Original source · versioned page text
Recor Engineering Plans as submitted with Further Advice response
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
DRAINAGE NOTES:
12. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE WITH THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT
DETAILS. SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED
SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS
BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES EXPENSE.
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND
113.6
116.2
TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL 13. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS. ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
EXISTING LINEMARKING
AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS.
TO BE RETAINED FH FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5%
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE
0
0. LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5%
E xT
12
AND TESTED TO BE IN ACCORDANCE WITH RELEVANT CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY
3
AUSTRALIAN STANDARDS. BY REMOVING AND REPLACING AT THEIR COST.
RP52184
PP
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4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL 14. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72
BE: Ø225 RRJ RCP OR APPROVED EQUIVALENT. MESH IN ACCORDANCE WITH NSC STD DWG RS065, AS1679 AND
Ex
AS3600 UNO
W
. 4
120
C
5. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO
H
O/H E
CRE
O/H E
RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT 15. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH
0.00
PROPOSED VEHICLE CROSSOVER LIMITED TO AS4058 AND AS1992. OF ALL SERVICE CONDUITS IN VERGE PRIOR TO COmmENCING
ST
6.0
IN ACCORDANCE WITH IPWEA
0
11
WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
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4
STANDARD DRAWING RS-051
8
5.
.771
11
6. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
120
IMMEDIATELY.
.6
DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO
12
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0. PP CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO
6
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EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE 16. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY
SAGP 18.5
W
Ex
Ex
OR STRUCTURES. WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
Ex
E
T
W
E
HEALTH AND SAFETY ACT 2011.
1
0.8
PROPOSED 2.0m 120.8
8.0837
0.6
12
7. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
116.8
WIDE FOOTPATH
12
3
0 STORMWATER DRAINAGE WHERE CONNECTING ON TO 17. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB
120.4
CH 5.
11
.0 114.8
.4
O/H E
121
121 EXISTING. AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK
112
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2 4
.0
0.0
121.0 ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
00 TP RP112204
20. 8. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH
R3 580 NEW 2m FOOTPATH TO TIE
COUNCIL GUIDELINES.
.2
UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH
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.00
119
INTO EXISTING VERGE AND
114.2
.2
121
CR
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0 EST FOOTPATH. OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR
D
21 .2
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1
.0
113.4
W
115.6
18. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST
113
TO LAYING OF PIPES.
121.4
Ex
Ex
23.
12
E
O/H E
115
T
4.0
826 75 mm THICK BUT NOT EXCEEDING 150 mm IN THICKNESS, AND
1.2
W
xS
E
120
ES
11
LOW FLOW DIRECTED TO E
115.2
.8 WM
PROPOSED COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM
12
.4
CARPARKS. 121.21.4 15KL TANK. WEIR TO PP 9. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS
.4
0
PL
12 DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
.6
TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
116
118.6
12
BYPASS HIGH FLOW 1TO
REFER DRAWING 6.2
118.0
17 AUSTRALIAN STANDARD AS1289.6.2.
MA
0.
2 .0 11
118.2
C049 FOR DETENTION TANK
8
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.0
PAVEMENT 116 10. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND
O/H E
19. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN
115.0
DETAILS 121 .6 AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
12 4 ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES,
11
D
8.
121.0
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DRAWINGS AND SPECIFICATIONS.
121.2
115.8
0
121.4
Ex
11. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
121.6
121.6
Ex
.6
W
114.8
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ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL
Ex
118
E
20. INTERNAL CONCRETE TO BE 125mm THICK (EXCLUDING
E
W
1281.6 AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE
. FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND
121
/
STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN
ExS
AS3600. SL72 MESH MIN 50mm TOP COVER TO AS1304. MIN
D
114.6
121.8 STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN
.6
S 100mm BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION
115
ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO
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121.8
TP
SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
114.4
STRUCTURAL ENGINEERS SPECIFICATION.
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