08/2078 - Approved plans [As Published] · 132008.2078

 

LEGEND

STORMWATER DRAINAGE
EXISTING SEWER

SUMP GRATE & FRAME EQUAL TO WEBFORGE Do
MODEL GSG 44H.

250 WIDE TRENCH DRAIN HAVING A 310 WIDE
GRATE AND FRAME EQUAL TO
WEBFORGE MODEL GTG 25H

PROPERTY BOUNDARY

SURFACE LEVEL
RL 8.20
1000 INLET “ -
IL 7.84 v4, ;

 

 

 

 

2 OF 1008 90°
BEND TO ATLANTIS

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silt trap

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

~—~AAtlantis Geotextile
| Atlantis Drainage Cell

 

 

 

 

 

 

 

 

 

 

 

 

"ATLANTIS” TANK MODULE
DETAIL

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GENERAL NOTES. As

1) OBTAIN ALL NECESSARY APPROVALS ‘FROM ALL AUTHORITIES HAVING JURISDICTION
AND PAY ALL FEES DUE. : os .

2) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY
HAVING 5, JURISDICTION AND WITH THE REQUIREMENTS OF ALL RELEVANT AUSTRALIAN

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INSTALLATION OF ANY ASSOCIATED SERVICES. me nd
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4) THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING
SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION‘AND SHALL BE RESPONSIBLE
FOR THE COST OF RECTIFICATION OF ANY DAMAGE WHICH: MAY, OCCUR. THE LOCATION
OF EXISTING SERVICES SHOWN ON THIS DRAWING {S REPRODUCED FROM LOCAL AUTHORITY
RECORDS ETC. FOR WHICH NO OPINION IS EXPRESSED “AS :TO THE ACCURACY OF SAME.

5) ‘AS-CONSTRUCTED’ DRAWINGS~ WHERE REQUIRED BY THE LOCAL AUTHORITY— ARE THE vo.
RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL RECORD ALL” .
CHANGES TO ORIGINAL DESIGN. AND ALLOW ALL COSTS FOR ,THE PREPARATION. OF
"AS—CONSTRUCTED” DRAWINGS. : * to, oe, uote

6) AS _A.CONDITION ‘OF. TENDERING, THE CONTRACTOR SHALL. VISIT. THE SITE '
AND: SHALL BE DEEMED TO BE FULLY AWARE OF SITE CONDITIONS. ‘ .

ANY CLAIM FOR’ VARIATION ON THE BASIS OF LACK OF KNOWLEDGE OF: SITE .
CONDITIONS SHALL NOT BE ACCEPTED.

7) WHERE A PARTICULAR MANUFACTURERS PRODUCT IS SPECIFIED OR NOTED,

 

 

OTHER MANUFACTURERS PRODUCTS MAY SE SUBSTITUTED. evan Fe
SUBSTITUTED PRODUCTS MUST HAVE PERFORMANCE AND LONGETIVITY . a
CRITERIA EQUAL TO OR GREATER. THAN THE SPECIFIED PRODUCT. wtf

DOCUMENTED PROOF OF SAID CRITERIA MAY BE REQUIRED. .

STORMWATER & DOWNPIPES

1)» ALL STORMWATER DRAINAGE SHALL BE 100 DIA. AT 1% FALL U.N.O. ,

2) DOWNPIPE SIZES STATED ARE MINIMUM REQUIRED CROSS-SECTIONAL
AREAS.

 

MATERIALS: . a
DOWNPIPES PVC CLASS DWV
PVC CLASS: SW HEAVY UNO *.

STORMWATER

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CERTIFICATION,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

. SPICE CONSULTING
fe CONSTRUCTION HYDRAULICS CONSULTANTS
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» of... QBSA Facsimile 07 5445 3824 ws
+] ..)- 1124616 Email - [email protected] AHSCA
» POO. tye at cpo sd » J&E MAYCOCK
ASSOCUTED CONSULTANT GOOD BUILDING DESIGN
DRAWING : * . LEVEL: b~
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. . ~ ‘SCALE:
5 . A3—_1:100 Lie
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“| PROPOSED DWELLING
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