Download pdf - Wacol to Oxley - Trunk Water Main - Section 1 - OM Manual

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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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.



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



-(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.



(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



(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.



(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.



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.



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.





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.



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





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



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.

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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('



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



11 SEP '96 14:32 CAN TECHNOLOGY OR 3252 4664 46 P.1/7

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Telstra Corporation Limited PCM 051 775 556



11 SER '96 14:33 CAN TECHNOLOGY OR 325E 4664 46

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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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to: Darryl Ringuet

company/location: SEQEB

fax no: 34075986

PHONE:34075369

date:11 Sept 1996


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 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,QtNGïòN 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

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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






CP Form No. 27

Project ' /a co,l 9....Q Lq Unit Reading .2'E V .ó3"'s Date 1 -á -


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

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Off - 4/3 On -cf oo rvt EA/

MEN

S ct ti a n ct n ci/Ar S f- Pole 622gq ;- .

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bZ288

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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



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



Brisbane Water Engineering Services CP Form No.26


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





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






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


CHECKED BY

Revision 10/19/95






CP Form No. 27

Project .:1t!lg.cot fo O)kí1 .,Sec1(J, Unit Reading 7- 2 V 4 4 Date 28 '4?-9'


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 .

Revision 09/28/95






CP Form No. 27

Project Waco( fo °,c /u% Seel Unit Reading 7 Q Vohs ftt4m/-'Date 2$ -8-7g


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 ^ S7Rià 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

Revision 09/28/95






Project Waco/ ia Oxley ..Fee -Lt.,, Unit Reading 7' ? V 6 4 Date 2 7 g


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 à `' + S Off _ 5l On -- 3 / ti w«der

Pipe oc, Off -3/1 On -473 /Y!E/ Arcìer>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






CP Form No. 27

Project 44. Fo/ ['P Dlc% Scf / Unit Reading 7 ' 9V 6 Date 3 ' F..:Q6


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

Revision 09/28/95






CP Form No. 27

Project Waco/ ° D,Zclug Unit Reading 7.7 V b A Date .22g i14


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

Revision 09/28/95






CP Form No. 27

Project Waco/ Jò ,Sec' / Unit Reading 7'9' V 6 Date 2 / e `/ ó


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[ è. 2/ock Off --44 2 - %e oc.

On -Ldicq Tap c,fvó /louse Off 4.57 f g

TESTED BY

Revision 09/28/95






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

Revision 09/28/95






CP Form No. 27

Project Waco/ 7Le Seof / Unit Reading 7 -7 V 6 A Date .î -g- g 6


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

Revision 09/28/95





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

Revision 09/28/95






CP Form No. 27

Project Wa coi fp Ox le Setif l Unit Reading 4 V 46 A. Date 19- 9 - 96


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

Revision 09/28/95






CP Form No. 27

Project 'A"" c °l fo Sed l Unit Reading ........ ..f. ,,s Date 28 8- 96


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-

Revision 09/28/95






CP Form No. 27

Project o/ 740 Ox /e Seíi! Unit Reading bAe;Ps Date 28 -9 -`/Z


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.ôss 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

Revision 09/28/95



Brisbane Water Engineering Services CP Form No 21


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

Revision 09/28/95





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


COMMENTS / LOCATION DRAWING

Ww/ Scssfem nQ TPO Du cíe st 6OomscL

RESISTIVITY 6-s- oìm 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

Revision 09/28/95






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-




TEST NO 3


_.

7 6


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

Revision 09/28/95






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



TEST NO 2


TEST NO 3



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

Revision 09/28/95






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


o -o/ f- 3 1 7 - 82-3 - l.1 4o


PIN SPACING RESISTIVITY / ó ohm rnfr: MEGGER READING - 97

TEST NO 2 PIN SPACING RESISTIVITY MEGGER READING

TEST NO 3



Sewerage Putslp S*

RpL

RESISTIVITY

GoncNcft CaSSIo»

11,1110

INSTALLED BY

R.a! 8 ridge over 'Zooid

Revision 09/28/95






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






0 O/ 133 6 - 83 2- --t/bq

.2- RESISTIVITY 9 °/ ohm meter

.7

RESISTIVITY


parC

Fence

RESISTIVITY

3

c .cn

a v

4 CoaSS/On

Cerfi-enarg 1/w5

INSTALLED BY

Revision 09/28/95






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





v TEST NO 3 ..ç PIN SPACING á RESISTIVITY MEGGER READING .¡

2 ni RESISTIVITY /3 oìn, 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






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



PIN SPACING RESISTIVITY 65 otti, nsfj- MEGGER READING

TEST NO 2 PIN SPACING RESISTIVITY MEGGER READING

TEST NO 3

PIN SPACING RESISTIVITY MEGGER READING


/pswích Side Rd

A-em Ce TP O *4-45-J"

/pswrc4 c/ivaed /Zal Cassìon Tonneled uhder.

INSTALLED BY

Revision 09/28/95






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



PIN SPACING oZ.

MEGGER READING 9


TEST NO 3

PIN SPACING MEGGER READING - --


- 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



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



,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 .



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



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'



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

-



: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,

. ,\î

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

0ì

\_

.: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



/

/

/



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 ̂ :.À _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.

PS THE 3CCS TECH. AND EEC. SERVICES

985M0ß TC 32 2ED PRIOR TO

AACXFILLING AREASAS a CATMOEIC .

PROTECTION _ST POINTS OR OTHER .

PAC _ITTS TO 8E INSTAL. EO.

?E.1 71 NO TREES SC+rL 32 3ENOVEO AITMOUT

714E APPROVAL OF TIE SUPERINTENDENT

'ß!A4:._

MAIN CONSTRUCTIONCETAILS7 CATE SAT - CONHENCEO COMPLETED

SIGNATURE ;DATE

I

I

M[.WATE) .v.ed)Ne4iJ58F 17:19SSE RA ilirAlS

AIv6VOMENT & SS.1E REGISTER

AAMHI333 I CF 3Annl.f

CATE

'ORECTO4 CF I( 6 'CFECIQ36 gW C2.41-4-L704 IrS a 2îvCx.Si S

y.TE iCATE IC.i.TE Ef Y.,..:.,w CE.ST3'i!5.5.+.ÌOCT'9N/If ORANO I 5 tG. OCT I 941 EiSrSP56

3 / ̀ / . ?..

TP.A®I I WVEY P095A

ÿ3CÇ 1 M.Gl !NCR 7 7975/6

A.H DATUM I SLRVEYß aeOxALL

CACO RE III 56W7002

.23 R.E N6 !77705/5(208)

;Am abr.aRi

BRS8ANE CITY =NCI. DeART)a e « OF WATER SIPPtY a SEWERAGE R.A+4.0 A DEY)+ ERUO+

PFOJECT

MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION TRIE

WACOL TO OXLEY SECTION 1

1670 DIA. MSCL WATER MAIN

PLAN AND LONGITUDINAL SECTION

WALE AS SHOWN 11' 2 6 20 95ET3

á6/4i6 W7082P 10

5 10 :0 30 50 50 SO 70 90 :00 110 :20 :00 .A0 150 SSO

... L:.ES.9 c t.



Page ES 729.1S1 m2722.6 TO \

FING ' 472 R.TILS .5

-F ztaNFII CJT NIT,TH a:TING A RoSSIBC NAUITAT

- REFER CO:TISNAL 7TviRONANiNTAL ,ANAGEHENT :334- ES :02 BANOY =REEK

NOSS 55%0.9:7 12382.15:

E6684.413 I N2746.957 th.

0470 M.H. BRANCH (Welded Type)

2375 RC- SCOUR PIPE

0470 N.H. BRANCH Malted Type) 0,1 PTT Raft ST 18


a% -i --------5--'------- ' V .0

.1r.>----- ?S)

-

,535i ° \)7 '

"A------

0470 M.H. BRANCH (Welded Type)

PLAN SCALE i. Soo

\ 42° BEND \__!, E6847.876

I N2646.36S \-CH. 535.343

- <- TES: POINT NA. 2 : :J. .

01670 MILD STEEL CEMENT LINED PIPE cmEatum CENSITY FUSION BONDED POLYETHYLENE COATED)

1E6979.0141 \ N2670.472

CH. óó8.731

C= = = = = _--E----_:-_-

.

--- ---- G

RP

STORMWATER

ELECTRICITY

SAN SEWER

TELECOM

GAS

WATER


a ca =ma

TP 10


TEST ?ET No. 10

LEGEND


SOCKETS FACING I SOCKETS FACING SOCKETS FACING

SANDY 'CREEK wOLSTON ROAD (UNFORMED)

V

-lso.44.- 4-- 7*---`\

CONCRETE S.1.20 SURROUND '

2 -,

- _7,-.:z i

:: Ts -

C Z . . D, _ c. .) Q - z = - - z g i - o --r 1 1:15 i'l=<" 7 . 8 IE a

-74--., ;.., = , 1----8 5 -z,laa- 51-:;?,-, - ...: =-,; .... = c..) _.,,,..- .-g() 0= '-...5 = ....,1g, u.e2C...) ; ..,..,C.3 41c ,i < - co- ..< 0.,41.11 ; '...t In g

° Z In ..e._,.."- in< tr) -_,66 .... a .y., ...- ,,..., 4.n

I, ! IV / / I / / i / t I , ,/ ! i

/ , ' t ,,..--- !

EXISTING SURFACE LSVEL --PROPOSED ROAD ,

"5-7

LIVEL

30a BELOW A.H. DATUM

:

!

i

23:3! ,....,24 To 11.4_4

I i ' I

i ' ( !

1 3 t S ;. es WITY4 l0.

Is 1 aFtAmo- 1... i

, .....36 Inta'

---': -4."-------""....--1. .

9

F.? . " !-.12 .-- !,,, _-,..., D 1 = ....

Na r T. 1.,..441,-7.4. ...:4: 1 -.....,... mad ! '.11tooti.".

!

I

.

i i I

1

.

, ;

i .

I

I

! 1

I

¡

1 1

!

,

.

. !

i

i o a A 5 N.,.3 TC m..51 I

I

,

1

i

.

.4 : 4 = 1:1: 6 1...5 ,..

' i '

g lo I 1

E5 f I .1

1 i 0 v I . 0.0 ,1

'=1 i I 427. 021 :

;

I

1

1

- ;

1

1

1

!

1

TC NA.e I

!

!

1

;

!

1

I lit I 1 I

I 1111 ! , i

I

!

.

i

.

! I !

1

I

,

I

i

I

¡

I

i

I i

!

I

I

;

¡ DEPTH TO PIPE INVERT 1 ; ! 9 Zi 1 H i : ! el. Z , . :I:

1"i %I 1;1 I. ..

! 44i ,441

,.. !

; 1

,

, .z1

1 .:1 1 P.! oi1

7, i ,"41 "'

...! ''''' :I

! ,4!

..

1

! INVERT OF PIPE E 0

,

1 '2.... :341 il Oi.i.1154 9 ti. il:=.1 .7-4"

11 14 1 7 Ni 4.4 ?;? ? oNo. N ' i 1

';'il

0.1.

..1 lr.1 Oil

.; ,T1 Nil

,.. 6, -, vil

2i z

<T,I

!:.11

.9

1 -41

6, ,i

i

... .4. rd .4,4 41 ...

...1

4.. .:! 1 P.

se

;

il 1.6

,..1 ..1 eo ;el .4

r.: Ni

yi ^! 4:1

, i .4 Al

-1

'-3.1 01 ....

oi

2; 01 -.

I SURFACE LEVEL

,

I 1 I 1 5 Ed W :I ' , , I-1 -1.

I

1

.7,i

1

lil ...,

1

I , ,

Fd

-1

i.11.2 ;II

1 1 :1

1

. Ai '..; A. 1 1 1 !

¡Al

I PIPE CHAINAGE

.

E r..i

,

31 El A ,1., fl'14..1E.--. .e.F4 =.1 !¡.! .i, -4 ,, .1 git.,.., :. Elm T, T g>, gl g ::,-; z ...,,,g r, ..4 ...., ..., -

; ;.1 Ì

! 1,

- :ii ....,

.;

1

60

ti ,..

-I .01 61 If.1

-I 2 :2..4.

-I NI

A J

5: ,,, ,N, ut 112

JJ 1. 1 41

11 41

01 21 -.

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 .

pCIELAT AE0064T TC/SILE RCP I taTIALS

A4IBC4AE4T & =SUE REESTE LuNAGSR

:2ATR

CfECTCR CF P_Ar.AnG ailD3.4

CATE

COTZ701 CF jCPECTCP CF ICFECT3R CF got =STR.L7C7N IAA& E SERNCES'CFIRATTIWNS.

CTSTABJTC3.

ZATE GATE

=MOM 1 SSG. IOCT

Isummi

044c 1

IT '9.1 943,433i

A.14. DATUM I &METED RBORALL

CAC° RE PC .40,7083

NC1 7)705/51208)

.0AAAO

Imaw..011

MIME car cal44:1 DEPARTMENT Of WATE SIPPLY & SEWERAGE R-AAN4I3 L OMEN ERN/EN

PFCLECT

MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION nns WACCL TO OXLEY SECTION 1

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



ZP .93S E690.917 m2satLIS1 20:

-r ' Cs, 1536 57272.SAS v27.8.249

.X'57,NG a910 ASCL tRUAIX WAVER MAIN

7uTLOE 2/t900

.=1 ; 7.375 AS ßY

3

WOLSTON RD.

?

(UNFORMED). TP 5

LE6979.014 I

N2670.472 I CH. 668.731

TP 6

CM

'CI

5j 51

0470 M.H. BRANCH-' (Wal deli Type)

PLAN SCALE 1 : SOO

ItS1

;

;

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c2,1

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01670 MILD STEEL CEMENT LINED PIPE cmEoium DENSITY FUSION BONOED POLYETHYLENE COATED)

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

-G -.-s- GAS UW 7* A REAL PROPERTY

ALIGNMENT

Z...% ca. Amoo SURVEY CONTROL POINT 9900

TP 10 TEST ?IT N. 10

LEGEND


!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

:+tmm 8 A P

...El 3T 01. e so Mo. 69

)1

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11 3 I 3 36.70 TO 66.110

!

i i r ' ; 1 i

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(1

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I gi Cil I I

N

INVERT OF PIPE !!.!

SURFACE LEVEL

PIPE CHAINAGE

314 61 al

c7,'

di

1

E1 f! .64

I =1 ;It

I n )-1

I

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Il

SC el r.1 X1 et °I

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,

1;

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,T1 !

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SCALE3 HORIZONTAL MOO VERTICAL 1600

5 0 5 10 15 20 25

SCALE OF METRES

1,500

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.

141

¡AWN CONSTRUC ; ION !DE TA rLS: :

lea* -lasir I 1

.CDANENCED sCOAPL .

ETE0 .

I

1

SIONARRE IOATE .

. i

1 I I

;

I 4 41 I

i

A...00,,,,,ssx 113/6332 MR; 4006.6.3 I

1 ANOMAAM & CAE REE4STER I

OFECTER CP ,P_ANA,PG :

I K I It

a:* h: :

a7t7CTOF CF ti .w. tviscral ww.i =67R,L7CN iNtE. E. 95RvCESICPERATMEANS

DSTRBJICN ,

aoTe DATE :p.m

m-"3"! 5-5-,, OCT .14 4.1 0543'46IFGE"6":;:;:f:."i I

10=16.....1 1.3.2. '1/45C; . .V1%, '317.,ri, 12;65

C-Kr- ! m.O.L. ;NOV 94 FP" 7C7,6

A.H. DARPA isiaverm szos.....

CAID RE Na ,S708.

FLE IC I71705/51253/

A 0 MANE artf =WM DEP AUMENT OF WATE? APPLY d SEArERAG:e-

pLo#44.43 & assasw eFueal

YffaxL-r MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION anl WACOL TO OXLEY SECTION 1

1670 DIA. MSCL WATER MAIN PLAN ANO LONGITUDINAL SECTION

SCALE As 5110115 lN CF 20 SliETS

CriAPPN3 W

486/4/6-W7084P I 0

20 30 SO 60 TO 100 U0 120 130 10 ISO 160

1



..

C C

_P 9937 3772.5

02760:36 RP.A.

_e 9033 =7629.'.6 .92.809.444

T K

rYtE as SEWER RISDIG NAINS

S t= SR +ti . " 0 a ' á

- - ^' S

> > , E j v/ (UNFORMED)

TP 3 ( s...t,(--' TP 2 TP

1 ,--. . # -

''''-7.-7-- --J

E7303.402 N2730.103 CH. 998.449

01.00 A.V. & M.H. BRANCH iN PIT Rtrert SHEET '18

R.P.A.

CP-TEST POINT .`:.. 3

.1

0470 M.H. BRANCH (WPld.d Typ°)

PLAN SCALE 1 , 500

E76 42.058 ) N2792.357

-o STORMWATER CH. 1342.753

E - ELCTRICITY - 3 3 SAN SEWER - T T- TELECOM

G 5 GAS

-^-K v- WATER


& 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)


SOCKETS FACING SOCKETS FACING

SOCKETS FACING

WOLSTON ROAD (UNFORMED)


-PROPOSED :ROAD LEVEL il

,- XIST :NG SURFACE LEVEL

-._.._.___--'-----------

30. BELOW A.H. DATUM

----- ' - -- _ ---- ----' -- - - -

I ¡

¡

8 1 P

i WITN COAAi

4.Y 1 MAL aRAAO

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INVERT OF PIPE áI PI -

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-' _

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Si

'1 5 I él

!

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PIPE CHAINAGE

tt

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CH. 998.449 - 1342.753 SCALES NORt20NTAL

11300 x500

VERTICAL

5 0 5 13 IS I0 25

SCALE OF METRES

1.500

NOTES

ISIS }TAW I VG S.AL. ;EAG :

:F9.;c0C7IN w:79 c. : CCUWENTATION 460 GRAN NG

.2 042S.ALS AM ..ORKMANS:iIP sAALL

BE :N ACCOROAN WITH ,NE

E2U:REMENr5 = 7,,;ïRE!- 57ANOAR05 >JSTRAL:A 3PE :IF: :A : :C'+` 4N0 =ES +b TM.E 3Y -LAWS .á ;ELEVANT BUILDING 4 TIQRITY,

03 T:Æ =TRACTOR SMALL VERIFY ALL

7rN5MSIQ9LS ON SITE PRIOR .- ANY

2=aSTRUC7ICTl GRAwIMG$ 3AALL A,): 3E

SCALE).

1G4 .AMY CISCRSPAMCr 3NALL 3E ,,SRMSD

APERINT NOENT 3EFOPE P RCC0-D. _Cry (ñ WORK

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

79E GEOTECIMICAL RE90RT CONTAINED IN DE CONTRACT DOCUMENTATION.

G9 mANNZILE COVQTS AM SPI CLE 500ES FOR ALL VALVE PITS. =CUR POTS. AIR VALVE POTS. 60.TED NAMC.S PITS. SHALL 8E SUPPLÍED BY TIE PRINCIPAL.

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

SACKFn.LING AREAS w.RE CATHODIC 1

P90TECTIßv rEST POINTS OR OTNED .,AGITES ARE TO BE IRSTALL50.

I W rRaS 3MALL 8E REMOVED ITNOUT 4+THE E APPROVAL OF T SIPERTNTENOENT.-

MAIN CONSTRUCTION DETAILS

CC.W.fNE ..;+.ìCOMPLETe-D i S.GiY:URE IOAT

1 '1

j ti

Nqt1ATa AA6160+B9IM1B.E 7p/$91E FOi PEDALS

.. MIENDAAB+R & EWE eEGSTß

AAAN:.GS ( -t CF a.+nP+G

l CATE ., T.ITT7M `F Cf .p18.T61 ff VJ CTBTIiy'Q1 6A6 s: .513PpCESI 1 $ I

C.47E iCATE !DATE

CE33a! . °4?Cai,(/1^.Gw/4...

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


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



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.:

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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


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

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,,-i , .4i . .

,

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..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


LOGAN CITY TRUNK MAIN AMPLIFICATION

WACOL TO OXLEY SECTION I

1670 OM MSCL WATER MAIN


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



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



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



\ \ \

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



BOREHOLE Mo. 19

LEGEND

016 70 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE COATED)


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 _


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 ,



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



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


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

¡ I

i i Í ! 1

;II ; I¡

I I

¡io ? iti j I

I

I

i ,- i

Z i Iz : i

i I i '

, . I° :;

I I-

i '

j

;m :

;

I

1

1 ' ° Iá ¡ p I

' i I_` ¡ ? Ì- i

I y¡- I

, i N j Ì

i

i 1 Tie I

I

I 71 3 1 5 I ÿ j` I

w(TH1070 1 I

I.,v 1

As' é.eL i ttj

i n 1

I wiTH ' v i

{MM BRATJiI I I I :1 - ¡ N.. 19a C

1

1 d I 'BRANGM I 3 1 - o= ! ' I

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; Î ál I = 1

Nlew N

,

«I :W xy vI


CH. 2024.941 - 2323.173 SCALES Ht1RRONTAL 1á00

VERTICAL 1500

OVERHEAD H.V. POWER CABLES

STURMWATER

ELECTRICITY

SAN SEWER

TELECOM

GAS

A - .WA TER



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.Ô 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 GUEENSLAÒ

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




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

rizi



j,n ,^74rz uol-f in 9 S4w/y

P+ / l/-er cc j {' VI .Pi T/r, a/rtt u// Itt> /. i%i % c'co.7 5

ci4 cr .e i+ Pr y,e, 2/' /1-7 5, Ìo co/J.,e



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



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 ' î

!~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




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,ÂOx 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 ffÎ

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

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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 ÌSCREPAACY 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

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LOGAN CITY TRUNK MAIN AMPLIFICATION TITLE


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01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION. 'BONDED POLYEhYLE.NE COATED)

CP 9949 E3974.297

. I DANGER - ELECTRICITY CABLES



HIMALAYA STREET IPSWICH. ROAD ARCHIMEDES STREET

3 L 5 I

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1

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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

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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

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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

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MASTER



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.. '

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_P 2257 E9055967 N2297.756

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(INSULATED)

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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

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LONGITUDINAL, SECTION CH. 3173.917 -

SCALES HORIZONTAL 1300. - /ERTICAL `_.c

_ '';. - - . _ ---_- -- - -

5 S 5 10 15 20 25

SCALE OF METRES

1'500

r.

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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

!

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INVERT OF PIPE

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7.71,71 gi

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'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

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A 7E:VIRE+E.vTS : -

_tin TRACT i:. yQAL_ VE07 'éNSISVS Ot -

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.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 ::-ÂN.ENCED

S:GNATURE

.[-a'?.AABOB.T.SS.E TOvssE Fai IMW9

A)raINDAENI a ISSUE RE66713i

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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


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 !




Ph. (07) 3403 1849 Fx. (07) 3403 1898



WACOL TO OXLEY

20 September 1996

TRUNK MAINS

Section 1

CATHODIC PROTECTION SYSTEM

CLIENT:





DRAWINGS

486/6/25- AA1C0021E

(No Number)

486/4/6- W7080GD TO 486/4/6- W7101RC

e






-(1.0) INTRODUCTION










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.



(3.0) MAINS DETAILS

Size:

Note

Coating:

Length:

Location:






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






(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 .





(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


Part One.

(4.8) Government Regulations: Queensland Electricity Acts and Regulations.












(6.0) CONCLUSION


(7.0) MAINTENANCE






Required:

1/ Notify plant operator and/or sign entry logs where necessary. 2/ Have appropriate keying.

Labour:


Procedure:






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:


Procedure:






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:


Procedure:







Project Date

-500

-1000

-1500

-2000

Test Point number

Distances to T.P.



10 11

12 13 14


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

Revision 09/20/96







Eagle Farm Q 4009



12

10


4 g

g

10 ,+ ` ° .`°' ''`°

1 .5 3.4 5.1 6.9 8.6

.;'_á ;;,:; ,<

0: °


1.142857


2 4


09/20/96 LOPWAOXI . WK4





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:


DIAMETER of MAIN in mm:

LENGTH of MAIN in metres:

COATING on MAIN:

PRODUCT CARRIED:

YEAR MAIN INSTALLED:

INSTALLATION EXTREMITIES:

CPS NUMBER:


DRAWING NUMBER:


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

Revision 10/19/95

.11






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


CHECKED BY

Revision 10/19/95






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


Z h4"1

Total No. 4. Bolts

Total No. / -2.0 Mylar Washers


CHECKED BY

Revision 10/19/95






CP Form No. 27

Project Vilorco/ / O l s$eo1 Unit Reading 7' 2 V A Date 28 -8 -76


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

Revision 09/28/95






CP Form No. 27

Project VWaco( /o Ode-% Sed/ Unit Reading 7 -f No //s Lt4m/-'Date 26 -9 -7


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/ì 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

Revision 09/28/95






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


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

Revision 09/28/95





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..


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

Revision 09/28/95






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


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

Revision 09/28/95






CP Form No. 27

Project Vf/acd tÒ Ox1e -e %Fec71/ Unit Reading 749 I/ 6 4.. Date 2 / ' e


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

Revision 09/28/95






Project Wa c o I 74, OX ie Sec'? / Unit Reading 7- 6 A Date o; 13 ó


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






CP Form No. 27

Project s co/ 74ó Oxle% Senti Unit Reading 7 ' I V 6 Date I -9 - 6


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 À +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

Revision 09/28/95





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

Revision 09/28/95






CP Form No. 27

Project 1Na co/ í) Ox ie-ts Sec,/ / Unit Reading -7' 4 V 6 A Date - 9 - 96


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

Revision 09/28/95






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..,.

Revision 09/28/95






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






Project Waco/ 1-0 Oxley Sedi Date - 7 - ̀

DESCRIPTION


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:



ABOVE TESTING

-/3 87 ---- 134.3

T-o $04 Ce// ro s 0.4 cet/


COMMENTS I LOCATION DRAWING Derail A

TESTED BY

Revision 09/28/95






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


PIN SPACING MEGGER READING S


TEST NO 3



WWI S s-1èm

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






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


Oo/ 4- O -- 8 -4-2- - 10 464.


PIN SPACING a- RESISTIVITY 9 S ohm /rib- MEGGER READING -7 6




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






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




TEST NO 3 PIN SPACING MEGGER READING -

A.-

!07


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






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



PIN SPACING . MEGGER READING Q 7


TEST NO 3



RESISTIVITY

RESISTIVITY

RESISTIVITY

/2- ó ohm tnfr,

Gonc.rcfc Cp$$/oN

INSTALLED BY

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Date 30 -7 --(714

TP No.

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TEST NO 3


7


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Revision 09/28/95






Project Waco/ To O,clev Sec+ /

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b TEST NO 3 - PIN SPACING RESISTIVITY MEGGER READING - -

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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 3

PIN SPACING MEGGER READING -

COMMENTS I LOCATION DRAWING

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RESISTIVITY

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INSTALLED BY

Revision. 09 /28/95






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

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Revision 09/28/95



.0Rx 3r 4R3TC7AL

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7

441

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1E6543.3661 .N2832-524 ;- CH. 180.143

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.

eloo A.14: AM3 KM. r---aRANCW1N-Prf

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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 --

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PLAN SCALE 1 t 5015

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LEGEND

01677C) MILD STEEL CEMENT LINED PIPE (mEorum DENSITY FUSION BONDED POLYETHYLENE coATED)


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

1 xeutzloL,,,c- .421 a.0:111

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t , ,

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DEPTH TO PIPE INVERTiti Ali I

INVERT: OF PTP=

SURFACE LEVEL

=I 1

; 1

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1

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co a.

I

c

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1

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i L

I

1

H

I

1 4; g:

iIIi

EXISTING SURFACE LEVEL-\\ PROPOSED 7,0A0 LEVEL--\\

N \\

=.1

-1,

1

14 3.114

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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


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

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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.

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AmENDIMINT A SM1E REGST 1

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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


LOGAN CITY TRUNK MAIN AMPLIFICATION Irma WACOL TO OXLEY SECTION 1

1670 OlA. MSCL WATER MAIN PLAN ANO LONGITUDINAL SECTION

ME 4.3 smor. 114- 2 CF SO 9-Ef1S

CR.L.we If At.eG. O 486/4/6-W7082P



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(gl

a.

a?

0979.01= I \ N26 70.472 E-

CK 668-731

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SURVEY CONTROL POINT 9900 TEST PIT No. 10

LEGEND


SOCKETS FACING I SOCKETS FACING SOCXc':S FACING

SANDYRCREEX WOLSTON ROAD (UNFORMED)

CONCRET= SURROUND 1

Z -- =' V' Teó

1

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1 : ' l'T ¡

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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

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SCALES 4.ORRONTAL 1600 VERT:UL 1500

NOTES

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GS :pE CONTRACTOR SHALL YERTF. . OD4N3(ONS co SITE PRAOR ANy -ONS;RUC:?6t ,, O2ArLÒS 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 ÂN`/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.È'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

CZ,TOR 6 ¡Drá:aR CF CFá04 6 SEV..{

=.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



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


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


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

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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

r.JLE IS 9'i« IT. A CF 20 5153ETS

2.0 io ¡CI 70 9.9 óo do Iio Lio 10 ISO 160

00,0G

486/4/6-W7084P I

04



OP 2437 E737721S N2742.736

4.P.A.

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v21309.Aa

MI1 p.

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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


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


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

MiBANE CZY caNa., CeARIVENT OF WATEI SLPPLY & SEWERAGE

A...4t#013 MG,' 914#1.04

mates MAJOR DISTRIBUTION MAINS

LOGAN CITY TRUNK MAIN AMPLIFICATION

WACOL TO =sr SECTION 1

1670 OLk. MSCL WATER MAIN

PLAN ANO LONGITUDINAL SECTION

SC9E SHOWN ter CF 20 91MTE

ouwwo Pe

486/4/6-W708SP aeG O

.2 io o io So lo S 100 lio Ao 40 1E0 160

; --

. ... .



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


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


1670 01A. >ASC. W A TER MAIN


se.sa sec?. 1N CF 23 94E= CRAV0P43

486/4/6-W7086P o



.:

;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



BOREHOLE AM. ;2.9

EGEND



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

FOR ALL VALVE PITS. SCOUR PM. .1:11

VALVE PITS. 0. T50 sAALS:LE PITS. SMALL SE SUPPLIED Or THE ROINCIPN- Ein

P1 ILSLLATED sol.r SETS 1.00 GASK_ETS SMALL 3E NIT Ala ANO TESTED FOR ELECTRICAL acwrion ALL FLAME EFLUCHES UCL/031/4 RTICA.A11714 ctimerntra. scoots mo ,...vES.

P e LIME= OTMERMISE IOICA TED ANCHOR

3LOCKS HAU. SE LISKINGOGICEIL

PI ECERNAL =Times ARE POT TO aE REMOVED N.E. ORR PTTT'.005 RE MARROW:1ED OR cOVERED 714 COW:REM

P. 40 REIWORCEMENT 1. O 0E wELDFD TO

OR SASE CONTACT 0(10 TOE PIPEr.caL

PS TIE EICC'S Pam. me SERVICES 35..04 TO SE COPTACTED tq TC

9.CZFILLINEI 046.83 Z.AT.00LIC .rorzcr3N TisT .0INTS °ma.

TTES ARE 70 SE INSTALLED.

.7.2= raras POLL BE REMOVED oiTTNOJT

'NE APPROVAL OF TUE

MAIN CONSTRUCTION 0E7 AILS; 01.7E ¡CATE '

CONoENGED 'CO4FLE7r2

307001100 IOAM

;

,

TH ...4943.43,4ussz TanssLE 1:04 INT1.4-51

APASNSMen. a Sae a ESISTE1

NANA1. 371 CAGECTOR CF PLA~5 G 325133

rArE I WE 'CFM=R CF :MECTO4 CF WO

=,srAcTO4 ma E EVFCIE33CFM.T050.5. :oomkinv

C.ms L114 lasm

1L50dmi-ts.0.11:cT moirTgalliVi 4

CPA.. eslarere4 .7./,'?e-

T;macl i FiwY Rirm

0.1Va 0.04. IOEC "3-4E, 797A/b

AK DATUM ISFEVECI I304ALL

COO RE eQ ..104A7

XS ALE :C 171704SLISIP

MAhE COY altNICL DEPARTMENT OF WATE SUPPLY & SEWERAGE PlAp..21 & WSW ESSANOs

twcacT MAJOR DISTRIBUTION MAINS

LOGAN CITY TRUNK NAITS

AMPLIFICATION

wits



PLAN AND LONOTYLOINAL SECTION

SCALE AS MONS Pe 7 Cl 20 43ETS

CJAAva.13 eq

486/4/6-W7087P 0

s a 1.0 So 70 100 1.10 120 130 1.50 1.60 -



T MENARY PLAYING

FIELDS r-Ex:E....a,

Ainar FOOTBALL LEASED FM&

/ \ ;

\ 0470 N.H. BRANCH

--Melded two)

E8224-169 N2698.5071

CH 2024.941

3ERVCE

L;oL, tA,Ge veAc, .eLEcTetcrry CABLES

0 .9 Cv:

t7.i n1 - Egz -47-22 --3470 3RANc.1 .

.74 si

;. 21. iN27S-4..i671-7 tvp,.)

I 77, .4s

z SM 40 ! :7 -.Yr.:

I

It

411 i ///

no ,,,,cree s um=

*

,

;

-,(4aPa,

91 AN SCALE S400

7

4

El 701 iE 14 ! 11,1 a) I' r

9"' BEND HE841.2-298

,

N2767.971 .1

CH 2225.321

0910 via TER MAIN

01670 MILO STEEL CEMENT LINED PIPENED/um oENsrr, FUSION 501.03Eo %SI-Hr.:ENE COATED)

Easoz.:.sa N2804.206

CH 2323..173

IMPRESSED CURRENT CATHODIC 940TEOTION

SOCXE-S FACING SOCKETS FACING

BRISBANE CITY COUNCIL LAND DUCIE STREET STRATHAIRD ,

I STREET OUCIE STREET

1 DEPARTMENT OF RECREATION AND HEALTH

PARKS BRANCH O.E.C. EASEMENT ;DAGER - INIG/4 vOLTAGE OVER.A*01

ELECTRIC:Tr CABLES

; !MM.

3as 7 3 & 31t,- In 7C N. 192

slt

2

i

5 23

.;0! cit 2 a , _ 3

1

3 3 a '3 No. L9b

I a

I 0

I a

V3& 3 I.

1 42TH ; 1470 ótn.

77 190 1 !.R.A 20.1 315

2 3 S I t.. NS 33 N.

30. BELOW A.H. OATUM I

! DEPTH TO PIPE INVERT

INVERT OF PIPE

SURFACE LEVEL

! PIPE CHAINAGE

eó

al

7.1

<74

i R'

i.

ol

1

A

3i -


CH. 2024.941 - 2323.173 SCALES NCIPTIONTAL 1500

vEATICAL 1440

C0 = 0

----T

?..". Z.F. 4427

I SN 5.0

OVERNEAO POWER CABLES

STORMWATER

ELECTRICITY

SAN SEWER

TELECOM

GAS

WATER

1CAL PROPERTY ALIGNMENT


aORS.:CLE N. 10

I S t to It zo

SCALE OF METRES

1 ; 500

NOTB

G: NCI 774.C:2..2 ?E TtAC 7.OLII-N.C22A *IT. ; an.aa 7=-2444T&TIC. AnC 3R.aisas.

33 3 A ^C....732ANCE

TECILILDEvENTS OF mE CuBBEAT

d dNOBIZS :AarAAL.:A SPF-C7.73Córt1744 AND CGOES .0 rya 3Y-LOS OF FrE 20_3ANT 31JILLVIG AUTNORITY.

G7 7,5 Z:N7RACTI:11 SNALI.. ',VIP, &L. 14EvISTZLS 71 SITE 'PICA TO ANY

7743TACT0:34. ORAIRICS ,C7

2. At OISCSTEPAACT 3E TET3007 SUPERINTEKIENT .BEF

47017EZDIÓG wtr,t

13 SUSSTTTOTE vATVIALS 54.4,.. 30 wIT.91713T TIE APPROVAL 7

wveRnaviosnr. Gó TIE CZsreAcrea SaALL. MME iM59.5

.IALT AINVE23ANT ITN ALL FAISTIVG 0E3y2003 NO STRUCTURES 47.7NLN AWACENT TO 71.1 SITE 7 NE .FoRx

AFiD M.N.:. SE RESPON3=LE F0G,44, OFaaGE 70 THESE say= A.° STRLCUREE DAME ire =ME nE =MOLT.

07 +LI. ;FORE SHALL 3E CARR= Our L, zraPt-LusE 0114 TIE OJEEN5LF.F0 mow-PLACE nEAL .00 SAPirf PEO.LATIONE AnC GLOOELIZES.

GS PEO O110-3 OF 0E LOGE 38 7 TO TvE GEOTECIedrAL REPORF

=TAMED TN 714E =MAGI' OOCIPOITATOok

G9 amagE.E COVERS apva_a OWES OR .v4LYE PM 30R PITA AIR

vALvE PM. MILTED MANACLE MS. Si4414. BE SUPPLZED BY THE PAINCIPAI-

5y.51 Pt 24SULATED BAT SETS MO GASLE7'3

514.u. 0E twstAums mo TESTED FOP alscrsrrcm. catau-Arram ALL

FlosE0 IFIFFCRE3 2CIACIIM3 RETOOA-A ?MN CemeTIONS. SCOURS APO AIR VALVES.

P2 344.ES3 OTNERWESE 24:=ATED AN04031

AO= SHALL 36 UNREINFORGELL

PS 4 ARE POT TO .1E .,

,A 1

CA 000E CONTACT wrtri 010E PIPEWORK. i P. vOREINFORCENENT TS 7D SE WELDED 77:

PS TE3GCSMEGL4.e_mvrms =.4AcTrz.cTo 3ACKFE.LZIA3 AREAS ..v.ERE CATKOIC ;.n.t..z.164,7=71715 anTanar :).3s ett,,,,monn0

ZE:11 TI 140 TS3 WALL 3E REMOVED PIMA/

Tó? APPBOvAL SUPERINTENDENT.

MAIN .C.ONSTRUOZ:::EDOETAILS1

CS7OPAILINT ipArE

GATE ;DATE

I

acr.Arl ,a.43.o.e.russ.e ISLE TR I NIULSI

AmavameNT a SSUE REGIS7S1 1 !

&44444. I CEECT5P CF R_AABA.G I d DEEX3N i

OSTE 1c.vra i

cia-164 7 ;OM .CYCTI CF ;alarm, CF

CCNSTR.C717+ Iót& 93,NCESIOP3U11:14SmS.

:

0 i .OSTABLOEN

i

i I

TATE CAFE .0ATE

MS131.1 LA:-...1oFT NaSEE'.FED2**W"."

11714AIANÌ 1, 4122.8=114,7"

0144 I ¡DEC '94! WSLFIVEY '°95

TAI 7974,6

'kit DATUM I &AVMS) iSORALL

..+702111

,An RA No I717GS/512381 .. arwmaCar

ANE cr y aunt DIFIAMENT OF WATER si.PFLY a sEWIRAGE FLA.www cam Eft4404

PPCLECT


LOGAN CITY TRUNK MAIN AMPLIFICATION TAB WACOL TO OXLEY SECTION I 1670 OIA. MSCL WATER MAIM


WALE AS S110.1.1 f re e OF 20 E175

CFiawret W.ema

486/4/6-W708SP i0

20 jo 40 GO 110 SiD 220 140 130 180

NUM a E



45 BEND E3524,0381 N2812-792

04 2346.215

,Easo2.6sa I N2804.206 I

cN p:A 7'

wC) STOR.A4WA TER -I-1- ELECTRIOrri -5 SAN SEWER - - TELECOM

GAS

WATER

P REAL PRCPE_RTY ALIGNMENT

a cp. .00 suRvef CONTROL POINT 9900

BH LO SORE-HOLE o.

LEGEND

I I

ass ' 54.1

4 7,7 ,

CL' I2i ' V1 ; SEND

IEB537.9S1 ; N2806.8941

: 1 '

.4 U.1 .1 41

! ' C

.41" 14k 11111111111

1

CH 2361.327

PARK

/"-", \ (31213.7-

0300 SCOUR IN PIT-, RE ER SHEET 19 :

I I

t

5;

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?Manx.

1,426:31.156;

636-194 90.7L

45° SEND

; Tr. Lacm-1.3E0 PILL 04 2577.148

irsuierliSTMGAtz

I;

AIR VALVE AND 1 ' .047.0,NUt BRANCH IN PIT

11dEF-- SIEEt12.1

1

r-T\ 1*--o-i

BH 37

t.

33 SEND i E8613.74516) 'N2645.807 CH 2539.932

1- 0470 MA. BRANCH e S CWsickni Tint s e e

BH 36 OtS0

Cf)

F

PLAN SCALE 1400

JERVIS ° o

-w !

1: !

cp 'NNE 88E79271

' N2643.648 STREET

-712 I ;4

-

01670 MILD STEEL CEMENT LINED PIPE (MEDIUM oENsrrY FUSION SONDEO POLYETHYLENE COATED)


SCC".,<ETS FACING SOCKETS FACING SOCKETS FACING

DUCIE STREET .


3

--EZEZE-

3p il I a

CUT MON 313: 5P N. 213 1 INN 21'1

304 SELOLY DATUM

DEPTH TO PIPE INYERT

INVERT CF PIPE

SURFACE LEVEL

PIPE GAINAGE ,21

4

15 lo-2.38

1

9 A 3 A...

si 1

I si

:4, 1

223.

B. 110

=.11 1 . 04

:17.2

iif 1 1

1

!I I I

l

: , ..

Wit: i

I

! !9.

L 1116'

I ! i i,,,, !

1. : 111. ! i

, .. ili: ' 1

1

1 '.*.

, ,..! .. - 'Is .

, i , -..!ti ilis,,,.

... zi,'-..t !...... , ,-. 730 1 ,.12.11 I ' I v. 232 I m.. 2341 1 ,. 20 , , r..t, 1 , :4 233 Isc. 0 -. I :::=,... i wItoi NTO 1 ;CIO PROM wrof 3470 I I ;

, o 1

; 1

..4;

R'

At,

LONGITUDINAL SECTION CH. 2323.1.73 - 2590.712

sc.ALEs fancomtAL 1400 VERTICAL 1400

-t

I 3 3 Co

o LG 20 40 SO 80 0 Ny 90 ZOO 110 1E0 So AM 110

SCALE OF METRES

1,500

NOTES FaSCLIL

:AAA:NG 3:4.4- ,-3,4110401"= . DOC.PENTTIO/ /N O 7.4A.1ell.

11 " - 3E :r .

- ;tmatmeos STANDARDS AUSTRALIA A4.12 C0SES AMD A.AS

AiELESAmT tJ5.tu' Aur-ORI-

03 THE VATRACrCIP cameo:co 074 Sri E 'tITC =tSTRuclTtrt DosNI55

1, us/ ZISCREPANCT ."

rN supeRnmfosxr 3EPC1-E RRITC£E0170. rant '../OPe.

SL.I.STTSIJTE MAVEAL41....: LP

30 .17501.:1' SUPERMEN:00.

GO !NE CONTRACTOR SNAA.a. o..t -7148.7 13111 CCwERSANT ITN t XISTING .3E,WICES Ar40 SINS.C7112ES .17,C. sOJACEmT 70 O-E SITE Zr 7,1

9W.t. 3E KES.00C3IELZ 7 t'It "3000CE O TNESE SERVICES u/0 STELCIORE3 011100 :NE =.2.4s. -k CONTRACT.

G7 ALL *MX SHALL 3E CAROM OUT :4:

=309-LUCE WIT/ 774E 5JES.315.-.AAC.

NTRIPLACE Nu.11. ANO 3,40811,

no.a.AttOms AN3 OJIDE.LINE3.

FOR CETAILS CF SCRENL,_E COS tIESO TO NE MDSTECNNICAL 4.'oPuTT

STAINED CH TkE ZONTPAcT DOOMENTATIOSL

G9 NANNO.E COTERS MC S7Ocs..E ?CUES

FOR TALTE PITS. SOWN OTTO. A TR

vaLvE PITS. BOLTED NANACLE 'Yrs. 4A6_ SE NPR.= BY r-E PRINCIPAL.

PS. EDE

ISOLS.:SETS ATID.BASXF-TS

CONTECTIONs. SCOCIRS NO AIR +ALTES.

P2 LNLESS 011W SE hoOLCATED Amason BLOCKS SHALL SE UNAILINPQRCEC.

PS EXTERNAL COATIN33 ARE NOT

REMOVED 80/1.A.PIPENORN .1'IPTION15 +Pe RANOLINDED cOVERED J. OSNCRETE.

al NO SEDOORCEMENT :3 TS 3E ...ELMO 70 OR MAKE CONTACT .17)4 TtfSTNFIL

PS TosE 5 CC-5 NECK ELE:. IERVICES 8RAI424 TO BE CONTACTED ;-Coo SAcxPILLING AREAS -.ben :LA

oROTECTION TEST .03.1.3 FAC=ITIES ARE TO SE 71,17.-3:17.

I3V-1 TI N3 TREES Emu. SE 2040V80 11143a

TrkE usefOoAL OF 114E OS.P.SPN:71N1ENT

MAIN CONSTRUCTION QETAILS. iggLe.mz

! tau:7F: stc,ANJAE ioAnZ

I

.

,

-.4100Sgilielz1FAN+4144-

N

Cc=oOoorE-E6cA-IrEcF i

a GzP a1B

CMINFAET

f

S28: C:PE"4-1im.r.:L"7T'04l1,6"1;wnssAf.

,

.

NNG

DAT

IC my Y:m ;M E.

SATE IM :Ae :.a. OCT

I

!

:

;

.

:

!'

:

.

.

.

.

0.4cO : MG.L.1 000-04i FEZ 7914/6

AN. DATUM IFIFNETECT

CI C13 ACI. 41470,9

.03 .E G o17O5,S(25s)

BANE CITY =NC. ;a14

DeARTMENT OF WAYS! SLPPLY & S8018tA6E

1.40. PLAPAP43 & CESIN 13~04



AMPLIFICATION



PUN AND LONGITUDINAL SECTION

SCALE AS SAO. IN. CP 2o SPEEll

Oliavos3

486/4/6-W7089P

i.ASTE R.1



= =

-.T

P A.

A C.P. 9900

BH 10

STORMWATER

aEOTRICITY SAN SEWER

TELECOM

GAS

WATER


SURVEY CONTROL POINT S900 BOREHOLE N. 10

LEGEND

30 BELOW A.H.

FDEPTH TO ?Mr

INVERT OF PIPE

SURFACE LEVEL

PIPE HAINAGE

PARK

111-.10 =UP

ilAsETT,E3

7-'18° BEND

; E3748.423 I

34sTO Nt.H. BRANCH -. Typoi

.-.101:7È-1.301,0

!

7.4 .9awEn sA44.,.. SE !

' SEPLAMD 0 r.-E SATISFACTTON CF PARKS KO Gamma 3R.O .

! E36 6 0.540 ; I N2636.194 !

CH 2590.712

_cREE TO EIE DEKWED

3H35

/171

. "a .!_;.

Sra. SCOUT 63317r.:A '11

LE411772 ° 3:017 -3300 SCOUR IN P IT-L7, 8S0.361

-

EFR 314.-T Ic ' N26 78..5-;7 CP

434'35:814497all

-mt-E r: se rerovo e

,/ BH 34 /

.<

\ '314 d 7,

DANGER - ELECTRICITY CABLES 1,

2.

PLAN SCALE :SOO

0100 AM VALVE AND 3470 /Ali BRANCH IN PIT

Ra-92 smET18

01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETHYLENE !COATE)

E8873.729 N2620.718!

CH 2849.897

IMPRESSED CURRENT -CATHODIC PROTECTION

SOCKETS FACING

BRISBANE =Ts, COUNCIL LAND DEPARTMENT OF RECREATION AND HEALTH PARKS BRANCH

If)

OA TUm

INVERT

sZ!

3 1 3 239 70 T.. 2 6

II I

:

!

I

i I

i ;

i

i i I i i

i

i I i

i

1 L

i i li i i

i sl 1 i

i i 1;2 i

CI f-AcNS issus.wrrnsa..shocasi° flit 1

I

1

s'.. 2.5 ; se, 246 1

,

3 1 5 N . es8 10 N 251

1

'

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eI

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?..11 01

FYI

A

EaRINGTON STREET HIMALAYA STREET

4 z q. ID

8 5 C .....

1 , a..- .-. '..7...

.,...-

-, -. , 7. ,.... .7--4 z 5 -.11.. s 5 .- 21,

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-- -o. C 7. ...Iva "; LuC!' E.;, Ai Al Pi

03=1.9, ...--, -sp,,,,t4s...-, A,P.i < 6

I

I

...- I !'-2

A.A .rrki

.300 1... I

515 ! . 253

! I i

1

. i

i i i

I 3C.Y..5"CH254 li. i ma..1235. , s : I 2' 1 3 6°. 25.3 70 ... 250 ICD":."93:6:35;1hIC:i. U 51 1:2

s

i I

:

!

F.4

A A

I !

I

sl 1:

N N

1

I

I 11 I

;

, ,

:! no Me ms

A

4.1 411

!fil* 0.

Ei

.; 5 9

Et


SCALES HORMONTAL 1400 ERTTCAL 1.300

S 2 i 15 5 N , , !

SCALE OF METRES

'1; SOO

iNJ 1 Lss2

151 TAIS ZDAHLAG 510646. BE TEAL) 11..

; 213PLILT6C770/6 wC176 The," capprapc Ape BR 616164S.

22 s.s._ .66 3E21 swl 6.A5. is. S6- 0,-- 2E :g 6=01.713A662 E dITh 42

;EC:CREME. 73 'BF :we 7292E67 17 6,26.P.T3 1:637PM-3A GPEC717:6 7313763.

2 -2 _"-- 2T ...S 27 -.2 -E1...26610 I its:LINS 6.4AMORI 7T.

23 716E 7231111,CTOR RIALL '6E0TP' A-- os.easzotas on SITE HUM

CPCSTRUCTIOR. 031A161PGS SARA ROT BE

4

SCAL.C.

GP QC! CSCREP6ACT 3...ALL 50 55E ro T-E A.P.INTENOENT 5EPOSE.

dr'.H wCWIL

GS NO RASSTT7017E ATERIAL3 SHALL

'ISEO HITHouT THE WHARovAL DF THE

512.MINTR.43EN.

.58 ON. TOACTO1 SMALL OdE -.MSai I xERSANT .1IT14 EXISTMG

2E71VICES Aw3 STRUCTURES -ALTHEA A60

An:..crocr O THE SITE OF IRE PORI HAS SHALL 3E RESPCIASIELE FOR ANT

ZAHAGE TO THESE Met9ICES 10G

370000.1M3 .01.0LIWO THE =.74sg.. TWE

G7 ALL <ORE SHALL SE UMW cur O.

=APLIANCE Wri14 TAW DuCcIASLANO ..001PLACE HEALTH AM3 SETT ACT.

0EMLATIMS AND MILDELMES.

65 FM COWLS OF IMO/3LE -0153 REFER 70 HE GEOTECHHICAL PEPODT 0019tADAM 114 THE DSHTRACT OCUNENTATIOL

09....931.1 OWNS; ARC SP/HCLE 30:23 FOR HS. 9ALVE PITS. SOLD PITS. AIR

PITS. EaLTED HANHOLE PITS. WAS. 3E SUFFUED IST fl E PRIRCIPN-

pler. PI IRSUA 7E7 SOLI T SETS kW GAscES

KALL as INSTALLED KC TESTED F ELECTRICAL 11.136JLA n0/6 ON MA AARSE0 ORANCHE3 ocumrs miftirors -EZNNECTICKL..SCULOS AND SO9

P2 twLESS OTHERWISE INDICATED ANCHOR

SLOGIO SHALL SE lOWEINPORCED.

P3 EXT/00.AL coAracs ARE HOT TO 5E PemovED Awes WIPEWORK qrrrics ARE

SuAIRCLACAW CR COVERED CPCRETE.

PA 3 PEMFORCENENT 53 TO 83 HELL= To

CA HAKE CONTACT WITH TIE FIREWORK.

PE WE 3CS s06. MO a.m. SERVICES 5316.336 70 SE =4TACTE0 Pa/OR TO

3CKFILL21G HSEAS HAERS CADMIC .somenon TEST POINTS OR OTHER

FAC.:-.:7--AS AIRE TO 8e INSTALLED.

T1 sO TREES SALA SE ;EHOvED .6.1110117

114R *ORRCI Al OP THE SUPERINTENOENI.

3

MN CONSTRUCTION OETAILS

44 ;DATE

a S:306474PE DATO

I

L=6.TE HENZIABASAZSLIE TOTIELE F01 134110-5

I AA,e.omerr & ssue KEG4STE2

!A.. PEEP

CATE

MECCA

CF

imA,

s ,dtlESaa'SchrOaewS

.DATE 'CATE

ClUMI! Lo., !pc, A4,..5.5P0=0,

43"4i TPACED

s SSNIT I NCI

34ca I Kr,. 7wo

0095

7974,0

AJ DA4113.4 Iscovela S-90XALL

MCD R.3 3 6A 70,0

in705/S12881

M MAN rt E Y =MCI DeARTmert OF WATE

Oak J .FtY & SE1NERAGE

?_A/KG =174 P.01

Pow= MAJOR DISTRIBUTION MAINS

LOGAN CITY TRUNK MAIN AMPLIFICATION TEtE


1670 DIA. MSCL WATER HAM


SCH-9 Sew. sK 7.0 m 23 says

fe

486/4/6-W7090P 10 CPAYKAG

o so TO go liso 12. 0 130 160 2S0 .1313



-r -V

'eNAL_a yg` -- 237S SWO

_ i

SUB STA rION X71 :

¡ i C >- - :í < a ',sq.!

IÌ C :Z =C I :J

j rill

O

)a or-se r.1 t ' 11 w..' oo ! r i 255,i.938 ',.:1

i x TY S

?.___ I'1< `-<_

R° 1 .1e.: 'I1 ,...sm y.-9...2. TO aE R I J

.- ' ... \ A.rO ST,,( ÑIN -ii

` _< : ' R°TE SURRQ,C ¡ .,1 V REFER .7E,AIL SNEET 17

J .-0470 M.H. BRANCkM 1ÿ,'J ¡ z I(Weiàsá Type) ,

$ l'° BEND

1E8873.729 L.: IN2620.718I CH 2849.897

STORMwATER

ELECTRICITY SAN SEWER

TELECOM

'3- GAS V- WATER

R-P 4 REAL PROPERTY ALIGNMENT

A cr. 9900 SURVEY CONTROL POINT 9900

BH 10 BOREHOLE Mo. 10

LEGEND

ç -:e <-I -` watt, dJ

o 9470 M}t BRANCH-/ i. i, (We)deá Type) ¡

. I DANG-ER - jA` LO M07í II. ANGLE I I ELECTRICITY CABLES E6B9WA.21 ' j

w25565911 ' 1Lr .., ¡

Ífr;

3: I I

1 EB921.361 N2499.372 1

CH 2980.298

:N. 7

ñi!.1 Ì -AI/RR "v - - -

IA 1285'--`

NI J Çj

i JI 01

UÌ =9100 AIR VALVE AND i 0470 M.N. BRANCH IN PIT

REF SHE T 18

i I Ì

E.PIT PIT

1IsTe375 7ga

+!,E0100 ARCHIMEDES

RPJ.

3i

<I

Ì E9027.520 ? ' N2337.Só i Ci( 31:3.917

9 i BN 29 W 1m o sWG a á

A.3'159. v +`` STRE= T

Oso SWO 9L

Y W ti3,yT1-

DANGER I.E-ECTRICITY CABLES

PLAN SCAL2 :600

DANGER - ELECTRICITY CABLES

01670 MILD STEEL CEMENT LINED PIPE cMECIUM DENSITY FUSION BONDED POLYETHYLENE COATED)

CP 99.9 E797.097 v2393520 'DANGER -

IELEECTRICITY CABLES

IMPRESSED CURRENT CATHODIC. PROTECTION

SOC°TS FACING SOCKETS FACING


22 ó 2

LhL;r1LLJ1 >O éWWÌ L. W 2- ' 0 mat _^~ W n1 re.

< 'a-AP - i WI ' C<c<4W - _ T ut°f i 71== ,_.._. OO R.JI Pi

Oz ;:..V1-4 ¡R r> Úñ L °1 S1 'R CM

=

S3 1-

^ i°r- L_ ( I I \

=

I

II, i. ,----7-.

I ' 1 i

20

FOR DETAILS OF MOTORWAY CROSSINGI ^T.r Wg

Se= DRAWING N. 1 ó z 1 486/4/6-W7095P I ° _,,. Q

` 2 . V i= ., .^ z y , ,m ro m w v< LI 3- m:° e_<=1 P.La- u ' I J Z i WI,u i' C< pt.W?O,!,V - < OpT-- pI=a

p-

I r I

S a S j

+ . 26l . i

W1=^ Nlos 1`7op °, P' c.WW W VI- óia

ói°zw :u Crá> `ltiym m13°! ^ -.9..Ntp-j. \\ ,/

U a

7 il

1

1

30. BEL Dw A.H. DATUM

I

PC

1 i

i i i

I

1

I I

I

265 OI . 267 ! I Ì

i I I i

PIS S O v I. 32: . '26

aSI %; .=

i

i

3 1 1 M. 277 70 N. 250

I i

I

wL P

28:

ii

I

A 911a N. 253 70 v. ?9_

á i M! i ° '

11 T.',

I I ! r -f

^ ¡ - Ì i i ] i

.I DEPTH TO PIPE INVERT

.. . . . ni i .1 roi i ;

Î . i

ni P ; w Ñ «I = ,J

n M

-i 1

r

. P : ñ: .4 - e ^l ^1 > ! . ! - w . ::

-

!

g di

INVERT OF PTP 7g1

1 - ,

i ; .N n M -7. 51 d I ! N i -, M ti d ri -N

1 i I ' i oI I

I

s i I; 2.' _;

Ni 74:Z.! 1 Eia 1^ i

^ i I

I R;

i - .

I .I 1 1 i

I g I i^ I I°i I

,

i ', I

SURFACE LEVEL i

1

ni I -! ! -t . '4; i ! ! '¡ ! I I 19 . 1 I '1 ¡

. ;

'

I I Î

I I r I Va w d PlIi

.++. I -I Ó w 1 ! á uY nl nI :.1 .M -.1 á I

41 n

N .1 .0 1T. ° N `

1 '23

a 41 ì

!I .1 NM i PIPE CHAINAGE a

'41 41 wo 1

m? j c : ó

q á M ° Ì .i e N

-i w.

a °. °I J á m «1 P. M á °ul ° PJ ñi ;I an 41 m F.1 XI m N !11


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

T- G9TALS .56 ORxrAniSHW SS C. ACCOADCi E <IT1 7ECJIREEM TS OF TIE :JRRET 3T i0AROS AI:STRAL:A SPE- TcAT_:'4 LNo COTES COG THE 3Y -INS .F ,s oa. vAMr 8UD.3U.G AUTIORITT.

=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 !

¡O3AT8 Ae0.6+1'ASELE ILVEMLE NOR INRM..9I

! Ab431DMH?T & SECS REGSTSt

MNV.L;71 68;:>A ff PLANeuG =WA

UTE I UTE f,P+L-.'..5 6 IOSSr3t 7 -6g-UA ff SEw ^^S.T.¿(.'TCN ìM1& E Sb-iVQ$ILRiiARTS/WS

oar.' G IrE (GTE

m0041 , 3.a. iati oURTj4/ 62AMN i 3Á i NoA IRKED i R095

0701 I .4.w_ 1 OEC9A! a 7974/6

Ali DA11R.1 I spvETED RsoXUL

Gm ßE AQ .6M7091

(7f705/512881

r= =F'Yr. b111 =NM ___12 DEPARTMENT OP WATE

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


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



t

z

4" i

.4i:1w 3 1.... a i ....lit= u 11 ;4: i

CH 3173.917 :T10 i LIJ t ..Itai :

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0300 SCOUR IN PTT mt ' 11

RET-"a SH-T 19

5 ZA se/50 /7:Ill

---..--"---------..t9o43-1158 sw.4 = I i SH 27 1 STREET

a

DANGER - I ELECTRICITY CABLES

IF rovORIC 11.0-LOES ..4-7E ?Tr

01.00 AIR VALVE

\ (A12861--

0100 AIR VALVE AND

Ra'RJg SP="-1. \ \ M.H. BRANCH IN PIT

90 SEND \ 51 'CS

. t ;

I E9183.02S \ i N2372.107 I

, \ k 1

CH 2.86o , .1

= - , _ sorcgvAivE

; tu)

%-;" -falsósccuR IN PIT ./Ittt - Ro-r."-q .9

it/ ̀ 14!,!,:. ! 20. BEND

= I I. ./ .4 Nc;4238245:1163

ìlM

BERNOULLI S S S 444SW--- S

90 BEND E9060.1.1.8 N2287.939

CH 3233.192

\--0470 M.H. BRANCH (Wideel Type)

PLAN

01670 MILD STEEL CEMENT LINED PTPeu'o:iti?rum CENS rrY FUSION SONDE:: POLYETNY' =MR WATE

S --GSM ,p, .1 ..... Sr j COI- '

I i 1.4 PI g . e 1RU'a SHEET 17 21.1:. i I

CH 3377.024

LINE ANCHOR

OE-/ / i

01200 BUTTERFLY VALVE- 1

IN PIT (INSULAT1EIN 1

R-R.J2 SH"- T 20 1

NE29208°642-043721

E9208.5771

I. i

I I

.I'PC..PTErr..''..v.POTNY

'DANGER IELECTRICITY cAaLES



ARCHIMES STRET SERNOULL7 STREET

:31

.21

I/

A .0

I

:!

a

IL

5 3 5 292 72 29,

3C0 SELOW A.4. DATUM

; DEPTH TO PIPE INVERT

;(;:-.

- us.

........ i I ; ;1 !

U ;URE ; L.IMIT OF CONTRACT i

!

f '

H

.

: i 1 1

; 1

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: . i

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;

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4

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INVERT OF PIPE 1!.! p7.!

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,711.41

SURFACE LEVEL

PIPE CHAINAGE

S 'AI

1

: 4!

7.; 1 : I

-1

! 7 " '

! .1

eil I I I

, 41

51 Àt

gi ,


PCRIZONTAL :SOO MRTICAL :300

O I S ID LS 20 35

SCALE OF METRES

SOO

CC =so=soso

9 J3 A_

A Z.,. WOO

8H 10

STORKwA TER

Sii-SiCTRIC7.7?

SAN SEWER zttrt...

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4,4.71-".R


SURVEY CCNTRCL FOINT ;900

30RE-ioLE No. 10

LEGEND

0600 MSCL PIPE I

imoFsP =Arm i

SOCKETS ;

FACING

IMPRESSED =RENT CATHODIC PROTECT:0. N I

i .8ERNouLL: ARcHERFIELO STREET ! .RoAC

(,Q CD li V Z

. F.,

ae %.4

Z.

7.Lf3 <

l;11& ! : i 4 . I :111! ...0ax ar

LIMIT OF CONTRACT CINCLUDES DEADPLATE) I i I j II ' ; III I

32. 114. , 0-- y 3 2....

ZEAOPLA:e 313.77"- 1 II I . ' ;Il I SEC s'. 'ZS! .

.4. 357 iiIi .

I

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I I I I

. I ? 90.

os00 ALVE :OuP_ING

J150 FL 3rPAS5 SPANCN 353

5 t 395. ! I SEN.

dl

II.1

INVERT cts

SURFACE LEVEL !

81

PIPE CHAINAGE

I I ¡ I

g! %141 ;;;;' zi 7,7: 2.

;

LINE A !

LONGITUDINAL SECTION CH. 0.000 - 23.'5E4

SCALES ACACCNTAL Z400 sERTICAL :COO

01 0.

i.f:OUIREm41.3

77.3

43 :r. 33.4- aL.Em51C00 CN 37-E 50137

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suPEZIKEN.E.- .7.

Ga 714 ZONTRAC7.73 SAA__ :AAA:Z -imSELF =avEZSA0 7 *a[7:- ALL 05:57I00

SERMES AK/ sraNCTuRES ,111511, +KO

ACIJACIAT TZ1 NAE SETE 7F 705E wORX

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

.00:PtACE +me 5AGE-7, A07..

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, ,

71. AORROVAL rAE St.Z.ERIMENCIENt.

wA IN CONSTRUCT:ON 7 ETAIL SI

;ATE Za..0ENCI7 ZO.OLE-EC

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.`C

i

17.A:2 0.43.0.4347.52.E 70,MELE FCP iNnsts

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:CISTFEIJMN

::470 1 CA 11 !OATE

.5 ="7'

maCE11 ; S..FRAY 5005

I

, Na

0.K.2 I ...al_ 10£.0-m I !PaC

AK. DATUM 3Ruu 950XALL.

7074/6

J S 741 -OJOSOS

.33 R.E G DSOS/MSc

amommal

MUM CITY =NCI DSARTINENT OF WATE SUPPLY & SEWAGE .L.M.G =EN EfaaAaa

pRaicT MAJOR DISTRIBUTION MAINS

LOGAN CITY TRUNK MAIN rma....77CATIoN


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




Ph. (07) 3403 1849 Fx. (07) 3403 1898

Brisbane Water Engineering .Services


WACOL TO OXLEY

TRUNK MAINS

Section 1

CATHODIC PRO'T'ECTION SYSTEM

20 September 1996

CLIENT:





DRAWINGS

486/6/25 -AA1 C0021E

(No Number)

486/4/6- W7080GD TO 486/4/6- W7101RC






-(1.0) INTRODUCTION










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.



(3.0) MAINS DETAILS

Size:

Note

Coating:

Length:

Location:






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






(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 .





(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


Part One.

(4.8) Government Regulations: Queensland Electricity Acts and Regulations.












(6.0) CONCLUSION


(7.0) MAINTENANCE






Required:

1/ Notify plant operator and/or sign entry logs where necessary. 2/ Have appropriate keying.

Labour:


Procedure:




I



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:


Procedure:






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:


Procedure:







Project Date

-500

Test Point number

Distances to T.P.



10 11

12 13 14


> 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



I





Eagle Farm Q 4009



12

10


2 4

6 8

10

1 .5 3.4

1 S .

6.9 8.6

; s;; },t`° ; `

#°


1.142857


2 4


09/20/96 LOPWAOX1. WK4





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:


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:


DRAWING NUMBER:


FOREIGN STRUCTURES in AREA: 6 az

ff(: //C l.cV l--irre

Tleeuft

COMPILED BY

Revision 10/19/95






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


CHECKED BY

zgl

Revision 10/19/95






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


h4,..1

Total No. Bolts

4. Total No.

Mylar Washers / z o


CHECKED BY

Revision 10/19/95




Eiectricai Engineering Unit


CP Form No. 27

Project .?1. 4:. °Lt ?...g2 jÇf eo]< <. Unit Reading 7" 2 V Date 28 '8' 46


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






CP Form No. 27

Project Waco f 7L6 Oc/ Sedi Unit Reading 7-Q Vol/s L4mPDate 25-8 -7


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 7òn - l

On -/gS vtla-ter Meier ì 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

Revision 09/28/95






Project Wa co/ 716 ,9e4:.i'... Unit Reading 7' ? V 6 4 Date 2 7 S


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

Revision 09/28/95






CP Form No. 27

Project Wei. ço/ Ñ 01c /e Sc-2 l Unit Reading 7 ' qv 421. . Date 3 ' ff .:Q6


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

Revision 09/28/95






CP Form No. 27

Project YJaco/ fa ox jç sal Unit Reading 7-71/ 6 A Date 22g 2v/


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






CP Form No. 27

Project Wa o o/ fo Oxiel,,5ec71 / Unit Reading 7 "? V t? .. Date z /-e96


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






CP Form No. 27

Project Yr a CO > D,t e Sec,/ / Unit Reading 7' 1 V 6 A Date 20; ` 6


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






CP Form No. 27

Project aco/ 7Lo Ox /e% Seat! Unit Reading 7- 7 V 6 A Date 12 se -rjó


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






CP Form No. 27

Project\ co /{,o O /e.c f S'e c7 / Unit Reading 7Q V 6 Date -e- 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- vti47èk 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






Project Waco/ fp Ox i-1., sec-III Unit Reading 7" 4 V 6 4 Date I9- 9 - 96


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






CP Form No. 27

Project "ICI c ° to Oxley Sec l Unit Reading ..............PS Date 28 - 8- ó


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






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.


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. sôss 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

Revision 09/28/95






Project 1A/01 ca/ to Ox le S-edi Date o - 7 - 2,4

DESCRIPTION


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



ABOVE TESTING

-/3 87 7'o euCv504f Ce-// ,. t 3 4 3 ro Cv S 0.4 Ce!/



Revision 09/28/95

Defa[l A

O e4 pass

4 v

6ymbo!

Joint:

TESTED BY

a






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





TEST NO 3



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



Brisbane Water Engineering Services CP Fora, No.18



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



PIN SPACING - MEGGER READING 7 6


TEST NO 3



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






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






/07


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






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



PIN SPACING . MEGGER READING 97 TEST NO 2 PIN SPACING MEGGER READING



RESISTIVITY /a- ohm mfr,

RESISTIVITY

RESISTIVITY

Conc,Ycf, Co$S/OH

INSTALLED BY

gct ri'c/ge over

Road

Revision 09/28/95






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





TEST NO 3



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






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




/ -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






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_


PIN SPACING a.. RESISTIVITY ¿5 oti, ,itj- MEGGER READING 5


TEST NO 3

PIN SPACING MEGGER READING "


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






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



PIN SPACING .Z. MEGGER READING 9


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



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

-111FK!

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


SURVEY CONTROL POINT 9900 TEST PIT Ito. .O

9900

TP '10

LEGEND

01670 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION SONCIED POLYETHYLENE COATED)


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 -

P a: 0= o; .r-=-"`";. 3 1. $ 2

-1 \ / gx437,..c7j4ZtA21'...-Eli // vALvE

LIMIT OF L.-2NIRtACT

-P !,stai-r- -4 5

. .

I) $

i 'Al :1

wORC 3Y ,IS0SCIFI.t. 1

.,..4 , lkl.NE:itELANON Nia ; re.Ascm

I ,-NNI LAN OE isoTALLZI dY ' PREN-CIPAL..

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


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



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


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


TELECOM

GAS

WA TER


SURVEY CONTROL POINT 9900 TEST PIT No. .O

LEGEND


-=--- 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....; ....- ,.?.

I 3RANcNI.al. 0 %7I'''..::;',. "7-1t.: . -.1. -,......; .41 LA ...7.7

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


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


SCALE AS DONN jW 3 CF. 20 9.ETS

c!Fwee..a

486/4/6-W7083P AAA3,C1



y .93S E6:900.917 v26611.1.1.1

EXISTING 39,0 MSC', rae.74K VIA ral 33IN ArTuRE 2/0900

ap

Y .935 17272.345 927.6.259

037E

a 3

.94OLSTON D.

UNSEX' REDS ..pa - 5

:777.7-. -.--- ,

!

../7"! .; ',...1.,' (UNFORMED)

;11

TP s

./"T°' ," - 7-- s

e' 1 ,-7-s

TP

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 ,

PLAN SO

/ REF

iat3,3 ,sccu PIT SHEET

U3I

1---(s121o) riI

Z.71

TP 4 .

R.P.A.

01670 MILD STEEL MENT LINED PIPE (MEDIUM DENSITY PUSICN BONGED POLYETHYLENE COATED)

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.

1

PS ar0INAL =1D5 ARE NOT 70 5E 1 -G - GAS AE.DVED NHIEN PTPSwasix FITTNGIET3 01i. 1

SURACILNOED OR COVERED :.4 CONOE- 9- MATER P. 19:1 wet,coactmepr 3,1,1:Lis WralliC 70

2.:14.-- REAL PROPERTY OR MAKE CONTACT WITH THE PIPEWORK. !

ALIGNMENT Ps 11.6 3CCS NECK 199 a-Ec. SERviCE.1

.4.. ..2. 9900 SURVEY CONTROL auxFa.L.249 AREA} wNERE cATH0OIC I MANY TO BE CONTACTED PRIOR "":

RITOTECT= TEST NIINTS OR OTHER POINT 9900 ....ca.rrms ARE TD SE IXSTALI.ED. :

9: TP 10 TEST ?17 No. 1 O T' no TREF.S S.u..:.. SE ;EmOvE0 wi N0,17 I

Ne .0.909AL OF NE 3:YERINTENOEN7 ,

LEGEND .1

NOTE Max. GI 3I3 DRAHING

ONJUNCT= ASUMEN71::.1 ¡0

. .

102 AL, NATERIALS AND w6itwoemSMi. IE :N .1C=00NCE ';:EreeeegnmEXTS 7:4 STANDARDS 35512M.: Ate C:00ES 30 71£ '7.2 ¡

RELVANT 3U0.0D0 AUT

53 THE =TRACTOR S.W. .EMT: DDENSICVS ON 311E POMP 'Y.. Amy !

:anstoucrok 70830.05 NC" :

=ALM I

EA ANT DISCREPANCY 39i31.- . .

reeei. SUPERIN7EA..."9T +ITN '-

GS .3 SUSSTTIUTE NATE:01..5 SNALL 5E USED WITHOJT NE ":.E SUPEPINTIINOENT.

n£ =TRACTOR %W.. 34ES r11115E1-'. Ff.54.7 =vERSAmt HUH ALL. EXISTING SERVICES AND STRUCTURES wITHIN APC AOJACENT TO THE SITE OF 735 '4001( .133 SHALL SE TesPo.sm.-.4: F05 '3.013 2 NESE SER91c55 ANO

- -STRUCTURES CURING rHE MURSE OP :NE ODNTRACT.

G; All NORK SKALA. 9E CARRIED OUI 1.3

=POUNCE NITH THE OuEENSLAND NORSPLACE MEAL14 AND SAFETY ACT. atosurmor Apo GUI0E-.-^tES.

GS FOR OETAILS OF SOREHOLE re TIE GEC:TECHNICAL R1.07,

Wrath:ED IN THE cootopc: COCUMENTATICN.

G9 Kw:ME CW03 ANO SPVCLE BOXES ;op ALL VALVE PUS. Pris. 51:1

981_3E PITS. 3a.751:1 m..01.E. PUS. MALL 3E SW SY n£ PRINCIPAL-

!

i

1

i

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!!

,11 t.;

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



C < U.=

OP A937 3-137721S Y671.3.734

La. 9933

S

10-

E7303,40 N2730.103 CH- 998-449


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-,

II La > D

6..C...., . f: ?A

'

. I

. 6

i

1..i

=C-

C

.7 ----:,2

7 X,

7...

5 7 o 4'

:1 0 z,

1 r r

P WITH CONS

I ....v 1 ALA,

BRAWN I

ASS ; amc.

I

I =2-

I8

I "! 6,

N


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

.1

!.:1 .4;

7.1

01 .5 ti '

ji 7, 1

i

...f

.2' .;i !il... :1

-1

I

,1,'!1

- -


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



AMPLIFICATION ITTAE


1670 OLk. MSCL WATER MAIN


SCH.1 WO Sanwlo ,re 5 CR shaTS

04.444.443 Pf

486/4/6-W7085P



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


: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

Itsl .

!

3 1 5 T3 1O.1.0

4 I I

9.1

i !

'

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 !

°I'M omlog TT4, -r--. !Air as

I

*1 A9 - >141 . .

i ei i ei

11 99 I :I

us1 Ail

:791.

1

te.z

5:4

;34.1 91 ei

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


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)



\ \ \

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

P> iP: Pm .: , : Z. ; r!.. t. ,... .-. '.2 .ms!! T-1,91-Ertyar, :7A.I.T... :2

E., 1 s :: i

.,:7:: ' ...*

,r,,11,7::oh -411z:4, 7. ,.2t3sa;o64EN.00Do';

.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



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


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,...,, .,

O 4 = ... P

.... , .ss C 9C

'''.. CD -.5 ,... 9 -3;

a 0 ..i I.sla . z Di 9C T.D ri

- *-2 S :

t (REFER MENG,' OETAILS SHEET :71 !

1

. .-- PROPOSED ROAD LEVEL ;, , \ .9

s- = ¡ ,

s 5-. EX/STING ROAD LEVEL .77

tsts= i7. us, ,s5

s 3 ; - 0 , .

i

,-.;

- 5 a

t9

Az !.75t

1 ,

..... .. :1-1

1 i 7!

i

-.9 ::: ...- ?.;

1

s.; , ..., :i :5

I 1 ..- 's,

---

D co

i

3 a

ag

S

D43 430131,

.PaNCN !

90./94

4 tg

1-3

d N...171 TO T2

Cca

i

C. me

vai s a4

O ya

s.1.

I

I ;

¡ t '-CaNENOR ELOCK ¡

! !

: REFER DETAIL , 5.9èèT

I I NI 4 1 ;

¡ ; ' ,

3141 !

"

I ; i :

e A. so.;

L.t2, !

I z: ! :

INVERT OF PIPE

SURFACE LEVEL

i PIPE CHAINAGE

Ct

:d el

CI 271

z CI '

]

ICI

assi. 9999

oJ

-41

El

zi

-;

:1 g Pssi .34

..4.!

1

44 -

4.1

rot

Ost

es . ="3

il ;..77

T. 1:

i

..!

21 2!

i


SCALE mcotrnmeru. 7.40o vtanc.N. ittsca

5 o s =

SCALE OF METRES

17506

NOTE

.T: =4

.- ..TUNCTION eTTA OTHER CZ,T.,.:-

==.4ENTATIGN 45O DRAWN:4-

.32 .47ERIALS AND

30 IN ACCSIDANOE kuartasterrs OF 7E CL2REN: STUOARCO AuSTRALIA SPEC:2TITA::054S II =ES AMO :1 --- RELEVANT MELDING AUTHORITY.

GS NE 9TRACT NALL AMT.', s.

IAft.NSION3 ON SITE MICR SV.

=MT.-ACTION ORAIAINGS NALL 4E

" reo 3summizsvsj"cTrEmmmsr" 3E SEFORE

.4 GS N3CCEUSEDSSITTUTE26 WIT:A "L CgUTVIA!

..tinteur WPM/DE/MN.

Gb SOIE =critic= sHAEA. HAKE 1190-. ING

SaRVICES ..13 STRUCTURES +INN

OANAGE"43 S""" TO 071E7-W 4'*4245 SE SERVICES 'T.Al sTra.ca.RES GCMG 11.6 caiRSE CF

TR GT. T.14.ACTWONs. SHALL a =4 ar vise/Rag -

COmPLIANCE 550m TOE Os./.AOC wOR0PLACE 750ALT. ANO SAPETv LOT.

REGULATIONS 900 GUICELDAS.

" RTORAETAIL3GEOTEWCIMNRENLEICAL REPORTLa" :15".7.4 CONTAINED IN TH8 CONTRACT 000.9404TATION.

89 MRANOLE 000E53 APO SPDOLE S0SE3

TRALVE"-LPIT13.1 rOLIPRMAINOLESCCUR "7.15.TS.AM NALL BE SUMMED SY TIE PRINCIPII_.

Pt DLMLATED BOO sEla .0 GASKETS SNAu. SE =MLLE° ma TESTED FOR ELECTRICAL DOULATION OK ALL TLANDED BITANDIES MUSING DETTGAAT ION

CONNECTIONS. =DIM aNO -kilt VALVES.

PE Ut4.533 OTHERWISE 2.01:CA TED aNCNOTT

alO0X3 DUAL BE UNREINFORIDED.

Ps ExTEmso. =ATD933 ARE far TO 00 REMOVED vi4EN PIPSWORR FTETTNGS PE SURROLROED Oa cavIRED IN COmalETE.

P. NO RENFORCEMENT 'M .0 SE CELOSO 70

OR mARE CONTACT WITH nee PIPEIVORK.

PS TIE Sam NE04. .40 S..EC. SERVICES BRAWN TO BE CONTACTED PPTOR 10

s.,..107aurzn-LINetrr..T:33. AaErstiO3.0";;EREinuas

Ti 550 .2EES SHALL as PMNOVEO "TTNCOT APPPOVAI. OF ThE SLIPTPTNT EMDEN T.

4.

MAIN CONSTRUCTION DETAILS i CATE

C05IP.P.:,PCE0 COmPL.S.r.r3.

WM. ATURY. josro

I !

513 AmIRCI.ENTASS.E TanEaLE 119TULS1

' Al.41300.41BVT a SSUE REGSTE2

AANNON

CATE

s cFECTt OP N-msub6 1 a azsiEm

1 acre

(VECTOR ICS9MTCR CF :VIECTO4 CP SEW

=67-4.CTOT. !AA& .39waslasurus.ma ;a3TREultN

TATE 115ATE !DATE

17IEDG0 T.O. iocT ...4Mg1Pti.9,t'""

s.s.. 1007 esearEEM

NI 1

; SAVET ! ma

s.o.ISC NO.L. !DEC trmi

AN DAILU

5096 '

7974/6

ODOsALL

CAD PLE a0/11117

am 05.5 Na cmoseSamb

IPA ,s955 ammoCell

=we art C:=1004 DEPARTMENT Cif -WAT SUFTLY a SEWBEASE

.m..421 A CESEIN alaW4D1

PccE07 MAJOR DISTRIBUTION MAINS LOGAN CITY TRUNK MAIN AMPLIFICATION 17U wACOL TO OXLEY SECTION 1

1670 DIA. MSCI. W ATER MAIN


.N.5 IO swam IN 7 Cp 20 NEETS

CRAWING Te

486/4/6-W7087P 10

s. 16 20 IO i0 so tio 1.40 LBO



CENTENARY PLAY/NG FIELDS

..E.3 7..e.a. a :ear= 7.1aisaa .2AGLW FDOTEALL

..t.stED ,'CM 3.C.G. SF-Awa

-

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S.

,

, :A !

SRANCd

:7 :vt ; c.1,1N2,7S159.3.8627317

(Wpicici type3 - 70

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N2751.39131 3 2se,,,, / 7 3.51/

:g ! L%L.LTi *73.11316 P wis

SH LO : i

6

/ \\ 2470 M.H. BRANCH

--(Welded type)

E8224-1.6 9 N2698.507

CH 2024.941

:<I V

9.t-DC: ,/ : ; -,-..:

.20 NATER SERVI=NiJ i l

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,

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w8H 39z.".3" DUCIE ST

.. i

1/- \ 9* BENS ,

er)

1,' \__; F.8442_2981 c r .1

N276 7.9711

:: :

CH 2225.321

1:

li 1

I 4

co

R.P.A. 2910 'PATER MAW

01670 MILD STEEL CEMENT LINED PIPENE.olum DENSITY FUSION BONDED POLYETHYLENE COATED)

I E8S02.67.3 N2804206

CH 232:LI


SOCKE-S =4CING SOCKETS FACING

BRISBANE CIT"' CSUNC:L -AND UCE STREET . STRATHAIRD ;

STREET DUCE STREET

DEPARTMENT OF RECREATION ANO SEALTH PARKS SRANCH O.E.C. EASEMENT

! OM.GER - !asigHcrRnt..TA - .-0! ic.7.crL..

5 3 ;,

q7}, wit SRAHCH, N. 1LS 7 3 1 5 14. T.T. N.. :92

,

;

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I

i

i

1 ¡

j

t I

3 31 & 0 N.. ..3i3 ISSI

64:

0'2E3 Tia

N

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,

i

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30. BELOW AM.

j

I

DATUM j

! 1

-. i i

,

1 ' ,

I i

: ;

I I !

.,. 1 i ;

1

'

:

i I :

I , /1

! I

DEPTH TO P/PS INVERT I 71; -.1

:91:

!:2 0..s;

5 i

Zs:. I

I1 i i

41i i

gi i

.74 ; ..

.... 1 '...

11

.

.

'

s.....

Aii Ni :

INVERT OF PIPE I; CI

1-.: ;01

.rt -:, edil

11

ra

g.

7,7"1

;

7a471 El .7°1 ZVI

I

NW 174 AD. ..! %It 21

,I t ;41

;1, v!! N. ia

3 . N; v.

$ ,o . .. .7.7 Ni-7J a.P.

. 74

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el Ne 7-7

;a"

ni Pe --* . UP vie

. ;

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,.., A sii .

i

?A .1 . Pm

.

..i ' .,

; te Pi -,'

SURF ACE LEVEL

j

i

1

,-.!

'1

FI

...

,Til

7-;

114 .

-,1 ; I

el I

- 1 ..:1

''l !

:I . i

1

&, ,

7,.

'1 .: .

1 -. ...,

31 Z.:

!

i

;

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el

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t

., A. trG AA ea ......

1 F'!;¡

:

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I 1

P. tti 1."

,,,

1

I

I

z ni" ...,.

....

,3; .72

1

.1 Aii en ,

aii 4

I 4 .: . ......, - ..,

3 r

,,, A. Z. iii PIPE CHAINAGE

li -

1 to:'

i

..4 '21

... d a,

di a.:

1

; ;1 ra

LPL.: el ra;g: 2'.

coca 1 Zora .

:16 PI aniai 2; ezn . Pa. tirj

NI ol Ca" 2; ni .,:i: ,a, LI. Zf" .4

j 9 ,...

2;

j :-. . i'O'

11 ,.., ;19 .. , :::::


CH. 2024.941 - 2323.173 SCALES NORM:AVM. 1400

VERTICAL 1500

aaaaaa

4o0:

SH IC

OVERHEAD A.V. 70WER CABLES

S TORNWATER


TELECOM

GAS

WATER



20RaiCLE Nu. :0

LEGEND

3 5 .10 70

. ,

SCALE OF METRES

1'5001

NOTE

-,03 -". *CT. c7hEa

GOCUNENT111014 ANC ZaANINGS.

.3z ,ATT.TI.13, .N33-4maNSN:F

3E. :N ZEOULIEHENTS C7.1./QP_N.T

STANOA=3 AL:A ...no cams ue ...was 7,..- ;e_.vAr 3U=0 AUTHORITY.

3.17...TRACTOR 94 -.!7P' ouaexsz743 t SITE ma; ..%) :sr TTNSTAXTICN. DRIPS SHALL "47: SE

, SCALVA.

G. AA:7 OSSCDEP..C7 3E RET7ivREG.

r. 5lPERIN7EPACEAT 2,EFE ....tdO/05 WITM .CORX.

G3 +.0 Stt331171.a3 ..731111.5 ,sED. NITHOur ThE APPRCVAL

311PERINTMENT.

Gé THE =WRAC= SJ.A.L. MARE

N3_1.1 CONVERSANT NITH ALL EXISTING WRY:MS .0 STRUCTURES ioTHIN PeGG

..o.:Lara 70 THE SITE CP :WE NORX

ANO SHALL 3E PESP0102LE To Neu SiDIVISES ,147

STRUCTURES OD G THE =MG CF 1:14E

DRITRACT.

GT AU. POP( sauu. 3E GAMS our omou.Ance 7411.4 RIEENSLANO .NORKPLACE HEALTH Are SARET ACT-

Reauricas GULOEUMEL

OS MO OEFALLS OF SOMME LOGS TC tt GEOTEONICAL ZEPern =TAMED IN 3E CONTRACT occubdaturan.

G9 COVERS AND 3PTNCLE NIXES FOR ALL ALYE Mt SOMA PITS. 47 VALVE PITS. 3OLTED P.I.CILE FITS. WU. 13E SUPPLIED SY TIE

Pt 745LLAITIS SOLT SETS APO GASKETS SHAU- SE MITALLED An7 TE37ED

ELECTRICAL NKLATION ON U. TUPEED MMO3 DCLUOUG RETICLLATICIN CONNEC'rIONS. SCOURS AND AIR VALVES.

UNLESS 0714EAMISE DO/CATED ANDOOF

EA.GCOS Atm.:. SE ufrPIEINFORCEO.

AR-ligspaies.NRT SE . -SSE .4 1

?-4

P. NO REPPOWSPENT :S TO SE WELDED -7

PS me S HEC = K ANO SERV2 OR NNW CCNTA GT nil FIREWORK.

CCI 3.1.04 TO SE 33K7ACTED .1ICR 3.2CFB.A.Dai AREAS NERE CATHODIC t

eal.,10.1:01 MST POINTS .7R OTHER

;AC:LIMB ARE TO SE DiSTAUNED.

T1 NO T3 SHAU. )V° PITHOUT :NE APPROVAL IE SUPERINTEHOI.T.

MALN.CONSTRUCTION DETAILS oTE :0A75 C7N.ENCED C.PLETED

3IGNA DRE :GATE

fr '

pcco.Te ...43.0.33.01541 TOASEtE ipala-S

& SEUE REEVE CFECTZT CF Rfrafre.G

QATE

t. OMEN

sam

cvecroi CF IU:ECral CF :

CCP4E7R.C71:34 1.6 E 971V13331CPSoATINSAAM

ES113..TE .1 Jc.AOCT ZSTEE-6"'"'IcAvE J

CRAWNI GCT EseNEEp r.- 4"if

TRACEGI

¡DEC -94,19,1307

A.Ft. 0A11.11.4 !ELFIVEMED 1.90X1,1:-

AO .H7058

.03 PLE 13)705/S12S82

umamiler

Stage WY =INC. DEASMWEINT OF WATE SPPLY & sEWERAGE PlAAOS & cesa

PFCLECT


LOGAN CITY TRUNK MAIN AMPLIFICATION =LE WACOL TO OXLEY SECTION 1

1670 OlA. MSCL WATER MAIN


WALE 4 510. N. a CF 20 94ETTS

CRA.V43 H WANG

486/4/6.W7088P i0

5 10 30 4.0 50 9.0 'DO 1 .0 ISO 1110

AS a Ek



4S BEND 1E3524.038 N2B12.792

2346.2.1$

, =BS02.653 I N2804,206 CH 2323..L7

1111' '

vim

Ui Ci

-As° SEND / IS537.9S1 N2806 3941

CH 2361-327

; ,

PARK

1213 1-

5,500 SCOUR rN ?IT- !

R SHEET 19 't

tt ; 115i; - 717.-41

Old

-86615_401 IN206.1v., cH as9o.7!,

E4856%. 78749 SC)O-1-

- -

IcHN2 6253771.1164;

E '1

11;777 10_1- OCt4SED PP-t.

,Laist; Mrson.;"

...I: ° JJ onsrav,GE

0100 AIR VALVE AND ,047,0 JA.H. BRANCH IN PIT

SHEET 18-

= = STORmWA TER

ELECTRICITY SAN se-NE; TELECOM

GAS

WATER

REAL PROPERTY ALIGNmENT

..00 SURVEY CONTRCL POINT 9900

BH LG 30REMOLE No.

LEGEND

A p

fit

r-T\

8H 37

33 BEND

i E8613.74S i .264s.807 CH 2539.932

0470 M.H. BRANCH e s melded Twit S s (3?

36 0150 - Me.

=3siLseasa. .:.4.4.azzi+reRa A mAserir2m. 1

-9903

LU JERVIS 44.

f

. STREET

i -w .> . wwww1.beeS792731

X ti w y 1

1 /7.

' 2100

1 -A. (// tt)

7

PLAN scJJ.. :zoo

01570 MILD STEEL CEMENT LINED PIPE MEDIUM DENsrrf FUSION BONDED POLYETHYLENE COATED)

IMPRESSED CURRENT cArHoorc PROTECTION

SCCXE-S FACING SOCKETS FACING SOCKETS FACING

DULLS STREET BRISBANE CITY COUNCIL LAND DEPARTMENT OF RECREATION ANO HEALTH PARKS BRANCH

//'---'\

i t, 1

er 01

, --ai F-_-,- Or, ..-Z

u 4.1--- 5

o

" '. .;-3 '''

i

-9 ti :...

?

7 !,,:;,

IA1283

I

c- = uJ .7c'= co= 5 o 0 _J L117

30. BELOW A.i. DATUM

I DEPTH TO PIPE INVERT

INVERT OF PIPE

SURFACE LEVEL

PIPE CHAINAGE d

:I 41

9 S N..216

I !

! i

I

I I

I I

td

!

wl I

C.4 9,1

1

?A

7,1

ot o of

I 1

si Iol

;

CO w

Q.

I L 3 IOTA

1 3100 A-1. NO 2 9 3 ISE- NUNCIO 0:4

-as TO G4=44 ! 230 I yo, =

I si

I I

I

01-1

5,

41

! , ; I !

7,;!, :4!!! 2!;1 SII iIi

I

BIll o

!

I

1.3T. :PRONS2 3:5 3'

' 1I1

21

a

al ci sl

.it


sc.uaa scstrzorom. Law vortcm, 1400

I 3 S SO

...1 is 20

1

SCALE OE METRES

1,Soo

NOTES IRAPPRA;

. :2,411.INCr2.% =COEN TA CY NO 7+A.PT-i3-

oo ,4ATERh-s 43.7.

SE :N AC=t0AAsCE 47 /EVAREAtEt'4T3 7.-43 0.30P,T ST ROAS713.3 AUSTRALIA SPE...C:s7: s :;o9

CCOSS .40 TstE 3T-1 YYS :7 ELE14444,7 1u/L=4 ,-7-t8 :-

£1 THE CONTRACTOR SPX-- AL- OIN£VSZOMS Ort 317E .oIC, ":t =israuclivA. 30ar1.41.1

vascRea,..c, Twe 2uPER1147ENOF.ta 30YC0E 'Q220411 RUN wORT.

QQ NG sissrrnms EE

U sia .FT.OUT 71.1 .0.S.." -77

SUPER OfTERJEN T.

Go TNE CONTRACTOR -PASCL.T F1.3x I ORMERSANT .(TN EXIST:1AG

-SERVICES AND 57131C TYRO 4CLIAGF.NT TO :14 sT7E T4 44:as

Ale SHALL 3E RESPOPCSIBLE WE TO THESE SIVICES STRICTURES PDG TIAF 7.7.2U C.3"

00XTGACT. G7 ALL twORG SHALL DE cAasnEr, 3117 :raw CE ITN 'TOE 1.11M.43:-AAC

YERKPLACE NEAL T34 ANO MEET T.

PGIULA TIGRIS Are GuILIE-,1143.

03 FOR OE-TAILS OF 313119.E 1-CW PUIR TO THE GEOPE04410u. AEPoir =WANED TN TNE G-3TTRAC11 OGROUNENTATIOL

EV 'c-LE COVERS MC STIX.Z.E NIXES FER M.J. VALVE PETS. SCOUR PITS. AIR

.ffs. ammo 44AANCT.E PITS. SHAL.L. SE SIPPLAIED ST 7,4 FTATNCIF44-

"Lrr0a84610.""! 4'44415 °,=%tlitiattP64 :71

ermeecrioNs. =item Apo A.12 0ALTE3.

P2 LFA.ESS 0114ERWTSE MOICATEO AACNOG

m-nocs SHALL SE UNREINFORCEC.

P1 EYTE1766t. COA TORO ARE 1s87 EE

REMOVED ROW& RIPEN.. ORR FITTINVAS ARE

111111C0CED CPI C:VIERISD CRETE-

P .4 2ED4FCRCESSE10 .3 73 SE 441-CED

ER MAKE CONTACT NMI 1;.4. CRE663121.

PS 114 54:= 14E04. 4240 SEPGIMS SANCA TO BE CONTACTS:. ?'J120 .0 LSACCF1111.1 AREAS 61.

PROTECTION TEST POINTS FACM-01ES ARE TO SE :41S744-..ED.

=2. It NO :RIM SMALL 3E REMOVE0 . rms ..vv. OF TOE 11...0R0T.OTENGEN

MAIN OA I E COANENMO

SIGNATURE

. ,

CONSTRUCT:Du ,:"ETAIL 3! ;tsArE

00

1 1

CEATIi ...134:114B133SELE TOTEtrierr*MW.51

AMENDAMYT & EWE rEC7CF1 CF P.AP444T4

OATE OATE

01ECTCP IC 701 CF ICFECTOSCF sew

=47FLL7CP4 IAAA E .4110ESICPL74064144.E. PZSMEtar$

DATE 1CA1E 03-rE

Ce=134 1=7 '9.1 r491-43344AM-4i*44".i

+Pm* 4iefr

I nocer! 1 !rya AfrAS

04Va l'ICre041 aFik; 797./6

Ali DAIWA ISLENVED A.soIALL

CA03 RE G Asw70,4

A.E TIT 05 /S4 2 SW

rwd.

Imam Cm

ERISEtANE Cry Cat4a. DEPARTMENT OF WATE SLPPLY & SEWERAGE R.ANwhe 6=34

FW:LECT


LOGAN CITY TRUNK MAIN AMPLIFICATION 1711X

WACOL. TO OXLEY SECTION 1

1670 OlA. MSCL WATER MAIN


SCALE AS Slosom t N i cr 20 SMEETe

GRAVA43 N 1.4960.

486/4/6-W7089P !O

30 ßO .0 L.L 110 160 40 tic)



STDRMwATE3

EECTRICITY - 5 - SAN SEWER

. - . T- TELECOM

-+ s- GAB

-y WATER

R' - "- REAL PROPERTY ALIGNMENT

A. C.P. 9900 SURVEY CONTROL POINT 9900

d BH 10 BOREHOLE No. 10

LEGEND

PARK

OF iAR ".ANS: S...Cm `+

: E56 60.540-1 : Î N2636.194 i

C.( 2590.7.2

-2RE: TO SE RENOVED

i

; i 3H 3S

3470 M.H. 3RANCï :Weitieá Type)

`

- ;8° BEND

!°_3748.4231

'`3EN0 __/ x300 SCCUR IN PIT-:%

13;/ERETR

SHI_rT r 9 I

, 27530 , ` ,Ì ÿ

- - W '-' ,!_._ _.-__

oA ^ SMD \ w

.

z O'NG'c<

3T. \ EL=:TRIG CABLES I .8M1A

I.

7000T aSSGC='. :.eA50 mom ' -

í3 }

PLAN SCALE :,SOO

0100 AIR VALVE ANO 3470 .H. 3RANCH IN PIT

REIMI SHE_T18

01.6 70 MILD STEEL CEMENT LINED PIPE (MEDIUM DENSITY FUSION BONDED POLYETWILENE =ATM)

E 3873.729 N2520.7181

CH 2849.897


SOCKETS FACING



DEPTH TO PIPE INVERT :II

INVERT OF PIPE «)

SURFACE LEVEL

PIPE ,,T4AINAGE

mi mI

s S l 5 v, 239 TO v .

ni

H i

i ' Î

!

vii

ñ no

MAIN CONSTRUCTION DETAILS 10A iE

;-,I..iw,..: COAAALET_I

S:G.NA:L:.c 'OATS

G~ I 7215 =.4.41.G .iXA4 °- REM) °Y

0N14`6..ON .0TH OTHa ÔNTRAC: __-_^_KTA.:ti rtO CRAwITGS.

. - sA7ERIA4.5 ND .ORX M IJ - A- OROANM3 NST .SE

3F .E _3ARENT MCS ;.

: < ..: r:ù_`c.w r:,ORr-T.

..:, 711E :7:.7117.C702 SXY.L /ER:^ L' INENSIONS ON SITE RIOR .0

CONSTRUCTION WINNINGS SMALL NOT iE =ALM.

' Gs ._ML -ISCREP.MCT SMALL '- Fre £7 TO

íIYPiUKrNOENT 3EibTE toar a.4 °r' :wat_

GS NO :U3STTTIlTE ATE9IAL3 S:.ALL '- :JSE7 tT11CLT rXE .PPROY+L JF rk

= :TMT.TACTT:R SMALL NACE

= ` CONVERSANT NUN ALL =XISTING SERVICES A STRUCTES .(THEN ANO

A0.ANS IR ACENT TO THE SITE OF 711E MOPN

Aep 3NALL SE RESPONSIBLE FOR AM.

OuAAf'i-E 0 l£SE .+rRVICES AIO T4UCTIïES :..WI1'O iKE W TRACT.

GT ALL *ORE SMALL SE CARRIED OUT U.

..3vl,IANCE NON TXE JIEENSLANO_

.ORLPLAC£ :EALTX .IG 5Ké Y

RECìATI0N1 MC MIIDELLEs

GS FGx CETATLS OF 30REWlE L003 REFER

'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<ULSKJÀ^^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 Î


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


LOGAN CITY TRUNK MAIN AMPLIFICATION ARE WACOL TO OXLEY SECTION 1



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



^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


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-


;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




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


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.Ôt 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


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

486/4/6-W7091P 10 ì

:WASTER.



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)



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 èi1\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

¡ , lcìi ,á¢il ' i -3ii

I °, Í

II = _ ill

^! i,Ì =.: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


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


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


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


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

1.^v<742.7 0.FL_° û _

I 5:0 .Twf :0+r.

1tC9.7r .0,eO.e97.55.E TnrsE FOi iT.m...S

AA@OAA2R 3t ISSUE REGISTER

CIFMTZ9 O' FLAnse

YATE

OP1-1 c !.>C2.14 5 ,OOH.L°. 6 MW

...^v.. -: Ín.6 E. aoV. CFii(F70704.95

C.472 lur_- iJn00ftv+

L433'. i L,t3. ACT n.l ñj/r 11.7.',Ze i t j// CRA)N91 3.^.3 _9!ju l.

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




S'aL .i SiqWN IM ;2 6 20 53E£15

CRAW/4

486/4/6-W7092P »APO

0

. O :0 20 30 .0 SO 7O SSO 110 1.0 :SO tW

i A r I

I

