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Engineering Drawings Part 1 - OPW14/0197

Attached to the e-mail Doonella Stage C (Email 2 of 7) Engineering Drawings Part 2 - OPW14/0197.

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NOTE:
REFER TO N13078-107 FOR BULK
EARTHWORKS NOTES AND LEGEND

 

 

 

 

 

   

    

16.90 \ /

   

 

  
 
    
  
 
   
      

 

71

CUT BATTER TO
JOIN NEATLY TO
EXISTING STAGE B

70

 

EXISTING
STAGE B

118 117

 

 

 

 

 

MINIMUM DESIGN REQUIREMENTS

- SURCHARGE LOADING ON BACKFILL

- POST AND FOOTING DESIGN TO ALLOW
FOR 1.8m HIGH FENCE

- MAX 1V:4H SLOPE BEHIND WALL

NOTES:

1. RETAINING WALLS TO BE CONSTRUCTED
TO MANUFACTURERS SPECIFICATIONS.

2. CONTRACTOR TO PROVIDE STRUCTURAL
CERTIFICATION FOR RETAINING WALLS

5KPa

 

 

BOUNDARY FENCE TYPICAL

DESIGN AND CONSTRUCTION.
3. FOOTINGS ADJACENT SERVICES ARE TO
EXTEND BELOW THE ZONE OF INFLUENCE.

 

 

 

VARIES
0.850 TYP

 

 

 

 

 

 

 

 

 

 

 

DETAIL BY BUILDER & OR
OWNERS FENCING CONTRACTOR

Zul leu,

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8 3

35 38

ao 425 0.425 oo

ai TYB/T~ TYP “I

se, ee

es Iss

a7 | jo

ES.L. | oR
LZ, |
L|_-—concre re
SLEEPERS (75mm)
ty
400mm WIDE ty sf
GRANULAR FREE Sir
DRAINING MATERIAL CH
F.S.L.
ROR:

100 SLOTTED SUBSOIL DRAIN
WITH FILTER SOCK. DISCHARGE
TO STORMWATER SYSTEM

STEEL UNIVERSAL COLUMNS

150mm DEEP TURFED
SWALE DRAIN BEHIND
WALL DIRECTING FLOWS TO
ROOFWATER CATCH PITS
(WHERE APPLICABLE)

PB

0.75m.

ALLOTMENTS -

 

INTERNAL _BACK/SIDE BOUNDARY WALLS
HEIGHT 0.0m _< 2.0m

2.00m MAX |

 

 

 

TYPICAL CONCRETE SLEEPER RETAINING WALL
DETAIL AT FENCED BOUNDARIES

SCALE 1

 

 

 

20 (A1)

150mm DEEP TURFED
SWALE DRAIN BEHIND
WALL DIRECTING FLOWS TO
ROOFWATER CATCH PITS
(WHERE APPLICABLE)

Fea}
a

 
 
   

VARIES
2.00m MAX

- ALLOTMENTS -

 

    

1 IN 4 BATTER BETWEEN WALL
TIERS TO BE LANDSCAPED. REFER

- ALLOTMENTS - LANDSCAPE ARCHITECT'S PLANS.

 

- ALLOTMENTS -

 

 

 

2.00m MAX

INTERNAL

 

BACK/SIDE BOUNDARY WALLS
HEIGHT 2.0m _< 3.5m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

. > _ — Vos / SCALE 1: 50 (A1) SCALE 1; 50 (A1)
sts NOTE CENDUTO BASE KeNDUTE BULK EARTHWORKS X-N13078-CONTOURS venrone cur. bE ER mDRG N13078- 1 08 FOR CONTINUATION
Tar [ous [an] SORE TEREST TROT Ne crn SHARE TE
‘AMENDMEN? 8 DESIGN CHECK SURVEYOR: RPS

fe For Pr [ea r oer 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES B ROWN con AUrTINUA BULK EARTHWORKS
4 Ph (07) 5436 7888 Fax (07) 5493 6630 LAYOUT PLAN
i 8 = ‘0 pa PRO.ECT Wo. TPPROVES San Leann Le AKE DOONELLA NOOSA Brown Cans (4D) Pty La ean SHEET 3 OF 3

. MATHEW HILL RPEQ 11578 , Level 3, 16 Imovetion Parkvoy,Rirtnge QLD Australia 4575.
ile N13078 (Pee sie a en STAGE C1 - C6 Smart Consulting ‘literate tein abtanict Gagay [owns wm N19078-109 wane
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD (Rinker Corbous Mbouwe Sycny Waqupone Sentine coast = Lic 4084

 

 

 
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