Protection Cover Strip as required, (refer Section C6-2)
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DIMENSIONS
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%%UDIM A:
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350
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±
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50 FOOTPATH
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500
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±
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50 ROADWAY
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%%UDIM B:
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600 MIN FOOTPATH
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750 MIN ROADWAY - MINOR
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1200 MIN - ROADWAY ARTERIAL (DMR)
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%%UDIM C:
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1400 MAX FOOTPATH
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1400 MAX ROADWAY
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1600 MAX - ROADWAY ARTERIAL (DMR)
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Gas Main
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40 / 63mm OD
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As Required
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Real Property Boundary
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Real Property Boundary
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Finished Surface
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Level
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Pit sand bedding material
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Pit sand bedding material
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A
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A
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A
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B
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B
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LV
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B
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HV
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B
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Public Lighting
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cable in conduit (as required).
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Additional Cables / conduits
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as required. Install spares
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on kerb side.
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Separation for cable 50mm minimum
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(160mm desirable for cable rating)
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Refer Note 2
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Refer Note 2
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%%UWITH GAS
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%%UWITHOUT GAS
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COMM
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COMM
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ENERGEX conduit required where HV conduit
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50
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Refer Note 11 (Sht. 2)
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is installed
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DATE
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APPD
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CKD
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DRN
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D
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31/07/14
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A. Smith de Perez
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J Lansley
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J. Lansley
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Max depth in footpath
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1400MM.
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PROPOSED SUBDIVISION PROPOSED LOTS 13-23, 372-421, 429-448, 456-467, 9994 (PUMP STATION) & 9996 (BASIN) CANCELLING LOTS 1 ON RP170868, 1000 ON SP295608, 1 & 2 ON RP171287 No OF LOTS:- 93 POLE ALIGNMENT:- REFER SCHEDULE STREETLIGHT ALIGNMENT:- REFER SCHEDULE U.B.D. MAP 78 REF. D7 * DENOTES K.B.S. FROM HEAD OF POLE SPECIFICATIONS THIS WORKS PLAN IS TO BE READ IN CONJUNCTION WITH THE FOLLOWING ENERGEX MANUALS AND SPECIFICATIONS: * OVERHEAD CONSTRUCTION MANUAL * UNDERGROUND DISTRIBUTION CONSTRUCTION MANUAL * PUBLIC LIGHTING CONSTRUCTION MANUAL CONSUMERS INSTALLATIONS SHALL COMPLY WITH AS/NZS 3000:2007 SAA WIRING RULES ORIGIN: NEW RESIDENTIAL SUBDIVISION : NEW RESIDENTIAL SUBDIVISION NOTES: : 1. DESIGN & CONSTRUCTION BY DEVELOPER 1. DESIGN & CONSTRUCTION BY DEVELOPER 2. ALL SWITCHING TO BE CO-ORDINATED WITH WORKS CO-ORDINATOR 3. ENERGEX WILL CARRY OUT SPOT CHECKS ON COMPLETION. 4. CONSULTANT TO ISSUE CERTIFICATE OF COMPLETION 5. TEST RESULTS & "AS CONSTRUCTED" DRAWINGS TO ENERGEX 6. STREETLIGHTING: DESIGNED IN ACCORDANCE WITH STREETLIGHTING: DESIGNED IN ACCORDANCE WITH : DESIGNED IN ACCORDANCE WITH MORETON BAY REGIONAL COUNCIL GUIDELINES SECTION OF CALLAGHAN RD RELEVANT TO SUBDIVISION DESIGNED IN ACCORDANCE WITH AS/NZS 1158.1.1:2005 CATEGORY V5 TADORNA ST, VENUS ST, GRAZIER ST, KALLATINA ST & EVERTON ST DESIGNED IN ACCORDANCE WITH AS/NZS 1158.3.1:2005 CATEGORY P4 HOPEWELL LN, WARREGO LN & TYRA LN DESIGNED IN ACCORDANCE WITH AS/NZS 1158.3.1:2005 CATEGORY P5 SIGNED____________ DATE: 20/08/18 S.FLOWER R.P.E.Q 5164. 7. A 4.8m WIDE X 9.75m DEEP ROAD RESERVE FOR A PADMOUNT TRANSFORMER SITE IS REQUIRED IN LOT No.9996 (BASIN). 8. A 3.9m WIDE EASEMENT IN FAVOUR OF ENERGEX IS REQUIRED SURROUNDING THE TRANSFORMER ROAD RESERVE AT STATION 18 (REFER TO ENERGEX EASEMENT DETAIL FOR LOCATION) CONSTRUCTION NOTES 1. REFER CIVIL CONSULTANTS WATER AND SEWER RETICULATION DRAWINGS BEFORE EXCAVATION. 2. CABLE MARKER PLATES AND BOLLARDS TO BE INSTALLED AS REQUIRED. 3. IT IS YOUR RESPONSIBILITY TO CHECK ALL POLES BEFORE CARRYING OUT ANY WORK (I.E. BELOW GROUND CHECK.) SUPPORT CONDEMNED POLES. TARGET DATES MATERIALS REQ'D - DECEMBER 2017 SUPPLY REQ'D - JANUARY 2018 ON SITE SERVICE CHECKS ON SITE CHECKS OF EXISTING SERVICES SHOULD BE ARRANGED WITH THE RELEVANT AUTHORITIES LISTED BELOW. CONTACTS COUNCIL - DIAL BEFORE YOU DIG - 1100 TELSTRA - DIAL BEFORE YOU DIG - 1100 ENERGEX - WORKS CO-ORDINATOR - ROBBIE PALOMBO - 3664 7235 J&P RICHARDSON - (DESIGNER) - TOBY SKEATES - 3271 2911 - (DESIGNER) - TOBY SKEATES - 3271 2911 - (CONSTRUCTION) - PETER HARLEY - 3271 2911 CIVIL CONSULTANT - RMA - KYLE MARTIN - 3361 9319 SURVEYOR - DTS - BRIAN WHITE - 3118 0600 LANDSCAPE ARCHITECT - SAUNDERS HAVILL - GLEN CHALLENOR - 0438 147 365 GAS - APA GROUP - SILVIA HART - 3215 6655
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Signature:_______________Date:________
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standards and requirements.
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DIV: ELECTRICAL
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MR S.FLOWER RPEQ 5164
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REGISTERED PROFESSIONAL ENGINEER OF QLD
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been designed in accordance with Energex
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I hereby certify that the attached project has
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BACK OF
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KERB
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CHANNEL
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LIP OF
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KERB &
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BITUMEN
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NOTE 1:- POLE ALIGNMENT FOR A 4.0m FOOTPATH SHALL
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BE 3.2m FROM PROPERTY BOUNDARY
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BDY
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S/LIGHT
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INVERT
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OF KERB
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NOTE 2:- WHERE THE FOOTPATH IS WIDER THAN 4.0m
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GRASS
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%%UMORETON BAY REGIONAL COUNCIL
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THE POLE ALIGNMENT SHALL BE 0.9m FROM
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INVERT OF KERB
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(NOTE 1)
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(NOTE 2)
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MBAY
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%%USTREETLIGHT ALIGNMENT TABLE
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S/L HATCH TO
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MAIN ROAD
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LANEWAY
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FACE MAIN ROAD
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A
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%%UAMITY ESTATE LANEWAY
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%%UENTRANCE LIGHTING DETAIL
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%%UN.T.S.
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%%U11kV CONDUIT
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%%UDETAIL 'A'
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%%UN.T.S.
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CALLAGHAN RD
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VENUS ST
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%%U11kV CONDUIT
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%%UDETAIL 'B'
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%%UN.T.S.
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%%U11kV CONDUIT
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%%UDETAIL 'C'
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%%UN.T.S.
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KALLATINA ST
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TADORNA ST
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J & P RICHARDSON
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WACOL 4076
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114 CAMPBELL AVE
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METROTECH
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/ /
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18 06 18
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THE CONDUITS & CABLES DETAILED ON THIS DRAWING HAVE BEEN CHECKED BY THE
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UNDERSIGNED & AS FAR AS CAN BE DETERMINED ARE ON THE CORRECT
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ALIGNMENTS & AT THE CORRECT DEPTHS BELOW THE FINISHED SURFACE LEVEL
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OF THE FOOTPATH OR ROAD SURFACE.
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TYPE OF LOCATION EQUIPMENT USED:
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DATE CONDUITS & CABLES LOCATED:
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SIGNATURE:______________
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CARRIED OUT BY:
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CONDUIT & CABLE LOCATIONS
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BRAND NAME:
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DATE LAST SERVICED:
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MODEL:
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ADDRESS:
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COMPANY:
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810
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MARCH 2018
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NAME:
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DAVID KEAY
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20/08/18
Steve Harte
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B
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B
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REPRODUCED WITHOUT THE EXPRESS PERMISSION OF J & P RICHARDSON INDUSTRIES. C 2017
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THIS DRAWING OR PART THEREOF IS PROTECTED BY THE LAWS OF COPYRIGHT & MAY NOT BE COPIED OR