Original source · versioned page text
Attachment 5 - Documents referenced in conditions
Attached to the e-mail 2505-45871 SARA Response with conditions - OPW25/0072.
LOCALITY PLAN
Culvert crossing array must be made up Access to state-controlled road
of a minimum of 6 x 1800 mm wide cells not approved as part of this
with a combined aperture width of at
least 10.8 meters
application
TELECOMMUNICATIONS
SERVICE PROVIDERS
OPTUS
Telstra visionstream
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
Personal Protective PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
Equipment
HEAD
EYES
EARS
ENERGY SERVICE PROVIDERS
BODY AGL
SERVICE LOCATIONS HANDS ERGON.
ENERGY
energex
0 20 40 60m It is the responsibility of the Foreman to origin
SITE PLAN contact the relevant service authorities
FEET
COUNCIL
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
Scale 1:1000 @A1 to ascertain the exact location of PRIOR TO START OF CONSTRUCTION. PHONE DBYD
services prior to construction.
SAFETY OFFICER SERVICE LOCATIONS ON 1100 FOR DETAILS.
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers C
MICHAEL JONES LOCALITY PLAN & DRAWING INDEX A1
OPERATIONAL WORKS
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Page 2
Ai 1
9375 SW CULVERTS
O DETAIL PLAN 17
= | 24 December 2025
PROPOSED CONCRETE DRIVEWAY ° LOT 2
i\ | a fo, RP95476
I 1 S
y 10 aa e
IS)
24
PROPOSED CREEK CROSSING FILL BATTER
8 \ REFER PLAN 2319-007 REFER CROSS SECTIONS
-
+ - 4% 6d 3 8 eS8
as _™ ;
x —— ae a nea a 8 i
Gy “eS = < Le
A // eB 3 @
YA aa oe a pcre a = 5 NEW 3 x
cre?" om 20 g REFER T
i a Me <_ C c
. se. & n e R20 3 € ZS Ry
Le oe a «ye ———— X Q
: § & & Bo — Sy
eS FOR a
SY <@
4
“WS =
- 0,
OS. R20.
CUT BATTER
REFER CROSS SECTIONS
4.0 S Ss S
Culvert crossing array must be made up -_s PROPOSED GRAVEL DRIVEWAY
of a minimum of 6 x 1800 mm wide cells — 3-4m WIDTH VARIES TO SUIT TRUCK TURNING
with a combined aperture width of at SL Lib TYPE 2.3 200mm THICK COMPACTED GRAVEL
Lu, _|[east 10.8 meters oo aa
7 OFT
~~ Amended in red by SARA on
ee
TAPER FROM 3m WIDE DRIVEWAY
TO 4m TO SUIT 12.m TRUCK TURNING
LEGEND: EXISTING SERVICES
DCDB BOUNDARY LINE
EXISTING EDGE OF CONCRETE
ti EXISTING FENCE
EXISTING ROAD EDGE
bbbbbhbhbtttit BANK TOP
_—- —_— — — BANK BOTTOM
—————85.5 CONTOUR (0.5m)
— EXISTING UG TELSTRA (INDICATIVE ONLY)
LOCATE BEFORE CONSTRUCTION
EXISTING UG OPTIC FIBRE (INDICATIVE ONLY)
OF
LOCATE BEFORE CONSTRUCTION
E EXISTING UG ELEC (INDICATIVE ONLY)
LOCATE BEFORE CONSTRUCTION
EXISTING TREE
~~ EXISTING SIGN
LEGEND: DESIGN FEATURES
‘40mm THICK BCC TYPE 2 MG AC WITH 10mm EMULSION PRIMER
| SEAL OVER MINIMUN 125mm TYPE 2.1 GRAVEL AND 125mm
TYPE 2,2 (SUBJECT TO CBR TEST) TO 100% STD COMPACTION
Ld TYPE 2.3 200mm THICK GRAVEL DRIVEWAY
COMPACTED TO 100% STANDARD DENSITY
Ld TYPE 2.3 WITH 2% CEMENT STABILISATION
200mm THICK GRAVEL DRIVEWAY COMPACTED TO
100% STANDARD DENSITY
FINISH CUT/FILL BATTER 75mm THICK TOPSOIL &
ee [FJ tin THe much wir Ped corr MESH
OVER TOP WHERE STEEPER THAN 1 IN 2.
AT 1.2 TOPSOIL AND MULCH.
GRASS SEED OTHERWISE
| CONCRETE ROAD REFER TYPICAL
SECTION PLAN 2319-008
PRRREEn ne ROCK SCOUR PROTECTION TO DETAILS
ON SHEET 2319-013 AND 2319-016
|
4.8m WIDE x 0.9m HIGH x 1.22m LONG
a a ae = Dos BOX CULVERTS
Pa =.
PLANS AND DOCUMENTS — eo _ 418m WIDE. x 1.4m HIGH x 122m LONG
referred to in the REFERRAL =. il UN STARS FOR SHPASSASE
AGENCY RESPONSE Goverment we aa CHE ET Ne NEW REINFORCED CONCRETE BOX CULVERTS
Tee TAPER FROM 4m WIDE ee tae
. 2505-45871 SRA - DRIVEWAY TO 3m
SARA ref. —_— \ x ———— SEEPAGE DRAIN TO DETAIL PLAN 8
OF \
i Date: 24 December 2025 ‘Access to state-controlled road | ‘ © GUDE Posts
N not approved as part of this \ 85.5. ACCESS ROAD CONTOUR (0m)
| | application NEW KOALA oO GATE CHS POST, OR POST WITH
GRID. REFER WIDTH MARKER Dé4-3(L)
TO PLAN 16
Sa Ss or S 12.50
Ss NEW 600x300 PRom
= qn RCBC. REFER LOS
—— — — TO PLAN 16 |o 73
—— —
LAYOUT PLAN =
SCALE: 1300 (A1) 5 e208
SCALE: 1:600 (A3) NEW DRIVEWAY TO JOIN TO EXISTING ROAD SU TRUCK meters
—. REFER TMR STD 1807 &| =~ Width 250
NOTE m J a ie PLAN 2319-016 FOR DETAILS Track : 360
wk ym ~ Z .
REFER CURRENT DIGITAL 12d MODEL FOR a Lock to Lock Time : 6.00
DRIVEWAY SETOUT: 2319 Roses Rd Culvert Scale 1:300 @A1 Steering Angle : 36.6
Callaghan & Toth CLIENT: SURVEYED BY: 36 ROSES ROAD FEDERAL SHEET No. IN SET | REVISION.
aeoN an 6 OF 18 Cc
Civil, Environmental & Hydraulic Engineers
PO BOX 2305 NOOSA HEADS 4567 MICHAEL JONES MURRAY uN ; Nae LOR aP Rea DISTANCE PLAN S om AT DESIGN FEATURES PLAN DRAWING NUMBER At
1.16/90 GOODCHAP STREET NOOSAVILLE ASSOCIATES |
Ph: 9/80 (600 Tronadlagtonandtoth com. hy i) Suvons& Town PLANNERS A _|04/25 FOR REVIEW ST iM AT | OPERATIONAL WORKS 2319-006
INDEX} DATE REVISIONS DRAWN (CHECKED APPROVED
Page 3
NS 81.60
0.60
α ᵝ
CH
21
CH
8.
21
20
8.
0
61
0
2.0
2.0
7
0
CH
22
0.0
00
CH2
3.00
1800W x 1450H LINK SLAB
1800W x 900H RCBC
50.8
1800W x 900H RCBC
10
CH2
47.4
21
Culvert crossing array must be made up
CH229.435
CH237.649
CH239.424
CH240.000
of a minimum of 6 x 1800 mm wide cells
with a combined aperture width of at
least 10.8 meters
0
2.0
1.88
α
EXIST BED SLOPE 1.6%
LAYOUT PLAN
At least one channel
150mm wide channel
1.882 3.660 1.882 is to be included in
0.280 the downstream road
0.280 WING WALL ANGLE
curb to ensure fish
U/S TOP OF HW RL83.281
CONC ROAD @ CL RL83.119 are not trapped on SKEW ANGLE Ø ᵅ ᵝ
0.275
D/S TOP OF HW RL83.208
U/S ROAD EDGE RL83.156 2%>
the roadway. 0 30° 30°
0.20 0.20 0.15
CONCRETE ROAD SECTION D/S ROAD EDGE RL83.083
LEAN MIX EXPOSURE CLASS = B2
BOX CULVERT CROWN SECTION
0.90
44 5
1.7
0.40
L8 1 .59
R
VIP BASE SLAB @ CL RL81.669 RL8
BASE SLAB U/S RL81.706 2%> P
BASE SLAB D/S RL81.633 VI
0.19
CAST INSITU BASE SLAB
0.15
0.60
HORIZONTAL CURVE DATA
VERTICAL CURVE LENGTH (m)
0.15
VERTICAL CURVE RADIUS (m)
2%
VERTICAL GEOMETRY GRADE (%)
7.42
VERTICAL GEOMETRY LENGTH (m)
DATUM RL = 80.300
-0.067 81.677 81.744
-0.435 82.018 81.595
FINISHED SURFACE LEVEL
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.424
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:20, V 1:20 SECTION A DETAIL - TYPICAL RCBC SECTION
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers C
MICHAEL JONES TYPICAL CULVERT DETAIL SECTION
A1
OPERATIONAL WORKS
Page 4
NS 81.60
CH
21
CH
8.
21
20
8.
0
61
7
CH
Culvert crossing array must be made up
22
CH2
0.0
of a minimum of 6 x 1800 mm wide cells
00
0.81 5
with a combined aperture width of at
1800W x 1450H LINK SLAB
1800W x 900H RCBC
0
least 10.8 meters
1800W x 900H RCBC
CH2
47.4
1 2
CH229.435
CH237.649
CH239.424
CH240.000
EXIST BED SLOPE 1.6%
LAYOUT PLAN
CONTROL LINE
VARIES
3.00 1.50
CU 1 in 0.50 0.50 0.50 1.00 VARIES
(WIDTH VARIES DUE TO TAPER) (WIDTH VARIES DUE TO TAPER)
T B 1.5
AT
TE
R R
1.32% E
-1.32% TT
1 in 4 BA 1.5
UT 1 in
0.15
1 in 4 C
0.30
0.075
0.60
0.15
0.15
CH220 DETAIL - TYPICAL CONCRETE ROAD SECTION
A1 HORZ SCALE 1:20 (CH218.200 - 228.824)
A1 VERT SCALE 1:20 (CH234.725 - 250.810)
CONTROL LINE
1.50 2.50
VARIES 1.00 1.00 VARIES
(WIDTH VARIES DUE TO TAPER) (WIDTH VARIES DUE TO TAPER)
5%
CU 1 in -5%
T B 1.5
AT 1 in -4
TE 1 in -4
R
CH140 DETAIL - TYPICAL GRAVEL ROAD SECTION
* A1 HORZ SCALE 1:20
A1 VERT SCALE 1:20 (CH0.000 - 218.200)
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers C
MICHAEL JONES TYPICAL ROAD SECTIONS
A1
OPERATIONAL WORKS
Page 5
NEW 600x300 RCBC
VIP RL 94.83
VIP RL 94.76
VIP RL 94.615
[
qT. VIP RL 94.272
tb up RL 92.902
VIP RL 91.857
IP RL 91.348
J VIP RL 90.074
FINISHED SURFACE
EXISTING NATURAL SURFACE
=
8 g SEE BELOW LONGITUDINAL SECTION
z Rn FOR DETAILED CULVERT SECTION
a &
= @ z 3g S s
a © s iS & 2
x S ‘8 sg 8 6 8 8 =
> zZ 2 z a 8 = zg 2
4A x a a x si 3S = 3
“= a 2 > a x z e 3
She e Z s % z s % 2 |e
=x S a =z gs 5s |S
a) K-73 = 2 = 8 [8
pS S 2 2/2
Sf afa
TE Ss Ss
‘
NEW 3 x $375 SW PIPES \ a
HORIZONTAL CURVE DATA R-20 R20 R 20.9 Ri16.5 -40 R20
VERTICAL CURVE LENGTH (m) CB. VC BGS)
Rete Sees
VERTICAL CURVE RADIUS (m) R60 RbR
VERTICAL GEOMETRY GRADE (%) 1% __| -2.5% |-7.5%| -4.9% +6|7% 6% -6% -11% -8% 0% -3% 4.1% -6.8%| -3.9% || 0%. 4.2%
VERTICAL GEOMETRY LENGTH (m) 7 5.8 | 4.57 | 5.49 19.54 8.55 1.22 1m 7.91 19.87 8 9.35 9.93 13.02| 5.76 6 16.07
DATUM RL= 76.200
e e| | alale wl sla) gle Ss efel x 2} s| =|e/eleals|elaq s/s) sz} sz] a] a} 2 els|/slelolelslalelalele)/elals|/elslel s| 2} elelelala] slesle
FINISHED SURFACE LEVEL 8 S} & sysfs &/ 8/8) &) S| 8 4/8] 8 Sf} 8] S/S) S/S) Sika | 8) 8) 8) S| S| & 8) 8/8) 8) 8) 8) 8) 8) =) =| 5) 8) 8/8) 8) S|) 8) S BS) S/S) S/S) sl] Sf 8/8
eee eee ees = =| =| #lsls 3} als) ala = =/=| s s| 3] 3| 3) alalslefe 6| 8/6] 6] 8] 6] 3 6] 8/6] 6] S| 6) S| 8] S| Bl] 8] S$) S| S|] SJ) Sl Sl Sl sl 8) Sl sls) als] sisal s
3s S| S| SSS S| S| Ss) sis 3S 3S) 5| 8 S| 8] 8) 8) 8] 8| 8) s/& &| 8] 8| 8] 8] 8) 8 8/8] 8] S| 8] 8] S| 8] 8] 8] 8] 3) S| S| S| S| S| S| Bl S| Bl Sl Bi Bl ej &| 3i 8
5 es} x| elela al sles) cls x n/x| e s| ve! slelslslalele w| ©] oe] st] el ale slele/<|a|elclelslalsislalelalslels! el 5s} elslealsiel slele
EXISTING SURFACE LEVEL 8 8) 8) 8) es 8) 8/8) B/8| 8 a5) 8B 2) S| B/S) 8) 2) 8) 8 |S) S) 8) RR) = &) 5} 8) 8) S| 8) 5) &) &) 8) S|) 8) S/S) S| 8) F/B) S) 8) Ble) & 8) S|) 8 es
sats 3s 3s S| S| 8/8 8/ S/S) ss & 5/5) 8 8 8] B| 8] 8] 8] &| S| 8 8| 8] 8) 8) 8] 8] & 8B} 8} 8) 8] 8) 8) S) S| S| S| S| S| S| S| S| S| S| Bl Bl B &| S| S| 8) SB) &B| 8B) B
CUT / FILL DEPTH a| g) 2] Sala a[e|E) ga) a] | al 2 8 gissiale a| s/s) 8/8] 8/8/88 = 8 8/83 s] 8 8/8// 8] 8] a] 8/2] s/8] 2] | sles) gia] Ssjs
s s Fl Flols S| S| Ss] sla Ss s| is S| F| el el slo} sisia S| so] sc] sc] sl ola S| o| 2] ee] Ss] Ss] S| Ss] S| S|] S| SS] S| S] S] S| S| S| Sf Kl Hl Hl ofS] Slalsa
elsis 2 sl 3 els sle Ss els els| ela elclsi els] 8 19 glzs| s
CONTROL LINE CHAINAGE s/ Sls 8} o| 8 8 8 S/S) = S| 3] s|a7k AN] &| 2 Ss 3] 38 5| 38 iB) = 8/8) 8) R/S) 5) S| S| 8 S/R) S/S) se) 8] XS XP Sys] gs &
a| &} sia se} els) els 2 esl z| s| s/s) a/S/s|/s/s 8] 8) 8] 8) 5) 5/8 S| S|) $) 8] 8S) &) S| S| 8/8) ae) S/S) s) si sis) si S| 8} SRsoslsl Fsys
° nf S|] Slaps B) S|] Bla 3 ES S| 8] S| 8 si Seley ele SES) 2S) eS] 2) 2) 2 =/ =) =) 4) 2] 2) S) SE] SPE S|) SF] 8] 8) 8] 8] 8] S| 8} SPAS SA] A als
A1 SCALE: H 1:400, V 1:100 LONGITUDINAL SECTION ROAD CENTRELINE
2
HORIZONTAL CURVE DATA.
VERTICAL CURVE LENGTH (m)
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%)
VERTICAL GEOMETRY LENGTH (m)
EXISTING NATURAL SURFACE
1L81.669
-6.8%
-3.9%
FLOOD LEVEL 2EY RL83.47
EXISTING NATURAL SURFACE
2m DOWNSTREAM
13.02
5.76
Culvert crossing array must be made up
of a minimum of 6 x 1800 mm wide cells
with a combined aperture width of at
least 10.8 meters
Amended in red by SARA on
24 December 2025 Date:
PLANS AND DOCUMENTS
referred to in the REFERRAL
R20 AGENCY RESPONSE Soverane
SARA ref: 2505-45871 SRA
24 December 2025
DATUM RL= 78.800
FINISHED SURFACE LEVEL|& 3 3 5 5 = & 5 é é §
EXISTING SURFACE LEVEL 3) & & #| § & 2 g 2 zg :
CUT / FILL DEPTH 8 § 3] 8 g g g g s 8
CONTROL LINE CHAINAGE al 8 5 x 2 = 3 5 8 -
AI SCALE: H1:50, v1:50 LONGITUDINAL SECTION ACROSS CULVERT SECTION
Callaghan & Toth
Civil, Environmental & Hydraulic Engineers
PO BOX 2305 NOOSA HEADS 4567
1.16/90 GOODCHAP STREET NOOSAVILLE
Ph: 54749081 www.callaghanandtoth.com.au
CLIENT:
MICHAEL JONES
SURVEYED BY:
MURRAY&
ASSOCIATES
SURVEYORS & TOWN PLANWERS.
a
36 ROSES ROAD FEDERAL
SHEET No. IN SET | REVISION
[ADDITION OF SIGHT DISTANCE PLAN
FOR APPROVAL
DESIGN LONGITUDINAL SECTION & PAVEMENT INFO
9 OF 18 Cc
FOR REVIEW
REVISIONS
OPERATIONAL WORKS
DRAWING NUMBER Al
2319-009
Page 6
NS 81.60
8 1
CH H21
Culvert crossing array must be made up
21 8.6
C
8.
20 7
of a minimum of 6 x 1800 mm wide cells
0
1
with a combined aperture width of at 2
CH
CH2
2
20
least 10.8 meters 7
.00
50.8
0
1800W x 1450H LINK SLAB
10
1800W x 900H RCBC
150
CH2
1800W x 900H RCBC
47.4
21
CH229.435
CH237.649
CH239.424
CH240.000
150 150
6 3
5
4
EXIST BED SLOPE 1.6%
CAUSEWAY SETOUT TABLE
LAYOUT PLAN POINT NORTHING EASTING LEVEL LOCATION
1 X=481399.8775 Y=7080990.6702 45.950 TOP OF ROAD/HEADWALL
2 X=481397.9315 Y=7080991.1317 44.990 EDGE OF APRON
3 X=481394.4252 Y=7080990.0822 45.881 EDGE OF CONC BATTER
4 X=481392.6223 Y=7080989.5426 45.754 EDGE OF CONC BATTER
5 X=481390.8592 Y=7080995.9563 44.810 EDGE OF APRON
6 X=481392.8052 Y=7080995.4951 45.850 TOP OF ROAD/HEADWALL
7 X=481396.3114 Y=7080996.5442 45.050 EDGE OF ROCK
8 X=481397.6839 Y=7080997.9991 45.550 EDGE OF ROCK
CL01
1:4
A1 HORZ SCALE 1:10
A1 VERT SCALE 1:10
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers C
MICHAEL JONES CONCRETE JOINT PLAN & DETAILS 1 OF 2
A1
OPERATIONAL WORKS
Page 7
Roughening is provided on the aprons,
e.g. using a rough broom finish, exposed
aggregate, shotcrete or similar treatment
SHOULDER
DEPTH
REFER
SLAB DEPTH
PLAN
150
SHOULDER
REFER
PLAN
DEPTH
REFER
200
PLAN
150
DEPTH
REFER
PLAN
SLAB
200
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers C
MICHAEL JONES CONCRETE JOINT PLAN & DETAILS 2 OF 2
A1
OPERATIONAL WORKS
Page 8
3.00
3.66
1.8m x 0.9m RCBCs
0.54
HORIZONTAL CURVE DATA
VERTICAL GEOMETRY GRADE (%) -2%
VERTICAL GEOMETRY LENGTH (m) 7.42
DATUM RL = 79.200
0.120 81.624 81.744
-0.205 82.164 81.595
DESIGN FEATURES
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.424
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:50, V 1:50
SECTION
0.3 STEP DOWN
FROM 1800x900
3.00
RCBC
1.8m x 1.4m LINK SLAB
0.54
HORIZONTAL CURVE DATA
VERTICAL GEOMETRY GRADE (%) -2%
VERTICAL GEOMETRY LENGTH (m) 7.42
DATUM RL = 79.000
-0.233 81.677 81.444
-0.723 82.018 81.295
DESIGN FEATURES
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.424
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:50, V 1:50
SECTION
8.93
3.00
1.882 3.72 3.33
2%> 1.8m x 0.9m RCBCs
2%>
2%>
0.54
HORIZONTAL CURVE DATA
VERTICAL GEOMETRY GRADE (%) -2%
VERTICAL GEOMETRY LENGTH (m) 7.42
DATUM RL = 79.100
0.014 81.730 81.744
-0.121 81.716 81.595
DESIGN FEATURES
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.424
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:50, V 1:50
SECTION
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers C
MICHAEL JONES TYPICAL DESIGN UPSTREAM & DOWNSTREAM SECTIONS
A1
OPERATIONAL WORKS
Page 9
Scale Point 17874
TBM E/PIN
Culvert crossing array must be made up
of a minimum of 6 x 1800 mm wide cells
with a combined aperture width of at
least 10.8 meters
T*S15/0.5D18HLILLIPILLI
T*S20/1.0D18HCAMPHOR
T*S20/0.8D18HCAMPHOR T*S20/1D18HCAMPHOUR
T*S15/0.5D18HLILLIPILLI
17858
TBM G/PIN
X
T*S20/1.0D18HCAMPHOR X
T*S20/1.0D18HCAMPHOR 0.25D BLACK WATTLE
X
T*S20/1.0D18HCAMPHOR
17872
TBM D/PIN
X
T*S20/1.0D18HCAMPHOR
X
GNSS15
TBMC/PINGNSS
0 4 8 12m
TREE MANAGEMENT PLAN
Scale 1:200 @A1
A3 WEATHER PROOF (COREFLUTE) TREE
PROTECTION SIGNS TO BE SUPPLIED BY
THE CONTRACTOR. INSTALL ON TREE
PROTECTION FENCE AS FOLLOWS:
· 1 SIGN PER INDIVIDUAL TREE
· 1 SIGN PER 15 LINEAR METER FOR
FENCED VEGETATION AREAS
TREE
PROTECTION
ZONE EXISTING TREE:
X TAKE UP AND REMOVE FROM SITE, INCLUDING ROOT AS SPECIFIED
ON DETAIL PLANS.
NO ACCESS TREE PROTECTION AREA (TPZ) WITH TREE PROTECTION FENCE
REFER TO DETAIL PLANS AND TO AS4970(2009) & REFER TO MBRC-GI-0505
STRUCTURAL ROOT ZONE (SRZ)
REFER TO DETAIL PLANS AND TO AS4970(2009).
EXCAVATION WITHIN THIS ZONE IS STRICTLY
RESTRICTED TO HAND OR VACUUM EXCAVATION
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers C
MICHAEL JONES TREE MANAGEMENT PLAN
A1
OPERATIONAL WORKS
Page 10
REFER TO INSERT
{FOR DETAILS
=>=27 =>
PSS
SNA
Say
Las £GBP
Sint
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SK
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SEDIMENT & EROSION CONTROL CHECK LIST
MANAGEMENT COMMITMENT
OBJECTIVE / TARGET
Comply with all statutory regulations and maintain
them during earthworks/construction.
Comply with the erosion and sediment control plan.
MANAGEMENT STRATEGY
Site foreman to identify and check direction of storm water
land flows as shown on plan. Provide barriers and other
measures shown on the plan to intercept storm water flows
at the end of table drains, and intercept sediments
before reaching gullies.
TASKS / ACTIONS
Erect sedimentation barriers as shown on the plans
before commencing earthworks or drainage improvements.
Place rock weirs in table drains as soon as the drains
are cut.
PERFORMANCE INDICATORS
Site foreman to check that sediment fence and rock weirs
are trapping the flows after rain. Ensure no bypass occurs.
FREQUENCY / DEADLINE
Site foreman shall monitor performance and repair damage
after every storm until grass is established. Sediment shall
be removed before it reaches overflow level
RESPONSIBLE PERSON
The Principal Contractors foreman shall be
responsible for inspections.
REPORTING / REVIEW
Site Foreman fo advise workers: if they notice any
barrier requiring repair, report it to foreman.
CORRECTIVE ACTIONS
Site foreman is to repair any damaged barriers
daily. Replacements are to be purchased as required.
oe S
tts
Jo SEM
UAL XO
Le SI Nabe
4ey, Ve UU. a N NS
IW bf tH NS
ITIL Ly! =
KILL ve ie Oe
f Roy Oe if Nae
a 7 ade
RN Vf 6 407 Xe
pels / Lp SW
% CA) |} byl ee
24 December 2025
Amended in red by SARA on
Culvert crossing array must be made up
of a minimum of 6 x 1800 mm wide cells
with a combined aperture width of at -
least 10.8 meters
Scale 1:100 @A1
SEDIMENT CONTROL LEGEND:
AAAA- SEDIMENT FENCE TO DETAIL
—
*
>
¢
DIRECTION OF FLOW
TWO-THREE SAND BAGS TO FORM A VEE CHECK DAM
AT 10m CENTRES ALONG NEW TABLE DRAIN
TEMPORARY SITE ACCESS TO IECA STD DWG ESC-01
SILT CURTAIN TO IECA STD DWG IECA FSC-01_03
BUND STAGE 170 DETAIL ON SHEET 015
DE-WATERING PUMP WITH HOSE AND
DE-SILTING BAG, AS REQUIRED
COIR LOG FILTER DAM INSTREAM TO IECA LOG-01
RECESS LOG 4 DIA INTO THE GROUND
Callaghan & Toth
Civil, Environmental & Hydraulic Engineers
PO BOX 2305 NOOSA HEADS 4567
1.16/90 GOODCHAP STREET NOOSAVILLE
Ph: 54749081 www.callaghanandtoth.com.au
CLIENT:
MICHAEL JONES
oe STRAINER WIRE
fff To? & Barton
FILTER FABRIC FIXED TO FENCE
AND EMBEDDED INTO
0.5 GROUND MIN. 200mm
ig PROVIDE OVERFLOW WEIR 0.5 WIDE
025 jG] FLOW WHERE BACKUP FLOW IS
LIKELY TO OVER TOP WEIR
0.3
| STAR PICKET
PLANS AND DOCUMENTS “I
E referred to in the REFERRAL ,
AGENCY RESPONSE asennant SEDIMENT FENCE DETAIL
SCALE NTS
- - 2505-45871 SRA
SARA ref. SEDIMENT FENCE SECTION
Date: 24 December 2025 Place on the toe of all fill batters
where shown or directed by the Engineer.
These fences are not to be used
for concentrated flows with catchments
greater than 2000 sq. m.
SS
TOPSOIL AND TURF STOCKPILE AREAP PLASTIC 1-TONNE BAG
AFTER COMPLETION OF WORKS SHEET FILLED WITH SAND
= a Or.
S 7
Trey ouly Access to state-controlled road PLACE ROCKS
y .
DIVERSION PIPE not approved as part of this 10 STABILISE
4 on
Japplication
4 FLOW
—_
ma
Ze DE-WATERING BUND DETAIL
ZZ APPROX. |”
ZS | {STOCKPILE SCALE NTS
S$ | bocation ~J
Sd ~ NOTE:
THIS IS ONLY A CONCEPT EROSION & SEDIMENT
z CONTROL PLAN. CONTRACTOR SHALL PREPARE AND
0 6 12 18m ~—s« SUBMIT AN RPEQ CERTIFIED EROSION & SEDIMENT
orl CONTROL PLAN TO THE SUPERINTENDENT PRIOR TO
CONCEPT EROSION & SEDIMENT CONTROL PLAN Scale 1500 @AT START OF WORKS.
: T No. INSET
SURVEYED BY: 36 ROSES ROAD FEDERAL re ‘c
MURRAY& <_}1¥/25_|ADDITION OF SIGHT DISTANCE PLAN a _| » AoT_! CONCEPT EROSION & SEDIMENT CONTROL PLAN |DRAWNG NUMBER Al
ASSOCIATES B25 FOR APPROVAL CT JM ADT
SunTevens& Town PLANNERS A [04/25 [FOR REVIEW ST JM ‘ADT OPERATIONAL WORKS 2319-015
INDEX} DATE REVISIONS DRAWN |CHECKED APPROVED