Original source · versioned page text
Approved plans and specifications
Plans and drawings: the text below has words only, no drawings.
LOCALITY PLAN
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 D
MICHAEL JONES LOCALITY PLAN & DRAWING INDEX
A1
OPERATIONAL WORKS
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Page 2
STRUCTURAL NOTES: EARTHWORKS AND PAVEMENT NOTES:
GENERAL NOTES
REINFORCEMENT:
1. UPON COMPLETION OF WORKS THE AREAS AFFECTED BY THE WORKS ENVIRONMENTAL: 1. STRIP NATURAL SURFACE TOPSOIL TO 150mm OR DEEPER AS REQUIRED. REMOVE ANY
AND ASSOCIATED CONSTRUCTION ACTIVITIES SHALL BE CLEANED UP 17. CLEARING TREES ONLY AS REQUIRED. PRUNING OVER HANGING 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE. UNSUITABLE MATERIAL AND REPLACE WITH SUBGRADE REPLACEMENT TO DETAILS ON
TO COUNCIL SATISFACTION. SHEET 011. TOPSOIL WITHIN WORKS AREA IS TO BE REMOVED, STOCKPILED, AND REUSED
BRANCHES PRIOR TO WORKS. LEAVE ROOT BALL IN BANK, IF POSSIBLE,
2. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT ON ALL DISTURBED AREAS TO A COMPACTED DEPTH OF 75mm.
OF TREES REMOVED ON CREEK.
2. ENSURE ALL CONSTRUCTION VEHICLES AND MACHINERY HAVE BEEN 2. CONTRACTOR SHALL OBTAIN ONE CBR TEST PER MATERIAL TYPE OR AT EVERY 100m OF
NECESSARILY SHOWN IN TRUE PROJECTION.
CLEANED IN ACCORDANCE WITH DAF VEHICLE AND MACHINERY 18. WORKS TO BE IN ACCORDANCE WITH: ROAD (2 TESTS MINIMUM).
CLEANDOWN PROCEDURES (2019) PRIOR TO ACCESSING SITE. 3. CONCRETE ROAD SL102 SLAB MESH AND SL82 CUTOFF WALL MESH TO 3. NATURAL SUBGRADE MINIMUM COMPACTION SHALL BE 97% RDD (RELATIVE DRY
18.1. OPERATIONAL WORK CONDITIONS FOR WATERWAY BARRIER
AS2780 SHALL BE LAPPED BY TWO TRANSVERSE WIRES PLUS 25mm. DENSITY).
DEMOLITION, EROSION & SEDIMENT PREPARATION: WORK DECISION NOTICE 2202-27372 SDA
BUNDLED BARS SHALL BE TIED TOGETHER AT 30 BAR DIAMETER 4. SUBBASE AND BASE COURSE SHALL BE COMPACTED TO 100% RDD AND TESTED IN
18.2. CONSTRUCTION EMP FOR THE PROJECT ACCORDANCE WITH MRTS05.
3. DEMOLITION MATERIAL TO BE REMOVED AND LEGALLY DISPOSED OF CENTRES WITH 3 WRAPS OF THE WIRE.
5. SUBGRADE, SUBBASE, AND BASE COURSES SHALL EACH BE PROOF-ROLLED USING A
OFF-SITE. REHABILITATION: FILLED WATER TRUCK UNDER THE SUPERVISION OF A SUITABLY QUALIFIED ENGINEER.
4. REINFORCEMENT OF BOX CULVERT SLAB, WINGWALLS, AND APRON
4. ALL EROSION AND SEDIMENT CONTROLS TO BE IN ACCORDANCE WITH 19. DISTURBED BATTERS OR CREEK BANKS TO BE MULCHED AND SHALL BE IN ACCORDANCE WITH SPECIFIED TMR STANDARD DRAWINGS 6. ASPHALT PAVEMENTS SHALL BE COMPACTED AND TESTED IN ACCORDANCE WITH
"BEST PRACTICE EROSION AND SEDIMENT CONTROL", INTERNATIONAL COVERED WITH JUTE COIR MATTING AND PINNED AS PER AND SPECIFICATIONS. MRTS30
EROSION CONTROL ASSOCIATION (IECA), AUSTRALASIA CHAPTER, 2008 MANUFACTURERS REQUIREMENTS. 7. PAVEMENT DESIGN IS BASED ON A CBR5 VALUE USING AUSTROADS GUIDE TO PAVEMENT
AND IPWEA STD DRGs DS-040 AND DS-041, TO THE SATISFACTION OF 5. WELDING OF REINFORCEMENT IS NOT PERMITTED WITHOUT THE TECHNOLOGY PART 2. WHERE INSITU CBR TESTING RESULTS IN A CBR VALUE LOWER
THE SUPERINTENDENT. 20. PLANT WITH NATIVE GROUND COVERS e.g. LOMANDRA HYSTRIX AND THAN 3%, SUBGRADE REPLACEMENT PER "DESIGN PAVEMENT SECTION" ON SHEET 08
APPROVAL OF THE SUPERINTENDENT.
DIANIELLA CAERULEA, AT 0.3m CENTRES IN ACCORDANCE WITH SHALL BE INSTALLED.
5. TEMPORARY STORMWATER DEVICES INCLUDING COFFER DAMS TO BE COUNCIL'S LANDSCAPING CODE. 8. DESIGN ESA's ARE BASED ON NOOSA COUNCIL PLANNING SCHEME CLASSIFICATION.
IN PLACE DURING CONSTRUCTION TO ALLOW FOR FLOW OF CREEK 6. ALL REINFORCEMENT TO BE SUPPORTED IN ITS CORRECT POSITION
21. DISTURBED AREAS ADJACENT TO ROADWAYS TO BE SEEDED WITH DURING CONCRETING BY APPROVED BAR CHAIRS, SPACERS OR 9. PAVEMENT WORKS SHALL BE IN ACCORDANCE WITH MRTS 04, 05, 11, 12, & 30 TECHNICAL
AND PROTECTION OF STAGED CONSTRUCTION AREAS. USE OF SPECIFICATIONS.
NATIVE GRASSES AND GROUND COVERS. SUPPORT BARS.
EXISTING CAUSEWAY/PIPES IS REQUIRED. 10. CONTRACTOR SHALL MEET ALL COSTS ASSOCIATED WITH TESTING.
6. NEW CONSTRUCTION SHALL INTERFACE NEATLY INTO THE EXISTING 7. REINFORCING BARS TO BE AS4671:2001 WITH 60mm MIN. CLEARANCE. 11. IF ANY ADDITIONAL IMPORTED FILL IS REQUIRED, THE MATERIAL SHALL BE MINIMUM TYPE
TERRAIN AND CHANNEL BANKS. 2.5 MEETING MRTS 04 AND 05 REQUIREMENTS.
7. INSTALL TREE PROTECTION ZONE (TPZ) FENCING PRIOR TO WORKS ON CONCRETE:
SITE.
1. NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE
EXISTING VEGETATION: SHOWN ON THE DRAWINGS TO BE MADE IN CONCRETE MEMBERS REQUIRED HOLD POINT INSPECTIONS :
WITHOUT PRIOR APPROVAL OF THE SUPERINTENDENT. · CONSTRUCTION PRE-START MEETING
8. WEED TREATMENT TO BE UNDERTAKEN PRIOR TO CLEARING TO · SET OUT OF CULVERTS AND CONCRETE ROAD
REDUCE THE RISK OF SPREADING WEEDS. 2. CONSTRUCTION JOINTS TO BE PROPERLY FORMED AND USED ONLY · PLACEMENT OF COFFER DAMS/DE-WATERING BUND
9. ALL EXISTING VEGETATION WITHIN THE CHANNEL AND ROAD RESERVE WHERE SHOWN OR SPECIFICALLY APPROVED BY THE · BASE PREPARATION AND PROOF ROLLING
THAT IS IMPACTED BY THE WORKS IS TO BE REMOVED & DISPOSED OF SUPERINTENDENT. CONTRACTOR TO ENSURE STRUCTURE IS WATER · CONCRETE PRE-POURS FOR EACH ROAD SECTION, WING
OFF-SITE. REMOVED TREES SHALL BE OFFSET BY AN ADDITIONAL PROOF. WALL/HEADWALL, BASE SLABS, AND APRONS
THREE TREES AS DIRECTED BY COUNCIL. · RCBC LAYING
3. EXPOSED EDGES TO BE CHAMFERED 20mm. · ROCK SCOUR PROTECTION INCLUDING ROCK TO BE USED AND
10. ENSURE WORKS ARE IN ACCORDANCE WITH TREE PROTECTION EXTENTS OF FILL
REQUIREMENTS. REFER TO AUSTRALIAN STANDARD AS4970-2009. 4. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF AS3600 WITH · FINAL INSPECTION
CONCRETE GRADE TO THE MINIMUM 28 DAY COMPRESSIVE STRENGTH.
SERVICE LOCATIONS:
5. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE
AS3600.
RELEVANT SERVICE UTILITY PROVIDERS TO CONFIRM THE LOCATION
OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF WORKS.
6. CONCRETE ROAD NOT TO BE TRAFFICKED ON UNTIL CONCRETE
SURFACE LEVELS: STRENGTH HAS REACHED 32MPa (APPROXIMATELY 7 DAYS) AS
DETERMINED BY TESTING OF SITE CURED CYLINDERS.
12. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED
THROUGH COMPUTER MODELLING OF FIELD SURVEY DATA. THESE 7. CONCRETE QUALITY MUST MEET THE FOLLOWING GUIDELINES:
CALCULATED LEVELS MAY VARY FROM THE ACTUAL GROUND LEVEL
AT THE CORRESPONDING POSITION ON SITE. WHERE MAJOR · ADMIXTURES SHALL NOT BE USED WITHOUT THE WRITTEN
VARIATIONS OCCUR, THEY SHALL BE REFERRED TO THE APPROVAL OF THE SUPERINTENDENT
SUPERINTENDENT FOR FURTHER CONSIDERATION WHERE SUCH · CEMENT SHALL BE TYPE 'A' NORMAL CLASS PORTLAND CEMENT
VARIATION WILL CAUSE MAJOR PROBLEMS WITH CONSTRUCTING THE UNLESS NOTED OTHERWISE
PROJECT IN ACCORDANCE WITH APPROVED PLANS. · MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20mm
· SLUMP SHALL BE 80mm (+/- 15mm)
SURVEY REFERENCE: · CONCRETE STRENGTH SHALL BE GRADE S40
· MAXIMUM WATER/CEMENT RATIO OF 0.45
13. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH · DRY SHRINKAGE STRAIN AT 56 DAYS NOT TO BE GREATER THAN 700
REFERENCE TO SURVEYED STAKES AND SURVEYED BENCH MARKS x 10^-6 (AS1012.13)
PROVIDED BY THE APPOINTED SURVEYORS. ALL SURVEY STATIONS,
SETOUT STAKES AND PERMANENT SURVEY PEGS OR MARKS ON OR 8. SAMPLING AND TESTING OF CONCRETE AND CONCRETE
ADJACENT TO THE CONSTRUCTION SITE SHALL BE PROTECTED CONSTITUENTS SHALL BE IN ACCORDANCE WITH AS1379.
DURING CONSTRUCTION.
BOX CULVERT WORKS:
14. INSTALLATION OF REINFORCED BOX CULVERTS SHALL COMPLY WITH
THESE PLANS AND TMR STANDARD DRAWINGS AND SPECIFICATIONS
MRTS03 & MRTS24.
WATERWAY PROTECTION:
15. EXISTING NATURAL WATERWAY FEATURES INCLUDING BANK
ESTABLISHMENT, VEGETATION, AND CHANNEL PROFILE OUTSIDE OF
CONSTRUCTION AREA SHALL BE MAINTAINED DURING ALL STAGES OF
THE WORKS. DISTURBANCE OF THE WATERWAY OUTSIDE OF
PROPOSED WORK AREA AND STAGING AREA IS NOT PERMITTED.
16. REQUIRED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN
PLACE PRIOR TO START OF WORKS . INSTREAM MEASURES TO BE
DESIGNED TO ALLOW FISH PASSAGE.
Callaghan & Toth 36 ROSES ROAD FEDERAL
Civil, Environmental & Hydraulic Engineers D
MICHAEL JONES GENERAL NOTES
A1
OPERATIONAL WORKS
Page 3
Ai a
OT 2
PROPOSED CONCRETE DRIVEWAY S L LEGEND: EXISTING SERVICES
NI i 4 A, RP95476
ie be 7 DCDB BOUNDARY LINE
] at 3 EXISTING EDGE OF CONCRETE
24° a EXISTING FENCE
PROPOSED CREEK CROSSING FILL BATTER
. EXISTING ROAD EDGE
j REFER PLAN 2319-007 REFER CROSS SECTIONS
bbbbbhbhbtttit
BANK TOP
fi 4 _2 Fee 8 wo a g 6-58
x sr ds - 5 7 9 e — —— — — _ BANK BOTTOM
= eS . S rs, g
. “a L a Ls —J == 2. Fig 85:5 CONTOUR (05n)
3.\ 4, oa <= = & a e © 5 NEW 3 x 375 SW CULVERTS T = EXISTING UG TELSTRA (INDICATIVE ONLY)
ones wy 530 REFER TO DETAIL PLAN 17 LOCATE BEFORE CONSTRUCTION
é & 4 < > © < a a Pp —— EXISTING UG OPTIC FIBRE (INDICATIVE ONLY)
: 2 S “se ees | > TAPER FROM 3m WIDE DRIVEWAY LOCATE BEFORE CONSTRUCTION
La A ge % oe mea " TO 4m TO SUIT 12.m TRUCK TURNING : EXISTING UG ELEC (INDICATIVE ONLY}
xe 8 3 ¥ nae ' g —— F——__ Locate BEFORE CONSTRUCTION
Fe ‘|
Sf a SR EXISTING TREE
g _-— R20_
Re a ~~ EXISTING SIGN
LEGEND: DESIGN FEATURES
CUT BATTER
REFER CROSS SECTIONS
‘40mm THICK BCC TYPE 2 MG AC WITH 10mm EMULSION PRIMER
SEAL OVER MINIMUN 125mm TYPE 2.1GRAVEL AND 125mm
TYPE 2.2 (SUBJECT TO CBR TEST) TO 100% STD COMPACTION
TYPE 2.3 200mm THICK GRAVEL DRIVEWAY
COMPACTED TO 100% STANDARD DENSITY
PROPOSED GRAVEL DRIVEWAY TYPE 2.3 WITH 2% CEMENT STABILISATION
~, 3-4m WIDTH VARIES TO SUIT TRUCK TURNING 200mm THICK GRAVEL DRIVEWAY COMPACTED TO
LD TYPE 2.3 200mm THICK COMPACTED GRAVEL 100% STANDARD DENSITY
FINISH CUT/FILL BATTER 75mm THICK TOPSOIL &
‘75mm THICK MULCH WITH PINNED COIR MESH
OVER TOP WHERE STEEPER THAN 1 IN 2.
AT 1.2 TOPSOIL AND MULCH.
GRASS SEED OTHERWISE
SSH eEY |.
ae, —
wp
CONCRETE ROAD REFER TYPICAL
SECTION PLAN 2319-008
ROCK SCOUR PROTECTION TO DETAILS
ON SHEET 2319-013 AND 2319-016
15m WIDE x 0.9m HIGH x 1.215m LONG BOX CULVERTS
1.5m WIDE x 1.2m HIGH x 1.215m LONG BOX CULVERTS
1.8m WIDE x 0.9m HIGH x 1.215m LONG BOX CULVERTS.
1.5m WIDE x 1.215m LONG LINK SLABS FOR FISH PASSAGE
: C= THEE =e NEW REINFORCED CONCRETE BOX CULVERTS
Amended in red by SARA on eee ea rt on TRA
1 April 2026 x —_SEEPAGE DRAIN TO DETAIL PLAN 8
© GUIDE PosTS
85-5 _ ACCESS ROAD CONTOUR (0.1m)
\
z=
| NEW KOALA oO GATE CHS POST, OR POST WITH
GRID. REFER WIDTH MARKER D4-3(L}
TO PLAN 16
PLANS AND DOCUMENTS aS : ‘260
referred to in the REFERRAL . NEW 600x300 Exe
Queensland ~S Le RCBC. REFER LOS
AGENCY RESPONSE ma we — — CC, REFER HO
~ .
SARA ref: 2505-45871 SRA —S 2
“
ae CoE
. ma: =>.
Date: 1 Apri 2026 LAYOUT PLAN “<S ES
Pree Pera == : 2.20 6.85
SCALE: 1:300 (A1) —
SCALE: 1:600 (A3) NEW DRIVEWAY TO JOIN TO EXISTING ROAD SU TRUCK meters
7 REFER TMR STD 1807 & Width 2.50
NOTE . A en PLAN 2319-016 FOR DETAILS Track 2 280
: m 2 22.
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 cuENT: SURVEYED BY: D_ | 03/26 CULVERT DESIGN CHANGE MP D ADT 36 ROSES ROAD FEDERAL eo >
Civil, Environmental & Hydraulic Engineers
cfs DITION OF SIGHT DISTANCE PI
PO BOX 2305 NOOSA HEADS 4567 MICHAEL JONES MURRAY uN 3 Wwe oR APPROvaL ISTANCE PLAN S om AT DESIGN FEATURES PLAN DRAWING NUMBER At
1.16/90 GOODCHAP STREET NOOSAVILLE ASSOCIATES |
Ph: 9/80 (600 vwww.callaghanonatoth com.au th i) SuRVETORS 2 Town PARKERS A [04/25 [FOR REVIEW ST IM aot | OPERATIONAL WORKS 2319-006
INDEX} DATE REVISIONS DRAWN (CHECKED APPROVED
Page 4
NS 81.60
0.60
α ᵝ
CH
21
CH
8.
21
20
1.87
8.
0
61
0
2.0
7
CH
22
0
.00
0
CH2
1500W x 1200H
1500W x 1400H
1500W x 900H
1800W x 900H
3.00
50.8
10
LINK SLAB
CH2
7.42 4
RCBC
RCBC
RCBC
CH229.435
1
CH237.649
CH239.424
CH240.000
γ γ
2.00
2.00
EXIST BED SLOPE 1.6%
LAYOUT PLAN
1.882 3.645 2.000
WING WALL ANGLE
CONC ROAD @ CL RL83.139 ᵅ ᵝ γ
U/S ROAD EDGE RL83.176
D/S ROAD EDGE RL83.103 SKEW ANGLE Ø 15° 30° 0°
0.20 0.22 0.15
CONCRETE ROAD SECTION 2%>
LEAN MIX
BOX CULVERT CROWN SECTION EXPOSURE CLASS = B2
0.90
44
1.7 95
0.40
RL8 81
.5
VIP BASE SLAB U/S RL81.706 BASE SLAB @ CL RL81.669 RL
2%> P
BASE SLAB D/S RL81.633 VI
0.265
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
-0.069 81.677 81.746
-0.429 82.026 81.597
FINISHED SURFACE LEVEL
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.527
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 D
MICHAEL JONES TYPICAL CULVERT DETAIL SECTION
A1
OPERATIONAL WORKS
Page 5
NS 81.60
CH
2
CH
18
.2
21
00
8.6
17
CH
22
CH2
0.0
00
0.81 5
1500W x 1200H
1500W x 1400H
1500W x 900H
1800W x 900H
0
CH2
LINK SLAB
47.4
21
RCBC
RCBC
RCBC
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
1.32% ER
-1.32% TT
1 in 4 T BAn 1.5
0.15
1 in 4 CU 1i
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 D
MICHAEL JONES TYPICAL ROAD SECTIONS
A1
OPERATIONAL WORKS
Page 6
VIP RL 94.83
NEW 600x300 RCBC
[
qT. VIP RL 94.272
VIP RL 94.76
VIP RL 94.615
tb up RL 92.902
VIP RL 91.857
IP RL 91.348
J VIP RL 90.074
VIP RL 87.242
7
Zs VIP RL 88.114
FINISHED SURFACE
VIP RL 85.654
IP RL 85.654
VIP RL 85.906
EXISTING NATURAL SURFACE
SEE BELOW LONGITUDINAL SECTION
FOR DETAILED CULVERT SECTION
E
B x 3
3 3 8 S
oS a «o s+ 5S 2
= =z a oS x 8
= a z = 3 i
— > a x z 3 G 2 2
se = a = 3s 8 3
Ph = & z 8 3 fs
= p= $ z 3 a
7 i, Sf a a
> >
cf
\. |
\
NEW 3 x 0375 SW PIPES } |e
HORIZONTAL CURVE DATA R-20 R-60 R60 R-60 R20 R 20.9 R165 R20_R 20
VERTICAL CURVE LENGTH (m) ve 1.12 || |ve 6.09] cb.99 VEN
VERTICAL CURVE RADIUS (m) R {00 R 400 Rbo| = RBR
VERTICAL GEOMETRY GRADE (%) 1% _ | -2.5% [7,5%|-4.9% 5.2% L6|7% 6% -6% 11/15 1% 8% 0% 3% 4.7% 6.8% —__|-3.54%| | 0% 444%
VERTICAL GEOMETRY LENGTH (m) 7 | 58 [457 | 5.40 21.59 18.54 8.55 1.22 11145 7.91 19.87 9.35 9.93 13.02 5.76 [17.184 14.886
DATUM RL= 76.200
el ef el alale wl elal elel ele! =) el ol clelelelelels zisls) slalealelelelslelelelelalalelalelelelalclelelel =] oe) ale elelel elele
FINISHED SURFACE LEVEL 3 §| 2 says &| S$) a) s|/s cy 4/8} 8 S| 8) S/S) Se) apsypRpa %| S| &) 8) S) S| | =] S| 8) S/R) RF] GB] S| A] S| S| S| SB) SP RP Rl S/S} S} S] S| S/S) Sl al Skis
TT 3S S| S| S|S/S 8] 8) Ss) Sts 3S 5/5) 8 8} S| BS] S| B| 8| 8] |S | 8B] 8) B| 8] Bl] 8] S| B| B| B| 2] 2] Bl) 8B} 2) 8) 8) 8) 3) S$) S| S| S| S| S| VB) B | S| 3/8) S| &] 8B] 3B
sl «| =] elele x sie] clsl = els) ef =| 2] slelelelalele wlolelslelslels|slelelslelslclelslelslelalelalelalel els] elsl ele] slele
EXISTING SURFACE LEVEL 8 8) 8) S/ ae 8) 8k) 5/8 8 &| 5) 8 2] S| 8) 2] 8) S) 8) 2) 8 &/ S| 2) 8) R&S) AN] S| &) QS) S| 8) S| SB] 8] B) S|) R/S) SPS) B/S) 8) FS) S| B/S) Xs) S| 8 sis
wo == a 3s) 3] alsls 8) Sis] sig S 5/s| & 8) 8] S/ 8/8) 8/s/ sls 8B| 8] S| 8) B| B| B| S| 8} B| S| S| 8] 8] S| S| S| S| ZS) S| S| S| S| S| S| Vl Bl Bl Bla) BB} Bl &] 2) B
e| 2 2) sle ml af a
CUT / FILL DEPTH 8 § 8) sales 8) §§) Bs & 8 8 BS) 8888/8 8/8 8] &| S| 8] 8) 3] 8] 8) S| F| S| §) &| 2) 8) 8) 8) 8) B) &) 8] 8) 8) 8) SB) S) S| =) 8) SZ) Sf 8) s
Ss o| FF] elols s| cs] Ss] slo Ss s| so S| F| Fel al sj sj ata S| Ss] so} 5] S| 5} S| S| 5] S| P| PF] P] SS] So] S| Sf Sf S| S|] Sf SO] So] S| S| GO} S| SO =|~-| silo] S| el sls
elsle 3 jslel Jelslel Jslel ls gis\_lelsielal jalciaigl sls ») zelsl =
CONTROL LINE CHAINAGE ~/ ela go) 8 s| 3 e\s} ce] sf} gs] slafg} /§) 8/8 8) |/8 8) |5/8)8) | 8) 8) | Bel 8/2 s/§) 8) 88) | 8 5/8) 8) S| 8) =) 8) SES) 8) Js
al Lisl x) =lsl elzl 3 sisi 2] | al sisisisis/sls 8/8] s) 8/5) 5/8) 8] s/s] $8) ss) 5/8) 8 8) e s/s s/sisisisigi es] 8) g/g Ssls) sisis
of -| S| FlSls SB, s/3| sls] 8 gis] &, sf 3] sisi si sisi sie 2/8) 2/2) 28) 2/8 8/2 =) = BS SS SE ES SS 8 S/R S|] 8] S| N) NUS SRS) SR] R
At SCALE: H 1:400, V 1:100 LONGITUDINAL SECTION ROAD CENTRELINE
3
EXISTING NATURAL SURFACE
2m DOWNSTREAM
FLOOD LEVEL 2EY RL83.47 ~
4 Fe PLANS AND DOCUMENTS
- referred to in the REFERRAL
EXISTING NATURAL SURFACE AGENCY RESPONSE Goverment
HORIZONTAL CURVE DATA 20. R-20 R20 SARA ref: 2505-45871 SRA
: 1 April 2026
VERTICAL CURVE LENGTH (m) Date: ia
VERTICAL CURVE RADIUS (m)
VERTICAL GEOMETRY GRADE (%) 6.8% -3.54% 0% 4.44%
VERTICAL GEOMETRY LENGTH (m) 13.02 5.76 7.184 14.886
DATUM RL= 78.800
els 3 8 8 g g = 8 sg) 8
FINISHED SURFACE LEVEL|S| & x =| = = a e 8 < xs
8] 8 8 3| 3s g 8 8 8 8) 8
~| 2 ts we) = 2 re 2 ts e|
EXISTING SURFACE LEVEL |2| & 8 8) 8 & 8 = 8 8 S
WJRS LOSES g\ 3 3 s| 5 3 3 % 3 8] 8
CUT / FILL DEPTH g)8 s =| 3 S z g 5 s 3
s|o S _ - So So Ss ° s s
= 8 =+| 8 x g a & =
CONTROL LINE CHAINAGE |<] © & S| = 2 2 S Rg ° s
A|N a a a & a ag aq a a
A SCALE: H 1:50, Vv 1:50 LONGITUDINAL SECTION ACROSS CULVERT SECTION
CLIENT: SURVEYED BY: SHEET No. IN SET | REVISION
Call aghan BT oth rai Engineers [03/26 [CULVERT DESIGN CHANGE MP D mr] 86 ROSES ROAD FEDERAL 9 OF 18 D
> [1725 [ADDITION OF SIGHT DISTANCE PLAN cr 3D abt | DESIGN LONGITUDINAL SECTION & PAVEMENT INFO
PO BOX 2305 NOOSA HEADS 4567 MICHAEL JONES MURRAY& Twas FOR APPROVAL cr M ADT DRAWING NUMBER Al
1.16/20 GOODCHAP STREET NOOSAVLLE i! aati A J0w/25|FOR REVIEW stom 7 | OpERATIONAL WORKS 2319-009
= INDEX} DATE REVISIONS DRAWN |CHECKED APPROVED
Page 7
13 14 1
12
CH H21
21 8.6
C
8.
20 7
0
1
CH
11 2
CH2
22
3
0. 0
10
50.8
00
10
150
CH2
47.4
21
CH229.435
CH237.649
CH239.424
CH240.000
150 150
4
9
8 5
6
7
CAUSEWAY SETOUT TABLE
LAYOUT PLAN POINT NORTHING EASTING LEVEL LOCATION
1 481399.810 7080990.415 81.744 TOP OF APRON AT BACK OF WINGWALL
2 481398.113 7080990.847 81.708 TOP OF BASE SLAB CORNER
3 481397.960 7080991.010 83.176 TOP OF ROAD CORNER AT CULVERT EDGE
4 481394.468 7080989.965 83.103 TOP OF ROAD CORNER AT CULVERT EDGE
5 481394.430 7080989.744 81.631 TOP OF BASE SLAB CORNER
6 481392.591 7080989.262 81.593 TOP OF APRON AT BACK OF WINGWALL
7 481390.478 7080996.322 81.593 TOP OF APRON AT BACK OF WINGWALL
8 481392.279 7080996.929 81.631 TOP OF BASE SLAB CORNER
9 481392.432 7080996.767 83.103 TOP OF ROAD CORNER AT CULVERT EDGE
10 481395.924 7080997.812 83.176 TOP OF ROAD CORNER AT CULVERT EDGE
11 481395.963 7080998.032 81.708 TOP OF BASE SLAB CORNER
12 481397.414 7080998.894 81.744 TOP OF APRON AT BACK OF WINGWALL
13 481397.708 7080998.417 81.744 TOP OF CORNER OF APRON
14 481399.940 7080990.960 81.744 TOP OF CORNER OF APRON
CL01
1:4
A1 HORZ SCALE 1:10
A1 VERT SCALE 1:10
Callaghan & Toth 36 ROSES ROAD FEDERAL
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MICHAEL JONES CONCRETE JOINT PLAN & DETAILS 1 OF 2
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Page 8
THICKNESS
LEAN MIX
220
SHOULDER
SHOULDER
DEPTH
REFER
PLAN
DEPTH
REFER
150
PLAN
150
THICKNESS
LEAN MIX
220
DEPTH
REFER
PLAN
SLAB
150
Callaghan & Toth 36 ROSES ROAD FEDERAL
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MICHAEL JONES CONCRETE JOINT PLAN & DETAILS 2 OF 2
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Page 9
3.645
3.00
1.5m x 0.9m RCBCs
IL81.706 IL81.633
2%>
0.30
HORIZONTAL CURVE DATA
VERTICAL GEOMETRY GRADE (%) -2%
VERTICAL GEOMETRY LENGTH (m) 7.42
DATUM RL = 79.200
0.120 81.866 81.746
-0.581 82.178 81.597
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 3.645
RCBC
1.5m x 1.4m LINK SLAB
2%> IL81.406 IL81.333
0.30
2%>
2%>
HORIZONTAL CURVE DATA
VERTICAL GEOMETRY GRADE (%) -2%
VERTICAL GEOMETRY LENGTH (m) 7.527
DATUM RL = 79.000
-0.233 81.679 81.446
-0.725 82.022 81.297
DESIGN FEATURES
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
7.527
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:50, V 1:50
SECTION
8.95
3.00 1.882 3.645
2.000 3.61 3.33
1.8m x 0.9m RCBCs
2%> IL81.706 IL81.633 2%>
2%>
0.30
HORIZONTAL CURVE DATA
VERTICAL GEOMETRY GRADE (%) -2%
VERTICAL GEOMETRY LENGTH (m) 7.527
DATUM RL = 79.100
DESIGN FEATURES
-0.069 81.677
7.527 -0.429 82.026
EXISTING SURFACE LEVEL
CUT / FILL DEPTH
CONTROL LINE CHAINAGE
0
A1 SCALE: H 1:50, V 1:50
SECTION
Callaghan & Toth 36 ROSES ROAD FEDERAL
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Page 10
Scale Point 17874
TBM E/PIN
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
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Page 11
phe
vi | ~f
SEDIMENT & EROSION CONTROL CHECK LIST SEDIMENT CONTROL LEGEND:
~ | | MANAGEMENT COMMITMENT AAAAS SEDIMENT FENCE TO DETAIL
N OBJECTIVE / TARGET Comply with all statutory regulations and maintain — _pIrEcTION oF FLow
them during earthworks/construction. cy
| | Comply with the erosion and sediment control plan. $ TWO-THREE SAND BAGS TO FORM A VEE CHECK DAM
MANAGEMENT STRATEGY | Site foreman to identify and check direction of storm water AT 10m CENTRES ALONG NEW TABLE DRAIN
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 TEMPORARY SITE ACCESS TO IECA STD DWG ESC-01
before reaching gullies.
TASKS / ACTIONS Erect sedimentation barriers as shown on the plans —°——~_ SILT CURTAIN TO IECA STD DWG IECA FSC-01_03
before commencing earthworks or drainage improvements.
Place rock weirs in table drains as soon as the drains HHH BUND STAGE 170 DETAIL ON SHEET 015
are cut.
PERFORMANCE INDICATORS | Site foreman to check that sediment fence and rock weirs
are trapping the flows after rain. Ensure no bypass occurs. a | DE-WATERING PUMP WITH HOSE AND
FREQUENCY / DEADLINE Site foreman shall monitor performance and repair damage DE-SILTING BAG, AS REQUIRED
after every storm until grass is established. Sediment shall
be removed before it reaches overflow level
RESPONSIBLE PERSON The Principal Contractors foreman shall be
© y Ne. responsible for inspections.
S SS . a - Lf es iN ‘ REPORTING / REVIEW Site Foreman to advise workers: if they notice any COIR LOG FILTER DAM INSTREAM TO IECA LOG-01
a SSS NG 7 iia barrier requiring repair, report it to foreman. Ra RECESS LOG 4 DIA INTO THE GROUND
SE % CUE A CORRECTIVE ACTIONS Site foreman is to repair any damaged barriers
yay daily. Replacements are to be purchased ined
oy i; aily. Replacements are to be purchased as require
SK
By
2,
Ly)
go iy coe STRAINER WIRE
/ “ - +> [-}— TOP & BOTTOM
Lo wae |______—-FILTER FABRIC FIXED TO FENCE
7 Tena) t AND EMBEDDED INTO
~-4 eM WL 0.5 GROUND MIN. 200mm
~ Ay . 0 24 I) FLow — PROVIDE OVERFLOW WEIR 0.5 WIDE
. PLANS AND DOCUMENTS : K | WHERE BACKUP FLOW IS
‘ . LIKELY TO OVER TOP WEIR
SSO | referred to inthe REFERRAL {
. Queensland 0.3
AGENCY RESPONSE Goverment STAR PICKET
[oS
SARA ref: 2505-45871 SRA am
Date: 1 April 2026 SEDIMENT FENCE DETAIL
SCALE NTS
SEDIMENT FENCE SECTION
. Place on the toe of all fill batters
Amended In red by SARA on where shown or directed by the Engineer.
These fences are not to be used
1 April 2026 for concentrated flows with catchments
greater than 2000 sq. m.
SoS = _
TOPSOIL AND TURF STOCKPILE AREA PLASTIC Ayo SAND
4 SHEET
i eee {/\not approved as part of this
| TEMPORY 450° YE, | :
/ (| RCP GULLY application PLACE ROCKS
DIVERSION PIPE TO STABILISE
FLOW
—_
mm
DE-WATERING BUND DETAIL
‘APPROX. |
STOCKPILE 5 SCALE NTS
LOCATION *
" NOTE:
THIS IS ONLY A CONCEPT EROSION & SEDIMENT
L CONTROL PLAN. CONTRACTOR SHALL PREPARE AND
6 12. 18m SUBMIT AN RPEQ CERTIFIED EROSION & SEDIMENT
berm | CONTROL PLAN TO THE SUPERINTENDENT PRIOR TO
CONCEPT EROSION & SEDIMENT CONTROL PLAN Scale 1.300 @AI START OF WORKS.
Scale 1:100 @A1
CLIENT: SURVEYED BY: SHEET No. IN SET | REVISION.
Callaghan & Toth draulic Enei D [03/26 | CULVERT DESIGN CHANGE MP D ior] 26 ROSES ROAD FEDERAL 15 OF 18 D
til, Environment yeraulic Engineers Cc fv2s |ADDITION OF SIGHT DISTANCE PLAN cr JD ADT CONCEPT EROSION & SEDIMENT CONTROL PLAN
PO BOX 2305 NOOSA HEADS 4567 MICHAEL JONES MURRAY®& a hia FOR APPROVAL cr ” ADT [DRAWING NUMBER
1.16/90 GOODCHAP STREET NOOSAVILLE i ASSOCIATES
Ph: 54749081 www.callaghanandtoth.com.au i Suerons 8 Town Las A {00/25 _|FOR REVIEW ST iM OPERATIONAL WORKS 2319-015
INDEX| DATE _ [REVISIONS DRAWN [CHECKED | APPROVED