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Changes to Approved Plans - (Retaining Walls) OPW15/0099.01
Plans and drawings
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NOOSA COUNCIL
APPROVED PLANS
OPW15/0099 13 OCT 2015
[OCR of page images]
DETENTION BASIN
(TO BE DETAILED AS PART OF
ROAD WORKS AND, DRAINAGE DRAWINGS)
SS
aie ay
SS SS
Se
SS
LEGEND
BE RL BULK EARTHWORKS LEVEL
FL RL FINISHED SLAB LEVEL
© EX 104.36 EXISTING SURFACE LEVEL
_ 62.0 EXISTING SURFACE CONTOUR
“ ~ (0.5m INTERVAL]
— — — 62.00 EARTHWORKS) SURFACE CONTOUR ye EB
PROPOSED STAGE BOUNDARY & DETENTION exh a
(TO BE DETAILED AS PART OF
= (ono miei mm PROPOSED CONCRETE SLEEPER RETAINING WALL
JOINS SHEET 2
A?
JAD.WORKS Al \GE DRAWINGS YA!
Wee
CoooooooSSoKSES: «PROPOSED ROCK RETAINING WALL py WW CBZ ZU
(1.20) INDICATIVE WALL HEIGHT y \WSZZ SZ
SS
~YYYYWY\—_ PROPOSED BUND BETWEEN SITES 5 - 30 ONLY (IO SSE
SS
FREE] AREA OF CUT j
a] AREA OF FILL
> ZERO LOT BOUNDARY
~ INDICATIVE DRIVEWAY LOCATION ae A Bea et
+--+ 4+ SWALE DRAIN oH
——~sw——— EXISTING STORMWATER DRAINAGE \ 1 "
———s——— __EXISITNG SEWERAGE RETICULATION ey
———*——— ___EXISTING WATER RETICULATION =
—————— EXISTING OVER HEAD ELECTRICAL Be Ri Ae ae eas Bee poe j
———=——— EXISTING UNDER GROUND ELECTRICAL este mesa ee peal RL Lee N4
———\'——— _EXISTING UNDER GROUND TELSTRA (ae aes. 4°12
—_ 1 — EXISTING SEWER RISING MAIN we eae et rx
Zz |
ie
e
CAUTION !!
UNDERGROUND
ELECTRICAL CABLES
UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING
CAUTION !! CAUTION !!
UNDERGROUND OVERHEAD
= EXISTING POWER POLE
»— AND OVERHEAD LINE TO
oo BE RELOCATED CLEAR
OF EXTENT OF WORKS.
rs
BE RL 103.40
BE\RL 103.32 / FL Ri°103.70
FL RL 103.62 a
107 106
BE RL 103.75] BER
FL RL 104.05] FL’
8
BE/RL 103.53/BE RL 103.59] BE RL 103.76
‘L RL 103.83)FL RL 103.89) FL RL 103.96
NOOSA COUNCIL
TELECOMMS CABLES
UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT SUPPLIER FOR CABLE
LOCATIONS. EXTREME CARE MUST
ELECTRICAL CABLES
OVERHEAD ELECTRICITY CABLES
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
CLEARANCE IS COMPROMISED BY
APPROVED PLANS
OPW15/0099 13 OCT 2015
a’ a
BE TAKEN WHILST EXCAVATING. MACHINERY. 7 ; y o 20,
pret BISEX BiCBE BPOE x BIDS NTS X_15-001261_CUTFILLHATCH USR: tim huyah . REF NO. 132007.2398.02
ast [ence nw] oar =m SCALE METRES TECROFIN Wo CLEnt DRAWN TE
AMENDMENT DETAILS SURVEYOR: ML_SURVEYS
we [ar [is [pass "iW 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE con Parvun BULK EARTHWORKS
: B ba mo 5 oO 10 20 “ Mob: 0412 744 223 £: [email protected] a 2 Zw y LAYOUT PLAN
He ream = PROJECT Wo APPROVED 19 TRADING POST ROAD Calibre Ceiba Cnsig (QO) Py ey el SHEET 1 OF 3
NIE 15-001261 MATTHEW HILL RPEQ 1578 COOROY Tiolon G1s0631 tose arama Company | DRAWING MIMMBER pee
3 psc Taos 15-001261-102
sir FOR & ON BEHALF INSULTING (QLD) PTY LTO RETIREMENT VILLAGE CONSULTING Brihane Canbera Metboume Sydney Singapore Sunthine Coast Lic 4084 az e
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Page 2
- Retaining wall to be
NOOSA COUNCIL Retaining wall to be
constructed with Stage constructed with Stage
APPROVED PLANS 1A - Refer OPW16/0019
OPW15/0099 13 OCT 2015 2 - Future Application
drawing 15-001261-124 C
Page 3
-
NOOSA COUNCIL
APPROVED PLANS
OPW15/0099 13 OCT 2015
[OCR of page images]
JOINS SHEET 2
Nowe 4 «*
a a ae
= ; )
ROS tae caste me me 108! i
eee eee Ny ek ee
lg BERL 105.51 | ~ BE RI~105.86 « E RL 105.86 °F. BE RL: 106.07 ) | I
| FL_RL~105.81 FL RL 106-16 Vi FL RL 106-16 './,| . FL-RL 106:37 |
i ae 7 aA VeraaG eboweT rey ‘
[one 223 vam cecals ah. f nit i Qo [
BERL 106.09 | BERL 106.23 L/S 91) be aL 106.231 | Be RL-ind.a7 yi HY
si FL RE 106.39 FL RL 106.53 2 FL RL 406.53 FL_RL 106.47 \ae I
ake T=N OG ret t oF}!
se 15: eT] a fs
BERL 106.66 BE RL 106.60 p { BE RL 106.60! | BE RL106.27 » J
\ FL RL 106.96 FL RL wnss0~ Dy i « FL_RL 106.90 |_| - FL. RL 106.57 ol
4 ee ) 2 i i pl
r 21 16 S ge 8 b | y
’ BE RL 106.79 BE RL 106.79 1 ge-pt4 :
ee FL RL 107.09} J a h FL RL 107.09 fe RL 4
~~~OVERLAND
— FLOWS TO
ene, HO
FLOW PATH.
| BE PIPED
CAUTION #!
UNDERGROUND
TELECOMMS CABLES
UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY.
CONTACT SUPPLIER FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.
‘CAUTION #!
OVERHEAD
ELECTRICAL CABLES
OVERHEAD ELECTRICITY CABLES
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
CLEARANCE IS COMPROMISED BY
MACHINERY.
CAUTION !!
UNDERGROUND
ELECTRICAL CABLES
UNDERGROUND ELECTRICITY
CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE
LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING
FILE: 15-001261-104.dwg_ DATE: 10-06-2015 TIME: 1044
Xref's: X_B1bt58_TITLE X_B16158_BASE X_B1415E_CONTS X_15-001261_CUTFILLHATCH USR: tim huynh
‘rest [caLcs [onavel] _OATE
vweoue Tay [is [12.06.05
‘AMENDMENT DETAILS
A
M
‘SCALE ( METRES)
DESIGN CHECK
iit 1500 10 50 10
ian vs 1
? ine fe if
ae FUTURE y
“7 AGED CARE DEVELOPMENT
/ PN i 7
Po fg
uk) Teer
NOOSA COUNCIL =»
APPROVED PLANS...
OPW15/0099 13 OCT 2015
to? 4 ra
1 IN 4 BATTER TYPICAL
~_-. AROUND EDGE OF SITE.
RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ
CERTIFIED BY THE CONTRACTOR'S NOMINATED GEOTECHNICAL
ENGINEER. ROCKS TO BE PLACED IN STRETCHER BOND
PATTERN (MINIMUM VOID ALLOWABLE SHALL NOT BE
GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS
SMALLER THAN 750mm IN SIZE - i.e. NO VOID INFILLING)
~%
\
400
jw WHERE INDICATED BEHIND WALL
PROPERTY BOUNDARY POSTION
TYPICAL ‘RANDOM’
WHERE INDICATED BEHIND WALL
|
PROPERTY BOUNDARY POSTION
Wq
LY
zy
GRADE
A
4
TEMPORARY APPROVED
74 SAFETY FENCE TO WALLS
HIGHER THAN 1.00m
GEOFABRIC TO
FACE OF WALL
|
NOTE:
BOULDERS TO BE ‘RANDOM’ GRADE SANDSTONE
(TRENCHED ROCK) RECTANGULAR IN SHAPE.
HEIGHT USED FOR PAYMENT
MINIMUM DESIGN REQUIREMENTS:
- SURCHARGE LOADING ON BACKFILL: SKPa
- ALLOW FOR 1.8m HIGH FENCE
- MAX 1V:4H SLOPE BEHIND WALL
COMPACTED FREE-DRAINING
GRANULAR BACKFILL (APPROX.
40-75mm DIA. SPALLS)
SANDSTONE TRENCHED ROCK WALL
SCALE 1:20 (A1)
SCALE 1:40 (A3)
TEMPORARY APPROVED
SAFETY FENCE TO WALLS
HIGHER THAN 1.00m
NOTES:
1, RETAINING WALLS TO BE CONSTRUCTED
TO MANUFACTURERS SPECIFICATIONS.
2. CONTRACTOR TO PROVIDE STRUCTURAL
CERTIFICATION FOR RETAINING WALLS
DESIGN AND CONSTRUCTION.
3. PROVIDE APPROVED SAFETY FENCE TO
ALL WALLS HIGHER THAN 1.0m.
4. ALL RETAINING WALL FOOTINGS TO BE
LOCATED A MINIMUM 1.0m HORIZONTALLY
CLEAR OF THE ROOFWATER AND SEWER
AND BE TAKEN BELOW THE ZONE OF
INFLUENCE.
MINIMUM DESIGN REQUIREMENTS
SURCHARGE LOADING ON BACKFILL
POST AND FOOTING DESIGN TO ALLOW
FOR 1.8m HIGH FENCE
- MAX 1V:4H SLOPE BEHIND WALL
wn
\X
100® SLOTTED SUBSOIL DRAIN
WITH FILTER SOCK. DISCHARGE
TO STORMWATER SYSTEM
STEEL UNIVERSAL COLUMNS—~ |
EXISTING POWER POLE
AND OVERHEAD LINE TO
\ BE RELOCATED CLEAR
OF EXTENT OF WORKS.
PERMEABLE
GEOTEXTILE
MEMBRANE —~
SKPa 7 200mm WIDE
GRANULAR FREE
DRAINING MATERIAL [I
=
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|= a'S
0.30m
HEIGHT FOR PAYMENT
F.S.L.
CRI
CONCRETE SLEEPERS
TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL
SCALE 1: 20 (A1)
REF NO. 132007.2398.02
‘MICROFILM No.
SURVEYOR: ML_SURVEYS
20 At
38 Leybourne Street, Chelmer QLD 4068
Mob: 0412 744 223 E: [email protected]
CUENT
‘PROJECT
T
8
[moo] =] >|
11000
Ad PROJECT No.
15-001261
"APPROVED
MATTHEW HILL RPEQ 11578
FOR & ON BEHALF/OF ‘eALIBRE CONSULTING (QLD) PTY LTD
PALM LAKE
19 TRADING POST ROAD
COOROY
RETIREMENT VILLAGE
calibre
CONSULTING
Calibre Consulting (QLD) Pty Ltd
Grund Foe, 545 Queen Sree Brsbone,
Telephone 07 3895 3444 Facsimile 07 3895 3400 SCORN
Beatune Cantera Moune Syénny Shape Sie Cot Lic 4084
CONSULT AUSTRALIA
QLD Austaka 4000 Endorsed
DRAWING
"BULK EARTHWORKS
LAYOUT PLAN
ay SHEET 3 OF 3
Company | BRAN
oe 45-001261-104
Page 4
Retaining Wall - Refer OPW16/0019
drawing 15-001261-125 C for
details
-
NOOSA COUNCIL
APPROVED PLANS
OPW15/0099 13 OCT 2015