Attachment 1.pdf

Page 2

PROPOSED TOWNHOUSE DEVELOPMENT
LOT 1 & 2 ON RP 73072,
25-27 TOOLAR STREET, TEWANTIN.




                                                   Issue:




                                                                            Unit 1/11 Project Ave,
                                                                            Noosa Heads
                                                                            Ph (07) 5455 5604




                                                   DEBUILD T/A
                                                                            email:[email protected]
                                                                            web:www.scg-engineers.com
                                                                            ABN 40 098 481 899




                                                       Title:




                                                      Project




                                                      Date:       Drawn                Design

                                                       Checked:   Drg No.                        Rev.




                                 Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — Al

PROPOSED TOWNHOUSE DEVELOPMENT
LOT 1 & 2 ON RP 73072,
25-27 TOOLAR STREET, TEWANTIN.

LOCALITY PLAN

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

HEIGHT DATUM

Lot 1 & 2 on RP 73072
Level Datum AHD
Level Origin PM 18416, RL 9.967m

Survey information provided by Max
Watterson & Associates

 

 

SHEET LIST
51050-CS
51050-C1.1
050-C2.1
0350-C3..1
0350-C3..2
050-C4.1

|
|
|
|
|
10350-C5.1

5
5
5
5
5

COVER SHEET

EXISTING SURVEY & SERVICES
EARTHWORKS

DRIVEWAY & ACCESS
DRIVEWAY SECTION

VEHICLE MANEUVERING

CONCEPT STORMWATER MANAGEMENT

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

 

 

Revision | Description Date

 

 

 

FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and a associa' ated deta contained on this and associated
drawings are copyright ond are not to be used or reproduce ced without
the witten ‘sermon of af SCG Cons sulting Engineers.

 

Unit 1/11 Project Ave.
C Noosa Heads’
pn (07) 5455 p604

 

 

mal ‘admi ren
CONSULTING n@s a wine
Title:

COVER SHEET

 

 

29-27 TOOLAR St,
TEWANTIN
Date: Nov 21 Drawn SR Design SR

 

 

1:[email protected]: Drg No. Rev.
| Storm | |S1050-CS | .

 

 

 

 

Page 3

 

 

DRAWING SIZE — Al

 

HEIGHT DATUM
Lot 1 & 2 on RP 73072

Level Origin PM 18416, RL 9.967m

Survey information provided by Max
Watterson & Associates

 

 

 

LEGEND

_--777~ INDICATES EXISTING SURFACE CONTOURS
907 AND LEVELS TO AHD.

4\89 EXISTING SURFACE SPOT LEVELS.

—— E —— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

—_— w———_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

| ——__ INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

— sw/ex ————_ INDICATES STORMWATER DRAIN EXISTING
AS NOTED

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

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Level Datum AHD oe

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SITE PLAN — EXISTING SURVEY AND SERVICES PLAN

 

 

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RP114684

mt: 150 @ A
1:300 @ A3

KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
kK&c EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL

 

 

 

 

 

FH. FIRE. HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL POWER POLE

KERB EXISTING KERBING

WM. WATER METER
Revision Description Date
Issue:

FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

_ Unit 1/11 Project Ave,

P Noosa Heads
Ph (07) 5455 5604

email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 899

DEBUILD T/A,

 

Title:

EXISTING SURVEY PLAN

 

 

 

 

 

29-27 TOOLAR St,
TEWANTIN
Date: Nov 21 Drawn SR Design SR

 

 

Srchordsn |! [OOSO-C1.1 |

 

 

Page 4

 

 

DRAWING SIZE — Al

 

Level Datum AHD

 

Watterson & Associates

HEIGHT DATUM
Lot 1 & 2 on RP 73072

Level Origin PM 18416,

Survey information provided by Max

RL 9.967m

 

 

43077

_it 4

418.0

RAMP. <x.

/D

 

S/EX

 

— sw/ex

eee RW

SS

=

RETAINING TO SIDE OF BUILDINGS TO
MAINTAIN EXISTING SURFACE LEVELS
DOWN BOTH SIDE BOUNDARIES FOR

| OVERLAND FLOWS

 

 

 

 

 

 

o.
2s. &.
f+ G Ce “ey a “,
+ L
Y +
3 8 &, (0142) “9,
t+, “se on & 0.142 Se
Sy & -
x ay ce, [7
Li]
&
O.
S % |
t+to
Pey
MINOR RESHAPING TO EX. GROUND
LEVELS IN ROAD RESERVE FOR NEW
DRIVEWAY. ENSURE MIN. COVER TO
SERVICES ARE MAINTAINED AND
RE-TURF. L.| Lo
°
eH La
Lo NX
+T

1:3 MAX
BATTER, TYPICAL.

LEGEND

INDICATES EXISTING SURFACE CONTOURS
AND LEVELS TO AHD.

INDICATES FINISHED SURFACE GRADE

EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

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LANDSCAPED ot
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re RETAINING 10 SIDE OF BUILDINGS TO
| gas MAINTAIN EXISTING SURFACE LEVELS
> DOWN BOTH SIDE BOUNDARIES FOR
|

INDICATES POSITION OF RETAINING WALL
TO FUTURE DETAIL.

INDICATES AREA OF FILL

INDICATES AREA OF CUT

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

REFER Drg 31031-C3.1
FOR DRIVE WAY DETAILS.

 
  

 

  

 

 

 

 

 

OVERLAND FLOWS

SITE PLAN — EARTHWORKS

Scale 1: 150

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

NOTE:

CUT/FILL LEVELS SHOWN REPRESENT THE PAD LEVEL TO
THE UNDERSIDE OF THE GROUND BEARING SLABS AND
PAVEMENTS AND INCLUDES THE CRUSHER DUST OR ROAD
BASE LAYERS TO BE PROVIDED UNDER THE SLABS.
ADDITIONAL LANDSCAPING FILL NOT INCLUDED.

SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

 

 

 

 

THE BUILDER/CONTRACTOR

SHALL CONFIRM ALL

RELEVANT LEVELS PRIOR TO

COMMENCING WORKS.
LZ

KEY

EX. SWPT EXISTING STORMWATER PIT
RC. HW.

EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT

TP TELSTRA/NBN PIT

EP. ELECTRICAL POWER POLE
ET. ELECTRICAL TRANSFORMER
W.M. WATER METER

KERB EXISTING KERBING

BUILDER TO MAINTAIN STABILITY OF NEIGHBORING
PROPERTIES DURING EARTHWORKS. POST & PLANK
WALLS CAN BE USED IF EXCAVATIONS CLOSELY

FOLLOWED BY PLANK INSTALLATION OR ALTERNATIVE

SITE RETENTION MEASURES WILL BE REQUIRED.

GROUND / ZZ

THIS FOOTING WITHOUT
y—— PIERS IS FOUNDED ABOVE
CRITICAL DEPTH LINE AND
IS UNSTABLE.

 

 

 

 

THIS FOOTING IS FOUNDED
BELOW CRITICAL LINE AND
IS STABLE.

PIERS SUPPORTING STRIP FOOTINGS OR \\
POST PAD FOOTINGS FOUNDED INTO
SELECTED MATERIAL AND BELOW
CRITICAL LINE ARE CONSIDERED STABLE.

STABLE

\G
Oy
Wey,

PAD LEVEL

 

UNSTABLE

aa)
NS

N

 

NOTE:

 

THIS DETAIL ALSO APPLIES TO EXISTING
FOUNDATIONS ON NEIGHBOURING PROPERTIES.
SHEET PILING MUST BE INSTALLED WHERE

EXISTING FOOTINGS WILL BE FOUNDED ABOVE
ANY EXCAVATION CRITICAL DEPTH LINE

 

 

 

 

 

 

T

| THE BUILDER/CONTRACTOR
| MUST CONFIRM ALL

| RELEVANT LEVELS PRIOR TO
COMMENCING WORKS.
|

|

|

LINE OF PROPOSED
Le POOL EXCAVATION
OR OTHER TRENCH.

XN
of.
sown
HORIZONTAL Nye

(—\ CRITICAL DEPTH LINE - EXCAVATION

 

(7 PPRICAL SECTION

0

2 4 6 8

REINFORCED CONCRETE HEADWALL

10

rm :150 @ AI

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

FILLING NOTES

—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.

—THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%. THE COMPACTION IS TO BE SUFFICIENT TO
ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm WITH AN
APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF
1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.

—UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
OF 100kPa SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO WORKS PROCEEDING.

THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND
TO A CLAYEY SAND IN ACCORDANCE WITH AS1726) BE FREE
OF ANY ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF
LESS THAN 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR
SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS
REMOVAL TO ENSURE ITS COMPATIBILITY.

—THE FILL IS TO BE PLACED AND COMPACTED IN
ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%. COPIES
OF COMPACTION TEST RESULTS SHALL BE PRESENTED TO SCG
CONSULTING ENGINEERS FOR APPROVAL.

FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.

—AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.

—ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%.

~SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
ISTALLED PRIOR TO CONSTRUCTION COMMENCING.

 

A EARTHWORKS AMMENDED 25.11.21

 

Revision | Description Date

 

 

 

Issi

* FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
‘ABN 40 098 481 699

O see

DEBUILD T/A,

 

CONSULTING
Title:

EARTHWORKS PLAN

 

 

 

 

29-27 TOOLAR St,
TEWANTIN
Date: Nov 21 Drawn SR Design SR
1500 6 5 || SER, i 31030-C2.1| A

 

 

 

 

 

Page 5

 

 

DRAWING SIZE — Al

 

 

 

 

KE CONSTRUCTION NOTES
— GENERAL:
EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.
RC. HW. — REINFORCED CONCRETE HEADWALL 2. ALL DIMENSIONS IN MILLIMETRES
HEIGHT DATUM EX. SMH — EXISTING SEWER MANHOLE 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
Lot 1 & 2 on RP 73072 E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.
Level Datum AHD K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
eve alum SSS = FS NS.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED 10 THE
Level Origin PM 18416, RL 9.967m FH FIRE HYDRANT ENGINEER IMMEDIATELY.
| TP TELSTRA/NBN PIT 5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
Survey information provided by Max EP. ELECTRICAL POWER POLE SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
Watterson & Associates ET. ELECTRICAL TRANSFORMER ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
| WN. WATER METER THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. MINIMUM CONCRETE THICKNESSES:

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

  
 
      
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

S. | 6 PAVEMENT (VEHICLES): 125mm U.N.O.
} o eo
4 oe, <a, &, “ FOOTPATHS: 125mm _U.N.O.
4 .
%o, <.% f+ &, 3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
+ Zot, S, %. &, 49, o. &. AND MINIMUM STRENGTHS AS FOLLOWS:
ty 5 % eo, %, ©, “x, 4 PAVEMENT (VEHICLES): 32 MPa
4 Coy >| o o os, at. FOOTPATHS: 25 MPa
by &S, & ; z ~ Viz, &, 4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
OOOoo &. & &% 5, REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
Lf ff f/f LULL, &, SLAB DEPTH.
%, — 1 6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
+ 60 %) 7. EXPANSION JOINTS AS NOTED (T.J./K.D.J) ON PLANS TO
L FFL 13.75 & Zp. £ BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT
“a : & x x ALONG JOINT. REFER DETAIL.
&. , __. FFL 14400 < 8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT,
in wv . 9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
PROVIDE SMOOTH JOINT TO NEW “4 “o f 113730 | 5 S290 B INSIDE EDGE OF CURVE
PAVEMENT (NO TRIP HAZZARD). 8, 4 O. 7] gS 9 iN Q. - oh, . 10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED
MAX 1 in 40 CROSS FALL IN % Sy & ns be a “24 —t_—__] “> AS REQUIRED PRIOR TO WORK COMMENCING
(a)
DRIVEWAY WHERE FOOTPATH f+ 0, RESIDEI TAL ‘ {15.660 Sy yt
TRAVERSES, REFER COUNCIL & & S | %
STANDARD DRG. RS-065 DEVEL ORMENT g* o S [ /| Qs,
7 iS 14.230 /, Sle to
| 13.730 ° “5, —— L- | |_ a ee
. pa Ss
x ave) 413.730 * e| AY O5% a
DRIVEWAY CROSSOVER GENERALLY IN a / 5 s L
ACCORDANCE WITH IPWEA STD DRG RS-051 : &, : i |
AND COUNCIL REQUIREMENTS, LEVELS AS FFL 13.75 % @ Eee > L
oy ; t_| ec.
NOTED Z an cm | — FE
Anno ) 2 Ke <0] 8
Ll Veg C SV 14.550 FFL 14.600 os
“SX CREST Lo
fo <¢ rae %
a tetee 5 Le. 2%, s &
a Zl : :
%. 3 | opivews — _ | | B |) Bho, oO SIDENTIAk on Oe
“te| CAN ee || S| fe PL NEMTUNE _- 114.000 fnorrerono |g |_| norco qo “DEVELOPMENT” ce, a, Ss
= SS = ~~~ — 46 — >
EXISTING CROSSOVER 10 BE REMOVED, E Sp, AE x ra wy < %
REINSTATE TYPE Bl KERB & CHANNEL 3 5 = 4 Ld
; + 0:
IN ACCORDANCE, WTH COUNCIL 4y is, °6 FFL 15.000 <. 6
STANDARD DRAWING RS-080, MAINTAIN ¥y ®.
EXISTING SURFACE GRADES. J / > ATLL \ 14860 <. 4+ “
LEGEND . 4 \ 7.65m | meas
|
Loc] \
__---7 INDICATES PROPOSED SURFACE FFL 14.68 - or
43.07 CONTOURS AND LEVELS TO AHD. “o4 ( A
Lob Lo \
5.0% MINOR RESHAPING TO EX. GROUND “z \ 14.880 Q., a
__5.0% _» INDICATES FINISHED SURFACE GRADE LEVELS IN ROAD RESERVE FOR NEW | | | 3 a Sy ale | 5 I r 5
DRIVEWAY. ENSURE MIN. COVER TO J\a ey + O
9 + KS)
4'8: EXISTING SURFACE SPOT LEVELS. SERVICES ARE MAINTAINED. AND . a = 2 ro oan s &,
RE-TURF. \ QJ ode. 2
x INDICATES PROPOSED FINISHED %, ots RESIDENTIAL : +o. ; S MS | BF
SURFACE LEVELS % "et | PEVELO, ENT ge Ns | .
f %, fe 12 Bin ig 1 1
RAMP. INDICATES DIRECTION OF RAMP UP OR oS, “sz, SN \S =
SSS DOWN AS INDICATED Le = ao vy 8 FFL 15.200 by.
NI + l
FIELD INLETS OR JUNCTION BOX PRE-CAST “;, 4, ° ~- X 15.230 [| - , Z 4
Dx] EE] _ CONCRETE CAST-INTO PAVEMENT. REFER SW1.1 4+ |/S. & , Sy \ 4 ¥ “
FOR FURTHER DETAILS. fl, + FFL 14.68 \ +
Te \ Sy YS
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT, UOOUOU Wee Jo
(OTT s—seREFER SW1.1 FOR FURTHER DETAILS
e
(T.) DENOTES WET TOOLED JOINT TO TERRACE 5 L 5 6 <“e Ss 6 » leo &
—-— Ae g ; <. ; y. . L DB. +
SLAB, REFER TO DETAILS Pa y &, on Oy, es 4, ee On BY, |%- +%
+ + = =a
KD. Je, Li) © <. 3 &
(KO) DENOTES DANLEY JOINT TO DETAIL “E& 3 x _ Gn “, % ; “y “oO Fob +e
a Bb Lx
O, = + }
TERRACE SLAB. REFER TO STRUCTURAL 44; BY “+ oy
DETAILS FOR THICKNESS AND so
REINFORCING. | 2 di |
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS FOR THICKNESS AND | |
REINFORCING.
ee INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
A DETAIL ADDED 25.11.21
INDICATES EXISTING SEWER LINE SITE PLAN — DRIVEWAY & ACCESS: Revision Description Date
, Issue:
—___ yw INDICATES WATER MAIN APPROX FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT ALL SERVICES SHOWN ON THIS PLAN INDICATIVE CONTRACTOR TO TOPSOIL AND TURF ANY NEW KERB & CHANNEL TO BE IN ACCORDANCE
LOCATION PRIOR TO WORKS ONLY CONTRACTOR TO LOCATE ALL SERVICES DISTURBED OR DAMAGED AREAS OF THE ROAD | | WITH NOOSA SHIRE COUNCIL STANDARD Dra.
PRIOR TO COMMENCING WORKS ON SITE. ALL RESERVE ADJACENT THE CONSTRUCTION SITE RS-080 & COUNCIL STANDARD DETAILS DO NOT SCALE FROM THIS DRAWING
t INDICATES TELSTRA LINE APPROX SERVICES ARE TO BE PROTECTED IN The des and ossoted detls conned on ths ond ssid
ALIGNMENT, BUILDER TO CONFIRM EXACT ACCORDANCE WITH THE AUTHORITY the written permission of SCG Consulting Engi
LOCATION PRIOR 10 WORKS RESPONSIBLE FOR THE SERVICE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL }e written permission of SC Consulting Engineers.
FOOT-PATHS AND INTERNAL PEDESTRIAN ; ;
—sw/ex—————_ INDICATES STORMWATER DRAIN EXISTING PATHS AND RAMPS PS Noosa Heads’
AS NOTED ALL LINE MARKING TO BE IN ACCORDANCE < Ph (07) 5455 5604
WITH THE QUEENSLAND MANUAL OF UNIFORM 5 Se amaadmin@scg-enginees com
=— WHEEL STOPS AS PER CLIENTS TRAFFIC CONTROL DEVICES & A.S 2890.1 CONTRACTOR TO REPAIR/REINSTATE ANY z fewaomniin
(WS) REQUIREMENTS FIXED AS PER PARKING FACILITIES PART 1: OFF-STREET CAR DAMAGED AREAS OF EXISTING FOOTPATHS, e
MANUFACTURER'S DETAILS PARKING KERB & CHANNELS TO COUNCIL STANDARDS Title:

 

 

 

DRIVEWAY & ACCESS PLAN

 

www.dialbeforeyoudig.com.au

 

 

Project

DIAL1100 25-27 TOOLAR St,

BEFORE YOU DIG TEWANTIN

 

 

 

 

 

 

 

Date: Nov 21 Drawn SR Design SR
0 2 4 6 8 10 Checked: Drg No. Rev
PU tm: 200 © AI 5
raoco@ as | See, 1 |31030-C3.1| A

 

 

 

 

 

Page 6

                  Issue:




                                           Unit 1/11 Project Ave,
                                           Noosa Heads
                                           Ph (07) 5455 5604




                  DEBUILD T/A
                                           email:[email protected]
                                           web:www.scg-engineers.com
                                           ABN 40 098 481 899




                      Title:




                     Project




                     Date:       Drawn                Design

                      Checked:   Drg No.                        Rev.




Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — Al

B99 CLEARENCE PROFILE

RP BOUNDARY

Elevation

 

 

 

 

 

 

 

 

 

 

 

 

 

g § gs €£ § §
Design Line Segment Lengths 3 16 : 2.00 : 13 : i547 : os :
Design Line Grade & Level . 2 : S : = . = : z :
EXISTING S.L. - 2 5 Z Z z
CHAINAGE — : g : S S
CUT/FILL - 5 S g g :
DRIVEWAY PROFILE

 

DRIVEWAY LONG SECTION A-A

Scale 1: 100

 

 

Revision Description Date

 

 

 

Issue:

FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 899

_- Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604

DEBUILD T/A,

 

Title:

DRIVEWAY SECTION

 

Project

25-27 TOOLAR St,
TEWANTIN

 

Date: N Drawn Design

ov 21 SR

 

SR

 

 

 

Checked: Drg No.
Sune—f__2—® "n1:200 @ aL = ot

12400 @ AS TT Reha 51030-C3.2 .

S Richardson

 

 

 

Page 7

 

 

DRAWING SIZE — Al

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

HEIGHT DATUM soocongen
Lot 1 & 2 on RP 73072 =
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Scale 1: 400 Scale 1: 400
www.dialbeforeyoudig.com.au Project
29-27 TOOLAR St,
DIAL1100 TEWANTIN
BEFORE YOU DIG Date: Nov 21 Drawn SR Design SR
0 3 4 6 8 10 . Checked: Drg No. Re
500 3 | Sa 4 31030-C4.1

 

 

 

 

 

Page 8

 

DRAWING SIZE — Al

 

 

HEIGHT DATUM

Lot 1 & 2 on RP 73072
Level Datum AHD
Level Origin PM 18416, RL 9.967m

Survey information provided by Max
Watterson & Associates

 

 

RAINFALL

SITE AREA UNDER 2500m?
ALTERNATIVE MEASURES FOR

WSUD IMPLEMENTED

WATER TANKS

-FOR RE-USE & DETENTION

i>

ROOF RUNOFF

WATER TANKS

 

 

 

 

 

 

Y 2

 

DRIVEWAY

GPT

GPT— GROSS POLLUTANT TRAP
—CAPTURES GROSS POLLUTANTS OJ

+

 

OPERATIONAL WORKS APPLICATION

 

SCHEMATIC PROPOSAL ONLY DETAILED DESIGN ISSUED AT

 

 

2/125x75x4.0 RHS (GALV.)

LAID AT 1 in 100 MIN. INSTALL TO
NEW KERB ADAPTORS AND MAKE
FOOTPATH GOOD. TYPICAL.

g
: g
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4 %

FALL LANDSCAPED AREAS TO FORMED
FLOW PATHS. DIVERT FLOWS TO
RICHARDS STREET FRONTAGE. 1: 150
MIN FALL. TYPICAL.

 

 

 

 

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RUNOFF TO COUNCIL

INFRASTRUCTURE

WATER CYCLE DIAGRAMATIC

 

FOR THE SERVICE

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE

 

 

ALL PIPES TO BE LAID AT 1 IN 100 MIN.
UNLESS NOTED

 

LEGEND
__---7 INDICATES PROPOSED SURFACE
4807 CONTOURS AND LEVELS TO AHD.
5.0% > INDICATES FINISHED SURFACE GRADE

4\89 EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP OR

RAMP.
— DOWN AS INDICATED
FALL. INDICATES DIRECTION OF FALL

TO FINISHED SPOON DRAINS.

STORMWATER JUNCTION BOX, PRE-CAST

J" CONCRETE. AND SEALED LID

=e GRATED FIELD INLETS, WITHIN PATH AND
= TERRACE AREAS

GD-200 200(W) GRATED DRAIN WITH HEAVY
(ee) SOC(éUTY ‘GRATE.

INDICATES STORMWATER DRAIN PROPOSED

 

 

Sw
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
R-swW INDICATES ROOF STORMWATER DRAINAGE

LINE TO HYDRAULIC DESIGNERS DETAILS.

DP INDICATES DOWNPIPES FROM ROOF. REFER
HYDRAULIC CONSULTANT FOR DETAILS

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E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL

N.S.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING

WM. WATER METER

DOWNPIPES (DP) SHOWN

Pee DIAGRAMATIC TO DEMONSTRATE
y STORMWATER MANAGEMENT.

NUMBER AND LOCATION TO BE
DETERMINED BY HYDRAULICS
CONSULTANT & ARCHITECT.

PROPOSED LOCATION FOR

 

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LAID AT 1 in 100 MIN. INSTALL TO
NEW KERB ADAPTORS AND MAKE
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SITE PLAN — CONCEPT STORMWATER MANAGEMENT PLAN

HEAVY DUTY TRAFFICABLE
SEALED ACCESS HATCH

 

TRAFFICABLE CONCRETE
DETENTION TANK FOR ROOF
DRIVE WAY STORM WATER
ONLY, MIN CAPACITY 28000 It
DRIVE WAY SLAB

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Scale 1: 150
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——
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i= {i =
ROOF STORM WATER
INFLOW 7000 Lt MIN.
STORAGE TANK

 

 

 

 

 

 

RE-USE PUMPING AND

RETICULATION BY OTHERS

STORAGE TANK DETAIL

 

 

 

225 DIAM TANK OVERFLOW PIPE

=> 3

    

WATER DETENTION TANK

DETENTION ZONE
21,000 It

225 DAM —

 

 

  

 

 

 
  
 

LOW FLOW ORIFICE, 5mm

135mm ORIFICE HOLE.

DETENTION TANK DETAIL

DETENTION /RE-USE
IN-GROUND STORMWATER

TANK(S)

SITE STORMWATER MANAGEMENT

EXISTING SITE
- SITE AREA = 2020m’?
-  IMPERVIOUS AREA = 510m?

PROPOSED SITE
—  IMPERVIOUS AREA = 1320m?

SITE_RUNOFF

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER
IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL
NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH
LINE DIAGRAM.

HYDRAULICS
1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS39500.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING
OF WORK.
5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
THE MINE REGULATION ACT.
6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
WITH AS. 4058.
8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:

8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.

8.2. uPVC 1008 OR GREATER = CLASS ‘SN8’.

8.3. "STORMPRO’ PIPES = CLASS ’SN8’.
9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:

9.1. RCP 600¢ OR LESS = RUBBER RING JOINT.

9.2. RCP 600@ OR GREATER = FLUSH JOINT.
10. ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS TO
CLASS *SH’ U.N.O.
11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
WITH AS1657 AND AS DESCRIBED BELOW:

11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.

11.2. MANHOLES 0.85m—3.0m DEEP = STEP IRONS.

11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE:

13.1. 63mm DIAM. OR LESS —- HIGH DENSITY TYPE 50

CLASS 12 POLYETHYLENE

14. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO
BE TYPE B COPPER.
15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
16. FIRE HYDRANTS ARE TO BE INSTALLED IN ACCORDANCE WITH
AS2419.1. HOSE REELS ARE TO BE INSTALLED IN ACCORDANCE WITH
AS2441. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS
SITUATED IN VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED
WITH EITHER BRASS OR CAST-IRON COVERS.
17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
18. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
19. THE TERM ’SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
DIAMETER UNLESS NOTED OTHERWISE.

— FROM QUDUM USING RATIONAL METHOD:

SITE_RUNOFF

 

EXISTING PROPOSED

INCREASE

 

Qto 92.7It/s 103It/s
Qn | Milt/s 122It/s
Qin | _158it/s 170It/s

 

 

 

10it/s
12It/s
12It/s

 

 

 

NON-WORSENING
— ON-SITE DETENTION TANK WITH SLOW
PIPES TO BE PROVIDED.

STORMWATER QUALITY
- THE SITE AREA IS BELOW 2500m?
—  STORMATER HARVESTING TREATMENT
MEASURES TO BE IMPLEMENTED.

LEAK

— 101It OF STORAGE TO BE PROVIDED FOR

EVERY 1m? OF ROOF AREA. 80% OF ROOF
FLOW TO DRAIN THROUGH STORAGE TANK.

— STORED WATER TO BE USED FOR ON
IRRIGATION & EXTERNAL USE.

 

 

 

 

 

 

 

OPENING | TYPICAL OPENING
BETWEEN
DETENTION TANKS.

 

 

 

 

 

 

 

 

 

 

STAINLESS STEEL PLATE WITH A

(-x\ DETENTION TANK CONNECTION OPENING.

 

\_/ TYP. SECTION

0 2 4 6 8 10

Checked: Drg No. R
Pp mt: 150 © AT peg 5935 31 030-C5 {

SITE

 

A DETAIL UPDATED 25.11.21

 

 

 

Revision Description Date

 

Issue:

FOR APPROVAL

 

the written permission of SCG Consulting Engineers.

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without

 

ABN 40 098 481 899

DEBUILD T/A,

Unit 1/11 Project Ave,

PS Noosa Heads
Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com

 

Title:

CONCEPT STORMWATER
MANAGEMENT PLAN

 

 

 

 

29-27 TOOLAR St,
TEWANTIN
Date: Nov 21 Drawn SR Design SR
1:300 @ A3 : S Richardson A.