APPROVED Plans

 

 

STRIP TOPSOIL 100mm MINIMUM THICKNESS AND PLACE Sy
GEO-TEXTILE GRADE 34 BIBUM OR EQUIVALENT 0.5m PAST

EDGE OF DRIVEWAY TO FULL EXTENT OF WORKS. PLACE

ROCK 50-100mm DIAMETER AND 200mm THICKNESS ANO

COMPACT. THEN LAY GRADE 34 GEO-TEXTILE AND BASE

COARSE GRAVEL WITH EXTRA BINDER 100mm THICK AND

COMPACT TO 100% STANDARD DENSITY.

LETT TTT TT = PROPOSED TELLAM 200mm WIDE HEAVY
DUTY TRENCH GRATED DRAIN %

@ oS PROPOSED FINISH LEVLES

REFER * AND TABLE
PROPOSED TELSTRA

EXISTING GRAVEL ROAD
EXISTING OVERHEAD POWER

“EXISTING BUILDING/STRUCTURE
EXISTING EDGE OF BITUMEN
EXISTING PAVERS

EXISTING WALL

— —— —— PROPOSED EASEMENT
~ EXISTING CONCRETE

EXISTING TABLEDRAIN
ww sv —a@ EXISTING 1000 PVC

 

 

 

 

EXISTING TELSTRA PIT IS TO
BE MOVED 500mm AWAY
FROM PROPOSED DRIVEWAY

 

 

 

Og a eg

 

    

STORMWATER PIPE & PIT

USE 200mm WIDE HEAVY DUTY TRENCH GRATE 4m

 

 

LONG TELLAM 15720 CAST INTO APPROXIMATELY
300mm DEEP x 150mm THICK x 4m LONG CHANNEL.
INVERT OF GRATE CHANNEL IS TO MATCH EXISTING
SWALE INVERT AT UPSTREAM WITH 1:200 FALL.

 

 

 

   

   

 

PLACE NEW TELSTRA a y
CONDUIT 400mm OFF é
EXISTING BOUNDARY

 

 

 

 

 

 

 

 

 

 

 

R12.5

 

 

 

REPLACE EXISTING 1000 PVC STORMWATER
PIPE WITH A 150¢ PVC STORMWATER PIPE
ENCASED IN 150mm THICK NO FINES
CONCRETE UNDER NEW DRIVEWAY

 

 

“P cH10.000

Boy

 

  
 
 

 

BREAK UP EXISTING BITUMEN TO
0.5m INSIDE NEW BOUNDARY &
REUSE AS BLINDING LAYER

 

 

 

 

  

 
 
 

SHED TO BE
REMOVED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE. EXISTING STORMWATER IS ONLY | >
APPROXIMATE. LOCATION Callaghan & Toth
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
* NOTE: EDGE OF ACCESS IS TO 6/41 Sunshine Beach Road
BE GENERALLY 100mm TO 150mm Phone 54749081, Fax 54749041
ABOVE NATURAL SURFACE AND FREE www.callaghanandtoth.com.au
DRAINING TO EXISTING DRAIN designed [ADT] datum AND DERNED
drawn MM PSM *
checked [AH | Origin (B.M.) Ri *
DRIVEWAY SETOUT TABLE oppraved
SURVEYED. BY
POINT] EASTING _[NORTHING| LEVEL. MAX WATTERSON & ASSOCIATES
1 {=1052.4842[141.15247 0.797] | prone 54.426 121
2 |=1029.5773/133.7213] 0.862) \ J
3_[=1031.5567|125.9912 | 0.887 | —<$<$<—<$<$<$< $ —_——$————————
4 | -1058.8770/114.3929] 0.912] | project
5_|+1040.2020] 108.5237] 1.032
6_[=1057.5331[103.1312| 1.051] | ACCESS DRIVEWAY TO 1,3 & 5
7_[=1031.4675] 97.2450 | 1.126
8 | -1034.2530] 94.3751/ 1.126 NOOSA RIVER DRIVE, NOOSA
9 [=1040.3184 | 100.2602] 1.051] | NORTH SHORE
10_|=1042,3152| 102.7412 1.044 J
11 [=1043.6488 105.6329 1.037] \
12_|~1046.0765 | 104.8570] 0.960 | ~——— =
13 [=1048.6136| 106.4578] 0.975] | Client
14 |-1042.2603 [116.5274] 0.912
15_|~1034.6743 128.5504 | 0.887 GLENNON
16_|=1054.2927| 133.6837 | 0.861 JOHN & JULIE
17_{-1032.1859 [135.2515] 0.805
title
DRIVEWAY DETAIL PLAN

 

 
   
   
 
  

  

LOT 1 & 3 on CP807560
LOT 2 on RP46057

Parish of LAGUNA
County of MARCH
SUNSHINE COAST COUNCIL
Locality of NOOSA NORTH SHORE!

 
 

(iia

SCALE

 

01.25 2.5 3.75 5.0 6.25 Meters 12.5

scale
1:250(A3)

SCALE SHOWN IS ORIGINAL DRAWING SCALE
00 NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED

 

 

 

 

 

 

 

 

 

 

 

 

a ( REVISIONS.
2 F details
J
ny
Sy j
Sy \
LoT 2 = | a
fl HOUSE 10 y & | ples
} REMOVED >) COMPUTER DIRECTORY
PLACE NEW TELSTRA J = is
ALEXANDER DAVID TOTH CONDUIT 2S0nmn OF s Nl hearore
REGISTERED PROFESSIONAL PROPOSED BOUNDARY / | |
/ FOR APPROVAL
j 5 vo
jf ~ y ff Sheet 2 of 3 sheets
if yr drawing number
y &
is i§ LOT 1 if 1213-02
& { y
y ffs
/ —P fs \ dote 19th MARCH 2012 Sf