Revised Proposed Plans

 

 

 

 

 

SURVEY CONTROL - SPIKE IN BITUMEN
RL116.61

 

 

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S
SY
=
§
=

 

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s

JOIN PER INTERFACE TO NOOSA COUNCIL
STD DWG RS-056.1 WITH ASPHALT
PRIOR TO CONCRETE. SAWCUT MIN.

200mm INTO EXISTING BITUMEN

 

 

 

 

 

RURAL DRIVEWAY
TO IPWEA RS-056

~

 

 

 

 

CONCRETE JOINTS TO

 

  

 

DETAILS ON SHEET 03

 

 

 

 

SEE SHEET 2151-05 FOR
STORMWATER DETAILS

 

 

 

 

-—jEXISTING BITUMEN SURFACING TO BE
SAWCUT TO ALLOW NEW ASPHALT TO
JOIN SMOOTHLY TO EXISTING SEAL

 

 

 

250 MIN

 

 

 

+

                    

 

 

REMOVE AND REALIGN SECTION i
OF EXISTING FENCE TO a
BOUNDARY, AS REQUIRED :

 

 

 

 

 

SEE SHEET 2151-04 FOR
STORMWATER DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

EASEMENT DRIVEWAY CENTRELINE
VERTICAL INFORMATION LEGEND: EXISTING SERVICES

PT | CHAINAGE | HEIGHT GRADE BOUNDARY

Ss 0.000 116.829 -3.02% 0.5m CONTOUR

IP 5.000 116.678 | -12.50% DI) CONTOUR
CONCRETE

IP 5.800 116.578 | -16.67%

IP 7.300 116.328 | -20,00% acon

" " — EDGE OF BITUMEN

IP 12,000 115,388 -12,50% BUILDING

IP 15,000 115.013 0.00% FENCE

IP 18.000 115.013 6.45% cee
STORMWATER

IP 21,000 115.207 6.45%

 

 

 

 

 

 

LOT 12 DRIVEWAY PER
DETAILS ON SHEET 2151-06

 

   

 

 

 

 

SEE SHEET 2151-05 FOR
STORMWATER DETAILS

 

 

 

   
  
     

 

 

 

 

 

 

 

 

LEGEND _— PROPOSED WORKS

STAGE 1 — OPW COMMON DRIVEWAY PER
DETAILS ON SHEET 2151-02 & 03

STAGE 2 — INTERNAL SEALED DRIVEWAYS
PER DETAILS ON SHEET 2151-06 & 07

GRAVEL SHOULDER PER PAVEMENT DETAILS
ON SHEET 2151-03

CUT/FILL BATTER: MIN. CBR6 MATERIAL
COMPACTED TO 100% STANDARD COMPACTION
IN MAX. 200mm LIFTS. FINISH WITH 75mm
TOPSOIL AND GRASS SEED. TOP 1m ALONG
ROAD TO BE TURFED.

SCOUR PROTECTION: ROCK OVER A34
GEOFABRIC AS SHOWN ON SHEET 2151-05

 

 

 

 

 

 

 

 

 

 

 

( Callaghan & Toth )

\ Civil, Environmental &

\,, Hydraulic Engineers
PO BOX 2305
N NOOSAVILLE 4566
Ih 1.16/90 Goodchap Street
: Phone 54749081
www.callaghanandtoth.com.au

 

designed | MP | datum AHD DERIVED

 

drawn MP

 

 

checked | ADT | Origin (B.M.) PSM 116668

 

approved

 

 

SURVEYED BY

MAX WATTERSON & ASSOCIATES

PHONE: 5442 6121
Na

(ws
project

PROPOSED DEVELOPMENT AT
130 LAKE MACDONALD DR
COOROY

Nn

FF
Client

S. ARNOLD & L. PETERSEN

_

(SN
title

STAGE 1 COMBINED DRIVEWAY

DESIGN FEATURES PLAN

(~~ 44 a7 near

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

—
Z
4

 

 

EXISTING PAVEMENT TO BE CUT
BACK TO PROVIDE CLEAN GRAVEL
FACE FOR NEW PAVEMENT

 

 

TOPSOIL AND GRASS SEED

PAVEMENT JOINING DETAIL

    

 

SCALE: 1:100 (A3)

           

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

vy GUIDE POSTS TO TMR STD DWG 1356 LOTS 11-13 OF THE
g DN600/375 RCP CL4 (OR ADS N12 HDPE) RECONFIGURATION OF LOT 233
RRJ STORMWATER PIPE TO IPWEAQ sTD owG | | ON MCH4301
DS-0030 & RS-056 AND DETAILS ON SHEET!
: 2151-05 Parish of TEWANTIN
Es 600x600 PRECAST FIELD INLET TYPE 1 County of MARCH
/ TO IPWEA-DS-050 WITH DOMED GRATE NOOSA SHIRE COUNCIL
: 7 Locality of COOROY
EASEMENT DRIVEWAY CENTRELINE. SEE STAGE 1 WORKS PROPOSED ACCESS EASEMENT ity
SHEET 2151-03 FOR LONGITUDINAL TERMINATE. AT
SECTION AND SHEET 2151-04 EASEMENT BOUNDARY MS
/ FOR CROSS-SECTIONS AS REQUIRED FOR _———————
OPERATIONAL WORKS SCALE
LOT 13 DRIVEWAY PER 0125 25 5 Weer 7
; DETAILS ON SHEET 2151-06
a FILL/EXCAVATE AS REQUIRED TO ENSURE ESSEMENTIDRIVEWAMSEROUT 1200183) SCA SHOWN IS ORGHAL ORANG SCALE
FREE DRAINAGE TO FIELD INLET PT | NORTHING | EASTING | LEVEL DESC USE_ONLY DIMENSIONS. PROVIDED.
DRIVEWAY CULVERT PLAN 3 1 | X=1062.0449 | Y=2133.6651| 116.830 | EDGEOFBIT || (7 —————TTY
SCALE: 1:250 (A3) z 2 | x=1058.6172 | Y=2126.7951| 117.105 | EDGE OF BIT eh
& 3 | x=1065.3730 | y=2128.6863] 116.503 | EDGE OF BIT |} Pret fewsion detals a
= 12d CONTROL LINES = = A
& 4_|_x=1070.5563 [ Y=2125.8202| 115.470 | EDGE OF BIT || }2+-auyenpep FOR APPROVAL 5
© o 9 o f 5 | x=1075.5152 | ¥=2124.5066[ 114.970 [ EDGE OF BIT || Te] REVISED FOR APPROVAL 11/22
oO = ot
9 9 8 9 9 6 | x=1079.6982 | y=2122.1936] 115.160 | EDGE OF BIT
1.00 2350 2.75 1.00 7 | x=1081.9095 | y=2117.0777] 115.440 | EDGE OF BIT
| | | | 8 | x=1081.6527 | Y=2116.1113] 115.470 | EDGE OF BIT |] “ 4
= - f ‘
wo TBOmm CONCRETE TO DETAL ON SHEET 05 9 | x=1085.0353 | Y=2115.2123| 115.535 | EDGE OF BIT FILES
10 | x=1085.2921 | Y=2116.1788| 115.492 | EDGE OF BIT
—— eS 3% 3% COMPUTER DIRECTORY
AN TYPE 2.5 CBR15 GRAVEL SHOULDER 11 X=1085.4029 | Y=2120.8135} 115.370 | EDGE OF BIT XAJOBS\CT PROJECTS IN PROGRESS\2151 130
TOPSOINANDITURE 12 | x=1088.8510 | Y=2120.3722| 115.500 | EDGE OF BIT |] [LAKE MACDONALD DR\DESICN
13 | x=1093.3529 | y=2122.9455| 115.620 | EDGE OF BIT
CBR6 FILL LOWER SUBBASE 14 | x=1092.1983 | ¥=2125.2495| 115.515 | EDGE OF BIT
COMPACTED IN MAX. 150mm. LIFTS FOR AP PROVAL
15 | x=1087.6964 | Y=2123.6763] 115.395 | EDGE OF BIT
16 | x=1082.4066 | Y=2124.1240] 115.165 | EDGE OF BIT oe oe
17 | x=1076.9669 | Y=2127.1320] 114.970 | EDGE OF BIT rT
rawing number
18 | x=1073.1961 | Y=2130.6454] 115.470 | EDGE OF BIT
STRIP VEGETATION AND 19 | x=1067.3726 | Y=2133.8654] 116.500 | EDGE OF BIT 2 1 5 1 = 02
TYPICAL COMBINED DRIVEWAY SECTION TOPSOIL! MIN: =100mm THICK 20 | x=1065.1545 | Y=2140.1266| 116.520 | EDGE OF BIT c

XK date NOVEMBER 2022 SS)