Original source · versioned page text
Generally in Accordance Plans OPW12-0095.02.pdf
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
EXISTING
STAGES
STAGE 5
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\STAGING
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PLAN:
1:500
PROJECT: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
N
(A1) 1:500 CONSTRUCTION STAGING PLAN M1717E5 L01 A
A1
0 5 10 15 20 25 50
Metres
SUNSHINE COAST URBAN DESIGNERS (A3) 1:1000 LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF A ORIGINAL ISSUE FOR COUNCIL 28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: STAGING.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
Documeht Set /D+2158828°
sae acral
FUSES 5
URBANCONSULTANTS #?uhean
100
SP290665
BRISBANE - SUNSHINE COAST - CENTRAL QLD
1:500
Al
909
SP290665
Ea
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
oO 5 10 15 20 25 (A1) 1:500 50
———
(A) 1:1000
‘20 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IFIN DOUBT PLEASE ENQUIRE
APPROVED
oC Ree S087 abeascs1 “Treea.soss | ORAWN [PEM
cnecxeo | ADF |_A
TIMKINNEY yAFRASER Pappas [PESIONEO]PGM.
MARSH
ORIGINAL ISSUE FOR COUNCIL
28/02/18 | PGM
LEGEND :
EXISTING CONTOURS
EXISTING LOT BOUNDARIES
PROPOSED LOT BOUNDARIES
FUTURE LOT BOUNDARIES
Orpea sos a DATUM: AHD _ | ISSUE:
DETAILS:
pare: | INIT:
SUBJECT STAGE
CONSTRUCTION STAGING PLAN
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
DIAL BEFORE |
YOU DIG
www.1100,com.au
The Essential First Step
DETAILS: -
M1717E5 LOl A
LOCAL AUTHORITY REF
NOOSA COUNCIL
COUNCIL REE:
OPW12/0095
FILENAME: STAGING.
‘STASEOTE NAWTET STAGE S\DESTGNY WORKING DRAWNGSISTAGING
Version: 1, Version Date: 17/08/2021
“COMAIGHT © 2OLLFP UR
‘CONSULTANTS PTV LTD_THIS DOCUMENT MIAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART ORIN WHOLE WITHOUT THE WRITTEN CONSENT OF FP URBA
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Page 2
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
SW
SW
SW
SW
SW
SW
SW
RPEQ DESIGNED SHORING SYSTEM TO BE
OBTAINED PRIOR TO COMMENCEMENT OF
WORKS ON SITE.
CONTRACTOR TO ENSURE EXCAVATION
FACE ADJACENT TO BOUNDARY IS IN A
STABLE STATE AT ALL TIMES DURING
CONSTRUCTION.
CONTRACTOR TO ENSURE NO DAMAGE
OCCURS TO ADJOINING PROPERTY
DURING WORKS.
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\EARTHWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PLAN:
1:250
PROJECT: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
N
(A1) 1:250 EARTHWORKS LAYOUT PLAN M1717E5 EW01 C
A1
0 2.5 5 7.5 10 12.5 25
Metres
SUNSHINE COAST URBAN DESIGNERS (A3) 1:500 LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM C REVISED FOR CUL-DE-SAC AMENDMENTS 04/05/18 PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
REVISED AND RE-ISSUED FOR COUNCIL
ORIGINAL ISSUE FOR COUNCIL
27/04/18 PGM
28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: EARTHWORKS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
4,
GENERALLY IN ACCORDANCE
OPW1 2/0095.02 31 AUG 2024 “prmuniry centre
4 [ |
,, NOOSA COUNCIL
Ty dL
LOCALISED SHAPIN
TO EXISTING FIELD!
,, INLET SL. 3
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLAN
— JFOP
URBANCONSULTANTS #?uhean
Documeht Set }D:-2158828°
LEGEND:
EXISTING CONTOURS 32 ——_
FINISHED CONTOURS —22
PROPOSED KERB
AND CHANNEL
SPOT LEVELS &
( 419.62 DENOTES NATURAL SURFACE LEVEL}
PAD LEVEL (PL)
PROPOSED FILL (128 m*)
PROPOSED CUT (2,239 m*)
PROPOSED CONCRETE SLEEPER
RETAINING WALL PE
BATTER BETWEEN ALLOTMENTS —seeyeevep eee HHH:
{at 1 in 2 max.)
BATTER TO ALLOTMENT
PROPOSED SEWERAGE LINE
PROPOSED STORMWATER LINE
PROPOSED ROOFWATER LINE
==—__ sw
Rw —s——_
PRIOR TO COMMENCEMENT OF WORKS
REFER TO VEGETATION MANAGEMENT
PLAN, REHABILITATION PLAN AND
LANDSCAPE ARCHITECTS PLANS
NOTE:
THE CONTRACTOR IS TO ENSURE THAT FOOTINGS FOR
RETAINING WALLS ARE CLEAR OF THE PROPOSED SEWER
AND ROOFWATER LINES.
SAFETY FENCE NOTE
STAR PICKET AND SAFETY BARRIER MESH FENCE TO BE ERECTED
ON TOP OF ALL RETAINING WALLS GREATER THAN 1.0m IN HEIGHT
RETAINING WALL CERTIFICATION
1, CIVIL CONTRACTOR TO OBTAIN DESIGN AND CONSTRUCTION
RPEQ CERTIFICATION FOR ALL CONCRETE SLEEPER, SANDSTONE
BOULDER & CONCRETE BLOCK RETAINING WALLS
2. WALL DESIGN AND CERTIFICATION TO BE PROVIDED TO
SUPERVISING ENGINEER PRIOR TO CONSTRUCTION.
3. CONSTRUCTION CERTIFICATION TO BE PROVIDED TO SUPERVISING
ENGINEER PRIOR TO "ON MAINTENANCE” INSPECTION.
EXISTING SERVICES LOCATIONS
THE DESIGN DETAILED ON THIS PLAN HAS BEEN PREPARED BASED
ON SERVICE AUTHORITY AS CONSTRUCTED INFORMATION,
NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY EXISTING
SERVICES LOCATIONS AND DEPTHS.
IT 1S THE CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING
(HYDROVAC EXCAVATION) PRIOR TO COMMENCEMENT OF CONSTRUCTION
BUILDING PAD SETOUT TABLE -
RPEQ DESIGNED SHORING SYSTEM TO BE
OBTAINED PRIOR TO COMMENCEMENT OF
WORKS ON SITE.
CONTRACTOR TO ENSURE EXCAVATION
FACE ADJ ACENTTO BOUNDARY ISIN A
‘STABLE STATE ATALL TIMES DURING
BUILDING “B” CONSTRUCTION
——_—— CONTRACTOR TO ENSURE NO DAMAGE
BUILDING PAD SETOUT TABLE - BUILDING PAD SETOUT TABLE - PT No. | TYPE | EASTING |NORTHING| LEVEL OCCURS TO AAD OINING PROPERTY
POOL AREA BUILDING “A” 9 | PT | 7437.220 [4743.498 | 3.13
EAE AREA eis wo | PT | 7642.911 | 724.341] 3.13
PT No.| TYPE | EASTING [NORTHING] LEVEL PT No.| TYPE | EASTING [NORTHING] LEVEL b | pr | qeezone laresans | ap FOR NOTES AND DETAILS
21 | PT [7392542] 755.012 | 3.25 1 | PT | 7366.065 | 4725.083 | 3.53 3 | PT | 7495.772 | 4752.729 | 3.13 REFER DWG No.M1717E5 EW02
22 | PT | 7391629 | 4749.088 | 3.25 2 | PT | 7364.580 | 4715.895 | 3.53 a | PT | 7501472 | 4788.712 | 3.13
23. | PT | 7398565 | 4748.020| 3.25 3 | PT | 7368523 | 4702.621| 3.53 15 | PT | 7495.222 | 789.695 | 3.13
2 | PT | 7401843 | 4745.160 | 3.25 4 | pT | 7371467 | 4698323 | 353 1% | PT | 7496047) 4794.937| 3.13 DIAL BEFORE )
25 | PT | 7403.820 | 4738504 | 3.25 5 | PT | 7430047] 4795.729 | 3.53 17 | PT | 7477504 | 4797842 | 3.13
26 | PT | 7415.555 | 4741989 | 3.25 6 | PT | 7430.361) 4720957 | 3.53 18 | PT | 7472543 | 4766264] 3.13 YOU DIG
27 | PT | 7427871 | 4740077] 3.25 7 | PT | 7426.403 | 4734281 3.53 19 | PT | 7466.445 | 4757.471 | 3.13 waw.1100.comau
27_|_PT | 7429.382 | 4749.158 | 3.25 8 | PT | 7417.007 | 4740.340| 3.53 20 | PT | 7444.955 | 4751076 | 3.13 Ail
Ea
00 ee nn te wpe une 95 EARTHWORKS LAYOUT PLAN M1717E5 EWO1 C
Al (3) 1:500 “ee LOCAL AUTHORITY REF:
(DO NOT SCALE FROM THIS DRAWING -USE ONLY DIMENSIONS PROVIDED -IFIN DOUBT PLEASE ENCUIRE NOOSA COUNCIL
APPROVED T.MCKINNEY aAFRASER Pareas JDESIGNED| PGM| C REVISED FOR CUL-DE-SAC AMENDMENTS 04/05/18 | PEM. NOOSA DOMAIN PTY. LTD. ‘COUNCIL REF:
Aco__ SHE MA ois el | eo mencen@roneomas [bie et OOSA DOMAIN RETIREMENT VILAGE OPW12/0095
siciinmmcrs Opty 0 al tone uns} fat) 3S WALTER HAY DRIVE, NOOSAVILLE sn apne oc
The Essential First Step
Pay
‘STOSTEOTE NAWITIT STAGE S\OESTGN WO RKING DRAWIVGSIERRTAW ORS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © 2011 IFP URBAN CONSULTANTS PIY LTD. THIS DOCUMENT MAY NOT BE Ci
ED OR TRANSMITTED IN ANY FORM GR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WAITTEN CONSENT OF IFP URBAN CONSULTANTS PTV UTD
Page 3
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
·
·
·
RPEQ DESIGNED SHORING SYSTEM TO BE
OBTAINED PRIOR TO COMMENCEMENT OF
WORKS ON SITE.
CONTRACTOR TO ENSURE EXCAVATION
FACE ADJACENT TO BOUNDARY IS IN A
STABLE STATE AT ALL TIMES DURING
CONSTRUCTION.
CONTRACTOR TO ENSURE NO DAMAGE
OCCURS TO ADJOINING PROPERTY
DURING WORKS.
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\EARTHWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PLAN:
1:20
PROJECT: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS (A1) 1:20 EARTHWORKS DETAILS PLAN M1717E5 EW02 B
A1
0 0.2 0.4 0.6 0.8 1 2
Metres
SUNSHINE COAST URBAN DESIGNERS (A3) 1:40 LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
REVISED AND RE-ISSUED FOR COUNCIL
ORIGINAL ISSUE FOR COUNCIL
27/04/18 PGM
28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: EARTHWORKS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
Docume
EARTHWORKS NOTES
1
SITE TO BE FREE DRAINING TO ROOFWATER DRAINAGE OR ROADWAY.
CLEARING AND GRUBBING
2
ANY CLEARING REQUIRED TO BE UNDERTAKEN BY THE CONTRACTOR IS TO BE
STRICTLY IN ACCORDANCE WITH THE COUNCIL APPROVED VEGETATION MANAGEMENT
PLAN, INCLUDING THE LIMITS OF ALLOWABLE CLEARING, TREE PROTECTION
REQUIREMENTS AND THE USE OF A FAUNA SPOTTER/CATCHER, AS SPECIFIED
UNLESS OTHERWISE SPECIFIED OR DIRECTED, THE AREA TO BE CLEARED IS THAT
REQUIRED BY SITE REGRADING WORKS, INCLUDING THE AREA OCCUPIED BY THE
COMPLETED ROAD FORMATION AND ASSOCIATED DRAINAGE WORKS AND EROSION AND
SEDIMENTATION MEASURES, THE CONTRACTOR SHALL ENSURE THAT ONLY THE
ABSOLUTE MINIMUM AREA FOR CONSTRUCTION IS CLEARED
THE AREA WITHIN THE LIMITS OF CLEARING SHALL BE CLEARED OF ALL VEGETATION,
BOTH LIVING AND DEAD, ALL MINOR MAN-MADE STRUCTURES (SUCH AS FENCES,
BUILDING MATERIAL AND EXISTING DRIVEWAYS), ALL RUBBISH AND OTHER MATERIALS
WHICH, IN THE OPINION OF THE SUPERINTENDENT, ARE UNSUITABLE FOR USE IN THE
WORKS WITH THE EXCEPTION OF CERTAIN TREES MARKED FOR PRESERVATION.
ALL TREES AND STUMPS ON OR WITHIN THE LIMITS OF CLEARING, THAT ARE TO BE
REMOVED BY GRUBBING OPERATION SHALL BE CARRIED OUT TO A DEPTH OF 0.5m
BELOW THE NATURAL SURFACE OR 1.5 METRES BELOW THE FINISHED SURFACE LEVEL,
WHICHEVER IS THE LOWER
TOPSOIL
6,
ALL TOPSOIL ON ROADWORKS AREAS SHALL BE STRIPPED AND STOCKPILED PRIOR TO
THE COMMENCEMENT OF ANY EARTHWORKS OPERATIONS. A TOPSOIL DEPTH OF 150mm
HAS BEEN USED TO DETERMINE TOPSOIL AND EARTHWORK QUANTITIES. THE
CONTRACTOR IS TO SATISFY HIMSELF OF THE ACCURACY OF THESE QUANTITIES AND
TO MAKE ANY NECESSARY ALLOWANCE IF HE DISAGREES WITH QUANTITIES
EARTHWORKS
7
EARTHWORKS ARE TO BE IN ACCORDANCE WITH AS 3798 “GUIDELINES ON
EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS”
{LATEST ISSUE - INCLUDING ALL AMENDMENTS)
ALL FILLING SHALL BE COMPLETED TO A LEVEL 1 ARRANGEMENT, UNDER THE
SUPERVISION OF THE PRINCIPAL'S APPOINTED GEOTECHNICAL ENGINEER.
THE EARTHWORKS QUANTITIES FOR ROADWORKS ARE CALCULATED USING THE
MINIMUM ALLOWABLE TOTAL PAVEMENT THICKNESS (NOMINAL PAVEMENT)
VARIATIONS TO THE PAVEMENT DEPTHS WILL BE PAYABLE AT THE RATES SHOWN IN
THE PRICED SCHEDULE OF RATES.
10, “CUT” AND "FILL" QUANTITIES HAVE BEEN CALCULATED TO THE UNDERSIDE OF THE
TOPSOIL LAYER
ALL EARTHWORK QUANTITIES HAVE BEEN CALCULATED AND BILLED IN THE CONTRACT
AS "NETT" QUANTITIES, THAT IS NO ALLOWANCE FOR BULKING OR COMPACTION HAS
BEEN MADE.
12, ALL FILL PLACED ON THIS SITE IS TO COMPRISE OF ONLY NATURAL EARTH AND ROCK
AND IS TO BE FREE OF ALL CONTAMINANTS (REFER TO THE ENVIRONMENT AL.
PROTECTION ACT 1994 SECTION 11.), NO DEMOLITION MATERIAL IS TO BE USED.
SITE FILLING COMPACTION/TES TING
13, MATERIAL TO BE PLACED IN 300mm(MAXIMUM) LAYERS AND COMPACTED TO A MINIMUM
OF 95% AS. 1289(STANDARD) OF THE MAXIMUM DRY DENSITY. THE INSITU DENSITY OF
THE FILL MATERIAL SHALL BE TESTED AT THE RATE OF ONE LOCATION PER
ALLOTMENT AT THE FOLLOWING INTERVALS
© TOTAL DEPTH LESS THAN 300mm: -NO TEST REQUIRED
¢ = TOTAL DEPTH OF FILL 300mm - 600mm: -ONE(1) TEST PER ALLOTMENT
© TOTAL DEPTH EXCEEDING 600mm: -ONE(1) TEST IN THE FIRST LAYER THEN
-ONE(1) TEST ON EACH ALTERNATIVE LAYER
PLACED OVER THE FIRST LAYER
RETAINING WALL CERTIFICATION
1, CIVIL CONTRACTOR TO OBTAIN DESIGN AND CONSTRUCTION
RPEQ CERTIFICATION FOR ALL CONCRETE SLEEPER, SANDSTONE
BOULDER & CONCRETE BLOCK RETAINING WALLS.
2. WALL DESIGN AND CERTIFICATION TO BE PROVIDED TO
SUPERVISING ENGINEER PRIOR TO CONSTRUCTION,
3. CONSTRUCTION CERTIFICATION TO BE PROVIDED TO SUPERVISING
ENGINEER PRIOR TO “ON MAINTENANCE" INSPECTION
SAFETY FENCE NOTE
STAR PICKET AND SAFETY BARRIER MESH FENCE TO BE ERECTED
ON TOP OF ALL RETAINING WALLS GREATER THAN 1.0m IN HEIGHT
FENCE POST BRACKETS SHALL BE
ATTACHED TO UB POSTS FOR FUTURE
1.2m HIGH POOL FENCE IF ORDERED
bE
2
So
a
LE
>
3
2
a
CENTRE OF EXISTING
UB POST SURFACE
x| EL | — COMPACTED CLAY
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|
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FINISHED
lal
|
CONCRETE SLEEPER
SURFACE * PANELS
| FREE DRAINING
& | 6! GRANULAR FILL
VA 7A U1 _— 9100 SLOTTED DRAINAGE PIPE
POST FOOTING TO BE pe
TO DISCHARGE TO DRAINAGE
LOCATED ENTIRELY IN |
SYSTEM AS ADVISED ON SITE
PRIVATE PROPERTY a.
CENTRE OF ——+|
450mm FOOTING
TYPICAL SECTION - TYPE ‘A’
1.5m MAX CONCRETE SLEEPER/UB POST RETAINING WALL
SCALE 1:20
NOTE: RETAINING WALL DESIGN AND CONSTRUCTION
CERTIFICATION TO INCORPORATE LOADING FROM
FUTURE 1.2m HIGH POOL FENCE
EXISTING SERVICES LOCATIONS
THE DESIGN DETAILED ON THIS PLAN HAS BEEN PREPARED BASED
NOTE: PRIOR TO COMMENCEMENT OF WORKS
THE CON REFER TO VEGETATION MANAGEMENT
PLAN, REHABILITATION PLAN AND
LANDSCAPE ARCHITECTS PLANS
THE CONTRACTOR IS TO ENSURE THAT FOOTINGS FOR
RETAINING WALLS ARE CLEAR OF THE PROPOSED SEWER
AND ROOFWATER LINES.
ON SERVICE AUTHORITY AS CONSTRUCTED INFORMATION.
NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY EXISTING
SERVICES LOCATIONS AND DEPTHS.
IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING
{HYDROVAC EXCAVATION) PRIOR TO COMMENCEMENT OF CONSTRUCTION.
a= teases
FUSES
URBANCONSULTANTS
+t Set ID- 2158828"
27/04/18
28/02/18
PGM
PGM.
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
RPEQ DESIGNED SHORING SYSTEM TO BE
OBTAINED PRIOR TO COMMENCEMENTOF
WORKS ON SITE.
CONTRACTOR TO ENSURE EXCAVATION
FACE AD) ACENTTO BOUNDARY ISIN A
STABLE STATE ATALL TIMES DURING
CONSTRUCTION.
CONTRACTOR TO ENSURE NO DAMAGE
OCCURS TO ADJ OINING PROPERTY
DURING WORKS.
1:20 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
002 04 06 08 1 (at) 1:20
Al (A3) 1:40
00 NOT SCALE FROM TIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
APPROVED TORMKINEY — GyarRasen yspapras [PetoNeO]PGM
oC RPEQ.5087 npeasce: Tareq soss | onawn [PGM| B | REVISED AND RE-ISSUED FOR COUNCIL
Mansi caecxe [ADF |_A_| ORIGINAL ISSUE FOR COUNCIL
ronmoonsciirorseumancorumamsevice CISMARSH arom: anb | esue:| Dera:
DATE:
INT:
EARTHWORKS DETAILS PLAN
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
DIAL BEFORE |
ey YOU DIG
www.1100.com.au
The Essential First Step
DEW ATSS
M1717ES5 EWO2 B
“NOOSA COUNCIL
OPW12/0095
FILENAME: EARTHWORKS.DWG
‘STOSTEOTE NAWITIT STAGE S\OESTGN WO RKING DRAWIVGSIERRTAW ORS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY UTD TSO
TT MAY NOT BEC
ED OR TRANS
SV ANY MEANS IN PART ORINW
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 4
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
SW
SW
SW
SW
SW
SW
13/08/2021 \\JFP-MCY-DC1\SCDATASYNC\ENGJOBS\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
N
(A1) 1:250 ROADWORKS LAYOUT PLAN M1717E5 R01 E
A1
0 2.5 5 7.5 10 12.5 25
Metres
SUNSHINE COAST URBAN DESIGNERS (A3) 1:500 E CARPARKING & NOTATION AMENDED 09/08/21 CDV
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS D CARPARK AND PAVEMENT AMENDED 08/06/21 CDV NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM C CARPARKING & CUL-DE-SAC PAVEMENT AMENDED 04/05/18 PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
SILVER GULL BOULEVARD PAVEMENT AMENDED
ORIGINAL ISSUE FOR COUNCIL
27/04/18
28/02/18
PGM
PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: ROADWORKS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
/
o NOOSA COUNCIL COMMUNITY CENTRE
LEGEND :
EXISTING CONTOURS
EXISTING KERB AND CHANNEL = ===>=>=>=>>==2=
GENERALLY IN;ACCORDANCE PPWEAQ CHANNEL EXSTING STORMWATER Rs. ———s9-0
OP ‘ 095.02 31 AUG 2021 { 3 EXISTING SEWERAGE ———e— 5
— - : i j i I EXISTING WATER a
7 | EXISTING U/G ELECTRICAL += —————e
IPWEAG TYPE EXISTING TELSTRA ——;
‘B2' KERB 3 PROPOSED KERB AND CHANNEL
FUTURE KERB AND CHANNEL
PROPOSED RETAINING WALL a
DENOTES TRANSITION IN K&C
REFER INTERSECTION DETAILS ®
SINGLE PLATE STREET _
i a NAME SIGN
FLUSH TYPE KERB IPWEAQ TYPE ‘M6’ KERB HAZARD MARKER D4-5 —_
TIE IN NEATLY TO 1 TIE IN NEATLY TO ;
EXISTING KERB: | <— EXISTING KERB Li [email protected] CENTRES cccccccccccccccccs
a $0
2 EXISTING PARKING SPACES bo yf IPWEAQ CHANNEL ASPHALT PAVEMENT as
EXISTING FLUSH | DIM ‘A’ = 600mm
5 PARKING SPACES | }
TYPE KERB. 5
CONCRETE PAVEMENT
IPWEAQ TYPE
| | IPWEAQ TYPE B2' KERB ASPHALT PAVEMENT
TIE IN NEATLY TO | F < ~ { 'B2’ KERB / TO BE REMOVED
EXISTING KERB \ EXISTING FLUSH “a PAVEMENT AS PER BUILDERS PAVEMENT AS PER
TYPE KERB oo SPECIFICATION BY OTHERS BUILDERS SPECIFICATION PAVEMENT AS PER
& & BY OTHERS BUILDERS SPECIFICATION
~~ POOL AREA IPWEAQ CHANNEL BUILDING ‘BY pee) 50
ae DIM "A" = 600mm { [enna SPACES
wowrwrerecrees|
POWER/LIGHT POLE
TYPE 'M6'KERB.
PREVIOUSLY FUTURE TIE IN NEATLY TO
STAGE 5 EXISTING KERB
IPWEAQ TYPE
1 PARKING SPACE ‘M6’ KERB
EXISTING IPWEAQ CHANNEL
DIM ‘A’ = 600mm TO REMAIN
TYPE KERB.
EXISTING FLUSH Me"
TYPE KERB. EXISTING IPWEAQ TYPE ‘M6’ KERB
TYPE ‘M6’ KERB TIE IN NEATLY TO
rave CONCRETE PAVEMENT COTES He NEA
IPWEAQ TYPE BY OTHeRS .
M6* KERB.
4 EXISTING PARKING SPA
EXISTING IPWEAQ CHANNEL.
EXISTING IPWEAQ Ane
TYPE 'B2' KERB DIM °A’ = 600mm
BUILDING ‘A’ FLUSH TYPE KERB
eon - LL TIE IN NEATLY TO
[/ EXISTING PARKING SPACES ]} OPE MGNKERS PS Z yp tuyyy Y Lbs 3 6 | EXISTING KERB FOR NOTES REFER TO
e a DWG No. M1717E5 R02
EXISTING IPWEAQ pe FLUSH TYPE KERB
TYPE'B2" KERS AEST ERD & CHANNEL 10 BE REMOVED aa REFER TO LANDSCAPE PLANS
CONCRETE PAVEMENT 5 a FOR FINAL TRIM DETAILS
EXISTING IPWEAQ 2S > CONCRETE PAVEMENT
GE som \ epsrncausn 8G exe Co Woh FOR EARTHWORKS DETAILS REFER TO
= TO BE REMOVED DWG No. M1717E5 EW01 - EW02
eee IPWEAQ TYPE
85 s EXISTING | == °B2' KERB THE CONTRACTOR IS TO NOTIFY THE SUPERVISING
Bae gy YPE = ENGINEER OF ANY DISCREPENCIES BETWEEN THE
- a DESIGN PLANS AND THE CONDITIONS ON SITE
¢ — PRIOR TO COMMENCEMENT OF ANY WORK
i ~ S + 7: a
RELOCATION OF : —s PRIOR TO COMMENCEMENT OF WORKS
ELECTRICAL/COMMS a - ‘5 EXISTING REFER TO VEGETATION MANAGEMENT
TO BE CONFIRMED BY SN eee a wead TYPE PLAN, REHABILITATION PLAN AND
R Jy ri Me eae CONCRETE PAVEMENT LANDSCAPE ARCHITECTS PLANS
existing a BY OTHERS
_ IPWEAG TYPE .
—_ "B2’ KERB eee
27 EXISTING PARKING SPACES
| DIAL BEFORE
C5 YOU DIG
www.1100.com.au
The Essential First Step
Ey DETAILS:
1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE PO ay
025 5 75 10 125 (Al) 1:250 25 ROADWORKS LAYOUT PLAN M1717ES RO1
Al Mewes
(3) 1:500 LOCAL AUTHORITY REF:
CARPARKING & NOTATION AMENDED 09/08/21 % iL
‘20 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IFIN DOU PLEASE ENQUIRE CARPARK AND PAVEMENT AMENDED 08/06/21
DESIGNED] PGM CARPARKING & CUL-DE-SAC PAVEMENT AMENDED | 04/05/18 NOOSA DOMAIN PTY. LTD. ‘COUNCIL REF:
BRISBANE - SUNSHINE COAST - CENTRAL QLD
SUNSHINE C
237-239 Brad
APPROVED COEMERINNEY — YAFRASER [5 LPAPPAS
Te ° “ oe _ Ree S087 rpcasee1 Teeea sose | orawn [PGM SILVER GULL BOULEVARD PAVEMENT AMENDED 27/04/18
URBANCONSULTANTS -fruscan consutrants D. A.C\N. 050.414 045 LANDSCAPE ARCHITECTS SL S.MARSH cueckeo [ADF | A | ORIGINAL ISSUE FOR COUNCIL 28/02/18 NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
rouspovseurorrrumavconsuiwsevire Clrpeqgoge — O DATUM: AHD _ [1SSUEF| DETAIL: DATE 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS.DWG
‘COPYRIGHT © 2011 FP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART ORIN WHOLE WITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY UTD
"TS OBTROEE WaFP-HACY- DCA SCAT ASTICENGIOBS WAL TET STAGE S\DESTGN WORKING DRAWINGS ROAD WORIS
Documeht Set /D+2158828°
Version: 1, Version Date: 17/08/2021
Page 5
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS
OPW12/0095.02 31 AUG 2021
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PLAN:
1:20
PROJECT: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS (A1) 1:20 ROADWORKS DETAILS PLAN M1717E5 R02 A
A1
0 0.2 0.4 0.6 0.8 1 2
Metres
SUNSHINE COAST URBAN DESIGNERS (A3) 1:40 LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF A ORIGINAL ISSUE FOR COUNCIL 28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: ROADWORKS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
SWALLOW STREET - CONTROL LINE DETAILS
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
me | ep) od
FUSES
URBANCONSULTANTS
Documeht Set }D+2158828
PT CHAINAGE | EASTING | NORTHING BEARING RAD/SPIRAL | A.LENGTH | DEFL.ANGLE
START 0.000 1436.844 | 4773.289 | 189°26'49.87" - - -
TC 32.288 | 7431545 | 4741439 | 189°26'49.87" - - -
CURVE 37.442 7430.677 | 4736.226 - R = -18.900 10.308 31°14'54.94"
cr 42.596 | 7432.640 | 4731318 | 158°11'54.93" - - -
Te 47.047 | 7434.293 | 4727.185 | 158°11'54.93" - - -
CURVE 54.142 | 7437.149 | 4720.046 - 14.191 54°45'06.46"
CT 61.237 | 7444.628 | 4718.258 | 103°26'48.46" - - -
TC 72.402 7455.487 | 4715.661 | 103°26'48.46" - - -
CURVE 74.731 7457.805 | 4715.107 - R = -8.900 4.659 29°59'25.22"
cr 77.061 | 7460.090 | 4715.786 | 73°27'23.24" - - -
END 114.506 | 7495.986 | 4726.448 | 73°27'23.24" - - -
SILVER GULL BOULEVARD - CONTROL LINE DETAILS
PT CHAINAGE | EASTING | NORTHING BEARING RAD/SPIRAL | A.LENGTH | DEFL.ANGLE
START 0.000 7362.689 | 4744.349 | 98°57'07.14" - - -
TC 25.757 7388.133 | 4740.342 | 98°57'07.14" - - -
CURVE 29.094 | 7391.485 | 4739.813 - R = -15.000 6.675 25°29'43.90"
oT 32.432 | 7394.738 | 4740.780 | 73°27'23.24" - - -
END 32.990 | 7395.273 | 4740.939 | 73°27'23.24" - - -
BLUE GUM STREET - CONTROL LINE DETAILS
PT CHAINAGE | EASTING | NORTHING BEARING RAD/SPIRAL | A.LENGTH | DEFL.ANGLE
START 0.000 7367.715 | 4690,.620 | 73°27'22.54" - - -
Te 62.738 | 7427.856 | 4708.484 | 73°27'22.54" - - -
CURVE 66.013 7431.13 | 4709.452 - R = -10.000 6.551 37°31'55.80"
CT 69.289 | 7433.107 | 4712.203 | 35°55'26.74" - - -
START 719.823 | 7439.288 | 4720.734 | 35°55'26.74" - - -
NOOSA COUNCIL
WARNING TAPE
150 MIN.
25 POLYTHENE
WATER SERVICE
925 TELSTRA
CONDUIT
PROPERTY.
125mm THICK CONCRETE
ACCESS DRIVEWAY
PROTECTION
COVER STRIP
>
ia
<
a
Zz
5
S
a
300 COVER
450 COVER
GAS SERVICE
#100 CONDUIT
(IF APPLICABLE)
TRENCH WIDTH AS
REQUIRED (600mm MIN.)
|
| 750 COVER
+ 40 ELECTRICAL CONDUIT
(H.D. ORANGE TO AS 2053)
250 MIN
CLEAR
TRENCH
TYPE ‘A’
SERVICE TRENCH TYPE ‘A‘ DETAIL
SCALE 1:20
280
>|>
Ze
o <<
EXISTING a2
SURFACE z\3
2/8
HAZARD
MARKER D4-5
4 230
TEMPORARY ——
CONCRETE SLEEPER
RETAINING WALL
1.0m
ROAD
TEMPORARY EDGE
@ RESTRAINT
END OF ROAD DETAIL
SCALE 1:20
1:20 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
002 04 06 08 1 (Aa) 1:20
Al (A3) 1:40 _—
201NOTScNE FROM THiS DRAWING -USE ONLY DIVENSIONS PROVIDED-F DOUBT EASE ENQUIRE
ApPROvED [OTMGKINNEY —gyAsRasER Cyirarpas [Psteneo|PGM
AR tecasos? “Brreascor Clreea cass [ oRAwWN [PGM
Formponsciarorieumancosunasrvre Cemetth, O
cuecxeo [ADF | _A_| ORIGINAL ISSUE FOR COUNCIL
ROADWORKS NOTES
1
2
3
PAVEMENT
1
2
TOPSOIL
1
2.
SITE FILL
MATERIAL IS TO BE PLACED IN 300mm. (MAXIMUM) LAYERS AND COMPACTED TO A MINIMUM OF
95% AS1289 (STANDARD) OF THE MAXIMUM DRY DENSITY.
THE INSITU DENSITY OF THE FILL MATERIAL SHALL BE TESTED AT THE RATE OF ONE
LOCATION PER ALLOTMENT AT THE FOLLOWING INTERVALS:-
1
2
3.
ACCESS ROUTES.
THE CONTRACTOR MAY BE REQUIRED, FROM TIME TO TIME, DURING THE PERIOD OF
CONSTRUCTION, TO CLEAN THOSE PARTS OF THE ACCESS ROUTE TO THE SITE THAT MAY
BE AFFECTED BY ANY MATERIAL DROPPED, DEPOSITED OR SPILLED ON THE ROADS AS A
RESULT OF CONSTRUCTION PROCESSES ASSOCIATED WITH THE SITE. ALL CONSTRUCTION
TRAFFIC TO THE SUBJECT PROPERTY SHALL BE ACCESSED VIA EENIE CREEK ROAD.
28/02/18 | PGM
DATUM: AHD | IsSUE:| DETAILS:
ROADWORKS DETAILS PLAN
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
ome Tar] 35 WALTER HAY DRIVE, NOOSAVILLE rue Name
ALL DIMENSIONS ON THE DRAWINGS ARE IN METRES UNLESS SHOWN OTHERWISE.
ALL TURNOUT RADII ARE TO THE LIP OF THE CHANNEL.
REFER TO TABLE ‘A’ ON THIS PLAN FOR DETAILS OF KERB AND CHANNEL TYPE AND
ASPHALTIC CONCRETE SURFACING THICKNESS
LENGTH AND LOCATION OF MITRE DRAINS SHALL BE DETERMINED ON SITE BY THE
SUPERINTENDENT.
ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT NOOSA COUNCIL
STANDARDS AND STANDARD DRAWINGS UNLESS DIRECTED OTHERWISE
THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING SERVICES WITH ALL
RELEVANT AUTHORITIES BEFORE COMMENCING CONSTRUCTION, ANY COSTS
ASSOCIATED WITH REPAIRING DAMAGE TO EXISTING SERVICES SHALL BE PAID FOR BY
THE CONTRACTOR.
THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE
RELEVANT AUTHORITY SPECIFICATIONS.
SUB-BASE GRAVEL COMPACTED TO 95% AS1289 (MODIFIED) AND OF MINIMUM
THICKNESS 75mm SHALL EXTEND UNDER THE KERB AND CHANNEL TO 150mm (MIN.)
BEHIND THE KERB.
TELSTRA TO RECEIVE 3 WEEKS NOTICE BEFORE INSTALLATION OF CONDUITS
THE CONTRACTOR SHALL VERIFY OFFSET PEG LOCATIONS AND BENCH MARK LEVELS
AND ADVISE THE SUPERINTENDENT OF ANY DISCREPANCY BEFORE THE
COMMENCEMENT OF CONSTRUCTION.
SIDE DRAINS SHALL BE LOCATED UNDER ALL KERB AND CHANNEL AS PER CURRENT
NOOSA COUNCIL STD DWG., SEQ R-140, R-141 & R-142
THE ROAD PAVEMENT ADOPTED WILL BE DETERMINED BY THE ENGINEER AND
APPROVED BY THE NOOSA COUNCIL. THIS PAVEMENT SHALL BE BASED ON SOIL TESTS
TAKEN AT FORMATION LEVEL.
ANY VARIATIONS TO THE NOMINAL PAVEMENT THICKNESS WILL BE PAID AT THE
RATES SHOWN IN THE PRICED SCHEDULE OF RATES
ALL TOPSOIL ON ROADWORK AREAS SHALL BE STRIPPED AND STOCKPILED PRIOR TO
THE COMMENCEMENT OF ANY ROADWORK OPERATIONS
A TOPSOIL DEPTH OF 150mm. HAS BEEN USED TO DETERMINE TOPSOIL AND EARTHWORK
QUANTITIES. THE CONTRACTOR IS TO SATISFY HIMSELF OF THE ACCURACY OF THESE
QUANTITIES AND TO MAKE ANY NECESSARY ALLOWANCE IF HE DISAGREES WITH THEM.
TOTAL DEPTH LESS THAN 0.3M. - NO TEST REQUIRED.
TOTAL DEPTH OF FILL 0.3M. TO 0.6M. - ONE (1) TEST PER ALLOTMENT.
TOTAL DEPTH EXCEEDING 0.6M. - ONE (1) TEST IN THE FIRST LAYER THEN
ONE (1) TEST ON EACH ALTERNATE LAYER PLACED OVER THE FIRST LAYER
DIAL BEFORE |
YOU DIG
www.1100,com.au
The Essential First Step
DETAILS:
M1717E5 RO2 A
LOCAL AUTHORITY REF
NOOSA COUNCIL
‘COUNCIL REF:
ROADWORKS.DWG
‘STOSEOTE NATIT STAGE S\DESTGN WORKING DRAW INGSIRORDWORKS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © D011 IFP URBAN CONSUL
NTS PTYLTD. THIS
NT MAYNOT
ED OR TRANS
Fv OR BY ANY MEANS IN PART OR IN Wi
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 6
SW
SW
SW
-
NOOSA COUNCIL
SW
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
SW
SW
13/08/2021 \\JFP-MCY-DC1\SCDATASYNC\ENGJOBS\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\INTERSECTION
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
N
(A1) 1:250
G CARPARKING AMENDED 09/08/21 CDV ROADWORKS INTERSECTION DETAILS PLAN M1717E5 R03 G
A1
0 2.5 5 7.5 10 12.5 25
Metres F SWALLOW STREET CARPARK AMENDED 08/06/21 CDV
SUNSHINE COAST URBAN DESIGNERS (A3) 1:500 E BLUE GUM STREET NAME AMENDED 08/01/20 ADF
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS D SILVER GULL BLVD KERB SETOUT REVISED 09/08/18 PGM NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM C REVISED FOR CUL-DE-SAC PAVEMENT AMENDMENTS 04/05/18 PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
REVISED AND RE-ISSUED FOR COUNCIL APPROVAL
ORIGINAL ISSUE FOR COUNCIL
27/04/18
28/02/18
PGM
PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: INTERSECTION.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
Docume
LIP OF KERB SETOUT TABLE -
SWALLOW AND BLUE GUM STS
PT No.| TYPE | EASTING |NORTHING| LEVEL
21 KTP | 7446.360 | 4720.517 -
22 KTP | 7448.319 | 4720.568 -
23 KTP | 7494.789 |4734.283| -
24 KTP | 7497.468 | 4737.346 -
37 KTP | 7504.474 | 4729.978 -
38 TP | 7504.128 | 4730.001 -
39 TP | 7503.464 | 4729.910 -
40 TP | 7503.349 | 4729.771 -
41 KTP | 7445.538 | 4716.189 | 3.393
42 KTP | 7443.056 | 4716.399 | 3.405
43 KTP | 7440.717 | 4715.898 | 3.447
Ak KTP | 7438.619 | 4714.751 | 3.500
45 KTP | 7436.885 | 4712.986 | 3.547
46 KTP | 7435.212 | 4710.678 | 3.597
47 KTP | 7434.236 | 4709.330 | 3.613
48 KTP | 7433.458 | 4708.416 | 3.608
49 KTP | 7432.474 | 4707580 | 3.614
50 KTP | 7432.163 | 4707.187 | 3.623
51 KTP | 7432.134 | 4706.592 | 3.639
52 KTP | 7433.634 | 4701542 | 3.797
53 KTP | 7427.159 | 4710.833 | 3.473
54 KTP | 7427.704 | 4710.995 | 3.470
55 KTP |7429.443 | 4712.164 | 3.460
56 KTP | 7430.238 | 4712.826 | 3.455
57 KTP | 7430.927 | 4713.625 | 3.450
58 KTP | 7431.011 | 4713.742 | 3.449
59 KTP | 7432.235 | 4715.431 | 3.438
60 KTP | 7433.315 | 4717.469 | 3.417
61 KTP | 7433.799 | 4719.811 | 3.375
62 KTP | 7433.617 | 4722.096 | 3.335
63 KTP | 7432.788 | 4724.297 | 3.312
= JFOP
URBANCONSULTANTS
+t Set ID- 2158828"
900 CHANNEL
WA
B2 KERB
TRANSITION
TO M6 KERB
BUILDING ‘A’
BUILDING ‘A’ ¥°
TRANSITION TO
FLUSH KERB
18%
w
yy
S|
BUILDING ‘A’
Lo
| —=
POOL AREA
LIP OF KERB SETOUT TABLE -
SILVER GULL BLVD
PT No.| TYPE | EASTING |NORTHING| LEVEL
78 KTP | 7386.215 | 4743.579 | 3.613
19 KTP | 7386.693 | 4743.504 | 3.615
80 KTP | 7389.177 | 4743.706 | 3.628
81 KTP | 7391.254 | 4744.981 | 3.636
82 KTP | 7393.772 | 4746.438 | 3.638
83 KTP | 7396.640 |4746.472 | 3.631
84 KTP | 7399.235 | 4745.037 | 3.616
85 KTP | 7400.729 | 4742.588 | 3.602
86 KTP | 7400.713 | 4739.238 | 3.585
87 KTP | 7398.896 | 4736.538 | 3.568
88 KTP | 7395.898 | 4735.273 | 3.552
89 KTP | 7392.635 | 4735.886 | 3.535
90 KTP | 7390.305 | 4736.867 | 3.522
91 KTP | 7387.935 | 4737.437 | 3.510
93 KTP | 7381594 | 4738.436 | 3.477
94 KTP | 7381.035 | 4738.301 | 3.469
95 KTP | 7380.736 | 4737.81 | 3.472
96 KTP | 7379.973 | 4732.921 | 3.625
97 KTP | 7367.625 | 4734.866 | 3.494
98 KTP | 7368.427 | 4740.007 | 3.341
99 KTP | 7367.673 | 4740.873 | 3.351
104 KTP | 7378.145 | 4744.780 | 3.552
FLUSH TYPE KERB
TO BE REMOVED
LIP OF KERB SETOUT TABLE -
BLUE GUM ST CH0.000-4.871
M6 KERB
PT No.| TYPE | EASTING |NORTHING} LEVEL
64 KTP | 7371.037 | 4682.948 ) 4.105
65 KTP | 7369.671 | 4687.549 | 3.960
66 KTP | 7369.381 | 4687.906 | 3.949
67 KTP | 7368.925 | 4687.954 | 3.945
68 KTP | 7368.541 | 4687,840 | 3.947
69 KTP | 7366.947 | 4693.208 | 3.779
70 KTP | 7367.437 | 4693.562 | 3.744
nM KTP | 7367.883 | 4693.924 | 3.762
72 KTP | 7367.942 | 4694.495 | 3.789
B KTP | 7366.618 | 4698.952 | 3.929
Th KTP | 7369.302 | 4699.750 | 3.911
715 KTP | 7370.626 | 4695.292 | 3.775
16 KTP | 7370.988 | 4694.846 | 3.745
71 KTP | 7371559 | 4694.787 | 3.723
EXISTING IPWEAQ CHANNEL
DIM ‘A’ = 600mm TO REMAIN
SWALLOW ST AND ROAD 6
LIP OF KERB SETOUT TABLE -
>
FLUSH KERB \—
PT No.| TYPE | EASTING |NORTHING| LEVEL
25 TP | 7497.862 | 4737.980 -
26 KTP | 7497.238 | 4738.837 -
27 TP | 7492.142 | 4739.641 -
28 TP | 7492.235 | 4740.233 -
29 TP | 7491050] 4740.420) -
30 TP | 7492482] 4749508] -
31 TP 7493.668 | 4749.321 -
32 KTP | 7493.761 | 4749.915 -
33 KTP | 7498.856 | 4749.106 -
34 KTP | 7499.392 | 4749.782 -
35 TP | 7499.714 | 4749.730] -
36 KTP | 7511821 | 4729.473) -
105 TP | 7505.330 | 4723.057 -
106 TP | 7455.457 | 4708338 -
107 | KTP | 7453.617 | 4714.572 -
108 | KTP | 7452.996 | 4714.910 -
109 KTP | 7452.180 | 4714.670 -
10 TP | 7451.922 | 4714.663 -
"1 TP | 7453.303 | 4715.105 -
EXISTING IPWEAQ
CHANNEL
DIM ‘A’ = 600mm
BUILDING ‘B’
1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
o 25 5 75 10 125 (at) 1:250 25 S
Al (A3) 1:500 " t
00 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - FIN DOUBT PLEASE ENQUIRE D
APPROVED LOTMEnnney gyateaser yiearpas [PSIONE|PEM| C
ARO RPEQ.5087 RPEQ 5691“ RPEQ 6086 oe Fem 8
‘ouworenisrmrownoamasnae SMASH ero | ADF] A
TO MATCH EXISTING
~ = i
FLUSH KERB
BUILDING ‘B’
M6 KERB
TO REMAIN
BUILDING ‘B'
B2 KERB
LIP OF KERB SETOUT TABLE -
SWALLOW ST CARPARK
ZL
STENCILLED COLOURED ASPHALT ©
s—
LIP OF KERB SETOUT TABLE -
SWALLOW ST CH0.000-24.796
PT No.| TYPE | EASTING [NORTHING| LEVEL
1 | KTP | 7445.167 | 4769.013 | 2.943
2 | KTP | 7442.978 | 4768.96 | 2.943
3. | KTP | 7440.928 | 4768.231 | 2.934
(4. | KTP | 7437.907 | 4763,834 | 2.925
{53 | KTP | 7439.982 | 4767550 | 2.925
$6) | KTP | 7439,753 | 4766.780 | 2.890
$73 | KTP | 7440.352 | 4766.244 | 2.960
£83 | KTP | 7445,564 | 4765.377 | 3.120
9 | KTP | 7443512 | 4753047) 3.183
10 | KTP | 7437.051| 4754.122 | 2.991
11 | KTP | 7436.501 | 4753.98 | 2.982
12 | KTP. | 7436.188 | 4753.505 | 2,985
13, | KTP | 7427.599 | 471.950 | 3.012
14 | KTP | 7429,902 | 4771079 | 3,005
15 | KTP | 7431.708 | 4769,374 | 3,029
16 | KTP | 7432.692 | 4767.201 | 3,063
17 | KTP | 7432.759 | 4764.726 | 3.084
18 | KTP | 7429.986 | 4762.951| 3.166
19 | KTP | 7428.123 | 4751813 | 3.232
20 | KTP | 7430.193 | 4749.259 | 3.174
(21; | TP | 7433893 | 4737.960| -
$122) | TP | 7435581] 4738224)
$1233 | IP | 7437.559 | 4731522 | -
$1243 | IP | 7440.053 | 4732.258| -
$125) | TP | 7435379 | 4748093]
(1263 | TP | 7435.355 | 4.748.496
NOTE: ALL RADII ARE MEASURED TO THE
> LIP OF THE KERB AND CHANNEL.
3
F
we
oS
o
TO BE REMOVED
TYPE | EASTING |NORTHING| LEVEL
KTP | 7505.395 | 4786.014 | 2.678
KTP | 7505.261 | 4786.572 | 2.673
KTP | 7504.771 | 4786.872 | 2.670
KTP | 7499.900 | 4787.638 | 2.820
KTP | 7501065 | 4795.047| 2.695
KTP | 7505.948 |4794.279 | 2.597
KTP | 7506.550 | 4794.448] 2.594.
KTP | 7506.807 | 4794.909 | 2.592
cov
cov
ADE
PGM
PGM
PGM
PGM.
CARPARKING AMENDED 09/08/21
‘SWALLOW STREET CARPARK AMENDED 08/06/21
BLUE GUM STREET NAME AMENDED 08/01/20
SILVER GULL BLVD KERB SETOUT REVISED 09/08/18
REVISED FOR CUL-DE-SAC PAVEMENT AMENDMENTS | 04/05/18
REVISED AND RE-ISSUED FOR COUNCIL APPROVAL —_| 27/04/18
ORIGINAL ISSUE FOR COUNCIL 28/02/18
DETAILS: DATE:
INIT:
ROADWORKS INTERSECTION DETAILS PLAN
FLUSH TYPE KERB
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
KERB TYPES [email protected] LENGTH TRANSITION BETWEEN
ESS SHOWN OTHERWISE.
THE CONTRACTOR IS TO NOTIFY THE SUPERVISING
ENGINEER OF ANY DISCREPENCI
PLANS AND THE CONDITIONS ON SITE PRIOR TO
COMMENCEMENT OF ANY WORK.
IES BETWEEN THE DESIGN
EXISTING SERVICES LOCATIONS
THE DESIGN DETAILED ON THIS PLAN HAS BEEN PREPARED BASED
ON SERVICE AUTHORITY AS CONSTRUCTED INFORMATION,
NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY EXISTING
SERVICES LOCATIONS AND DEPTHS
IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING
(HYDROVAC EXCAVATION) PRIOR TO COMMENCEMENT OF CONSTRUCTION
LEGEND:
PAVEMENT CONTOURS
PROPOSED KERB AND CHANNEL
PROPOSED STORMWATER
SEWERAGE
WATER MAIN
EXISTING KERB AND CHANNEL
EXISTING U/G ELECTRICAL
TELSTRA
THRESHOLD PAVEMENT
TREATMENT
KERB TRANSITION
KERB [email protected] CENTRES
EB
Fl
PROJECT:
) DIAL BEFORE
YOU DIG
www.1100.com.au
The Essential First Step
Be
PLAN:
M1717ES R03
ISSUE:
G
LOCAL AUTHORITY REF:
NOOSA COUNCIL
‘COUNCIL REF:
OPW12/0095
ILENAME: —_INTERSECTION.DWG
SV OE ROEL WF P-MICY-DCA CORT ASYNCVENGIOBSIWITETI STAGE STOESTGM|
RING DRAWINGSUINTERSECTION
Version: 1, Version Date: 17/08/2021
‘COPAIG
IPP URBAN
INSULTANTS PTY LTD. THIS DOCUMENT MAY NOT?
ED OR TRANSMITTED IN ANY FORM OR BY
NY MEANS IN PART ORIN WHOLE WITHOUT THEW
TRITTEN CONSENT OF IFP URBAN CONSULTANTS PTV LTD
Page 7
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
(A1) 1:100 ROADWORKS LONGITUDINAL SECTIONS M1717E5 R04 A
A1
0 1 2 3 4 5 10
SUNSHINE COAST URBAN DESIGNERS 0 10 20 30 40 50 (A1) 1:1000 100
Metres
SWALLOW STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF A ORIGINAL ISSUE FOR COUNCIL 28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: ROADWORKS SECTIONS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
CONTRACTOR TO NOTIFY SUPERINTENDENT
IF WORKS TO EXISTING KERB & PAVEMENT
IS REQUIRED TO ENSURE ADEQUATE & FREE
DRAINING CONNECTION TO EXISTING ROAD
NOTES:
ASSUMED TOPSOIL DEPTH 150mm
ULTIMATE PAVEMENT DEPTHS ARE
DETERMINED BY SOIL TESTS TAKEN
AT FORMATION LEVEL.
ESA‘s 4.0x10* - ACCESS PLACE
NOMINAL PAVEMENT
CH 0.000 TO CH 114.506
30mm AC SURFACING (DG10)
Imm AGGREGATE PRIMER SEAL
125mm TYPE 2.2 TOP COURSE (CBR 60)
125mm TYPE 2.3 BASE COURSE (CBR 45)
300mm TYPE 2.5 SUB-BASE
VARIES VARIES.
REFER DETAIL 'E’
ON M1717E5 ROO
REFER DETAIL 'C*
ON M1717E5 R09
TYPICAL CROSS SECTION
CH. 0.000 - CH. 8.872
SCALE 1; 100
6.700 VARIES
*
0.600 2.600 VARIES
Ed
Ly 2, 9 %
ah 3.0% th 30% | 30%
t
—{o-}
REFER DETAIL ww REFER DETAIL vo
ON M1717E5 RO9 ON M1717E5 ROO
CENTRE
LINE
TYPICAL CROSS SECTION
CH. 9.000 - CH. 24.894
SCALE 1: 100
VARIES
*
2.600 | VARIES
*
3.0%
ib
ak
3.0%
CENTRE
LINE
EFER DETAIL 'E’
ON M1717E5 ROO
REFER DETAIL ‘C’
ON MITI7E5 ROS
TYPICAL CROSS SECTION
SCALE 1: 100
REFER DETAIL ‘B’
ON M1717E5 ROO
jibe
EFER DETAIL 'E’
ON M1717E5 R09
REFER DETAIL 'B’
ON M1717E5 R09
6.700 5.200
0.600 2.600 |, 2.600
3.0% IK 3.0%
REFER DETAIL 2
ON M1717E5 ROO
EFER DETAIL 'E’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH. 8.872 - CH. 9.000
SCALE 1: 100
2.600 || 2.600
by
Mette
CENTRE
LINE
EFER DETAIL ‘E’
ON M1717E5 ROO
REFER DETAIL 'C’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH, 24.894 - CH. 48.857
SCALE 1; 100
VARIES VARIES
*
0,600 2.600", VARIES
*
&
Ale 3.0% 3.0% 3.0% aoe
REFER DETAIL 'D’
ON M1717E5 ROO
CENTRE
LINE
EFER DETAIL 'E’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH. 75.766 - CH. 78.447
SCALE 1: 100
5.200
REFER DETAIL 'B’
ON M1717E5 RO9
REFER DETAIL ‘D’
ON M1717E5 ROS
0.600 2.600
LL 2.600
3.0%
Ah
3.0%
LINE
EFER DETAIL ‘E’
ON M1717E5 ROO
Docume
REPLACEMENT (CBR 15) ma Ss ry Q
8 A,
REFER INTERSECTION DETAILS Ss z z z z
FOR LIP OF KERB LEVELS ON a a eee
DWG No. M1717E5 RO3 $$
2 |¢ e -
le a 8 3
B eid) a) &
a 4 cs
& ba
fe
HORIZ. CURVE DATA R18 prA14.85 RB F
V.C.LENGTH (m) BOC
RADIUS OF CURVATURE 272
TANGENT GRADE (%) 2.212% loses -0.502|% -0.1117 %
DISTANCE IP-IP. 2.8B9 m 4.66 \m 963 Mm 2.044 m
DATUM R.L.-8.0
LHS LIP OF : é
KERB LEVELS
RHS LIP OF alelol= |=|uy
KERB LEVELS MK SSR) OK ER ROK
CUT (-vel ga] 2/s]als/S|§igleiglalz) &
FILL $ S| els}sislels|siSs/sis} =
PAVEMENT LEVELS sll slelelelelelelelelals! «
ALONG CONTROLLINE | |[S{ om) mfes|rn|en|ms|on/on|m|in|mn fon] om
SURFACE LEVELS s| | elelgisislalelalselal s
S 8) S/Z/S/S/S/E/S/R/S/S/3] 8
ALONG CONTROLLINE Ns Mm} mien lesen tes |es|es fees ten | om
PEGGED CHAINAGE . e| elelelsielslsisialels) 8
s S| S/S/4/slsjajsjsiajsjs| 4
ALONG CONTROLLINE s S| slS{sisjsfsisjejeisj/s| =
LONGITUDINAL SECTION - SWALLOW STREET
a= teases
FUSES
URBANCONSULTANTS
+t Set ID- 2158828"
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Vertical 1:10
1 203 425 (At) 1:100 10
Al o 10 20 30 40 50 (Al) 1.1000 00
20 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED FIN DOUBT PLEASE ENQUIRE
APPROVED COTMEKINNEY —grasraser pyiparpas [PESIGNED|PGM
7 eeascey — “@rocasesr Clrreacoss [oRAWN [PGM
cHeckeo | ADF | A ORIGINAL ISSUE FOR COUNCIL
MARSH
TYPICAL CROSS SECTION
CH. 78.447 - CH. 114.506
SCALE 1: 100
28/02/18 | PGM
ronmocnsairores vnsnconsarawrsrvne COSMARSH ry oaTunr ano | esoe oer
ROADWORKS LONGITUDINAL SECTIONS
SWALLOW STREET
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
pate. | wi} 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME,
DIAL BEFORE |
ey YOU DIG
www.1100.com.au
The Essential First Step
DETAILS: -
M1717E5 RO4 A
LOCAL AUTHORITY REF
NOOSA COUNCIL
COUNCIL REE:
OPW12/0095
ROADWORKS SECTIONS.OWG
‘STOSEOTE NAWITAT STAGE SDESTGN WO RKING DRAW INGS|ROMDWORKS SECTIONS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY UTD TSO
TT MAY NOT BEC
ED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 8
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
(A1) 1:100 ROADWORKS CROSS SECTIONS M1717E5 R05 A
A1
0 1 2 3 4 5 10
SUNSHINE COAST URBAN DESIGNERS 0 10 20 30 40 50 (A1) 1:1000 100
Metres
SWALLOW STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF A ORIGINAL ISSUE FOR COUNCIL 28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: ROADWORKS SECTIONS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
10 |
114.506
Datum RL 2_
FINISHED RL 3.346
Datum RL 2 ——
FINISHED RL 3.298 110
—— 3.0%
| SO
3.0% 3.0% _
Datum RL 2°
FINISHED RL 3.222
LO
3.0% 3.0% _
I Datum RL 2_
50 . —+——T
Datum RL 2
FINISHED RL 3.240
30% 3.0%
40 _f..-. o
FINISHED RL 3.237
| So
3.0%. 3.0% ino
Il Datum RL 2_
Datum RL 2_
30 os oT”
FINISHED RL 3.182
Datum RL 2_
3.0% — 3.0%
20
FINISHED RL 3.124
90
FINISHED RL 3.287
| SO
sae sae | 3.0% ___1in __
TO
l Datum RL2_
Datum RL 2_
30% 3.0% 2.9%
10 LOS
FINISHED RL 3.066
Datum RL 2_
== BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNE
I JFOP gis cas
.
AA Por: »
URBANCONSULTANTS 4% NUL L )
Documeht Set /D+2158828°
FINISHED RL 3.336
Datum RL 2_
FINISHED RL 3.008
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Vertical 1:10
1 2,3 4 55 (A) 1:100 10
———— es
Al 0 10 20 30 40 50 (A1) 1:1000 100
‘20 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IFIN DOUBT PLEASE ENQUIRE
Ea
PGM
APPROVED CUTMFKINEY —gyArRAsER —ieaneas PEIGNED
PGM.
vo eeasoer — ricasess Clrrea sass [oraws
cure
MARSH
ADF| A
ORIGINAL ISSUE FOR COUNCIL
FINISHED RL 3.359
ROADWORKS CROSS SECTIONS
SWALLOW STREET
NOOSA DOMAIN PTY. LTD.
28/02/18 [pcm] NOOSA DOMAIN RETIREMENT VILLAGE
ronmocnsairores vnsnconsarawrsrvne COSMARSH ry
DATUM: AHD | ISSUE:
DETAILS:
pate. | wi} 35 WALTER HAY DRIVE, NOOSAVILLE
DIAL BEFORE |
es YOU DIG
www.1100.com.au
The Essential First Step
DETAILS: ny ,
M1717E5 ROS A
LOCAL AUTHORITY RF
NOOSA COUNCIL
COUNCIL REF
OPW12/0095
FILENAME: __ ROADWORKS SECTIONS.OWG
‘STOSEOTE NAWITAT STAGE SDESTGN WO RKING DRAW INGS|ROMDWORKS SECTIONS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © 2011 IFP URBAN CONSULTANTS PIY LTD. THIS DOCUMENT MAY NOT BE Ci
TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
JTHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
Page 9
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
10/01/2020 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
(A1) 1:100 ROADWORKS LONGITUDINAL SECTIONS M1717E5 R06 B
A1
0 1 2 3 4 5 10
SUNSHINE COAST URBAN DESIGNERS 0 10 20 30 40 50 (A1) 1:1000 100
Metres
BLUE GUM STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
BLUE GUM STREET GRADINGS AMENDED
ORIGINAL ISSUE FOR COUNCIL
10/01/20 ADF
28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: ROADWORKS SECTIONS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
VARIES VARIES 1.425,
*
OPW12/0095.02 31 AUG 2021 2.750 2,900 0.900 2.600 1 VARIES
: KR
a 3.0% I 3.0% 3.0% 1 TYPE ‘A’ RETAINING
T YW WALL REFER DETAIL
w we ON MI717ES EW02
Blu "De
REFER DETAIL ‘A’ a2 REFER DETAIL ‘B’ REFER DETAIL ‘B’ REFER DETAIL ‘D REFER DETAIL ‘B’
ON MI717E5 ROO ON MI717E5 RO9 ON MI717E5 RO9 ON MITI7ES ROD ON MI717E5 ROS
TYPICAL CROSS SECTION TYPICAL CROSS SECTION
CH. 0.000 - CH. 1.000 CH. 1.000 - CH. 4.121
SCALE 1: 100 SCALE 1: 100
NOTES:
‘ASSUMED TOPSOIL DEPTH 150mm
ULTIMATE PAVEMENT DEPTHS ARE 10.900 1.425 VARIES, 1425,
DETERMINED BY SOIL TESTS TAKEN * *
AT FORMATION LEVEL. 2.750 8.150 2.750 VARIES,
ESA’s 4.0x10¢ - ACCESS PLACE ® *
9 °
NOMINAL PAVEMENT vb 3.0% 3.0% TYPE ‘A’ RETAINING qb 3.0% 3.0% TYPE ‘A’ RETAINING
CH0.000 TO CH79.823 mae t ll WALL REFER DETAIL 4 WALL REFER DETAIL
30mm AC SURFACING (DG10) LW wi ls ON MI7I7ES EWO2 @ ON MI717ES EWO2
‘7mm AGGREGATE PRIMER SEAL ely ely
125mm TYPE 2.2 TOP COURSE (CBR 60) REFER DETAIL ‘A’ as REFER DETAIL 'B’ REFER DETAIL ‘C’ ys REFER DETAIL ‘B
ON M1717E5 ROD ON M1717E5 ROS
125mm TYPE 2.3 BASE COURSE (CBR 45)
300mm TYPE 2.5 SUB-BASE
REPLACEMENT (CBR 15)
ON M1717E5 ROO ON M1717E5 ROO
TYPICAL CROSS SECTION TYPICAL CROSS SECTION
REFER INTERSECTION DETAILS agg CH. 4.121 - CH. 62.738 CH, 62.738 - CH. 66.036
FOR LIP OF KERB LEVELS ON Meim SCALE 1: 100 SCALE 1: 100
DWG No. M1717E5 RO3 — zee
aes VARIES VARIES
RL 10m c |Z REFER DETAIL ‘E’
HORIZ. CURVE DATA Mtinsalats ON MI717E5 ROS
V.CLENGTH (m) 9.998V
RADIUS OF CURVATURE R400 TYPICAL CROSS SECTION
TANGENT GRADE (%) =0.501% =2.996 % CH. 66.036 - END
DISTANCE IP-IP 72.214 m 61h SCALE: 100
DATUM RLL.-7.0
LHS LIP OF
KERB LEVELS mK
RHS LIP OF
KERB LEVELS K
CUT (-ve) 2 2 2 slele|s
FILL 3 s 3 a baba bd
PAVEMENT LEVELS «el el alsiele
ALONG CONTROLLINE | |) |] Palmlrd] en
SURFACE LEVELS 2 x «4 elslels
ALONG CONTROLLINE | [m=] =|] mayo |m
PEGGED CHAINAGE o 2 s 3/R/3/8
ALONG CONTROLLINE S a $ s g s\< DIAL BEFORE
YOU DIG
www.1100.com.au
@
The Essential First Step
LONGITUDINAL SECTION - BLUE GUM STREET
WORKING DRAWINGSRORDWOT
DETAILS:
M1717E5 R06 B
Horizontal 1:1000
Vertical 1:10
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
oi 2 3 4 5 _aai00 10 ROADWORKS LONGITUDINAL SECTIONS
o 10 20 30 40 50 (A1) 1:1000 "100
mmm | ep) od
LOCAL AUTHORITY REF:
NOOSA COUNCIL
DONT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
NOOSA DOMAIN PTY. LTD.
(SHEERS approven CEMIINEY Arsen yiranoas [PeseNES] POM COUNCIL REF E
yo RPE S087 npeasce: rpea soss PGM| B | BLUE GUM STREET GRADINGS AMENDED 10/01/20] AOF | \QQSA DOMAIN RETIREMENT VILLAGE OPW12/0095 E
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Version: 1, Version Date: 17/08/2021
Page 10
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
(A1) 1:100 ROADWORKS CROSS SECTIONS M1717E5 R07 A
A1
0 1 2 3 4 5 10
SUNSHINE COAST URBAN DESIGNERS 0 10 20 30 40 50 (A1) 1:1000 100
Metres
BLUE GUM STREET LOCAL AUTHORITY REF:
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NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY A.FRASER J.PAPPAS
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RPEQ 5087
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CHECKED
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ADF A ORIGINAL ISSUE FOR COUNCIL 28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: ROADWORKS SECTIONS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
3.0%
40
30
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REFER DETAIL ON M1717E5 EW02
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DETAILS:
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YOU DIG
www.1100.com.au
@
The Essential First Step
DETAILS: -
M1717E5 RO7Z A
LOCAL AUTHORITY REF
NOOSA COUNCIL
COUNCIL REE:
OPW12/0095
FILENAME: ROADWORKS SECTIONS.OWG
ONS
DIAL BEFORE |
‘STOSEOTE NAWITAT STAGE SDESTGN WO RKING DRAW INGS|ROMDWORKS SECTIONS
Version: 1, Version Date: 17/08/2021
PYRIGHT © DOLL FP URBAN CONSULTANTS PTY LTD_ THIS DOCUMENT MAY NOT BEC
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JTHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
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NOOSA COUNCIL
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
(A1) 1:100 ROADWORKS SECTIONS M1717E5 R08 B
A1
0 1 2 3 4 5 10
SUNSHINE COAST URBAN DESIGNERS 0 10 20 30 40 50 (A1) 1:1000 100
Metres
SILVER GULL BOULEVARD LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
CUL-DE-SAC PAVEMENT AMENDED
ORIGINAL ISSUE FOR COUNCIL
27/04/18 PGM
28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: ROADWORKS SECTIONS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
EDGE OF EXISTING
PAVEMENT
EXISTING PAVEMNT PROPOSED Sr
CUT BACK EXISTING CUT BACK EXISTING PAVEMENT
AC. EXTRA 150mm
TO SOUND FACE (max.150mm)
STEP 150mm WITH EACH LAYER
OF PAVEMENT
CUT BACK DETAIL
SCALE 1:20
NOTES:
ASSUMED TOPSOIL DEPTH 150mm
ULTIMATE PAVEMENT DEPTHS ARE
DETERMINED BY SOIL TESTS TAKEN
AT FORMATION LEVEL.
ESA's 4.0x10 - ACCESS PLACE
NOMINAL PAVEMENT
CH3.845 TO CH25.757
30mm AC SURFACING (DG10)
7mm AGGREGATE PRIMER SEAL
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125mm TYPE 2,3 BASE COURSE (CBR 45)
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3.397
3.538
3.567
3.600
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3,399
3.524
3.531
3.520
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ALONG CONTROLLINE
0.000
5.794
20.000
25.157
32.432
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Documeht Set /D+2158828°
LONGITUDINAL SECTION - SILVER GULL BOULEVARD
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TYPICAL CROSS SECTION TYPICAL CROSS SECTION
CH. 3.845 - CH. 19.594 CH. 19.594 - CH. 25.757
SCALE 1: 100 SCALE 1: 100
VARIES VARIES.
* *
REFER DETAIL ‘E? EFER DETAIL ‘E’
ON M1717E5 ROS ON MI7I7E5 ROO
TYPICAL CROSS SECTION
CH. 25.757 - END
SCALE 1: 100
2.0% 2.0% — __
20 I Datum RL 2.
FINISHED RL 3,538
__ 2.0% 3.0% _ —______
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FINISHED RL 3,434
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|
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CROSS SECTIONS - Silver Gull Blvd
NOOSA COUNCIL E
GENERALLY IN ACCORDANCE eS DIAL BEFORE | |:
| YOU DIG | |
OPW12/0095.02 31 AUG 2021 man 00conas_} |
The Essential First Step
DETAILS: 5
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE ny SE
Vera 1100 1 > 34s (a1) 1100 10 ROADWORKS SECTIONS M1717E5 RO&’ BE
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Version: 1, Version Date: 17/08/2021
“COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY LTD THIS OO
TARY NOTE
FIED OR TRANSMITTED IN ANY FORM OR BV ANY MEANS N PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 12
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NOOSA COUNCIL
4/05/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
(A1) 1:100 ROADWORKS DETAILS M1717E5 R09 A
A1
0 1 2 3 4 5 10
Metres
SUNSHINE COAST URBAN DESIGNERS 0 10 20 30 40 50 (A1) 1:1000 100 LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF A ORIGINAL ISSUE FOR COUNCIL 28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: ROADWORKS SECTIONS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
ws
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] CARPARK
PAVEMENT MATERIAL
AS SPECIFIED
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EDGE OF EXISTING
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EXISTING PAVEMNT PROPOSED PAVEMENT
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STEP 150mm WITH EACH LAYER
OF PAVEMENT
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SCALE 1:20
LIP OF KERB LEVELS
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STD DRAWING SEQ R-140 FOR ALTERNATIVE POSITIONS.
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
DIAL BEFORE |
YOU DIG
www.1100,com.au
The Essential First Step
Pay
M1717E5 ROO A
‘STOSEOTE NAWITAT STAGE SDESTGN WO RKING DRAW INGS|ROMDWORKS SECTIONS
== BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNE A 1203 455 (Au) 4:100 10 ROADWORKS DETAILS
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Version: 1, Version Date: 17/08/2021
Page 13
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
SW
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4/06/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE
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1:500
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THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
N
(A1) 1:500 DRAINAGE LAYOUT PLAN M1717E5 D02 D
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237-239 Bradman Avenue, SURVEYORS D PIT 3B/D ADDED 04/06/18 PGM NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM C FIELD INLET SIZES AMENDED 04/05/18 PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
REVISED AND RE-ISSUED FOR COUNCIL APPROVAL
ORIGINAL ISSUE FOR COUNCIL
27/04/18
28/02/18
PGM
PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: DRAINAGE.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
\
NOOSA COUNCIL
“GENERALLY IN ACCORDANCE
a= teases
ERS
URBANCONSULTANTS
Documeht Set /D+2158828°
OPW1 2/009 2 34-AUG 2021 PROPOSED ROOFWATER DRAINAGE = ==—-——— e---- n=
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SEWERAGE ——e— $s
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BUILDING 'B'
STORMWATER PIT
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GRATED ROOFWATER PIT - TYPICAL DETAIL
(TYPE 2 - FIELD INLET AS PER IPWEAQ STD DWG D - 0050)
(600 x 600 SHOWN - 600 x 900 SIMILAR)
SCALE 1:20
THE CONTRACTOR IS TO NOTIFY THE SUPERVISING
ENGINEER OF ANY DISCREPENCIES BETWEEN THE DESIGN
PLANS AND THE CONDITIONS ON SITE PRIOR TO
COMMENCEMENT OF ANY PIPE LAYING.
Ea
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNE 0 5 10 15 20 2 _(A1)1'500 50 DRAINAGE LAYOUT PLAN
EE.
SUNSHINE Al (A3) 1:1000
23 DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE D PIT 3B/D ADDED 04/06/18 | PEM.
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‘acconni erm uwncomamwnvae COSMAS a C02 /18 PM 35 WALTER HAY DRIVE, NOOSAVILLE
(FULL DEPTH TYPE)
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STRUCTURE NUMBERS GD
| DRAINAGE NOTES:
STORMWATER LINE 6. ALL GRATES IN PRIVATE PROPERTY ARE TO BOLTED DOWN.
REMOVE EXISTING
STORMWATER PIT REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
HORIZONTAL REFERENCE LOCATION VERTICAL
6225 STUB STE | (STRUCTURE SETOUT CO-ORDINATES) REFERENCE
BUILDING ‘A’
6m LONG
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EXISTING / PROPOSED / FUTURE
ROOFWATER LINES TO BE LAID 1.5m FROM PROPERTY BOUNDARIES,
WHERE ROOFWATER LINE IS PARALLEL WITH SEWER 1.0m
CLEARANCE TO SEWER LINE IS TO BE PROVIDED.
ROOFWATER PITS TO BE IN ACCORDANCE WITH IPWEAQ STD DWG
D-0110 WITH CONCRETE INFILL GATIC LIDS OR APPROVED
EQUIVALENT.
GRATED ROOFWATER PITS TO BE IN ACCORDANCE WITH IPWEAQ.
STD DWG D-0050 WITH ‘BOLT DOWN’ HEAVY DUTY GRATES & HOT
DIPPED GALVANISED TO AS 1650.
THE DESIGN SURFACE LEVELS SHOWN FOR ROOFWATER PITS IS
INDICATIVE ONLY
PITS WITH SOLID COVERS SHALL FINISH 25mm (APPROX) ABOVE
THE FINISHED SURFACE LEVEL
PITS WITH GRATED TOPS SHALL FINISH
a)AT THE INVERT OF CUT-OFF DRAINS (IF APPLICABLE)
b)200mm BELOW THE SURROUNDING FINSHED SURFACE
THE FINISHED SURFACE SHALL BE SHAPED TO DIRECT
OVERLAND FLOW TO THE GRATED PITS
ALL GULLIES ARE TO BE TYPE S,M OR L CATCHPITS AS PER
IPWEAQ STD DRAWINGS DS-061, DS-062 & DS-063,LOTS WITH
FIELD INLETS ARE TO BE GRADED TO DIVERT WATER TO PITS.
DIAL BEFORE |
es YOU DIG
www.1100.com.au
The Essential First Step
DETAILS: -
M1717E5 DO2 OD
LOCAL AUTHORITY REF
NOOSA COUNCIL
COUNCIL REE:
OPW12/0095
FILENAME: DRAINAGE.DWG
‘STOR TEOTE NATIT STAGE SDESTGN WORKING DRAWNGSIDRAINAGE
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © 2011 IFP URBAN CONSULTANTS PIY LTD. THIS DOCUMENT MAY NOT BE Ci
TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
JTHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
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NOOSA COUNCIL
4/06/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE SECTIONS
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
(A1) 1:100 DRAINAGE LONGITUDINAL SECTIONS M1717E5 D03 C
A1
0 1 2 3 4 5 10
Metres
SUNSHINE COAST URBAN DESIGNERS 0 10 20 30 40 50 (A1) 1:1000 100 LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM C PIT 3B/D ADDED 04/06/18 PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
PIT SIZES, PIPE MATERIAL & CLASS AMENDED
ORIGINAL ISSUE FOR COUNCIL
04/05/18 PGM
28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: DRAINAGE SECTIONS.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
Docume
STRUCTURE <q a a a a a x x
NAME = < z < < S g o < = = x
- N lo N m my —t m m - N N
x ~ >+| ~ ~ x x ~ ~ ~
7 w =z wi wu 7 tu 7 wu i
2 a als i & a 2 2 2 2 a
> = Ble ut > = > > > > =
- - es - = - i _ i -
STRUCTURE g 5 Qe 2B OG S a 5 a 5 g
sie sle ae|> = € Sle sie € sie € Ss
DESCRIPTION = § a|5 S)F ze als als = § = &§ = & = & =
als a}s s|2 S\s aS |S als als a}S |S a
ic} x ic] = ole =|o ic} x iz} x ic} x a] x ic| x | x irs
ale ale =|a aye ale =«l/e ale |e ale ale <
gJ S/5 Sle oS $8 Sf sl $1 s/§ 8/8 &
als als alS bie ale als ale ale ale ale
2 |e
Zs
| —-— _exnnunw"+}+"_—_ |_| ||
= =—— | |
——- SS 4 foe =e
2.2m
8/031
PIPE SIZE (mm) 375 315 315, 375 375 375(2) 315 315,
AND PIPE CLASS PP SNB PP SN8~| PP SN8| PP SN@ | PP SNB PP SN8 | PP SNB
PIPE GRADE % 0.40% 1.20% 0.65% 0.62% 0.11% 0.50% 0.43% 125%
PIPE SLOPE 1in X 250,00 83.06 | 154.89 | 160.38 | 938.30 200.00 232.44 | 80.14
FULL PIPE FLOW VELOCITY (m/s) 22(0.17 1y)0.52(0.41 ty) 1.94(0.81 ty) 2310.18 ty)
0.82 720 0.95 075 712
PART FULL FLOW VELOCITY (m/s) Aten’ tty) | 089 4) (ody) | Hoey)
RU -11.0
WATER LEVEL
IN STRUCTURE in R a = g 2 8 & g z 8 8
a a a a wi A = a a 2 2 =
HYDRAULIC 2 2
GRADE LEVEL g\a 818 8S S28 SB Sh 8B gs S/S 2/8 Sls sls
AlN Al Al Ala RS Ala = Aa wila Sf 2/2 2/2
PIPE FLOW 0.026 0,025 0,025 0.058 0.114 0.026 0.018 0.019
(Cumecs)
PIPE CAPACITY
0.111 0.192 0.141 0.138 0.057 0.124 0.115 0.196
AT GRADE (Cumecs)
DEPTH TO INVERT & 3 2 2/8 els ala g 2 3 2 a/S 8
g g m mI, mR Sls 8 s a m ala g
INVERT LEVEL eo °
OF DRAW z 3 2 82 88 gs sf 8 g 8
DESIGN SURFACE 2 2 2 2 so oa = eo in 2 wn
aR + 3 + 3S = ™ S 3S Pray eS in
LEVEL a m a = m z a a = mi = g
2/8 2/8 als a|s als gle els als al a/R 28
STRUCTURE SETOUT als Ble as ale 28 BIS ale ls ale els ale
CO-ORDINATES ae 0 BE IS BSI 3 ee Fe as 3/8 =
al l= al 5/2 Pe 2 al 5/2 al 5/2 &
RUNNING CHAINAGE gs] 14.8288 s| 122732) 25.70 8) 1.4345 es} 11885 8 ge] 116338] 6.007 3
s 3 s 3 3 s 2 s 2 2
S # S 3 3 g S = S = =
LINE 1A D D 1H
JFOP
FUSES
URBANCONSULTANTS
+t Set ID- 2158828"
Horizontal 1:1000
Vertical 1:10
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
STRUCTURE | HORIZONTAL REFERENCE LOCATION | VERTICAL,
TYPE (STRUCTURE SETOUT CO-ORDINATES) TERE
MANHOLE AND sutrace LEVEL
ROOFWATER [MAIN SHAFT |” MaNHOLE/IT
PIT COVER
KERB INLET CENTRE OF
LIP IN LINE GULLY ra
(DS-063) CHAMBER
FIELD INLET
AND cee | TOP OF GRATE
ROOFWATER: CHAMBER OR COVER,
PIT
OF HEADWALL
INVERT OF
HEADWALL - (eNDOF OUTLET | giver pine
PIPE)
_
600
"oO
LA
Zz
(GRATE NOT SHOWN FOR CLARITY)
FOR GRATE DETAILS REFER IPWEAQ
STD DWG D-0050 (BOLT DOWN GRATE)
STUBS TO ROOFWATER PITS
TO BE 2 x $100 (TYPICAL)
GRATED ROOFWATER PIT - TYPICAL DETAIL
(TYPE 2 - FIELD INLET AS PER IPWEAQ STD DWG D - 0050)
(600 x 600 SHOWN - 600 x 900 SIMILAR)
SCALE 1:20
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
YOU DIG
www.1100.com.au
@
At 1 203 425 (44) 1:100 10
0 10 20 20 40 50 (At) 11000 100
201NOTScAE PROM TMS DRAWING -USE ONLY DNVENSIONS PROVIDED F DOUBT PEASE ENQUIRE
qoonoveo Trane gparasen curses PSSM[PGM) C | PIT 38/0 ADDED 04/06/18 | PEM
= casos? "Brecases: Clnoca oes [onan [PGM| B | PIT SIZES, PIPE MATERIAL & CLASS AMENDED 04/05/18 | PEM
caansi creckeo | ADF | _A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18 | PGM
conmoonsoasorreusnconamnsevee COSMARSH Sau hao ease ormaes ee be
DRAINAGE LONGITUDINAL SECTIONS
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
The Essential First Step
Pansy
- ro
M1717E5 DO3 C
LOCAL AUTHORITY RF
NOOSA COUNCIL
COUNCIL REF
OPW12/0095
FILENAME: DRAINAGE SECTIONS.OWG
DIAL BEFORE |
‘STOR EOTE NATIT STAGE S\DESTGN WORKING DRAWINGSIDRAINAGE SECTIONS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY UTD TSO
TT MAY NOT BEC
ED OR TRANS
INANY FORM OR
NY MEANS IN PART OR
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,