Original source · versioned page text
20220214-Cv
STANDARD SIGNS AND LINE MARKING NOTES
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1. GENERAL
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION) AND AS2890: PARKING FACILITIES .
STREET
2. SIGNS
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2017 UNLESS NOTED OTHERWISE.
NEW CONNECTION TO EXISTING 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION
ELECTICAL SERVICE
A
CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500
D R
FROM FACE OF KERB.
A N
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR
W Y
CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO
APPROACHING HEADLIGHT.
3. SIGN SUPPORTS
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3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE.
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4. LINEMARKING
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4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
NEW TYPE 'B1' BARRIER KERB TO REPLACE JOINTING NOTES
33.2
EXISTING CROSSOVER AS PER NSC STD
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DWG RS-080 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
PROPOSED RESIDENTIAL DRIVEWAY TO
5
2. SAW CUT JOINTS MUST BE:
32.5
BE CONSTRUCTED IN ACCORDANCE WITH 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
IPWEA RS-049 & RS-050
5
34.
2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
32.
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND
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CONTRACTION MOVEMENTS.
4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT
SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
PROVIDE NEW CONNECTION TO 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE
EXISTING WATER SERVICE W W W W W W W W W W W W W W W W W W
SIDES OF JOINTSWONTO THE SLAB
W SURFACE. W W W W W W
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6. DOWEL BARS ARE TO BE
W
6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
33.75
3 4 .2 5
W 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
32.75
33.5
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
W
6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
W
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W
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.2
W
5
W
W
W
W
W
35
43
34.75
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
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NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
33.2
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
.5
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
5
34.
33
25
34
33.
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32.
32.
5
75
5
PROVIDE NEW CONNECTION TO
EXISTING SEWER SERVICE
S
S
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
S
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET PROPOSED LAYOUT PLAN FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
NOOSA HEADS, QLD, 4567 BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220214 A1 01
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