SCG Engineering Plans

                                                                                                           (Highset House)
                                                                                                              SP233494
                                                                                                                              CP
                                                                                                                                                                                                                                                35




                                                                                                                                                    8.




                                                                                                                                                                           8.
                                                                                                                                                      29




                                                                                                                                                                            34
                                                                                                                                                                                                                                              RP63879
                                                                                                                                                                                                                                            (Highset House)




                  1.3 O.Nail
                   1.2
                                                                                                                                                   Emt A




                     9




                                                                       1.6
                       8



                                                        Kerb

                                                               1.6
                                                                                                                                                                                                                                                                                              CP




                                                                         9
                                                                                                                                                   SP233494




                                                                6
                                                                                                                                                                                                                                                                                            SP124749




                         1.4




                                                                                                                                         1.7
                             0




                                                                        1.6
                                                                1.6
                                            1.4




                                                                                                                                             0
                                                                           9
                                                                   6
                                                    1




                                                                                                                                                                          1.7
                                                                                      1.7




                                                                                                                                                                                                                           1.9




                                                                                                                                                                                                                                                                                  1.8
                                           O.Nail




                                                                                                                                                                                                                                                                 1.8
                                                                                                                                                                           6
                                                                                         2




                                                                                                                                                                                                                              6




                                                                                                                                                                                                                                                                                      8
                                                                                                                                4.




                                                                                                                                                                   1.75
                                                                                                                                                                                                                                                1.8




                                                                                                                                                                                                                                                                    0
                                                                                                                                  71




                                                                                                                                                                                                                    1.7
                                                                                                                                                                                                                                                   5




                                                                                                                                                                                                                       7
                                                                                                                              1.6




                                                                                                                                                                                                         1.8
                                                                                                                                                                                         1.8
                                                                                                                                  8




                                                                                                                                                                          1.7




                                                                                                                                                                                                                                                                        1.7
                                                                                                                                                                                                           3
                                                                                                                                                                                             0
                                                                                                                                                                            6




                                                                                                                                                                                                                                                                           6
                                                                                                                                                                                       1.7




                                                                                                                                                                                                                                                                                  1.8
                                                                                                                                                                                        9
                                                                                                                  5.




                                                                                                                                                                                                                                                                                     1
                                                                                             1.6




                                                                                                                    37




                                                                                                                                                                                 1.7
                                                                                                9
                                            O.Nail in Kerb




                                                                                                                                                                                         4.
                                                                                                                                                                                  6
                                             RL 1.42m




                                                                                                                                                                                             99
                                               TBM




                                                                                                                                                                                                                                                                 1.7
                                                                                                                                                                                                                                  1.7




                                                                                                                                                                                                                                                                  6
NANNYGAI STREET




                                                                                                                                                                                                                                   5
                                                                     20.117m
                                                                      314°0'




                                                                                                                                   2.
                  1.3




                                                                                                      5. 5.3
                                                                                                       1.6 1.6




                                                                                                                                      34 L2. .35
                                           1.4




                                                                                                        10 9
                    3




                                                                                                          7 7
                                                                               Gate
                                                 4




                                                                                                                                         F 2




                                                                                                                                                                                                         1.8
                                                                                                                                                                                                 1.9
                                                                                                               1.6



                                                                                                                                            46




                                                                                                                                                                                                                                                                               1.8
                                                                                                                                                                                                            2
                                                                                                                                                                                                    6
                    Lip of Barrier Kerb




                                                                                                                   6




                                                                                                                                                                                                                                                                                  6
                                                                                                                                                                                                                                                                         1.8
                                                                                                                                                                                                                                                  1.8




                                                                                                                                                                                                                                                                           9
                                                                                                                                                                                                                                                       2
                                                                                                                             5.
                                                                                                                                13
                                                                                                                                      5.

                                                                                                                                        1.6




                                                                                                                                                                                   1.6
                                                                                                                                          09

                                                                                                                                           5




                                                                                                                                                                                       5.
                                                                                                                                                                                        9
                                                                                                                                                                                          01
                                                                                                                                                                                                         1.7
                  1.3




                                                                                                                                                                                                                                                5.
                                                                                                    1.6
                                          1.4 1




                                                                                                                                                                                                            4




                                                                                                                                                                                                                                                 07
                     6




                                                                                                       9
                                             6 .44




                                                                                                                                                                  1.6
                                                                                      Gate




                                                                                                                                                                   7




                                                                                                                                                                                                                                    1.8
                                                                                                                                                                                                                                        5



                                                                                                                                                                                                                                                           1.9
                                                                                                                                                                                                                                                            0
                  1.3


                                           1.4 6
                    6


                                              4
                                          1.4




                                                                                  1.6




                                                                                                                                                           1.7




                                                                                                                                                                                                  1.7




                                                                                                                                                                                                                                                                                      1.8
                                                                                                                                                                                                                                                           1.8
                                                                                     4




                                                                                                                                                              5




                                                                                                                                                                                                     1
                                                                                                                                                                                                                                                 5.




                                                                                                                                                                                                                                                                                       3
                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                      79
                                                                                  1.6
                             1.4
                              1.3




                                                                                       3
                                 6
                                  5




                                                                                                                                                                                                                 CP                                                                             2
                                                                                                                                                                                                                BUP6914                                                                     GTP101191




                                                                                                                                                                                                                                                                                                                          .                      .                                            .
                                                                                                                                                                                                                                                                                                                          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:   OPERATIONAL WORKS:
                                                                                                                                                                                                                                                                                                                                                 SURVEY & EXISTING SERVICES
                                                                                                                                                                                                                                                                                                                                    Project      Lot 36 Nannygai Street
                                                                                                                                                                                                                                                                                                                                                 Noosaville
                                                                                                                                                                                                                                                                                                                                    Date: Jan 2018             Drawn: CK               Design: TH
                                                                                                                                                                                                                                                                                                                                                               Drg No.




                                                                                                                                                                                                                                                                                                        Rev. - 10.06.16
                                                                                                                                                                                                                                                                                                                                                                                                  Rev.
                                                                                                                                                                                                                                                                                                                              Checked:
                                                                                                                                                                                                                                                                                                                                                               27285-OW1                                 .


[OCR of page images]
 

 

DRAWING SIZE - A2 CONSTRUCTION NOTES

 

 

 

 

 
  
  
     
 
  
   

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

KE GENERAL:
1. DO NOT SCALE FROM THIS DRAWING,
EX. SWPT EXISTING STORMWATER PIT 2. ALL DIMENSIONS IN MILLIMETRES
RC. HW. REINFORCED CONCRETE HEADWALL 5 SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
Oo at ORIN ooOE OF NUMEN 4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
.0.B. DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
HEIGHT DATUM K &C EXISTING KERB & CHANNEL 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
N.S.L. NATURAL SURFACE LEVEL
LOT 36 ON RP 63879 FH. : FIRE HYDRANT WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
|I| Level Datum AHD Tp TELSTRA PIT DIAGRAM.
N Level Origin PSM97268, RL 1.589m EP. ELECTRICAL POWER POLE
Survey information provided by KERB EXISTING KERBING
"KEVIN HOLT CONSULTING’
| ag EXISTING DWELLING ON
ne 22% | __, NEIGHBOURING SITE.
Le __ _ J \
\ | |
= | 35
TTT SS ee = Apa, (Haset House) EX. SMH
s |
of g a cP
< ( SP124749
“IL BP.
o |
= |
(
|
lx 2]
ao = =| a
BI sae
ig <=] |/3 2 \ EXISTING DWELLING
Ww . TO BE DEMOLISHED.
W 4
5 =
o 5 _, EXISTING TREES ON i
L cS SITE TOBE REMOVED.
a gas |
© gS | wr
>= g :
Zz a | Ne
2 ° 8 EXISTING SHED-T0.
Zz I & BE DEMOLISHED:
a si +
/| Ff zI
|| |F el SHIPPING CONTAINER
| | BE REMOVED.
| b-
Jin | Too SS RP. BOUNDARY =~. tti—<‘i‘;<CS;S
= |
/ 1 T _ ~ tes tee
A 7 ]
| AQ ( J : |
ip) aie 2S |e
| . Oo BUP6914 | GTP101191
LEGEND | | a !
INDICATES EXISTING SURFACE CONTOUR | + |
— AND LEVEL TO AHD. "
a
SV __EXISTING SURFACE SPOT LEVELS. SITE PLAN — SURVEY & EXISTING SERVICES
Scale 1: 200
E INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
INDICATES EXISTING SEWER LINE ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN . . .
T INDICATES TELSTRA LINE APPROX ACCORDANCE WITH THE AUTHORITY RESPONSIBLE Revision | Description Date
ALIGNMENT, BUILDER TO CONFIRM EXACT FOR THE SERVICE Issue:
LOCATION PRIOR TO WORKS ~ FOR APPROVAL
Ww INDICATES WATER MAIN APPROX

 

 

email:[email protected]

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

~~ Unit 1/11 Project Ave,
ALIGNMENT, BUILDER TO CONFIRM EXACT Noosa Heads
LOCATION PRIOR TO WORKS Ph (07) 5455 5604

 

DEBUILD T/A

 

www.dialbeforeyoudig.com.au Title: QPERATIONAL WORKS:

 

 

SURVEY & EXISTING SERVICES
D | A L1100 Project Lot 36 Nannygai Street

BEFORE YOU DIG Noosaville

 

 

 

 

 

Date: Jan 2018 Drawn: CK Design: TH
p

 

 

 

fnnnnt—1_?>——1_fm1:100 @ A2

S Richardson

 

 

 

Checked: Drg No. Rev,
RPEQ 5835 4 27285-OW'1 .

Rev. 10.06.16