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Plans 211063OW(A)
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SL 10 H
9. 8
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10 8.6
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20 X 40 JOINT SEALANT
7
DANLEY KEY JOINT WITH
SL TEL
MH R12 DOWELS AT 300CRS
OL
110.10
9. 5
GENERAL NOTES
10 8.5 109.82
22
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58
SL 10 H
9. 5
9.
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96
70 0
TYPICAL KEY JOINT
9. E 1
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1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
LINDSAY CONSULTING PTY LTD
MH
10
Not to scale
SL L T
0. LINDSAY CONSULTING PTY
O
11 LTD
DRAWINGS AND SPECIFICATIONS. 2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES
CUT EVERY SECOND WIRE DIRECTLY
20000
UNDER JOINT AND DEPRESS FABRIC LOCALLY IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER.
RPEQ 4928
3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!! OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
50 9.9 0
EXISTING DRIVEWAY TO BE REMOVED THIS DRAWING REMAINS THE PROPERTY OF
D L 1 8.7
4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS
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LINDSAY CONSULTING PTY LTD AND IS FOR
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5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE (INCLUDING
SAW CUT - (SC) THE SOLE USE OF THE CLIENT. NO PART
Not to Scale THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND
MAY BE USED IN PART OR WHOLE WITHOUT
SAW CUTS (USING A SOFT CUT SAW)
109.92 109.96
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO PRIOR EXPRESS WRITTEN CONSENT OF
109.22 109.98
109.77
SHALL BE INSTALLED WITHING 8HRS 7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC LINDSAY CONSULTING PTY LTD
OF CONCRETE PLACEMENT. WHERE AMBIENT
110.0
0
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
TEMP IS GREATER THAN 32 DEGREES CLIENT AND PROJECT DESCRIPTION
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
56
QUATTRO PROP'TY SERVICES
THIS TIME SHALL BE REDUCED TO 4 HOURS
9.
77 0
9. E 1
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION
10 EL
50
SL72 FABRIC (CENTRAL)
DRIVEWAY DESIGN
0.
SL L T
10.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD
Lot 1 RP176126
85 1
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11
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0.
LOT 2 JARRAH ST
DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD
10
SL L w
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11. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH
110
COOROY
2 Jarrah St
.10
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
44
PAVEMENT DESIGN
9.
78 0
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT". COUNCIL DOES NOT
9. E 1
11
Not to Scale
10 EL
0.
175
20
SL L T
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
1000
CONCRETE SHALL BE N32 PER AS - 1379
O
109.85 109.92
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS
110.05
APPLICABLE. DRAWING TITLE
DESIGN DETAIL
11
0.
30
DRIVEWAY REMOVAL VEGETATION PROTECTION NOTES
1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIORTO
CONSTRUCTION, OR REPLACED IF DESTROYED. SCALES
110.35
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE
CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM
N.T.S
GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND
REMAIN UNTIL COMPLETION.
3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE
Expansion joints: SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT
Types 1 and 2 at 16.0m centres RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
Types 3 at 6.0m centres
Type 1. 10 thick, full depth closed cell cross linked 4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
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 SURVEY DATUM
.
ASSOCIATED CONSULTANTS
1500
C C
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)
Contraction joint Compacted sub-grade
Expansion Joint
SECTION C - C
1500 1500 FOOTPATH NOTES
TO BE CONFIRMED ON-SITE 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.
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 relative approval of location and levels prior to excavation.
-0mm 8. All dimensions in millimetres.
to kerb level and crossfall specified.
SECTION B-B 5. Thickness to be increased to 125mm at residential vehicular
crossings. Reinforce with F72 MIN fabric, 50mm top and edge
FOOTPATH - IF REQUIRED
cover. Provide a contraction or expansion joint at both ends
of thickened section.
REVISION LIST
A ORIGINAL ISSUE 21/07/21
Protect your
PERSONAL
INTERESTS.
HEAD
EYES
All proposed operational works shall be constructed EARS
BODY
It is the responsibility of the
in accordance with Council's Operational Works approval HANDS
NOTE Foreman to contact the
THE ENGINEER MUST BE NOTIFIED OF relevant service authorities to Computer File
letter and Council's Decision Notice - Development Permit. CHANGES PLANS. IF NOT, AS CONSTRUCTED ascertain the exact location of 211063OW(A).DWG
DRAWINGS WILL NOT BE ISSUED
FEET services prior to construction. DRAWING NUMBER SHEET REV.
21-1063-C1 1 A
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