Council archive · source document
OPW staging plans revised · MCU13/0211.02
Attached to the e-mail MCU13/0211.02 & REC13/0136.02 & OPW15/0185.03 - amended plans.
Plans and drawings: the text below has words only, no drawings.
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
F
T
[OCR of page images]
LEGEND: Callaghan & Toth
8 KERB INLET SEDIMENT TRAP TO IPWEAQ 00041 OR GULLY Civil, Environmental &
SEDIMENT BAG INSERT REQUIRED DURING CONSTRUCTION Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567,
8/41 Sunshine Beach Road
Phone 54749081
° PLAN INDEX vemncallaghananoth com.ay
0619-4 SITE PLAN sou BD
0619-5 — C_ OPERATIONAL WORKS DETAIL PLAN 1 Origin (8M) Rees
0619-6 C_ OPERATIONAL WORKS DETAIL PLAN 2
0619-7 C LONGITUDINAL SECTION ene |
0619-8 C CROSS SECTIONS opproved
EYED OY
we JONES FLINT & PIKE
| a PHONE 54432500
i e REFERENCE DRAWINGS
i | @\ ¢ , project
i} y =f) a IPWEAQ DS-040 SEDIMENT CONTROL— SEDIMENT FENCE-ENTRY/EIT SEDIMENT TRAP
H | | * IPWEAQ DS-041 ‘SEDIMENT CONTROL-SEDIMENT CONTROL DEVICES KERB & FIELD PROPOSED ROAD WIDENING
| | 9 3 INLETS CHECK DAMS & STRAW BALES, FOR UNIT DEVELOPMENT AT
| lg MCH3881 MCH3881 RESIDENTIAL DRIVEWAYS — PLAN 2 OF 2
| | —_ an = E DRIVEWAYS HEAVY DUTY VEHICLE CROSSING 128-132 GYMPIE TERRACE
N I | | 1 @ PATHWAYS CONCRETE PATHWAYS CONSTRUCTION DETAILS
| | | 1 o MCH3881 MCH3881 = KERB & CHANNEL PROFILE AND DIMENSIONS INCLUDING EDGE
I | Qa @ RESTRAINTS, MEDIAN & CHANNEL 7
| i ® S IPWEAQ RS-100 PUBLIC UTILITIES TYPICAL SERVICE CORRIDORS AND ALIGNMENTS Ghent
| ————“ oy z ° 9 & Si IPWEAQ RS-140 ‘SUBSOIL DRAINS DETAILS AND LOCATIOUS
4 | = ° ° ME 2 NC OLIVER PROPERTIES PTY LTD
| | ' L Ss & 4
17 lo sTace_ 1 e
| | title
| = ® S
| <= SITE PLAN &
| SEDIMENT/EROSION CONTROL
I
}
LOTS 1 2 3 & 9 on MCH3881
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
SEDIMENT & EROSION CONTROL CHECK LIST Locality of NOOSAVILLE
ISSUE MANAGEMENT COMMITMENT
OBJECTIVE / TARGET | Comply with ol statutory regulations and maintain them
during earthworks/construction.Do not cause Enviromental
Harm. Keep TSS below target of 50mg/I
ae MANAGEMENT STRATEGY | Foreman to identity ond check direction of storm wat sons) SBMS oueNs same ee
‘oreman to identify and check direction of storm water 500(A3)
flows. Provide diversion drains shown on the plan to divert USE ONLY DNENSIONS PROVOED
clean water flows away from disturbed areas.
Capture and treat turbid runoff before release to stream, i
FOR APPROVAL
TASKS / ACTIONS Erect diversions, barriers & traps as shown on the plans a RISE STORMWATER CONNECTION
before commencing earthworks or drainage improvements. STAGING PLAN
° Cover disturbed areas with turf/mulch as soon as possible &
- stage works to mininise exposer time.
Alexander David Toth 6069 - =
NAME RPEQ PERFORMANCE Foreman to check that diversions, barrierrs and weirs ore
7 INDICATORS trapping the flows after rain. Ensure no bypass of sediment
‘occurs. Ensure TSS target of 50mg/I up to 1 in 10 storm is
28/03/19 not_exceeded ‘COMPUTER DIRECTORY.
ay SIGNED oaTE FREQUENCY / DEADLINE] Foreman shall monitor & repair after every storm untl grass ig AKERS CSN OTe
mee p ry g
in = 80% estoblshed. Sediment shall be removed before it reaches
7 600mm below basin spillway, orotherwise 100mm below weir. FOR APPROVAL
ey RESPONSIBLE PERSON | The Principal Contractors foreman shall be
y ] Sheet of 5 sheets
7 iS af i Foreman to keep a report of barrier repairs. Sample overflow -
i : ra REPORTING / REVIEW | trom dams after 25mm of rain in one doy. Discuss raving ruber
i “ orients required with superintendent if TSS is over the 0619-04
SITE LOCATION “PLANN.T.S. CORRECTIVE ACTIONS | Foreman is to repair any damaged barriers daily c
Ammend structures as required to achieve the target TSS. dote_25th MARCH 2019
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Page 2
Callaghan & Toth Civil, Environmental & Hydraulic Engineers [OCR of page images] PONT] EASTING NORTHING LEVEL DESCRPTION. \ LEGEND: 258.400 166.54 1001 TP KER & CHANNEL DASTNG OVERHEAD POWER STAGE 1 300mm WIDE 25mm AC SURFACING Callaghan & Toth 2 Hts Heit Lice Ex TAPER REFER TO PLAN 0619-7 FOR GRAVEL SPECIFICATION vi i 3 710.168. 165.630 1320 END DRIVEWAY AT BOUNDARY Civil, Environmental & c 70.72 159630 | 1320 | _ END DRIVEWAY AT BOUNDARY EXISTING TREE Tee] TOPSOIL (75mm DEEP), FERTLIZE & TURF VERGE Hydraulic Engineers $ HN 5960 END TAPER . wuvw 4%} ALL DISTURBED AREAS OTHER THAN LANDSCAPED GARDEN PO BOX 2305 6 258.468 159.330 1.035 LIP KERB & CHANNEL o N NOOSA HEADS 4567 1 755.353 159380 | 1088 TPR? KB EXISTING CONCRETE DRVEWAY OR PATH [=.=] STAGE 2 PROPOSED BARRIER TYPE KERB & CHANNEL WITH SEEPAGE 8/41 Sunshine Beach Road a 253415 158.08 110 TPR END KERB ee “ UNDER TO IPWEAQ STD DWG'S RS-080 & RS-140 soon ong 4748081 7 wn. calaghanandtath.com.au \ PROPOSED FINISH SURFACE LEVEL WITH STAGE 1 PROPOSED SEMI-MOUNTASLE KERB SM5 TO IPWEAQ STD 7 i 1 | SETOUT POINT NUMBER FACE PRONOED SEL datum BAD M1 ; PSM. 75; t tt NATURAL SURFACE LEVEL STAGE 1 NEW FOOTPATH TO IPWEAQ STD DRG RS-065 TO WIDTHS Origin (8M) RL 1455 >I ” It ‘ —#—— T— __ APPROXIMATE TELSTRA LOCATION AS PER PLAN | CONFIRM BEFORE. EXCAVATION STAGE 1 ACCESS DRIVEWAY 6m WIDE TO IPWEAQ STD ONG 50 & 51 in | f cs Hi I = 1 I ss * STAGE 1 INTERNAL DRIVEWAY TO ARCHITECTS DETAILS PHONE 54432500 1 tl O \ | STAGE 2 NEW FOOTPATH TO IPWEAQ STD ORG RS-065 TO WIDTHS SMH project | NEW 225x375 RCBC AS PER PLAN POSED ROAD WIDENING i, is = £9047 PROT ‘OAD WIDENI I RADE = 1% STAGE 2 ACCESS DRIVEWAY 6m WIDE TO IPWEAQ STD DWG 50 & 51 | GRADE | FOR UNIT DEVELOPMENT AT | wt - | Ubon | INSPECTION CHAMBER AS PER && STAGE 2 INTERNAL DRIVEWAY TO ARCHITECTS DETAILS 128-132 GYMPIE TERRACE | £65 alot a CONSTRUCTION HYDRAULIC PLAN DETAIL. h | eee NSL 1.079 w ~ | on | ——}®X FIELD INLET PIT fe Clent N | GRATE 0.986 is PIT IL 0.266 = ll | vew Fp 0268 i 5 9 NC OLIVER PROPERTIES PTY LTD | f\ 3 |} | MCH3881 |! LOWER TELSTRA IF NECESSARY - OBVERT 0.48 APPROX | Ty ha ~~ INTERLOT DRAINAGE AS PER "CONSTRUCTION title | ' WATER MAN] | = HYDRAULIC’ SITE STORM WATER OPERATIONAL 1 2 co| | OPERATIONAL WORKS DETAIL | oaverr 0.27 H WORKS PLAN 1451-0-2 =|] PLAN 1 | 1 R ! | Som CUEN s oS MCH3881 MCH3881 = | a 6 | | i % 2 ir i | in = = S c a i I PROPOSED NEW UNITS DRIVEWAY | REFER TO REINMAC CML \ | o i] DRAWINGS 25908-C1 TO C2 B LOTS 1 2 3 & 9 on MCH3881 ' | 8 FOR DETAILS . | i “ o Parish of TEWANTIN tt | 1 = 7 County of MARCH i | INVERT AND 6m WIDE ACCESS B NOOSA SHIRE COUNCIL i | —_ a TO IPWEAQ STO OWG RS-051 L Locality of NOOSAVILLE | I WITH TAPERS AS SHOWN, ect ' 2 \ ay sTAce_t | “oll | S po 7 eo & | | ‘Scale SCALE SHOWN 15 ORGINAL DRAWING SCALE | Vi = 1:250(A3) 00 NOT SCALE FROM THIS DRAWING | I g USE ONLY. DMENSIONS.PROVDED | S1k i \& D t | Sh 02 4 in 3 REVISIONS i o [ren] revision detats - } = ‘A | FOR APPROVAL | 4.500 B [REVISED STORMWATER CONNECTION i 8 < © [STAGING PLAN s REMOVE FOR STAGE 2 sh poy = 2.50 TAPER ye REFER TO HYDRAULICS PLANS —— Se EX KEAYS\ JOBS\0619\, hye SWMH fe FOR APPROVAL REMOVE GARDEN & Alexander David Toth 6069 REPLACE WITH TURF NAME . RPEQ ~ Sheet 2 of 5. sheets ‘drawing number 2 1 4 - sp eae 3 0619-05 DATE oe = c SS “ERIN am WOE KENAY 2m WOE BNEWAY TOTPNEAD STE EWC, TURF AL DSTRBED AREAS Tae Dan TARO Tota
Page 3
T
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
PROPOSED ROAD WIDENING
FOR UNIT DEVELOPMENT AT
PHONE 54432500
Project
128-132 GYMPIE TERRACE
Client
NC OLIVER PROPERTIES PTY LTD
OPERATIONAL WORKS DETAIL
title
rc
LOTS 1 2 3 & 9 on MCH3881
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE
SCALE
FILES
§
2
a
I: \KEAYS\ JOBS \0679),
date 25th MARCH 2019
FOR APPROVAL
Sheet 3 of 5 sheets
‘drain
0619-06
XQ
& REPLACE WITH
B
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B
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co
NP
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Q ® Q
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co
Qo 2 2 \
— re Oo ‘a
Pare OQ s09'on1 2
| S NYId 33 2 & \S
WITH TAPERS AS SHOWN,
PROVIDE 300mm
CLEARANCE TO
NEW PATH
Page 4
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
Callaghan & Toth
PAVEMENT DESIGN Civil, Environmental &
HILTON TERRACE, COLLECTOR STREET, Hydraulic Engineers
USE COLLECTOR ESA'S AT 3.0x10°S Alexander David Toth 6069 woos? ox 208
25mm AC SURFACING NAME RPEQ 8/41 Sunshine Beach Road
Ll Utre per sq metre bitumen prime Phone 54749081
100mm BASE COURSE GRAVEL TYPE 2.2 CBR6O 28/03/19 ser calaghanoncoth com-au
100mm SUBBASE GRAVEL TYPE 2.3 CBR40 —e ONE tum AD
100mm CBR 15 (SUBJECT TO TESTING AT SUBGRADE LEVEL) oi PSM 75737
igin (B.M.) RL 1.433
Existing asphalt
surfacing to be
sawcut to allow
new asphalt to
overlap existing PHONE 54432500
PES ROK RPP PROPOSED ROAD WDENNG
FOR UNIT DEVELOPMENT AT
CONNECTION TO EXISTING PAVEMENT DETAIL 128-132 GYMPIE TERRACE
Clent
NC OLIVER PROPERTIES PTY LTD
NEW BARRIER K&C WITH 450mm CHANNEL WIDTH
. 5 HILTON TERRACE PEG LINE
% 2 STAGE 2
D a LONGITUDINAL SECTION
Z| &
TOP OF NEW KERB
LOTS 1 2 3 & 9 on MCH3881
EXISTING CHANNEL LIP TOP OF EXISTING KERB PEG LINE
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE
NEW CHANNEL LIP
EXISTING GULLY PIT
(3) SCALE SHOWN IS ORIGINAL DRAWING SCALE
"3}00_NOT SCALE FROM TH ORAWNG
USE ONLY DNENSIONS PROVIDED
REVISIONS
Pres] revision details
FOR APPROVAL
REVISED STORMWATER CONNECTION
DATUM RL. 0,00 ‘STAGING PLAN
Back OF eB S| oan | oom | com 8] wae ot | oat | cam oom | nam | ates] ee
a “| cagen | caso, | oes] ween] cone] coon] coe] oto] etm] osm | cetee eo
LIP LEVEL 3 g ¥ &§ 8 g g g g g g g
PEG LINE SURFACE g g| 8 g g gq g R g S| 2 g 3 g FOR APPROVAL
wcaey - - . ; ; ; ; ; ; ; ; ; ; s || seas ae
4 of 5 sheets
PEGGED el a g g g g 3 g 2 3g g g a 2 —_—
CHAINAGE s 3 3 a & a 8 8 $ | a 8 Fa Z nt ty
0619-07
date 25th MARCH 2019
Page 5
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
[OCR of page images]
Alexander David Toth 6069
NAVE, . RPEQ
28/03/19
SIGNED DATE
CH20.00
CH15.00
{a
IPWEAQ STD
WG RS—140 |
PES LINE
SIDE. DRAN TO} == Cee
NEW BARRIER KERB
(450 CHANNEL) TO
CH55.00
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
8/41 Sunshine Beach Road
Phone 54749081
vwew.callaghanandtoth.com.au
‘datum AD
: PSM 75737
Origin (B.M.)_RL_1.433
PHONE 54432500
PROPOSED ROAD WIDENING
FOR UNIT DEVELOPMENT AT
128-132 GYMPIE TERRACE
Client
NC OLIVER PROPERTIES PTY LTD
title
HILTON TERRACE
STAGE 2
CROSS SECTIONS
LOTS 1 2 3 & 9 on MCH3881
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of NOOSAVILLE
scale Sea SHOMN IS ORGINAL DRAWING SCALE
1:100(43) Bo WoT SOME FROM. THIS Sean
USE" GNLYOMENSINS”PROMDED
REVISIONS
Foe
Pres] revision details
FOR APPROVAL
REVISED STORMWATER CONNECTION
STAGING PLAN
FILES
COMPUTER DIRECTORY
IE \KEAYS\ JOBS \0679\,
FOR APPROVAL
5 of 5. sheets
‘drawing number
0619-08
date 25th MARCH 2019
Page 6
Construction Hydraulic
Building Service Engineers
Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
Page 7
Construction Hydraulic
Building Service Engineers
[OCR of page images]
Fall
Fall lies Fall
sey
Fall
“300 ~
i
7200
inched grate
Grade W12144/12
Floor drain to strainer
Ground level
Secondary
Strainer To Sewer
Bucket on 3
Strainer ~100
Thrust block
PROPOSED BUNDED EXTERNAL
OWN DETAIL CONNECT TO SEWER
WASH_Di
50
Scale
SL approx 1.150
"Fox" Gross
Pollutant Trap
TRENCH GRATE & FOX” GROSS
POLLUTANT TRAP DETAIL
SECTION A — A
Z] y-0.05
New concrete
Inlet with
scour protection
Pollution Control
agement Plan (PCMP):
1. To be responsibility of Management
2. To list all in flow filtering devices like leaf eaters
at DP’s and other filters
3. To keep and maintain a log of cleaning
4. To clean devices including first flush storage tank
—as to manufactures specification
—minimum quarterly, but monthly in rainy season
—after each major rainfall event
5. To inspect and clean tanks minimum once yearly
6. To install and maintain pump and fixtures for
reuse/watering/irrigation as to manufactures specification
Pollutant Efficiency Rating Device
Litter 80-100% VH Fl, Fox
Organic 80-100% VH Fl, Fox
Coarse Sediment 80-100% VH Fl, Fox
Fine Sediment 60-80% H Fl, Fox
Free Oil & Grease} 60-80% H Infiltration
Nutrients (N&P) 40-80% M-H Infiltration
Grated lid
Su1.140
~300
Pete eo
TIE
1050
~375
110.530
New 150mm
100.450
Chamber to be
inspected & cleaned:
min ev. 3 mths.
monthly Oct.—Feb.
after each major rainfall
NEW_IC_INSPECTION CHAMBER
SCHEMATIC
NTS
RFC headwall ~375 discharge
from proposed development
min 5No
velocity
breakers
150x150x50
natural bank
discharge
to Noosa River
Existing
open channel
isting kerb & Channel
drain to open channel
Existing 900x900
culvert
bitumen
Mill Street
Grossed crea
DETAIL DISCHARGE TO OPEN
CHANNEL
POLLUTION CONTROL SCHEME
C [Outlet to Callaghan & Toth Plan 0619—05C 25-03-19
A_|infiltration deleted 27-04-06
x (23-11-05
PH: 5444 8645
CONTACT:
Reinhold Koenning
CLIENT :
NC OLIVER PROPERTIES PTY LTD
ARCHITECT =
MIDDAP DITCHFIELD PTY LTD
PROJECT: PROPOSED UNIT DEVELOPMENT
HILTON TERRACE
NOOSAVILLE
DRAWING TITLE:
GENERAL NOTES &
DETAILS
22-11-05
1 3 | 1451-0
-Lots 1, 2, 3 & 9 MCH3881
-1 Cc
Used in these records
OPW staging plans revised.pdfRelated documentApplication case desk ↗
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