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Engineering
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
STORMWATER DRAINAGE NOTES
1.ANY CHANGES SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO CARRYING OUT
OF THE WORKS 100MM UPVC INLET
2.ALL LEVELS TO AHD.
3.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.
MIN 2000L
4.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE BEFORE WORK COMMENCES.
19
LINDSAY CONSULTING PTY LTD
1.3
5. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWING. LINDSAY CONSULTING PTY
LTD
PL
6. FOR BUILDING SET-OUT REFER ARCHITECTURAL DRAWINGS
RPEQ 4928
.
7. THE LOCATION AND DEPTH OF ALL SERVICES SHALL BE VERIFIED ON SITE WITH THE
om
N
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
REVLEVANT AUTHORITY PRIOR TO THE COMMENCEMENT OF WORKS
90
THIS DRAWING REMAINS THE PROPERTY OF
1.2
8. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED TO ENSURE SAFE ATER LINDSAY CONSULTING PTY LTD AND IS FOR
IL
W APPROVED KERB ADAPTER
TORM
PVC S SEE DETAIL
THE SOLE USE OF THE CLIENT. NO PART
PASSAGE OF TRAFFIC AND PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MM U
2X100 )
LOCAL AUTHORITY. D E S HOWN MAY BE USED IN PART OR WHOLE WITHOUT
(GRA
9.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT LOCAL AUTHORITIES
TO L.P.O.D PRIOR EXPRESS WRITTEN CONSENT OF
TO L.P.O.D 600X600 STORMWATER LINDSAY CONSULTING PTY LTD
SPECIFICATIONS AND STANDARDS.
14.0
PIT WITH M/DUTY GRATE
CLIENT AND PROJECT DESCRIPTION
70
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RELEVANT AUTHORITIES T.O.G - 2.000
DETENTION TANK
AND PAYING ALL FEES NECESSARY BEFORE COMMENCING WORK, FOR LOCATING ALL EXISTING
U.S.I.L-1.620
D.S.I.L-1.590
CLOUT DESIGN
SERVICES AND FOR REPAIR OF ANY SERVICES DAMAGED AS A RESULT OF THE FOOTPATHS
OPERATIONAL WORKS
30
100mm UPVC OVERFLOW PIPE
N)
2 .4
AND PRIVATE PROPERTY SHALL BE REINSTATED TO THEIR ORIGINAL CONDITION. 50mm UPVC PIPE
OW
NO. 7 WILLIAM ST
PL
(LOW FLOW) SH
DE
30
11.ANY OBSOLETE/REDUNANT DRIVEWAY CROSSINGS AND DRAINAGE OUTLETS FROM THE
RA
NOOSAVILLE
2 .4
KERB AND CHANNEL INCLUDING ASSOCIATED PIPES ACROSS THE FOOTPATH SHALL BE (G
PL
ER
REMOVED AND THE KERB AND CHANNEL AND FOOTPATH REINSTATED TO THE LOCAL 86 AT
42.2 MW
30
F.S.L - 2.300
R
2.4
AUTHORITIES CURRENT SPECIFICATIONS AND OR STANDARDS S TO
30
PL
VC
2.4
12.THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE WORKPLACE UP
M
PL
HEALTH AND SAFETY ACT 1995. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THIS
15
0M DRAWING TITLE
ACT AND IN PARTICULAR THE CONTRACTOR TO ENSURE THE REQUIREMENTS OF THIS
) OPERATIONAL WORKS
SPECIFICATION WITH REGARD TO 'NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT ARE 600X600 STORMWATER F.F.L - 2.450 DE
GRA
FULFILLED. PIT WITH M/DUTY GRATE N.
MI
T.O.G - 2.200
(1%
0
.20
13.BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH FINISHED SURFACE, AND PIPES
D.S.I.L-1.850 ER
2
AT
SD
PL
SHALL NOT PROJECT INSIDE THE SHAFT OF THE PIT.
MW
14.STORMWATER DRAINAGE PIPES SHALL BE UPVC PIPE (MINIMUM SEWER CLASS SN8) TO AS TO
R Detention tank. SCALES
S
V C 80% of roof water to
14. 1260 OR APPROVED EQUIVALENT. MINIMUM COVER TO ROOFWATER PIPES SHALL BE 50mm UP
SD
M be directed to tank.
0
0M
.45
EXCEPT WHERE REDUCED COVER IS REQUIRED TO DISCHARGE TO THE KERB AND CHANNEL.
10 Location of tank to
0 5
50
2
2.2
PL
15.MINIMUM PIPE GRADES FOR STORMWATER AS 3500 PART 3: PIPES SHALL COMPLY WITH be determined by
PL
- 1.0% (MIN) GRADE FOR PIPES < 150 DIA. builder
2000L (Min) water
- 0.5% (MIN) GRADE FOR PIPES > 150 BUT < 375 DIA.
16.CONCRETE DRIVEWAY AND PARKING AREAS SHALL BE CONSTRUCTED WITH 32 MPa F.F.L - 2.450
tank to be provided.
50mm low flow to be Orig. 1:200
17.REFER HYDRAULIC DRAWINGS FOR SANITARY DRAINAGE LAYOUTS. cut into the tank
SD
86
42.2 Detention tank.
18.COMPACTION OF MATERIAL UNDER CONCRETE DRIVEWWAYS AND PARKING AREAS SHALL BE 80% of roof water to allowing for 2000L
(i) 75% MINIMUM DENSITY FOR COHESIONLESS MATERIAL (AS 1289 E5.1) AND ) be directed to tank. to be released after
E
AD a rain event. SURVEY DATUM
GR Location of tank to
F.F.L - 2.700
(ii) 90% RELATIVE DRY DENSITY (STD COMP.) FOR MATERIAL OTHER THAN (i) N.
MI
GENERAL NOTES (SOME MAY NOT APPLY)
SD
F.S.L - 2.300
be determined by
ER
(1% builder .
AT
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS W
O RM
DRAWINGS AND SPECIFICATIONS. 2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES
C
ST ASSOCIATED CONSULTANTS
U PV Detention tank.
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER.
N
14.0
ER
CIST
MM
70
0 80% of roof water to 2000L (Min) water
3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!! 10
be directed to tank. tank to be provided.
4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS
Location of tank to 50mm low flow to be
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE (INCLUDING be determined by cut into the tank
THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND builder allowing for 2000L 20 X 40 JOINT SEALANT
DANLEY KEY JOINT WITH
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO to be released after
R12 DOWELS AT 300CRS
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC a rain event.
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND 2000L (Min) water
tank to be provided.
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
50mm low flow to be
TYPICAL KEY JOINT
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION Not to scale
cut into the tank
10.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD CUT EVERY SECOND WIRE DIRECTLY
allowing for 2000L
DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD UNDER JOINT AND DEPRESS FABRIC LOCALLY
to be released after
11. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH a rain event.
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT". COUNCIL DOES NOT SAW CUT - (SC)
Not to Scale
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
SAW CUTS (USING A SOFT CUT SAW) REVISION LIST
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS
SHALL BE INSTALLED WITHING 8HRS A ORIGINAL ISSUE 20/11/20
APPLICABLE. OF CONCRETE PLACEMENT. WHERE AMBIENT
VEGETATION PROTECTION NOTES TEMP IS GREATER THAN 32 DEGREES
1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIORTO OPERATIONAL WORKS THIS TIME SHALL BE REDUCED TO 4 HOURS
.56
CONSTRUCTION, OR REPLACED IF DESTROYED. SL72 FABRIC (CENTRAL)
51
PROPOSED PAVEMENT LEVEL
PL
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE
KEY JOINT
CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM
SAW JOINT It is the responsibility of the
GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND Protect your
NOTE Foreman to contact the
THE ENGINEER MUST BE NOTIFIED OF relevant service authorities to
PAVEMENT DESIGN
PERSONAL
CHANGES PLANS. IF NOT, AS CONSTRUCTED ascertain the exact location of
REMAIN UNTIL COMPLETION. INTERESTS.
DRAWINGS WILL NOT BE ISSUED
HEAD
services prior to construction.
Not to Scale
3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE EYES
125
EARS Computer File
SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT BODY All proposed operational works shall be constructed 201343OW.DWG
HANDS
DRAWING NUMBER SHEET REV.
in accordance with Council's Operational Works approval
20-1343-F1
RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
1 A
letter and Council's Decision Notice - Development Permit.
FEET
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
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