Council archive · source document
Appendix B - OPW - Civil plans · OPW19/0082
Attached to the e-mail Operational Works Application OPW19/0082 - Application - DA Form 1 - Proposal Report - Civil & Landscaping Plans - 396 Lake Cooroibah Rd Coorooibah.
Plans and drawings: the text below has words only, no drawings.
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
SERENITY LAKES DEVELOPMENT
AT
396 LAKE COOROIBAH ROAD, NOOSA
| NDE X.,
GENERAL NOTES (SOME MAY NOTE APPLY) SEWERAGE SUPPLY NOTES (SOME MAY NOT APPLY)
4. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST QUEENSLAND
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS. SEWERAGE CODE SPECIFICATIONS AND STANDARDS. OWG ON DESCRIPTION
on
2 BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR 2 UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN
DECISION TO THE ENGINEER. STANDARDS.
3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT. ASK! 3. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE SUPERVISED BY AN 7 “1 687-C 1 LOCA LI TY PLAN & INDEX
. o“ ENGINEER WHO HAS RPEQ REGISTRATION AND ENDORCEMENT FROM THE RELEVENT AUTHOIRITY . SEWERAGE 17-1687-C2 SITE PLAN 1
4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS PRIOR TO CONSTRUCTION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE SEO 17-1687-(3 SITE PLAN 2
SERVICE PROVIDER SEWERAGE SYSTEM. Pou -
5. ALL MATERIALS + WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE BUILDING CODE OF AUSTRALIA 17-1687-C4 STORMWATER LAYOQUT PLAN 1
(INCLUDING THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND THE LOCAL 4 ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY THE SEQ a arod ~My , -
AUTHORITY'S BY-LAWS. SERVICE PROVIDER AT THE DEVELOPER'S COST. 17-1687-C5 STORMWATER LAYOUT PLAN 2
' 7-1687-C Cl 2 LU
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO COMMENCEMENT OF WORKS. 5. MATERIALS ae AERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE "ACCEPTED PRODUCTS AND { ! 68 i 6 CON 5 TRUCTION MANAGEMENT PLAN
: 17-1687-C7 EROSION CONTROL
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC CLASS 'SH’. _, -
6. _ EACH ALLOTMENT SHALL BE SERVED BY A DNti0 PE (OR DNI0O PVC) PROPERTY CONNECTION. FOR 17-1687-C8 EROSION CONTROL
8, SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND SATISFACTORY MAINTENANCE IS ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DNI60 PE (OR DNISO PVC) PROPERTY CONNECTION SHALL BE 17-1687-C9 SEWER LAYOUT
COMPLETED. PROVIDED. P1BoF SEWEK -
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH COUNCIL'S OPERATIONAL WORKS 7. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE DRAWINGS.
APPROVAL LETTER AND COUNCIL'S DECISION NOTICE-DEVELOPMENT PERMIT.
8 PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF 300 mm AND A
10. CONCRETE KERB RAMPS SHALL BE ALIGNED AND CONSTRUCTED STRICTLY IN ACCORDANCE WITH SEQ STANDARD MAXIMUM OF 750 mm. UNITYWATER REQUIRES MINMUM EXTENSION OF 500 mm INTO PROPERTY.
DRAWINGS RS-0090 AND RS-00S1
9. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT EXCEEDING 300 mm
1. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH THE CURRENT MANUAL OF (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE
UNIFORM TRAFFIC CONTROL DEVICES(MUTT.C.D). EXISTING LINE MARKING SHALL BE REMOVED BY GRINDING NOT MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH A.S. 1289 (MODIFED COMPACTION).
"BLACKING OUT’. COUNCIL DOES NOT APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. TESTING SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES APPROVAL OF
CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE PROVIDER UNLESS CERTIFICATES ARE
12, KERB MARKERS SHALL BE PROVIDED FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
APPLICABLE
40 WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER,BULKHEADS SHALL BE CONSTRUCTED IN
18. ALL VARIATIONS SHALL BE BE ALPPROVED IN WRITING BY THE ENGINEER BEFORE BEING CARRIED OUT ACCORDANCE WITH THE SEQ SEWER CODE.
14 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL EXISTING SERVICES ON AND EXTERIOR TO THE SITE 1. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT
INCLUDING BUT NOT LIMITED TO WATER MAINS, SEWER MAINS, GAS MAINS, LELECTRICAL CABLES, TELECOMMUNICATION AUTHORITIES BEFORE COMMENCING WORKS.
CABLES. ANY DAMAGE TO EXISTING SERVICES ITS THE RESPONSIBILITY OF THE CONTRACTOR AND AT THE CONTRACTORS
EXPENSE 42. SEWERS SHALL BE DISUSED /ABANDONED IN ACCORDANCE WITH PROCEDURES SET OUT IN THE SEQ SEWER
CODE.
15. ALL REDUNDANT CROSSOVERS, ETC SHALL BE REMOVED
48. BENCH MARK AND LEVELS TO AHD.
16. ALL FILL SHALL BE APPROVED BY THE SUPERVISING ENGINEER PRIOR TO USE AND SHALL BE COMPACTED AS i
FOLLOWS 14. THE EXISTING DWELLING ON LOT 3, REFER SEQ-SEW-1I00, SERVED BY A SEPTIC SYSTEM, SHALL BE
CONNECTED TO THE NEW SEWER BY A LICENCED PLUMBER IN ACCORDANCE WITH THE RELEVANT STATUTORY
() 75% DENSITY INDEX FOR COHENSIONLESS FILL IN ACCORDANCE WITH AS1289 AND COUNCIL REQUIREMENTS. THE SEPTIC SYSTEM, INCLUDING TRENCHES,SHALL BE REMOVED AT THE
(ji) 95% MINIMUM DRY DENSITY (STANDARD COMPACTION) IN ACCORDANCE WITH AS1289 DEVELOPER'S COST. ALL FIXTURES SHALL BE UPGRADED IF REQUIRED BY PLUMBING CODE.
46. _ EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM EXISTING SEWERS SHALL BE PROVIDED BY
VEGETATION PROTECTION NOTES THE SEQ SERVICE PROVIDER AT THE DEVELOPERS COST.
1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO CONSTRUCTION, OR REPLACED IF
DESTROYED. WATER SUPPLY NOTES (SOME MAY NOT APPLY)
Noosa Lakes Chalet
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE CONSTRUCTED WITH 18m BATTENS 4. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST QUEENSLAND WATER
CLOSELY SPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL GIRDLES SHALL BE STRAPPED TO TREES PRIOR SUPPLY CODE SPECIFICATIONS AND STANDARDS.
TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.
2. _ UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN
3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE SEVERED THE DAMAGED AREA STANDARDS.
SHALL BE TREATED WITH A SUITABLE FUNGICIDE, CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE. Peis fa
3. ADOPT LIP OF KERB OR SHOULDER OF ROAD AS PERMANENT LEVEL.
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
SOIL NOTES
1. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.
4. COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN SEQ-WAT-1200-2.
5. | CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWINGS.
6 A WATER METER SUPPLIED AT THE DEVELOPER'S COST, IS TO BE INSTALLED AT THE SERVICE POINT OF EACH
2 CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER SYSTEM. THIS MAY INVOLVE PLACING LOT IN ACCORDANCE WITH THE STANDARD DRAWING FOR THE SEQ-SP.
APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES. 7. ALL MATERIALS USED IN THE WORKS SHALL COMPLY WITH THE SEQ-SP's ACCEPTED PRODUCTS AND
MATERIALS LIST OR BE APPROPRIATELY SHOWN, LISTED AND DEFINED IN THE ENGINEERING SUBMISSION SO. THAT
3. _ IF ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS FROM THE RISK ASSESSMENT BASED ON THE
QUEENSLAND ACID SULPHATE SOIL. TECHNICAL MANUAL SHALL BE CONFORMED To. THE ALTERNATIVE PRODUCT OR MATERIAL CAN BE ASSESSED AND IF APPROPRIATE, APPROVED BY THE SEQ-SP.
8. ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS.
CREEK CROSSINGS NOTES
9. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH STANDARD DRAWING
1. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY EXCAVATION WORK. NOSEO-WAT-1410-1
2, APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT FROM ENTERING THE CREEK. 10. THE CONSTRUCTION OF THE WATER RETICULATION WORK SHOWN ON THIS DRAWING MUST BE SUPERVISED BY a Sosate
AN ENGINEER WHO HAS RPEQ REGISTRATION. WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE
3. NO SOIL SHALL BE STOCKPILED WITHIN Sm OF THE CREEK. PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
REHABILIATION NOTES LOCALITY PLAN
1. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE REINSTATED. NTS.
2. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED.
LINDSAY CONSULTING {75
Cstructural
ivfl Engineers)
RPEQ 4928
OFF. 2C/82 PARKEB/STREET, MARO YDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
BRIAN WILLIAMS
VILLAS DEVELOPMENT
396 LAKE COOROIBAH RD
NOOSA
DRAWING TITLE
COVER PAGE
SCALES
SURVEY DATUM
ASSOCIATED CONSULTANTS
DIAL BEFORE
YOU DIG
www.1100.com.au
REVISION LIST
A_| ORIGINAL ISSUE 21/12/17
B | REVISED 16/03/18
Computer File
171687-CP.DWG
DRAWING NUMBER SHEET} REV.
17-1687-(1 1 |B
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 8 pages
Page 2
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
LAKE ACCESS 140.56 m
140.43 m
AH 269° 59' 20"
I B
269° 59' 20"
R O
O O
C
K E
A
"
L
45
'
10
m
360° 00' 00"
2°
6
67.00 m
22
.9
75
LOT 1 -
"
25
STAGE 1b
2'
°3
m
32
43
0.
17
0 "
5 '2
1
5° m
23 0
6.8
12
m
00
5"
0'
4
10 0. 10
1
32°
1
11
9
12
13
8
0° 00' 00"
173.74 m
14 LOT 2 -
STAGE 2d
7
15
6
16
LOT 2 - 5
17 STAGE 2c
7' 50"
m
231.44
169° 2
18 4
[OCR of page images]
ANY REDUNDANT DRIVEWAY CROSSOVERS AND
DRAINAGE OUTLETS FROM THE KERB AND
CHANNEL INCLUDING ANY ASSOCIATED PIPES
ACROSS THE FOOTWAY TO
THE KERB AND CHANNEL AND FOOTWAY
REINSTATED TO LOCAL AUTHORITIES CURRENT
SPECIFICATIONS
BE REMOVED AND
STANDARDS.
WARNING
THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING
WATER MAINS, SEWER MAINS, GAS MAINS,
TELECOMMUNICATIONS CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY
DAMAGE TO EXISTING SERVICES SHALL BE
REPAIRED AT THE CONTRACTORS EXPENSE.
NOTES
The location and depth of all services shall be
verified on site with service authority prior
To commencement of construction.
Concrete driveway and parking areas shall
be constructed with 32 MPa concrete
For building set-out refer architectural drawings.
All dimensions and levels shall be verified on
site. Do not scale from drawing.
SITE PLAN 1
/ 7 LAREAGCESS ~S
J co ~~ was Onl a
~ f A W er'Orl —___
} > 77 —W0%6S s69E—— — »—- —— -
7 7 / “ a + — WOE GS 69 _— ~~ )
‘ / < |< uture CABINS” 7 C 7 y J
/ y SO Osqm Y / | | J 7 ‘
/ \ 4 ) |
/, MANAGERS YO c , oa Uo
RESDENE SO | y y
COMMUNITY /
l4
: : K
EXISTING WORKS
EXISTING EP20 WASTEWATER
HOLDING TANK AND PUMP STATION
Refer Hydraulic drawings for
sanitary drainage layouts.
parking areas shall be as follows
75 % Minimum Density for cohesionless material (AS 1289 E5.1); and
90 % Relative Dry Density (STD Comp.) for material other than (i).
|
J fl if
So
[
7
/
4
Sy
ana 7
a Za
a a c
7 SY Y
67.00 m
~ 173.74m
Compaction of material under concrete driveways and
GENERAL NOTES (SOME MAY NOTE APPLY)
THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS.
EFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES IN THE CONTRACT
DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER.
DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASKI!!
CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND
LEVELS PRIOR TO CONSTRUCTION.
ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE
BUILDING CODE OF AUSTRALIA (INCLUDING THE QUEENSLAND SUPPLEMENT), THE
QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND THE LOCAL AUTHORITY'S
BY-LAWS.
THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
COMMENCEMENT OF WORKS.
ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE
uPVC CLASS ‘SH’.
SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
SATISFACTORY MAINTENANCE IS COMPLETED.
ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL’S DECISION
NOTICE-DEVELOPMENT PERMIT.
CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD
DRAWING NO. 01-75 AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH
COUNCIL STANDARD DRAWING NO. 01-15F.
ALL TEMPORARY ADNDPERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY
WITH 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 APPROVE OF BLACKING OUT OF EXISTING LINE MARKING.
KERB MARKERS SHALL BE PROVIDED FOR ALL WATER, TELSTRA AND ANY OTHER
SERVICE CONDUIT ROAD CROSSINGS AS APPLICABLE
LINDSAY CONSULTING (7;
Cstructural ivfl Engineers)
RPEQ 4928
OFF. 2C/82 PARKER/STREET, MAROGPHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
BRIAN WILLIAMS
VILLAS DEVELOPMENT
396 LAKE COOROIBAH RD
NOOSA
DRAWING TITLE
SITE PLAN 1
SCALES
0 10 200m
Orig. 1:500
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
A_| ORIGINAL ISSUE 21/12/17
B | REVISED 16/03/18
Computer File
171687-CP.DWG
DRAWING NUMBER SHEET] REV.
17-1687-C2 2 |B
Page 3
6
16
LOT 2 - 5
17 STAGE 2c
' 50"
m
231.44
LINDSAY CONSULTING PTY LTD
7
LINDSAY CONSULTING PTY
169° 2
LTD
18 4
19 3
7' 50"
m
144.00
169° 2
2
1
0° 00' 00"
35.00 m
LOT 2 -
STAGE 2a
86° 16' 00"
86° 16' 00"
30.00 m
43.00 m
LOT 2
STAGE 2b
0° 00' 00"
70.14 m
86° 16' 00"
48.00 m
O IBAH ROAD
C O O R
All proposed operational works shall be constructed LAKE
in accordance with Council's Operational Works approval
letter and Council's Decision Notice - Development Permit.
Page 4
LA
KE
22 CO
2°
10
'
75
OR
.9 45
6 " OI
m
45"
BA
'0
H
1
m
°
0
32
.0
1
0
10
7' 50"
169° 2
m
231.44
LAKE ACCESS
14
16
17
140.56 m
269° 59' 20"
15
140.43 m
13
269° 59' 20"
43
°3
17 2'
0. 25
12 32 "
m
11
8
10
7
9
6
23
5
5°
1
12
5
' 2
6.8
0
0"
m
0° 00' 00" 360° 00' 00"
173.74 m 67.00 m
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
300
Field inlet 900 deep x 600 wide M12 nut & washer 150mm long
6000 GI. cap extend cap to approx 150 above Refer IPWEAQ Standard drawing D-05
Filter cloth extend 500 up batter under bioretention basin surface. Provide locking iV
; unction or secure cap with screws. \
topsoil pinned to batter, refer note 4 Extended Detention Dept | \W/
Top of extend | —Tall sedge (Carrex Appressa) WV 1 IN 2 BATTER TO EXISTING
detention (500mm total appropriate for small systems \ S
m
iI) I {lr erated aan Al
aN — V LINDSAY CONSULTING (75
— + — a 4 ‘ LTD
www woah Woo ob WW Vv, : : ; i — 4 EXISTING GROUND LEVEL
KEIN WW NW NRE Filter Media (Saney Loam Cstructural ivil Engineers)
ROT Ss} Py 600mm Filter Media (Sandy Loam) :
SKSSSS . SA (Saturated hydraulic Subsoil drain cleanout pve pipe RPEQ 4928
RORY iL conductivity 100mm/hr) _ (non slotted) and connector — 7 “ —
S YS \ rere hae —————deanouts at head of subsoil drain OFF. 2C/82 PARKERB/STREET, MAROQMHYDORE = PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
P LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
—Refer note 2 — MAY BE USED IN PART OR WHOLE WITHOUT
Drainage layer (Fine Gravel fo ™ PRIOR EXPRESS WRITTEN CONSENT OF
srbeat dean? ot heed of | LINDSAY CONSULTING PTY LTD
subsoil drain
100mm Transition Layer
—— (Coarse Sand)
Transition Layer (Coarse Sand:
"Y' Branch
Under drain Refer note 2
200mm Drainage layer (Fine gravel)
100mm slotted uPVC Pipe at 0.5% (5mm Nominal Size)
longitudinal grade towards overflow pit Filter cloth, refer note 4
{| \ BIO-RETENTION BED - PIT DETAIL
BIO-RETENTION BED DETAIL SWALE SUBSOIL DRAIN CLEANOUT P rsdn slotted wPVE Pps] 2 “ CLIENT AND PROJECT DESCRIPTION
NOT TO SCALE
\. 300 PVC Class SH outlet Pipe BRIAN WILLIAMS
VILLAS DEVELOPMENT
/ ~~ TLAKEAGCESS SO 396 LAKE COOROIBAH RD
SUBSOIL_DRAIN CLEANOUT NOTES
/ a — W 9G" \
BIORETENTION CELL 7 / 7 oN - 9S OvL ~ N 1. Bio-retention media specification shall be in accordance with the facility for Advancing Biofiltration. NOOSA
3 Ww ev OVL “Guidelines for Soil Filter Media in Bioretention Systems”. Bioretention hydraulic conductivity shall be in
INFORMATION Ze 0Z.6$ .692-— — ae OO —] \ accordance with the Facility for Advancing Biofiltration “ Practice Note 1: In Situ Measurement of
a _ uo 2 JE \ Hydraulic Conductivity”. The number of samples to be tested shall be in accordance with the “Water
/ /o 4 _ _ _ | LAWFUL POINT OF DISCHARGE, . ’
S\ ——_— TT n0c 6G 0097 ~~ ) EXISTING GREEK Sensitive Urban Design Construction and Establishment Guidelines - Swales, Bioretention Systems and
s THIS BIORETENTION BASIN HAS BEEN QO J J = —— / a i ae / 7 Wetlands (Water by Design). DRAWING TITLE
S DESIGNED TO CAPTURE AND TREAT RUNOFF Qs / FUTURE CABINS: a J / _— ,
( - 106sem J , | / / 2. Under-drain: slotted rigid pipe to AS 2439.1 or approved equivalent, 0.5% MIN. grade. Refer project S TORMWATER LAYOUT 1
FROM THE SITE THEREBY REDUCING NEGATIVE QC y \ J 4 | | J a Zz = drawings for diameter and invert level (Typically @100-150). Pipe joins should be glued using plumbing
IMPACTS OF THIS RUNOFF AND PROTECTING O / y \ J Z ) I 4 __7 t~ cement. Pipe should not be installed with a filet sock surrounding pipe). Ubder-drainage pipes shall be
THE HEALTH OF THE AQUATIC My . MANAGERS ( UY PROVIDE reo x 1500 y Y YZ sealed into pits using grout or other approved watertight seal.
WATERSYSTEM Ss yo / RESIDENCE| MORTARED = ACHING 300MM WINGWALL - 3. Refer to project drawings for vegetated batter slopes (1 in 3 MAX., 1 in 4 typical) and batter topsoil
\y / 7 < requirements.
Jl 4 Jo L~ _- Oo
400 J / 4 a a Oo & 4. Basin finished surface level is top of filter media. Surface to be mulched and planted as per
Y / oO oO landscape drawings. SCALES
J / a o/| 6
INFORMATION SIGN _ 1 OFF REQUIRED / i / / fo ° NR 5. Impermeable liner - HDPE, bentonite, compacted clay or approved equivalent to base and side,
/ / Ss _2 co installed as per manufacturer's and/or geotechnical engineer's specification. Where compacted clay
/ ) [Roving 1500 X 1500 LAI 7 & liner is adopted, filter cloth is to be used as per note 4 on IPWEAQ drawing WSUD-001. Refer to the
Mott RED/STONE PITCHING “Water Sensitive Urban Design Construction and Establishment Guidelines - Swales, Bioretention
\7 | a 225MM _HEADWALL Systems and Wetlands” (Water by Design) for details.
V y y 9
FUTURE WORKS io s 0 0 0 om
7 6. Construction tolerances as documented in the “Water Sensitive Urban Design Construction and ee
/ Establishment Guidelines - Swales, Bioretention Systems ad Wetlands” (Water by Design) must be
/ achieved. Construction tolerances must be noted on project plans. Orig. 1500
s
// ye 7. Refer landscape drawings for plant specification. Plant specification and density shall be in
N 0 IB U | L D | N G T Y p FI S | Z E F . F . | y // b accordance with the “Water Sensitive Urban Design Technical Design Guidelines” (Water by Design).
. . 2 8. All dimensions are in millimetres unless otherwise noted.
1} Typical Villa | 69m3 | 4.600 wa
wh
i i \~ LS A
2| Typical Villa | 69m3 | 4.600 - \
YP! 7 “ 4 < 4 C2 < BIORETENTION BASIN OVERFLOW PIT NOTES SURVEY DATUM
a
3 T y p Cd | V | | | d 6 9m 3 A . 0 0 0 A OL 1. Bio-retention media specification shall be in accordance with the facility for Advancing Biofiltration.
. "Guidelines for Soil Filter Media in Bioretention Systems”. Bioretention hydraulic conductivity shall be in
= a y y y
4 L ar g e V | | | Gg | | 8 M 3 3, 8 0 0 — a accordance with the Facility for Advancing Biofiltration " Practice Note 1: In Situ Measurement of .
. . — Hydraulic Conductivity”. The number of samples to be tested shall be in accordance with the “Water
5 T y D Icd [ V | [ [ dg 6 Im 3 3, 6 0 0 tO Sensitive Urban Design Construction and Establishment Guidelines - Swales, Bioretention Systems and
YL Wetlands (Water by Design).
| Joy GF
6 La r g e V | 118m 3 3. 5 00 J -on 2. Under-drain: slotted rigid pipe (uPVC or similar to AS 2439.1) or approved equivalent, 0.5% MIN. ASSOCIATED CONSULTANTS
. . a grade. Refer project drawings for diameter and invert level (Typically 100-150). Pipe should not be
7 qT y D ICd VI | 6 9 m3 3 ° 5 00 f Zo > installed with a filter sock surrounding pipe. Under-drainage pipes shall be sealed into pits using grout
i i a or other approved watertight seal.
8} Typical Vi 69m3 | 3.400 — O
3. Refer to project drawings for vegetated batter slops (1 in 3 MAX., 1 in 4 typical) and batter topsoil
requirements.
69m3 | 3.200
4, Filter cloth - non-woven geotextile. Filter cloth not to be placed between ant filter layers. Impervious
liner may be required subject to soil testing requirements in accordance with the “Water Sensitive
10] Typica
| Villa
| Villa
9} Typical Villa
| Villa | 69m3 | 2.800
| Villa
| Villa
7 7 / ~ Urban Design Technical Design Guidelines” (Water by Design).
V1] Typical Vill 69m3 | 3.400 4 /
- - Z 5. Basin finished surface level is top of filter media. Surface to be mulched and planted as per
12] Typical Villa | 69m3 | 3.000 landscape drawings.
. — — 6. Construction tol d ted in the "Water Sensitive Urban Di Construct d
13] Large Villa | 118m3 | 3.000 x | Establishment Guidelines ~ Swale, Bloretention Systens ad Wetlands” (Water by Design! must be
11, T y p ca l V l l a 6 Om 3 3. 0 0 0 Z J ar pehieved. Construction wea faving. Noted on project plans. Invert levels of pits, pipes and base
j j a 1 7. Refer land d for plant fication. Plant ficat id density shall be i
1 5 qT y p Ica | V | | | dg 6 9 mM 3 3 , 0 0 0 a a accordance with the vWater Sensitive Urban Design Technical Design Guidelines” (Water by Desig)
| 6 7 y D | Ca l V | ( | g 6 9 Mm 3 3 . 2 0 0 / 8. All dimensions are in millimetres unless otherwise noted.
17) Typical Villa | 69m3 | 3.400
18} Large Villa | 118m3 | 3.600
EXISTING RENOVATED
=.
~—s
19] Typical Villa | 69m3 | 3.800 COTTAGES
INS nv
Ww a } \
a Cc
Gs |=
U =
a“ nsi|F REVISION LIST
Total villas+caretaker-1754M3 EXISTING EP20 WASTEWMTER =< Oleg
HOLDING TANK AND PUMP STATION S On / luo }]Ns A [ORIGINAL ISSUE 2/12/11
\ 5 J J=S 106 B | REVISED 16/03/18
\ | =o) = Dio NR
\ | | 4 Mo};
\ | “Ulea Yo L] ‘| ,
\ \ >! 4
. \ | wy, > *
\ \ \ , Pr c /
\ | D1 | Z = /
\ | °
\ | Ko 4 oS (
Me Ko} 4 =
N \ =>
~ | =< S/ . \
\ \ =z / IO |
\ \ CO) )
\ | [Cm A / > ] Computer File
- Olas v7 oO | 171687-CP.DWG
3.00. - O Y “ mt | DRAWING NUMBER SHEET | REV.
“ = tm \ |
. TAL 17-1687-C4 418
Page 5
15
6
16
17 5 LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
50"
m
231.44
7'
169° 2
18 4
19 3
7' 50"
m
144.00
169° 2
2
1
0° 00' 00"
35.00 m
86° 16' 00"
86° 16' 00"
30.00 m
43.00 m
0° 00' 00"
70.14 m
86° 16' 00"
48.00 m
O IBAH ROAD
C O O R
LAKE
Page 6
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
ü û
ü û
·
·
·
·
“ ”
[OCR of page images]
EROSION AND SEDIMENTATION MANAGEMENT PLAN
Sediment Control
ENVIRONMENTAL DIARY
Weekly Visual Inspection or After Rainfall Event
CONSTRUCTION MANAGEMENT PLAN
Objective
Comply with all statutory regulations and maintain erosion and sedimentation
controls throughout the duration of construction. Comply with the intent of
sedimentation management plan shown on sheet 29 of the drawings prepared
by Noel Covey & Associates, and other measures as deemed necessary to
control erosion and minimise sediment transport.
Project:—
Principal:—
Contractor:—
Location:—
Job Ref.
Operational Works
BRIAN WILLIAMS
396 LAKE COOROIBAH ROAD, NOOSA
17-1687
Approx Time:—
(1 Regular Monitoring (Weekly)
am/pm [1 Special Event Monitoring (briefly describe event)
Management Strategy
Site Foreman to identify direction of stormwater land flows and flows resulting
from construction, and provide sediment fences, rock filter dams, turf strips,
stormwater pit entry filters, and other measures as shown on the plan or as
deemed nec
sary to prevent uncontrolled stormwater flows over unprotected
areas, and avoid sediment transport to waterways and stormwater pits.
Item
Monitored
Date Corrective
Control Action
Measure Required
v
Installed x
Condition
Acceptable}
Corrective Action Taken
(Describe)
Tasks and Actions
Required
Erect sediment barriers as shown on sheet 29 of the drawings, and at other
locations as deemed necessary by visual inspection. Temporary rock filter dams
are to be placed at all concentrated stormwater flow outlet locations and
maintained with fresh filter screenings throughout the duration of construction
All earthworks areas to be topsoiled and seeded or hydromulched upon
completion of profiling. All footpath areas to be provided with a minimum 4m
wide turf strip behind kerb and channel immediately after footpath area
construction and topsoil profiling is completed. Strategically place filters around
all stormwater pits
Sediment
Fences
Rock
Filter
Dams
Stormwater
Outlets
Performance Indicators
Site Foreman to —
. check for erosion and sediment flows at base of all embankments
and other
exposed areas after rain;
. check that rock filter dams are working during rain periods;
. check that all sediment fences and other erosion control
mechanisms are
working during rain periods; and
. clean and maintain filter fabric covers to pits after rain periods.
Catchpit
Areas
Pavement
Areas
Bottom
of
Embankment
LINDSAY CONSULTING (7;
Cstructural
ivfl Engineers)
RPEQ 4928
OFF. 2C/82 PARKEB/STREET, MARO YDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
Monitoring
Site Foreman to monitor performance of all sediment controls on a
regular weekly basis and after every rainfall event. Any damaged
sediment control item is to be rectified, and trapped silt removed and
deposited in an area not prone to erosion.
Humeceptors/
Gross
Pollutant
Traps
Detention
Basin
CLIENT AND PROJECT DESCRIPTION
BRIAN WILLIAMS
VILLAS DEVELOPMENT
396 LAKE COOROIBAH RD
NOOSA
Responsible Person
Site Foreman to be responsible for all inspections and maintenance of sediment
control measures
Other
Any Special Comments:—
Reporting
Site Foreman is to complete the Environmental Diary for sediment control on a
weekly bas
as a minimum, but also after every significant rainfall event or other
special event affecting the sediment control measures. The Environmental Diary
shall be completed and delivered to the Superintendent for record and audit
purposes with each progress claim for the construction works.
Signed:—
Corrective Actions
The Site Foreman to arrange for installation of additional sediment
controls and/or improve maintenance controls and replacement of
screenings to filter dams as required, and report on measures taken in
the Environmental Diary
DRAWING TITLE
CONST. MANAGEMENT PLAN
SCALES
Performance tem Penformance Indicator CONSTRUCTION MANAGEMENT PLAN DIARY
Indicators
1. Vegetation No disturbance of soil below retained vegetation due to construction Weekly Visual inspection or After Rainfall Event
activities ;
Project:- Operational Works
2. Hours of Work No work conducted outside specified hours without satisfactory evidence | Principal:-
of measures taken to suppress noise and other emissions / dust Contractor:— BRIAN WILLIAMS
Location:- 396 LAKE COOROIBAH ROAD, NOOSA
3. Lighting No resident’s complaints regarding construction security lighting. Job Ref. No:- 17-1687 Council File Ref. No.
4. Existing Roods No abutting public roads contain soil, gravel, clay or other such | Pale Lo Paula Monitoring (Week)
: materials originating from onsite construction activities Approx Time:- —_____________am/prn 7) Special Event Monitoring (briefly describe event)
5. Signage No observed or reported incidents due to inadequacy or absence of Date Control Condition Corrective Action Corrective Action Taken
signage or other control measures. Item Monitored Measure Installed | Acceptable Required (Describe)
v
x
6. Waste Control No complaints from local residents and site is kept tidy at all time
Retained Vegetation
N legal Ul ls w L
1. Waste Minimisation o occurrence of illegal dumping onsite and all materials where possible
have been appropriately recycled. Air Emissions
8. Dangerous Goods No spillage or seepage of dangerous goods stored onsite.
Noise
9. Erosion & Sedimentation No visible signs of sediment laden waters leaving the site. Security Lighting
10. Tratfic Management No works are carried out without implementation of the approved Traffic
Vibrations
Management Plan.
11. Existing Infrastructure No unplanned damage to existing utilities and infrastructure. Existing Utilities, Roods & Drainage Infrastructure
12. Non Conformances All non conformances have been reported and rectified Construction Traffic & Parking
The site foreman is to monitor the performance of all construction activities and any departure from the Waste Minimisation & Recycling
Monitoring Construction Management Plan control measures is to be immediately rectified.
Erosion & Sedimentation Control (Environmental Diary)
Responsible The site foreman is to be responsible for all inspections and maintenance of the Construction Management other
Person Plan.
The site foreman is to complete the Construction Management Plan Diary (including Environmental Diary for Item Monitored
sediment control) on a weekly basis as a minimum, but also after every significant rainfall event (which
causes site runoff) or other special event affecting the site or any watercourses traversing the site
Reporting The Construction Management Plan Diary {in conjunction with the Environmental Diary) shall be completed Any Special Comments
and delivered to the Superintendent for record and audit purposes with each progress claim for the
construction works.
Corrective The site foreman is to arrange all corrective actions, controls and rectification activities, and report on Signet
Actions all measures taken in the Construction Management Plan Diary
Objective To comply with all statutory regulations and relevant policies, and minimise the impact on the Construction 11. Implement the erosion and sedimentation control measures and associated management plan contained
environment whilst carrying out construction activities in a safe and sustainable manner. Management in the approved plans
Tasks and Actions
Required 12. All earthwork stockpiles are to be kept moist, covered with tarpaulins or otherwise treated to
minimise dust emissions and stored in locations which minimise the possibility of the soil entering the
stormwater system.
Management To minimise the environmental and amenity impact of construction activities through onsite proactive 13. A construction shakedown area is to be installed at the entrance to the site to reduce unwanted
Strategy approach to construction processes and consequences (cause and effect). Successful integration of soil from leaving the site via vehicle tyres.
activities will achieve ecological sustainability which is recognised as a balance that integrates the
protection of ecological processes and natural systems, economic development, and maintenance of
cultural, economic, physical and social wellbeing of people in communities
Construction
Management
Tasks and Action
Required
The following schedule of management strategies, tasks and actions for construction works forms the
basis of sustainable management of site construction issues. Irrespective of whether or not an item is
included in the following schedule however, the Contractor shall employ best practice measures to
achieve sustainable outcomes at all times.
Management Strategy / Action
1. Ensure that all staff and sub contractors working on the site are aware of potential environmental
impacts and required minimum environmental control measures and responsibilities before
commencement of any site works.
2. Disturbance of soils below the canopy of any retained vegetation is to be excluded or otherwise
minimised in accordance with the approved plans
3. No dust emissions shall extend beyond the boundary of the site
4. No odour emissions are detectable beyond the boundary of the site
5. Work, including plant and equipment maintenance and servicing, shall only be carried out between the
hours of 6:30am and 6:30pm Monday to Saturday inclusive. Written agreement must be provided by
neighbouring residents if any work activity with the potential to emit excessive noise is to be
undertaken outside the above mentioned hours, and even with such consent, such activities are to be
minimised.
6. All equipment shall be acoustically treated with manufacturer supplied muffler systems with ensure
that equipment does not create environmental harm or excessive noise.
7. Temporary security lighting for the site must be designed and located to ensure that its effects are
not obtrusive and direct light spill does not alter the amenity of adjacent properties.
8. All existing utilities (roads, drainage, electrical and communication) on or adjacent the site are to be
protected and maintained at all times, with the cost of any damage to such infrastructure to be
met by the Contractor.
9. Any areas of high risk / danger on the site are to be adequately signposted.
10. Vibration beyond the site boundary from construction activities is to be minimised and where there is
a likelihood of such vibration extending beyond the boundaries to an adjoining property owner, the
property owner shall be advised accordingly.
iu. All site staff and sub contractors shall be directed to use the nominated shakedown entry / exit
point.
15. Roads abutting the site and affected by the works shall be swept at regular intervals as required,
or whenever inspection shows signs of soil / pavement construction material on an abutting road or at
the nominated site entrance
16. A high level of site “housekeeping” shall be maintained to ensure that vermin are
not attracted to poorly disposed of materials. Any waste or materials that have
been illegally dumped on site shall be removed
17. The Contractor shall provide bins for s and sub contractors at locations
where food is consumed and shall ensure that such bins are used and emptied at
regular intervals.
18. All materials, be they construction materials or used containers, shall either be
recycled onsite or alternatively transported to a Council approved recycling station
or disposal point
19. Any distillate or other petroleum products or dangerous goods stored onsite are
to be in bunded areas, located well clear of any watercourse. Appropriate spill
control kits for any chemicals or stored fuels shall also be provided onsite.
20. Best practice management techniques shall be employed to control erosion and
minimise sediment transport onsite, including those details contained in the
approved plans and the Erosion and Sedimentation Management Plan.
21. The Contractor shall prepare and implement an approved Traffic Management
Plan for site construction activities. The Traffic Management Plan shall be provided
to the Council inspector and the Supervising Engineer at the prestart meeting.
22. Comply with any conditions of Council’s operational works approval applicable to
the works.
23. All public complaints received by the Contractor must be recorded in writing,
including any investigations undertaken, conclusions reached and actions taken as a
result of same. This complaints record is to be made available to the
administering authority on request.
24. All site personnel are to report any significant non—conformances to the site
manager as soon as practical and within 1 hour of the occurrence of, or
observance of same
25. The contractor shall prepare an informative letter to be dropped to
residents/businesses adjacent to the development. The letter is to advise contact
details for communications for the site manager, working hours, projected timing of
works and any other information the contractor sees relevant
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
A_| ORIGINAL ISSUE 21/12/17
Computer File
171687-CP.DWG
DRAWING NUMBER SHEET] REV.
17-1687-C6 6)A
Page 7
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
SEDIMENT AND EROSION
CONTROL DETAILS
GRATE TO BE GEOFABRIC
WRAPPED.
LINDSAY CONSULTING (7;
ivfl Engineers)
RPEQ 4928
Cstructural
_— SPACER BLOCK EARTH BUND CONSTRUCTION NOTES
1. BUILD WITH GRADIENTS BETWEEN 1 PERCENT AND 5 PERCENT. RAPPED SEDIMENT OFF. 26/82 PARKEA/STREET, MAROGAHYDORE PH 54 792 118
ROLL OF NETTING FILLED 7 2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE — WORK AROUND THEM. . THIS DRAWING REMAINS THE PROPERTY OF
WITH 50 TO 7Omm GRAVEL 3. ENSURE THE STRUCTURES ARE FREE OF PROJECTIONS OR OTHER IRREGULARITIES THAT COULD IMPEDE , LINDSAY CONSULTING PTY LTD AND IS FOR
. 3 BULD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSS SECTIONS, NOT V SHAPED THE SOLE USE OF THE CLIENT. NO PART
KERB INLET PROTECTION 4. ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE. , MAY BE USED IN PART OR WHOLE WITHOUT
NTS 5. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF CONSTRUCTION. PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
DIRECTION OF FLOW ay
TYPICAL GRASS FILTER STRIP DETAIL BRIAN WILLIAMS
OVER, A _—— oo — — ;
yee a ay —— Ns. VILLAS DEVELOPMENT
SOR / r
Ret <r es DR. 396 LAKE COOROIBAH RD
Vv <1
RES CHANNEL STABILISATION UNDISTURBED Tae NOOSA
SO \ er
KISSES AS REQUIRED or Y AREA Oe
a NOTE:— SELLE
Min. GRADE 0.25% LLL
Max. GRADE 0.75% LLL
STENT MUST HAVE A STABILISED OUTLET. _ EEE DRAWING TITLE
TURF FLARES) TO ® MAYBE USED AS CONTOUR DRAINS ELLE
RESTRICT SCOURING x LILLE EROSION CONTROL
ALONG TURF EDGE 2 LOEW
\ GE
Ky Y\\ CAIEE
TURE STRIP RRARRS | , ALE
BEHIND KERB oT | “ CAN BE CONSTRUCTED WITH ee
SKA | | OR WITHOUT CHANNEL
Sixx, ESSA | | 00d surface GRADIENT OF DRAIN ALL BATTER GRADES
iw SA | \ 1% to 5% 2(H):1(V) MAX. SURFACE ROUGHENING SCALES
SAAN | DIRECTION
RRS OF FLOW
yyy VYY) i
ey 150’ myo? sy 300mm min,
- SAIS et 150 MM MIN. S5q NN win
GRASSED FILTER STRIPS 2 eties min, St
NOT TO REGULAR SCALE NOTE: ONLY TO BE USED AS TEMPORARY BANK VV
WHERE MAXIMUM UPSLOPE LENGTH IS 80 METRES. to
STORMWATER TREATMENT DETAILS EARTH BUND CUT OFF DRAIN
SEDIMENT FLOCCULATION
The job of a flocculent is to effectively break down the dominance of the clay particles that contain a residual negative eleCIRCUITro—magnetic charge and thus allowing individual particles
to be drawn together and settle under gravity.
METHOD OF APPLICATION
Large sediment basins such as the one this site, require that the gypsum is mixed into a slurry with water and then sprayed over the surface of the turbid water in the sediment
basin. It is essential that the gypsum is spread evenly over the entire surface for efficient treatment of the turbid water.
SURVEY DATUM
SPACING OF CHECK DAMS ALONG CENTRELINE
AND SCOUR PROTECTION BELOW EACH CHECK
DAM TO BE SPECIFIED ON SWMP/ESCP
Generally the gypsum should be applied at a rate of about 32 kgm per 100 cubic metres of detained turbid water, as per the adjacent table. The above dosing rate for the site ROCK CHECK DAM ASSOCIATED CONSULTANTS
should be calibrated after the first two storm events to assess the actual flocculent application rate and settling time required for the site.
The final application rate should be sufficiently high to permit adequate sediment sediment flocculation (less than 50 NTU) and basin dewatering within two days (48 hours) from the
conclusion of each storm event, whilst maintaining other required water quality criteria such as pH (6.5 — 8.5) and dissolved oxygen (>80%). ROCK CHECK DAM CONSTRUCTION NOTES
1. CHECK DAMS CAN BE BUILT WITH VARIOUS MATERIALS, INCLUDING ROCKS, LOGS, SANDBAGS AND STRAW BALES. THE
METHOD OF TESTING THE STORMWATER MAINTENANCE PROGRAM SHOULD ENSURE THEIR INTEGRITY IS RETAINED, ESPECIALLY WHERE CONSTRUCTED WITH STRAW
The stormwater detained in the sediment basin will be tested at a suitable location that will be decided upon at the site. The sample should be taken at a location that has adequate BALES. IN THE CASE OF BALES, THIS MIGHT REQUIRE THEIR REPLACEMENT EVERY TWO TO FOUR MONTHS.
access so no sediment is resuspended while the testing is being conducted. 2. TRENCH THE CHECK DAM 200 MM INTO THE GROUND ACROSS ITS WHOLE WIDTH. WHERE ROCK IS USED, FILL THE
The stormwater detained in the sediment basin will be tested with the TPS 90—-FLT water quality logger. The TPS 90-FLT unit samples and records the dissolved oxygen, conductivity, nis Ook LEAST 100 uM ae THE GROUND SURFACE TO REDUCE THE RISK to UNDERCUTTING.
pH, turbidity and temperature of the stormwater. For further details and specifications on the TPS 90—FLT please refer to Appendix B. 3. NORMALLY, EIR MAXIMUM HEIGHT SHOULD NOT EXCEED 600 MM ABOVE THE GULLY FLOOR. THE CENTRE SHOULD
lf the TPS 90-FLT unit is not present a practical field test that approximates the required 50 NTU level is to fill a clear plastic or glass 65mm diameter soft drink bottle with the ACTING AS A SPILLWAY, BEING AT LEAST 150 MM LOWER THAN THE OUTER EDGES.
. . : . . . 4. SPACE THE DAMS SO THE TOE OF THE UPSTREAM DAM IS LEVEL WITH THE SPILLWAY OF THE NEXT DOWNSTREAM
water and then hold it up to the light. If seeing clearly through the sample is not possible, then the sample is probably above the 50 NTU level.
DAM.
METHOD OF DEWATERING
The sediment basin can be dewatered as soon as the water quality criteria met (refer table below). A pump is to be used to decant the basin with a floating inlet to prevent the
settled sediments from being removed from the basin. The pumping must cease prior to the settled sediments being drawn into the intake pipe, it is essential that materials from
the sediment layer are not discharged in the pumping process. ae NSe STOCKPILE
EARTH BANK wr
STORMWATER DISCHARGE QUALITY CRITERIA
ACCEPTABLE TSS ACCEPTABLE PH DISSOLVED 0,
REVISION LIST
50mg/L 6.5 -— 8.5 > 80% SEDIMENT FENCE A_| ORIGINAL ISSUE 21/12/17
TOPSOIL STOCKPILE
TOPSOIL STOCKPILE CONSTRUCTION NOTES
1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION, CONCENTRATED
SEDIMENT BASIN FLOCCULENT APPLICATION
WATER FLOW, ROADS AND HAZARD AREAS.
2. CONSTRUCTION ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.
AGENT INDICATIVE DOSAGE COMMENTS PRECAUTIONS & CONSTRAINTS MIN. REQD. ON SITE 3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.
4. WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVED
GYPSUM 32kg/100cub.m LITTLE PH CHANGE, SLIGHT INCREASE IN | NEEDS TO BE SPREAD EVENLY ACROSS POND. | 260 kgm ESCP OR SWMP TO REDUCE THE C-FACIRCUITOR TO LESS THAN 0.10.
SALINITY CAN CAUSE SCUM DEPOSITS IN EQUIPMENT. 5. CONSTRUCTION EARTH BANKS (STANDARD DRAWING 5—5) ON THE UPSLOPE SIDE TO DIVERT WATER AROUND
STOCKPILES AND SEDIMENT FENCES (STANDARD DRAWING 6-8) 1 TO 2 METRES DOWNSLOPE.
NOTE: NOTIFY ENGINEER TO CONFIRM DOSAGES & APPLICATION PRIOR TO USE.
Computer File
171687-CP.DWG
DRAWING NUMBER SHEET | REV.
17-1687-C7 7\A
Page 8
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
[OCR of page images]
OPEN CONCRETE BLOCKS
BAC OS
DRESS cS
LES CS OOS eS ES SE GS
GRAVEL FILTER
SANDBAG OVERLAP
ONTO KERB 4.0m_ MIN.
eS
oO
RUNOFF
a
3
z
600mm (NOM) GAP 2
BETWEEN SAND BAGS
ACT AS SPILLWAY
THREE LAYERS OF
SANDBAGS WITH ENDS
OVERLAPPED.
DOWN STREAM GULLY PROTECTION DETAILS
NOT TO SCALE
BURY THE TOP OF THE PLASTIC
IN TRENCH MIN 300mm DEEP.
SRS STAPLE AT 150mm _ CENTRES.
Bae COMPACT SOIL OVER BLANKET
FLOW
(==
SSS
PIKE
ROSS
CENTRELINE SECTION AT POINTS “A
FILL TRENCH WITH SOIL
AND COMPACT
OVERLAP—BURY UPPER END OF
LOWER BLANKET AS IN "A”. OVERLAP STAPLES: 8 GAUGE
SEDIMENT AND EROSIO
CONTROL DETAILS
N
WITH MAROON BOOK MANUAL FOR EROSION AND SEDIMENT CONTROL oe
UNDISTURBED AREA
ALL EROSION AND SEDIMENT IN ACCORDANCE WITH IN ACCORDANCE WITH Z| fed
GEOTEXTILE STAKES
FILTER FABRI [4 STAKES.
if
RUNOFF WATER
WITH SEDIMENT
SI ne - BOAR
70 : ee
..4 FILTERED GEOTEXTILE. —~
BURIED FABRIC WATER FILTER FABRIC
GEOTEXTILE INLET FILTER
GEOTEXTILE INLET FILTER CONSTRUCTION NOTES
1. FABRICATE A SEDIMENT BARRIER FROM GEOTEXTILE.
2. FOLLOW DETAIL FOR SEDIMENT FENCE FOR GEOFABRIC
INSTALLATION. REDUCE PICKET SPACINGS TO 1m CENTRES.
3. DO NOT COVER THE INLET WITH GEOTEXTILE UNLESS THE
DESIGN IS ADEQUATE TO ALLOW FOR ALL WATERS TO
BYPASS IT.
ot
END OF TOP BLANKET 300mm AND (4mm) WIRE Berm (300mm MIN height)
STAPLE AT 150 CRS.
4 SE q Y
aterm BEES RS x
Re SSA OAS Geotextile fabric, —~ |
KOKO Bidum U34 or similar Se
CENTRELINE SECTION AT POINTS "B” Unbound pavement material (gravel) to Grading ‘
B, Table 9 of QT Specification MRS11.05,
exclude material finer than sieve 2.36mm
STAPLE BLANKETS
AT GRID OF
STAPLE OUTSIDE EDGES
AT 300mm CRS.
CLEAN /DIRTY DIVERSION DRAINS
DIVERSION DRAIN CONSTRUCTION NOTES
1. REMOVE ANY ROCKS, CLODS, STICKS OR GRASS FROM THE SURFACE BEFORE LAYING PLASTIC.
2. ENSURE THAT TOPSOIL IS AT LEAST 75mm _ DEEP.
3. ENSURE PLASTIC WILL BE CONTINUOUSLY IN CONTACT WITH THE SOIL BY GRADING THE SURFACE
CAREFULLY FIRST.
4. LAY FABRIC IN "SHINGLE FASHION”, WITH THE END OF EACH UPSTREAM ROLL OVERLAPPING THOSE
DOWNSTREAM. ENSURE EACH ROLL IS ANCHORED PROPERLY AT ITS UPSLOPE END.
5. ENSURE FULL WIDTH OF FLOW CHANNEL IS COVERED BY THE PLASTIC.
GEOFABRIC FABRIC, BIDIM A34
OR SIMILAR ran
RUNOFF TO BE DIRECTED TO A SEDIMENT TRAP, ~
REFER STANDARD DRAWING D—0041.
a
Runoff from pad directed to sediment trap 600mm M
TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP
Not to Scale
CATTLE GRID 3.0m NOM WIDTH
CONSTRUCTION SITE
Ss
TEMPORARY ENTRY /EXIT
TEMPORARY ENTRY/EXIT CONSTRUCTION NOTES
RAN>
STRIP THE TOPSOIL, LEVEL THE SITE AND COMPACT THE SUBGRADE.
COVER THE AREA WITH NEEDLE-PUNCHED GEOTEXTILE.
CONSTRUCTION A 200mm THICK PAD OVER THE GEOTEXTILE USING ROAD BASE OR 30mm.
ENSURE THE STRUCTURE IS AT LEAST 15m LONG OR TO BUILDING ALIGNMENT AND AT
LEAST 3m WIDE.
WHERE SEDIMENT FENCE JOINS ONTO THE STABILISED ACCESS, CONSTRUCTION A HUMP OR
GRATE IN THE STABILISED ACCESS TO DIVERT WATER TO THE SEDIMENT FENCE.
DROP INLET
1.5m TIMBER STAKES
WITH GRATE \V VV NV AT MAX 2.5m CENTRES
DISTURBED
AREA
\V DIRECTION OF
STAKES DRIVEN INTO GROUND —~—_ \\
2 a
a
GEOTEXTILE FILTER FABRIC — AO
HOLD IN PLACE
WITH SAND BAGS
— GEOTEXTILE FILTER SOCK
FILLED WITH 25MM GRAVEL
KERB INLET PIT SEDIMENT BARRIER
1.5m TIMBER STAKES
AT MAX 2.5m CENTRES
SELF—-SUPPORTING
a GEOTEXTILE
DIRECTION OF
ad SX
PRS
ON SOIL, 150mm x 100mm
TRENCH WITH COMPACTED
BACKFILL AND ON ROCK, SET
SECTION DETAIL — INTO SURFACE CONCRETE
KERB INLET PIT SEDIMENT BARRIER
CONSTRUCTION NOTES
1. FABRICATE A SLEEVE FROM GEOTEXTILE OR WIRE MESH
LONGER THAN THE LENGTH OF THE INLET PIT AND FILL
WITH 25mm TO SOmm GRAVEL.
2. FORM AN ELLIPTICAL CROSS—SECIRCUITION APPROX. 150mm
HIGH, 400mm WIDE.
3. PLACE THE FILTER AT OPENING LEAVING AT LEAST
100mm BETWEEN KERB INLET AND SLEEVE. MAINTAIN
OPENING WITH SPACER BLOCKS.
4. FORM A SEAL WITH KERB TO PREVENT SEDIMENT
BYPASS.
5. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR
THE MESH OR GEOTEXTILE PROVIDED THEY ARE PLACED
SO THAT THEY FIRMLY ABUT EACH OTHER AND
SEDIMENT LADEN WATERS CANNOT PASS BETWEEN.
"FLO
VV
SEDIMENT FENCE
9
§
[
|
L,90 DEG
on
SEDIMENT —_—
TRAP
@
— SEDIMENT
NOTE: POINTS @ AT SAME
ELEVATION
SEDIMENT FENCES
Sediment Fence installed across the contour
= uncontoured concentration of flow should be avoided
NOT TO REGULAR SCALE
sSEDIMENT FENCE CONSTRUCTION NOTES
1. CONSTRUCTION SEDIMENT FENCES AS CLOSE AS
POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THE
SITE, BUT WITH SMALL RETURNS. THE CATCHMENT AREA
SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF
CONCENTRATED AT ONE POINT.
2. CUT A 150-—mm DEEP TRENCH ALONG THE UPSLOPE
LINE OF THE FENCE FOR THE BOTTOM OF THE FABRIC TO
BE ENTRENCHED.
3. DRIVE TIMBER STAKES INTO GROUND AT 2.5m
INTERVALS (MAX) AT THE DOWNSLOPE EDGE OF THE TREN
4. FIX SELF—SUPPORTING GEOTEXTILE TO THE UPSLOPE
SIDE OF THE POSTS ENSURING IT GOES TO THE BASE OF
THE TRENCH. FIX THE GEOTEXTILE WITH WIRE RECOMMEND
BY THE MANUFACTURER. THE USE OF SHADE CLOTH FOR
THIS PURPOSE IS NOT SATISFACTORY.
5. JOIN SECTIONS OF THE FABRIC AT A SUPPORT POST
WITH A 150mm OVERLAP.
6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRI
AND COMPACT IT THOROUGHLY OVER THE GEOTEXTILE.
LINDSAY CONSULTING (7;
Cstructural ivfl Engineers)
RPEQ 4928
OFF. 2C/82 PARKER/STREET, MAROGPHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
BRIAN WILLIAMS
VILLAS DEVELOPMENT
396 LAKE COOROIBAH RD
NOOSA
DRAWING TITLE
EROSION CONTROL
SCALES
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
A_| ORIGINAL ISSUE 21/12/17
Computer File
171687-CP.DWG
DRAWING NUMBER SHEET] REV.
17-1687-C8 8) A
Page 9
"
25
2'
°3
m
32
43
0.
17
LINDSAY CONSULTING PTY LTD
0" LINDSAY CONSULTING PTY
5 '2 LTD
1
5° m
23 0
6.8
12
m
5" 00
10
0 .
4
' 10
° 10
2
13
11
9
12
13
8
0° 00' 00"
173.74 m
14
7
15
6
16
17 5
' 50"
m
231.44
7
169° 2
18 4
50"
19 3
m
144.00
7'
169° 2
2
1
0° 00' 00"
35.00 m
86° 16' 00"
86° 16' 00"
30.00 m
43.00 m
0° 00' 00"
70.14 m
[OCR of page images]
SEWER LAYOUT PLAN
EXISTING PUMP STATION
U.S..L = 1.059 |
TIN 60 4205
FALL
MANHOLE - OMM
U.S.LL - 4314
D.S.LL< 1.264
goouke
CQL DAN OL
>
Vi
¥/\l~—~
ie /
— !
/ ~
— Lo r
MANHOLE~—1050MM
U.S.L.L - 2.539
B»S.1.L - 2.489
z fo _
/
LU ~
~ ~/
— IL. - 4.500
E f
LINDSAY CONSULTING (75
LTD
Cstructural ivfl Engineers)
RPEQ 4928
OFF. 2¢/82 PARKER/STREET, MAROQPMYDORE
PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
BRIAN WILLIAMS
VILLAS DEVELOPMENT
396 LAKE COOROIBAH RD
NOOSA
DRAWING TITLE
SEWER LAYOUT
SCALES
0 10 20
Orig. 1:500
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
A_| ORIGINAL ISSUE 21/12/17
B | REVISED 16/03/18
Computer File
171687-CP.DWG
DRAWING NUMBER
SHEET] REV.
17-1687-C9
Used in these records
Appendix B - OPW - Civil plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 6.5 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.