Civil Plans SCG 31030-OPW Issue 1-2022.11.15 · OPW22/0319

Page 2

 

 

DRAWING SIZE — Al

 

HEIGHT DATUM

Lot 1 & 2 on RP 73072 =z
SaaS
Level Datum AHD

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

 

 

 

 

 

=»

 

 

 

 

 

 

 

  
  

 

 

 

   
   

 

 

 

 

     

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

> DUIpynig rss wc |
cz AalojS OMI m= 46 +
+: c
a |
6ulpjing
&, Z Aaiojg af6buls
6. Z © °,
8 & * “
‘Lp OSS. 9
ey Dy 2. 49. Hem Buurejay 4901 OB.
+ Bi © & a 4
4a, mem Buruyerey yoo €Z_ z Y 5,
Z —_ — + ;
x Qt ey > oO 4
4 5 “ a Ik, @
— < _ @ s => on
%o. 2 = 2 &. = &
| LY a oO 8
%. Nn = + 6 = Os
“| BS % & & 8 I
€ &, + i
| LS ‘S, |
LL ! S :
Lu | N
| = © . @
&, e%, Soll <. }, © = &, oe, Se, QO 3
oy “fe, q | “{ ~ >3 |. ° GS + So Oa
© © ‘
D. & 25 11S e. o Qo
& | | \ | is SE evozqy lo 1 3] & 7 4 Ss
~ = Deo Wes of “ts 5 So {I
\ > —| o jooy Of 3 A. M
© \ © St i es © ® Q 2g KS
| ley ry S 2 18,O, eg c = LH +0,
\ Wo + Ee § a & , %, O° 2 x S [.<
33 oN - > & Ax O56 ge. © S
| oT ee s 8 4 + 0
x | 1 ole EXISTING BUILDING TO BE s 3 me 1°95, Se
\ | OR » | |* DEMOLISHED Qs, e I, oe B Xe
69, | g 4p } so es XY ollS P, © | Q g wt i
x . is Ve . a ||
©. 8 Se, “eI WM “a |? & || “ SP. 3! <<, § 6 OM.
4 “ye | 4 mg [% 1 & = S& S| Le ey Nia
fy A | & 4 & & |e, 6, eM Bujurejee 4o01g a & nm | &, & > c
gf > | ay, | ®. 1 & B, | zw, fe 8
ZA~I9 2. CS oe & XQ SHIN
“50s SY “es L oe | Sy 2 L Sw
LL é TE | a | <
“D Z — 3 o> 6
6. S &. BS. fo Sn +, = 3S 2 O-
9. BS & _ &, 4. < G &
So SL oa (4 —_— 4+ —_ <%, ° “s, 6? 2S, y+
S. “oy"4 tn ~ les 3S | 4 ee A I _ _— _ ce S ace ok 24%,
= ‘ +
<4 as © & x | “O “& 3 >, “s, cB. Op, %.
eS : < > | < 5 x Sey Ly SY <
=i = + &
%|% © | 5 a “Oy < 8
3 2 & g
Oo el i [ORB « 3 Sy °Y
=s Q oO.
2 (FH. ff oo 8 4 4 Be
x, | &
ae | & a >
|v] &, =
49 % & & |  sders BG
“ *, + H-
& & 4&. | | io S
+ + S | fo, WSs, x. S ® fa & ‘
Ors! | &p eh Te, ~ 2 as e, Se
Z aw ® oN S% + x
| | ne a Oo a + Oo
= iv f+ x
| Ss, %., $5 ®, |.
Op. Of ots | 4 HH) 4+--- re we, +
7 os 4 & | QO - | “
+ j 4 ooo Cn “o
Oc 4 “ tt
Li, o>
O e {| | EXISTING BUILDING TO BE &, as
FP! | el DEMOLISHED 5 +e, 7 vv
O. oO O + Q
| || Ge oe 3 Sy mo
Ly =
| WM, 8 5
| | fl z
I | a:
| | %, <o a Z
& % ZL & & Ie &
x oy, 4ol | &. %. ®. % 44 . & | oO Bo VO. +9
"Sy Ly % Mey ee Z 44 ccc OG ¥+ Se LYS
te &, 7 _o —_ — — Re RCE ol — ©
“ae “ey S ~EX SMH S *» % 6S06SE “Se + a), +%,
c o>" * yy So J4
2, = =R Se + 24 On, , Buipjing youg
“+| GN ai 3 Sy & “ :
Si ® St Aaiojg aj6uls SS
Gis G iS ©
| — 8 i ~
| 8 asnoy Pous oO | =
= faiojg e/6ul PUOMoIoD & a
7 NS a/BulS o&
img

 

SITE PLAN — EXISTING SURVEY AND SERVICES PLAN

Scale 1: 150

 

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: yy n Drawnen Designcp

Schordsn |) | OTOSO—-OW1.1)

 

 

 

Page 3

 

DRAWING SIZE — Al

 

HEIGHT DATUM

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

Survey information provided by Max
Watterson & Associates

 

 

 

xv

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

REAR OF ALLOTMENT RETAINING WALLS SET IN FROM
BOUNDARY TO ALLOW FOR STORMWATER COLLECTION

PITS FOR CAPTURE OF NEIGHBOURING PROPERTY

 

 

 

 

 

 

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

     

 

 

 

 

STEEL POST AND CONCRETE PLANK
RETAINING WALLS BY SPECIALIST
CONTRACTOR

(CR REAR OF ALLOTMENT RETAINING WALLS

 

(7 SECTION

 

SURFACE RUNOFF

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.

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

 

 

 

 

 

 

 

 

 

 

FOUNDATIONS ON NEIGHBOURING PROPERTIES.
SHEET PILING MUST BE INSTALLED WHERE
EXISTING FOOTINGS WILL BE FOUNDED ABOVE
ANY EXCAVATION CRITICAL DEPTH LINE

 

 

 

|
c% &. &
+ vane < Y e, ca
+ an I
. + +e. %. 20.041) 4 Q.
TK | <~ % oo | <x
Sy late a ————————— = Z a
“| | | Oe SP on
n é 0.306) ““a, ¢
+ =0.568
: | “, 0.136 -0.353
| | sd 0.769 |
| |
| 1
| | “el. 1.035
| | “e.
1 | “4
X 0.214 \-X
AXE tL — X4
ce | | \ |
\ \ es -0.228 0.672
MINOR RESHAPING TO EX. GROUND | Oo =0.878
LEVELS IN ROAD RESERVE FOR NEW \ \
DRIVEWAY. ENSURE MIN. COVER TO \ \
SERVICES ARE MAINTAINED AND \ \
RE-TURF. Lt; 4 -4.730
b oy 0.505
Re Nt Tt = |
yf De | &. 0.028 Cro
— ~~ .
|
=0.523 N
‘O-
; =0.340 0. | &
4-4 Ke
a b | REFER Drg 31031-C3.1 % — —
k.. i | FOR DRIVE WAY DETAILS.
* | ! = 1.209
%,| : =0.370 =0.654
“A + XN Bs .
. =1.144
| : 1. 1.000 0.179
Lu 4 ;
S2
&. ! t 1.016
Ke
i ok =1.202
|
| | -0.506 &,
He
— =1.331 -Y }
1:3 MAX AYy 7] Fa : y-Y
BATTER, TYPICAL “4
. . 1%,
Le | |
LEGEND gl
| 4 So.
_---77 INDICATES EXISTING SURFACE CONTOURS | | &,
48.07 AND LEVELS TO AHD. | | in = 0.585 -0.790 -1.384
| | o
__5.0% _» INDICATES FINISHED SURFACE GRADE | | o =0.969 =s00
| | 0.614 . ,
80 EXISTING SURFACE SPOT LEVELS. ‘0,
+ “1, | | %, “5 0.408 \ 0.009) “+ Sp ry
FAL INDICATES DIRECTION OF FALL rh. | 4 4+ + es a = —- = = é _— —
oN TO FINISHED SURFACE. %, LI -0.391 &,
x a g +
% 3 Sto op, 3 % a + + co mr
INDICATES DEPTH OF CUT (NEGATIVE) OR %, | SEN “24, 24 Sp, >,
FILL (POSITIVE) AS NOTED +} Qe % “ ao
= RETAINING TO SIDE OF BUILDINGS TO
a INDICATES OVERHEAD ELECTRICITY | Oo = MAINTAIN EXISTING SURFACE LEVELS. |
SUPPLY LINE o DOWN BOTH SIDE BOUNDARIES FOR
OVERLAND FLOWS FROM WITHIN SITE
S/EX INDICATES EXISTING SEWER LINE | | AND FROM NEIGHBOURING PROPERTIES |
— w——— _ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
onTo G W SITE PLAN — EARTHWORKS | ctor em | | Hore Be aneeoacro
_—_____+____ INDICATES TELSTRA LINE APPROX Seale 1: 150 PRIOR TO COMMENCING WORKS ON SITE. ALL CUT/FILL LEVELS SHOWN REPRESENT THE PAD LEVEL 10 SHALL CONFIRM ALL
ALIGNMENT, BUILDER TO CONFIRM EXACT SERVICES ARE TO BE PROTECTED IN THE UNDERSIDE OF THE GROUND BEARING SLABS AND RELEVANT LEVELS PRIOR TO
LOCATION PRIOR TO WORKS ACCORDANCE WITH THE AUTHORITY PAVEMENTS AND INCLUDES THE CRUSHER DUST OR ROAD COMMENCING WORKS. _
— swrex INDICATES STORMWATER DRAIN EXISTING RESPONSIBLE FOR THE SERVICE BASE LAYERS TO BE PROVIDED UNDER THE SLABS. g GROUND [zz
AS NOTED ADDITIONAL LANDSCAPING FILL NOT INCLUDED.
INDICATES POSITION OF RETAINING WALL PROVIDE SW PITS AND PIPES \ Sop, UNSTABLE
—— RV TO FUTURE DETAIL. ABOVE RETAINING WALLS TO THIS FOOTING IS FOUNDED We
CAPTURE SW RUNOFF FROM ; BELOW CRITICAL LINE AND we Sy
ADJACENT ALLOTMENTS, | IS STABLE. STABLE N
[I] wwotcates area oF Fu REFER DRG SWI.1 | \
ie PIERS SUPPORTING STRIP FOOTINGS OR \
Is POST PAD FOOTINGS FOUNDED INTO
a INDICATES AREA OF CUT r| is SELECTED MATERIAL AND BELOW
| e AA CRITICAL LINE ARE CONSIDERED STABLE.
| | r oa
EXCAVATION DEPTH | | _gxisTNG SURFACE. — 3 er NOTE:
~ “TEVEL al: THIS DETAIL ALSO APPLIES TO EXISTING
7

 

 

 

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 10

REINFORCED CONCRETE HEADWALL

250

 

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.

SLAB AS DETAILED

 

 

>

~] IN STRUCTURAL
DOCUMENTS
FFL AS
vw NOMINATED.

 

 

 

IL

_—— CERTIFIED FILL.

A FPL AS

NOMINATED.

 

 

 

 

 

 

 

 

 

* T\rootine AS DETAILED IN
STRUCTURAL DOCUMENTS

 

( yet LEVELS DIAGRAM
TYPICAL SECTION

 

 

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.

 

ENG

Ph (07) 545:

INEERS web:www.scg-engil

Unit 1/11 Project Ave,
Noosa Heads

5 5604

email:[email protected]

ineers.com

1: 300 @ A3

DEBUILD T/A,

ABN 40 098 481 899

 

Title:

EARTHWORKS PLAN

 

Project

29-27 TOOLAR St,

 

TEWANTIN

Pate Noy 21 SR

Design

 

 

SR

 

Drg No. Rev.

mass, 31030-OW2.1| .

Rev. - 10.06.16

 

 

 

 

 

Page 4

                  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

LEGEND

 

INDICATES AREA OF FILL

 

 

INDICATES AREA OF CUT

 

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

20.00

 

17,500--

15.000-4-

12.50!

UNITS 4 UNITS 3

DRIVEWAY UNITS 2 UNITS 1

 

 

 

 

 

 

Mo —-

 

10.00:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Elevation — Existing

al al a
a qa g
a be sj

4

1
13.64

;

q

20.00

17.500

15.000

12.500

10.00

 

Elevation — Proposed

 

 

13.15
13.15
13.26

 

 

 

 

 

 

 

 

 

Cut Fill Depth

‘EEE

 

1350
13.58
-0.48!
13.75
9
LOSLY 15.99 PEL
14.10

ee

 

0.32 | 14.36 | 14.36
14.39

0.30 | 14.

 

 

20.00

SECTION A-A /

 

17.500--

15.0007

12.50!

UNITS 8

UNITS 7

UNITS 6 UNITS 5

 

 

 

 

 

 

20.00

17.500

 

 

 

15.000

 

10.00

 

 

 

 

12.500

 

10.00

 

Elevation — Existing

 

 

 

 

 

14.80
14.90

 

15.16

 

 

 

 

 

15.31
15.44
15.58
15.69
16.04

 

16.08

 

16.1

 

Elevation — Proposed

14.36
14.50
14.95
15.04

15.14

15.64

16.06

16.10

16.13

 

 

Cut Fill Depth

 

=0.15
=0.01) 14.61 | 14.61

|

HON 45 44 SL
{=0.12|

 

1=0,31)
|=0.35]
0.44
|-0.58}
|=0.60}
|=0.69}
10.80) 15,81 | 15.80
-0.80
-0.84

|=1,19 |
{=0.061 16.14

 

 

20.00

SECTION B-B /

 

17.5004-

15.0004-

12.50!

UNITS 1/2

CARPORT/DRIVEWAY

UNIT 5

 

 

 

 

 

20.00

17.500

 

 

 

 

15.000

 

10.00

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

12.500

 

10.00

 

Elevation — Existing

| 14.36]
1 14.52]
| 14.67|
14.85
| 14.99]
115.15]

 

Elevation — Proposed 2

13.65
13.72

14.47
14.76
14.94
15.14
15.21

15.39

15.60

15.97

16.03

 

 

Cut Fill Depth

13.22
| 13.44]
2.01 | 13.55
0.92 13.76
ose | 13:80

 

{=0,19|
|-0.25,
=0,35
[=0:58)

 

 

 

20.00

SECTION Y-Y /

 

17.500

15.000--

12.500--

10.00

UNIT 3/4

CARPORTS AND DRIVEWAY

 

 

UNIT 8

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Elevation — Existing

20.00

17,500

15.000

12.500

10.00

 

Elevation — Proposed 2

13.00

13.28

13,

| 13.43]
| 13.57|
| 13.75]
13.93
| 14.06]

14.26

14.90
15.05

 

 

Cut Fill Depth

 

10.46 | | 15.29]
39
13.53
13.82
14.20
0.01 | | 14.21)

|=0.05|
=0.19
|=0.08|
Log 14.09

qs 94

 

 

SECTION X-X /

KE

EX. SWPT EXISTING STORMWATER PIT

RC. HW. — REINFORCED CONCRETE HEADWALL
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

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 10 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.

 

 

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.

 

C) St6

DEBUILD T/A,

ABN 40 098 481 899

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web: ‘WWW.SCg-engineers.com

 

Title:

EARTHWORKS SECTIONS

 

 

 

 

 

29-27 TOOLAR St,
TEWANTIN
Daten oy ny Drawn Designgn

Checked:
8] RPEQ 5835
3 S Richardson

51030-OW2.2| .

 

 

 

 

 

Page 5

 

 

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

 

 

 

SE =

PROVIDE SMOOTH JOINT BETWEEN NEW
DRIVEWAY AND EXISTING FOOTPATH (NO

TRIP HAZZARD). MAX 1 in 40 CROSS FALL

IN FOOTPATH WHERE TRAVERSES THE

DRIVEWAY. REFER COUNCIL STANDARD DRG.
RS-065

 
  

   
 
 
    

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH IPWEA STD DRG RS-051
AND COUNCIL REQUIREMENTS. LEVELS AS

NOTED

=»

DRIVEWAYS FALL AWAY FROM
GRATED DRAINS TOWARDS
DRIVEWAY INVERT LINES

 

 

 

 

 

 

 

 

 

EXISTING CROSSOVER TO BE REMOVED,
REINSTATE TYPE B1 KERB & CHANNEL
IN ACCORDANCE WITH COUNCIL
STANDARD DRAWING RS-080, MAINTAIN
EXISTING SURFACE GRADES.

MINOR RESHAPING TO EX. GROUND
LEVELS IN ROAD RESERVE FOR NEW
DRIVEWAY. ENSURE MIN. COVER TO
SERVICES ARE MAINTAINED AND

RE-TURF.

LEGEND

_---77 INDICATES PROPOSED SURFACE

43077

5.0% 5
4480

x

SURFACE LEVELS

f
Sale

CONTOURS AND LEVELS TO AHD.

INDICATES FINISHED SURFACE GRADE

EXISTING SURFACE SPOT LEVELS.

INDICATES PROPOSED FINISHED

INDICATES DIRECTION OF FALL
TO FINISHED SURFACE.

FIELD INLETS OR JUNCTION BOX PRE-CAST

CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.

GRATED DRAIN CAST—INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS

DENOTES DANLEY JOINT TO DETAIL

TERRACE SLAB. REFER TO STRUCTURAL
DETAILS FOR THICKNESS AND

REINFORCING.

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS FOR THICKNESS AND

REINFORCING.

— —— 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/eEx
AS NOTED

INDICATES STORMWATER DRAIN EXISTING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

+ 3
| 13.942 °
| : __ CPt ; 2 7
Ee AA / “Om
CP2 >
LJ | 13.796 q / 2
= | / 13.8047 /
= J / &
a / °
2 | FFL 13.75 | f - aI |
© ‘ | / x = |
\ / H
& zB / FFL 14.600
= | /
a LA. FAL = (
= Ee ! ‘ \ 2
VS 13.729 a \ sy 14.574
+ __. S| Zl \
1 al
| KK BIOb-eR =| 2
FA HA oo | ‘ *
/ a : A > \ ]
ae
uo \
/ =| sy» 14.975 *
FFL 13.75 /) 13686)/| 8 1 /— Y
+ / =| | | S
+ / 13.594 ‘ | | BT eo 2
~ WATER RE-USE FFL 15.000
a Pl in K! 5} |
. fe 12712] Je wh tei). ‘ 4 Bi LLLLL, - 6
2 die § \ Ee cpr 413.448 2 Z mW
a Va b &§|! 4fgobc=cTI = — DRIVEWAY INVERT LINE <=, —~ ~~~ es, =e ot mle === ——————_ F] a
aN » §) fee ee == a Bl ts a oe
g iS can ee ee de et SOEEL |
= | a -fizgo|-y <e 13,295 fay, Ua MOTE
| | Sh a a, , FFL 15.000
+ te : \ Tie008) | 2
4) A ; ~ [esi 14.977 L
Lit FFL 14.68 / |
Y 14.375 IPs SY 2
+ . ) _ an /
+ 4 \ 7A = yo
e Ls ‘ A = / |
\ = EK 7 wa
a + [14.65 ee ON A io OY <
Ss ' 1.6 9 \ S JL
© __ eo <A IS Y 15.176
o { Ww | x oy :
2 of = g I
+ = Y See & [
25 EAS aH 1% /
| Y SE | | All FFL 15.200 2
J | | \ V4
+ / J 7s —H14.807 —— |
FFL 14.68 14 | a 14.883 a
Y ee] LAA AAA AY) -
© VIS LLLLL.. 4.792 a x, ew m= RW ee RW ee RW ee RW |
L CPI ° cer
+ %, =| NZ RW. _J &%
Lu To ~ a) ]
z ~ > 15.240
MN
ota
B45

 

www.dialbeforeyoudig.com.au

SA DIAL 1100

Jy BEFORE YOU DIG

 

  

 

 

 

SITE PLAN — DRIVEWAY & ACCESS

Scale 1: 150

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 FOR THE SERVICE

 

 

ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES & A.S 2890.1
PARKING FACILITIES PART 1: OFF-STREET CAR
PARKING

 

 

CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

 

 

 

 

 

NEW KERB & CHANNEL TO BE IN ACCORDANCE

WITH NOOSA SHIRE COUNCIL STANDARD Drg.
RS-080 & COUNCIL STANDARD DETAILS

 

 

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

 

CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS

 

 

 

KE

EX. SWPT EXISTING STORMWATER PIT

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.

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

 

PAVEMENT (VEHICLES):
FOOTPATHS:

125mm U.N.O.
125mm _U.N.O.

 

 

3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
AND MINIMUM STRENGTHS AS FOLLOWS:

 

 

PAVEMENT (VEHICLES):
FOOTPATHS:

32 MPa
25 MPa

 

 

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
SLAB DEPTH.
6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.

7. EXPANSION JOINTS AS NOTED (T.J./K.D.J) ON PLANS TO
BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT
ALONG JOINT. REFER DETAIL.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
INSIDE EDGE OF CURVE
10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED
AS REQUIRED PRIOR TO WORK COMMENCING

 

 

TOOLED JOINTS TO BE CUT INTO
POURED SLAB, MAX 3.0m SPACINGS
REFER SCG ENGINEERS FOR GUIDANCE

 

 

 

 

 

 

 

 

 

 

—125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE
-100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST

-SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES

DRIVEWAY CARPARK PAVEMENT SECTION

 

RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K &C EXISTING KERB & CHANNEL
NSLL. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA/NBN PIT
EP. ELECTRICAL POWER POLE
ET. ELECTRICAL TRANSFORMER
WM. WATER METER
KERB EXISTING KERBING
&
Ss
DEPTH
DETERMINED
ON-SITE
PAVEMENT MATERIALS:
0 2 4 6 8 10

10.06.16

Rev

SUBGRADE PREPERATION, REFER
GENERAL NOTES

 

 

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.

 

Us

DEBUILD T/A,

Unit 1/11 Project Ave,
Noosa Heads

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

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

CG

 

Title:

DRIVEWAY & ACCESS PLAN

 

Project

29-27 TOOLAR St,

 

 

 

 

 

TEWANTIN
Daten oy, n Drawngp Designgn
Checked: Drg No. Rev
Freon |) |O1OSO-OW3.1}

 

 

 

 

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

MAX 1 in 40 CROSSFALL
TO FOOTPATH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       
   

 

 

 

      

 

 

 

 

 

 
     

 

 

= a EXISTING SURFACE
KERB CROSSOVER s FOOTPATH 2 EXISTING SURFACE PROFILE. (DASHED)
10 DETAIL = 3 PROFILE (DASHED)
& a.
16.00 (—®
<= 15.00
So _| \ ae ]
Ss aa e rp eT TT Sj] _ |_
2 14.00 a rd x aa - ey So SS S
x T ye g_— 4 ee | nv Ne _[t-
a 13.00 == a ps
(200 | | 5 5 B 8 61a be 8
_. S = S x 8 & » 8
Design Line Segment Lengths S ° S oo 8 S S
3 6.88 ! 9.91 | 2.40 feb2e LHS.) 10 5.44 , 244
. . S 3S g s OTS od S S é
Design Line Grade & Level = = < 7 =e 2 ge BZ He = - = «&
© 3 8 < 6B & 8 =
N x iS S SS = =
3 R & S 2 g 5 3 = % B lg le & 5 g 2
EXISTING S.L. — a a x ae 2 2 2 2 2 2 2 2 = = = = = =
N ~~ mm cO i<o} > N Oo co oO co Oo co ™~ NN
QS a a a ° 2 ° 2 e 2° e 2 e = =
CU T /FILL _ a R 4 3 = g S 6 &S &S 58 6B = a mB
7 z ? 7 ; ¢ ? 7 ? 7 ? 7 $ ; ?
oO oO oO oO Oo oO oO Oo Oo oO oO oO Oo oO Oo oO Oo oO
CH AINAGE _ So So So So S 5S S 5S S So So So So So So S S 5S
N > oOo co oO N > oO co Oo N st oO Cc a N + oO
DRIVEWAY LONG SECTION A-A
Scale 1: 100
TOOLED JOINTS TO BE CUT INTO
POURED SLAB, MAX 3.0m SPACINGS
REFER SCG ENGINEERS FOR GUIDANCE | SLAB JOINTS AS
NOTED ON PLAN.
Z| DRIVEWAY SLAB | 2/N12. TRINMERS. — reserve eet
Sv 1.5m (Min) @ 1 in 8 SLAB MESH 125mm_ THK WET TOOLED 50mm COVER. ue:
MIDDLE 8 SL82 MESH CONTROL JOINT. £ FOR APPROVAL
” 40mm TOP COVER A
500 DO NOT SCALE FROM THIS DRAWING
I te TT EN —-—- —_- —_- —_- fe design and asserioted details Contained oe this ang assacicted t
——___ f/f + 4 | the written permission of SCE Consulting Engheers
Fa CONTROL 7) LOWER SLAB MESH TO MAINTAIN Own Pou
1 nt rojyect ve.
50mm COMPACTED JOINT. So RE oo ee PS Noosa Heads’
BAW CUT AND GALV R16 DOWEL SAND BED ALONG LINE OF JOINT < Ph (07) 5455 5604
BREAKOUT — e [email protected]
BACK OF KERB 400 (L) @ 450 CIRS 5 SS web:www.sog-engineers com

(TJ) TOOLED JOINT RESIDENTIAL

 

  

RESIDENTIAL CROSSOVER — STAND-UP KERB

Title:

DRIVEWAY SECTION

 

PIT TRIMMER DETAIL AT SLAB JOINTS

 

 

Project

29-27 TOOLAR St,
TEWANTIN

 

Daten yy ny Drawren Desig "ep

 

 

 

10.06.16

 

 

 

Checked: Drg No. Re
Freedom |) |O1030-OWS.2)

Rev

 

 

Page 7

 RESIDENTIAL                   RESIDENTIAL
DEVELOPMENT                   DEVELOPMENT




                RESIDENTIAL                   RESIDENTIAL
               DEVELOPMENT                   DEVELOPMENT




 RESIDENTIAL                   RESIDENTIAL
DEVELOPMENT                   DEVELOPMENT




 RESIDENTIAL                   RESIDENTIAL
DEVELOPMENT                   DEVELOPMENT




                RESIDENTIAL                   RESIDENTIAL
               DEVELOPMENT                   DEVELOPMENT




 RESIDENTIAL                   RESIDENTIAL
DEVELOPMENT                   DEVELOPMENT                                     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

 

  
   
  
 
             

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   

 

 

 

 

 

 

 

 

     

 

 

 

     

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HEIGHT DATUM | |
0 on | | |
Level Dotty HD Z | | Z - |
Level Origin PM 18416, RL 9.967m / 4) | | / 4) ] |
Survey information provided by Max | Y : : CO J fo :
Watterson & Associates | | 4 |
_ feanbenirb \ | | _ feanbcnirb \ |
/ / Y | | eee fo fo i
SSS = FS SP > i | “ LZ i
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Bad if wi __ _ P 7 | woo | | SO |
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DPR aIENT Vy Y) | PEELE, — |
‘| | |
Y LLLLLLLL : :
/ fo |
ed fo |
SITE PLAN — B99 MANEUVERING FORWARD INTO TYPICAL GARAGE SITE PLAN — B99 REVERSING OUT OF TYPICAL GARAGE & EXISTING SITE IN FORWARD MOVEMENT
Scale 1: 400 Scale 1: 400
tT T T
| | | 7 |
| | | 4) c |
| | | / 4] VISITS, |
| | | / g Po Zi i
| / | | Oo |
| | | Y, |
| _ | | _ petiedir |
| | | DEVELOPMENT 4) |
| fo fo fo
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| 7 | | : / Z |
| ; 4) I Y | | 4) c |
le Lb \ | le LZ |
| 5 ZL J \ RESIDENTIAL “ | Lon —_— © Resipenmat | |
. DEVELOPMENT ' DEVELOPMENT '
KL, | VLE, |
TO | il — _|
/ | / / |
| / |
| YY |
| |
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/ Y) 4 | c 4)
LS / | “ / SAAS |
__ ab singtial | Y A : _ ak singvtial | A : Revision Description Date
DEVEL OP, V ] DEVELOPMI IV ] Issue:
uN ! aia 7 | FOR APPROVAL
| | DO NOT SCALE FROM THIS DRAWING
! | | SEE
| |
| | = ours
E Ke ) SCG onatimnQstgergreescon
Title:
SITE PLAN — B99 MANEUVERING FORWARD INTO VISITOR CARPARK SITE PLAN — B99 REVERSING OUT OF VISITOR CARPARK & EXISTING SITE IN FORWARD MOVEMENT VEHICLE MANEUVERING
Scale 1: 400 Scale 1: 400
www.dialbeforeyoudig.com.au Project
25-27 TOOLAR St,
DIAL1100 TEWANTIN
BEFORE YOU DIG Date oy ny Drawngn Designgn
0 2 4 6 8 10.4. . Checked: Drg No. Re
500 AS mae, 31030-0W4.1) .

 

 

 

 

Page 8

 

DRAWING SIZE — Al

 

HEIGHT DATUM

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

 

 

 

 

 

 

 

 

 

 

 

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
FOR THE SERVICE

 

 

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

SITE STORMWATER MANAGEMENT

EXISTING SITE
— SITE AREA = 2020m?
—  IMPERVIOUS AREA = 510m?

PROPOSED SITE
—  IMPERVIOUS AREA = 1320m?

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— R-SW

 

 

 

 

 

 

 

 

 

DIRECTION OF FLOW, REFER TYPICAL
SWALE DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

KE

EX. SWPT EXISTING STORMWATER PIT

RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE

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

NS.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL POWER POLE

KERB EXISTING KERBING

WM. WATER METER

DOWNPIPES (DP) SHOWN
DIAGRAMATIC TO DEMONSTRATE
STORMWATER MANAGEMENT.
NUMBER AND LOCATION TO BE
DETERMINED BY HYDRAULICS
CONSULTANT & ARCHITECT.

PROPOSED LOCATION FOR

DETENTION /RE-USE
IN-GROUND STORMWATER

TANK(S)

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

Survey information provided by Max SITE RUNOFF ,
Watterson & Associates — FROM QUDUM USING RATIONAL METHOD:
SITE RUNOFF
EXISTING PROPOSED INCREASE
Bt Se Qo | 927It/s 103it/s 10lt/s
Qo | 1it/s 122It/s 12It/s
SS = ZS Qro | 158lt/s 170lt/s 1alt/s
ee NON—WORSENING
— ON-SITE DETENTION TANK WITH SLOW LEAK
PIPES TO BE PROVIDED.
STORMWATER QUALITY
— THE SITE AREA IS BELOW 2500m?
—  STORMATER HARVESTING TREATMENT
MEASURES TO BE IMPLEMENTED.
— 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 SITE
IRRIGATION & EXTERNAL USE. |
|
EX. SWPT
r | FALL LANDSCAPED AREAS TO FORMED |
f DB, FLOW PATHS. DIVERT FLOWS TO
Sy 5 RICHARDS STREET FRONTAGE. 1 : 150
- on | MIN FALL. TYPICAL.
NEW SW PIPE ACROSS ROAD AND Sy
CONNECT TO EXISTING COUNCIL SEP. SL. 12.00
ROAD TRENCHING BACKFILL AND i 111.50 ) °
PAVEMENT RE-INSTATEMENT TO We. 225 uPVC SW 150 uPVC SW oy
COUNCIL SPECIFICATIONS Ny, Mit me ot i : _ GP _ : GPx 4 oe
1 re 7 /
ad | GP2. = wae WS swat — ee <b ayaa <b} SWALE — ai a sw sw w chy = Pe
ZEALL DI ZF ALL =
SL. 12.50 /- J. J. / PN nasw pesw Resw St] 0 uve cw EIGPS
| | I LL. 11.76 ( | <Qy
a
| | r FFL 13.75 : | . a} =
, ii ml] |g \ : dls
| | & 1 : FFL 14.400 le S
3 | a = 7 \2 =|\| ~
i pee 8 nr 2
| | S | & "7
|= — iS chy
j 7H ra 3 = R R-SW R-SW RSW R-SwW R-SW =
| TH Ig i
\ / oe [a |--—~—~___
| l= DP 6p?
| 1S GP3. 2
sw sw w Ss =
‘ey I “Yo mt Y 150 wPve Swe OPS =
BUILDER TO POT HOLE EXISTING SEWER | \ = FFL 13.75 asw asw RSW 3+ ky ”
TO CONFIRM LEVELS AND IDENTIFY ANY 7 / =| | ee ms ee k o-2
CLASHES PRIOR TO COMMENCING WORK a | &, Ak ||| &
SL. 12.70 2] | By é =I| 8
j [Si 12. a UNDERGROUND c z\
Si LL. 11.92 y o | wR RE-USE fF
Pe FFL 15.000
CPI E S “s, 5 2
: z | sw 285 uPVC sy SL 1350] 225 uPVC SW 7 By Ja g
alleati | = sw—Lit1210]6P1 | | oP fe
| gt B= _SORNEWAYINVERT-UINE = — Se 1+ — 4 — — —
Py M@Re,- ooo pO yO T= art ANG, P2
LEGEND | OE ie SPITS ©
| Ey REFER Drg 31031-C3.1 Z co | ware ReTeNTON . a
| = FOR DRIVE WAY DETAILS. &. SL. 13.70 |} S| Tk | o
977777 INDICATES PROPOSED SURFACE |, | LL 12.20) & <_ FFL 15.00 al
48.07 CONTOURS AND LEVELS TO AHD. 3 sw e-sw asw ‘sw ay =
| ws N— r-sw R-Sw +}+——_ R-sw mar) R-sw ——_/ po" A 5 2
5.0% 5 INDICATES FINISHED SURFACE GRADE | | y | 2 oY 3
LU FFL 14.68 3 | ge!
4480 EXISTING SURFACE SPOT LEVELS. | 2
| | 0P| | 2 150 uPVC SW ‘DP ¢P3
EA INDICATES DIRECTION OF FALL | | 4 | a WY Sw oy Sw Sw | |
oN TO FINISHED SURFACE. | lS oe
| | wo NN R-sw —o Zz + ah. =o)
| — DP. GP2
SL 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT 1 1 z CP3
| S g DP |
iL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT ! | is N
— 1S <Q
| | l= 2
Ht ROCLA 1050 CPO STORMWATER PITS |= j
Oo BUILT OVER EXISTING SW PIPES, MIN es |S 3
YY 450Sq GRATED LID HEAVY DUTY |S
- 4 | : | FFL 15.20 £ 2
STORMWATER JUNCTION BOX, PRE-CAST | | 5 8
S<]SMHP CONCRETE. AND SEALED LID bool y / opt | i 7 |
Sy
| | FFL 14.68 @ | re ave
Fj cpy GRATED FIELD INLETS, WITHIN PATH AND | | | 4 > a
eI TERRACE AREAS | S.L. 13.60 | . R-SW a uc SW R-SW R-SwW R-sw R-SW
| .L. 13, R-sw R-Sw RSW 7——™ 7 7 7
IL. 13.00 | FALL | sw sw sw
GD-150 150(W) GRATED DRAIN WITH HEAVY Q10 DISCHARGE = L__ | | Pi ome Z Z Z LZ. VA Wd ZEAL FALL
(CCT «~—S(éUTY GRATE. RATE = 12 Lt/S = = — <b SWALE — <P SWALE—— <P SWALE—— <P SWALE—— <P SWALE — CPI S f RW RW RW RW
sw swe sw——*—_—_" sw sw iam *<—__ sw SW Bl _
sw INDICATES STORMWATER DRAIN PROPOSED Li] xP 225 uPVC SW GP2 150 uPVC SW GP]
AS NOTED MIN 1 IN 100 FALL UNLESS Sro
NOTED OTHERWISE S = S
xt
INDICATES ROOF STORMWATER DRAINAGE ee
LINE TO HYDRAULIC DESIGNERS DETAILS. as = |
2/125x75x4.0 RHS (GALV.)
AID AT 1 in 100 MIN. INSTALL T
DP e INDICATES DOWNPIPES FROM ROOF. REFER Ney eRe omar NG ire |
HYDRAULIC CONSULTANT FOR DETAILS FOOTPATH GOOD. TYPICAL.
INDICATES POSITION OF RETAINING WALL | |
— RV — . . SITE PLAN — SITE STORMWATER MANAGEMENT PLAN
TO FUTURE DETAIL. www.dialbeforeyoudig.com.au Scale 1: 150
INDICATES ALIGNMENT OF SWALE AND
— SWALE —>

SW PITS ABOVE REAR OF
ALLOTMENT RETAINING WALLS
TO CAPTURE NEIGHBOURING
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.

 

 

Revision Description

 

 

Date

 

Issue:

FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWIN

The design and associated details contained on this and associated

the written permission of SCG Consulting Engineers.

G

drawings are copyright and are not to be used or reproduced without

 

Qo 2 #1913150 @ AT FS
1:300 @ A3°
Ee

DEBUILD T/A,

Unit 1/11 Project Ave,
Noosa Heads

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

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

C) St6

 

Title:

CONCEPT STORMWATER
MANAGEMENT PLAN

 

Project

29-27 TOOLAR St,
TEWANTIN

 

Date;

Drawnp

 

 

Nov 21

 

 

Checked:

Desig bp
Drg No. Re

51030-OWS.1| -.

RPEQ 5835
S Richardson

 

 

 

 

Page 9

                  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
                                                                .2


[OCR of page images]
 

DRAWING SIZE — Al

RAINFALL

SITE AREA UNDER 2500m?
ALTERNATIVE MEASURES FOR
WSUD IMPLEMENTED

>

ROOF RUNOFF

 

DRIVEWAY

WATER TANKS

Y 2

RUNOFF TO COUNCIL
INFRASTRUCTURE

 

WATER TANKS

“FOR RE-USE & DETENTION —— GPT— GROSS POLLUTANT TRAP

CPT —CAPTURES GROSS POLLUTANTS

 

 

 

 

 

WATER CYCLE DIAGRAMATIC

PROVIDE MIN 1 in 150 FALL ALONG
LENGTH OF SWALE. DRAIN TO APPROVED

10 ' POINT OF DISCHARGE

NN NN

TYPICAL SECTION OPEN GRASS SWALE

| SLAB JOINTS AS
NOTED ON PLAN.

 
 
  
    

2/N12. TRIMMERS.
50mm COVER.

400 Min.
LAPS

PIT TRIMMER DETAIL AT SLAB JOINTS

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

ROOF STORM WATER

INFLOW

  
  

R10 GALV DOWELS @ 400
400(L) EPOXY GROUTED
100mm MIN INTO PIT.

HEAVY DUTY TRAFFICABLE
SEALED ACCESS HATCH

 

SOIL COVER
150mm Min

DRIVE WAY SLAB

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

 

 

 

 

 

 

 

 

 

 

to

 

 

_—_

 

7000 Lt MIN.
STORAGE TANK

\

 

 

 

 

qi |

To]
-| WATER DETENTION TANK | |
DETENTION ZONE | |
| |
| |

 

14,000 It

ILL. 12.30m

 

 

 

 

 

\

{| 225 DIAM TANK OVERFLOW PIPE

=> 3

   

 

 

\ RE-USE PUMPING AND
RETICULATION BY OTHERS

STORAGE TANK DETAIL

 

DETENTION TANK DETAIL

FINISHED LEVEL
AS PER PLAN.

GATE/LID (HOT DIP GALV

WHERE STEEL) TO
/ ENGINEER'S APPROVAL.

 

 

 

 

 

 

ILL. AS NOTED

 

 

 

: ON PLAN.
TELLAM PRE-CAST ——pr = : .
PIT OR EQUIV. -

THKNESS AS AS NOTED

PER MANU.

| | | _ON PLAN

PRE-CAST STORMWATER PIT SECTION

  
 

LOW FLOW ORIFICE, Smm
STAINLESS STEEL PLATE WITH A
135mm ORIFICE HOLE.

GALVANISED KERB ADAPTOR TO LOCAL
AUTHORITY STANDARDS AND IPWEA
STD. DRG SEQ—RS-081. CUT OUT
LAYBACK KERB AS NECESSARY TO
INSTALL GALVANISED KERB ADAPTOR
WITH NEAT, TIGHT FIT.

 

 

 

 

 

OPEKING

 

 

 

 

 

 

 

 

 

 

 

 

OPENING BETWEEN
DETENTION TANKS

(x.\ DETENTION TANK CONNECTION OPENING.

 

\_/ TYP. SECTION

 

 

INSTALL REECE 'RHS TO PVC
ADAPTOR’ (PROD. CODE 304284),
OR APPROVED EQUIVELANT AS PER
MANUFACTURERS SPECIFICATIONS.

 

 

 

 

 

 

 

  

 

 

  

PII

SECTION DETAIL

2/125x75 4.0 RHS

H.D. GALV. PIPES ACROSS

FOOTPATH/VERGE.

 

 

 

 

 

 

KERB OUTLET (2)

STAND-UP KERB ADAPTOR TO
EXISTING KERB DETAIL (RHS).

 

 

 

 

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.

 

DEBUILD T/A,

email:[email protected]

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

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

 

STORMWATER DRAINAGE
DETAILS

 

Project

29-27 TOOLAR St,

 

 

 

 

 

TEWANTIN
Daten oy n Drawngp Desig "op
Checked: Drg No. Rev

RPEQ 5835
S Richardson

#

 

51030-OWS.2 .