Attachment 5 - Documents referenced in conditions

 

Ai 1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

9375 SW CULVERTS
O DETAIL PLAN 17

 

 

 
 
   

 

 

 

 

 

= | 24 December 2025

 

 

 

 

 

 

 

 

    

 

PROPOSED CONCRETE DRIVEWAY ° LOT 2
i\ | a fo, RP95476
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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
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YA aa oe a pcre a = 5 NEW 3 x
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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