2ND LODGEMENT REPS engineering · MCU22/0196

 

 

DRAWING SIZE — At

 

 

 

 

KEY CONSTRUCTION NOTES
GENERAL:

EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.

EX. SMH EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES
HEIGHT DATUM EX. SCP EXISTING SEWER CONNECTION POINT 3, SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE

E.0.B. EXISTING EDGE OF BITUMEN ARCHITECTURAL DRAWINGS.
LOT 2 & 3 ON MCH3881 K&C EXISTING KERB & CHANNEL 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
Level Datum AHD II NS.L. NATURAL SURFACE LEVEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
Level Origin PM 105735, RL 4.577 F.H. FIRE HYDRANT ENGINEER IMMEDIATELY.
Gympie Tce, Noosaville TP TELSTRA PIT 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING

, ; } EP. ELECTRICAL PILLAR SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL

Survey information provided by KERB EXISTING KERBING ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
Max Watterson & Associates RCEW REINFORCED CONCRETE END WALL THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.

SV STOP VALVE

WM WATER METER

EXISTING SIDE ENTRY
PIT OR SIMILIAR
GRATED PIT

SILT FILTER SOCK TO SURROUND
GRATES AND SIDE ENTRY INTO

 
  
   

    
  

 

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———— avr 2 6 4, Up
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KERB & CHANNEL +Lp —S—_ \ — CHAPLAIN PARK . /
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SILT FILTER SOCK DETAIL —— / ——— so oot -
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EX. SMH .

 

EXISTING STORMWATER

PROVIDE SILT FENCE
AROUND INLET AS PER
DETAIL ON THIS SHEET.

PROTECTION OF EXISTING STORMWATER PITS

wa

  

PROPOSED BASEMENT EXCAVATION
REFER SCG DRG. 32225 — OW3.1
FOR DETAILS

 

PROVIDE RUMBLE) GRATES
DURING SITE BULK EARTHWORKS.

80-120mm ROCK (NO FINES)
HARD STAND OVERLAY

FOR DELIVERY'S |DURING
CONSTRUCTION. TYPICAL.

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

   

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

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% WM #06 ,
— SLI = Shi —
LEGEND. : ws
CREATE BUNDING IN
TEMPORARY HARDSTAND
4\8 EXISTING SURFACE SPOT LEVELS. FOR DIVERISION INTO DUST MOBILISATION FROM WIND ACTION
SILT FENCES. TYPICAL. SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
a SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
* OPP TNS ELECTRICITY BE ener nnn STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
PROTECT EXISTING AROUND BASE OF STOCKPILES
INDICATES EXISTING SEWER LINE GYMPIE TERRACE LIER SOOk SURROUND.
, MAINTENANCE OF SILT PROTECTION
w—— INDICATES WATER MAIN APPROX REFER DETAIL.
ALIGNMENT, BUILDER TO CONFIRM EXACT SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION Revision | Description Date
LOCATION PRIOR TO WORKS MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY SUS.
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED ssue:
a INDICATES TELSTRA LINE APPROX IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION FOR APPROVAL
ALIGNMENT, BUILDER TO CONFIRM EXACT MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
LOCATION PRIOR 10 WORKS SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT DO NOT SCALE FROM THIS DRAWING
SUSCEPTABLE TO STORMWATER SCOUR. The design and associated details contained on this and associated
drawit ‘ight and t to be id duced without
— sw/ex INDICATES STORMWATER DRAIN EXISTING vgs cr cp adr ot ob wed feed whe
a. Unit 1/11 Project Ave,
——— —TSILF— SILT RETENTION FENCE 10 DETAIL SITE PLAN — SILT & SEDIMENT EROSION PLAN Noosa Heads
Scale 1 : 200 900(W) GEO-FABRIC SILT ~~] SILT RETENTION ¢ Ph (07) 5455 5604
INDICATES POSITION OF RETAINING WALL FENCE, FIXED TO SPIKES ——= THE CONTRACTOR IS TO INSTALL APPROVED SILT 2 \ eal inocp ene oo
RW TO STRUCTURAL ENGINERS DETAIL. AND BURIED 300 INTO s RETENTION FENCES PRIOR TO COMMENCING ANY Z fenuomewnass
STABLE GROUND. © EARTHWORKS, THE FENCE IS TO BE CONSTRUCTED ALONG
STE DRANAGE = CONSTRUCTION THE LOWEST BOUNDARY AND RETURNED UP SIDE Title:
SITE DRAINAGE — CONSTRUCTION BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT.
ONLY CONTRACTOR VO LOCATE alt Senwicre ENSURE GROUND PROFILE DURING CONSTRUCTION SITE_ DRAINAGE — CONSTRUCTION CREACE RUNOFF FROM WITHIN THE ALLLOMMENT Must SILT & SEDIMENT EROSION
PRIOR TO COMMENCING WORKS ON SITE. ALL FALLS TOWARDS THE CENTRE OF THE ALLOTMENT CONSTRUCTED STORM WATER PITS WITHIN THE SITE DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER PLAN
www.dialbeforeyoudig.com.au SERVICES ARE 10 BE PROTECTED IN. THEN TOWARDS THE FRONT BOUNDARY WHERE ARE TO BE COVERED UNTIL THE SITE IS COMPLETED 1200(L) 50 SQ. HOWD NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
ACCORDANCE WITH THE AUTHORITY RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT OR TO BE FITTED WITH SILT PROTECTION MEASURES SPIKES. 1800 GIRS DRIVE SURFACE BUNDING OR SCOUR PROTECTED DRAINS, THE Project
RESPONSIBLE FOR THE SERVICE FENCES. IN NO INSTANCE SHALL THE ALLOTMENT TO THE APPROVAL OF THE ENGINEER 600 INTO GROUND FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT .
DI AL1100 DRAIN INTO NEIGHBOURING ALLOTMENTS. FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE 130-152 Gympie Tce,
BEFORE YOU DIG SILT FENCE DETAIL  STALED Noosaville
: D Desi
Date: Sept 29 rawn 1H esign H
0 2 4 6 8 10 Checked: Drg No. Rev.
hunt 1m 1:200 © Al & ppg 5835
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