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1905 10 Opal St RevB
Attached to the e-mail Operational Works Application OPW19/0133 - DA Form 1 - Pre-lim Construction Management Plan - Civil Plans - 10 Opal St Cooroy.
: SEDIMENT CONTROL LEGEND: Toth Environmental - ou st — Hydraulic Engineers J i ERECT SEDIMENT FENCE TO DETAIL PO BOX 2305 Pp ee © GEOTEXTILE SAUSAGE INLET FILTER TO STD DWG SD it /#1 Smahine Beach Reed lll _ 6-11 =| Phone 54749081 Cooroy, N __ W www.callaghanandtoth.com.au i ew ® FILTER SOCK TO K&C ESC 03 Teagued [ROT] datums AD OERED drawn MP. fomet as . PLACE TEMPORARY ROCK ACCESS STD DWG SD 6-14 ‘ai PM 10197 CI 01 B.M.. i | | ez] WITH CATTLE GRID OR MOUND AS DIRECTED BY checked }G._] Origin (BM)_RL Ti1-AT5 a ENGINEER Seow 5 4563 N oe approved g a ' ‘SURVEYED BY MAX WATTERSON & ASSOCIATES STRAINER WIRE PHONE (07) 54426121 : by st sure + i¥— TOP & BOTTOM _———————— \ FILTER FABRIC FIXED TO ject ¥ ; 3 LOCATION OF FENCE AND EMBEDDED INTO oe, WORKS 0.5 GROUND MIN. 200mm PROPOSED COMMUNITY TITLES 1._____ PROVIDE OVERFLOW WEIR 0.5m SCHEME (2 LOTS) 2 0.2 FLOW WIDE WHERE BACKUP FLOW S|] 10 OPAL STREET z Ly UKELY TO OVER TOP WEIR COOROY Q. 4563 g Topaz st 0.3 == SITE_LOCATION PLAN "NTS. Fra prexer ———J PLAN INDEX a SEDIMENT FENCE DETAIL ROBERT ERHARTER 1905-01 B SITE PLAN 1905-02 B OPAL STREET ACCESS & STREET IMPROVEMENTS 0 NOTES 1905-03 B OPAL LANE ACCESS & DRAINAGE LAYOUT PLAN Provide turf protection to batters subject to 7RP82318 ($$ W§>—i@<it"+*t catchment lengths greater than 3m. title Lay continuos strips along contour lines. SITE PLAN 8 0SP305000 Check & repair structures after every storm. Remove sediment fence only after new grass is established. STANDARD DRAWINGS IPWEAQ D-0030 BEDDINGS & BACKFILL TO RC PIPE CULVERTS IPWEAQ RS-049 RESIDENTIAL DRIVEWAYS PLAN 1 OF 2 SEDIMENT FENCE SECTION IPWEAQ RS-050 RESIDENTIAL DRIVEWAYS PLAN 2 OF 2 , IPWEAQ RS-080 KERB & CHANNEL PROFILES Place on the toe of all fill batters LOT 6 on RP 82318 IPWEAQ RS-140 SUBSOIL DRAINAGE DETAILS & LOCATIONS where shown or directed by the Engineer. These fences are not to be used Parish of TEWANTIN County of MARCH NOOSA SHIRE COUNCIL Locality of COOROY En EARTHWORKS & COMPACTION NOTES a SCALE OBTAIN ONE CBR TEST PER MATERIAL TYPE OR AT EVERY 100m OF ROAD (2 TESTS MINMUM). THE CONTRACTOR WILL MEET # SS Te eS CLEAR TREES, STUMPS, AND ROOTS. MULCH AND STOCKPILE. ScOle SCALE SHOWN IS ORIGNAL DRAWING SCALE 1:500(A3) DO NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED STRIP TOPSOIL TO 150mm OR DEEPER AS REQUIRED. PROOF ROLL FILL AREA & COMPACT TO 95% RDD (OR 100% RDD IF 0-300mm BELOW SUBGRADE). REMOVE ANY UNSUITABLE MATERIAL AND REPLACE WITH APPROVED FILL. STOCKPILE AND RE-SPREAD ALL USEABLE TOPSOIL. REVISIONS revision APPROVED FILL TO BE MINIMUM SOAKED CBR 6, FREE OF ORGANIC MATTER, MAXIMUM AGGREGATE SIZE < SOmm. PLACE IN MAX. A | PREMILIMARY 200mm LAYERS AND COMPACT TO 95% RDD (65% RDD FOR COHESIONLESS SOIL). COMPACT TO 100% RDD IF 0-300mm BELOW B | FOR APPROVAL SUBGRADE. MINIMUM COMPACTION TESTS: ONE PER 100m OF ROAD (FOR SUBGRADE, AND ALL GRAVEL LAYERS, MINIMUM 2 TESTS PER LAYER). THE CONTRACTOR WILL MEET COMPACTION TESTING COSTS. ALL FILL IS TO BE SUPERVISED TO LEVEL 2 AS PER AS3798-1996. SERVICE LOCATIONS It is the responsibility of the Foreman to contact the relevant service authorities to ascertain the exact location of services prior to construction. drawing number NOTES:- FILES SURFACE LEVELS COMPUTER DIRECTORY SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH COMPUTER MODELLING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY VARY FROM X:\JOBS\CT PRO_N PROG\1905 THE ACTUAL GROUND LEVEL AT THE CORRESPONDING POSITION ON SITE, WHERE MAJOR VARIATIONS OCCUR, THEY SHALL BE REFERRED TO THE SUPERINTENDENT FOR FURTHER CONSIDERATION WHERE SUCH VARIATION WILL CAUSE MAJOR PROBLEMS WITH CONSTRUCTING THE PROJECT IN ACCORDANCE WITH APPROVED PLANS FOR APPROVAL SURVEY REFERENCE ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH REFERENCE TO SURVEYED STAKES AND SURVEYED BENCH MARKS PROVIDED BY THE — APPOINTED SURVEYORS, ALL SURVEY STATIONS, SETOUT STAKES AND PERMANENT SURVEY PEGS OR MARKS ON OR ADJACENT TO THE CONSTRUCTION SITE SHALL Sheet 1 of 3. sheets elstra BE PROTECTED DURING CONSTRUCTION AUSTRALIA energex UNDERGROUND SERVICES NOTE: TELSTRA LOCATIONS ARE APPROXIMATE ONLY FROM TE NOTE: ENERGEX LOCATIONS ARE APPROXIMATE ONLY FROM TELSTRA PLANS. LOCATIONS ARE TO BE CONFIRMED THE CONTRACTOR SHALL ARRANGE FOR ALL UNDERGROUND SERVICES TO BE MARKED OUT ON-SITE BY THE RELEVANT SERVICE AUTHORITIES, ENERGEX PLANS. LOCATIONS ARE TO BE CONFIRMED PRIOR TO START OF CONSTRUCTION. PHONE DBYD SERVICE LOCATIONS ON 1100 FOR DETAILS. PRIOR TO START OF CONSTRUCTION. PHONE DBYD SERVICE LOCATIONS ON 1100 FOR DETAILS. 1905-01 XK date 30 MAY 2019 yy,
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REMOVE 9m? EXISTING
CONCRETE CROSSOVER
SAWCUT & JOIN SMOOTHLY
TO EXISTING AS PER
DETAIL ON 1905-02
ALIGN LIP OF M1 KERB WITH} —
ROAD LIP OF VEE DRAIN
TAPER OVER 300mm TO SMOOTHLY
MATCH EXISTING DRAIN
Ke to
NEW CONCRETE DRIVEWAY CROSSOVER
TO IPWEAQ RS-049 & RS-050
-— EXISTING BITUMEN SURFACING TO BE
SAWCUT TO ALLOW NEW ASPHALT 10.
JOIN SMOOTHLY TO EXISTING SEAL
ro 250 MIN
|
|
EXISTING PAVEMENT TO BE CUT
BACK TO PROVIDE CLEAN GRAVEL
YN.
FACE FOR NEW PAVEMENT
PAVEMENT JOINING DETAIL
CONCRETE HAS HARDENED SUCH THAT IT
WILL NOT BE DAMAGED BY THE BLADE OF A
S CUT SAW FILL JOINT AS PER DETAIL A
SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN] =~ —-—74
| CUT OUT EVERY SECOND WIRE
DIRECTLY UNDER JOINT AND.
DEPRESS FABRIC LOCALLY
SAWN JOINT (Cu)
a
SAWCUT & JOIN SMOOTHLY TO
EXISTING AS PER DETAIL ON 1905-02
LL107.72
IL#107.12
JOIN NEW M1 KERB SMOOTHLY TO EXISTING. EXISTING
KERB ABOUT 300mm SHORT OF PROPERTY BOUNDARY
ALIGN LIP OF M1 KERB WITH ROAD LIP OF VEE DRAIN.
LEGEND — EXISTING SERVICES
BOUNDARY
EASEMENT
Aeets fp pp fs BUILDING
| | PAAAAAAAAAAAAAAAAAAA CONCRETE
N —. 2
DRAINAGE
| | Lee add tte EDGE OF BITUMEN
—_+
oe
REMOVE 17m? EXISTING CONCRETE VEE DRAIN ALONG FRONTAGE OF PROPERTY TO TIP
=
NEW MOUNTABLE TYPE M1 KERB & CHANNEL TO RS-080 & SEEPAGE DRAIN TO RS-140]
Ay EXISTING ROOFWATER TO GULLY PIT
EXISTING CONCRETE
DRIVEWAY TO REMAIN
FFL107.900
\f JOINS PLAN 1905-03
JOINT LEGEND:
Gd = SAWN JOINT AS PER DETAIL ON SHEET 1905-02
= ROAD DOWEL JOINT AS PER DETAIL ON IPWEA RS-050
NOTE:
1, DRIVEWAY PAVEMENT DEPTH 125mm WITH 50mm EDGE THICKING & N12 EDGE TRIMMER BARS
/——F ENCE
> —_P 2 > DRAINAGE CHANNEL
KERB
OVERHEAD POWER
DN150 AC SEWER
DN100 AC SEWER RISING MAIN
W DN100 AC WATER MAIN
T TELSTRA
® WATER METER
tl TELSTRA PIT
POWER POLE
ors
° 2 TREE
Gow
~$ NS107.487 NATURAL SURFACE LEVELS
-@- FL107.487
-& 1L107.487
- KL107.487
LEGEND — PROPOSED SER’
VICES
NEW 30mm AC SURFACING & PRIMER SEAL WITH
10mm PRE-COAT AGGREGATE AND 400mm GRAVEL TO
ROAD & 250mm GRAVEL TO DRIVEWAY. ACTUAL
THICKNESS SUBJECT TO CBR TESTING
NEW CONCRETE DRIVEWAY CROSSOVER N32
CONCRETE 125mm THICK TO RS-049 & RS-050
NEW TYPE M1 CONCRETE KERB
AND CHANNEL TO RS-080
TOPSOIL & TURF FOOTPATH TO HAVE VERGE FREE
DRAIN TO TOP OF NEW KERB & DRIVEWAY
NEW CONCRETE AND AC SURFACE LEVELS
NEW CONCRETE INVERT OF 150mm
KERB SURFACE LEVELS
NEW CONCRETE TOP OF 150mm
KERB SURFACE LEVELS
Toth Environmental )
Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
y! 8/41 Sunshine Beach Road
= Phone 54749081
www.callaghonandtoth.com.au
designed [ADI] datum AND DERIVED
drawn MP
. PM 10192
checked | CL Origin (BM.) RL 111.413
approved
SURVEYED BY
MAX WATTERSON & ASSOCIATES
PHONE (07) 54426121
_———
project
PROPOSED COMMUNITY TITLES
SCHEME (2 LOTS)
10 OPAL STREET
COOROY Q. 4563
ld
($$ <~r
Client
ROBERT ERHARTER
TS)
—————————————————
title
OPAL STREET ACCESS DRIVEWAY
& STREET IMPROVEMENTS PLAN
_————
LOT 6 on RP 82318
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
En
_————
SCALE
0 1.25 2.5 3.75 5 6.25 Meters. 12.5}
SS SSS
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:250(A3) DO NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
REVISIONS
revision
A | PREMILIMARY
B | FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\JOBS\CT PRO N PROG\1905
FOR APPROVAL
Sheet 2 of 3. sheets
drawing number
1905-02
XK date 30 MAY 2019 yy,
Page 3
_ . \
JOINS PLAN 1905-02 LEGEND —_EXISTING SERVICES Toth Environmental
BOUNDARY :
Environmental &
EASEMENT Hydraulic Engineers
a a A
BUILDING NOOSK HEADS 4587
AAA CONCRETE y! 8/41 Sunshine Beach Road
=] Phone 54749081
—_—_— DRAINAGE www.callaghanandtoth.com.au
Oo ae a EDCE OF BITUMEN cesaret ADT datum AHD DERIVED
1 rawn MP 7 PM 10192
1 ; }: }: } / FENCE checked | CL Origin (BM.) RL 111.413
i —p —p ——» —— — __ DRAINAGE CHANNEL
\ \ approved
\ i CEE SURVEYED BY
\ OVERHEAD POWER MAX WATTERSON & ASSOCIATES
\ 4 PHONE (07) 54426121
igh SEWER
(———e—————————™
Wa SEWER RISING MAIN project
\ | \ \v ————_ WAFER MAN PROPOSED COMMUNITY TITLES
Vy 7 ——___ TELSTRA SCHEME (2 LOTS)
\ | ; 10 OPAL STREET
' { ® WATER METER COOROY Q. 4563
\ A
i | ———
i \ iP | TELSTRA PIT hen
4
i | ‘ POWER POLE ROBERT ERHARTER
4 i
\ i KC )
——
vii LEGEND ~— PROPOSED SERVICES Te
\ | 4 OPAL LANE ACCESS &
in NEW CONCRETE DRIVEWAY TO DRAINAGE LAYOUT PLAN
4 | \ BUILDERS SPECIFICATION
iol ——
\ \ ' aan sw sw DN100 PVC STORM WATER PIPE HOUSE 10
4 i NEW 3,000L ROOFWATER + + —— N90 PVC STORMWATER PIPE LOT 6 on RP 82318
\ \ DETENTION TANK TO DETAIL
| Parish of TEWANTIN
County of MARCH
NEW 3,000L ROOFWATER
DETENTION TANK TO DETAIL NOOSA SHIRE COUNCIL
Locality of COOROY
Kd)
(——————T——eererererer
SCALE
=| 01.25 25 3.75 5 6.25 Weters 12.5
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
12005) er tat Mt
REVISIONS
revision
A | PREMILIMARY
& | FOR APPROVAL
——
FILL 0.15m DEEP IN CORNER ae
TO PROVIDE PIPE COVER = &
: C
= z FILES
Es. 55 3 OPAL LANE COMPUTER DIRECTORY
_ SAWCUT IN NEW METAL KERB 738 oe \ X\JOBS\CT_PRO_N PROG\
~ ADAPTER & MEGA POXY IN PLACE
~ aN POR APPROVAL
SAWCUT OUT EXISTING KERB, NEW CONCRETE DRIVEWAY |
CROSSOVER TO RS-049 & RS-050. PROVIDE DOWEL JOINT Sheet 3 of 3. sheets
TO EXISTING CONCRETE LANEWAY drawing number
DETENTION TANK DETAIL 1905-03
NOT TO SCALE B
XK date 30 MAY 2019 yy,