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SCG 30086-C Issue 1 08.12.2020 · OPW20/0227

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OPERATIONAL WORKS FOR
RECONSTRUCTION OF COUNCILS DRAINAGE ON LOT 110 ON N
21846, (43) WITTA CIRCLE, NOOSA HEADS




                            THE SITE


                                                                        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
Full text of the other 3 pages

Page 2

                                                                                                                                                                                                                                                                                                                                     300RCP




                                                                                                                                                                                                                                         BM            WITTA CIRCLE
                                                                                                                                                                                                                                        RL : Na
                                                                                                                                                                                                                                          : 2 il in
                                                                                                                                                                                                                                             .30
                                                                                                                                                                                                                                                 5 Kerb                                                                    Lintel
                                                                                                                                                            2.16                      2.26       2.15                                                                    2.14                   2.16             2.112.1428        2 .11 2.11
                                                                                                                                                                                                                                                                                                                         2 .
                                                                                                                                                            2.28                            . 2 6   2.20                                                                                        2.28                           2.25      2.25
                                                                                                                                                                 Pa                       2                                                          2.20
                                                                                                                                                                                                                                                                                                          2.25 2.24
                                                                                                                                                                    lm                                                                                                                                             2.31        2.30
                                                                                                                                                  2.35           5     s               2.33                                                                                                                      5
                                                                                                                                                             2.3                                                                                                                                             2.3                        9
                                                                                                                                                                                                                                                                                                                         IL1.16




                                                                                                                                                                                                                                                                                                                             2.39 2.2 H
                                                                                                                                                   2.41         2.44    2.42                                                                                                             2.43                                             2.29
                                                                                                                                                                             6                                     2.29                                                                                         4 9               EJ
                                                                                                                                                                                                                                                                                                                  WM




                                                                                                                                                 Garden      4.41 Top 2.4                                                                60°43'05"                                2.484.19Top                2.                      2.35
                                                                                                                                                                                                                                                                                                       2.62           2. 59
                                                                                                                                                                   4.40                                                                   20.117




                                                                                                                                                                                  Top
                                                                                                                                                                                                          2.472.35                                                                                                           2.63




                                                                                                                                                                                  4.24
                                                                                                                                                                                                                                                      2.30
                                                                                                                                                             MH
                                                                                                                                                                                              2.53                                                                               2.71
                                                                                                                                                                                                                                                                                           2.58
                                                                                                                                                                                                                                                                                                                                                       4.20Top




                                                                                                                                                            LL : 2.63                                                                                                                                  2.61
                                                                                                                                                              :2.
                                                                                                                                                                  66
                                                                                                                                                                           S
                                                                                                                                                                                      1                                                                                          2.63                  2.56               2.56
                                                                                                                                                     Garden
                                                                                                                                                                           2 . 5 1 2.5 5
                                                                                                                                                                                                                                                                     4.20Top




                                                                                                                                                   2.68         . 6 8            2.492.4                                                                                                             2.56
                                                                                                                                                              2                                                                                                                         2.58
                                                                                                                                                  IO                  2.64                                                                            2.50                                                                                         2.60
                                                                                                                                                                                2.429.47 48
                                                                                                                                                                                       2. 1                                                                                    5.53G 2.56 2.58
                                                                                                                                                            2.68                       2.5
                                                                                                                                                    Pond                         0
                                                                                                                                                                           2.5                                                        2.                                             8.21G                   8.18G
                                                                                                                                                       2.68
                                                                                                                                                                                                                                                                                                                                   300RCP




                                                                                                                                                                                                                                     FF 55
                                                                                                                                                                                                                                        L                                        2.58




                                                                                                                                                                   8.61G
                                                                                                                                                                            2.49                                                                                                          2.58              2.59 2.57
                                                                                                                                                                                                                                                                                                           2.57                                                           Garage
                                                                                                                                                                                                            8.18G                                                          8.21G                5
                                                                                                                                                                                  Top4.25 4.38Top                                                                                              Ba .44             2.56 2.58 2.59                                                             Building Over
                                                                                                                                                                                                            8.44                                                                                 lco
                                                                                                                                                                                                                                                                                                                                                                  G8.38




                                                                                                                                                                                                                                                                                                     ny
                                                                                                                                                                           2.61                                                      Building Over

                                                                                                                                                                                                    2.502.49
                                                                                                                                                                                                                                                                                                                                                       4.19Top




                                                                                                                                                                                  2.58                      2.5                                              2.6                                                       2.95
                                                                                                                                                                   2.60                                    FF 6
                                                                                                                                                                                                                                                            FF 8
                                                                                                                                                                                                                                                               L                    9.60 Building Over                              2.56
                                                                                                                                                                                                             L                                                                      Roof
                                                                                                                                                                   2.57
                                                                                                                                                                                                                                                                                                                                                                             Building Over




                                                                                                                                                               G



                                                                                                                                                                            2.58                                                                                                                                                  2.95
                                                                                                                                                              8.59




                                                                                                                                                          2.58                                            2.6
                                                                                                                                                                                                              4                                                                                                                    2.55
                                                                                                                                                         2.582.56
                                                                                                                                                                                                                                                     Roof
                                                                                                                                                                                                                                                     10.66




                                                                                                                                                                                                    2.46 FFL
                                                                                                                                                                                                                            Re 2 S
                                                                                                                                                                                                                                                                                                                                                        4.31Top




                                                                                                                                                                                                                              nd tor
                                                                                                                                                                                                                                ere ey
                                                                                                                                                  2.572.57 2.56                                           2.45 6                   dH                                                                                         2.55
                                                                                                                                                                                                            2.4                      ou
                                                                                                                                                                                                30.614




                                                                                                                                                            2.54 2                                                                      se
                                                                                                                                                      2.6 2    2.6
                                                                                                                                                       2.43
                                                                                                                                                                                                                                                                                                                                              2.53
                                                                                                                                                                                                                                                            10.64




                                                                                                                                                                            2.62 2.40 .40
                                                                                                                                                                                     2 .43
                                                                                                                                                                                        2
                                                                                                                                                                                                                                                                                                                                              2.41
                                                                                                                                                                                                    2.38 5.51 Building Over
                                                                                                                                                                                                                                                                       Roof
                                                                                                                                                                                                                                                                       10.10




                                                                                                                                                                                                      2.38 2.66
                                                                                                                                                                                                                                                                                                                                  2.39
                                                                                                                                                    8.59G




                                                                                                                                                            Po                                                                                                                                                   2.38
                                                                                                                                                  2.73        ol                                    2.322.32                                         2.3431
                                                                                                                                                                                                                                                       2.                          Building Over
                                                                                                                                                                                                                           Balcony                    2.66                                                                                              2.33
                                                                                                                                                    2.43                                                                                                                                                                    2.37
                                                                                                                                                                                                                                                                                                                                                                     8.36G




                                                                                                                                                                                            2.26
                                                                                                                                                                                                                   5.45                                                  Balcony                                           2.34                                                                         8.36G
                                                                                                                                                                                                           8.46G




                                                                                                                                                                                             2.23                                                                            5.45
                                                                                                                                                                                                                                                                                                                                              30.614




                                                                                                                                                                                                                                                                                                         2.29 4
                                                                                                                                                                                                                                                                                                     2.13    2.2
                                                                                                                                                                                                            5 2.628
                                                                                                                                                                                                         2.1 2.0 2              Pa
                                                                                                                                                                                                                                  tio                                2.63
                                                                                                                                                                                   4.39 Top




                                                                                                                                                                                                                          .63                            2.63                                   1.99   2.11
                                                                                                                                                    2.35         2.35        2.01    1.97                                                                                                                                   2.10
                                                                                                                                                    2.12         2.12                             1.91                                                 Steps8.47G 1.91                                       2.35
                                                                                                                                                                                         .9 4                                                                                                   1 .9 6          De 2.34
                                                                                                                                                                                                                                                                                                                   ck
                                                                                                                                                                                                                                                                                                                                                        Top
                                                                                                                                                                                                                                                                                                                                                        4.32




                                                                                                                                                                     2.62        1.99 1          1.90                                       8 6   . 8 7                        1                         P                                                                                   Pool
                                                                                                                                                                                    3.40




                                                                                                                                                                                                                                        1 .     1                                .88 1.89
                                                                                                                                                                                                                                                                                                            alm
                                                                                                                                                                                                                                                               5          20.117           . 8 5
                                                                                                                                                                                                  1.86                                                     . 8                           1              86            2.34 1.88
                                                                                                                                                         1.17 2.10Top 1.87Top                                                                   1.86 1                                               1 .           6
                                                                                                                                                          0.76                                     Top                                             5 4           1 . 5 1 240°43'05" 1.84 .54 .18 0.7
                                                                                                                                                                      1.19                  1 . 66                                              1.                                  Top 1            1 .96 .670.77 1.85Top
                                                                                                                                                                                                                                                     1.84
                                                                                                                                                                                                                                                              1.85




                                                                                                                                                               0.9 6                                                                                                                                     0       0
                                                                                                                                                                           1.25                                                                                                                               0        0.70
                                                                                                                                                                                                                                                                                                         0 .7
                                                                                                                                                                          0.89                                                                  1.34                               1.32
                                                                                                                                                                                                                                                                                                                         IL 0.65




                                                                                                                                                         0.46                              1.32
                                                                                                                                                                                                                                                      6                             0.89
                                                                                                                                                                        0.48                                                                     0 . 8
                                                                                                                                                                                         0.61




Rev. - 10.06.16
                                                         DEBUILD T/A
                                                Title:




                             Date:
                                                                                                                                        Issue:




                                      Project




                  Checked:
                             Drawn

                  Drg No.
                                                          ABN 40 098 481 899




                             Design

                    Rev.
                                                                                                               Noosa Heads



                                                                               web:www.scg-engineers.com
                                                                               email:[email protected]
                                                                               Ph (07) 5455 5604
                                                                                                               Unit 1/11 Project Ave,


[OCR of page images]
 

 

DRAWING SIZE - Al

™

HEIGHT DATUM

LOT 110 ON N 21846
Level Datum AHD

Level Origin PSM 69515
RL 2.518

Survey information provided by
Max Watterson & Associates

 

 

 

 

       
  
   
  

300RCP

SW/EX

 

 

‘SW/EX

 

WITTA CIRCLE

LEGEND

~ INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

EXISTING SURFACE SPOT LEVELS.

— ——— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

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

INDICATES STORMWATER DRAIN EXISTING

— SW/eEX AS NOTED

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

 

www. dialbeforeyoudig.com.au

SAY DIAL 1100

"Wy BEFORE YOU DIG

 

  

 

 

 

 

 

   

 

 

 

 

 

 

 

 

    
  

 

 

 

 

 

SITE PLAN — EXISTING SURVEY

Scale 1: 100

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

SERVICES ARE 10 BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

 

 

 

 

 

 

an %
| | | $ |
i ° I
| 2 | |
s oS
! | | 5 5
CIMIL CONTRACTOR TO POT HOLE g | EXISTING COUNCIL DRAINAGE. TO | ao
AND EXPOSE EXISTING SERVICES © BETEMPORARY DIVERTED FOR :
TO CONFIRM DEPTH PRIOR TO c L — Bull - BASEMENT PROPOSED RESIDENTIAL
COMMENCING WORKS. TYPICAL ALL © » CONSTRUCTION, REFER DRG. C1.1 FOR _ 8.36G4
LOCATIONS. G8.38 DETALS. - Ig
| 2
z ZS TOP | '5
So oO I oO onannn -_ OD | lo
oO 8 4g _|4.31-Top rp Bounpary 9 Ss = 150°43'05 v4.32 los FX RCEW
nee RR EN
2 300RCP i A 8 eo Bs 5 Fae's
SW/EX SW/EX SW/EX SW/EK Se sw/ExX——S— sw/ex———sw/ex —S— sw Bk swyex x Ni AOIL 0.65
o. ol = SF pe,
OK \ rN NX iQ OX -
a | “N, ar 2 Lire o
Zz Ld e Ne Q Firat
ae te  Uigtetye
TT WS =
|g | WR es ~
\ 5 \yX | & It
¢ | | Si ~ Oe
ne is Lot 110 8 \ “! Qik
\ 7 a
| N21846 ° \ SRE BSB
o*% >| \ \ YLoIeR is
IS 2 EXISTING DWELLING 3| >10 \ Ss SB i, ee
— . oO
-T= === 49 & 70 BE DEMOUISIRD & | Sis 5 TE LB
| . Se \pt sig
Roof | a \ © | I<
| 10.10 @ ls!) \y®
Do, ‘ Beng --- Bas) ole
. og >, ea elt as
3 2 | ve f066 10.64 +78 © Q ©, 7.85
2 2 | y x “Kk oO . ail oO | ~=
“ e 3 Roof L a 8 84
= ee. oS =
. ig > T 7 TS SS 2
~
a 2 ag ! | gues
z)8 8 sx ) | | J) % is
3 Sp |= |s
l v& 3l J/~ | @ =
v 5 s > Qs
| = S| 35
2| G “Ko
| | a | Oo OL
| a | i oy &
© | % |
Olt é :
= = |

 

KEY

EX. SWPT EXISTING STORMWATER PIT

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

EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN

K&C EXISTING KERB & CHANNEL

NS.L. NATURAL SURFACE LEVEL

FH FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL POWER POLE

KERB EXISTING KERBING

QO 1 2 3 4 5

Canin >? ?m1:100 @ 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 |S 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.

6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS,
PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK
GUIDANCE DIRECTLY FROM THIS OFFICE

 

 

Revision

 

Description

Date

 

 

Iss

“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

C) sce

Unit 1/11 Project Ave,
Noosa Heads

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

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

 

Title:

EXISTING SITE & SERVICES

 

Project

Lots 110 N 21846
43 Witta Circle, Noosa Heads

 

 

 

 

Date: Dec 2020 Drawn 1H Design TH
Checked: Drg No. Rev
1:200 @ AS | Sera | |SOO086-C1.1 | -

 

 

 

Page 3

                               PROPOSED
                               RESIDENTIAL
                                DWELLING




                                                  IL 0.65
                   IL1.16
300RCP   SL2.11

                   IL1.16                     IL 0.65
                  (EXISTING)                 (EXISTING)




                               PROPOSED
                               RESIDENTIAL
                                DWELLING


                                                                              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

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

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