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031159Ow(A)
GENERAL NOTES
1500 1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS. 2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES
1500
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER.
3000
3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!!
PROPOSED 100MM UPVC SEWER LINE 23930MM 4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE (INCLUDING
UNITY WATER ASSET THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND
PROPOSED MANHOLE 6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
MANHOLE 1050 7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC
EXISTING BLOCKWORK MANHOLE 1050 ASSET ID - 2663533 8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
RETAINING WALL 1M ASSET ID - TBA S.L - 11.17 9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LINDSAY CONSULTING PTY LTD
APPROX THROUGHOUT S.L - 14.00 I.L - 8.56 COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION
SEWER EASEMENT LINDSAY CONSULTING PTY
I.L - 8.56 10.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD LTD
PROPOSED HCB TO ALLOW DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD
FOR 1% MIN GRADE FROM 11. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
INTERNAL SEWER LINE. RPEQ 4928
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT". COUNCIL DOES NOT
DRIVEWAY ESTIMATED IL - 13.184 APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS
APPLICABLE. THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
EXISTING INDUSTRIAL SHED
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
STORMWATER DRAINAGE NOTES
1.ANY CHANGES SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO CARRYING OUT
OF THE WORKS
CLIENT AND PROJECT DESCRIPTION
EXISTING SEWER
2.ALL LEVELS TO AHD.
3.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
4.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE BEFORE WORK COMMENCES.
GE & LK GRAMS
LINE FROM INDUSTRIAL
SHEDS TO MANHOLE.
LINE TO BE DISCONTINED/
5. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWING.
6. FOR BUILDING SET-OUT REFER ARCHITECTURAL DRAWINGS PROPOSED SUBDIVISION
53-57 RENE ST
7. THE LOCATION AND DEPTH OF ALL SERVICES SHALL BE VERIFIED ON SITE WITH THE
MADE REDUNDANT REVLEVANT AUTHORITY PRIOR TO THE COMMENCEMENT OF WORKS
1500 SHORT OF PROPOSED 8. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED TO ENSURE SAFE
DRIVEWAY
BOUNDARY AND DIRECTED
TO PROPOSED HCB
PASSAGE OF TRAFFIC AND PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF THE
LOCAL AUTHORITY.
9.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT LOCAL AUTHORITIES
NOOSAVILLE
SPECIFICATIONS AND STANDARDS.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RELEVANT AUTHORITIES
AND PAYING ALL FEES NECESSARY BEFORE COMMENCING WORK, FOR LOCATING ALL EXISTING
SERVICES AND FOR REPAIR OF ANY SERVICES DAMAGED AS A RESULT OF THE FOOTPATHS
AND PRIVATE PROPERTY SHALL BE REINSTATED TO THEIR ORIGINAL CONDITION.
11.ANY OBSOLETE/REDUNANT DRIVEWAY CROSSINGS AND DRAINAGE OUTLETS FROM THE
KERB AND CHANNEL INCLUDING ASSOCIATED PIPES ACROSS THE FOOTPATH SHALL BE DRAWING TITLE
EXISTING BLOCKWORK REMOVED AND THE KERB AND CHANNEL AND FOOTPATH REINSTATED TO THE LOCAL
RETAINING WALL 1M AUTHORITIES CURRENT SPECIFICATIONS AND OR STANDARDS
12.THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE WORKPLACE
OPERATIONAL WORKS
APPROX THROUGHOUT
HEALTH AND SAFETY ACT 1995. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THIS
ACT AND IN PARTICULAR THE CONTRACTOR TO ENSURE THE REQUIREMENTS OF THIS
WATER AND SEWER
SPECIFICATION WITH REGARD TO 'NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT ARE
FULFILLED.
1
13.BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH FINISHED SURFACE, AND PIPES
2
SHALL NOT PROJECT INSIDE THE SHAFT OF THE PIT.
43
EXISTING INDUSTRIAL SHED 14.STORMWATER DRAINAGE PIPES SHALL BE UPVC PIPE (MINIMUM SEWER CLASS SN8) TO AS
14. 1260 OR APPROVED EQUIVALENT. MINIMUM COVER TO ROOFWATER PIPES SHALL BE 50mm
EXCEPT WHERE REDUCED COVER IS REQUIRED TO DISCHARGE TO THE KERB AND CHANNEL.
SCALES
0
15.MINIMUM PIPE GRADES FOR STORMWATER AS 3500 PART 3: PIPES SHALL COMPLY WITH
P1
- 1.0% (MIN) GRADE FOR PIPES < 150 DIA.
- 0.5% (MIN) GRADE FOR PIPES > 150 BUT < 375 DIA.
nS A1 - 1:200
16.CONCRETE DRIVEWAY AND PARKING AREAS SHALL BE CONSTRUCTED WITH 32 MPa
DRIVEWAY 17.REFER HYDRAULIC DRAWINGS FOR SANITARY DRAINAGE LAYOUTS.
18.COMPACTION OF MATERIAL UNDER CONCRETE DRIVEWWAYS AND PARKING AREAS SHALL BE
(i) 75% MINIMUM DENSITY FOR COHESIONLESS MATERIAL (AS 1289 E5.1) AND
1o
(ii) 90% RELATIVE DRY DENSITY (STD COMP.) FOR MATERIAL OTHER THAN (i)
T 28
LO
Expansion joints:
Types 1 and 2 at 16.0m centres
Types 3 at 6.0m centres
SURVEY DATUM
Type 1. 10 thick, full depth closed cell cross linked
polyethylene foam (85-150kg/m )
.
Type 2. 10 thick compressed granulated cork board
Type 3. Connolly Key Joint with 100mm thick concrete
Installation to manufacturers' instructions B
MATCH EXISTING
EXISTING CARPARK AND DRIVEWAY C C
ASSOCIATED CONSULTANTS
Contraction joints at 2.0m centres:
B
25 deep x 6 wide recess, saw cut, PLAN
100 or as specified
or crack inducer 25 deep.
refer note 5
F72 Fabric (CENTRAL)
EXISTING BLOCKWORK
RETAINING WALL 1M PROPOSED BOUNDARY Contraction joint Compacted sub-grade
Expansion Joint
APPROX THROUGHOUT SECTION C - C
1450 1200
TO BE CONFIRMED ON-SITE
EXISTING BLOCKWORK
RETAINING WALL REDUCING FOOTPATH NOTES
TO APPROX 300MM 1. Concrete N25 in accordance with AS 1379 and AS 3600. 6. Concrete footpaths, adjoining existing driveways are to be
2. All concrete to be broom finished. transitioned over a minimum 5.0m length.
SECTION B-B 3. Contraction/expansion joints, 2m MAX spacing. 7. A street opening permit must be obtained from Council, seek
4. Finished surface tolerance to be maximum +6mm -0mm relative approval of location and levels prior to excavation.
to kerb level and crossfall specified. 8. All dimensions in millimetres.
5. Thickness to be increased to 125mm at residential vehicular
GRASS/LANDSCAPINGPROPOSED 600 X 600 crossings. Reinforce with F72 MIN fabric, 50mm top and edge
cover. Provide a contraction or expansion joint at both ends
STORMWATER PIT. ALL of thickened section.
INTERAL STORMWATER FOOTPATH DETAIL - IF REQUIRED
- 24045 NOM. 900X900 FEILD INLET
GRASS/LANDSCAPING TO BE DIRECTED TO 225 UPVC- MIN GRADE 1% Not to scale
THIS PIT FOR DISCHARGE ALL LEVELS TO BE
TO COUNCIL NETWORK 1000 CONFIRMED ONSITE
(375mm discharge) TO
1500
BE RELOCATED AS SHOWN
750
DANLEY KEY JOINT WITH 20 X 40 JOINT SEALANT
DRIVEWAY CROSSOVER TO
750
1500
COMPLY WITH RS-051 STORMWATER EASEMENT R12 DOWELS AT 300CRS
Provide 1 No 40mm EXISTING 150MM
Water Meter in accordance WATERMAIN - TYPICAL KEY JOINT
Not to scale
with drawings SCW350, 355 and ASSET ID - 203369 CUT EVERY SECOND WIRE DIRECTLY
6000
360 UNDER JOINT AND DEPRESS FABRIC LOCALLY
EXTEND EXISTING 150MM VEGETATION PROTECTION NOTES REVISION LIST
WATER MAIN TO SERVICE 1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIORTO A ORIGINAL ISSUE 11/02/22
CONSTRUCTION, OR REPLACED IF DESTROYED.
PROPOSED WATER METER SAW CUT - (SC)
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE
FOR EXISTING INDUSTRIAL CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM
Not to Scale
LOCATION OF DRIVEWAY CROSSOVER SAW CUTS (USING A SOFT CUT SAW)
SHEDS GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND SHALL BE INSTALLED WITHING 8HRS
EXISTING 40MM WATER SHOWN FOR APPROVAL PURPOSES TO OF CONCRETE PLACEMENT. WHERE AMBIENT
REMAIN UNTIL COMPLETION. TEMP IS GREATER THAN 32 DEGREES
33498 METER CURRENTLY BEING A CODE COMPLIANT DRIVEWAY IS POSSIBLE. 3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE THIS TIME SHALL BE REDUCED TO 4 HOURS
USED BY EXISTING PROPOSED LOT DEVELOPER REQUIRED SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT SL82 FABRIC (CENTRAL)
INDUSTRIAL SHEDS. TO BE TO PROVIDE COUNCIL WITH DRIVEWAY RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
DISCONNECTED FROM CROSSOVER LOCATION 4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
OPERATIONAL WORKS SHEDS AND MADE
AVAILABLE TO PROPOSED PAVEMENT DESIGN
Not to Scale
LOT
150
Protect your
KEY JOINT
PERSONAL
INTERESTS.
HEAD
SAW JOINT
EYES
EARS
BODY
It is the responsibility of the All proposed operational works shall be constructed
NOTE Foreman to contact the
HANDS
THE ENGINEER MUST BE NOTIFIED OF relevant service authorities to in accordance with Council's Operational Works approval Computer File
PROPOSED EASEMENT FEET
CHANGES PLANS. IF NOT, AS
CONSTRUCTED DRAWINGS WILL NOT BE
ISSUED
ascertain the exact location of
services prior to construction.
letter and Council's Decision Notice - Development Permit. PAVEMENT DETAILS - CONCRETE SURFACE
Not to scale
031159CP.DWG
DRAWING NUMBER SHEET REV.
03-1159-C1 1 A
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