Approved plans and specifications

 

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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

 
   
 
 

 

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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)

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| 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