RFI - Updated Engineering Plans

Page 2

 

EXISTING GULLY PIT

SURFACE

LEVEL
60.50

INVERT
LEVEL
59.37

CHAINAGE

3008 CONCRETE CLASS 2 STORMWATER PIPE

NEW GULLY PIT WITH KERB ENTRY
TO NOOSA SHIRE COUNCILS
DRAWING No. 9225 A

3008 CONCRETE CLASS 2 STORMWATER PIPE

RECONSTRUCTION GULLY PIT
WITH KERB ENTRY 10
NOOSA SHIRE COUNCILS
DRAWING No. 9225 A

om x 3m x 2m DEEP
STORMWATE DETENTION TANK

3008 CONCRETE CLASS 2 STORMWATER PIPE

 

DATUM RL 55.00

WITH RUBBER RING JOINT

WITH RUBBER RING JOINT

WITH RUBBER RING JOINT

 

 

 

 

 

70.50
70.50

79.15

74.50

 

69.30
69.60

72.40

72.50

 

 

0.00

75.039

 

137.065

 

145.765

 

 

LONGITUDINAL SECTION

SCALE : 1 IN 250 HORIZONTALLY
1 IN 125 VERTICALLY

 

 

APPROVED

 

 

 

28.01.21

dL

 

18.11.20

dL

MILE AUST, _RP.E.Q. 2097, NP.ER_3

 

 

 

No.

 

REVISION

 

DATE

 

DWN

THIS DRAWING REMAINS THE PROPERTY OF
NEIL McKENZIE & ASSOCIATES (C) Copyright

 

 

NEIL McKENZIE & ASSOCIATES PTY. LTD.

CONSULTING ENGINEERS

14/699a SANDGATE ROAD
CLAYFIELD, QLD 4011

PHONE: (07) 3862 1886
FAX: (07) 3862 1397

 

 

 

 

 

 

 

 

 

 

SCALE AS SHOWN JOB DESCRIPTION DRAWING TITLE

DRAWN dl NOOSA YOUNGCARE STORMWATER DRAINAGE LONG SECTION

CHECKED NM 32 VIEWLAND DRIVE

DESIGNED NM NOOSA HEADS

APPROVED

— WSN DELUCA DEVELOPMENT & CONSTRUCTION | nunsee Q20-004-C02 eer —B

 

 

Page 3

SW


[OCR of page images]
 

EXISTING SEWER M/H

 

 

 

 

 

NEW SEWER M/H

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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IL 69.43 |
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| | PROPOSED BUILDING | M
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AN SEWERAGE LAYOUT PLAN : : : Tl
PROPERTY BOUNDARY LINE | | A, \ | |
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t EXISTING TELSTRA LINE | y \ t \°2
| \l | \ Y
W EXISTING WATER MAIN - | |
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| | L_ —\y— — N \ [||
. EXISTING POWER POLE | 1 !
Ly | | | \ \\ Ny
@ EXISTING TELSTRA PIT " ( \ \ ,
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AS PER MANUF. SPEC. q —--o-yr rrr —-s-rr a,
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= WEWLAND ORVE
: |
|
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>
LOCALITY PLAN
SCALE 1:5000
APPROVED SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
_—_— NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN i NOOSA YOUNGCARE SEWERAGE LAYOUT PLAN
CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
A LANDSCAPE ZONE ADDED 20. | Foe ——eeees SHON toe Tee 4 386 APPROVED NM CLIENT DRAWING REVISION
No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES (C) Copyright FAX: oy 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C03 NUMBER A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

PROPERTY CONNECTION

 

 

 

= = |
= = Z|
= = S
2 = a
& = S|
MAINTENANCE HOLE / SHAFT No. - a =
MH / MS COVER TYPE @) |
MH / MS TYPE P2 |
BRANCH DROP TYPE A |

 

 

PROPERTY CONNECTION TYPE

 

 

EXISTING SEWER PIPE

DATUM 69.00

SW

    
 

 

 

 

PROP. DESCRIPTION

FP.

ROAD

 

 

PIPE NOMINAL DIAMETER (DN) TYPE, CLASS

DN 150 PVC SN8

DN 150 PVC SN8

 

 

GRADE (1 IN X)

20

87

 

 

LENGTH

61690

21774

 

 

DEPTH OF INVERT BELOW F.S.L.

1.320
1.250

2.90
2.70

 

INVERT LEVEL (IL)

69.43
69.50

72.25
72.50

 

FINISHED SURFACE LEVEL (FSL)

70.75

75.15
75.20

 

EXISTING SURFACE LEVEL (ESL)

70.75

 

 

CHAINAGE

 

 

0.00

 

 

61.690 | 75.15
83.465 75.20

 

LONGITUDINAL SECTION

SCALE: 1:250 — HORIZONTAL

G
1.

GENERAL NOTES :

ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SOUTH EAST
QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND STANDARDS.

. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH

THE RELEVANT AUSTRALIAN STANDARDS.

. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE

SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT
COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO
THE SEQ SERVICE PROVIDER SEWERAGE SYSTEM.

. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE

CARRIED OUT BY THE SEQ SERVICE PROVIDER AT THE DEVELOPER'S COST.

. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE

"ACCEPTED PRODUCTS AND MATERIALS” LIST.

. EACH ALLOTMENT SHALL BE SERVED BY A DN110 PE (OR DN100 PVC) PROPERTY

CONNECTION. FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN160 PE (OR
DN150 PVC) PROPERTY CONNECTION SHALL BE PROVIDED.

. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN

THE DRAWINGS.

. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM

OF 300mm AND A MAXIMUM OF 750mm. UNITYWATER REQUIRES MINIMUM EXTENSION
OF 500mm INTO PROPERTY.

. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS

NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE
COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION
WHEN TESTED IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION). TESTING
SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES
APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE
PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE REQUIRED
COMPACTION HAS BEEN ACHIEVED.

10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.

. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.

12. SEWERS SHALL BE DISUSED /ABANDONED IN ACCORDANCE WITH PROCEDURES SET

OUT IN THE SEQ SEWER CODE.

13. BENCH MARK AND LEVELS TO AHD.
14. EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION

FROM EXISTING SEWERS SHALL BE PROVIDED BY THE SEQ
SERVICE PROVIDER AT THE DEVELOPERS COST.

ENVIRONMENTAL CONDITIONS:

PLACE ON YOUR DRAWING NOTES AS RECEIVED IN YOUR APPROVAL LETTER FROM
THE ENVIRONMENTAL REGULATOR OR MANAGER. IF NOTES RELEVANT TO THIS
ESTATE ARE NOT SPECIFIED IN YOUR APPROVAL LETTER, TYPICAL NOTES AS
FOLLOWS SHALL BE PLACED ON ALL DRAWINGS.

VEGETATION PROTECTION :

A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR 10
CONSTRUCTION, OR REPLACED IF DESTROYED.

B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL
BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED
VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR
TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.

C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS
ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE
FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.

D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED
ARBORIST.

SOIL:

. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.

. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE
STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT
CONTROLS AROUND STOCKPILES.

C. ACID SULPHATE SOILS EXIST IN THE WORKS AREA. THE OUTPUTS FROM THE
RISK ASSESSMENT BASED ON THE QUEENSLAND ACID SULPHATE SOIL TECHNICAL
MANUAL REQUIRES THAT ACID SULPHATE SOILS BE MANAGED AS FOLLOWS:
(DELETE IF NO ACID SULPHATE SOILS)

o>

CREEK CROSSINGS :

A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY
EXCAVATION WORK.

B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT
FROM ENTERING THE CREEK.

C. NO SOIL SHALL BE STOCKPILED WITHIN Sm OF THE CREEK.

 

 

 

 

 

 

 

 

 

 

 

 

 

4:25 VERTICAL
SCALE AS SHOWN JOB DESCRIPTION DRAWING TITLE
APPROVED NEIL McKENZIE & ASSOCIATES PTY. LTD. mana NOOSA YOUNGCARE SEWERAGE LONGITUDINAL SECTION
CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
MIE. AUST, R.P.E.Q. 2097, N.P.ER. 3 Othe TONE, ono —— ~ car NOOSA HEADS SING
| ao Se aw Ne oe eee i ORR Oo PHONE: (07) 3862 1888 oa aah DELUCA DEVELOPMENT & CONSTRUCTION J sunaes Q20-004-C04 NUMBER

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 5

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VIEWLAND — DRIVE

sw

sw

Sw

sw

sw

sw

6w)

sw

sw

sw

sw

SW

Sw

sw

sw

sw

sw

 

SW

 

sw

 

sw

 

SW

 

SW

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

7
ae BUILDING PLATFORM

RL 75.15

 

wy

 

| x EX 79.85

PL 75.55
FSL 75.70

PL 75,15

iT
| | FSL 75.30

 

 

 

 

 

 

 

 

 

 

 

FOREST 10 BE RETAINED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BUILDING PLATFORM
RL 74.85

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BUILDING PLATFORM
RL 74.85

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CUT AREA

 

 

25

Ba

4s

4h.

A D

es

EXISTING RETAINING WALL

 

 

GENERAL NOTES:

1. ALL DIMENSIONS ARE T0 BE CHECKED ON-SITE BEFORE WORK
COMMENCES,

2. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE
DRAWING,

3. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE
MAINTAINED TO ENSURE SAFE PASSAGE OF TRAFFIC AND
PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF
THE LOCAL AUTHORITY.

4. ALL WORKMANSHIP AND MATERIALS SHALL BE IN
ACCORDANCE WITH S.A.A. CODES & BY-LAWS AND
ORDINANCES OF THE RELEVANT LOCAL AUTHORITY AND
WORKPLACE HEALTH AND SAFETY REQUIREMENTS,

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING
ALL RELEVANT AUTHORITIES AND PAYING ALL FEES
NECESSARY BEFORE COMMENCING WORK, FOR LOCATING ALL
EXISTING SERVIVES AND FOR REPAIR OF ANY SERVICES
DAMAGED AS A RESULT OF THE WORKS.

6. THE CLIENTS SURVEYOR SHALL PEG PIT LOCATIONS AND
STAKE R.P. BOUNDARIES PRIOR 10 CONSTRUCTION.

7. FOOTPATHS AND PRIVATE PROPERTY SHALL BE REINSTATED
TO THEIR ORIGINAL CONDITION.

8. CONTRACTOR TO VERIFY ALL INVERT LEVELS, SURFACE
LEVELS, COVER OVER DRAINAGE LINES, AND MINIMUM FALLS
ARE CORRECT & OBTAINBLE PRIOR 70 COMMENCEMENT OF
WORK.

9. THE CONTRACTOR'S ATTENTION IS DRAWN 10 THE
REQUIREMENTS OF THE WORKPLACE HEALTH AND SAFETY
ACT 1989. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE
WITH THIS ACT AND IN PARTICULAR THE CONTRACTOR IS TO
ENSURE THE REQUIREMENTS OF THE SPECIFICATION WITH
REGARD TO "NOTIFICATION IN RELATION TO A NOTIFIABLE
PROJECT” ARE FULFILLED.

EXCAVATION. MANAGEMENT_NOTES:

1. THE LOCATION OF CUT TO BE EXPORTED FROM THE SITE
SHALL BE AS INDICATED BY THE LEVELS ON THESE DESIGN
DRAWINGS.

2. THE CONTRACTOR SHALL ALSO ADVISE THE ENGINEER OF THE
PROPOSED HAUL ROUTE TO BE TAKEN BY ANY TRUCKS REMOVING
EXCAVATED MATERIAL FROM THE PROPOSED DEVELOPMENT SITE.

3. IT IS THE PRINCIPAL CONTRACTOR'S RESPONSIBILITY T0
ENSURE THAT NO CUT MATERIAL IS DEPOSITED ONTO THE
ROADS USED BY REMOVAL TRUCKS. ANY MATERIAL
DEPOSITED ONTO ROADWAYS SHALL BE CLEANED AS
NECESSARY TO AVOID CAUSING NUISANCE TO VEHICLE
TRAFFIC.

4. ANY VEHICLE EXITING THE DEVELOPMENT SITE SHALL BE
WASHED DOWN PRIOR TO EXITING SITE TO ENSURE NO
MATERIAL IS DEPOSITED ONTO ROADWAYS.

5. EXCAVATION WORKS WITHIN THE SITE SHALL ONLY TAKE
PLACE BETWEEN THE HOURS OF;-
7.00am — 6.00pm MONDAY TO FRIDAY
7.00am — 12.00noon SATURDAY
(NO EXCATION WORKS ON SUNDAY).
UNLESS OTHERWISE AUTHORISED BY LOCAL AUTHORITIES.

FILL_ MANAGEMENT NOTES:

1, THE LOCATION OF FILL TO BE IMPORTED ONTO THE SITE
SHALL BE AS INDICATED BY THE LEVELS ON THESE DESIGN
DRAWINGS.

2. THE QUALITY OF FILL SHALL MEET THE REQUIREMENTS
OUTLINED IN THE SITE PREPARATION SPECIFICATIONS WHICH
ARE INCORPORATED INTO THE NEIL MCKENZIE & ASSOCIATES
DESIGN DRAWINGS AND SPECIFICATIONS FOR THIS
DEVELOPMENT.

3. AT THE PRE-START MEETING THE CONTRACTOR SHALL
ADVISE THE EINGINEER OF THE PROPOSED SOURCE OF
IMPORTED FILL TO BE BROUGHT ONTO THE DEVELOPMENT
SITE AND PROVIDE ANY CERTIFICATION FROM THE
SUPPLIER GEOTECHNICAL CONSULTANT.

4. THE CONTRACTOR SHALL ALSO ADVISE THE ENGINEER
OF THE PROPOSED HAUL ROUTE 10 BE TAKEN BY ANY TRUCKS
DELIVERING FILL TO THE PROPOSED DEVELOPMENT SITE.

5. IT IS THE PRINCIPAL CONTRACTOR'S RESPONSIBILITY T0
ENSURE THAT NO FILL MATERIAL IS DEPOSITED ONTO THE
ROADS USED BY DELIVERY TRUCKS. ANY MATERIAL
DEPOSITED ONTO ROADWAYS SHALL BE CLEANED AS
NECESSARY TO AVOID CAUSING NUISANCE 10 VEHICLE
TRAFFIC.

6. ANY VEHICLE EXITING THE DEVELOPMENT SITE SHALL BE
WASHED DOWN PRIOR TO EXITING SITE TO ENSURE NO
MATERIAL IS DEPOSITED ONTO ROADWAYS.

7. FILL SHALL BE PLACED AS TO NOT CAUSE NUISANCE OR
PONDING TO ADJOINING PROPERTIES.

8. FILLING WORKS WITHIN THE SITE SHALL ONLY TAKE PLACE
BETWEEN THE HOURS OF;—
7.00am — 6.00pm MONDAY TO FRIDAY
7.00am — 12.00noon SATURDAY
(NO FILLING WORKS ON SUNDAY).
UNLESS OTHERWISE AUTHORISED BY LOCAL AUTHORITIES.

EARTHWORKS PROCEDURES:

1. CLEARING, STRIPPING AND GRUBBING SHOULD BE CARRIED
QUT IN AREAS SUBJECT TO EARTHWORKS. ALSO ALL SOILS
CONTAINING ORGANIC MATTER SHOULD BE STRIPPED FROM
THE CONSTRUCTION AREA. THIS MATERIAL IS NOT
CONSIDERED SUITABLE FOR USE AS STRUCTURAL FILL.

2. THE TOP 300 OF EXISTING SOIL IS TO BE CUT UNDER ALL
PAVEMENTS & BUILDING PLATFORMS & REPLACED WITH
IMPORTED COMPACTED FILL AS SPECIFIED-MIN CBR 15.

3. DEPRESSIONS FORMED BY REMOVAL OF VEGETATION,
UNDERGROUND ELEMENTS ETC. SHOULD HAVE ALL
DISTURBED WEAKENED SOUL CLEANED OUT AND BE
BACKFILLED WITH COMPACTED SELECT MATERIAL. THIS IS OF
PARTICULAR IMPORTANCE FOLLOWING THE REMOVAL OF ANY
EXISTING STRUCTURES AND FOUNDATIONS.

4. AFTER CLEARING, GRUBBING, REMOVAL OF EXISTING
CONCRETE FOUNDATIONS, AND STRIPPING, THE EXPOSED
SURFACE IN THE CONSTRUCTION AREAS, SHOULD BE PROOF
ROLLED TO DETECT ANY SOFT OR LOOSE MATERIAL. WEAK
SOILS ARE 10 BE REMOVED.

9. THE INSITU SOILS, WHERE FREE OF ORGANIC AND
DELETERIOUS MATERIAL, MAY BE USED FOR STRUCTURAL
FILL PROVIDED THE MOISTURE CONTENT OF THE SOILS ON
PLACEMENT APPROXIMATES THE OPTIMUM. HOWEVER,
IT SHOULD BE NOTED THAT PLASTIC CLAY SOILS COULD BE
EXPECTED TO PRESENT DIFFICULTIES IN HANDLING,
PLACEMENT AND COMPACTION IF THE APPROPRIATE
MOISTURE CONTENT IS NOT BE ACHIEVED, PARTICULARLY IF
THE CLAYS ARE OVERLY MOIST.

6. IMPORTED FILL MUST HAVE A SOAKED CBR OF NOT LESS THAT
15% AND A MAXIMUM AGGREGATE SIZE OF NOT GREATER
THAN 75mm, MAX. LIQUID LIMIT = 40 MAX. P.l. = 15, MAX. Pll. x
% PASSING 425um = 450.

7, GUIDELINES FOR MINIMUM RELATIVE COMPACTION VALUES
FOR INSITU SOIL FILL AND IMPORTED FILL FOR THE BUILDING
AND PAVEMENTS ARE PRESENTED IN THE TABLE BELOW.

MINIMUM DRY
LOCATION DENSITY RATIO (%
BUILDING PLATFORMS
& PAVEMENTS 98 % (std)

NOTE: THE RECOMMENDED COMPACTIONS ARE PERCENTAGES
OF THE MAXIMUM DRY DENSITY DETERMINED BY AS 1289.

8. FIELD DENSITY TESTING SHOULD BE CARRIED OUT TO CHECK
THE STANDARD OF COMPACTION ACHIEVED AND THE
PLACEMENT MOISTURE CONTENT. THE FREQUENCY AND
EXTENT OF TESTING SHOULD BE AS PER GUIDELINES IN
AS 3798-1996.

9. BACKFILLING FOR SERVICE TRENCHES, ETC SHOULD USE
GOOD QUALITY MATERIAL FREE OF ORGANIC MATERIAL. THE
BACKFILL SHOULD BE PLACED IN UNIFORM LAYERS NOT
EXCEEDING 200mm THICKNESS, LOOSELY PLACED. THE
BACKFILL MATERIAL SHOULD BE COMPACTED 10
SPECIFICATIONS OUTLINED ABOVE FOR INSITU OR IMPORTED
MATERIAL. BENCHING OF BATTERED EXCAVATIONS SHOULD
BE UNDERTAKEN WHEN BACKFILLING.

10. BACKFILLING FOR SERVICE TRENCHES UNDER ROADWAYS
SHALL BE WITH A QUALITY MATERIAL OF NOT LESS THAN CBR
15% (SOAKED) TO THE UNDERSIDE OF PAVEMENT, COMPACTED
AT OPTIMUM MOISTURE CONTENT TO ACHIEVE 98% MODIFIED
COMPACTION.

11. FILL UNDER BUILDING PLATFORMS TO CONTROLLED FILL
PLACED IN ACCORDANCE WITH AS3798 & AS2870.

12. FILL NOT UNDER BUILDING PLATFORMS OR ROAD PAVEMENTS
TO BE COMPACTED IN LAYERS NOT EXCEEDING 300MM & 90%
MODIFIED MAXIMUM DRY DENSITY IN ACCORDANCE WITH
AS1289.

EXISTING SERVICES

EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THESE
DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE ENGINEER OR THE
PRINCIPAL FOR THIS INFORMATION. THE CONTRACTOR SHALL
ASCERTAIN THE POSITION OF ALL UNDERGROUND SERVICES PRIOR
TO EXCAVATION AND SHALL BE RESPONSIBLE FOR THE COST OF
REPAIRS 10 DAMAGES CAUSED AS A RESULT OF THE WORKS.

 

 

NOTE :

IT IS THE BUILDER RESIPONSIBILITY TO CHECK

AND ENSURE ALL LEVELS AND SET OUT DIMENSIONS
ARE CORRECT PRIOR TO COMMENCING ANY WORKS.
NO RESPONSIBILITY IS TAKEN FOR ERROR OR
OMISSIONS ON THIS DRAWING. THIS DRAWING TO BE
READ IN CONJUNCTION WITH THE ARCHITECTURAL
DRAWINGS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

— — + — _ PROPERTY BOUNDARY LINE © — EXISTING POWER POLE CUT VOLUME — 650 m° (APPROX.)
FILL VOLUME — 640 m° (APPROX.)
7 ——————_ POSTING TELSTRA LINE CD EXISTING TELSTRA PIT
w—————__ EXISTING WATER MAIN - EXISTING TREE TO RETAINED
“iqg —————~~ BASING CONTOUR UNE (0.25m INTERVALS) PROPOSED RETANNG WALL FILL. AREA
(| PROPOSED STORMWATER PIT
APPROVED SCALE 1:125 JOB DESCRIPTION DRAWING TITLE
——— NEIL McKENZIE & ASSOCIATES PTY. LTD. NOOSA YOUNGCARE
DRAWN nl EARTHWORKS PLAN
C 29.01.21 dL CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
B 2.021 | a VIE-AST. RPEQ 200, NER 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
A 18.11.20 a THIS DRAWING REVAINS THE PROPERTY oF PHONE: (67) 3862. 1886 APPROVED NM CLIENT DRAWING REVISION
No. REVISION DATE DWN NEIL McKENZIE & ASSOCIATES © Copyright FAX: . (07) 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q?0-004-C05 NUMBER C

 

 

 

 

 

 

 

 

Page 6

 

 

 

BOUNDARY LINE
BOUNDARY LINE

 

 

 

 

 

 

 
     

 

 

      

       

                  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
| | PROPOSED BUILDING PROPOSED BUILDING |
| —— FILL |
rs a = = = = [WS ee Ty yg mace RS UT SEK NGL. BUILDING PLATFORM RL. 74.85 |
——— = SEER | RE |
a su CTE f OOO OOOO LOR |
M8 yy Soa | SECTION ACA LASEK }
| —r—eeen :
|
SITE STRUCTURAL RETAINING
WALL
PROPOSED BUILDING PROPOSED DRIVEWAY \ PROPOSED BUILDING wl
FOREST TO BE RETAINED —— S|
80 4 TITZ cur Z |
76.00 --- Y S|
. ee SLD SDSA TD. N.G.L. a |
ne - = = = = | Z YZ VA, BUILOING PLATFORM’ RL i / | YL, VL, s, 7. + _-ByONG PLAIEORM 817485, [
in
ns) BE DDT !
no B® TT=Z SECTION B-B |
|
|
SCALE 1:100 JOB DESCRIPTION DRAWING TITLE
APPROVED NEIL McKENZIE & ASSOCIATES PTY. LTD. fiawt-2 NOOSA YOUNGCARE EARTHWORKS SECTIONS
CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
A 7.01.21 aL MIE. AUST, R.P.E.Q. 2097, N.P.ER. 3 Othe NE, pono —— ~ ata NOOSA HEADS TAG
| moon WET Ow | NEL MCKENGIE a ASSOCIATES GG) Goppight PON (On) Sas? Nese aE ah DELUCA DEVELOPMENT & CONSTRUCTION | suwazr Q20-004-C06 Nuwera A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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6000 5600 500 6000 500 6000 \_ 6700 6700 6700 CONTINUE PARKING BAY LINE
Sy MARKING TO UNITY WATER DRIVEWAY
2 PARKING SPACES AVAILABLE SS
REDUCED LENGTH AS VEHICLE N
w w w CAN DRIVE DIRECTLY INTO PARK LINE MARKING Sy \
wW. W. Ww. Ww: W Ww. Wi Ww. w: Ww. Ww: Ww. W: W. W: Ww. Ws Ww. Ww: W. w Ww. W: w. Ww. Ws Nw Ww. W Ww. W W. W: w Ww: W w
FOOTPATH CONNECTION —> \ .
| ae _ ee Y Y\ ey gi [>> ON cone oan
a an a : NO_PARKING 4 f= x
Ss sto a st — sn — st —Jow — oe — st — 0 — BL ow QL sv oy ay ow a a LG oy a ae ae ew | ee ee a ae ew ew IN
/ . = \ 4 «i ‘ + N a 5 — sv — sw — sw —— sw —— sw ——sw — sf —— sw —— sy ——
\ wy ve NP 4h py yf ev el vv
| \ © V4 ° DEMOLISH EXISTING CROSSOVER | Cv Y ue 7 7 \ 7
\ \ SHOWN DASHED —1 < \ /
~ aT — pa T . 1 t : 1 ; T 1 - T , T ; 1 - T ; 1 ; 7 ; 1 - 7 : T 2 . | . w a w w w w w w w: w w w w \. w: w w 7 w
\ . | | / NN :
| I" / \
— "> 3 ao TT qt ——.—_ _.__. Kr — =A ee ee. Sao el nie
* | REMOVE NO PARKING SIGNAGE REMOVE NO PARKING SIGNAGE \ \
| ‘ & DELIVER TO COUNCIL / & DELIVER TO COUNCIL \ . \\ |
| | N \ NO
—!'— CONSTRUCT NEW CROSSOVER —“4 —~
| | TO NOOSA COUNCIL REQUIREMENTS oN \ * ‘\ |
| | \ . 1 NI
| | ~S NI
| | | \ \ wb EN
| | : \. |
: so
| | PROPOSED DRIVEWAY \ \
Py | \ ip
By \ |
vile L_ =- | \ | ‘
N \ |
N
\
N 7 |
SL ~ \ | ly N
\
| I- SL ot ‘ \ x | | :
| | | \ \ 7 | |
| f | \\ TOT \ PROPOSED BUILDING | KM |
| \ \\ / Vly
| | \\ | \ / ! | |
| | \ \ J Y | |
Le ~ ! ‘ ( iL
__ \ \ \
yt ) 2 ! \ / A
3 N SJ :
2 | ! \ | \ / |
& | PROPOSED BUILDING | N | \ | |
| 2 | | we | \. y / i |
= \ XS :
| ly \ \ | > | |
| : TS | \ x I |
| | TT \ J
| | ‘, | \ / I |
2000
NOTE
STREET PARKING BAY LAYOUT PLAN PRE DEVELOPMENT DISTANCE TO NEXT CROSSOVER
IS 87 METRES DUE TO WIDENED ENTRANCE. THE
AVAILABLE SPACES WILL BE 13 WITH A POTENTIAL
— —— PROPERTY BOUNDARY LINE LOSS OF 1 PARKING SPACE.
T T —— EXISTING TELSTRA LINE
W Vv EXISTING WATER MAIN
|
2 a ——
- = | _ > EXISTING CONTOUR LINE (1.0m INTERVALS)
z |{z b e\\ |
= 2 a = | EXISTING POWER POLE
Ss a = z
S VEWLAND DRIVE ! CD EXISTING TELSTRA PIT
a
| x PROPOSED 450 x 450 FIELD INLET
4,
“yp |
® | B= PROPOSED 600 x 600 SPEL FILTER BASKET
° AS PER MANUF. SPEC.
LOCALITY PLAN
SCALE 1:5000
APPROVED SCALE 1:100 JOB DESCRIPTION DRAWING TITLE
AV—V—V NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN i NOOSA YOUNGCARE STREET PARKING BAY LAYOUT PLAN
CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
VIE NST. RPEO. 0M7, NEER 3 14/699 SANDGATE ROAD DESIGNED NM NOOSA HEADS
——————— CLAYFIELD, QLD 4011
A 0.2 & THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 3862 1886 APPROVED NM CLIENT DRAWING REVISION
No. REVISION DATE DWN NEIL McKENZIE & ASSOCIATES © Copyright FAX: (07) 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C07 NUMBER A