ADAMS+SPARKES Operational Works Application (Eenie Creek Rd) 160206

 

BLOCK WALL TO FUTURE
SPECIFICATIONS

 

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FOOTINGS & SLAB TO

 

FUTURE SPECIFICATIONS —~ ¥
BY ENGINEER

 

 

 

 

 

 

 

 

1
SCREW PIERS DIRECTLY BESIDE
SEWER TO BE FOUND BELOW +9——=|
SEWER INVERT. TYPICAL
1450 MIN.
PERP. TO SEWER

FOUND ALL SCREW PIERS
300mm MIN BELOW THE ZONE
OF INFLUENCE. TYPICAL

“FP,

Za

2720 MIN.

 

 

 

 

NOTE: ACTUAL DEPTH OF
SCREW PIERS TO BE
DETERMINED BY
CONTRACTOR ONSITE.
CONTRACTOR TO ENSURE
A SAFE DISTANCE
BETWEEN SCREW PIERS
AND SEWER AS TO NOT
DAMAGE EXISTING SEWER
DURING INSTALLATION.

 

 

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b

EXISTING 0150 uPVC SEWER LINE.
APPROX. INVERT LEVEL 16.33m
|

SECTION
SCALE 1:20

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

BLOCK WALL TO FUTURE BLOCK WALL TO FUTURE
SPECIFICATIONS SPECIFICATIONS
de
TT
FUTURE SPEGIF'CATIONS >| " FOOTINGS & SLAB TO
BY ENGINEER |+—FUTURE SPECIFICATIONS
BY ENGINEER

 

 

 

|
SCREW PIERS DIRECTLY BESIDE
SEWER TO BE FOUND BELOW =——+
SEWER INVERT. TYPICAL

  
   

1450 MIN.
PERP. TO SEWER

— MIN.

FOUND ALL SCREW PIERS
300mm MIN BELOW THE
ZONE OF INFLUENCE.
TYPICAL

 

 

   

 

 

 

 

 

 

 

 

 

 

 

NOTE: ACTUAL DEPTH OF
SCREW PIERS TO BE
DETERMINED BY
CONTRACTOR ONSITE.
CONTRACTOR TO ENSURE
7 ASAFE DISTANCE
BETWEEN SCREW PIERS
AND SEWER AS TO NOT
DAMAGE EXISTING SEWER
DURING INSTALLATION

 

 

fet,

EXISTING @150 uPVC SEWER LINE.
APPROX. INVERT LEVEL 15.49m
|

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    

 

 

 

FOUND ALL SCREW PIERS
300mm MIN BELOW THE ZONE
OF INFLUENCE. TYPICAL

NOTE: ACTUAL DEPTH OF SCREW
PIERS TO BE DETERMINED BY
CONTRACTOR ONSITE. CONTRACTOR
TO ENSURE A SAFE DISTANCE
BETWEEN SCREW PIERS AND SEWER
AS TO NOT DAMAGE EXISTING SEWER
DURING INSTALLATION.

 

 

1940 PERP. TO SEWER

 

 

 

 

 

 

 

 

 

SCREW PIERS DIRECTLY BESIDE
[> SEWER TO BE FOUND BELOW
SEWER INVERT. TYPICAL

| ra

EXISTING 0150 uPVC SEWER LINE.
APPROX. INVERT LEVEL 14.96m

 

 

 

 

 

 

 

 

 

 

 

 

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z |-—EXISTING BLOCK WALL
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NOTE: SCREW PIERS
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BOUNDARY TOBE FOUND RY ENGINEER
BELOWBASEOFEXISTNG & ae
FOOTINGS OF EXISTING 3 UW
STRUCTURES. ACTUAL S a |___EXISTING RETAINING
DEPTH OF SCREW PIERS WALL TO REMAIN
TO BE DETERMINED BY
CONTRACTOR ONSITE. |
EXISTING FOOTINGS EXISTING CARPARK SLAB
fo &SLAB
SCALE 1:20 SECTIONS NEAR SEWER SCALE 1:20
SCALE 1:50
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su se SITE DIMENSIONS & LEVELS WITH THE SUPPORTING
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™ S oe inf @t naineer: m. 2 z a A 47/10/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: TS
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