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RFI - 20210153 Maple St SWMP
Original PDF page 33, section 1. The text section number identifies this passage in the reader.
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DRAINAGE NOTES:
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12. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES
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1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE
DETAILS. PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED
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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.
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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
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AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS.
FH FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5%
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE
LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5%
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0
0.
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AND TESTED TO BE IN ACCORDANCE WITH RELEVANT CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY
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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
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AS3600 UNO
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120
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5. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO
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OH
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RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT 15. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH
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PROPOSED VEHICLE CROSSOVER LIMITED TO AS4058 AND AS1992. OF ALL SERVICE CONDUITS IN VERGE PRIOR TO COmmENCING
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6.0
IN ACCORDANCE WITH IPWEA WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
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STANDARD DRAWING RS-051 \ 8
5.
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6. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
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E
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IMMEDIATELY.
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DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO
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12
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0. CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO
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16. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY
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EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE
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OR STRUCTURES. WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
120 UNIT 1
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HEALTH AND SAFETY ACT 2011.
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120
.8 FFL 120.58
PROPOSED 2.0m 1
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E
00
WIDE FOOTPATH 12 7. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING
116.8
D
0.0
0. STORMWATER DRAINAGE WHERE CONNECTING ON TO 17. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE
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0
8 5.
.0 11
OH
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121
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EXISTING. KERB AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK
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121
112
4
0.6
.0
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225∅
ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
1 RP112204
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8. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH
A
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UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH COUNCIL GUIDELINES.
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119
114.2
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121 120.4 OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR
121.2
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18. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST
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113.4
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TO LAYING OF PIPES.
115.6
OH
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225∅
121.4
E
915
115
ST
75 mm THICK BUT NOT EXCEEDING 150 mm IN THICKNESS, AND
4.0
OH
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OH
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20
115.2
COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM
16.
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PP 9. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS
12
E
1214
.4 HOUSE 293
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DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
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0.6
PL
20. TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
120.6
118.6
. 11
12
1 CT
120.8
12 DOUBLE AUSTRALIAN STANDARD AS1289.6.2.
E
118.0
7.0
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S
MA
0.
118.2
CARPORT
8
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UNIT 2 2 ( 10. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND
19. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN
E
115.0
.6 FFL 120.58 D
( AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
225∅
1211.6 ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES,
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2
(
225∅
1 DRAWINGS AND SPECIFICATIONS.
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\ ( 11. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN
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( ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL
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