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SCG 31131-OPW-2022.05.19-Issue 2.pdf

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                                                                       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

 

 

 

 

81 on RP71151
Level Datum AHD
Level Origin PSM115316,

Drg No. 2121SDET

 

HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &

Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd | /

RL 3.593m

 

 

48.07

__ 30h +

418.0

RAMP. sx.

YD

 

 

 

 

 

 

 

 

S/EX

—— Sw/ex

 

RW ———

 

 

 

 

 

 

 

 

 

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, REFER DRG OW3.2 FOR DETAILS

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

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 EXISTING
AS NOTED

INDICATES POSITION OF RETAINING WALL
DRG OW3.4 FOR DETAIL

 

 

 

 

 

 

CONTRACTOR TO PROTECT ALL EXISTING
NEIGHBOURING STRUCTURES FROM
UNDERMINING DURING CONSTRUCTION
REFER CRITICAL DEPTH LINE DIAGRAM DRG
OW3.4

SITE PLAN — BULK EARTHWORKS

Scale 1: 200

-0.702

 
  
 
 
 

 

REAR OF TOWNHOUSES UNITS SET AT EXISTING SURFACE
LEVEL WITH A FORMED ROCK LINED SWALE TO ALLOW FOR

OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
REFER SECTION B-B

   

 

BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER
DETENTION REFER STORMWATER DRAINAGE
PLANS, CONSTRUCT FIRST PRIOR TO
CONSTRUCTION COMMENCING ACROSS SITE TO
ESTABLISH SEDIMENT BASIN

 

 

 
 
 
  

 

 

 

 

 

   

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
  

| NLA IN y
a 2 Q | /
x x | x x ‘§
oe ea we ft ‘ ,38'10'00” 95.916 2 oe Ra ——— _%
__ = “4 6 ‘ 388" | — et po __ Be __ we C ft
—— RW _—— RW 0.807 ey —_/pw —_ ae | -0.723 ¢
0.176 : 0.400 1.250 | =0.149 = 0.696 ¢
0.369 } 0.263 0.214 ;
~ 0.525 0.933 0.774
\ -—— _
0.482 1.429
TF 1.140
| = =
<i) 0.006) 28 -0.078 0,649 ao) 708 07 -0.120 0.223
0.151 0.950 0.932 -1.116 ;
0.014 WO) py
0.148 -0.200 0.249 =k LOT { 00
=0.183 =0.114 3 | RP106085
0.053 0.988 |
0.450 \ |
— 0.520 = 0.431 |
0.277 0.535 0.188 0.682
lc Ne F 13.13 7 XE 59°70 35" a a = -—
| SW/EX rE sw/er. 23.976 SW/EX SW/EX ‘SW/EX
0.837 BLOCKWORK FENCE ALONG
0.275 REAR BOUNDARY FOR
STORMWATER DIVERSION
0.981 -0.187 TOWARD DETENTION BASIN,
ae 0146 REFER SECTION C-C FOR
~ DETAILS.
0.690
0.520
0.142 —0.655
-0.764 -0.331 0,892
-0.155) (p98 -0.497 0.257

 

 

FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY

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

FFL AS

vw NOMINATED.

 

 

   
  

4

 

a

   

 

 

 

 

 

 

FPL AS
NOMINATED.

 

: TK. FOOTING AS

 

DETAILED IN
STRUCTURAL
DOCUMENTS

( wr LEVELS DIAGRAM
TYPICAL SECTION

 

 

 

 

 

   

RETAINING WALL AT EDGE OF UNIT TERRACE
AREA SET IN FROM REAR BOUNDARY,
MAINTAIN EXISTING SURFACE LEVELS
BETWEEN WALL AND BOUNDARY, REFER DRG
OW3.4 FOR WALL TYPE

 

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

 

 

 

Annant—1_p>——7_'"m1:200 © At

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

BLOCKWORK FENCE /BASIN
RETAINING ALONG REAR
BOUNDARY FOR DETENTION
BASIN WITHIN SUBJECT SITE,
REFER SECTION D-D FOR
DETAILS.

 

 

A Revisions for Council RFI 19.05.22

 

 

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.

 

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

 

 

 

 

 

89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 29 Drawn SR Design SR

Checked:
RPEQ 5835
S Richardson

Rev. - 10.06.16

31131 -OW3.1) A.

 

 

 

 

 

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