Civil Plans SCG 31131-OPW-2022.04.05.pdf

                  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




                     Date:       Drawn                Design

                      Checked:   Drg No.                        Rev.




Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — At

 

  

 

www.dialbeforeyoudig.com.au

SAY DIAL1100

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81 on RP71151
Level Datum AHD

Cooloola Land Surveys Pty Ltd
Drg No. 21215DET

 

HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &

Level Origin PSM115316, RL 3.593m ay

Survey information provided by Noosa

 

 

  
 

 

EXISTING CONDITION SURVEY
A PHOTOGRAPHIC SURVEY OF THE EXISTING KERB &
CHANNEL AND FOOTPATHS FRONTING THE SITE IS TO
BE COMPLETED AND ISSUED TO COUNCIL PRIOR 10
THE PRE-START WORKS MEETING WITH COUNCIL.

 

      
 
  
 
    

48.07

+180

— Sw/eEx

——— — sit

LEGEND

INDICATES EXISTING SURFACE CONTOURS
AND LEVELS TO AHD.

EXISTING SURFACE SPOT LEVELS.

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

SILT RETENTION FENCE TO DETAIL

900(W) GEO-FABRIC SILT FENCE,
FIXED TO SPIKES AND BURIED ——-
300 INTO STABLE GROUND.

1200(L) 50 SQ. HOWD

SPIKES, 1800 CTRS DRIVE

600 INTO GROUND.

  
   
 
 
  
 
 
   
  
 
  
  
  
      
    

 
   
  
 

 

 

SILT FENCE DETAIL

 

 

| .
/ | x oo / SIL — ~~ EXISTING SITE DRAINAGE GULLY PIT PROVIDE
— Ae —_ SILT BARRIER SURROUNDS DURING
| xix Poe =I | CONSTRUCTION OF DETENTION BASIN
. ee > \ RETAINING WALLS. FULL INFLOW CAPACITY TO
ee So - 's | \ BE MAINTAINED DURING CONSTRUCTION
x 49101007 292 “SIL T | ° °\ mes x
. ey | BLOCKWORK WALLS FOR DETENTION \
us ae SIL . \ (489) FONE AND BIO-RETENTION BED _ »
2 eee NN Lot 89 ; CONSTRUCTED TO CREATE \. \ * CS /
<\\ I Te | \ RP7119 SILT/SEDIMENT SETTLEMENT BED TO \ ~x
a SIL | + | \ oe SERVE TE THROUGHOUT . jx SLOTTED 150 DIAM PIPES
e =e 2 \ + CONSTRUCTIQN WORKS. PROVIDE GAPS AT 1.5m CIRS WITH 298
DARN ‘ oT . | \ Lv om
QUN — Q IN WALLS TO ALLOW SURFACE RUNOFF
RP B : \Li— ~ | S DIAM MANIFOLD CONNECTING
_ SSS 2 | \ \ INFLOWS INTO THE BED. \ eet ate PIPES TO EXISTING PIT
oo ( Q \ : \ sewer Nan —
— \ oO Field Inlet \ \ \ \ NX ©
\ oe \ \
\ “6 \ * \ \ .
80-120mm ROCK (NO FINES) \ + at \ \\
HARD STAND OVERLAY \ s \ < * x
FOR“DELIVERY’S DURING \ \ \ A/G MO
CONSTRUCTION. TYPICAL. \. \ oo s \ FE / SILT FENCES 10 DIVERT
\ oN 79100 \ B FLOWS INTO CONSTRUCTED
\ \ 95912 \ Ne S DETENTION BASIN.
4 rN 414.88 \ Na vd
& XN —_ Q
1 HI \ \ we \ \ wo — 7 . i £
HL : + \
PROVIDE RUMBLE GRATES NO +
|| [Pt DURING SITE BULK ie \ NUL Hv sy ea
IHL EARTHWOR emery 2 \ “ S bf],
IL “hore \ ~ ‘ wey 7
e \ + 0 eB ow/eX MAINTENANCE OF SILT PROTECTION
PU X “xz — _, ee x SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
. pew awe MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
_ ure 73,918 x BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
sw Ent EE x * / IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
é MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
J \ x SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
\ 15.13 a Jf ~™ SUSCEPTABLE TO STORMWATER SCOUR.
\ \ Sewer Manhole .\
Z SY DUST MOBILISATION FROM WIND ACTION
x “ SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
99 \ \ SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
SP106085 x * STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
NK \ AROUND BASE OF STOCKPILES
x
\ > C ;
KR \ x ~ \. x
. A
fo x
% SITE DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
ee TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS
~ THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH
. x THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL
KR / THE ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS.
NSO * 82
SITE DRAINAGE — CONSTRUCTION
SP138388 CONSTRUCTED STORM WATER PITS WITHIN THE SITE
ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
OR 10 BE FITTED WITH SILT PROTECTION MEASURES
TO THE APPROVAL OF THE ENGINEER
x
x
x
\ RP129020
\ x
x \\ -
~ RAISE EXISTING PIT INFLOW LEVEL — —
IF REQUIRED TO ACHIEVE SEDIMENT SETTLING POND MIN 80m? PLAN AREA Revision | Description Date
SETTLING DEPTHS, PROVIDE SILT 20-40mm GRAVEL OVERLAYING THE SLOTTED Issue:
FENCE SURROUND PIPES, OVERLAY GRAVEL WITH GEOFABRIC BLANKET,
EXTEND UP EDGE BERMS & PIN TO GROUND, FOR APPROVAL
SLOTTED PIPES AS BUILDER TO REPLACE GEOFABRIC AND REMOVE
NOTED ON PLAN, SINGLE CAPTURED SILT AFTER STORM EVENTS OR AS DO NOT SCALE FROM THIS DRAWING
SITE PLAN = SILT & SEDIMENT EROSION PLAN CONNECTION POINT T REQUIRED. The design and associated details contained on this and associated
: EXISTING SW PIT drawings are copyright and are not to be used or reproduced without
Scale 1: 200 DETENTION BASIN the written permission of SCG Consulting Engineers.
PERIMETER BLOCKWALLS | ;
CONSTRUCTED FIRST TO [| INFLOW Ba Neooe eae
EXISTING STORMWATER ESTABLISH THE \ SEDIMENT | | <— SCG
INLET SEDMENT BASIN rpaaaaa SETING 20. | 5 snatsnso engin
3 b:www.scg-engineers.com
SILT RETENTION, egg Nf NATURAL SURFAQE d fon coon a8
THE CONTRACTOR IS TO INSTALL APPROVED _ VOT 7 Tit
SILT RETENTION FENCES PRIOR TO _-7 We:
COMMENCING ANY EARTHWORKS. THE FENOE --7 O WAS 10 ALOW SITE SILT AND SEDIMENT
So = INFLOW INTO BASIN
LOWEST BOUNDARY AND RETURNED UP SIDE LI CONTROL
BOUNDARIES TO ENSURE FULL STORMWATER
ENTRAPMENT. SURFACE RUNOFF FROM OUTFLOW Project
WITHIN THE ALLLOTMENT MUST DRAIN .
TOWARDS THE FENCE AND SHALL NOT OUTFLOW FROM PIPES 89-93 Eumundi Noosa Rd,
ENTER NIEGHBOURING ALLOTMENTS PROVIDE SILT FENCE AROUND PASTING SHALE DRAWN NOOSAVILLE
THROUGH THE USE OF SURFACE BUNDING INLET AS PER DETAIL ON THIS
OR SCOUR PROTECTED DRAINS. THE FENCE SHEET. Date: April 22 Drawn SR Design SR
MUST REMAIN IN PLACE UNTIL SUCH TIME
THAT FINISHED LANDSCAPING AND PROTECTION OF EXISTING STORMWATER PITS TYPICAL SECTION SEDIMENT BASIN. Checked: Drg No. Fev
DRAINAGE. MEASURES ARE INSTALLED. fnnnnt——1_ 8 Pm1:200 @ At} appeg sa35
1:400 @ A3 A S Richardson 3 | 3 -OW2.1 .

   

 

x*

x
x * #87 Lot 79 CONSTRUCTED SEDIMENT
RP7/71151 BED TO DETAIL MIN 80m2
x PLAN SIZE, OUTFLOW TO
x EXISTING SITE. DRAINAGE
x SILT FENCES TO DIVERT

FLOWS INTO CONSTRUCTED
DETENTION BASIN.

 

 

 

GULLY PIT 24

   
  

/ 101
// SP106085

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