Approval Plans OPW16-0203.01 pdf

          -
  NOOSA COUNCIL
  APPROVED PLAN
OPW16/0203 5 DEC 2016


[OCR of page images]
 

 

LEGEND

BULK EARTHWORKS SURFACE
FINISHED SURFACE

NATURAL SURFACE

EXISTING STAGE 1A
- SITE 68 -

MAX. 1 IN 4

SITE 13

STORMWATER PIPE

 

OPW16/0203 5 DEC 2016

NOOSA COUNCIL
APPROVED PLAN

 

 

 
 

PB

 

SECTION (A
SCALE (AN: 1100 (04)

SCALE (A3):1:200

 
 
   

TURFED BATTER

 

SECTION (C)
SCALE (AN: £100 (0a)

SCALE (A3):1:200
CONCRETE SLEEPER

& FENCES BY &
RETAINING WALL BY Yo OTHERS \

OTHERS (TYPICAL) T__5.00m_ TURFED
OVERLAND FLOW PATH

- SITE 33 - 2%

REFER ROADWORKS AND
DRAINAGE DRAWINGS FOR

 

 

 

 

 

 

 

- SITE 63 -

CLEANWATER DIVERSION DRAIN
TO BE FULLY TURFED

 

0.3-0.5m HIGH BUND AT MAX 1 IN 2
TO DIRECT FLOW ALONG BOUNDARY
TOWARD STORMWATER PIT 11/T

APPROX. LOCATION OF EXISTING UNDERGROUND ELECTRICAL.
CONTRACTOR TO CONFIRM DEPTH AND LOCATION ON-SITE
PRIOR TO COMMENCEMENT OF VERGE WORKS.

 

CONCRETE SLEEPER

RETAINING WALL BY OTHERS

LOCALISED AREA OF FILLING TO ALLOW

FUTURE AGED CARE SITE TO DRAIN

_ SLOPE VARIES

MINIMUM 0.50m

 

 

 

FREELY TOWARD NORTHERN CORNER

- SITE 9

co o

a a

3.00m
LANDSCAPE BUFFER

2% MIN.

 

|
|

 

EX-SEWER

 

v1

 

SECTION
SCALE (A1}: 1.100
SCALE (A3):1:200

 

1 IN 4 TURFED BATTER FOR MIN.
0.25m HIGH FOR REDIRECTION OF
FLOW ALONG SITE BOUNDARY

PB

1
SITE mr

 

ON

- TRADING POST ROAD -

EXISTING KERB

(8
NY,

ACOUSTIC FENCE BY OTHERS.
REFER SOUND ENGINEERS PLANS.
FOR HEIGHT AND DETAILS

2.50m

 

 

ELM STREET ROAD RESERVE

 

 

LANDSCAPE BUFFER

 

APPROX. LOCATION OF EXISTING
UNDERGROUND TELSTRA. CONTRACTOR TO
CONFIRM DEPTH AND LOCATION ON-SITE
PRIOR TO COMMENCEMENT OF VERGE WORKS.

SECTION
+100 (G04)

   

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CONCRETE SLEEPER RETAINING WALL
BY OTHERS. NO ALLOWANCE FOR
ACOUSTIC FENCE DESIGN.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

FOOTHPATH DETAILS DEPTH TYPICAL 3
el. 2 RETAINING WALL DESIGN AND CONSTRUCTION TO BE RPEQ
SECTION (D\ SZ 8) CERTIFIED BY THE CONTRACTOR’S NOMINATED GEOTECHNICAL NOTES:
SCALE (Atl :100 (04) a als ENGINEER. ROCKS TO BE PLACED IN STRETCHER BOND REFER TO BIO-RETENTION BASIN
SCALE (A3):1:200 ge 23 PATTERN (MINIMUM VOID ALLOWABLE SHALL NOT BE Z| | ORG. 16-001014-401 FOR TYPICAL
>= > GREATER THAN 50mm IN ANY DIRECTION, WITH NO SPALLS = S| BOULDER WALL IN BASIN DETAIL.
BULK EARTHWORKS NOTES. lea Sez SMALLER THAN 750mm IN SIZE ~ ie. NO VOID INFILLING) a
1. NOTWITHSTANDING THE LIMITS OF CUTTING AND FILLING sie gla -E
i iF >
Sw NE RSE SCTNE, HE ACTON UTS PROT BeBe aerannc wa nes no zi
1. RETAINING WALLS TO BE CONSTRUCTED Tre zz CONSTRUCTION T0 BE RPEQ Z2
SUPERINTENDENT DURING CONSTRUCTION AND SIMILARLY c Q CERTIFIED CONTRACTOR’ alk
THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED TO MANUFACTURERS SPECIFICATIONS. aie aie NATED CEDVECIINCA Mere a\s
2. CONTRACTOR TO PROVIDE STRUCTURAL TEMPORARY APPROVED aig Se NOMINATED GEOTECHNICAL ENGINEER. 4 >'S |
BY WRITTEN DIRECTION OF THE SUPERINTENDENT x 2 g a\2 >i | TEMPORARY APPROVED
CERTIFICATION FOR RETAINING WALLS SAFETY FENCE TO WALLS a's |= aa = SAFETY FENCE TO WALLS
DURING CONSTRUCTION. DESIGN AND CONSTRUCTION. NOTE: ne Sly Al WA
N . HIGHER THAN 1.00m NOTE: a; ale HIGHER THAN 1.00m
2. SOAKED CBR TEST RESULTS FROM ROAD PAVEMENT 3. PROVIDE APPROVED SAFETY FENCE TO ESL i BOULDERS TO BE ‘RANDOM’ GRADE SANDSTONE ae gz .
SUBGRADE SHALL BE FORWARDED TO THE ALL WALLS HIGHER THAN 1.0m. wy : 7, (TRENCHED ROCK) RECTANGULAR IN SHAPE. z=\s oF GEOFABRIC TO
SUPERINTENDENT FOR DETERMINATION OF BOX DEPTHS 4, ALL RETAINING WALL FOOTINGS TO BE “s e sie 400 FACE OF WALL
PRIOR TO EXCAVATION BEYOND THE ‘NOMINAL’ DEPTH. LOCATED A MINIMUM 1.0m HORIZONTALLY i ey Z'8 a
3. CONTRACTOR TO LIAISE WITH ALL RELEVANT SERVICE CLEAR OF THE ROOFWATER AND SEWER PI z als
ERME ABLE , als 6
AUTHORITIES TO ASCERTAIN SERVICES PRESENT AND BE TAKEN BELOW THE ZONE OF GEOTEXTILE o MINIMUM DESIGN REQUIREMENTS: >is é
ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL INFLUENCE, MEMBRANE i 5 ~ SURCHARGE LOADING ON BACKFILL: SKPa a =
BE CARRIED OUT BY THAT SERVICE AUTHORITY ONLY. 00mm WIDE oN 3 - foe ae see SI a
mm - a 4 a
4, THE CONTRACTOR SHALL NOTIFY hid SUPER EMENT MINIMUM DESIGN REQUIREMENTS CRA an EREE a gS s
PRIOR TO COMMENCING THE DEMOLITION OF ANY = SURCHARGE LOADING ON BACKFILL : SKPa DRAINING MATERIAL EI : |
EXISTING STRUCTURES WITHIN THE SITE AREA. ~ POST AND FOOTING DESIGN TO ALLOW : & B
S. ALL DRAINAGE STRUCTURES TO BE PRESERVED FROM FOR 1.8m HIGH FENCE 2 300
. k F.S.L. =|
THE EFFECTS OF STRUCTURAL LOADING GENERATED BY - MAX 1V:4H SLOPE BEHIND WALL BH . 5
THE EARTHWORKS. 100% SLOTTED SUBSOIL DRAIN AA 3 B
6. ALL EXCAVATION AND FILLING SHALL BE COMPACTED WITH FILTER SOCK. DISCHARGE CONCRETE SLEEPERS
- TO STORMWATER SYSTEM AX) :
TO THE REQUIREMENTS OF AS3798-1996 IN ACCORDANCE ER S | 4 aN ow z COMPACTED FREE-DRAINING
WITH THE LOCAL AUTHORITY REQUIREMENTS. LEVEL 1 STEEL UNIVERSAL COLUMNS] IRR wick, GRANULAR BACKFILL (APPROX.
SUPERVISION IS REQUIRED. REE S$“ —-40-75mm DIA. SPALLS)
7. ALL CLEARING SHALL BE CARRIED OUT IN STAGES TO
ALLOW FOR RELOCATION OF FAUNA, COMMENCING AT SELECTED COMPACTED BACKFILL 100% SLOTTED SUBSOIL DRAIN
THE LOWER AREAS OF THE SITE. LJ WITH FILTER SOCK. DISCHARGE
8. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH TO STORMWATER SYSTEM
WORKPLACE HEALTH AND SAFETY REQUIREMENTS. TYPICAL CONCRETE SLEEPER RETAINING WALL DETAIL TYPICAL ‘RANDOM’ GRADE SANDSTONE TRENCHED ROCK WALL
9. ALL EARTHWORKS TO BE CONSTRUCTED IN ACCORDANCE SCALE 1: 20 (At) SCALE 1:25 (At)
WITH PALNNING SCHEME POLICY PSPOS ENGINEERING SCALE 1:50 (A3)
DESIGN STANDARDS.
N.S.C. REF NO. MCU15/0111 & REC15/0031
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AMENOUENT DETALS SURVEYOR: ML_SURVEYS
Ee eC 38 Leybourne Street, Chelmer QLD 4068 PALM LAKE WORKS PTY LTD C ‘ CONSULT AUSTRALIA BULK EARTHWORKS NOTES,
eB BF | BF | 3046 | SECTION D REVISED in a a Mob: 0412 744 223 E: [email protected] PRORET 4 DETAILS AND SECTIONS
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