08/0529 - Response to Information Request - Engineer's Drawing [As Published] · 142008.529

Page 2

 

 

6e90o

CONSULTING ENGINEERS ;
STRUCTURAL - CIVAL- GEOTECHNICAL 21 April 2008

SCG Ref: 17268(L1)

Att: Stephen Kidd
Kidd & Co Designers
PO Box 262

Noosa Heads Q 4567

Dear Stephen

Re: Proposed 2 residences for L & M Powell — Little Cove Rd, Noosa Heads

We refer to Sunshine Coast Regional Councils recent faxed Information Request dated
Tuesday 15 Apri! 2008.

We enclose herein copies of our Operational Works Plans OW1, OW2 and OW3 for your
assistance in response to Council.

In short, the drawings provide information on the proposed driveway and its construction, in
particular the transition with Little Cove Road. They also demonstrate that turning and
exiting movements from each of the proposed residences will be in a forward motion in
both instances.

Drawing OW2 enclosed, provides detail on the proposed Stormwater Drainage measures
for both residences.

We have noted on drawing OW1 enclosed, the proposed access/driveway easement. We
recommend that the exact location and extent of the easement be shown on your
documentation.

Should you have any queries on this or the enclosed documentation please do not hesitate
to contact the undersigned.

Yours sinterefy

SEAN'SHARP-RICHARDSON
For and on behalf of
SCG CONSULTING ENGINEERS

Encs

PR CUALT

SL Pale

@ [email protected]

po box 1661 noosa heads 4.4567
18 duke st sunshine beach q.4567

STRUCTURAL + CIVIL «© GEOTECHNICAL

a enue Lo eee Ea

Page 3

 

 

DRAWING SIZE - Al

 

REFER 17268-0W2 FOR PROPOSED
STORMWATER ORAINAGE ARRANGMENT

 

     

 

 

\ CUT EXISTING

BITUMEN AND PROVIDE
SMOOTH TRANSITION
WITH DRIVEWAY.

20-40mm AGGREGATE
HARD STAND OVERLAY
FOR DEUVERY'S DURING
CONSTRUCTION.
COMPACTED FILL UNDER
TO 98% STANDARD

       

 

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

 

».
&
x ie Lp
2 ° BR WAL Lr
5 Phuaia tn Birr
a —— .
. K Hf — S/S
& ——-
& _J/

RO}
—

 

 

 

 

|
|
|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lor —— 7)
AREA : 800.81m? /
PROPOSED NEW
RESIDENCE 2

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

8
SEWER é
MANHOLE 3 / = ‘
” =
Om K : 3
35.48 IL ~f 8
TS dhe
ao ws
ee [8
BL — & DO NOT SCALE FROM THIS ORAWNG
= arcdtversrs
d Pinion
‘aoe [ee car om
malas
[seve FOR APPROVAL
SHADED AREA INDICATES ZONE SOG semana = ahi - paraceet! S
LEGEND OF INFLUENCE OVER EXISTING Os thats eck
_- COUNCIL SEWER LINE .
ceon 7” NBCAIES BTN SAE ~ wsony saay Sosa, Fan (@7) 6447 2634
at 32.82 IL Tite:
a8Le SILT RETENTION FENCE TO DETAR SEWER OPERATIONAL WORKS
SITE_PLAN 6 MANHOLE
INDICATES COMPACTED FIL TO -
fo] 98% RELATIVE DENSITY (scale 1:100) Project
POWELL RESIDENCE
Little Cove Rd, Noosa Heads
Date: oes 2007 | Scale: 4.199 | Orawn:
Dra No. 17268-OWl [ee

 

 

Page 4

 

 

DRAWING SIZE - Al

MANAGEMENT PLAN

- Ensure the inflow into the pit is protected with

an approved leaf and sill guard,

~ The pit MUST be wropped in geofabric cloth es

specified,

— The pit should be bockflushed on a regulor basis

{3 months) to remove any sits or simiior

materials.

= The pit should only be used for the disposal of

stormwater.

Settlement 90mm Surface

Concrete
encased

 

ROOF DRAINAGE

ALL ROOF DRAINAGE TO DRAIN TO
PROPOSED WATER TANKS. FINAL
BOWNPIPE LOCATIONS TO FUTURE
OETAIL.

 

 

 

 

 

Grid of Slotted
Agg pipes 150 min

   

Allowance. Topsoil Bund J vesion grote
on ||

ee

  

As per plan

 

clearance to base.

As per plan

Slotted horizontal
agg laterals
pipes equally spaced.

 

 

 

 

;-——>
LI
As per plon

 

 

 

(AN TYPICAL SECTION ~ A- A

 

Pipe Grid at Base

LEGEND.
77 INDICATES EXISTING SURFACE
ee CONTOUR AND LEVEL TO AHD.

fu. WDGATES DRECTON OF FALL

TO FRISHED DRAINS,

GPL 45054 GRATED FIELD BNLETS,
EE] ore-tast conceere

20mm clean

aggregate encased
in geofobric,

2
STORMWATER SOAKER PIT DETAIL: - 3 IF

40

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\

 

 

-—

 

 

 

 

       

 

 

 

   

 

HLL
—T

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

LoT1
AREA : 600.81m?
PROPOSED NEW
RESIDENCE

 

 

 

 

 

™ & Os #
A
z
3
LOT2 =
AREA: 716.67m" id
PROPOSED NEW Ww
RESIDENCE &
a
— =
ut
xz
ol 5
a ——
aed ~
~ &
44

g

WATER [ |

TANK oo ?

 

 

 

 

1 I

 

 

 

 

 

 

 

 

 

 

 

 

fo ee ~J

 

 

 

 

 

No.) 4.0x1.0x1.0m(D)
STORMWATER SOAKAGE
PITS TO DETAIL.

 

2/908 PY \ Ze
TANK OVERFLOW ae
y=

 

 

 

 

 

 

     

2/900 PVC BB

\_SAW CUT EXISTING

—
CONCRETE
A——— 10 FUTURE DETAIL.

BITUMEN AND PROVIDE
SMOOTH TRANSITION
WITH ORIVEWAY.

a ee

DRIVEWAY

 

DO NOT SCALE FROM THIS DRAWING

‘he tp et eta och dnd a aia rage re
ad oy a BA aad praca we! win pin

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ning Eire,
CONSTRUCTION
ae CONSULTING, ENGINEERS,
SCORE ss “fea @

 

18 OUKE STREET SUNSHINE BEACH GLD.4567
Ph (07) 5447 5544 Fax (07) 5447 2634

Tite:
DRIVEWAY WORKS & DRAINAGE

 

 

Project
POWELL RESIDENCE
Little Cove Rd, Noosa Heads

 

Date: o4 2007 | Seale: 1.499 | Drawn:

 

 

 

BN. 17268—OW2 [=~

 

 

Page 5

y

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ide A en EE pail iii
ia ri tt Hi

2m

 

wefod

ee Ha
Hy i Va

 

ian il lr i

NOLLONYLSNODonssi

ee nt

SONZASIY TAKOd

a i i i

spbay DSOON ‘Py x09 any
SHLV1dNGL ONINSAL AVASAIYC

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

lv - 3218 ONMVHO