
SIAN. t:RE DATE
t .
I '
t14217eTEI A.9.0.434T/TEME TOPESIE R:Ft
' Am:m.4w a SOUE REVOIR
i_earia. CF
aTt7E CVM
SE-Zrel tE ittrem7s ..:FMT04 CF %No
1=.6TALTC4 I AN: I SDRVCESICPSRATICT43/WS . :DISITEIJTCN
'23.TE CATE !MIE
CarT" I 5.3.3. 4C7 e3crease4 1."/
MANN S.S.S. !CCT
7Fectoi ma
ateoZ. lew -9.1M
A.14. DAIM; supvt-reo
R095
7974/6
R-SOXAL:.
333C0 5..E sG 6%97086
.CS R.1 KI ' 71705/342341
'71 BRISBANE art coma, WARRANT OF WATER SUPPLY a semstAGE PLAP843 E CE53.4 EFt40.04
PRIE= MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN
AMPLIFICATION
WACOL TO OXLEY SECTION 1
1670 01A. >ASC. W A TER MAIN
PLAN ANO LONGITUDINAL SECTION
se.sa sec?. 1N CF 23 94E= CRAV0P43
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Q-Pulse Id TMS1317 Active 21/07/2015 Page 109 of 161
.:
;300 BRANCH (RETITIL.
\ REDat DETAIL \ \;,
t
\ 1/4
(We4imi Tmpo; RANC 0470 ALH. SH\ \ T.P ati \AS
-r Ji 0
i
M2630.714 !
CH. 26 6 7.95z
..3Q E SEND E790 49E
\'-'4./. N26 .2'3-99E 269, ;20E.
CP 't .
E7904 -380 mab 0-167 .:-"
T111
7
A
RECPEATIO.L. RESERVE
CES.C.=. LAIC) THE =NTRACTOR C CuIMO 714.:
rras WE. ...rE ear* USED 37 rNE :Am' X.P 30.ESTIC REFUSE
3H
Q'!
£4
A1252,
0100 A.Y. ANO N.H. BRANCH DI PIT-1. RE=n, SJ4ET LS
LIMIT OF CONTRACT
PgIFLP:F' 300 M30. PIPE
7131.076ANDd
OTNERS
':.. ;"*" *SOO vu_yE
i 0:3;".'.1.;;P:a....:;5C:i6 ' ' 4.iii* ' .,:....i. I PRINCIPAL,
CONCRETE gRF.7..4.35.2,..u.1 1
11 isacisooi su"*" 5.0FR RADRIS
Y
2300 90* ..LS:Z.4e% I. ,.... 1 ER PIPSYLIRK NIT SUPPL=
3UTTWELD SEPOS SY PRINGA.
DETAIL OF 0300 BRANCH (Rc7IC )
SCALE 150
0300 SCOUR PIT- REFER sf ia-T 191
C.\
PLAN ¡CAL 500
,
g -
tt C
B. csil
11:11:\ "
. 32=1 grZfj,142
, NE3
= === =
A C.P. 9900
a BH 10
H 1 i I - i : i.. , -, ,
1 , ,
>. -4
STORMW A TER
ELECTRICITY
SAN SEWER
TELECOM
GAS
WATER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900
BOREHOLE AM. ;2.9
EGEND
01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE COATED)
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING
R&-ERENCE ELECTRODE "0--1. 36 POSITIONED SETNEEN asps d GAS/NG oirnuo
CONCRETE SURRUND. RVER DETAIL smEET :7
SAN ANA NDA StRE,m,
I - c
tai
Sk. =7- u .<t,1 C,3 5 0
. Q. ' 44 o w a,
n) IRA LD 9 N
BRISBANE CITY COUNCIL LAND DEPARTMENT OF RECREATION AND HEALTH PARKS BRANCH
THE CONTRACTOR IS ADVISED THAT THIS AREA MAY 'HAVE BEEN USED BY THE ARMY TO DUMP DOMESTIC REFUSE AND WASTE
30m BELOW A.H. DATUM
CEP TH TO PEPS INVERT
INVERT OF PIPE
,r3
SE TO
I
CENTENARY HIGHWAY
nA1282) 'i;
FOR_ DETA Li. OF ROAD CROSSING REF=R $PEr7
i 1 ' 0 HIN. "3"NCRE141° -URROUNO I
, i (RVER TRENO1 OETAILZ SHEET In ,
I
- -- PROPOSED ROAD LEVEL = 5' \ .
w = a 3 ,,%I.S-,NG ,OAD LEVEL :1 . 4J !
-4, 7: I ,
.K.0 w E .ct-;;;-; -:- '
= .. ....1.- . c..= -.c. 2-: i
Cio-' oa 1 r-Q ...'7;> ' S..c ... ...;
i
.
i
1_4 3 I i3 1g p!., cmco.
; ; 5:1A.:14 1
; .61SO .4=
\
P3A.CR.K:E. :
í :
;t:Tut,1 soSET ,, . ,
C ,... , I ' tu = t......
;'' > :-..Z... 7a"
7-3'
34 , ,C z
t..4, .c.., a
-..t
,, U 34,
i
; - r -
7 3. I 3
-------- ; '"Y
I IS ç i A00.014 SLOCX il-all; :3EFE? 0147.1.1!. I ZkEE 1'
f ;
5 oi
;11
da
; gi
boo i
! I
:
CI Si
3
RI r,1
:;t1
,m 74
i !
I I ! ' ;
.4; eli NI 3
SURFACE LEVEL
PIPE CHAINAGE
m
7
r.4
El
:i -J ,.l Cl
oi o N.
"i I
I
i
I
Bi
1:11
;
g 5 SI
! oi
t = n 5:1 B.:
LONGITUDINAL SECTION C. 1667.953 - 2024.941
sCMá ilrg
5 la IS 211
SCALE OF METRES
1:500
NOTES
: -. .nscnam .rrA amt. 2.=.:3414T r:ctv 701.01033.
c.:1431AL$ txD 3. C. ACC201.ACE. 4114 SECJIRE)ENTS OF ri O.RREN: STANDARDS AUSTRALIA SPEC71=A 0 b3 7=83 ab1.7 17O. 3V.JJ.05 -- 1401.014001 mama AuTmErry.
GZ ThA T14 1.C7 DULL TER
7143I43 Cd 3175 ."4101 =NS:RUC TIC.. ORA ot ULGS SNALL '0' -3E
SCALa. V ANT OISLIEEP *NCI SINLI. 3E PEPTEGET.
71E SUPSAIN MOEN? WORE POO:EWING 0110 C.
GS NO sour/ru .tmour 71.
%OVUM/COIL Gb 10E csKrucron .IPSO.,
trUL1.1 VINVERSANT VITN ALL VISL:NG SERVICES S A.13 STRUCTURES *LIMN soe AWACS/LT TO Tie SITE OF GPE PORG
Ano MALI. SE RESPON31244 LAT
A.AGE TO TNESE sews= msc STRI.C11.,RES OURIJO TYE COWIE Er =0/TRAC7. ..
G was si.u_ ailment-Mir Dr COMPLIANCE .1T), CLJEEMSL LNO
wORKPL.ACE NE81.T14 400 3APET7 +CT.
REGUL.r/CNS NO GUIDELICO.
GA MIR DETAILS OF SOMME 'LOGS REFER
TO TS E GELITECHNICAL REPORT CONTAINED IN me CONTRACT 002L0ENT A TION.
CO mApp0-E CNERS PAO WOOS SORES
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CP 99.9 E797.097 v2393520 'DANGER -
IELEECTRICITY CABLES
IMPRESSED CURRENT CATHODIC. PROTECTION
SOC°TS FACING SOCKETS FACING
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LONGITUDINAL SECTION CH. 2848.897 - 3173.917
SCALES MORIICNTAL 1600 VERTICAL 1600
5 J S .. :S :C .S
SCALE OF METRES
1 1.500
. z3
: a :C 20 aN :C.V1'Nr wliw 3TIAER~,..63. ACT
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=TRACT= R4A,LL VERIFY w . '. EMS:OR.s Cm 3 .PRIOR _34TRIK. 2N. ; aA inó5 `M 1. 3' 30 'CAL20.
G4 Y OISCREPARC SMALL 3E 7tr ENEM n
N SuPERIATEMIENT SEFORE
Rcc=DW Wfrw ..GRX.
SS ..o an5TTr.'TE TEXIAL.S SHALL 3E ..LIED A 7TMOUT TIE APPROVAL OF r.aj. SUREW71TENDER r.
G6 THE CONTRACTOR $MALL MACE 9U500iF tr ONVERSAMT ITN ALL -XISTING SüEMTOES MO STRUCTURES vIMIIN A+O AOJACEMT TO TIE SITE OF THE =ORK AK SHALL SE XESPONSIBLE FOR ANT SALAAM 70 THESE SERVICES APO STRUCTURES CURING THE CCLR5E OF 7,E CWTRACT.
CT ay ___ SHALL SE CARRIED OUT IN COI.&LIAMCE 'WIN THE OUEEnSLA20 woRIQ'IACE EAL7M A.0 SAFETY ACT. REGULATIONS ANO G IDEL)1E3.
6e FOR OETAfLS Of 80EN7LE LOGS REFER TO 71E GEOTEORGICAL REPORT CONTAINED M THE CONTRACT GOMENTA TIM
W 5!00010.1 COVERS AW SPINDLE Sews AaL VALVE PITS. SCOUR PITS. ALT
VALVE PITS. 80.100 MANHOLE PITS. SHALL BE SUPPLIED 139 TIE PRINCIPAL.
EZEIga TED BOLT SETS ANO GASKETS
SHALL SE IMST ANO TESTED ;Ca O_ECTRICAL iNSU ATION GM ALL RANGED BRASOES I7O.ICDK RETICAA ITCH =PREC ..^DNS. SCOURS AN0 AIR VALVES.
P2 UNLESS OTERWtSE MICA MD AR0400 &Au= BULL SE Ua EDIFONCE0.
PS EXTERNAL COATINGS ARE NOT TO SE
01 P COVERED Di C 0. P4 NG REDOORLâIERT IS TO aE =EL0E0 O
OR MACE C TZ CONTACT RI TIE PIPEWORK.
PS THE 3f 'EEL AN0 EEC. SERVICES BRANDS 70 aE Cti1TACTEO PRIOR r0 SACRFRLING AREAS MERE CATHODIC
CT PROTEION TST POINTS OR OTHER FACILITIES ARE TO SE T6TALLED.
T: !0 TREES SMALL SE REMOVED 1A(TIO1:T ME APPROVAL CF 'HE SUPERLVTEIOENT.
MAIN CONST RUCTION OETAI_S
iAT_ ,DATE
.O.eEMCE9 ! CCrPLEro SIGMANR5 ,DATE
i !
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! Ab431DMH?T & SECS REGSTSt
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I 4 SUPPLY n SE7/v6iA6E 11m..4o PIA+NCfl L 00333 ER.N61
PF6$T MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION TIME
WACOL TO OXLEY SECTION 1
1670 OIA. MSCL WATER MAIN PLAN ANO LONGTTUDIIüL SECTION
SCALE A3 SHOWN INA :I CP 20 04EETS
6uWP0 w 486/4/6-W7091P
I
S'0 li0 7'o :óo .=B 130 1 A 150 160 iAS T
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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t
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E9208.5771
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SOCKETS FACING SOCKETS FACING
ARCHIMES STRET SERNOULL7 STREET
:31
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I/
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PCRIZONTAL :SOO MRTICAL :300
O I S ID LS 20 35
SCALE OF METRES
SOO
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A Z.,. WOO
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imoFsP =Arm i
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i .8ERNouLL: ARcHERFIELO STREET ! .RoAC
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32. 114. , 0-- y 3 2....
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.4. 357 iiIi .
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PIPE CHAINAGE
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;
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SCALES ACACCNTAL Z400 sERTICAL :COO
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SERMES AK/ sraNCTuRES ,111511, +KO
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Ape SNALL SE arapvasai.S ('OR log 3.G0 70 7... A. STRICTURES SE-1.:313 I0LIRSE OP :A/E
37 ALL 901.1. MAU. 3E CARRIED 355T TmE =AVM-AM
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SEP-LAI:0M 500 GlitOELLmEs.
Ga ;an AEP.ST,
TO 7E GZOTSCSOCAI. ASPCAT ZONEAISED .1:31.00507
737STIS SPIROLE OOZES
FOR 0.5. OM5E .075. 3CO4 0173. .1R ...LYE PT71. 311.= orrs, SNALL 3E 2P-15.0 37 100 PPLNCAL.
3,ETS PS ENSILLATED SOLI SETS ./20 3ASAETS
WALL 3E ZNSTALLEO 500 TESTED ACER &ECTRICAL NsuLAricho Cm ALL F1_00E13 SRA/043 IPCLLGING RETICULATION
COIRAECTIOAS. SCOURS AN0 AIR sALsES.
P2 I./NLESS ISTISERVISE OCICATED APCNOR
BLOOM SPIALL 9E OPREINRORGED.
PS EXTERNAL COATINGS AS 1.07 TO SE
REMOVED CIEN A/YEW= PETTINGS ARE
5URROom3E0 OR 3071-E0 :14 CONCRETE.
PA he REENFORCEMENT :S 70 55 WELDED 70
OR NAAE STACT sorTm 71.tE .tiEWORK-
OS 11Q =VS NEON. Atil ELEC. SERVI= 3110,04 TO OR C30r0C7E13 717:3R
3.K:Galz.I00 AREAS .HERE CA 500n= 0007rc7100 "SST sGINTS OR 3TN55 PA_-71E3 500 TO 9E rtaSTALLLO'
TOES) 3E .EMOVEC ..17a1Cia, ,
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7074/6
J S 741 -OJOSOS
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amommal
MUM CITY =NCI DSARTINENT OF WATE SUPPLY & SEWAGE .L.M.G =EN EfaaAaa
pRaicT MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN rma....77CATIoN
WACOL TO OXLEY SECTION 1
1570 DIA. MSC:._ WATER MAIN
PLAN AND LONGITUOINAL SECTION
MAE AS wow/ IN :2 CF 20 9EETS
486/4/6-W7092P 10
o SO if3 C 30 70 ZOO 2.3.0 0 o sA0 I SG /So
ttis-1 AS T ERA
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Electrical Mechanical Water Meters 5 Bunya Street Eagle Farm Q 4009
Ph. (07) 3403 1849 Fx. (07) 3403 1898
Brisbane Water Engineering .Services
OPERATING MANUAL FOR:
WACOL TO OXLEY
TRUNK MAINS
Section 1
CATHODIC PRO'T'ECTION SYSTEM
20 September 1996
CLIENT:
BRISBANE WATER. WATER MAINTENANCE SECTION.
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(1.0) Introduction (2.0) Corrosion and Cathodic Protection (3.0) Mains Details (4.0) Cathodic Protection (4.1) Type of System (4.2) Rectifier (4.3) Cathode (4.4) Anodes (4.5) Test Points (4.6) Associated Drawings (4.7) Associated Standards (4.8) Government Regulations (5.0) Peformed Testing (6.0) Conclusion (7.0) Maintenance
DRAWINGS
486/6/25 -AA1 C0021E
(No Number)
486/4/6- W7080GD TO 486/4/6- W7101RC
Standard Rectifier Wiring Diagram
Monthly Maintenance Program
Logan City Trunk Main Amplification
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-(1.0) INTRODUCTION
Steel when immersed or covered in water has a tendency to corrode (or rust) as the oxidized form is more stable than the metal.
Because of this, precaution must be taken to stop or minimize the corrosion reaction to an acceptable level consistent with the design life of the structure. This is normally achieved by the use of protective coatings which control the corrosion reaction by isolating the steel from its surrounding environment.
However, it is not practical to achieve a perfect coating and coating damage will always occur with time. Because of this, corrosion may occur at imperfections in the paint coating, causing further deterioration in the coating as well as loss of metal.
As a result of this, the coating defects must be rectified by periodic maintenance or an additional method of protection used to prevent this deterioration and corrosion occurring. This additional protection is achieved by the cathodic protection system.
(2.0) CORROSION AND CATHODIC PROTECTION
Corrosion is an electrochemical process in that it is accompanied by a flow of electrical current.
Corrosion occurs on the surface of metals at active areas known as anodes, which are electrically continuous with less active or passive areas known as cathodes. The electric current flows from the anode through the electrolyte to the cathode, with the circuit being completed by the electrical continuity between the cathode and anode. In practice anodes and cathodes are generally part of the same metallic surface and individual anodic areas may be small.
In applying cathodic protection and external current is applied to the surface so that the entire surface to be protected acts as a cathode. This involves the use of an auxiliary anode and when the current flow from this anode is sufficient, no part of the structure acts as an anode.
An external source of direct current such as a transformer rectifier is used in conjunction with an anode consisting of material with a very slow corrosion rate.
While it is the flow of current which achieves the cathodic protection of the surface it is
impractical to measure these currents over individual anodic areas to determine when cathodic protection has been achieved. However, with the flow of cathodic protection current, the structure becomes more negative with respect to the surrounding electrolyte. Because of this, it is possible to state values of metal /electrolyte potential at which corrosion does not occur. This metal /electrolyte potential is generally measured against a standard reference electrode which allows a reproducible potential at which corrosion does not occur to be quoted.
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(3.0) MAINS DETAILS
Size:
Note
Coating:
Length:
Location:
Construction. Drawings:
Existing 600 and new 1670 Dia mild steel cement lined.
The new main is protected in parallel with Ducie st system and is
controlled from the rectifier in Ducie st.
Tar Epoxy. /Fusion bonded polyethelene
Appox 3.28 Km.
Wacol Station rd to Bernoulli st Valve (A1277) 300M along Wolston rd
(unformed)to (Valve A1292). Bernoulli st 10M from Archerfield rd
486/4/6-W7080GD 486/4/6-W7101RC DUCIE St. C.P. System
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(4.0) CATHODIC PROTECTION DETAILS
(4.1) Type of Cathodic Protection: Impressed Current.
(4.2) Rectifier: Standard 25 Volt, 25 amp direct current output enclosed in a stainless steel switchboard.- Rectifier has a 240V supply from Ducie st Electricity pole .
The rectifier is located in Ducie st. In the park.
(4.3) Cathode: The cathode point is located on the 600 Dia mains, 2M in front of the rectifier and on the 1670 Dia mains directly to the rear of the rectifier across the park next to Ebrington st. The cathode point is where the cabling from the rectifier is attached to the structure under cathodic protection.
(4.4) Anodes: Two 1500 x 75mm silicone iron anodes were installed approximately 200 metres from the rectifier in the center of the park in a vertical bed.The anodes were firstly packaged with cokebreeze thereby improving anode - ground resistance. The anodes are identified by a marker label fixed to the distribution pit lid.
(4.5) Test Points: Test points are installed on cathodically protected structures to enable testing to ensure full protection of the mains. On these mains eight test points have been installed and their locations can be identified from the layout drawing.
(4.6)
(4.7)
Associated Drawings: Cathodic Protection Details - 2/14.213 Cathodic Protection Test Point Details - 2/14.199 Standard Rectifier Wiring Diagram - 486/6/25 -AA1 C0021E Standard Vertical Groundbed Details - 486/6/25-AA1C0024E
Associated Standards: AS 3000 1986 Australia Wiring Rules AS 2832.1 1985 Pipes, Cables, Ducts, Guide to Cathodic Protection,
Part One.
(4.8) Government Regulations: Queensland Electricity Acts and Regulations.
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(5.0) PERFORMED TESTING
(1) Natural Potential Survey.
(2) Testing of Insulated Flanges, Joints.
(3) Soil Resistance Testing.
(4) Current Drain Survey.
(5) Pipe Coating Anomaly Survey.
(6) Rectifier Loop Resistance.
(7) Foreign Structure Interference Survey and Mitigation.
(8) Final Potential Survey and Commissioning.
(6.0) CONCLUSION
Full Cathodic protection has been achieved on this section of trunk mains. The cathodic protection system is registered with the Queensland Electricity Commission and has approval to operate.
(7.0) MAINTENANCE
The cathodic protection system is maintained on a monthly basis after commissioning. These checks involve testing rectifier operation and recording of pipe to soil potentials.
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20 th September 1996. Electrical Engineering Unit. Cathodic Protection
CPS Monthly Maintenance Details.
Required:
1/ Notify plant operator and/or sign entry logs where necessary. 2/ Have appropriate keying.
Labour:
One tradesperson, one vehicle. 20 minutes per site.
Procedure:
1/ Identify installation. 2/ Check system for operation. 3/ Record voltmeter. 4/ Record ammeter. 5/ Comments. 6/ Log entry.
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I
20 th September 1996 Electrical Engineering Unit. Cathodic Protection
CPS 6 Monthly Maintenance Details.
Required:
1/ Notify plant operator and/or sign entry logs where necessary. 2/ Have appropriate keying. 3/ Set of tools. (Electricians) 4/ Multimeter. 5/ DC clampmeter. 6/ Copper sulphate reference cell and leads. 7/ Cleaning equipment. 8/ Gatic cover lifters.
Labour:
One tradesperson electrical, one laborer, one vehicle. Two hours per site.
Procedure:
1/ Identify system. 2/ Check system for operation. 3/ Record voltmeter. 4/ Record ammeter. 5/ Record "on" potentials for all test points. 6/ Record "instant off" potentials for all test points. 7/ Record "off" potentials for all test points. 8/ Perform loop resistance and record. 9/ Check and record anode string currents. 10/ Comments. 11/ Log entry.
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20 th September 1996 Electrical Engineering Unit. Cathodic Protection
CPS 60 Monthly Maintenance Details.
Required:
1/ Notify plant operator and/or sign entry logs where necessary. 2/ Have appropriate keying. 3/ Set of tools. (Electricians) 4/ Multimeter. 5/ DC clampmeter. 6/ Copper sulphate reference cell and leads. 7/ Cleaning equipment. 8/ Gatic cover lifters. 9/ Rectifier load bank. 10/ PCS2000 Detection Equipment.
Labour:
One tradesperson electrical, one laborer, one vehicle. Eight hours per site.
Procedure:
1/ Identify system. 2/ Check system for operation. 3/ Record voltmeter. 4/ Record ammeter. 5/ Record "on" potentials for all test points. 6/ Record "instant off" potentials for all test points. 7/ Record "off" potentials for all test points. 8/ Perform loop resistance and record. 9/ Check and record anode string currents. 10/ Load test rectifier for 10 minutes. 11/ Check all switchboard and testpoint terminals for tightness. 12/ Check all switchboard and testpoints are labelled and I.D. tags attached. 13/ Check plans are correctly drawn and modify if necessary. 14/ Remove and inspect anodes. 15/ Recheck all interference (CPS) bleeds. 16/ Pipecamp structure if applicable. 17/ Apply for "continue to operate" permit if applicable.
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services CP Form No. 23
Electrical Engineering Unit
Cathodic Protection System Potential Recording Form
Project Date
-500
Test Point number
Distances to T.P.
Potentials to CuSO4 Resistivities at 2 metres Natural Off On
(metres) (mV) (mV) (mV) (ohm.metres) 1 0 -783 -824 -936 6.5 2 500 -842 -857 -931 9.98 3 1150 -818 -831 -936 13.91 4 1550 -823 -833 -936 12.61 5 1980 -832 -828 -946 9.1 6 2600 -889 -890 -1049 13 7 2960 -866 -870 -1014 65 8 3280 -888 -891 -1004 52 9
10 11
12 13 14
Graph of potentials and resistivity vs pipelength
> E
m -1000 - a) ó 0_
-1500
-2000 o 500 1150 1550
Distance (metres)
A
500
-400
300
200
- 100
1980 2600
a Natural & Off
Rectifier located at OM.
-A On e -850mV Resistivity
2960
Revision 09/20/96
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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I
Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection System Loop Resistance
Ph. 34031838 Fx. 34031839 5 Bunya Street
Eagle Farm Q 4009
Date: 20 September 1996 Cathodic Protection System: Wacol to Oxley section 1
System Operating Volts: 7.9 System Operating amps 6
12
10
Test Voltage: Test Current: (volts) (amps)
2 4
6 8
10
1 .5 3.4
1 S .
6.9 8.6
; s;; },t`° ; `
#°
Loop Resistance (ohms)
1.142857
Graph of System voltage vs current.
2 4
Current (amps) 6 8 10
09/20/96 LOPWAOX1. WK4
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services CP Form No.26
Electrical Engineering Unit
Cathodic Protection System General Information Form
Project .Wa co/ fo Ox le ,5ec-f / Date 3 - 7 - 9Z
-- LOCATION OF RECTIFIER S/f PED vti/.714 600 _rte?.
NUMBER & STREET NAME: D u cte Sf Ay' k ono o S'Ir,A eel eh
SUBURB: - - .D 4 rr q /..
POSTCODE: 4o7 6
UBD MAP REFERENCE: t 9 7 R 1' .4
SYSTEM INFORMATION:
INSTALLATION PROTECTED:
DIAMETER of MAIN in mm: 16 7 0
LENGTH of MAIN in metres: 4- ,0 00
COATING on MAIN: " / S4 . o /t4 'eí 119
PRODUCT CARRIED: tAl a 71e-»
YEAR MAIN INSTALLED: l %
INSTALLATION EXTREMITIES: From 44h:149-- V1/czco /5/h / d Waco/ / ?7 E /S
To 8e..-r1 bed/se relet R 8/q
CPS NUMBER:
DATE C.P. COMMISSIONED:
DRAWING NUMBER:
H.V. LINE CROSSINGS:
FOREIGN STRUCTURES in AREA: 6 az
ff(: //C l.cV l--irre
Tleeuft
COMPILED BY
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Brisbane Water Engineering Services CP Form No. 22
Electrical Engineering Unit
Insulated Bolt Details Form
Project Vtia°l Fa 0ñ`4`f
Valve No. TP g / 6 ZO p,-pe
Date 30 '7 -g6 M so T So C 3
Diameter of Bolt
3.Z
Diameter of Flange Hole
3 S No. of Bolts per Flange
z
Total No. Bolts
6 it Total No.
Mylar Washers i zo
M = Thickness of Mild Steel Flange T = Thickness of Valve Flange C = Length of Sleeving or Coating
CHECKED BY
zgl
Revision 10/19/95
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Brisbane Water Engineering Services CP Form No. 22
Electrical Engineering Unit
Insulated Bolt Details Form
C
Project vt/a.00f t-o (27,v1 c--
Valve No. TP 1 ' A /z77
Date ...3 O - 7 - M sv .,,.w T 501tPi C 3 fri, .1
Diameter of Bolt 32 `"I
Diameter of Flange Hole 3 S-- M
No. of Bolts per Flange
h4,..1
Total No. Bolts
4. Total No.
Mylar Washers / z o
M = Thickness of Mild Steel Flange T = Thickness of Valve Flange C = Length of Sleeving or Coating
CHECKED BY
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Brisbane Water Engineering Services
Eiectricai Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project .?1. 4:. °Lt ?...g2 jÇf eo]< <. Unit Reading 7" 2 V Date 28 '8' 46
Reading Test Point I. D.
Location Swing
On -52S F H 1.4. . !- ?in,' a /a y4. 9* -/! Off - S// On -5/4 Weife)-
/Yl'fer o /Z .
k -1' 7
Off -521 On - S 32 /r1 FA/ Ir
Off -522 Pole 2820 3 - !O
On -5SZ Per,c-e Sev e:6 sci 5/LN
Off -54/ 3 1 1-4 ì.so a%Q y a. st - 9
On -5- 6 7 Fei"( r. ,... It
Off -s65 z. -2 On -11- a/ W"or
13 /-t i'm a/aY. st / Off -At q 2 ele-1"
On -44 z FeHce cj /7 N N
Off 44_ 5 -+ 3
On -46 S' Fe-n" 7 1.. ¿I -. !D
Off -1,SS On -v.Z4 Fetiae 24 EbePv"g71bh Off -S-2-1
- 3
On -S70 Wader w 6
Off -552 Me fer - 1 B
On --S 3 7 NA/ a fe1- c Off -S .Z / Mefe r z ° -- 1 b
On - -6-26 \ila71er. 1lefr b I, + /
Off -52 7 On -S,7! q vc%a,7ér
Off sC7 7 Mc fer 1 - li 1 /2
On -579' 14 . ,,
Off - gD On
Off
TESTED BY
Revision 09/28/95
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Waco f 7L6 Oc/ Sedi Unit Reading 7-Q Vol/s L4mPDate 25-8 -7
Reading Test Point I. D.
Location Swing
On -zg-5 ñe-ha Va /ve
Cnr' .5. raf%f tders 6''14 5 fer. +!S
Off -.2 Erg
On -1 0 7 wale). It 4 I
Off -/67 Melee o0
On --1,e 74, MA fe r Mtcr
C H r St Pct 7ll e deal /195w/c4 °p
off -474 On -4.24 F /,l u i1
Off 4z 3 -I
On -62 6 na EA/ ,. y
Off - 6z7 Pole 37S8/ f/ On - 22 Z Rc.f-ic Cyr 'S7I-ma 71i ealer
Off ` 22.1 N./c: /e S'óeri iig 7`on - l
On -/gS vtla-ter Meier `i q S 7ra 71 ee r -3
Off -!s z On --1 VI, F N E 6r /h9 to h -÷ Off --/ S5- 40/42 On -/ o 3 ,0, 01,.,. if Off - l 0 8 Mefer 40 4- g On -SSS Fence Off -5-3-4 40/3 8 1/ -4 On - 64 b 1viEN UPPli D i'
Off -6/ 9 Po fe 6,2, A,/ -.Z/ On - . 6,0 9 vk/ater / Off -- 5- 7 o M e4er 3 `' 3 9
On -4s6 . F Ai 3Z u -Z Off - /,cS On
Off
On
Off
TESTED BY
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Brisbane Water Engineering Services CP Form No. 27
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
Project Wa co/ 716 ,9e4:.i'... Unit Reading 7' ? V 6 4 Date 2 7 S
Reading Test Point I. D.
Location Swing
On -6 5' Fenoc Sacker Gro Lima' G,r
lpsw;e- Arc.4erAie! -S Off -ó o o
On -4c77 Poi-e, Poi-e,
¡E 1' oc Off --47'7 On -4-66- Gigtit
Pole SW u L, .2 Off -4-63 On -4-3 3 Prope4
Po
- - - u. '
- -
o a Off - 435
On -5/l Light Pt) ¡` S `` '
.
+ s Off _ s7 d On - 3/6 Wp.7er
12,-pe da Off -3/i On -473 in EA/ ñ rcLiergi:e../ol Re/
Pole 23 o85" I¢ t3 x / 88 3 f b Off -47 q On
Off
On
Off
On
Off
On
Off
On - -
Off
On
- Off
On
Off
On .
Off
TESTED BY
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Wei. ço/ Ñ 01c /e Sc-2 l Unit Reading 7 ' qv 421. . Date 3 ' ff .:Q6
Reading Test Point I. D.
Location Swing
On -5-3/- FGr,ce Transfor.vrer rYlaker.
Off -53/ 4 rv-her4/641430 vK.dy oo
On -42 S MeN 4rc4er(1s4! Rd. Off -4.37 voie A3 ogó + 4
On -4g/ FH " " +1 Off ' k'gz On -599 m em w "
Off -Sgg A /8 Po% 2 3og7 00
On -444 Lrgtif B ernovlèe St Off -444 Pole 37 Z. 5-37 Pote o On -748 L1g47-
Pc, le. `'
3 7 2. 5 3 8 Pole - Off --7c .Z
On -687 Fence P ec O Ca.71err"ng
Off -ig3 +6 On -6495 Re--f-i c
L. - - o0 Off -6425' Va/c On -51-6 Fence i4rcti 1- rii ecles «nd
Off -597 3ertio v/i'e Sf +I On - 55-7 F !+ 1.
Off - 557 O°
On S5-2 R e-i-re pac r- Pr'c R i'm
Off -55"3 \/a/ve A roh riyi eclec 4- l
On - -55 F t-f <<
Off -516 +1
On -407 Frame Só /z. Seve,ó Off -407 Ar6,r`-ted5 c90
On -6o$- Fe-Kee Thrr r><y . f,A're Cs-.r
Off -Soo /pSev/c4 /.4-roli'niedes - 5 On
Off
TESTED BY
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Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 133 of 161
Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project YJaco/ fa ox jç sal Unit Reading 7-71/ 6 A Date 22g 2v/
Reading Test Point I. D.
Location Swing
On --14 SS ex-r- HwS
park @ ì d o( Dci cìe Sf. 4. 9 Off -464.
On -34.4 Leg -707
Sev e6 //--
1J* Tocer ih ParK.Aear /PswiZr -+-1 Off -345
On -3 6e Leg 7/98
t. U -/ Off -37 On -353 Leg j k Off - 352 7/ 98Qe4 -1 On -3 Sd Le-43
Off -355 7°r/Qeor - On -1.7/3 Leg Se e-6 /T Tower Off -4-C? "7 r.. park dear Ra.,/ /i'ne --4 On -3 S/ í;e' w I Off -3714 7/99 _ S On -470 ¿el /67 Off -4 4 ó /244A-
I' . t _! -
On -33 Leg 7Reár k
Off -4.,27 On -76b R481 +neJ Rat l,,n$ A0.1?- 04
Off -7 I (-Io1 l s e ,v,Fn e.,c% -1--1
On -30 1":34111;» be- l-Wecrr S/vta // an'/ Off - 30 Pi ?e Large Goa./ Passfis o0
On -g 6o . Goad i'rec- 5»,,.a// Posfs d f Off -g 6/ /905.6 arto/ ¿o05 ;n Groun.e t i On - Sgz 6-0*,/ Lctr9 e o@ A/fh en cd.
Off -092 Qo5ß o0
On
Off
On
Off
TESTED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Wa o o/ fo Oxiel,,5ec71 / Unit Reading 7 "? V t? .. Date z /-e96
Reading Test Point I. D.
Location Swing
On -SS" 3 NVic Ile r 74 Sfa 7L/ '6, Pr Rd. - 3 Off - S s b /11e-r"
On -5'03 Refìc Chr 1¢artng/on Ai, 4f.
Off - 5-03 Va /ve Sf«.f, o' .1 Ra( oO
On -/t14 vtlafcr l 0 Ha r t'r1 TI-o r o0 Off --/-s-2,4 "6-71-41-
On -4-o5- F N zo I. -z Off -4d3 On -3 S9 4C/aTfr u i.
Off -3 $'9 Meter bo
On -7 / 3 Fei« 2 9/24 " Off -7/4.
i-/ On - 4 6 3 UV 61-4 ".
Ma.7cr U -,
Off -4- S 4 On -4/ 4 F H - Off -4/S On -4 8 S 1n/a. fi h
Mete t, - 3
Off -485 On -43 P ti , 8 h
-4-6 o o
On -3q4, vt/A, fe +.
Mc-1-er Pa r%< 0
end o te ri D v e Si I ..
Off -3 y 5 On -82.6 K c e 0 Wcci-G I- /N e-/-e r -/ Off ' g,Z S
On -435- Po we r 30,4"4/ 5-Q,-f-
rDa r 4c. -/- 4-
Off -43 9
On -.41 Z Eq r/"l+ %D (1,1 B/o ck Off -4. .Z
$f z,, %e ec
On -444.q Tar civ6 Youse Off AL-57
-I- g
TESTED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project Yr a CO > D,t e Sec,/ / Unit Reading 7' 1 V 6 A Date 20; ` 6
Reading Test Point I. D.
Location Swing
On -3 84 A/afei- Me ter
$ N a r I. Ai 51on o0 Off -3 $!, On - 395- P El
G 4 '' 00 Off -395 On -lfg / `Y1 EN If 6 Off -473 7 /84.
--8
On -46o Wafer C..r Stra7r edeti aH9'
Off -,[FS2Z 41 64er IfQrVng71-oH - g
On -33Z w,fer ivli°r f- 3 D ti cf e Sf f 3
Off -335 On -3.23 1,i k %A 00 Off -3 Z3 On -5z g A/a7/er
al e.cr 3-1 t. -13 Off -So$- On -S/ / Wex7Lr ti Zi Off -503 Meier - $
On -49 6 p 14 27 o0 Off -496 On - /,,¿.[f Fe,nce 209 - I Off - /23 On -.4 o \A/aicr
ef
Off -4 oo MeJLe-r q
00
On -- 5'".Z C)- Fei, c e
Off -57c¡ 17 --1
On -3 gS \.c/«f-er Cni- S-1-airón Rd Ducic
Off --3 g ó 44-.e71-c r 4- /
On' -S,Za F1-f N t, if
Off -S,ZD °° On - 62 7 /= em.OG 6 6/° Sirtii én Qd_ + 3 Off -630
TESTED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 136 of 161
Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project aco/ 7Lo Ox /e% Seat! Unit Reading 7- 7 V 6 A Date 12 se -rjó
Reading Test Point I. D.
Location Swing
Ón -63y Fence 85/87 Ducie Si- 6 Off- -633 On - 44 7 b4/a7Le' g 7 ``
9 Off -4-38 me-fer On -396 ME -^' ,, LI
Off -393 Pole _3
On -424 1./1/a7Ler -7
H
Off -420 e e-fer q
On -6/9 Fe. el ce Gn} SfrafLictìraY/Dvcio Off -d /9
n On -407 bt/a.7Ler
Me7er 9 S Sfrañ a.,c% o0
Off -4f07 On :--1425" MEN
N
Off -/,-z S /} B c.c.
On -4.Z7 Va/ve Gr.;,- S-{'raÿ-haìrd. anG! 06-- - Off -427 ecke 1-lar/h 5 fon On -4L--2 vt/afer
e--/È-Y 9 6 N a.in g fo., b o Off -r¡ z On -S3d F 14
ci 2- u
off -536 On -6z6 Fence
S4 ti +7 Off -433 _-
On- -463- v./atee. k . 0 0
Off -4 6 Mefcr On - 4i88 Wafcr 7 6 I, ocs Off -4 8 S tee:1-er
On -1143 F H " ,,
Off -4-3 0o
On -4 7 3 Fence 6/74 il
6 Off -479
TESTED BY
Revision 09/28/95
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project\ co /{,o O /e.c f S'e c7 / Unit Reading 7Q V 6 Date -e- d
Reading Test Point I. D.
Location Swing
Ón -753 Fence .2641f Jervi's Sf- f/ Off -7.54 On -3o7 F H 18 il 00 off -309 On - 325 vA/a.ler
Afleter u cc - /
Off - 324...
On -3ó3 vJcater C.tir /psw4cy/Jer-v<« /?7 efer - 1z.
Off -3 5/ On -333 -
g- H ... K 14
Off -33 3 00
On - 33 2 IN E-i/ ,..
Off -31 9 Po tt/er Po% - 11,t-
On -Z.4 \et/aie Park Off -2.2 /4c71er Jrv/s S7~ -Z. On -So S 0V1EN D u cr'e S f Po le Off -477 / 3 0 9. svpp4 Rea-f.
On -S88 Feh ce 5-1 O vcìc Si- -/ Off -597 On -5-64 vt/al1er r,
Off -5 64 iY17<er o0
On -37 8 rc bi It
Off -37 £s' -- o0
On -48,6- vti47`ek Li 6 Off -4 86 Me7<er
.
°O
On -4 75- ,c y -
._. 7 S N 00 Off -4.-7S On
-4. SS- W«,1Ler ti u
Off 4 S'S M ei-er 00
On -6 °9 l e.Kce 7 .i/7 9 I, - / 7
Off -- /t42
TESTED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 138 of 161
Brisbane Water Engineering Services CP Form No.27
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
Project Waco/ fp Ox i-1., sec-III Unit Reading 7" 4 V 6 4 Date I9- 9 - 96
Reading Test Point I. D.
Location . Swing
Ön -3 SS MEN 67 Sf-rafLjctìrci/ St Power Pole - 3 Off --355
On -4oB tvfEN CAP' Sffrvfhnaver st Off -4o3 SfrafLi a :rd Pole [ q 3 ó/r
On -47s F H t, -t- 1
Off -47? On -37g w«atie.^ Z7 S1-rcz-f1inaver Sf o 0 Off _37g m e7ir On -.ú..ZC A?En/ pole 62/43 `' ...-1 3 Off -4i3 On 769 tcrrct -7Sq. $"ra"-AnaverSf --z Off -7447 On -/,i-d o F !-f tá "
Off -4 6 o eO On -4 6 Z wail-u- w _ _,( + ( - Off - Lc. 6 3 1V1ecr
On -.5 -6 8 R e 7l-i'c c.H r .i e r v! S oing'
Off -5'6St V e . /ve girafl h 4 ver Sfs 0o
On -366 p H i,
Off _3g7 +/ , On -26s w041-cr 4.g Jervts S+:
Off -- z6 z -A.11zr _
3 On- -4-5-5, - - ., -
4- z ai
Off . -Ag- 6d y {- 1
On -527 Fen cc 4.19 /3 u .
Off - SSZ/
On - 433 Wa71cr If
Off _ 3ql Meet 3ó -4 2.
On -432 u/«,-fzr z g Off -it o2 Mefer
TESTED BY
09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 139 of 161
Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project "ICI c ° to Oxley Sec l Unit Reading ..............PS Date 28 - 8- ó
Reading Test Point I. D.
Location Swing
On I -620 Stecl PoS/-
Pwr.% SanaHa.,clg Sf Bas4Gf &a!/ GacJy-t o 0
Off - 629 On -785" Vcave orP Pole 6t318
SonanccNder Sf _Zga Off --SDS On -960 ni EN Po /e 6 Z 2 tsg Qar/ X.
San4ti c..-rdel S/- + 1
Off - 9o/ On -äej3 /7 EiV Po/e ¿ Z 2 . ? Forlegr- po Off -g93 On -61f1, M E/v Po wer Pole FoY+ge 4
60 Off -64q On -625 ecartLi
Sfa{ B MX r Ack
4 Glos 4-2 Fo r Off -627 On I -47/ uc/wie,.
Pipe. K 00
Off I -47/ On - 657 3u°/g°S
Veine/ - 00 --
Off -65/ On -36/ Eabsri`3
$l-a/+c/ I. o0
Off -36/ On
Off
On
Off
On -
Off
On
Off
On
Off
On
Off
TESTED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
Electrical Engineering Unit
Cathodic Protection Interference Survey Results Form
CP Form No. 27
Project VÍ/el c of 7'v O x /e Scí Unit Reading b A ",PS Date 2 9 -8 -9.
Reading Test Point I. D.
Location Swing
On -34 Fc.nce Sanc.nan4lg Si'-. Oo Off -3 4 Se w ero g e P/5741 -
On tS4$ %aP ,. I-/ Off -3;4-9 On -4-/s iyt E.t/ A,r 6freaku- Po/e Off -4-/5 6/843 00
On -4-z Pipe P ;Io e o. c. s^oss Cr`-eck
Off -4-ó 2 $ cz eg a vra n d a St. 3S0 op b° On - l'=c,+ce C.nr Mav-Ic ti4.' .3e-
Off L6$6 -VD6 SaHQ-ng.H c l4 S f- o0
On -3g3 ,y u o0 Off - 363 Or1 "-3 54 w 4.-be r 3-.4 Sc1 n a h cz n c%1 S /` Off -3 5-4 n/le-fcr bo
On i -484 _e, 4 6 " ©o- Off -48/t On - 65Z -hc 4_6 Off -656 oc,
On - 349 waft.r 24,4 u
Off -31ç w fcr ' °° ' On -/ 22 wcz tc r Z w co
Off -/.ZZ -Md-ce On- -26 s- NA/ ate.). _.
n, efcr /S .. 00 Off -'.Z6 5 On -22 / ME.t/ f.ni- lp su, /c-4 c,a Off -4,2.3 49/2/49* gel H a n ç rr da Po lt 32/5$ -l- 2 On - 38 c/ 41- Po te Gpp,r /Psw /c, and
Off - 3ga 37/272 J4rlanaNCicY 37/27.Z + I
On _40 5-- s4 e-lfa 6v5 S71-0/, opP Off -4aS lg Sg,iaafr,a,v,da .St do
TESTED BY
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Brisbane Water Engineering Services CP Form No. 21
Electrical Engineering Unit
nsulated Joint Testing Details Form
Project 1A/01 ca/ to Ox le S-edi Date o - 7 - 2,4
DESCRIPTION
MAINS DETAILS: LOCATIONS: SIZE: MATERIAL: COATING: VALVE No.
IN GROUND TESTING P.IT
Waco/ Rd F l S u B D [6 70 /74 5 GL
/Y1Jh-G i-y f=uS1oN ho.ro%y! P%st/iylena A [277
BOLT TO FLANGE RESISTANCE: NUMBER OF BOLT: FLANGE TO FLANGE RESISTANCE: INSULATION CHECKER MODEL 702:
1=14+ __QP s'ireaks,7
>Zóo-2S 32 60 s
POTENTIAL DIFFERENCE TO REFERENCE CELL:
PROTECTED SIDE: UNPROTECTED SIDE:
ABOVE TESTING
-/3 87 7'o euCv504f Ce-// ,. t 3 4 3 ro Cv S 0.4 Ce!/
BOLT TO FLANGE RESISTANCE: NUMBER OF BOLTS: FLANGE TO FLANGE RESISTANCE:
COMMENTS / LOCATION DRAWING
Revision 09/28/95
Defa[l A
O e4 pass
4 v
6ymbo!
Joint:
TESTED BY
a
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Waco/ fo Ox le% Secf I
T P Location Wo /s74o n R d
Mains Size /6 70 M S C L
/47 F/S Date 3 o - 7- 7ó
TPNo. /
TP Type ...a tB
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
WWI Ss7'ern
o
Q s/Q e Wirl, insu%aih .
0-0/ +l S/ -9 7a- - LLz 0
RESISTIVITY ¿.Ohm m +r
RESISTIVITY
RESISTIVITY
ó 77-p0 Du cíe St600mscL
.$rishqne Wafer Sysfem Wo/stan Rd un rorme d
IX zn Ref'
o 167o m saL Ape Zh ReF .
connecftoNINSTALLED BY
Revision 09/28/95
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Brisbane Water Engineering Services CP Fora, No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project \A/41c0/ h> ox Seof /
T P Location WO/SfO n Rd 197 J/S Mains Size ! 67° m s c L
Date 3 o - 7--76
T P No.
T P Type
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING - MEGGER READING 7 6
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
5
C
Oo/ +.2./.. o -- a- -064-
RESISTIVITY 9 S o! m
RESISTIVITY
RESISTIVITY
Wo S'foh Rol Un Fo rmed Cq4110clt Clorr ec.-11-ron
scot, Zh ReF /.5-01
oTP
INSTALLED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
CP Form No.18
Project 1Ng cd 10 Oxe, Secfl T P Location .WeI.s1:2r1 R4 97 mI Mains Size ! ó 70 sn$ c-
Date 3 D -7 -? TPNo. 3
T P Type
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3 PIN SPACING MEGGER READING
/07
COMMENTS / LOCATION DRAWING
RPL
WOl sib h Rd Uh FOl^ Ill eci
0 0! 4-3 4- It-
9 / -1163
RESISTIVITY /._óh m
RESISTIVITY
RESISTIVITY
Tf? O
6
AV
o
Zn
INSTALLED BY
Pipe a
.7
Revision 09/28/95
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Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project 1N..a ..ta 0 x)-&% seci / Date ...3 O - 7 -96 T P Location Sana.Z anaka Sf / `77 N!6 T P No.
Mains Size / 6 70 iv; SCA. T P Type 13
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING . MEGGER READING 97 TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3 PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
RESISTIVITY /a- ohm mfr,
RESISTIVITY
RESISTIVITY
Conc,Ycf, Co$S/OH
INSTALLED BY
gct ri'c/ge over
Road
Revision 09/28/95
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Brisbane Water Engineering Services
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
CP Form No.18
Project lit/ aco1 fo Oxlec( Sec+ f
T P Location Cent" ci PYI /I / T.9 Q / T P No. 5
Mains Size / 6 7 0 rn S C L
Date 30 -7 -q
T P Type $ tSdver dlo i ide on Sf-e-e/ CQssioh
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING
COMMENTS / LOCATION DRAWING
Pak í
Fence
0 01 f33 g -832- - «6q
RESISTIVITY 9°/ ohm meter
RESISTIVITY
9i RESISTIVITY
3
.cn
CaSSlOY1
Cenfe;hciry Hwy
INSTALLED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Wa co/ To OxIev Sec-f 1
T P Location boc/e St 7 16
Mains Size / 6 70 rnscL
Date ..Q -.7...' .T.4
TPNo. ?
T P Type Co upon
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING MEGGER READING
/ -3 -33 -/ o q
2 n., RESISTIVITY /3 o6, n, mfr
TEST NO 2 cn PIN SPACING RESISTIVITY MEGGER READING ái
v TEST NO 3 - PIN SPACING á RESISTIVITY MEGGER READING
COMMENTS / LOCATION DRAWING E6rington St Cc,fl,ode Connecti on
6/670 n, scL
+PfrepYCpit I op o ,4nodes
Ì Slopins /Sank
I sloping Bonk Adptt iQec7iPier b co..por, 1.-2n Re
4 6o o msc/Pipe
Dvci e Sf INSTALLED BY
Revision 09/28/95
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 148 of 161
Brisbane Water Engineering Services CP Form No.18
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
Project Waco/ ib Oxlej Secil Date 3 0 -7 --71
T P Location .4- rc4 eel ..... ... 61.1.$ T P No. 7
Mains Size b70 T P Type B
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) 0 o / ZINC REFERENCE TO PIPE 4- Z56 CuSo4 REFERENCE TO PIPE
Z2 ZINC TO CuSo4 t_
EARTH TESTING TEST NO. 1
PIN SPACING a.. RESISTIVITY ¿5 oti, ,itj- MEGGER READING 5
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING "
COMMENTS / LOCATION DRAWING
Ipswich Side Rd
RESISTIVITY
RESISTIVITY
Pen Ce TP 0 '44 5-1"
pswic4 drytcled Rd -
Cass fon Tunneled Under. Rd
INSTALLED BY
Revision 09/28/95
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Brisbane Water Engineering Services
Electrical Engineering Unit
Standard Cathodic Protection Test Point Data Gathering Form
CP Form No.18
Project WA CO! fQ ...........
T P Location SePhougi Sf /991319
Mains Size / 670 MSC L
Date 3 0 -7 - 9
TPNo F
T P Type B x 4.
POTENTIAL TESTING
CATHODE TO CATHODE RETURN (RESISTANCE) ZINC REFERENCE TO PIPE CuSo4 REFERENCE TO PIPE ZINC TO CuSo4
EARTH TESTING TEST NO. 1
PIN SPACING .Z. MEGGER READING 9
TEST NO 2 PIN SPACING MEGGER READING
TEST NO 3
PIN SPACING MEGGER READING --
COMMENTS /LOCATION DRAWING
-OS t1 !t0 -77 4 -944
RESISTIVITY /o4 04m mf'r
RESISTIVITY
RESISTIVITY
Bern oulli st
-Cqt6, ode3
CaAoa/e/
valve. noi eT X i5ola-h n G +., bo/ valve- - ..._
Y
-. . X
.
H
C«fl,ocle4 00 Ppt_
Z, Rer
1 - 70 Pipe , - SZ
C af4 0de .2
APL cs r INSTALLED BY
Revision 09/28/95
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PORK 3r 207NC
EXII371-9G J17: /0311E RIVER to
r2134K 3tArei 1.Aail .70 us EiefIATZTER SY TiG an/COPAL PG= ro NE REMCNAL 71-G SOLI,- 3ALAIt :N
; VCISTITKS 21.2O0 AL./E.
A..:
iTJA
10 R93.3 IRE32-11.1 r2556.SS3
vaseseser
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21° BEND 1E15545.3661 1 1 . Z. i N2832.524.
/
\ __I E6365.2251 N2833-163
OR DiETALI -S OF Exl3TO4--% CH. 0.000 PIA6wcow REFER WANING Ay 6o,A49-w1la3P I T NTINCDP AL I ammo 0EAOPLATE TO ESE REMOVED ST THE t PRINCIPAL 114 DM MOT RE aumeo AND I REL0CATED TO 212e0 vALvE Ar Mammy; I STREET. CONTACT u,.. 11ERv PAM - ¡ DARRA SUPERD4173084T - Rot.3755115O.
6470 M.N. 9RANC4-I Tgpoil
6114.0v0ALAIRVE PVTTALVE
REFTR SHEET 18
C)4. 180.143 t csioo Am3
CONTRACTOR TO ValDRE Tsui THE .6011 L 91200 im_yes AT 3ERNoia3.1 STREET ARE Ut RLADE PR= 13 19G ADOvE WORK :*NC.
-ø300 SCOUR ?IT RUER SH-T 19
"-IS1208
PLAN SCALE 1 SOD
o-- flitaczr.. 7E,
7.91, -
STORMWA TER
E- ELECTRICITY S SAN SEWER T- TELECOM 6- GAS
WATER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900 TEST PIT Ito. .O
9900
TP '10
LEGEND
01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION SONCIED POLYETHYLENE COATED)
IMPRESSED CURRENT CATHODIC PROTECTION
1E6684.4131 I N27.6 9S7 CH. 343.57.4
SOCKETS FACING SOCKETS FACING SOCKETS FACING
WOLSTON ROAD (UNFORMED) I
.AA
7.47 - 2
--4 -- !--z F., lest! o <01 41.t.a CC.
..:7 :XS3Q":/"..: i(":112 . 8:
A.00 . . ; d -
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. .
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wORC 3Y ,IS0SCIFI.t. 1
.,..4 , lkl.NE:itELANON Nia ; re.Ascm
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z I
3'1
:21 ! 30. 3ELOw AJ. 147U1,1 I j
2 O
3 3 34.3 22, I
5 P
EXISTING SURF ACE LEVEL-- PROPOSED ROAD LEVEL-N,
,
:2 4 o S u..22 uC.:S3 1
;71 t DEPTH TO PIPE INvERT:j
INVERT OF PIPE
al 1 01 7.1 I
0.4 cc, i
1"-!!P 24 tit 6i i $
1 :1 I
! SURFACE LEVEL a 1 .
i !
;;..9 $
i
61 :
;II -; I
PEPE CHAINAGE
1
- 3,1
LONGITUDINAL SECTION
CH. 0.000 - 343.S74 SCALES PORISCNTAL 1600
+IRMA- :400
S 3
, !
S TO :I
SCALE OF ETRES
1.509
NOTE
I1111 SRAw; . VITAI
20=145N ;Ail...7N .0 32A.5123:.
No -.?3(3035,-7.
STANOAPCS -72" . ANO =ES .A.N3 ae...EVAM .UTAGRIT7
73!E Z.71:04C7C2 :03 srE
:7= 0 lal.10 7 7 :7AVIINGS ,CT SE SCALE.O. : ANT 2=MER.,NT-. _Sim:..t. SE
suPERINIENCENT 3.STC,IE NoRN.
35 'G SuSSITTUTE rArVIA1.3 13NN.... 05 ...SEC, A CDGKI -PE APPROVAL 1- SlItINTEN05.M7.
Gi3 134E C:INTRACOR Sews. ANNE ,INSELF .7ULLY =AvERSANT »TN AL:. EXISTING 12125 A3 STRUCTLARES 3.0.:XCENT -- rWe O X.R0 33.1.L 30 nsaivausu roa AM DA SAA 73-ESE SERVICES APO
gr.RI-WFI :AM DE,=.1251 3F . - 57 ALL NOR( SNALL SE SAGGED. o.it
=399-ImosE -.am THE SJEINSI-ANO TORKPLACE 3EALD4 AND SAFETY :CT. REGULATIONS .0 annalics.
GA POD MIA:Ls .7.F 30RENELE t.T.23 4E0E0 TO rwE GEOTECKvIcAL "En= OINTAINF-0 114 eTRACT OCCUMESTATZ.N.
G9 NANNOLE COVERS AND SPINDLE 30X23 ,,:a Au. AALTE PITS SCCUR PITS. AM VM-VE PtTS. SALTED Pas. sitALL 3E SI.0.LEED Sy TIE 2004Z.F.4-
P,PLVM Pt INSMATIED ..CLT U,S.-me0 GASKETS
SHALL sE ;Fa TALLM AND TESTED FOR ELECTRICAL INILLATION ON ALL TI.ANMD ERTNoTES INCLU30N3 90ICTS.ATIC.9 =TINECTIOlai. SCOURS ANO AIR vALVES.
P2 1I0-223 crruemArsE alozzATto 3.040,1 SLOCKS SHALL 3E UNTEINFORCED.
03 T'MPTAL =ATLV33 ARE NOT TC SE REMOVED 3rli53iX FITTINGS ARE SURROUNDED CR COVERED IN CRETE.
a. NO REINFORCENENT Ts Ta SE *SLOW 7C SR 'AARE CONTACT WITH TNE PIPEwORK. i
PS 714E accs Am) szavrcEs 0nA304 TO EE OIINTACTED PRIOR ro 340CF11-4-1NG AREAS wNEDE CATNOOIC NvorECTON 1EST POINTS OR OTWER A'GZ-ITIES 70 Sei INSTALLED.
7 I NG :REE! 30 2ENOVED N(TRour 71.2E APPROVAL 7S4 SUPER00YENOP47.
m.4 IN C.CNS TRuC T /ON CET A ILS; C.A r E , 0.112 "OprENCEC 'ORAN_ETE0 ,
o:330 133C , OA 7E I
AJABACi.eITASSE TOMIME PIP ¡PAWLS;
AAAEVOMEIT & SSUE ge,va
ozsaA owcrol
Z31.1e 1 CATE
=r5TR=111N AlITS,V09 IO:FiC7CIR cf 3CEECTCR
OATS CIATE iC.AM
CESISN I S.s. iOCr I rgE6Rola1r?/1 i it
0i S.S.S. ocr 13.3=13/6....
mu= rEY RSISA
2-Ks I N.G.:- ING9 1AT 791x/i.
A.M. OARA.4 saw= CiED PLE
-03 PLE
34137002
73705/54200)
L2.4
SttliAhE CM( cati DeARD412.1! OF WATER G.PPLY & SEWERAGE Ft.srwro a =lad
PFCLECT
MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK mAIN AMPLIFICATION TotE W ACM TO OXLEY SECTION 1
1670 DIA. MSCL WATER MAIN PLAN ANO LONGITUDINAL SECTION
WALE A3 Del. INF 2 CF 20 "eETS
CGAN990 1A4e43.
486/4/611W7082LI9J 5 2 io :6 io .,() 3, so 10 00 :00 U0 120 ,..30 1;0 ISO
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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Nose-. ES 77.7.23 I \ et:2722.47A \
-7e:7 7:7 - .3 at-ZNeo 77_477PLeS..-711:7,7.
e c Apart, I' 4
gsgog - or.iera..ceZsee:AL Ze.61..-kome goa 3040, CRaK.
7935 ii960.117 N26.33.131
! ;66 84.4131 W1274.6.957
CL 0470 M.H. BRANCH
TYP*1 =ITS at. =ma PIPE
30. BELOW A.H. DATUM
i DEPTH TO PIPE INVERT
\,40 ̀ :6 '
3470 M.H. BRANCH (Baited Type) DI PIT REFER SHEET 18
0.300 SCOUR PIT REF- SHEET 19
(31209
0470 M.M. BRANCH (Weidewi Type)
PLAN SCALE i. Soo
42° SEND 56847.876 N2646.36S
CH. 535.34.3
?OINT:
;2'
To \
01670 MILS STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED PCLYETHYLENE DATED)
\\
56979.0141 \ (N2670.472 1' OH. 668.731
0= =
-...7.T 6
P
A C-P. 7900
4 7P 10
STORM WATER
ELECTRICITY SAN SEWER
TELECOM
GAS
WA TER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900 TEST PIT No. .O
LEGEND
IMPRESSED CURRENT CATHODIC PROTECTION
-=--- SOCKETS FACING I SOCKETS FACING SOCKETS FACING
SANDY CREEK WOLSTON ROAO (UNFORMED)
2 3 ;
70 IN.34
coNc2.sTr.. fs.1.205.; SURROUND
_ 5 rc Z
- Tr:E= L75 -=4 22F., cz,
t, :, z
; v ,
/ ,
- - 1
i !
777.4 itrIn I Igio
...7"; ; I
i 1 3 1 3 . n 1E- I I P.70 ' ... IIS'AIP IZ7
NA4.1.14....; ....- ,.?.
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N.N. I. 0..f
i '4"4 ;,,,Ierial 4 isam14.44 ea.2M
.ZI
3 1 3 N..3 7C
1.7.8
CO
EXISTING SURF ACE 7LEVEL
-PRCPOSEZ, ROAD
!
11 3 L
INVERT OF PIPE
SURFACE LEVEL
PIPE CHAINAGE
IE
- 17,
15;
6.1
I
VS I
I 11 I I
11., (Ill
1 .1 cl a._
-17.=...
CI
j
I 19
t 21
4
P
I !
4i
oei
I
LONGITUDINAL SECTION CH. 343.574 - 668.731
SCALES NORLIMPITAL 1600 NIENcsAL :SOO
i" 10 20 20 l 50 10 70 90 100 140 120 130 ISO 160
i :a is re
SCALE OF METRES
1;500
NOTES .e:rwc-Paf
CI Nis SNALL :E
2.7-7.777.77.722.1
22 LLL 17EZIL.15 74:1 CZIlI.L .
SE 0.-.
-77 -.2=0.W:E :ITN 7E07.E.4NT5 3 7PE SIAAADAROS LLEIRALLL SAEC:P:=A LAC C=Z3 ANC rNE 37-,,Aw5 cc la.EvANT 2.1.10_:ING .G.777LOR:71-.
G3 777 comeAcrea 9111.1. ;,ERTF- SIHEHSIOHS Cie SITE 7PIOR 7C aft. =1315I.CTIGn. MANGOS !NALL l 7E
A7. OISCREFAL.C7 3.2 ":72-2.2 :NE CUAERDerENCENT A.V05E PROCE:DDEJ NITN NORP.
SS eS SULITZTUIZ NATVITALS 4.rweir L.77770va.. :7
RDERINTErCEAT.
Go TIE =ierzcme SHALL. N11E 71,72t-F VSNWERsANT ITW C. EX:S7IN0 ¿./I5 .0 sTRuCTURLS
AO:ACENT 70 7.7 3-TE .HE :0Ric 5.441..., 3E PESPlisEML.7. 7.7.17 Ayer
ZW30-.. ne.TE 5E73 Al.:: seam-moo CARING :re ZOLOISE 2 n-E =NTRACT.
G7 ALL NCIPE SMALL SE CARRIED 6147 IN CCNILLLUCE ITA ras 2.LEENSLAN0 eeCCOONJCE NEALTIA ANO sAny 1C7. aEOLAATIOALS AHO GUICEL:re&
as no OETA/I.3 CF sCROIOLE LOGS P.E.77.P TO INE OEOTECANIC.AL PEPONI CINIALNEO IN ne CONTRACT COCLINENTATION.
.0.E COvERS .0 SPINDLE 3.CxES FoR ALL NALVE PTTS. SCOUR PITS. 416 ...Lye pin. seil_roo .mogeOLE 773. DUA.s. aE SLAPPLIZI ST 76E
PI, MU-ATM BCI.T SETS .0 GASKETS SHALL BE WSTALLED AM) TEsT=_c FOR ELECTRICAL WILLATTCH FLANGED SRAncieS Lro&LCIAG RETA.ATIOre C3eC73310. SCCUR3 AHD Ast ALvES.
P2 I1;LE33 °SAMMIE DOWATED AncreOR SU= So.u.. 3E 3RE04FORCSD.
PS (XTEiM. 2OAF'3 ARE T 7G c.E 400K0 OPEPPIPUIPIMORK .717171G3 eRE SURRCureeD 36 COWES III C.LPSCR.ETE.
PA 70 REINFORCEMENT T3 TO SE 6E43E0 TO OR MAZE CONTACT WITH 777 PEPEWORK.
PS 07 3=7 NEUE LAG ELEC. SERVILES SRANCJA 70 SE CONTACTED PRIOR TO SACcF.I.1.21q AREA., ...ERE CATH=IC .ROTECION TEST POINTS OR 0114ER ..cm:TM ARE 70 SE atsrau...zn.
71 70 TFeES 1551 BE PEMOvED C:17-7.ut 1570O504. 36 777 SLVERINTENGENT.
MAIN sOONSIRUCTION ...MET* IL S4 017E ;Nro cc...eece iCAPLETE0
I207/ATUSE ;DATE
I
pOSATEI ..00.84I EELE TCessE FCR INTuLs
AMEMMENT & SEUE REGISTIR
L1A.C33; I CIRECT01 CF MERIN
:ATE lOASE e
cFe":"JI CF Ir 1214 CF ,CFECCO.1 CF a...4 =.57a.C1124 146. . SERVaSia:SWILIYInea
I=TRElfra,
CATE lam ioAer
m313..1 1.3.5. ICC: .4Ple 0.42'?3'is.7d°5'..'54,
0114.7.71I &S.C. icier .949,,,,"=tel--.
TPACECII I
j WHEY ,.., . All
3-Kr. .G4.. ICI Fe-D
tkli DATUM 13.RAES60
RTE IC 16A70113
.03 FIE eAS (71705/S050
ERISEME an, =NCI DEPARTMENT OF WATER APPLY & SPWAGE PLANNNO L MON Ensfai
RFCLECT
MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION Trru WACCL TO OXLEY SECTION 1
1670 DIA. NSCL WATER MAIN
PLAN AND LONGITUDINAL SECTION
SCALE AS DONN jW 3 CF. 20 9.ETS
c!Fwee..a
486/4/6-W7083P AAA3,C1
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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y .93S E6:900.917 v26611.1.1.1
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LiE6979.014 N2670.472 i
CH. 668.731
4100 A.V. 1 M.H. BRANCH IN PIT
I REFER SI:=T* 18 oi
.4 MI
c-51
i 0470 M.H. BRANCH-. :92t (*.Wei Typo)
69 ,
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R.P.A.
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E7303.402L2 I N2730.103I OH. 998.449
- ELECTRICITY cororocnore. SCOURS .0 vALYES. _--.; S- SAN SEWER P2 UNLESS OTHERWISE INDICATED ANCHOR I -- T r- TELECOM &acts SNAL.L SE uuREINFORCEO.
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ALIGNMENT Ps 11.6 3CCS NECK 199 a-Ec. SERviCE.1
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LEGEND .1
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- -STRUCTURES CURING rHE MURSE OP :NE ODNTRACT.
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Wrath:ED IN THE cootopc: COCUMENTATICN.
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981_3E PITS. 3a.751:1 m..01.E. PUS. MALL 3E SW SY n£ PRINCIPAL-
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i
1
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o = = STORMWA TER PI TNSALATM SILT SETS ANC) GASKETS
3531.1. 9E !M5TAU..D 30.5 ESTE0 ;OR ELECTRICAL INSULATION CN AL. FUMED aRANCHES INCLLCADG RETZ=4.... ATIV4
DAPRESSED CURRENT CATHODIC PROTECTION
SOCKET FACING SOCKETS =ACING SOCKETS FACING
WOLSTON ROAD (UNFCRMED)
ZZ
- :1- - ° ;
7.:
7PRORMED ROAD LEVEL
-STING SURFACE LEVEL
TE
no BE OW Â.. DATUM
37Ci 4.00 mx
-3
! 9 t ! NA. 09 :1 5' 3 x..70 70 YA.3.0 !
;
1
i
.1 : I I r
NITA 013 0300-t. NMI 0470 I sccao
MX &L.*. BRANCH a ;
i
\s,
:0 3 1 5 3..13 11 9..92
!
I
i
DEPTH TO PIPE INVERT I
7 1,1
. 'NI
i t' 1
01
;.3
INVERT OF PIPE ita
io
=I 01 7.1
cie exit.
-
4; ! Ci .1 41 .11
74
SURFACE LEVEL
! I
! ! ;1 , ;21
I. *1 j I
21. , 1
t 1 1
RIPE CHAINAGE
1 1
1 Cf .; 1!!
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ti .2! it °.1
; I
LLGITUDINAL SECTION C1-1. 668.731 - 998.449
SCALES HORIZONTAL 1400 VERTICAL 14.00
s o S 10 5 32 29
SCALE OF METRES
1 ! SOO
itadta :ONSTRI4C7T.C= 4_,E,ArL5: :USE
I C:0..EKE5
f Stem n.74E 103T2
ocr_ve ....ea.ewr,;s3k4 1-0.69.2 Eva. asalk.5
AWIENDleir & SSLE REGSTER
sNAPNGE OF,"-C19 CF 3=139
a.ara
a,EC.771. CF ICFEC5 O1 :CFMTOR 7 We.. =sr:Az:a, ,us E. SERVOMICF199.- ATENSANS
=MITCH
310 :CATE OATS
css-sci°!
513j 3.3.2. !eG: . "" 5095
C-Nr. to3V Fe-D
A.A. ;DAIWA 3.FivEYM
CACO FIP HCL
R.9. PC :99900/51200,
rT- mszAte CTY DEPARTMENT OF WATER
Zdftg armx & sepietAGz ...A.493 6 3ME. EPA5O4
MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION ITRE
WAC01_ TO OXLEsf SECTION 1670 DIA. MSC.. WATER MAIN PLAN ANO LONGITUDINAL SECTION
SCALE AS SCI Ire 4 CF 20 SHEETS
CFNAN.13
486/4/6-W7084P O
o 10 30 CI io io 70 90 100 410 120 ISO 1A0 150 150
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 153 of 161
C < U.=
OP A937 3-137721S Y671.3.734
La. 9933
S
10-
E7303,40 N2730.103 CH- 998-449
30. BELOW A.H. DATUM
49
i-----i WO,LATON
TP -- (2a
I I--- 0100 A.V. & M.H.
lir
BRANCH IN PIT REFER SHEET '18
L-41280
.POSNTLTAriza
N
ism sEwep usaic .Acss
s
TP a (UNFORMED) . TP
al
0470 N.H. 3RANC-1--.\ (Wided Type)
PLAN SCALE SOO
o- STORMW A TER
@,..ECTRICirt -s E-- SAN SEWER
T-- TELECOM
6 GAS
--1 WA-, WATER
REAL PROPERTY ALIGMENT
owl° SURVEY CONTROL POINT 9900
TP .3 TEST P /T No. LO
LEGEND
01670 MILD STEEL. CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE COATED)
1==
LJ42.O58t N2792.357 CH. 1342.753
SOCKETS FACING
DOPRESSEO CURRENT CATHODIC PROTECTION
SOCKETS FACING
WOL S TON ROAD (UNFORMED)
(A 1280 \..-, i a: I
J,_ >,--.) --- ...i= Z i ..., 1. at
. - _4,- E E
= a' I - c T.
.= ;:. -i-,
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I
I =2-
I8
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N
WOLSTON ROAD (UNFORMED)
DCKETE FACING
-PROPOSED ROAD LEVEL 1
1 r-EXISTING SURFACE LEVEL
i
.
3 1 i
WIN 9.70 M. 0RAK:14(
i I
DEPTH TO PIPS INVERT
INVERT OF PIPE
SURFACE LEVEL
PIPE CHAINAGE
I=
= I
!
IMO 01
I:I :74
I AA
;
11; -4 .44
at gi
43;1
r
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!.:1 .4;
7.1
01 .5 ti '
ji 7, 1
i
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-1
I
,1,'!1
- -
LONGITUDINAL SECTION
CH. 998.449 - 1342.753 SCALES NORCZONTAL 1600
TER"... 7.500
s -a s m s m s . , , .
s 0 L.0 5.0 so 70 90 100 3.1.0 120 130 140 ISO Lio
SCALE OF METRES
1.500
NOTES
NIS DUANE NAA.- SE :Ems :1
:C.v.;11.6ra.a. occurENTATIoN ANO DIRAPV:AGIL.
oa ...Tram.; .0 ..C615MA61tIP NALA 3E :3 ,C=DONAIM IN NE .-.331.:EmEHTS r ...37REL- TTLLIA2OS 4:AST-ALL:A SPE=FIII,..7::3 A.A.0 0:1Ce3 AAD 37-t.AALS F
RELEVANT 3550.21_I6 ATNIEITTY.
G3 THE CONTRACTOR SHALL -60/99 ALL
aN6M0111026 5ITE FRICR 72 ANT
omsra.6Toca, GpAND63 ,,,ar SE
Sr.-U.131
G. v. :131:20.444,Cf SHALL 35 UVED r. OPERITATEN3EINT 3EP0PS
N5Th Wes.
GS AG 51.13SITIUTE NATEDIALs 5tM.1. 35
NITNOUT .P040344. OF NE SUPEZDTTENDea.
G. NE CCRATRADTC51 ;ALE ANSEL.. .111.1.1 CONERSANT N51N M.I. naslime V.0CCE3 ST3UCI5.IZE5 wrININ .43 ADJACENT TO NE SITE OF NE wORS
440 SMALL. WE 4.-E3OOKSOSLE .OR AMY
lAAAA= NESE SERVICES .0 sTRucTIRES 01.11i00 rh-i- =am =MULCT.
G7 ALL WORE NALL 3E CARRIED OUT 0,
OSHPLIATTCE /1114 Z41e42....0 66p_. '11_TN ANO SAFETY ALT.
Remurrins SUIDELINES.
CO FOR ot-mas OF 301216614 LC= 41&-a TO THE DEDIEDINICAA. REPORT
COMM) IN NE COnnucr 00CUMENTATICII.
G9 AANKILE COWES Ano sPOELE SIMS rot u. wm..vE PITS. SR PITS ALR
444.VE MTS. BOLTED HAWN:LE PITS. SHALL SE SISTPLIED ST TIE PUNCIPAL.
=UM PI DOILLATED BELT SETS ADO GASSETS
SMALL SE INSTALLED AnD TESTED
om,mwnn* :M3ULAAH0 TIDNALION,M.ALLYE3. FLAKED SRANC563 DCLACUS PETTOULATION
P2 UNLESS OTHERWISE DONATED SLOCTS SNA4.i. da toRSDOMEXIS
pl 49,0i4ED 484 otas,woox .11-16103 ARE .
sumcks0ED cOvEREO 04 COMIRETE. ERTERNAL. COATI/433 ARE NOT SE
OA no REINF00CID6N1 IS TO SE *ELM 70 4 OR mmcE CONTACT WITH DIE PIPE.
PS TIE I05 AtECN. ø 31.E2. SERTICE3 5RANOA ra SE CONTACTS) PRIOR TO
5ACTPU..76 AHEAS .44E-6E CA1I.00/C PR0TECTIC4 TE-31- 700.1-3 OR 01-160
04E TO SE UDTALL.W.
ni TRES NALL BE REMOVED AETAIOUI
APPROPAt. DF ThO SLPERTNTOCENT.
-)1
MAIN CONSTRUCTION DETAILS.
-1A-...4LENTETS . CetiEmPLaTED.
. SIG1A:16E ¡Odle'
119:CA7E ALEACNNENTASSLE TOMSLE R:1:1 It1I5O iS
4- ,Amacmair & ISSUE 2SGSTBZ
crEcriv LO xse4 .
at I DATE
IMELTigess;MTORTDIZZA/1
AE
msnarra,
i CAS
amt.. i .1=1.
Iccr ooqs
i
1:um:pi sre,
NICD iNov .441, ePeA 79-74.16
DATUm I &MOM RJIOZA,L4
C.207 RI G .6*ItaS
.63 RE A6 t7ITOSA5I2051
eAm
MANE CTY OBARTMENT OF WATE1
suTLY & seWAGE PLAT9043 & Met MAHON
PFELECE
MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN
AMPLIFICATION ITTAE
WACOL TO OXLEY SECTION 1
1670 OLk. MSCL WATER MAIN
PLAN AND LONGITUDINAL SECTION
SCH.1 WO Sanwlo ,re 5 CR shaTS
04.444.443 Pf
486/4/6-W7085P
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 154 of 161
21133.27, f oI tiV
.76)
-114' DANE I/ 17° SEND
voLTAGEr ;- NE760.90irg
/ CH. :4.94.333 STrr ,..-01.00 M.1-1,,-tA12871 Aerso.m? .sT;
?IT SI.2111
4:7:3172SOL 1-0300 SCOUR PIT- / 19
E7825.419
N21307.97.1 r- ,E77272,36
CH. 14.29.20t7
N2704.403
; 1-1:T:14-r-030; REFER
\r-- 0100 A.V. \ BRANCH IN 777.
REFER SHEET' \ A.1282i 642.058 I
-1142792.2E7 I
CH. 1342.753
3945:1
E'7.76.3.664 Li !I.2764.22.4 !
;-* s --,..-z,! ',..t.
----c^ -...._ .. o' 1, AP qqac ----. --;--,2:-.--y2 oi""..,.,....."'",....7.
,,,,:'».20-12.84.8.25,..4 .
i ''! w.'"",.. --"- -4.11A/r Are, 71-....
... A,-,-
:-
\ i I w---..........---4/v,p,i 21... .,..........-z_.24...
4 T-AN.
PUMPING ST
?.
-mA-mifmI
3 TORm5v4 rER
ELF.0 TR IC:7f OASi ..;EWER
TELECOM
3 ..77AS
-- 4ATER
REAL PROPERTY ALIGNMENT
:SURVEY CONTROL POINT 9900
50REHOLE Mo. IC
Z"- :2. awn;
t' CH le
LEGEND
1-E7886.7451
AL 1667.953 N2630.714
C
/ A mt
PLAN 521:-S :600
7;.! :.47 D STEEL. CEMENT LINED- NEozum OENSITY FUSION SONOED POLYETHYLENE COATED)
..!.!PRESSED CURRENT C--IC PROTECTION
:ACI SOCKETS FACING
-,;41011zSTON ROAD aiNFM8468> AILWA Y SANANANDA 3ULLOCC, SANANANDA STREET
1 3 3 NUN. a 1:1O
3RANCH 125
TTS. X3D-S CF /-----T. T3..ar ,
tg512'; s..6'......_..../ j : = oq: :
,..
Tr: :: ,..:-.
! 1:2: ,n7r1ULgn :--' Lu=
±tv.34-z.cat-e.0-: >9- :;',T7--` 74'4 -- 7.:1,.
TV: ,..3, ... rc--Z - -- -
1 .... st.; ',..I.,!,..7,5?..-e>.;.:>=,..-7.-
-...:'-'.Z."
Z ::.; -- '-'; ...';.0 o ̂ Q :4 I- - -t -;
! .:.:-i.-:.. ;;-' ",- - -,.. Q., .,." ji
--..4.:!..
-
.. ...., :7'2 "3 gr. ' -7: 7; 3c- .7: : :.- 2 ::.'; .1 i , .
..-------- , , .. : ' iii
r H .. i ! ! ..
.........:_-_-_____,::_ ;, ,,
30. BELOW AH. DA7IA4
CEPTH TO RIPE INVERT
INVERT OF PIPE
SURFACE LE.VF-L
PIPE CHAINAGE
7.;
1 L, '
4, -4!
MC: 3=1.2
; " ic :
p
14.
:Z
, I , or21,,81
;!; ar1..à !
3; . 2 .;
! =0. -
;-A- 73
rri
i
I
0Es.K I
1150
c..
\-J :7O
CC
C 3
(.; ..; rit
ar o
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!
3 1 5 T3 1O.1.0
4 I I
9.1
i !
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ii 1 ,
I I
II il
I
5 ¡ t s.s.T.A TO s....31
t:=1 ;1 R; Ar I
I I
75:74 3: et;
7 1 ¡I! ..I
I . .
O..
m O !At
, . -
oI 2! !!2I I
I -1 I ! I
.Z1
i I !
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I
*1 A9 - >141 . .
i ei i ei
11 99 I :I
us1 Ail
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1
te.z
5:4
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FA
;tit 7.i F FAA .1! 0 -
LONGITUDINAL SECTION CH.1342:753 - 1 6 6 7.953
3M,0 MRICONTAT. 1500 vERTICAL 1601)
NOTES
aa a....
:r.c.i.--Zr,,TICNmr33-2R;.:.=. - T7 .5q! :. 3 an0 WORCNANSAIF
17 IN -T ET--IRENENTS TF
371ZDARTIS TUS70AL.:1 3?EN.-7TCATION5 TNIS =3E3 AND TIE SY -t..19.5 OF TA RELE.AFT 51.0..G AUTNTATT.
33 riFE 03NTRACTOR sway FIRIFT U. 304.11/010 O. 5170 NTr. 0"..14Y
IRANINGS .ite. :0; 0E
) 5.5 TISCREP.N.C, FEFERED aiVERINTETTOE.T BEF:=F
FROC=ING !AIM ...ORR.
GS .0 Su8S7M7JTE OOTORIALt irtALL 'ISED .IMOUT THE 00000,b_ 7.E CIFINTEMENT.
iGe to! CONTRACTOR okAl_t o.! .1.sELF CNvERSAT WtT14 au TING
' SvITES MCI STRUCTURES .411401 TAG
.43.1ACEJa TO T3E S..5 OF ME ..0413
aND sNALL 3e ResponsilLE =on ANT
CANAGE 70 THESE SERVICES TAG
STM.CTIRES OURPG fl =ROE CF TNE
CCNTRACT. 07 ALL .90Fat RMS. SE CARRIED 01.,IT
coboubmos 0/334 THE GUEENSIOM woRTCM.ACE HEALIN A190 SAFETT REQA-ATION3 A5C GlICOELMES.
GB FOR OETACLS OF BOREHOLE _003 3EF54 To HE MOTECNNICM. REPORT CONTAINED IN THE 03NTRACT OCIONTENTA RON.
G9.02660 SCOUR orTrADR bomo.0-E FCTS.
STOLL 3E SORN-D70 INE PONCIPAL.
RI IPASULATED SCUT SETS MC WARE= S.A.:. SE MISTALLED Aß0t TESTED FOR 9_,s,-7t pAu_A nor. ON ALL
Ih3 RETIC.A.ATION 4 24.3M0
P2 UKESS DTI4ERNISE IMITATED urOCR 31..7.00 314141. SE UTMEINFORTECI.
PO !TERN./ =ATMS ARE rOT TO 3E Re.ovED OWN PIPEWORX FITTINGez
SURROUNDED OR COVERED IN
F. REINFORCENERT /3 TO BE NELOED TO
30 .5F4 =41ACT vaTh morswoRc.
ps TOE so= rAECN. AM ELEC. SERVICES BRANCH TO BE CONTACTED PRIOR TO
SACXF11-3-ING AREAS .IPERE CATHODIC FTOTECTION TEST POINTS OR OMER RACLITMS ARE 10 3E INSTALLED.
7t Am TREES Simi._ SE #ENCNED ArtMOIst 045 apPROvAL 3F TM SUPERINTENDENT.
MAIN CONSTRUCTION CET.Al!...5 cATE comAsfismo ;2'43% E:r_,;.)
.550.0, a:RE 10010
.'a301 MLLE FDR FRIALSI
At.484Caoali a SSUE PI-GISTE2
AAINACEP ZIT= CF PLA.FA3
sO0 !LIATE
co.Ecral i CF ,CFECTIIR MN.
=ASTATLN !Mi. SERFCESICPERAITREVW.S. :COTTIMMIN
77.s73 !CA TE i ;DATE
'CES13,0 I S.S.G. ;OCT "mi
tm.,,,,,,,i loci. ,,,.4 SiaZeo.TNEIMX: ..,....4.r.
cr.,,2,551 ;
I ria.R.Er
s a s :o Is zo 2s
SCALE OF METRES
1,5001
0.0m Fe-0 7971/5
A.H [DATUM IsPvergo
ZACO PA" ACL .6..3086
..3313 FLE 1G :71705/5I2sar
=1 BRISBANE art coma_ DeARTMENT OR WATER
SU'PLY a SEWERAGE
PLAANNE: & OESON ERM,01
PFGJECT
MAJOR CISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN
AMPLIFICATION ORE WACOL TO OXLEY SECTION 1
1670 CIA. MSC, WATER MAIN
PLAN AND LONGITUDINAL. SECTION
=ALE 55 SNOm. b OT 20 945E3
o.43
486/4/6-W7086?
5.31 SO 50 70 00 100 310 120 10 iv)
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 155 of 161
\ \ \
2300 s \ 1 BRANCH (RETIC) RE=R DETAIL \
\ \
' 'N2630.714: CH. 166 7.953
734 -
s.r 4-L= !E7901...492 N26 12.99E
CM- 9745 \ /24. 014.3160
5.2617.5.67
.31
"c7Ti
RUSEATIONAL RESERVE
LAPO fl, =NTRACTCR .cvzsgo .549;
rArs 9m... mar 99vE sam UN= 37 NE ulm7 70 ?re. XlmESTTO REFUSE +490 s9ASTE.
....T..' A
BH £41
7Th
0100 A.V. ANO N.H. BRANCH IN PIT_.. R&-ER SH=T 18
,
. , `,,-1.. , ttt. 1 mrrENARY FLArrN6 ..
1,1;
: t : .-r, i r'i 9;s11-....**. tr.. I?, X1M.2.5
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.V"'''.......i;' ;i269raii / 'CM: 701019564 ;5
3470 3RANC2
CM 91.1\45 \ V\\ \ IWeideci Type;
30e BELOW A.H. DATUM
j CEPTH TO PIPE INVERT
/"?.`t /1"1 Z7:17 t.:7
tzt
DETAIL OF 0300 BRANCH '-rc) SCALE .CG
0300 SCOUR Prr-, REFER SHEET 19/ /
IS121.21-' \_./
PLAN 3C.U.E 1400
A CP. 9900
BH 10
STORM WATER
a.E.CTR/CITY SAN SEWER
TELECOM
DAS
WATER
REAL PROPERTY ALIGNMENT
SURVEY CONTROL POINT 9900
BOREHOLE Me. 111
GE ND
01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY' FUSION BONDED POLYETHYLENE COATED)
.
Li
1
Ix.. V.
RVERENCE ELECTRODE 70 SE POSITIONED BETWEEN PIPE use CASING WINO.
=CRETE SUROSRVER
DETAIL SHEET :2
1E32.24.169I 1 N26 98.507
2024.941
SEND ..-1.5i.321.1.598
i N2693.468 CH 2011.385
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING
SANANANDA !
SIRE=f
i- - Lu
0=3
BRISBANE CITY COUNCIL. LAND DEPARTMENT OF RECREATION AND HEALTH *ARKS
THE CONTRACTOR :S ADVISED THAT THIS AREA MAY MAVE SEEN
USED Sr THE ARMY 70 DUMP DOMESTIC REFUSE AND WASTE
3
1-
i
BRANCH
4
i,S1212-. :A12921 I 5 RAIN 020 1' SO MIN. CONCRETE SURROUND
CENTENARY HIGH W AY PARKS BRANCH
;FOR GAIL OF ROAD CROSSING REFER SHEET Mfg/ MK,. I
....F.1,ELZ SKEET
:-.3. ;
:Z Lu- z a -.1= - . 7, at,
74
5 i tm 0,...,, .,
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'0 !NE GEDTEOwIC.aL REPORT
=NrADED LV THE CONTRACT COL7PE(ITATION
09 NAA.GLE MITERS MO 7POCLE 302E3 coo > vAlvE PITS. SCOUR PITS. ALE
vALVE PITS. SILTED MAIeGI.E P?S. SMALL 3E SUPPLIED ST THE PRDQSPAL I
PTPEIARY Pl IJOAILATEO SOLT SETS NO GASKETS
940.1.1. SE INSTALLED APO TESTED
FLAKED Ri.DíACC<ULSKJ`A^^Q ON,A(.,LLLr
.1'iECTIONá"SCDIJRS AND SSR-^FRitE.v-. _ P8 trLE13 oTHGRw[sE INDICATED ANLSIOR'..
x0o(s sMAL1 5E lRN£iNFORGEO.
P EXTERNAL COATINGS ARE NOT TO SE
REttivEO wMEN PTPE1vORH FITTINGS ARE
SWROwGED OR COVERED IN CONCRETE.
PA NO REINFORCE/ENT :S TO GE NfiOEC TO i
CR NAAtE CONTACT '.ITN TSE PIPEMORK.
Ps RE 3Lr3 AEOt. AJO iEC SERVICES
SRANCN 70 SE CCTAC7ED PRIOR 70
3ACAr'ILLDAG AREAS NIERE CATiGOIC AROTECTION TEST POINTS 02 OTNER
:.CO.:MS ARE 70 80 .NSTALI.EI.
T: W 7=EéS >nALL iiE aEAOVED WITwu' TNF .PeROVaI :F TSE SUPERINTENDENT.
I
I
¡ I I I+- ¡:.I I ! i6.n
S iSpu
1112 i (/ I
v3 i S SC. SRAICNt:I 8.1 s . ZS3 I .Y. 25. i i /. 256 i 3 3 1 S N
I I
255 TO N ,i260
I
I a L s .And ICOAß A.v. U .
I Kr. 32AtQ. 3
W. 263 .\ ( S
252
t? i i , á tr, ó
'
et so e.. 6... °i °' ñi ñ rn .;
I I
! i vÌ á .i 1 i ^4
21 q 6i1 W
i g! i
h I
«i
e. 3 ^I
LONGITUDINAL SECTION CH. 2590.712 - 2849.897
SCALES NOR[IONTAL :um vRr.CAL 1,500
J i :2 :S :J 25
SCALE OF METRES 1
1!S00
Tg A N947.B(T/6SF Tú/TSELE FOR IP0N5 1
AAtDAARdT
=LIE REGSTFt I
i ( CF PLArNG
i ATE CA Te
as_-LN 5 .CNECIZR 6 ILFECTCP F 3w (aBrA.G.^t :ma a vlEEAT s
,,.Té :CAM °cAr_ eN.aA®I in...
sK,AI i Lcs loc.: gí rr i,GA_ IsAV«; c3.:N0vq.i SitJ .:J.®i i f Y R095
0-0(.1; N c NGTO. i SCOK
DATUM ! SLAVEre
CAM FL Na .6 W 7090
797Á/S
R30SALL
.18 N.E NO 171705/5(008)
-^ 58M{ë CtY c'..i:'iCi I DEAIITMH'R OF WATE
ggig STPPLY a SE1N6tA6E NsomIAiT. 7_A1.`PAG S CE23N EPAIOt
MAJOR DISTRIBUTION MAINS
LOGAN CITY TRUNK MAIN AMPLIFICATION ARE WACOL TO OXLEY SECTION 1
1670 DIA. MSCL WATER MAIN
PLAN AND LONGITUDINAL SECTION
SCALE AS SMOwM I AF 10 CF 20 94ZET9
CFIAWNG Pf
486/4/6-W709OP rOel
30 :0 so 1óo 130 120 130 lao :SO
ASTE-'i
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
Q-Pulse Id TMS1317 Active 21/07/2015 Page 159 of 161
^TIA4 cq_ ` iT75 v- SP0
111
1E3873.72912: 1N2620.7181 CH 2849.897
!DANGER - = a a s a SïORMWATER
!DANGER CABLES
ELECTRICITY
SAN SEWER
TELECOM
GAS
WA ER
REAL PROPERTY ALIGNMENT
D c.. 9900 SURVEY CONTROL POINT 9900
BH 10 BOREHOLE Ne. 10 . LEGEND
SUB -TA TIT. 6.172
. W iá .- _y 9905 -,-Ir r
°"aO . E0908ó67 , S^ =STi3.930
. - _ I.OTO6I
-/
a/ 0470 MJt BRANCH -'
(Welded Type)
_S S-
--Ú V-
30. BELOW A.H. DATUM
;i '_: : : r r
il'< .
ii f.:.- -aervÆ:CE E.LECTRODE TG 2E ... °OSTRCNED S
.ND usLc I 7+TN
cs.
;4, j L °.' _: .,V .TL 5» 17
- 0470 Mit BRANCH!,.. 11. 1i1 ìl 1(Weided Type)
f0
IA1285`
NI .3 G
.31
UI =0100 AIR VALVE ANC
0470 M.H. BRANCH IN PET j J -T -
13 BEND T I 1e992'_.3611
\ R&-ER HE' 8
L~ N2499.372 I
p¡ CH 2980.298 ¡' 1 ¡y ' .,,:-. !á'
ARCHIMEDES
SPA.
zi áj
I E9027.520 1
N2337.561 CH 3i:3.917
e a aá 2159- OJO tk,aaPaa___ SRO '4fUs, 1 J +`` STREET r.1°
ii a wn; 1
í J; I ' i
ABAnOONED-TO BE COPFBRNEO S7 ä0E8
DANGEEt - eLECTRICITY CABLES
PLAN SCALE 1500
01670 MILD STEEL EEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE COATED)
DANGEEi - ELECTRICITY CABLES
CP 99.9
'áá,3322á DANGER - ELECTRICITY CABLES
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING SOCKETS FACING
HIMALAYA STREET IPSWICH. ROAD ARCHIMEDES STREET
3d3 v.261
. 1
. I
V
ci. Z 1- VI m
.<.. Z W ,+I
Tr
i m JW = ?O WWI
3 ' _ =.~-oWI,, - cm .- S C«<oiaá , V P RJïp..I°'
T`7>pi¢Ç= ora i OC C4¿W Ow Ó zuVi e r 0 wló_iwih.O: j-. Ìi i \1< U - 7
71 .mi - Ì l_°= 9.. j
' \ I 1 I '- / 7
W
FOR DETAIL.' S OF ° !MOTORWAY CROSSING'
.y
SEE ORAWING N°. i çE <o °x 1
486/4/6-W709SP 1S L' ,,, o s,
l ¿ Ú
__Ca rR ̀ i W
C,,,, ¡Ds' . <.COi 2I m W 3 W
.$. m
= OW i Wl'L=
W I=^ W Z U Géwlß -j ji= i- ! oiócl oIRW r-á<-Ñmml W
6 áLii ¡ ;
\ 1 r TII // 1 I .
1 'N. 265
1-"' P.*i
' LP Í I Ht7M a.70 j
ILIL eRMO/1 :I 3 d S r. 268 : 1 w 269 !
, I
DEPTH TO PIPE INVERT I 1
¡! .
j
ll
jj j
3t1
áxj I mi11",
ñ;
3 L s .n '277 r0 M. 290 !
U C
¡ 3I P
281
{
I I-, a 3d 5 n. 203 'O v. 29_
IL. I I
I
¡ i I 1
31
roi 1 ld I.n i JI
P4
INVERT OF PIPE
1
SURFACE LEVEL
PIPE CHAINAGE
M
¡
ea
m
ÑI'
=i
,
ryI
LONGITUDINAL SECTION CH. 2848.897 - 3173.917
SCALES MORIIONTAL 1500 EERTTCAL 1ó0O
S 3 s . :s 20 :s
SCALE OF METRES
lisca
NOTES atassL'.
+l;l4 n TR`_V-A- ":!.SNTAT:CH .AG v5.01MTS.
' .ATrz,T.AL3 ..'O WRKMAllSMi >-Lu 5.1 -_ n .CC8206.= iECJIREMENTS OF 771E :JRIfFJ,T 3r.N0AROS SPEC MTTCP,S L'AO CDOES APC TME T-a05 .,. .. _
aFA.SVANT BUILDING AUTNORITY.E
'!£ C,.-VTRACTCR 9ulL vERIFY : ENS:ONS :M
P9I05 . w .
=..NSTSUC..^N.ANTA -.lL +0' 3E
G. met OISCREPANC SMALL SE ..ErF cC THE SUPERINTEWENT 3EFtiRE ROCEZIING MIT. '.E.
ss v0 ABSTT7 é TE5IA1.5 SHALL _3 13,03 tTMOUT THE APPOOV.L rF
'
SUPERñ.M/63ENT.
06 THE CONTRACTOR SHALL NAEE HIMSELF ,..T :ONVE53ANr I7M ALL 5XISTING
S- RVTCES MO STRUCTURES dITNIN ++D .O_ACENT .° 471E S 3 ow THE WORK i.e SMALL 8E 0ESPpaSIOLE FOR And OAP.GE O TME3E SUM= A.o STRUCTURES CI-RING í7E c.1RSE CF Of CONTRACT.
Or .1.1. 'KINK SMALL 3E CARRIED OUT L. COMPLIANCE 'wITM THE OUEEN5LAH0 woRKPL.ACE EAL m T AND SAFE .C:.
p SEJATTONS AIG GIMPS Oa FOR DETAILS OF 30111101.E LOOS SEPEO
'0141 GEOTE0IM(C., RESORT =TAROS IN THE CONTRACT 00CUMENTATION.
09 ° COVERS 4.G SPDOLE !8 5 .0a ALL 0.41.5E PITS SCOUR PITS. 4IR 9.41.5E PITS. BOLTED HANMOLE PETS. SMALL 8E SUPPLIED Sy THE P7TDCIPAL.
P a IFS 80.4 SETS MO GASKETS 1 SMALL SE DISTAL-ES AND TESTED OR ELECTRICAL INSULATION ON ALL
RANGED SRtIOES OR7.LCDTG RET)CLATSDN 73N ECTmNJ. SC6RS AW AIR RALVES.
P2 UNLESS OT5ERWISE DWtCATED ANCHOR BLOOM SMALL SE UMEINF0R ®.
Ps EXTERNAL COATMS ARE NOT TO SE REMOVED WHEN FIREWORK FITTINGS 40 SURRRORCED OR TSVERED TIV CONCRETE.
F4 '0 REDSORLaFNT TS TO BE WELDED TO OR MAKE CONTACT 11144 TE PIPEWORK.
PS THE 3=7 NEdt .NO ELEC. SERVICKS SRANC,1 70 3E CONTACTED PRIOR TO SACRATLI-LNG 40E45 w005E CATHODIC PROTECTION TEST POINTS OR OTHER FACILITIES ARE TO SE INSTALLED.
NO TREES SMALL SE 9EMOVEO Mt5NOT :T THE 40000V44 CF -ME SUPERLVTERAENT.
(HAIN CONSTRUCTION OETAI_S
IOAT _ GOTE
Cole EML%D I _NPLETED
SIGNA TORE I DATE
1
IATS 6BO.B.TT/SEJE 773/224E PQN I16ro.31
AI.@(DMEíT a ZM)E REGST61
I IAAr.tjN jMECTA CF AJ+veD I I. :73T361
CATE I GATE .
fii-.'..g CF IDFB.^Ot 5 :C3ECTDT ff >Fv 53ZVCI-$I(SIiiAIRG/WS
CSC.HRIII
DATE I GATE IGATE
CESEN! Lí$. !OCT 7.1 E6r f1r oRA A.+1 - 8 i IGW.I SPEMBÓ/ísr,;
äG.3. R3d.aL TTACEI I i09S
Qwn i H.G1. 1 oEC9i óó 797./6
Ait DATUM j SU9vEY® 4-BOXALL
C.403 RE Pa 4607091
.C13 FLE M (T705/5(2887
=APE Crr cow= DEPARTMENT OF WATER SFPLY a SEWERAGE
4adN7 PLAMea L OMEN BR616:64
MOECT MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION TILE
WACOL TO OXLEY SECTION 1
1670 DIA. MSCL WATER MAIN PLAN AND LONGITUDINAL SECTION
SALE y s4Gr111 IN :1 ff 20 S'EE
:ö zó io io 40 é0 70 :00 Iio( ::o 1]0 ::0 360 '160
IN6M1.43 N IAN4e.a
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r ,S121S'
0300 SCOUR IN PIT REFER S}- 19
:( '
. R 29027.520 1
---N2237.361, ^H 2173.917
:DANGER - { _=CTRICITY CABLES
1 1 32r. s I E9055.96:
N2297.756
A12881-
0100 AIR VALVE-..
1A1286í- `',
0100 AIR VALVE ANO M.H. BRANCH IN PIT
RErZ2 SH-T 18
¡DANGER - ELECTRICITY
1E9183.025 `) N2372.107I CH 2.960 `
ro
5 9 9950 nu. 1
STREET swa I I BH 27 !
BERNOULLI ,
-- ..= v .e3a8=2 : .=dsá°_ = -° iaL.,rr- d_ _ -,r- t:J : - -.r. 4.-.-./ s'- = S .
S {r 5 S 5 -O5»9 O . 4pa Í -- I
90 BEND 8470 M.H. BRANCH I -t / '
E9060118 (WnldRd Type) i 7 ANCHOR/ W
-a,.. ---: ..
E92042371 N2386.042i
E9208.577 N2385.472
30a 3ELOw A.N. DATUM
N2287.939 CH 3233.192
él ail
RED SHEET 17 J°o' CH 3377.024 31V-7 I!
01200 BUTTERFLY VALVE - IN PIT (INSULATED)
REFER SHE_ 1 20
PLAN
01670 MILD STEEL CEMENT LINED PT-PacALi i ñluM DENSITY FUSION sONCEC PCLYE T NYLENE - 2-TD)
IMPRESSED CURRENT CATHODIC PROTECTION
SOCKETS FACING SOCKETS FACING
ARGw(IMEDES STREET BERNOULL STREET
; V á <
_m i _
W =. iJl Iv h 4 '.i1 iIISL2 2 ,F .1 3 áa S- -4Ñ _
El,.iO W vi 9A z < .., 2 C C4T'42W1
Wot...ómóHW^ ó kl., =o<¿..- _^^,mg-^t 0 w,n
rn °j.ói =91°T23.ñA WóíO.^.se¢ ól oo 0 0 a>_ >0">
B,.....: . J . Q11.W H`J1u1., U.°! . L n. óm `ei1\t1L. Ñ44 T 9A 9 j, P.<i9im> /
S
.I\ , //
a r. 29? 73 N. 29,
: s 1 s .ciN
/ ='-1062
'3.
Ai286;-- 4k Ñó
1
t . R. _^ e -z NN Wi V W V S
r-5."1-:;7`.! >! yi ú 4u °
"``-. <O <Ó m_ i4.W. WC > :L" - ...E - íC.._A.-1-C' q>I< W og3Y' 2 Ji-.4C<OK:oZ°010
W W át7tIty0C r-430< _=nÓtió0
WI
,, .O -.C:"2-w-1242).44. -i4V1 \ i m'=m j ̀dU:..vJ e5)49<m8WpV4II10
t \\\\t li i' !/////¡
` -)' -R
---'-'--- -- --- _-.-.--'-.-- :^ = - -- - - - -'-' '-- - - -'- - -' °- ; hIMIT OF CONTRAC I Í
j ' FUTURE
1
I 1 -tTcNSiON ? WORS 37 o4INCTP.L :
--OEAOGLATE =40N OL .0001 <E%ISTTNG v.LVE PC
I Iótl I IN WO1470N ROU
¡ , lc`ii ,á¢il ' i -3ii
I °, Í
II = _ ill
^! i,`I =.:i
: Í
as:e±i j°i . t s N. 300 rJ v. 3C6
N3.-309 a =m': !e2
iL ;
° '
.v1 { o. ! ..,I I !
: 0300 FL '9. ' pNG1 ' SL SAANp4 : S 1 3 ' . 295 :N. ?9AI
, I
CEPT. TO PIPE INVERT nio
IINVERT CF PIPE ;1;
â' ól I 1 +1 ri rj Pi:;,;
.M
SURFACE LEVEL ñI
1
I 'I
PIPE GRAINAGE 1
,i
LONGITUDINAL SECTION CH. 3173.917 - 3391.239
SCALES NORTZONTAL :300 '' 1.CA. :500
s 5 S 10 s 20 25
SCALE OF METRES
1'500
} = _ = _ = _ ,_ STORMwATE-rT
LELTR1.. -
_- SAN _WER
5.,...90G
BH
NA cR REAL PROPERTY ALIGNM=ENT
SURVEY CONTROL POINT 9900
L0 30RE-10L.= N. 10
L--cND
0600 MSC- PIPE I (MOF3P COATED) i
SOCKETS FACING I
INPtSSEO CURRE4T CATHOOIC PROTECTIONÌ
3ERNOULL: ARCHERFI =C i 6-ME= 1 . 'ROAC
tS1217}¡
063I
Al2 o I.1 tW^'!oW : i=g -LE .6.1.,,,4
N W r i: yaó- ~ `= ? >CC-1 zÑ V < < W3NKU` X >cám9"'t-1-1 1- ::
Ú4 __5t-`2<. Wiit=C R:LYS a Z , O`t:<>JU>C,e V..<..Q
J. 3:C
-A<O-Otti .~-.. pW O 03..)0I! C =.ü..1 `ZZ... Vie ^"+...W¢!`2s<m.nc>4nm
<ía134a1i`31 :J<ç O-K2K`.0000QJ00-po
rte.--; 0us0o Ia0 ÿ1110 C a - Jty .00..P; 11 < eCOOIt3.....m.OtaUO N U...J.. 4mUPU10ID \m \i i :r(//?
iA T; iiiF.1 v'! . '-r--. !
LIMIT OF CONTRACT ''"! i i i I 391RX 3v
INCLUOES OEAOPLATE) 1 i 1: j' ; Í
P4D4cYAL1
! i11,1
;
3t IÍ i i
3E 0 ,!..Tu. 'III:
-:{ i 5 5 " 355. A t a 90. .
i !! 4E!. 3F v.___ 2
BEAD n. 351 Ij li 'j I I
IÍ 1 {
=2 7)4. SOL._J
CEAORLA.' 9 N. 157
0600 /At.v3 I7 JuP._1NG
3150 3Oä ASS 3RANO4 N. 353
30. BELOW A.H. DATUM
t DEPTH TO PIPE INVERT .»
iÍ
? . . 35d7 T
A t
SRAY N.:sa
Oi
1
IINVERT OF PIPE
!SURFACE LEVEL
I PIPE CHAINAGE
.11 GI
I
i
1
I
ol S3 t4
j -i ; Ñ
LINE A
LONGITUDINAL SECTION
C.d. 0.000 - 28.5E4 SLALiS NORL-074TAL :500
vER7tCAl :500
..=:.._.. .,. .. ... -_.
120.0RfonEst3 --é:
>v w4ì'SU-. ._,.-
' _ A1RAC7JA 93.1.,- ^ L: 7ENStS! 4A4 3I -S" 341::R .79
7: -Nr 3STR1C7IC.Y 3.N:T.G3 __
.s: Off DTSfAE34..:T BE )--?REE :.. rX S.IDER.. .^t-J- 0_t7 x __ _r.. =00Y _-E. .C:.
IS 50 5::.5.377.'22 SASE) RTA.:. -._ _aaaciAL .? S4AE2121: _A7E r. . 301TRCT7-R 3n. _ :4A112 -i..cSELr
C?.w49t4: 47> ALL EXISTING 9
SEiVICES AND STALY24ARE3 273ÿN AO
aND
ACE9T T:3 7!E E STIE OF ORs
NO 5NnLL OESPONS7ELE `7R ANv
3AN.f'.c 70 734U i '
-ii VCES ANO
STRICTLRtE! C...14.293 "v :CURSE OF '2. .1R4TRAC..
5T a1 woos SN.L1 3E CAARTa-D OUT IN
CO.ALL9Sf ITN 74 OMEN-SLAW .32RPLACE 3E...:)4 A94: SAFé', C:. 4EGL.:1014 AND 04023.3.4E3.
03 :0:rE G-eÓTd'w:iCA.CALRVP97PT 3 AVE:.
CONTAINED U9 "Æ 233CT4AC7 30CIR9ENTATICN.
69 ...OLE COVERS R.NO SPDbLE 3-0xES FOR ALL vu-VE TTS. SCOUR 3 S. .(R
vy,vE PLTS. 3a..= au.wO.E i'?T3. S041 3E SUPiI.lED 57 714E PR-`..CIP4l..
P1 :TLRs.ATED SOLT SETS ANO :ASSETS SNAL1 3E 037.4.2.0 ANO 2E5TE0 %OR ,:ZECTRTCAL INSUL..rIGN CN ALL
FLAWED SRAR063 DOA1pTN0 RETTGLATTON
COhtEC7I0N.1 =UM AN0 AR vLVE].
P2 UNLESS 01NERVItSE INDICATED ANCHOR
BLOC= SAKI., SE :RVTED+FORCED.
P! E)RE09.L COATINGS ARE NOT TO 0E
MOVED )MEN RTDEbORS T^-.74G5 ARE
SIRRR.q© OR /39-1.C1 Fr. :N CONCRETE.
D. ND RE1NF000ENENT :3 70 BE WELDED TO
3R N.RE Cw1TACT WITH TNE RTPEWORIL
35 I' 3CC7 .4p.. AA7 -=- SERVTT-.ES
3RA04 ro 3_ _OMTACTE~D?RICA . 3AGF'L' )rG .oEAS 'NERE CATIgO._ P907EL7ION ?3T OINTS JR OTHER
-AG.TIE! .RE 70 3E INSTALLED.
TAMS : .vC TREES ' ..- 3E -E1.09ÿ ..IT3WT' _ 0940_ ;> :nE St:PE°IvrENOENt. !
1{
1
MAIN CCNSTRUCT=ON CcTAILSI I.A'E
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TPAp) I I 2095
Í O.,12 I 9.0110EC7 í .`974/6
1 i. At OAT : SIAVEY` 3â5xAl:
I :.16 as b roP2092
ze FLE NZ :7)705/51280,
=4b
9333ME CITY CCiNCi DE?ARTTAPJT Of WAT61 APPLY d SEWERAGE 0L.19Nfi G rEóSav 53+.1.04
PROJECT
MAIOR CISTR /BUTTON MAINS
LOGAN CITY TRUNK MAIN AMPLTTICA T ION
TITLE
WACOL TO OXLEY SECTION 1
1670 DIA. MSCL WATER MAIN
PLAN AND LONGITUDINAL SECTION
S'aL .i SiqWN IM ;2 6 20 53E£15
CRAW/4
486/4/6-W7092P »APO
0
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I
Cathodic Protection System - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual
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