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SCG 29106-C Issue 1 12.08.2020 · OPW20/0134

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                                                                                                                                                                                                                                                                                                                                                                                                     Se
                                                                                                                                                                                      44.60 Gutter                                                                                                                                                                                                 LL we
                                                                                                                                                                                                                                                                                                                                                                                                     :3 r M
                                                                                                                                                                                                                                                                                                                                                                                                       7.
                                                                                                                                                                                                                                                                                                                                                                                                          90 /H




                                                           43.50




                                                                                                                                                                                                     41
                                                 43.69
                                         44
                                                                                       3




                                                                                                                                                                                                                                                                     40
                                                                                                                            42
                           44.83                                     43.20
                                                                                     4                                                                                                                                                                                                                                                                                                                                     3837.82




                                                                                                                                                                                                                                                                                                                            39
                                     44.43     Bl                                                                                                                                     41.40   40.65     40.92
                                                                                                                                                                                                         40.52        40.21                                                                                                           38.85                                                  38.19
                                                 oo                              .47




                                                                                                 Retaining Wall
                                                   dw               Fig43               9
                                                                                        42.5              42.37                          41.88                  41.52      41.11               40.52 404.3  7                                                                  39.81
                                                                                                                                                                                                          0 .30       40.23




                                                                                                    Timber
                                                                                                                                                                                                                                                                                                                  39.19




                                                                                                                                                                                                                                                                                                                                                                                                                                                         37.53
                                                      o   od                                                                                                               IO                                        Ex                                                                                                                                                         Sc
                                                                             42.82                                                 41.89                                           40.89       40 .48        40 .2 0    ot                                                                                                 38.91
                                                                                                                                                       41.86   41.52 41.41       2   4 0 .6 4        40.30                 ic                                                                                            Sc
                                                                                                                                                                                                                                                                                                                                                                                  ru
                                                                                                                                                                                                                                                                                                                                                                                       b 38.15                         37.75
                                                                                                                                                                           41 .1             40.37         5
                                                                                                             41.90                                                                                    40.2                                                                                                                  ru




                                                                      Retaining Wall
                                                                                        42.47                                                                                                                                                                                                                                  b                 38.38                                                                      Pump




                                                                                                                                                                                                                                                                                                                                                                                     38.05



                                                                                                                                                                                                                                                                                                                                                                                                         37.61
                                                                                          42.25                                                                                                                                                                                                                                                                                                                             Shed




                                                                          Block
                                                         43.45                                        41.88                                                                                                                                                                                                                                 38.40                                                                          37.72
                                                                                                                                                                                                                                                                                                                                                     38.41




                                                                                                                                                                                                                                                                                                          39.04
                                                                                                                                                                                                                                      40.2240.20                                                                                      38.42
                                                                                                             .86 41.86                                                                                                                                                                                                                       38.43      38.52                                                                    37.68
                                                                                                       Se 41                                                                                                                                                                                                             38.84                                                                      38.52
                                                                                               42.0 8     p
                             44.13                                     42.66                          Ta tic                                                                                                                                                                          39.32                                      38.59                                38.51




                                                                                                                                         Steps
                                                                                                        n               k
                                                          43.20                                                                                                                                                                                                                                                                       38.45                                                                                       37.60
                                                                                  42.28                41.85                                                                                                                                     40.07                                                           39.03
                           44.33                                                                                                                                                                                                                                                   39.37




                                                                                                                                                                                                                                                                                                 39.19
                                                                                                                                                                                                                                                  39.99                                                                    38.63                                 38.52                                         38.54
                                                                                                      41.73




                                                                                                                                 Steps
                                                                                                                                             41.05                                                                                    40.01                          39.78                                                            38.46




                                                                                                                                                                Two Storey Rendered
                                                                                       41.78                                                                                                                                                     39.91
BOWMAN




                                                                                                      41.70
TERRACE




                                                                                                                                              41.02                                                                                                                                                                  38.46                                            38.52




                                                                                                                                                                  & Timber House
                                                                                                      41.66                                                                                                                                                           39.74                                                                                                            Po




                                                                                                                                                                                                                               Deck
                                                                                                                                                                                                             FFL:40.79
                                                          43.20 42.4
                                                                     3                  41.77                                                 40.86                                                                                              39.82
                                                                                                                                                                                                                                                                                                                                                                                             ol
                                                                                                                                                                                                                                                                                                                         38.39                            38.43
                                                                                                                                                                                                                                                                                                                                                                                                              38.52
                                             43.32 43.22                                                                                                                                                                                                                       39.22                                       Pa
                                                                                                                                                                                                                                                                                                                              lm                                      38.52
                                                                                                                                                                                                                                                                                                                                                                                                                              37.53




                                                                                                                                           FFL:43.25
                                                                                                                                                                                                                                                                   39.55
                                                                                                                                                                                                                                                                                         38.99                                                                                                                                37.43
                 44




                           43.87                                                                                                                                                                                                                                                       Pa                                38.13
                                     43.70                                                                                                                                                                                                                                                lm                               38.36         38.38
                   43.93                                           46.20 Roof                                                                                                                                                                                       39.05                                                                  38.33
                                                                                                                                                                                                                                              39.43                                                                        38.04                 38.36
                                                                                                                                                                                                                                                                              38.79                                                                                                                                         37.35
                                                                                                                                                                                                                                  39.71                                                                                            3 7.99  37.9 1
                                                                                        Carport




                                                                                                                                                                                        46.49 Roof
                                                                                                                                                                                                                                               39.21                                                                                               38.51                                                38.55                 37.72
                                                                                                                                                                                                                                                                              SmClum
                                                                                                                                                                                                                                                                                all p                                                                                         38.53              38.52 37.17
                                                                   43.22                                                                                                                                                                                                           Bo of
                                                                                                                       40.89                                                                                             39.89 S                                                     x                                                                                 37.59                  37.48
                                         43.23                                                                                                                                                                                   cr           39.20                                           38.32                                                                                                 IO 37.7
                                                                                                                                                                                                                                                                                                                                                                                                            2
                                                     42.32                             41.64                                                           40.83                                                             39.84 ub
                          43.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                         37.12
     BM                                                                                                                                                                                                                                                38.89
    RL : S       43.54                       42.81 42.29
                              43.20                                                                                                                                                                                                                38.89                      38.60                              37.93                                                    Timber Retaining Wall
      : 4 rec
         3. w
                                                          42
                                                                                  41.52                                   41                     40.83
                                                                                                                                                                                        40                                             39
                                                                                                                                                                                                                                                                                                                                                                                                                                36.71
                                     43




                                                                                                                                                                                                                                                                                                                                          37.46




                                                                                                                                                                                                                                                                                              38
           73 in
                 Bi     43.43
                   tu
                      m
                       en




                                                                                                                                                                                                                                                      45.91 Roof




                                                                                                                                                                                                                                                                                                    45.28 Roof




                                                                                                                                                                                                                                                                                                                                                                                                                              from Unitywater Records.
                                                                                                                  44.84 Gutter




                                                                                                                                                                                                     46.45 Roof
                                                                                                                                                                                                                                                                                                                                          .                       .                                                    .
                                                                                                                                                                                                                                                                                                                                          Revision                Description                                          Date
                                                                                                                                                                                                                                                                                                                                                        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:    EXISTING SURVEY

                                                                                                                                                                                                                                                                                                                                                    Project       12 Bowman Tce
                                                                                                                                                                                                                                                                                                                                                                  Sunshine Beach
                                                                                                                                                                                                                                                                                                                                                    Date: Aug 2020              Drawn: TH                       Design: TH

                                                                                                                                                                                                                                                                                                                                              Checked:                          Drg No.

                                                                                                                                                                                                                                                                                                                                                                                 29106 - C1                                         .




                                                                                                                                                                                                                                                                                                                                      R


[OCR of page images]
 

 

DRAWING SIZE - A2

 

HEIGHT DATUM

LOT 738 ON RP 48111
Level Datum AHD YY;
Level Origin PM19114, RL 60.135m

Survey information provided by MAX y
WATTERSON & ASSOCIATES.

 

 

 

LEGEND

_---77 INDICATES EXISTING SURFACE CONTOURS
48.07 AND LEVELS TO AHD.

4180 EXISTING SURFACE SPOT LEVELS.

 

 

INDICATES EXISTING 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

SA DIAL 1100

BEFORE YOU DIG

 

  

>

 

 

“43.32 45.22

BOWMAN
TERRACE

 

KE
EX. SWPT EXISTING STORMWATER PIT
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL

F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR

KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL

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.

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

SITE PLAN — SITE SURVEY & EXISTING SERVICES

Scale 1: 200

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

 

 

 

5 | Checked: Drg No.
ruunn———1_——_7™1:100 @ A2 _— | RPEQ 5835 29106 - C1

SV STOP VALVE
l 44.0U Gutter \
“Bs ty
> °DH 9
&
a a 2 40.21 8.85 49
5 : 38. 8.
Q BAT 49 5982.37 48 a1 * %9 81 * x
“ha, 8 SY [email protected] * 39.19
Cog X12 82 3\s AW 6.30 40.20 Sop x 438.91
Xs” 02 %
J Far AK 40.
s
2983.45 3 g 42.2
42.66 M2. [email protected] SY a 3X
42.28 8 40.07
99
x x 39.
( ",08 40.01 69.18
4A.78 TOT oo = 39.91
* b % © 69.74
34 {6px n n O ,
432044249 44.77 (d.86 3! S Bt o 39.82
x se Ss) *
7m s ww 5
a [email protected]
ye 3 8
oo 5 2
46.20 Roof nN ® 3 39.43 439.05
5 9.71 *
Carport 5 3 02"
o
a 3
W322 40.89 2 39.20 7 98.32 37.59 37.48 37.72
XK 64 S K C a Ky: . t .
0.83 on oe
Sé A! 4 39.84 % 38:89
© —x x 428.89 38.60 37.93 . Timber Retaining Wall
as? a 37.46 36
.x%

 

 

 

Revision | Description

 

Date

 

issue: FOR APPROVAL

 

DEBUILD T/A

email:[email protected]

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

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

 

Title: EXISTING SURVEY

 

Project 12 Bowman Tce
Sunshine Beach

 

Date: Aug 2020 Drawn: TH
fp

 

Design: TH

 

 

 

a} S Richardson

Rev.

 

 

 
Full text of the other 2 pages

Page 2

                             44
                                       43




                                                                 42
                                  W
                                   M

                                                                                                                          IO




                                                                                           73
                                                                                          53 8
                                                                                                  1m
                                                                                                                      ²




             BOWMAN
             TERRACE

                       44




                                                                41
                                  42                                                                      40




                            43
A




                                                44.84 Gutter
B




C
D
    Garage



E
                                                 .                       .                                            .
                                                 Revision                Description                                  Date
                                                                Issue:
F
G                                                                                                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:   DRIVEWAY & ACCESS PLAN

                                                            Project      12 Bowman Tce
                                                                         Sunshine Beach
                                                            Date: Aug 2020             Drawn: TH               Design: TH

                                                     Checked:                          Drg No.

                                                                                       29106 - C2.1                            .




                                            R

Page 3

Revision          Description                                                      Date
.                 .                                                                .
.                 .                                                                .
.                 .                                                                .




           .                      .                                            .
           Revision               Description                                  Date
                         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:   DRIVEWAY LONG SECTION AND
                                  DETAILS
                     Project      12 Bowman Tce
                                  Sunshine Beach
                     Date: Aug 2020             Drawn: TH               Design: TH

               Checked:                         Drg No.

                                                29106 - C2.2                              .




      R

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