SCG 31131-Civil Issue 6-2022.03.09.pdf

     .2   6
  15
 WM
WM




                                                                       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
              THIS DRAWING AND ASSOCIATED DETAILS
              MUST BE READ IN CONJUNCTION WITH THE
              NOTES CONTAINED ON 31131-N
                                                                          Date:       Drawn                Design

                                                                           Checked:   Drg No.                        Rev.




                                                     Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — Al

 

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 
 

   
   
        
      
   

   
   

43077

__ 30h 5

4480

RAMP. x.

YD

 

 

 

 

 

 

 

 

 

 

REAR OF UNITS FINISHED SURFACE LEVELS TO ALLOW FOR
OVERLAND FLOW TOWARDS BIO-RETENTION /DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE

     
   
   

MINOR FILLING TO ALLOW REAR OF UNITS
OVERLAND SURFACE FLOWS INTO BI-RETENTION

PLANS

Nr / 111

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

I)

 

x

 

 

==

LEGEND

INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.

INDICATES FINISHED SURFACE GRADE

EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

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

INDICATES AREA OF FILL

INDICATES AREA OF CUT
INDICATES LOCATION OF SECTION LINES

LY
Ke A
RW ——RW ——RW —eRw tt-Rw —RwW —RW \—RW —RW
FALL | FALL

 
 
  
  
  
  

   
  

m

a Ae

0 — OX,
| / x

SITE PLAN — BULK EARTHWORKS

Scale 1: 200

 

 

oe

ao

79° 10°00”

 

: 03107]

—— RW ——RW —— RW

<ALL oso-ig'35” 94.963 <ALL us

 

 

 

 

 

 

35-3 EW —

 

JSD DDN ag
[[ Tag

 

 

BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER
BED DETENTION REFER STORMWATER DRAINAGE

 
    

 

 

 

* LOT 100
RP106085

 

BATTERED LANDSCAPING
DOWN TO BLOCKWORK FENCE
GRADE SURFACE TOWARDS

~ —\— = ~~ =B10-BASIN

 

 

 

 

 

 

 

 

 

 

 

FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY

 

 

 

BLOCKWORK RETAINING WALL AT EDGE OF
UNIT TERRACE AREA SET IN FROM REAR
BOUNDARY, MAINTAIN EXISTING SURFACE
LEVELS BETWEEN WALL AND BOUNDARY

BLOCKWORK FENCE ALONG
BOUNDARY FOR SOIL AND
STORMWATER RETENTION

 

 

S/EX

 

 

Sw

—— Sw/EXx

 

RW —

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

INDICATES SEWER LINE PROPOSED AS
NOTED MIN 1 IN 60 FALL UNLESS NOTED
OTHERWISE

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

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

INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

INDICATES POSITION OF RETAINING WALL
TO FUTURE DETAIL

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

 

 

    

SLAB AS DETAILED
IN STRUCTURAL
DOCUMENTS

 

 

 

 

 

 

  

 

 

( LEVELS DIAGRAM
TYPICAL SECTION

 

NOMINATED.

, Th. FOOTING AS

DETAILED IN
STRUCTURAL
DOCUMENTS

 

 

THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N

 

 

finnnn-—t_ p+ ‘'m1:200 © Al
1:400 © A3

KE
EX. SWPT EXISTING STORMWATER PIT
EX. RCHW REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
£.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER

KERB EXISTING KERBING

 

 

 

 

 

 

Rev A
B THO6 /07/08/09 REVISED 09.03.22
A BINS MOVED TO FRONT OF SITE 22.02.22
Revision | Description Date
Iss\

Rev. - 10.06.16

* FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

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

 

Unit 1/11 Project Ave,
Noosa Heads

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

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

ENGINEERS

DEBUILD T/A

 

Title:

BULK EARTHWORKS

 

Project

89-93 Eumundi Noosa Rd,
NOOSAVILLE

 

Drawn Design

Pate: May 21 SR

 

SR

 

 

Checked: Drg No. Rev.
Fidean | O1131-C3.1) B.