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RFI - RECOR Preliminary Stormwater Management Report - 20220078
Original PDF page 21, section 2. The text section number identifies this passage in the reader.
WHERE
.1
22.21
25
CROSSOVER AS PER NSC STD DWG THEY ARE IN A PAVED SURFACE.
25.92
22.10 17
.2
22.97 26.17
0"
25
.
4. LINEMARKING
26
23
.6 RS-049 & RS-050. UNIT 1 DRIVEWAY
5 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
ALIGNMENT - REFER DWG C31 FOR
5
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
.6 4.7
LONGSECTION AND VERTICAL
2
8
.4
9
22.12 CLEARANCE. LOCALLY GRADE TO
22
23.72 24.69
24
JOINTING NOTES
0 22.08 23 MATCH EXISTING.
22.0
0
.06 23.97
Valve
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24.80 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
Po
24
08
+24.60
22. we 23.37 REQUIREMENTS OF AS3727.1:2016.
282°02 CAP
+25.40
8
r p
.7
24.78 2. REFER TO STRUCTURAL PLANS FOR INTERNAL SLAB JOINTING LAYOUT.
24
21.98 '00"
+25.30
it 8 22.09 ole Telstra P 24.7 25.20 3. SAW CUT JOINTS MUST BE:
P
y .9 it 16.090 24.4
3 8
.51 3.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
l
Gul 21
22
2255.51 3.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
25
Fire Hydrant 25.
25 5
22 3.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
.00
Back o 37
.1
.42
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NOMINAL LOCATION OF NEW 1.5M f Kerb 4. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO
5
WIDE FOOTPATH AS PER NOOSA 31 ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
22. Edge o
SHIRE COUNCIL STD DWG RS-065 & f Bitum
en
23.58 25 5. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE
CJ
24.82
NSD-9006E 23 Sewer Manhole CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
.46 6. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY
AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE.
MODIFY HYDRANT TO SUIT PROPOSED 24.95 7. DOWEL BARS ARE TO BE NOTE:
DRIVEWAY SURFACE LEVEL 24.8
7.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
5 400MM CENTRES DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
7.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
300MM CENTRES DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND
7.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
300MM CENTRES REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY.
7.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CONTRACTOR TO ARRANGE ALL NECESSARY APPLICATIONS
CENTRES AND PERMITS WITH THE RELEVANT AUTHORITIES. SERVICES
TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
6 WYANDRA STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
D 28/10/2022 REISSUED FOR APPROVAL MVP BP NW 6 WYANDRA STREET ROADS AND DRAINAGE FOR APPROVAL
© ABN 89 647 469 707 C
B
11/07/2022 ISSUE FOR OPW
24/06/2022 UPDATE ISSUE FOR MCU
BP
BP
NW
NW
NW
NW NOOSA HEADS NATHAN WAGSTAFF LAYOUT PLAN NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
A 30/03/2022 ISSUED FOR MCU BP NW NW SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 28/10/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C30 20220078 A1 D
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