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Appendix A - Preliminary Engineering Plans
Attached to the e-mail RAL21/0009 - Response to information request - Gould Email 1 of 2.
Plans and drawings
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Log in to see the plans as drawn EXISTING SERVICES SAFETY IN DESIGN STORM WATER PIT INSTALLATION NOTE:
THE BUILDING WORKS IS LOCATED IN A PUBLIC NOT WITHSTANDING THAT THE PRESENT AND/OR 1. CONSTRUCTION ACTIVITY CAN BE HAZARDOUS. POTENTIAL SAFETY HAZARDS CONSIDERED BY THE - Excavate around and expose the existing Pipe, without causing damage.
PLACE AND IT IS THE RESPONSIBILITY OF THE PROPOSED POSITIONS OF PUBLIC UTILITIES,
DESIGNERS TO HAVE A HIGHER RISK THAN NORMAL CONSTRUCTION ACTIVITY ARE IDENTIFIED WITH
BUILDING CONTRACTOR TO PROVIDE ALL
FITTINGS, POLES, MANHOLES ETC. MAY BE
INDICATED ON THE DRAWINGS, THE CONTRACTOR APPROPRIATE NOTES ON THESE DRAWINGS. IT SHOULD BE NOTED THAT DESIGNERS HAVE A LOWER - Clean and remove any excess soil/material from around the pipe.
NECESSARY TEMPORARY SAFETY BARRIERS,
SHALL BE SATISFIED OF THE EXACT LOCATION OF
ALL SERVICES PRIOR TO CONSTRUCTION.
LEVEL OF UNDERSTANDING OF THE RISKS INVOLVED IN CONSTRUCTION COMPARED TO THAT OF A
COMPETENT CONTRACTOR. IT IS THEREFORE ESSENTIAL THAT AN ADEQUATE SAFETY PLAN IS
- Saw cut and remove/break-out top half of existing pipe, taking care not to damage
BUNTING OR FENCES TO ISOLATE THE WORKS NOTE
PREPARED BY THE CONTRACTOR FOR THE WORKS. SAFETY PLANS AND TRAFFIC MANAGEMENT PLANS the pipe base half.
TO PROTECT AND PREVENT THE PUBLIC FROM ARE TO BE PREPARED IN COMPLIANCE WITH THE STATUTORY REQUIREMENTS.
ALL EXISTING UNDERGROUND SERVICES TO
BE LOCATED AND PROTECTED BEFORE ANY 2. THE DESIGNERS MAY NOT BE AWARE OF ALL SAFETY RISKS AND HAZARDS INVOLVED IN THIS - Place and level 100mm of sand bedding or cement stabilized sand beneath pit base/sub-grade
ENTERING THE WORKS AREA. THE BUILDING PROJECT AND THE ABSENCE OF COMMENT DOES NOT IMPLY THAT THERE ARE ONLY LOW LEVEL RISKS
CONTRACTOR SHALL PROVIDE ALL NECESSARY
WORKS OR EXCAVATIONS COMMENCE.
OR HAZARDS INVOLVED IN THIS PROJECT. APPROPRIATE WORK METHOD STATEMENTS ARE TO BE
- Form up sides and inside of pit and place Class N32 concrete to form base of pit and sides.
SAFETY SIGNS TO INFORM THE PUBLIC. PREPARED FOR HIGH RISK ACTIVITY BY THE CONTRACTOR. - Concrete to be mechanical vibrated. Cold joints no permitted. Base and walls cast monolithically
3. THE DESIGNERS ARE AVAILABLE TO BE CONSULTED WHEN REQUIRED CONCERNING THEIR AREA OF
CONTROL WITH REGARDS TO SAFETY PLANS. - Install additional precast pit segment on top until pit height plus converter slab
CONTRACTOR TO CONFIRM ALL DIMENSIONS & SIGNPOSTING NOTES: matched the required Final Surface Level.
LEVELS ON SITE PRIOR TO COMMENCEMENT 1. ALL PAVEMENT MARKINGS SHALL COMPLY WITH MUCTD, SUNSHINE COAST COUNCIL STD DWGS. - Cast in place or place precast converter slab on top of the precast pit riser and seal.
OF ANY WORK. 2. CONTRACTOR TO REUSE EXISTING SIGN POSTS THAT ARE IN GOOD CONDITION AND UPON
ALL CONSTRUCTION TO COMPLY WITH THE APPROVAL BY THE SITE SUPERVISOR. LOCATIONS SHALL COMPLY AS PER AUSTRALIAN STANDARDS - Re-install pe-cast pit lid.
AS1742.2
AUSTRALIAN BUILDING CODE REQUIREMENTS 3. ALL SIGNS TO COMPLY WITH AS 1472.2, U.N.O. - Plumber may wish to install sewer main and rise to extended pit whilst no backfill
& RELEVANT AUSTRALIAN STANDARDS. 4. GUIDE POSTS DIMENSION AND PLACING SHALL COMPLY WITH AS 1742.2 - 2009, U.N.O. has been placed around the pit. Seal the installed sewer pipe and pit with a two pack
CONSTRUCTION NOTES: epoxy such as PHEROPI or equivalent.
ENERGY SERVICE PROVIDERS Manual of Uniform Traffic Control Devices
AGL
1. EARTHWORKS AND PAVEMENTS SHALL BE CONSTRUCTED BASED ON "SITE SOIL INVESTIGATION
REPORT" FINDINGS; PREPARED BY PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEEER.
- Back-fill progressively around pit with suitable granular material as level of fill platform rises,
ERGON.
ENERGY
energex 2. PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING EARTHWORKS CONTRACTOR TO INSTALL hand compaction, or alternatively backfill around sewer pit with cement stabilized sand
origin NECESSARY EROSION CONTROL SYSTEMS AND DEVISES, IN ACCORDANCE WITH EROSION &
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: ALL SIGNS & LINE MARKING TO BE IN SEDIMENTATION CONTROL PLAN. with no compaction.
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED 3. PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING EARTHWORKS CONTRACTOR TO INSTALL
PRIOR TO START OF CONSTRUCTION. PHONE DBYD ACCORDANCE WITH THE MANUAL OF NECESSARY TRAFFIC CONTROL SYSTEMS, IN ACCORDANCE WITH TRAFFIC CONTROL PLAN.
SERVICE LOCATIONS ON 1100 FOR DETAILS.
UNIFORM TRAFFIC CONTROL DEVICES. 4. EARTHWORKS CONTRACTOR/CONTRACTOR TO IDENTIFY ALL BURIED AND ABOVE GROUND
SERVICES, APPLY FOR D.B.Y.D AND CONSULT/CONTACT UTILITY/SERVICE PROVIDERS, AS REQ.
N12 TRIMMER BARS
PAVEMENT - ALT. CAR PARKING AREAS - N/A 1.0m LONG, UNDER
MESH
THICKNESS TYPE COMPACTION Polymer Pit Lid (Closed)
30mm AC14H DENSE GRADE ASPHALT,
[email protected]/m2 SL
120mm TYPE 2.1/20 BASE COURSE PAVEMENT 100% MMDD
TYPE 3.4/20 SUBBASE - NATURAL SQ Everhard Polymer Pit
120mm GRAVEL (NG) OR CEMENT STABILISED 98% MMDD K.J. K.J.
TYPE 2.1/20 PAVEMENT (4% CEMENT) Size as Spec. on Drawings
250-300mm INSITU STABILISED SUB-GRADE USING 97% MMDD
QUICKLIME OR HYDRATED LINE; REF:
MRTS07A SPECIFICATION & COMPACTED Pit Boss Pipe/Pit Adapter Compacted Granular Material
ACCESS DRIVEWAY & CONCRETE SLAB HARDSTAND AREAS
THICKNESS TYPE COMPACTION
Fc = 32MPa Concrete Strength, SL92 Mesh
Ø100mm uPVC SN4 Pipe
C.J.
100-125mm Top or SL72 Top (50mm min. Cover) or as Specifiec on Drawings
50mm Bedding Sand
TYPE 3.4/20 SUBBASE - NATURAL NO TRIMMER BARS
GRAVEL (NG) OR CEMENT STABILISED
200mm
250-300mm
TYPE 2.1/20 PAVEMENT (4% CEMENT)
COMPACTED SUB-GRADE OR PROOF ROLLED
98% MMDD
GRATED POLYMER PITS-STP5 - 6 SECTION AT KEYED JOINTS
REINFORCEMENT DETAIL AT INLETS
95% MMDD
NOT TO SCALE NOT TO SCALE
Copyright: The drawing and engineering content shown in this drawing remains the property of Blackall Range
Consulting Engineer and may not be copied, altered, sections omitted or erased and changes made without the prior
written approval of Blackall Range Consulting Engineer. Acceptance of Blackall Range Consulting Engineer fee proposal
or estimate is deemed sufficient to effectuate an agreement. Non-payment of said fee proposal or estimate and
subsequent use of Blackall Range Consulting Engineer drawings or material is a breach of said agreement and subject
to litigation. ABN 94950162458
Rev. No. Drawn Amendment Details
0
Drawn
CJF
Checked
CJF
Date
Site Classification: NA Blackall Range Email: [email protected]
PO Box 342,TEWANTIN, QLD
Phone: 54457353 CLIENT: PROJECT DETAILS: Sheet No. 08 of 13
Mobile: 0419140465
Date Issued:
Soil Classification: CI Consulting Civil, Structural & Geotechnical Engineer
B & M GOULD ALLOTMENT RECONFIGURATION CAD File:
Sept 2021
Copyright: The design and engineering content shown on this drawing remains the property
Wind Category: N3 Campbell J Foster LOT 401 & 402 HAY STREET DRAWING NUMBER REV.
of Blackall Range Consulting Engineer and may not be copied, altered, sections omitted
or erased and changed in any way without the prior written approval from Blackall
Range Consulting Engineer. ABN 94950162458
Terrain Category: 2.5 MEIAust (CPEng Civil), RPEQ 7228, NER
TEWANTIN 2021-1087-08 1
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