Civil Plans SCG 31131-OPW-2022.04.05.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

 

Drg No. 2121SDET

HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &

Level Origin PSM115316,
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd | /

RL 3.593m

 

 

48.07

__ 30h +

418.0

RAMP. sx.

YD

 

 

 

 

 

 

 

 

 

 
  
 
 
 
 
 
  

 

 

 

 

 

 

 

 

 

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

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 |

   

 

Ar/O BY
\

 

BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER
DETENTION REFER STORMWATER DRAINAGE
PLANS, CONSTRUCT FIRST PRIOR TO

CONSTRUCTION COMMENCING ACROSS SITE 10
ESTABLISH SEDIMENT BASIN
4
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xX Rl
cal a ve & _78'10'00" 95.916 Po oe S Oo
== == : © ‘ el 366, — 4 ot ~) aan we é / 410.94 rt
— ‘A104 __ — === === aii === 2 | 2 -0.723
[SS 0.176 0.807 . i ¢
0369 0.400 0.263 0.214 1.250 | | -0.149 = 0.696 e
- 0.525 0.933 0.774 | {
\ -
0.482 1.429
i \ -0.861
t= 1.140
| 1 | —=
1 |
: <i) 0.006) 28 -0.078 0,649 0) aT 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 100
=0.183 -0.114 | RP106085
\
0.450 NL 1085
0.520 . 0.431 :
0.277 ~0.533 0.188 0.860
- a F 13.13 7 a aT aE* NL _ y _
| 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,
SF 0146 REFER SECTION C-C FOR
* DETAILS.
0.690
0.520
~0.702 ~ —0.142 -0.655
0.764 -0.331 0.892
=0.155 ~ =0.497 0.257
Y 0.298 oO > .
yy \ \ Ne FAL

 

 

 

 

 

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

FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY

SITE PLAN — BULK EARTHWORKS

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

 

 

SLAB AS DETAILED
IN STRUCTURAL
DOCUMENTS

FFL AS

vw NOMINATED.

 

   
  
  

4

   

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

 

 

 

 

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
W.M. WATER METER

KERB EXISTING KERBING

 

 

 

 

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,
4 Noosa Heads
FL. | < | ') SCG smal sannsoyengrees om
S/EX INDICATES EXISTING SEWER LINE O/T 2 Nes? CONSULTING wena scp-ngineers.com
° AW ep as g
w INDICATES WATER MAIN APPROX . NOMINATED. Title:
ALIGNMENT, BUILDER TO CONFIRM EXACT 7 [eh BULK EARTHWORKS
LOCATION PRIOR TO WORKS 4 ra
1 INDICATES TELSTRA LINE APPROX | "SX FOOTING As
ALIGNMENT, BUILDER TO CONFIRM EXACT DETAILED IN Project
LOCATION PRIOR TO WORKS STRUCTURAL THIS DRAWING AND ASSOCIATED DETAILS .
- DOCUMENTS MUST BE READ IN CONJUNCTION WITH THE 89-93 Eumundi Noosa Rd,
- NOTES CONTAINED ON 31131-N NOOSAVILLE
_ INDICATES STORMWATER DRAIN EXISTING
SW/EX AS NOTED c “EN LEVELS DIAGRAM
TYPICAL SECTION Date: Apri 22 Drawn SR Design SR
INDICATES POSITION OF RETAINING WALL 7
Rw —— DRG OW3.4 FOR DETAIL 0 2 4 6 8 1041-000 © AT . Oe Drg No.
1:400 © A3 : S Richardson jl | J —OW3.1 .