Original source · versioned page text
Civil Plan 031129OW(A) 04-07-22
Attached to the e-mail Operational Works Application OPW22/0172 - DA Form 1 & 2 - Civil Plans 1 of 2 - 53-57 Rene Street, Noosaville - Operational Works.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn PROPOSED 150MM UPVC SEWER LINE 23930MM
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!!
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 MANHOLE 1050
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
MANHOLE 1050 ASSET ID - 2663533
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
ASSET ID - TBA S.L - 11.17
LINDSAY CONSULTING PTY
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LINDSAY CONSULTING PTY LTD
S.L - 14.00 I.L - 8.56 SEWER EASEMENT COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION
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
EXISTING BLOCKWORK FOR 1% MIN GRADE FROM 11. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH
RETAINING WALL 1M INTERNAL SEWER LINE.
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
RPEQ 4928
DRIVEWAY APPROX THROUGHOUT ESTIMATED IL - 13.184
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT".
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
COUNCIL DOES NOT
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS
APPLICABLE.
LINDSAY CONSULTING PTY LTD AND IS FOR
EXISTING INDUSTRIAL SHED THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
EXISTING SEWER
STORMWATER DRAINAGE NOTES
LINE FROM INDUSTRIAL
SHEDS TO MANHOLE.
1.ANY CHANGES SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO CARRYING OUT
OF THE WORKS
CLIENT AND PROJECT DESCRIPTION
LINE TO BE DISCONTINED/ 2.ALL LEVELS TO AHD.
MADE REDUNDANT 3.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. GE & LK GRAMS
1500 SHORT OF PROPOSED 4.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE BEFORE WORK COMMENCES.
BOUNDARY AND DIRECTED 5. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWING.
PROPOSED SUBDIVISION
6. FOR BUILDING SET-OUT REFER ARCHITECTURAL DRAWINGS
TO PROPOSED HCB
7. THE LOCATION AND DEPTH OF ALL SERVICES SHALL BE VERIFIED ON SITE WITH THE
REVLEVANT AUTHORITY PRIOR TO THE COMMENCEMENT OF WORKS
53-57 RENE ST
8. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED TO ENSURE SAFE
PASSAGE OF TRAFFIC AND PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF THE
NOOSAVILLE
DRIVEWAY LOCAL AUTHORITY.
9.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT LOCAL AUTHORITIES
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
REMOVED AND THE KERB AND CHANNEL AND FOOTPATH REINSTATED TO THE LOCAL
AUTHORITIES CURRENT SPECIFICATIONS AND OR STANDARDS
12.THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE WORKPLACE
OPERATIONAL WORKS
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.
21
13.BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH FINISHED SURFACE, AND PIPES
EXISTING INDUSTRIAL SHED SHALL NOT PROJECT INSIDE THE SHAFT OF THE PIT.
43
SCALES
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
10
EXCEPT WHERE REDUCED COVER IS REQUIRED TO DISCHARGE TO THE KERB AND CHANNEL.
15.MINIMUM PIPE GRADES FOR STORMWATER AS 3500 PART 3: PIPES SHALL COMPLY WITH
- 1.0% (MIN) GRADE FOR PIPES < 150 DIA.
SP
A1 - 1:200
- 0.5% (MIN) GRADE FOR PIPES > 150 BUT < 375 DIA.
DRIVEWAY 16.CONCRETE DRIVEWAY AND PARKING AREAS SHALL BE CONSTRUCTED WITH 32 MPa
17.REFER HYDRAULIC DRAWINGS FOR SANITARY DRAINAGE LAYOUTS.
on 18.COMPACTION OF MATERIAL UNDER CONCRETE DRIVEWWAYS AND PARKING AREAS SHALL BE
(i) 75% MINIMUM DENSITY FOR COHESIONLESS MATERIAL (AS 1289 E5.1) AND
(ii) 90% RELATIVE DRY DENSITY (STD COMP.) FOR MATERIAL OTHER THAN (i)
81
T2
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
B
Installation to manufacturers' instructions
.
2000
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
PROPOSED 600 X 600 F72 Fabric (CENTRAL)
STORMWATER PIT. ALL
INTERAL STORMWATER PROPOSED BOUNDARY Contraction joint Compacted sub-grade
Expansion Joint
TO BE DIRECTED TO SECTION C - C
THIS PIT FOR DISCHARGE 1500
TO BE CONFIRMED ON-SITE
2000
EXISTING BLOCKWORK TO COUNCIL NETWORK
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.
GRASS/LANDSCAPING 5. Thickness to be increased to 125mm at residential vehicular
crossings. Reinforce with F72 MIN fabric, 50mm top and edge
cover. Provide a contraction or expansion joint at both ends
of thickened section.
FOOTPATH DETAIL - IF REQUIRED
GRASS/LANDSCAPING 375 UPVC- MIN GRADE 1%
- 24045 NOM. 900X900 FEILD INLET Not to scale
ALL LEVELS TO BE
1000 CONFIRMED ONSITE
(375mm discharge) TO
1500
BE RELOCATED AS SHOWN
750
DANLEY KEY JOINT WITH 20 X 40 JOINT SEALANT
Provide 1 No 40mm Water Meter in accordance DRIVEWAY CROSSOVER TO
750
1500
STORMWATER EASEMENT R12 DOWELS AT 300CRS
with drawings SCW350, 355 and 360 COMPLY WITH RS-051
FOOTPATH (SEE DETAIL) EXISTING 150MM
WATERMAIN - TYPICAL KEY JOINT
6000 Not to scale
2000
ASSET ID - 203369 CUT EVERY SECOND WIRE DIRECTLY
UNDER JOINT AND DEPRESS FABRIC LOCALLY
FOOTPATH (SEE DETAIL) VEGETATION PROTECTION NOTES REVISION LIST
1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIORTO
A ORIGINAL ISSUE 11/02/22
CONSTRUCTION, OR REPLACED IF DESTROYED.
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE
SAW CUT - (SC)
Not to Scale
LOCATION OF DRIVEWAY CROSSOVER CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM SAW CUTS (USING A SOFT CUT SAW)
FOOTPATH (SEE DETAIL) GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND SHALL BE INSTALLED WITHING 8HRS
SHOWN FOR APPROVAL PURPOSES TO OF CONCRETE PLACEMENT. WHERE AMBIENT
REMAIN UNTIL COMPLETION.
A CODE COMPLIANT DRIVEWAY IS POSSIBLE. TEMP IS GREATER THAN 32 DEGREES
33498 3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE THIS TIME SHALL BE REDUCED TO 4 HOURS
PROPOSED LOT DEVELOPER REQUIRED
EXTEND EXISTING 150MM WATER MAIN TO SERVICE TO PROVIDE COUNCIL WITH DRIVEWAY
SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT
SL82 FABRIC (CENTRAL)
RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
PROPOSED WATER METER FOR EXISTING INDUSTRIAL SHEDS CROSSOVER LOCATION 4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
OPERATIONAL WORKS
PAVEMENT DESIGN
EXISTING 40MM WATER METER CURRENTLY BEING USED Not to Scale
150
Protect your
BY EXISTING INDUSTRIAL SHEDS. TO BE DISCONNECTED
KEY JOINT
PERSONAL
INTERESTS. FROM SHEDS AND MADE AVAILABLE TO PROPOSED LOT
HEAD
SAW JOINT
EYES
All proposed operational works shall be constructed
EARS
BODY
It is the responsibility of the
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
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.