Council archive · source document
Compiled Approved Plans - OPW12-0095.03 · OPW12/0095.03
Plans and drawings: the text below has words only, no drawings.
EXISTING
STAGES
STAGE 5
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\STAGING
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 5 10 15 20 25 (A1) 1:500 50 CONSTRUCTION STAGING PLAN M1717E5 L01 A
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:1000
Metres
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: STAGING.DWG
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.
[OCR of page images]
100
SP290665
== BRISBANE - SUNSHINE COAST - CENTRAL QLD PLanner
=a
URBANCONSULTANTS?#*'
com.au
909
SP290665
Reis Bory Es)
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Oo. 5 40 15 20 2 (At) 1:500 50
AL SSS Sa
‘20 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
[APPROVED TOEMKINe gyaeRasen ypapeas [PeteNEO|PGM
AR neeasos7 — Mirpeasesr area cass | orawn [PGM
oan S.MARSH caeckeo [ADF | A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
TITLE:
PGM.
romoenenreretvaanconaamarervne COSMAS Cy paTuw: ano] ssue] betas OTE
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
ium | 35 WALTER HAY DRIVE, NOOSAVILLE
LEGEND :
EXISTING CONTOURS,
EXISTING LOT BOUNDARIES
PROPOSED LOT BOUNDARIES.
FUTURE LOT BOUNDARIES
SUBJECT STAGE
CONSTRUCTION STAGING PLAN
C
DIAL BEFORE
YOU DIG
www.1100,com.au
The Essential First Step
DETAILS:
a iH
M1717E5 LOl A
LOCAL AUTHORITY Re
NOOSA COUNCIL
COUNCIL REF
OPW12/0095
FILENAME: STAGING.DWG
STRUT IDET NWT TE TASTAGES\DESTGN WORKING DRAWINGSYST AGING
‘COMA
[LT IFP 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
{EWRITTEN CONSENT OF IFP URBAN CONSULTANTS PIV LTO,
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NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
RPEQ DESIGNED SHORING SYSTEM TO BE
11 JULY 2024 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.
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\EARTHWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
N 1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 2.5 5 7.5 10 12.5 (A1) 1:250 25 EARTHWORKS LAYOUT PLAN M1717E5 EW01 C
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:500
Metres
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM C REVISED FOR CUL-DE-SAC AMENDMENTS 04/05/18 PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: EARTHWORKS.DWG
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.
[OCR of page images]
LEGEND:
EXISTING CONTOURS ——32
COMMUNITY CENTRE FINISHED CONTOURS. —32
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 oc
BATTER BETWEEN ALLOTMENTS peep
(at 1 in 2 max.)
BATTER TO ALLOTMENT So
PROPOSED SEWERAGE LINE —*-s
PROPOSED STORMWATER LINE =. sw—_9
PROPOSED ROOFWATER LINE —— Rw —e——_
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
7 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.
NOOSA COUNCIL IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING
APPROVED PLAN (HYDROVAC EXCAVATION) PRIOR TO COMMENCEMENT OF CONSTRUCTION
OPW12/0095.03 RPEQ DESIGNED SHORING SYSTEM TO BE
11 JULY 2024 OBTAINED PRIOR TO COMMENCEMENT OF
WORKS ON SITE
CONTRACTOR TO ENSURE EXCAVATION
FACE ADJACENT TO BOUNDARY IS IN A
BUILDING PAD SETOUT TABLE - STABLE STATE AT ALL TIMES DURING
BUILDING “B CONSTRUCTION
—_—— CONTRACTOR TO ENSURE NO DAMAGE
BUILDING PAD SETOUT TABLE - BUILDING PAD SETOUT TABLE - PT No. | TYPE | EASTING |NORTHING| LEVEL ee RS TO NING PROPERTY
AH 9 PT | 7437.220 | 4743.498 | 3.13
POOL AREA BUILDING “A” 10 | PT | 7442.91) 4724341] 3.13
PT No. | TYPE | EASTING |NORTHING] LEVEL PT No.| TYPE | EASTING |NORTHING] LEVEL | opr Tae tesa | 38 FOR NOTES AND DETAILS
21 | PT | 7392542 | 4755.012 | 3.25 1 PT | 7366.065 | 4725.083 | 3.53 130 | 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 14 | PT | 7501472 | 4788.712 | 3.13
23 | PT | 7398565 | 4748.020 | 3.25 3 PT | 7368.523 | 4702.621| 3.53 15 | PT | 7495.222 | 4789.695 | 3.13
24 | PT | 7401843 | 4745.160 | 3.25 4 PT | 7371447 | 4698323 | 3.53 16 | PT | 7496.047) 4794.937| 3.13 DIAL BEFORE
~aoer™ 25 | PT | 7403.820 | 4738504 | 3.25 5 PT | 7430,047 | 4715.729 | 3.53 17 | PT | 7477.504 | 4797.842 | 3.13
26 | PT | 7415.555 | 4741989 | 3.25 6 | PT | 7430.361) 4720957 | 3.53 18 | PT | 7472543) 4766.264| 3.13 YOU DIG
27 | PT | 7427871 | 4740.077 | 3.25 1 PT | 1426.403 | 4734.281| 3.53 19 | PT | 7466445) 4757.471 | 3.13 www.1100.com.au
27_| PT | 7429.382 | 4749.158 | 3.25 8 PT | 7417.007 | 4740.340| 3.53 20 | PT | 7444.955 | 4751.076 | 3.13 SRE Bells
The Essential First Step
NORTH: Bory Es) sy Pansy
N 1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE M1717E5 EWO1
{SUT IOET NWT TA TASTAGESDESTGN WORKING DRAW NGSTEARTHWORIS
SE 0 25 5 75 10 125 (At) 1:250 25 EARTHWORKS LAYOUT PLAN
Al (A3) 1:500 ee LOCAL AUTHORITY REF:
eae APPROVED ot MFKINNEY GTAFRASER .PAPPAS IDESIGNED| PGM| C REVISED FOR CUL-DE-SAC AMENDMENTS, 04/05/18 | PGM. NOOSA DOMAIN PTY. LTD. ‘COUNCIL REF:
‘RPEQ 5087 ‘RPEQ S691, RPEQ 6086 | DRAWN |PGM| B REVISED AND RE-ISSUED FOR COUNCIL 27/04/18 | PGM
URBANCONSULTANTS savas GHEED|ADF|_A_| ORIGINAL ISSUE FOR COUNCIL 2e/02/18 |pom| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
rormmensoairorrrvmanconansr? Crpcqaosa C1 DATUM: AHD _[1SSUE-) DETAILS pate. [wr | 35 WALTER HAY DRIVE, NOOSAVILLE FILENAME: EARTHWORKS.DWG
‘COMA FP URBAN CONSULTANTS PIY LTD. THIS
{ENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WR WRITTEN CONSENT OF IFP URBAN CONSULTANTS PIV LTO,
Page 3
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
·
·
·
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.
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\EARTHWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
1:20 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 0.2 0.4 0.6 0.8 1 (A1) 1:20 2 EARTHWORKS DETAILS PLAN M1717E5 EW02 B
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:40
Metres
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: EARTHWORKS.DWG
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.
[OCR of page images]
EARTHWORKS NOTES
1
C
2
SITE TO BE FREE DRAINING TO ROOFWATER DRAINAGE OR ROADWAY.
LEARING AND GRUBBING
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 T0 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
S
AND IS TO BE FREE OF ALL CONTAMINANTS (REFER TO THE ENVIRONMENTAL.
PROTECTION ACT 1994 SECTION 11.), NO DEMOLITION MATERIAL IS TO BE USED.
ITE FILLING COMPACTION/TESTING
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
b
=
S
2
L
3
FENCE POST BRACKETS SHALL BE 5
ATTACHED TO UB POSTS FOR FUTURE nw
1.2m HIGH POOL FENCE IF ORDERED
L
CENTRE OF | EXISTING
UB POST ¢ SURFACE
xe COMPACTED CLAY
e
z} 3 MATERIAL 150mm THICK
g| BACK OF STEEL
3 a UB POST
\ | cr orextite Fasric
STEEL UB POST !
AT 2.0m CENTRES il CONCRETE SLEEPER
FINISHED P| /¢{l PANELS
SuRFACE | |
FREE DRAINING
& is a! GRANULAR FILL
dec A 0100 SLOTTED DRAINAGE PIPE
POST FOOTING TO BE
LOCATED ENTIRELY IN
PRIVATE PROPERTY
£
J TO DISCHARGE TO DRAINAGE
feo, SYSTEM AS ADVISED ON SITE
KS
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
NOTE:
THE CONTRACTOR IS TO ENSURE THAT FOOTINGS FOR
RETAINING WALLS ARE CLEAR OF THE PROPOSED SEWER
AND ROOFWATER LINES.
PRIOR TO COMMENCEMENT OF WORKS
REFER TO VEGETATION MANAGEMENT
PLAN, REHABILITATION PLAN AND
LANDSCAPE ARCHITECTS PLANS
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.
-_ JFOP
BANCONSULTANTS
1:20
Al
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
002 04 06 08 1 (at) 4:20 2
(A3) 1:40 “
DONT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
APPROVED
Fonanbow ecairorire uraanconsuutantserrue Ipc gggg «= C
pesicneo| PGM
[OTM KINNEY GAFRASER 1PAPPAS
‘rpcases1 apeacoas | orawn [PGM| B | REVISED AND RE-ISSUED FOR COUNCIL
AR RPEQ S087
cHecxeo [ADF | A_| ORIGINAL ISSUE FOR COUNCIL
S.MARSH
27/04/18
28/02/18
PGM
PGM.
DATUM: AHD _ | ISSUE:] DETAILS:
DATE:
INIT:
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
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
EARTHWORKS DETAILS 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
Pansy
M1717E5 EWO2
“NOOSA COUNCIL
OPW12/0095
FILENAME: EARTHWORKS.DWG
{SUT IOET NWT TA TASTAGESDESTGN WORKING DRAW NGSTEARTHWORIS
BAN CONSULTANTS PIY LTD THIS
‘OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART ORIN WAOLE
‘CONSENT OF IFP URBAN CONSULTANTS PTV LTD
Page 4
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NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
N 1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 2.5 5 7.5 10 12.5 (A1) 1:250 25 ROADWORKS LAYOUT PLAN M1717E5 R01 F
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:500
Metres F
E
CARPARKS ADDED
CARPARKING & NOTATION AMENDED
18/04/24
09/08/21
CDV
CDV
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE D CARPARK AND PAVEMENT AMENDED 08/06/21 CDV NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM C CARPARKING & CUL-DE-SAC PAVEMENT AMENDED 04/05/18 PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS.DWG
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.
[OCR of page images]
LEGEND :
EXISTING CONTOURS, a
COMMUNITY CENTRE
EXISTING KERB AND CHANNEL = = ===>==>=>>=>==
IPWEAQ CHANNEL
DIM ‘A’ = 600mm EXISTING STORMWATER eR ~sw----- swe
EXISTING SEWERAGE ——e—s
ma EXISTING WATER ————
/ EXISTING U/G ELECTRICAL ——E
IPWEAQ TYPE EXISTING TELSTRA ——1
B2' KERB PROPOSED KERB AND CHANNEL
FUTURE KERB AND CHANNEL
PROPOSED RETAINING WALL = 1 2 0 2 0m 2
DENOTES TRANSITION IN K&C
I] REFER INTERSECTION DETAILS ®
EXISTING SINGLE PLATE STREET _
3 STAGE a NAME SIGN
FLUSH TYPE KERB IPWEAQ TYPE ‘M6’ KERB. - se
TIE IN NEATLY 10 ; TIE IN NEATLY TO HAZARD MARKER D5
a EXISTING KERB . ; EXISTING KERB BOLLARDS @ 15m CENTRES eeeeecececevcecee
w
80
2 EXISTING PARKING SPACES —— IPWEAQ CHANNEL
DIM ‘A’ = 600mm
51 ASPHALT PAVEMENT
EXISTING FLUSH 5 PARKING SPACES
| CONCRETE PAVEMENT
IPWEAQ TYPE
ri
| [| & | ae in a ' ye IPWEAQ TYPE 52" KERB ASPHALT PAVEMENT
TENISTING KERB I EXISTING FLUSH” ase PAVEMENT AS PER 7 | TOBE Revove
EXISTING KERB r A A i
av | ANS TYPE KERB Se SPECICATION BY OTHERS BUILDERS SPECIFICATION PAVEMENT AS PER
POOL AREAS. ioe BY OTHERS i BUILDERS SPECIFICATION
~ TS IPWEAQ CHANNEL BUILDING ‘B
50
DIM ‘A’ = 600mm 4 PARKING SPACES
TYPE 'M6'KERB.
FUTURE TIE IN NEATLY TO
STAGE 5 EXISTING KERB
IPWEAQ TYPE
EXISTING FLUSH ><__ ; 1 PARKING SPACE "M6' KERB
TYPE KERB. . EXISTING IPWEAQ CHANNEL
DIM ‘A’ = 600mm TO REMAIN
TYPE ‘M6’ KERB.
TIE IN NEATLY TO
EXISTING KERB.
EXISTING FLUSH
TYPE KERB.
pana
EXISTING YPE ‘M6"
IPWEAQ TYPE CONCRETE PAVEMENT . ® TO REMAIN
Me KERB BY OTHERS
4 EXISTING PARKING SPACES
EXISTING IPWEAQ CHANNEL
DIM ‘A’ = 600mm
EXISTING IPWEAQ
TYPE 'B2' KERB.
BUILDING ‘A’
EXISTING IPWEAQ
4 EXISTING PARKING SPACES TYPE ‘M6’ KERB J
FLUSH TYPE KERB.
TIE IN NEATLY TO
EXISTING KERB FOR NOTES REFER TO
DWG No. M1717E5 R02
EXISTING IPWEAQ pt a @ Lush TYPE KERB
TYPE 'B2’ KERB EXISTING IPWEAQ TYPE ‘Bt \ ¢ 10 BE REMOVED [20 PARKING SPACES |
KERB & CHANNEL REFER TO LANDSCAPE PLANS
FOR FINAL TRIM DETAILS
CONCRETE PAVEMENT
BY OTHERS
CONCRETE PAVEMENT
BY OTHERS FOR EARTHWORKS DETAILS REFER TO
EXISTING IPWEAQ : a
CHANNEL \
FLUSH TYPE KERB
TYPE KERB TO BE REMOVED
DWG No. M1717E5 EW01 - EW02
: ¥ IPWEAQ TYPE
85 AN : \ : EXISTING "B2’ KERB THE CONTRACTOR IS TO NOTIFY THE SUPERVISING
i BMGag TYPE ENGINEER OF ANY DISCREPENCIES BETWEEN THE
DESIGN PLANS AND THE CONDITIONS ON SITE
PRIOR TO COMMENCEMENT OF ANY WORK
' PRIOR TO COMMENCEMENT OF WORKS
eveciRicaL/coNNS : EXISTING OO ON REFER TO VEGETATION MANAGEMENT
TO BE CONFIRMED BY \) 2 Fees lee Pw PLAN, REHABILITATION PLAN AND
ENGINEER ON SITE Nee CONCRETE PAVEMENT OPW12/0095.03 LANDSCAPE ARCHITECTS PLANS
BY OTHERS. 11 JULY 2024
EXISTING
S) DIAL BEFORE
C5) YOU DIG
IPWEAQ TYPE
‘B2’ KERB
EXISTING PARKING SPACES
www.1100.com.au
1EXISTING PARKING SPACE
The Essential First Step
NORTH: Bena Es) sy Pans
STATOR NATTA TISTAGES \DESTGN WO RRING DRAW INGS|RORD WORKS
2 at
N 1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS M 0 25 5 75 10 125 —_(At)1:250 25 « | cananus apne sayoara|eov ROADWORKS LAYOUT PLAN M1717E5 RO1 F
URBAN DESIGNERS (A3) 1:500 | CARPARKING & NOTATION AMENDED 09/08/21 | CDV “NOOSA COUNCIL
VEY. 100 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE D_ | CARPARK AND PAVEMENT AMENDED 08/06/21 | CDV NOOSA DOMAIN PTY. LTD.
Aon “APPROVED TEaiey —grArRAsen vpavens PEERED PGM| C | CARPARKING & CUL-DE-SAC PAVEMENT AMENDED | 04/05/18 | PGM . . COUNCIL REF:
oo 'RPEQ 5087 'RPEQ S691 RPEQ 6086 | DRAWN |PGM| B SILVER GULL BOULEVARD PAVEMENT AMENDED 27/04/18 | PGM
URBANCONSULTANTS © LANDSCAPE ARCATTECTS cnt cuit cream ADE|_A_| ORIGINAL ISSUE FOR COUNCIL zane [rau] NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
pil aeecancosamseTe OSMARSH Sa ano Teen berms care) nin , FILENAME: 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 OR IN WHOLE WITHOUT THE WAITTEN CONSENT OF IFP URBAN CONSULTANTS PTY UTD
Page 5
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
1:20 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 0.2 0.4 0.6 0.8 1 (A1) 1:20 2 ROADWORKS DETAILS PLAN M1717E5 R02 A
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:40
Metres
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS.DWG
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.
[OCR of page images]
ROADWORKS NOTES
1 ALL DIMENSIONS ON THE DRAWINGS ARE IN METRES UNLESS SHOWN OTHERWISE
15mm THICK CONCRETE 2 ALL TURNOUT RADII ARE TO THE LIP OF THE CHANNEL
SWALLOW STREET - CONTROL LINE DETAILS ACCESS DRIVEWAY 3 REFER TO TABLE ‘A’ ON THIS PLAN FOR DETAILS OF KERB AND CHANNEL TYPE AND
ASPHALTIC CONCRETE SURFACING THICKNESS
PT _| CHAINAGE | EASTING | NORTHING | BEARING __| RAD/SPIRAL | ALENGTH | DEFLANGLE > |Z: PROTECTION 4. LENGTH AND LOCATION OF MITRE DRAINS SHALL BE DETERMINED ON SITE BY THE
staRT | 0.000 | 7436844 | 4773,289 | 189°26'49.87" - - - &|=COVER STRIP SUPERINTENDENT.
a 32.288 | 7431545 | 4741439 | 189°26'49.87" - - - 3|3 &| 5, ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT NOOSA COUNCIL
CURVE | 37.442 | 7430.677 | 4736.26 - R= 18,900 | 10,308 | 31°14'54.94" 150 MNO? s/s STANDARDS AND STANDARD DRAWINGS UNLESS DIRECTED OTHERWISE
CT | 2586 | Teszedo | arst3ie | sBerttsiss" | - - - re | 38 | * RELEVANT AUTHORIT'S BEFORE COMMENCING CONSTRUCTION ANY COSTS.
TC STOAT | 1434293 | 4727.185 | 158°11'54.93" - - - WARNING TAPE as ASSOCIATED WITH REPAIRING DAMAGE TO EXISTING SERVICES SHALL BE PAID FOR BY
CURVE | 54.142 | 7437149 | 4720.046 - R=-14.850 | 14.191 | 54°45'06.46" 25 POLYTHENE | % THE CONTRACTOR
T 61.237 | 7444628 | 4718.258 | 103°26'48.46" - - - WATER SERVICE —}~e 3 7. THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE
tt 72.402 | 7455.487 | 4715661 | 103°26'48.46" - - _ 25 TELSTRA = 8 RELEVANT AUTHORITY SPECIFICATIONS.
a 9
cave | tera | sin | aan | | nea | 4s | aosszse el | = GE ay oma 5% AS WeDo OH
ct 71.061 | 7460.090 | 4715.786 | 73°27'23.24" - - - © oh 5 BEHIND THE KERB mm
END 114.506 | 7495.986 | 4726.448 | 73°27'23.24" - - - GAS SERVICE ;—— 640 ELECTRICAL CONDUIT 9 TELSTRA TO RECEIVE 3 WEEKS NOTICE BEFORE INSTALLATION OF CONDUITS.
100 CONDUIT (H.D, ORANGE TO AS 2053) 10. THE CONTRACTOR SHALL VERIFY OFFSET PEG LOCATIONS AND BENCH MARK LEVELS
(IF APPLICABLE) 250 MIN AND ADVISE THE SUPERINTENDENT OF ANY DISCREPANCY BEFORE THE
CLEAR COMMENCEMENT OF CONSTRUCTION
SILVER GULL BOULEVARD — CONTROL LINE DETAILS TRENCH WIDTH AS TRENCH 11, SIDE DRAINS SHALL BE LOCATED UNDER ALL KERB AND CHANNEL AS PER CURRENT
PT CHAINAGE | EASTING | NORTHING BEARING | RAD/SPIRAL| A.LENGTH | DEFL.ANGLE REQUIRED (600mm MIN) YPE'A NOOSA COUNCIL STD DWG. SEQ R-140, R-141 & R-142
start | 0,000 | 7362.689 | 4744.349 | 98°57°07.14" - - - SERVICE TRENCH TYPE ‘A’ DETAIL
a 25,757 | 7388,133 | 4740.342 | 98°57°07.14" - - - SCALE 1:20 PAVEMENT
CURVE} 29.094) 7391485 | 4739.13 - R= 15,000 | 6.675) 25°29'43.90" 1 THE ROAD PAVEMENT ADOPTED WILL BE DETERMINED BY THE ENGINEER AND
cT 32.432 | 7394.738 | 4740.780 | 73°27'23.24" - - - APPROVED BY THE NOOSA COUNCIL, THIS PAVEMENT SHALL BE BASED ON SOIL TESTS
END 32.990 | 7395.273 | 4740.939 | 73°27'23.24" - - - TAKEN AT FORMATION LEVEL
2, ANY VARIATIONS TO THE NOMINAL PAVEMENT THICKNESS WILL BE PAID AT THE
280 RATES SHOWN IN THE PRICED SCHEDULE OF RATES.
>|> TOPSOIL
BLUE GUM STREET - CONTROL LINE DETAILS cl& 1 ALL TOPSOIL ON ROADWORK AREAS SHALL BE STRIPPED AND STOCKPILED PRIOR TO
PT | CHAINAGE| EASTING | NORTHING] BEARING | RAD/SPIRAL] A.LENGTH | DEFL.ANGLE ale THE COMMENCEMENT OF ANY ROADWORK OPERATIONS
—— 3/3 2, A TOPSOIL DEPTH OF 150mm. HAS BEEN USED TO DETERMINE TOPSOIL AND EARTHWORK
START | 0.000 | 7367.715 | 4690.620 | 73°27'22.54 - - - aja HAZARD QUANTITIES, THE CONTRACTOR IS TO SATISFY HIMSELF OF THE ACCURACY OF THESE
TC 62.738 | 7427856 | 4708.484 | 73°27'22.54" - - - MARKER Db-S QUANTITIES AND TO MAKE ANY NECESSARY ALLOWANCE IF HE DISAGREES WITH THEM
CURVE | 66.013 | 7431113 | 4709.452 - R=-10.000 | 6551 | 37°31'55.80" |
cT 69.289 | 7433107 | 4712.203 | 35°55'26.74" - - - CONCRETE een . || SITE_FILL
start | 79,823. | 7439288 | 4720.734 | 35°55'26.74" - - - RETAINING WALL 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:-
S TEMPORARY EDGE 1. TOTAL DEPTH LESS THAN 0.3M. - NO TEST REQUIRED
1.0m RESTRAINT 2, TOTAL DEPTH OF FILL 0.3M. TO 0.6M. - ONE (1) TEST PER ALLOTMENT.
3. 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.
ACCESS ROUTES.
END OF ROAD DETAIL THE CONTRACTOR MAY BE REQUIRED, FROM TIME TO TIME, DURING THE PERIOD OF
SCALE 1:20 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.
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
5} DIAL BEFORE
eh YOU DIG
www.1100,com.au
The Essential First Step
Pansy
STATOR NATTA TISTAGES \DESTGN WO RRING DRAW INGS|RORD WORKS
1:20 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE 0) PLAN Ul
SE 0 02 04 06 08 1 (at) 1:20 2 ROADWORKS DETAILS PLAN M1717ES5 RO2 A
Al a voc sumone
aan J FF P 2 Na SCALE FHS BRAWN -UE En DIMENSIONS MOVDED-FVDOUBT EASE ENQUIRE NOOSA COUNCIL
a Se Sa PEM NOOSA DOMAIN PTY. LTD.
[YES APPROVED: ot MTKINNEY, AZTAFRASER [7 J-PAPPAS GM COUNCIL REF:
rector eS, Cages ts [oman
URBANCONSULTANTS _ ACs GHEED|ADF|_A_| ORIGINAL ISSUE FOR COUNCIL 2e/o2/12 |pam| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
icin semaine SMASH ses | ADF] _&_{ ont 28 | FGM) 35 WALTER HAY DRIVE, NOOSAVILLE set abhor
BAN CONSULTANTS PIY LTD THIS
‘OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 6
SW
SW
SW
SW
SW
SW
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\INTERSECTION
11 JULY 2024
NORTH: SCALE: ISSUE: TITLE: DETAILS:
H CARPARKS ADDED 18/04/24 CDV PROJECT: PLAN: ISSUE:
N 1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 2.5 5 7.5 10 12.5 (A1) 1:250 25
G CARPARKING AMENDED 09/08/21 CDV ROADWORKS INTERSECTION DETAILS PLAN M1717E5 R03 H
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:500
Metres F
E
SWALLOW STREET CARPARK AMENDED
BLUE GUM STREET NAME AMENDED
08/06/21
08/01/20
CDV
ADF
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE D SILVER GULL BLVD KERB SETOUT REVISED 09/08/18 PGM NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM C REVISED FOR CUL-DE-SAC PAVEMENT AMENDMENTS 04/05/18 PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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 B
ADF 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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: INTERSECTION.DWG
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.
[OCR of page images]
LIP OF KERB SETOUT TABLE - STENCILLED COLOURED ASPHALT ° :
SILVER GULL BLVD . _TOMATCH EXISTING. LIP_OF KERB SETOUT TABLE - LEGEND:
a“ “&«to_ai“ ma FLUSH KERB = - clus KERB _Z SWALLOW ST CH0.000-24.796 PAVEMENT CONTOURS.
PT No.| TYPE | EASTING |NORTHING] LEVEL =>
Ss 78 | KTP | 7386.215 | 4743579 | 3.613 on “ ao oe aE PROPOSED KERB AND CHANNEL
19 KTP | 7386.693 | 4743504 | 3.615 .
AREA 80 | KTP | 7389.17 | 4743.706 | 3.628 2 | KTP | 7442.978 | 4768.996 | 2.943 PROPOSED STORMWATER
81 | KTP | 7391254 | 4744.981 | 3.636 3 | KTP | 7440,928 | 4768.231 | 2.934
82 KTP | 7393.772 | 4746.438 | 3.638 4 KTP | 7437.907 | 4763.834 | 2.925 SEWERAGE
83 | KTP | 7396.640 | 4746.472 | 3.631 5 | KTP | 7439.982 | 4767.50 | 2.925
84 KTP | 7399.235 | 4745.037 | 3.616 6 KTP | 7439.753 | 4766.780 | 2.890 WATER MAIN
85 KTP | 7400,729 | 4742.588 | 3.602 7 KTP | 7440.352 | 4766.244 | 2.960
86 | KTP | 740.713 | 4.739.238 | 3.585 8 | KTP | 7445.564 | 4765.377 | 3.120 EXISTING KERB AND CHANNEL = = > > > >= ===-
87 | KTP | 7398.896 | 4736.538 | 3.568 9 | KTP | 7443512 | 4753.047 | 3.183
88 | KTP | 7395.898 | 4735.273 | 3.552 10 KTP | 7437.051 | 4754.122 | 2.991 EXISTING U/G ELECTRICAL ———t
89 | KTP | 7392635 | 4735.886 | 3.535 11 | KTP. | 7436.501 | 4753,998 | 2.982
90 | KTP | 7390.305 | 4736.867 | 3.522 12 | KTP | 7436.18 | 4753.505 | 2.985 TELSTRA a
91 KTP | 7387.935 | 4737.437 | 3.510 B KTP | 7427599 | 4771.950 | 3.012
93 | KTP | 7381594 | 4738.436 | 3.477 14 | KTP | 7429.902 | 474.079 | 3.005 THRESHOLD PAVEMENT
94 | KTP | 7381035 | 4738.301 | 3.469 15 | KTP | 7431708 | 4769.374 | 3.029 TREATMENT ||
95 KTP | 7380.736 | 4737.811 | 3.472 16 KTP | 7432.692 | 4767.201 | 3.063
96 | KTP | 7379-973 | 4732921 | 3.625 17 | KTP. | 7432.759 | 4764.726 | 3.084
97 | KTP | 7367625 | £734,866 | 3.494 18 | KTP | 7429.986 | 4762.951| 3.166 KERB TRANSITION id
98 | KTP | 7368427 | 4740.007| 3.341 19 | KTP | 7428.123 | 4751813 | 3.232
TRANSITION 99 | KtP | 7367.673 | 4740873 | 3351 BUILDING ‘B’ 20 | KTP | 7430.193 | 4749.259 | 3.174 KERB RAMP WV
104 | KTP | 7378-145 | 4744.780 | 3.552 121 | TP | 7433893 | 4737.960 | -
122 | TP | 7435581] 4738.224) - [email protected] CENTRES veeecccccooeccce
123 IP | 7437.559 | 4731522) -
124, IP | 7440.053 | 4732.258) -
125 | TP | 7435379 | 4748.093 | -
ME AATR AUIS 355} ATAB 98 7
BUILDING ‘A’
LIP OF KERB SETOUT TABLE ( tos | ib | T310502 | ao et *}
eee eeEEEeEeeess ( 129 IP 7543.067 | 4733.389 -
SWALLOW AND BLUE GUM STS EXISTING IP WEAG CHANNEL 0 JP 7541574 [BAG a)
DIM ‘A’ = 600mm TO REMAIN
PT No.| TYPE | EASTING |NORTHING} LEVEL
21 | KTP [7446360] 4720517 | -
22 | KTP | 7448319 | 4720568] -
23 KTP | 7494.789 | 4734.283 -
24 | KTP | 7497-468 [4737346] -
31 | KTP |7504.474| 4729978 | | -
38 TP 7504.128 | 4730.001 -
39 | 1p [7503464 | 4729910) -
ao | 1p | 7503349 | 4729.71] -
41 KTP | 7445.538 | 4716.189 | 3.393
42 | KTP | 7443.056 | 4716-399 | 3.405
43 | KTP | 7440.717 | 4715898 | 3.447
4h KTP | 7438.619 | 4714.751 | 3.500
45 | KTP | 7436885 | 4712986 | 3547] [RANSIMION 10
46 | KTP | 7435.212 | 4710678 | 3597
47 KTP | 7434.236 | 4709.330 | 3.613
48 KTP | 7433.458 | 4708.416 | 3.608
49 | KTP | 7432474 | 4707580 | 3.614
50 | KTP | 7432.163 | 4707.87 | 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 | 7429443 | 4712.164 | 3.460
56 | KTP | 7430.238 | 4712-826 | 3.455
57 KTP | 7430.927 | 4713.625 | 3.450
38 | KTP | 7631011 | 713.742 | 3.449
59. | KTP | 7432.235 | 4715431 | 3.438
60 KTP | 7433.315 | 4717,.469 | 3.417
si | KTP | 7433.79 | 4719811 | 3375
62. | KTP | 7433.617 | 4722.096 | 3.335
63 KTP | 7432.788 | 4724.297 | 3.312
SWALLOW ST AND ROAD 6
PT .No.| TYPE | EASTING |NORTHING| LEVEL
lel NST |p [noni] ae]
AT . ~ . -
BUILDING ‘A’ ¥ og 1 = ; 27 TP | 7492.142 | 4739.641) - BUILDING ‘B’
28 | TP | 7492.235| 4740.233| -
29 | TP | 7491050] 4740.420) -
30 TP | 7492.482 | 4749508 -
31 | TP | 7493.68 | 4749.321] -
32 | KTP | 7493761] 4749.915 | - Mé KERB
33 KTP | 7498.856 | 4749.106 -
34 | KTP | 7499.392 | 4749.782| - | EXISTING IPWEAQ
35 | TP | 7499.714 | 4749.730| - CHANNEL
36 KTP | 7511821 | 4729.473 - DIM ‘A’ = 600mm
705 | TP | 7505.330 | 4723057) - TO REMAIN
106 | TP | 7455.457| 4708338) -
107 KTP | 7453.617 | 4714.572 -
108 KTP | 7452.996 | 4714.910 -
109 | KTP | 7452,180| 4714670) -
10 TP 7451.922 | 4714663 -
PLUGH Type were 1m TP | 7453.303 | 4715.105 | -
M6 KERB
NOTE: ALL RADII ARE MEASURED TO THE
LIP OF THE KERB AND CHANNEL
1.8m LENGTH TRANSITION BETWEEN
900 CHANNEL BUILDING ‘A’ 3 FLUSH TYPE KERB KERB TYPES UNLESS SHOWN OTHERWISE.
\ S B2 KERB TO BE REMOVED
32 KERB 3S} THE CONTRACTOR IS TO NOTIFY THE SUPERVISING
ENGINEER OF ANY DISCREPENCIES BETWEEN THE DESIGN
85 LIP OF KERB SETOUT TABLE - PLANS AND THE CONDITIONS ON SITE PRIOR TO
BLUE GUM ST CH0.000-4.871 COMMENCEMENT OF ANY WORK.
PT No. | TYPE | EASTING |NORTHING| LEVEL EXISTING SERVICES LOCATIONS
Be ee ger | ccorece| sone THE DESIGN DETAILED ON THIS PLAN HAS BEEN PREPARED BASED
ge | erp | 7360381 | £687.906 | 3.949 LIP OF KERB SETOUT TABLE - ON SERVICE AUTHORITY AS CONSTRUCTED INFORMATION,
67 | KTP | 7368.925 | 4687954 | 3945 SWALLOW ST CARPARK NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY EXISTING
68 | KTP | 7368541 | 4687.840 | 3.947 2WALEW 57 taAnranh SERVICES LOCATIONS AND DEPTHS
é 69 | KTP | 7366.947 | 4693.208 | 3.779 IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING
'B PT No.| TYPE | EASTING |NORTHING] LEVEL
52 KERB 10 | KTP | 7367-437 | 4693562 | 3.744 BUILDING 'B ° (HYDROVAC EXCAVATION] PRIOR TO COMMENCEMENT OF CONSTRUCTION
11 | KTP | 7367883 | 4693.924 | 3.762 113 | KTP | 7505.395 | 4786.014 | 2.678 NOOSA COUNCIL
72 | KTP | 7367.942 | 4694.495 | 3.789 114 | KTP | 7505.261 | 4786572 | 2.673
73. | KTP | 7366.618 | 4698.952 | 3.929 15 | KTP | 7504.771 | 4786.872 | 2.670 APPROVED PLAN
74 | KTP | 7369.302 | 4699.750 | 3.911 116 | KTP | 7499.90 | 4787.638 | 2.820 OPW12/0095.03 5
ae | erp | 7370826 | 0695.292 | 3.975 117 | KTP | 7501065 | 4795.047| 2.695 11 JULY 2024 E
76 | xtp | 7370988 | 4690 846 | 3.745 18 | KTP | 7505.948 | 4794.279 | 2.597 “] DIAL BEFORE | |
71 | KTP | 7371559 | 4694.787 | 3.723 119 | KTP | 7506550 | 4794.448| 2.594 a
120 | KTP | 756.807 | 4794.909 | 2,592 YOU DIG | §
www.1100.comau }
The Essential First Step [2
NORTH: Bea Silas mith DETAILS: is
1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE H_ | CARPARKS ADDED 18/04/24 | CDV Pe: aH E
= i: 026 5 75 10 125 _(A1)1:250 25 G | CARPARKING AMENDED os/os/a1 | cov} ROADWORKS INTERSECTION DETAILS PLAN M1717E5 RO3 H&E
Al SN eS 1210: F SWALLOW STREET CARPARK AMENDED 08/06/21 | CDV LOCAL AUTHORITY REF a
(A3) 1:500 — | BLUE GUM STREET NAME AMENDED 08/01/20 | ADF 5
aa mt FO Pp D0 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE D SILVER GULL BLVD KERB SETOUT REVISED 09/08/18 | PGM NOOSA COUNCIL l=
eae APPROVED oEMtxiver GTAFRASER .PAPPAS JDESIGNED| PGM | C REVISED FOR CUL-DE-SAC PAVEMENT AMENDMENTS | 04/05/18 | PGM NOOSA DOMAIN PTY. LTD. ‘COUNCIL REF: =
‘RPEQ 5087 ‘RPEQ S691, RPEQ 6086 | DRAWN |PGM| B REVISED AND RE-ISSUED FOR COUNCIL APPROVAL 27/04/18 | PGM IE
URBANCONSULTANTS -—- AE__ <a s MARSH cHecxed [ADF | A_| ORIGINALISSUE FOR COUNCIL 28/02/18 |pem| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095 Ee
Tnocmromomancomamnovae OSMARKS a a teeters smc tae} 35 WALTER HAY DRIVE, NOOSAVILLE FLENAME: — INTERSECTION.OWG E
BAN CONSULTANTS PIY LTD THIS ‘OR TRANSMITTED NAN
SV ANY MEANS IN PART ORIN WHOLE
‘CONSENT OF IFP URBAN CONSULTANTS PTY LTD
Page 7
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 ROADWORKS LONGITUDINAL SECTIONS M1717E5 R04 A
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
Metres
SWALLOW STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS SECTIONS.DWG
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.
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
VARIES VARIES
2
s REFER DETAIL ‘E’
6.700 5.200
0.600 2.600 | 2.600
cle L | 39
aks 3.0% op 30%
i ———————
Ale
REFER DETAIL »
REFER DETAIL ‘C*
ON M1717E5 ROO
ON M1717E5 ROO REFER DETAIL 'B’
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)
Tmm 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
REPLACEMENT (CBR 15)
TYPICAL CROSS SECTION
CH. 0.000 - CH. 8.872
SCALE 1: 100
6.700 VARIES
REFER DETAIL Ww
*
0.600 2.600 VARIES.
Ed
3.0% LL 30% | 30%
REFER DETAIL .
ON M1717E5 ROO
CENTRE
LINE
TYPICAL CROSS SECTION
CH. 9.000 - CH. 24.894
ON M1717E5 ROO
EFER DETAIL ‘E
ON M1717E5 ROO
CENTRE
LINE
ON M1717E5 ROO
TYPICAL CROSS SECTION
SCALE 1: 100
5.200
2.600 || 2.600
CENTRE
LINE
REFER DETAIL 'C’
TYPICAL CROSS SECTION
CH. 24.894 - CH. 48.857
EFER DETAIL 'E’
ON M1717E5 ROO
EFER DETAIL 'E’
ON M1717E5 ROO ON M1717E5 ROO
. m =F R 8 SCALE 1: 100 Scan. w0
REFER INTERSECTION DETAILS. & z z z z
*K FOR LIP OF KERB LEVELS ON a _ +p 4
DWG No, M1717E5 R03 —
B e |i os = VARIES VARIES VARIES
IS f ldo = * *
a fe * 2.600 a 0,600 2.600“). VARIES
nox | 30% ay 30%_|_39% | 98s
@
RE18,PmR-14.85m R-8. blu
HORIZ. CURVE DATA Ly i Lat zZ ice ine
REFER DETAIL 'C’ &|s EFER DETAIL 'E REFER DETAIL ‘B’ REFER DETAIL 'D EFER DETAIL ‘E*
VC. LENGTH (m) a ON MI717E5 ROS ON MI7T7E5 ROS ON MI7I7E5 RO9 ON MITI7E5 ROS ON MI717E5 ROS
RADIUS OF CURVATURE
TANGENT GRADE (%) 2.2112 % 0.5812 -0.502|% -0.117 % TYPICAL CROSS SECTION TYPICAL CROSS SECTION
DISTANCE IP-IP 2.889 m 4.66 \m 963 \n 2.04 m CH. 48.857 - CH. 75.766 CH. 75.766 - CH. 78.447
DATUM R.L.-8.0 SCALE 1: 100 SCALE 1: 100
LHS LIP OF s Z
KERB LEVELS
RHS LIP OF al elola wl m|un
SE SSE} SK SSIES 5.100 5,200
KERB LEVELS myen|mn) mf
CUT (-ve) S| 8} S/AIRISS/8/8]s]8]a]8) 2
FILL > Fe] sleielelsiesieisie]s] e
PAVEMENT LEVELS x ev) clalelnlelelelalelals| s
g S} SS/S/SiS/Z4/alsla]s} sg &
ALONG CONTROLLINE ai ma] es] en ferk| eo fet on |e ie fei en |e ne Blu
REFER DETAIL 'B’ REFER DETAIL ‘D az EFER DETAIL ‘E’
SURFACE LEVELS x 2} gleleisialsleialstele] s ON MI717E5 ROO ON MITITES ROS ON MI717E5 ROS
g £} S|HIAISISIS/S/RISIE/S} 8
ALONG CONTROLLINE s my ompen|m|en tem lente len| mle! mm
PEGGED CHAINAGE TYPICAL CROSS SECTION
2 s| sls/sisisls/sisiais/s| 8 CH. 78.447 - CH. 114.506
s 2} 2/8/5/3/8)8/$/8/2/8/s Cn 76.447 ~ Cn 6.306
ALONG CONTROLLINE S a] sis{sisisisisjejeis/s| =
SCALE 1: 100 ~| DIAL BEFORE
eh YOU DIG
LONGITUDINAL SECTION - SWALLOW STREET
www.1100,com.au
The Essential First Step
Pansy
TST T OEE Ne WATTETSTAGES\DESTGN WORKING DRAW NGS|RORDWORKS SECTIONS
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE oe LAN uv
= Waitin’ , MESAESHONNIEORGHALORAWISCAE ROADWORKS LONGITUDINAL SECTIONS M1717E5 R04 A
————_—_—_———————
Al 0 1 20 30 40 50 (At) 1:1000 100 SWALLOW STREET “NOOSA COUNCIL
a a |] ee) Pp 20 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -F IN DOUBT PLEASE ENQUIRE NOOSA DOMAIN PTY. LTD.
Iam APPROVED LOEMKINer —gyasnaser yipapeas [PESVONED| re COUNCIL REF
eeasos7 — "rpeqsea: area soas | onawn
URBANCONSULTANTS -- AC_ os Mast caeckeo | ADF | A | ORIGINAL ISSUE FOR COUNCIL 22/02/18 |pcm| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
isiasenrermowncmmaenns OSMABK oe (000s {SM 35 WALTER HAY DRIVE, NOOSAVILLE MENAME: ROADWORKS SECTIONS OW
BAN CONSULTANTS PIY LTD THIS
"OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
Page 8
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 ROADWORKS CROSS SECTIONS M1717E5 R05 A
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
Metres
SWALLOW STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS SECTIONS.DWG
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.
[OCR of page images]
70
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
Datum RL 2_
FINISHED RL 3.346
Datum RL 2_
FINISHED RL 3.298
30% rts
50 1 Datum RL 2.
FINISHED RL 3.240
30%—|- 309
40 Tt. 7 Datum RL 2.
FINISHED RL 3.182
3.0% — 3
30 r Datum RL 2
FINISHED RL 3.124
92 3.09 _
20 7 t Datum RL2_
FINISHED RL 3.066
10
Datum RL 2°
-_ JFOP
URBANCONSULTANTS
FINISHED RL 3.008
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
102230 4 5 (at.
Vertical 1:100
Al
0 10 20 30 40 50 l
) 1:10 10
114.506
Datum RL 2_
FINISHED RL 3.222
Datum RL 2_
FINISHED RL 3.237
Datum RL 2
Datum RL 2
a
I
n6
FINISHED RL 3.287
2
| —
I
—3.0% 55% | 3.0% Aine _
oo
90 \ 2
FINISHED RL. 3.336
-
|
— sox—/ 3.0% __1in ®
80 I
Datum RL 2°
NOOSA DOMAIN PTY. LTD.
FINISHED RL 3.359
ROADWORKS CROSS SECTIONS
imi) 11000 700 SWALLOW STREET
DONT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
“mow RE SARS, DACs Fam [pow
Swans creckeo | ADF | _A_| ORIGINAL ISSUE FOR COUNCIL 22/02/18 |pcm| NOOSA DOMAIN RETIREMENT VILLAGE
aeaccicarrimomnconamnsrves OSMAR, Savon any Tsu Dera ca Pwr] 35 WALTER HAY DRIVE, NOOSAVILLE
DIAL BEFORE
eh YOU DIG
www.1100,com.au
The Essential First Step
DETAILS: -
M1717E5 ROS A
LOCAL AUTHORITY REF
NOOSA COUNCIL
COUNCIL REF
OPW12/0095
FILENAME: ROADWORKS SECTIONS.OWG
TST T OEE Ne WATTETSTAGES\DESTGN WORKING DRAW NGS|RORDWORKS SECTIONS
URBAN CONSULTANTS PIYLTD. THIS
ENT MAY NOTE
‘OR TRANSMITTED NAN
BY ANY MEANS IN PART OR IN
TRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 9
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 ROADWORKS LONGITUDINAL SECTIONS M1717E5 R06 B
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
Metres
BLUE GUM STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS SECTIONS.DWG
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.
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024 | VARIES VARES 1425,
2.150 2.900 | VARIES
*
3.0% 3.0% TYPE ‘A’ RETAINING
ee WALL REFER DETAIL
wy ON MI717E5 EWO2
By ine w
REFER DETAIL ‘A’ as REFER DETAIL 'B’ REFER DETAIL 'B’ REFER DETAIL ‘D 2 REFER DETAIL 'B
ON MITI7E5 ROO ON M1717E5 ROS ON MI717E5 ROS ON MI717E5 ROS ON M1717E5 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 1425, VARIES. 1425
DETERMINED BY SOIL TESTS TAKEN * *
AT FORMATION LEVEL. 2.750 8.150 2.750 VARIES.
ESA's 4.0x10* - ACCESS PLACE *
NOMINAL PAVEMENT TYPE ‘A’ RETAINING ale 3.0% 3.0% TYPE ‘A’ RETAINING
CH0.000 TO CH79.823 WALL REFER DETAIL WALL REFER DETAIL
30mm AC SURFACING (DG10) ON M1717E5 EWO2 ON M1717E5 EW02
Tmm AGGREGATE PRIMER SEAL
CENTRE
LINE
LINE
125mm TYPE 2.2 TOP COURSE (CBR 60) REFER DETAIL ‘A’ REFER DETAIL 'B’ REFER DETAIL ‘C’ REFER DETAIL ‘B’
125mm TYPE 2.3 BASE COURSE (CBR 45) ON M1717E5 ROS ON MI717E5 ROO ON M1717E5 ROO ON MI717E5 ROD
300mm TYPE 2.5 SUB-BASE
REPLACEMENT (CBR 15) TYPICAL CROSS SECTION TYPICAL CROSS SECTION
RETER NIFRSECTION DETAILS £33 CH. 4.121 — CH. 62.738 CH. 62.738 - CH. 66.036
*K FOR LIP OF KERB LEVELS ON im SCALE 1: 100 SCALE 1: 100
DWG No. M1717E5 RO3 — eee
SES VARIES _|__ VARIES
ze .
HORIZ. CURVE DATA Roe REFER DETAIL ‘C’ S|5 REPERIDETAID
ON M1717E5 ROO ON M1717E5 RO9
V.C.LENGTH (m) 9.998V
RADIUS OF CURVATURE A400 TYPICAL CROSS SECTION
TANGENT GRADE (%) =0.5011% =B.994 % CH. 66.036 - END
DISTANCE IP-IP 72.214] m sh SCALE 1: 100
DATUM R.L.-7.0
LHS LIP OF
KERB LEVELS K
RHS LIP OF
KERB LEVELS >K
CUT (-ve} a} «| | Sis/e/§
FILL s S e s1F/e1F
PAVEMENT LEVELS s| el el elsiele
ALONG CONTROLLINE | |=] =|] filmit
SURFACE LEVELS 2 S 4 elslele
ALONG CONTROLLINE | |=) 9 |] raft
PEGGED CHAINAGE o s e ele2/a|m
ALONG CONTROLLINE = g $ S/S/sfs
S| DIAL BEFORE
eh YOU DIG
LONGITUDINAL SECTION - BLUE GUM STREET
www.1100,com.au
The Essential First Step
Pansy
M1717E5 ROG B
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
TST T OEE Ne WATTETSTAGES\DESTGN WORKING DRAW NGS|RORDWORKS SECTIONS
ES veal ns0 ng as (at) 1-100 10 ROADWORKS LONGITUDINAL SECTIONS
Al gio a0 30 a0 GAN TT00 00 BLUE GUM STREET Loca aumionry
=a mt | Pp NOOSA COUNCIL
sonra nnmnie renner rane NOOSA DOMAIN PTY. LTD.
i] me NK COaoar” — Wveeses, area ets [own [Pam] 8 | BLUE GUM STREET GRADINGS AMENDED 10/01/20 | ADF] QOSA DOMAIN RETIREMENT VILLAGE “OPW12/0095
URBANCONSULTANTS ——- 1s MARSH cHecxed [ADF | A_| ORIGINALISSUE FOR COUNCIL 28/02/18 | PEM.
rormmensoairorrrvmanconansr? Crpcqaosa C1 DATUM: AHD _[1SSUE-) DETAILS pate. [wr | 35 WALTER HAY DRIVE, NOOSAVILLE FILENAME: ROADWORKS SECTIONS.OWG
BAN CONSULTANTS PIYLTD. THIS
TIA NOTE ‘OR TRANSMITTED NAN
SV ANY MEANS IN PART ORIN WHOLE EN CONSENT OF IP URBAN CONSULTANTS PTY LTD
Page 10
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 ROADWORKS CROSS SECTIONS M1717E5 R07 A
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
Metres
BLUE GUM STREET LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS SECTIONS.DWG
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.
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON M1717E5 EW02
40 Datum RL 2.
FINISHED RL 3.660
3.0% 3.0% =
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON M1717ES EW02
3.0% 3.0%
30 Datum RL2_
FINISHED RL 3.710
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON M1717E5 EW02
3.0% is __ 30% | 3.0% ee __
20 Datum RL 2. 70
FINISHED RL 3.760 FINISHED RL 3.501
Datum RL 2
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON M1717E5 EW02
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON M1717E5 EW02
_
oN
NN
aac lace 0% 3.0%
10 Datum RL 2. 60 Datum RL 2.
FINISHED RL 3.810 FINISHED RL 3.560
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON M1717ES EW02
3.0%
Datum RL 2. 50 : Datum RL 2.
FINISHED RL 3.861 FINISHED RL 3.610
DIAL BEFORE
C5) YOU DIG
www.1100,com.au
The Essential First Step
Pansy
TST T OEE Ne WATTETSTAGES\DESTGN WORKING DRAW NGS|RORDWORKS SECTIONS
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE \ RC
== BRISBANE - SUNSHINE CC PLANNER ve dn 3g a (a1) 4:100 10 ROADWORKS CROSS SECTIONS M1717E5 RO7 A
OASt AL Sse aga oO BLUE GUM STREET Loon aun et
mmr | sep) ed soreness ssh NOOSA COUNCIL
c NOOSA DOMAIN PTY. LTD.
on Maroochydore ald 4558 wronove CEseaier grass cpzies PSR counci ae
OM N.au ‘RPEQ 5087 ‘RPEQ S691, RPEQ 6086 | DRAWN
URBANC ON SULTAN TS susvavconsut ‘ 1a onan GHEED|ADF|_A_| ORIGINAL ISSUE FOR COUNCIL 2e/o2/1s |pem| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
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FP URBAN CONSULTANTS PTY LTD THIS
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Page 11
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 ROADWORKS SECTIONS M1717E5 R08 B
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
Metres
SILVER GULL BOULEVARD LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS SECTIONS.DWG
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.
[OCR of page images]
6 2.900 2.900
2 2.900 5.100
% REFER TO CUT asoo
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EXISTING PAVEMNT PROPOSED PAVEMENT E
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CUT BACK EXISTING CUT BACK EXISTING PAVEMENT TYPICAL CROSS SECTION TYPICAL CROSS SECTION
A.C. EXTRA 150mm ro souN FACE (max (50m CH. 3.845 - CH. 19.594 CH. 19.594 - CH. 25.757
mm
OF PAVEMENT SCALE 1: 100 SCALE 1: 100
CUT BACK DETAIL
SCALE 1:20
VARIES VARIES
* *
NOTES:
ASSUMED TOPSOIL DEPTH 150mm
ULTIMATE PAVEMENT DEPTHS ARE
DETERMINED BY SOIL TESTS TAKEN
AT FORMATION LEVEL, NOOSA COUNCIL
ESA's 4.0x10° - ACCESS PLACE REFER DETAIL ‘E: EFER DETAIL ‘E’ APPROVED PLAN
NOMINAL PAVEMENT ON MITITES ROS ON MI7I7ES ROS
NOMINAL PAVEMENT OPW12/0095.03
CH3.845 TO CH25.757
30mm AC SURFACING (DG10) TYPICAL CROSS SECTION 11 JULY 2024
‘Imm AGGREGATE PRIMER SEAL
125mm TYPE 2.2 TOP COURSE (CBR 60) CH. 25.757 - END
125mm TYPE 2.3 BASE COURSE (CBR 45) SCALE 1: 100
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REPLACEMENT (CBR 15)
Bot
CH 25.757 TO CH32.990 22 SRA
175mm CONCRETE (BY OTHERS) hee
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REFER INTERSECTION DETAILS We SB
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TANGENT GRADE (%) U4 84.76 4N.9%
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x* Datum RL 2
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The Essential First Step [2
DETAILS: is
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE a un IS
= Vere! 400 | eg gg tat) 1-400 10 ROADWORKS SECTIONS M1717E5 RO&’ BE
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RPEQ 5087 rp s6v1 A Rpea 6oss | prawn [PGM| B | CUL-DE-SAC PAVEMENT AMENDED. 27/04/18 | PGM IE
URBANCONSULTANTS —__ sans cHecxed [ADF | _A_| ORIGINALISSUE FOR COUNCIL 28/02/18 |pem| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095 i
isinconcoareriesncooncwsrnce Oypeganee Ol aru ano [sve DEAS owe Pwr. | 35 WALTER HAY DRIVE, NOOSAVILLE rucnane: _ noaoworsssecrionsows ff
BAN CONSULTANTS PIYLTD. THIS
TIA NOTE ‘OR TRANSMITTED NAN
SV ANY MEANS IN PART ORIN WHOLE EN CONSENT OF IP URBAN CONSULTANTS PTY LTD
Page 12
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 ROADWORKS DETAILS M1717E5 R09 A
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
Metres
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS SECTIONS.DWG
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.
[OCR of page images]
ws NOTE:
az SIDE DRAINS ARE TO BE LOCATED UNDER ALL KERB AND
y se 212 CHANNEL. FOR DETAILS OF SIDE DRAIN CONSTRUCTION REFER TO
= =/5 Ss TD DRAWI Q R-140 FOR ALTERNATIVE POSITION:
2 Z\p LIP OF KERB LEVELS 2\ STO DRAWING SE LTERNA TIVE POSITIONS
LIP OF KERB LEVELS 4 & LIP OF KERB LEVELS S\5 '
< 150mm 2)¥ 150mm BASE COURSE
ales IPWEAQ TYPE ‘Bt’ KERB BASE COURSE IPWEAQ TYPE 'B2' KERB MATERIAL 1 0.300 IPWEAQ TYPE ‘M6’ KERB
MATERIAL AND 450mm CHANNEL MATERIAL AND CHANNEL REFER STD AND CHANNEL REFER STD
REFER STD DWG RS-080 ‘a DWG RS-080 “ DWG RS-080 NOOSA COUNCIL
Ce 4 r 4
’ — t APPROVED PLAN
| h | - i OPW12/0095.03
€ €| € ez eZ
Elz ez ez sl= l= 11 JULY 2024
PAVEMENT MATERIAL 2|= g|= PAVEMENT MATERIAL a= PEE eee = ~
AS SPECIFIED AS SPECIFIED 150mm
150mm _| 450mm
DETAIL ‘A’ DETAIL ‘B’ DETAIL
SCALE 1:20 SCALE 1:20 SCALE 1:20
w
az
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IPWEAQ CHANNEL Z\a
LIP OF KERB LEVELS LIP OF KERB LEVELS lS
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CARPARK REFER TO NOOSA
COUNCIL STD DWG 9044
E cr Z| C I
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EXISTING PAVEMNT PROPOSED PAVEMENT
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A.C. EXTRA 150mm TO SOUND FACE (max.150mm)
STEP 150mm WITH EACH LAYER
OF PAVEMENT
CUT BACK DETAIL
SCALE 1:20
DIAL BEFORE
eh YOU DIG
www.1100,com.au
The Essential First Step
Pansy
M1717E5 ROQ A
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
veo | MSSCAESHOWNISORGIALDRANINGSCALE ROADWORKS DETAILS
Al 0 10 20 30 40 50 (A1) 1:1000 100 LOCAL AUTHORITY REF:
NOOSA COUNCIL
DONT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
NOOSA DOMAIN PTY. LTD.
-_ JFOP
won RE SARS, DACs Fam [pow “OPW12/0095
NOOSA DOMAIN RETIREMENT VILLAGE
UWRBANCONSULTANTS qvecxe [ADF | _A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18 | P6M
romoenenreretvaanconaamarervne COSMAS Cy Saran anp sue] BETA: ome Twn} 35 WALTER HAY DRIVE, NOOSAVILLE FILENAME: ROADWORKS SECTIONS.OWG
TST T OEE Ne WATTETSTAGES\DESTGN WORKING DRAW NGS|RORDWORKS SECTIONS
URBAN CONSULTANTS PIYLTD. THIS
ENT MAY NOTE ‘OR TRANSMITTED NAN
BV ANY MEANS IN PART OR TN TRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 13
SW
·
·
SW
SW
SW
SW
SW
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE
11 JULY 2024
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 5 10 15 20 25 (A1) 1:500 50 DRAINAGE LAYOUT PLAN M1717E5 D02 E
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:1000
Metres
E ROOFWATER CONNECTION ADDED 27/09/18 JP
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE D PIT 3B/D ADDED 04/06/18 PGM NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM C FIELD INLET SIZES AMENDED 04/05/18 PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: DRAINAGE.DWG
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.
[OCR of page images]
' LEGEND:
| EXISTING STORMWATER DRAINAGE
/
a, / | | : FINISHED CONTOURS 53
Az / |
J Sle { | \ PROPOSED STORMWATER DRAINAGE
Z ~~ \
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SSN "PROPOSED RETAINING WALL eee
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F ~ SEWERAGE —e—s
~L WATER MAIN ———-w
ROOFWATER DRAINAGE KERB ADAPTORS === KA
(FULL DEPTH TYPE)
G \ ZN Z
STRUCTURE NUMBERS 7) a
EXISTING / PROPOSED / FUTURE
DRAINAGE NOTES:
1, 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.
2. ROOFWATER PITS TO BE IN ACCORDANCE WITH IPWEAQ STD DWG
D-0110 WITH CONCRETE INFILL GATIC LIDS OR APPROVED
EQUIVALENT.
3. 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.
4. THE DESIGN SURFACE LEVELS SHOWN FOR ROOFWATER PITS IS
INDICATIVE ONLY
¢ PITS WITH SOLID COVERS SHALL FINISH 25mm (APPROX) ABOVE
THE FINISHED SURFACE LEVEL
e PITS WITH GRATED TOPS SHALL FINISH
a)AT THE INVERT OF CUT-OFF DRAINS (IF APPLICABLE)
b)200mm BELOW THE SURROUNDING FINSHED SURFACE
REMOVE EXISTING
L3A\ STORMWATER LINE 'B'
LS BUILDING ‘B
4. THE FINISHED SURFACE SHALL BE SHAPED TO DIRECT
I OVERLAND FLOW TO THE GRATED PITS
— STORMWATER PIT \y 5. ALL GULLIES ARE TO BE TYPE S.MORL CATCHPITS AS PER
ian IPWEAQ STD DRAWINGS DS-061, DS-062 & DS-063.LOTS WITH
. REMOVE EXISTING UN FIELD INLETS ARE 10 BE GRADED TO DIVERT WATER TO PITS
\ STORMWATER LINE VN 6. ALL GRATES IN PRIVATE PROPERTY ARE TO BOLTED DOWN
j Seo
REMOVE EXISTING
STORMWATER PIT REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
! STRUC HORIZONTAL REFERENCE LOCATION VERTICAL
io 205 STUB TAYE | (STRUCTURE SETOUT CO-ORDNATES] Ree
| h! o
ny y BUILDING ‘A 25 STUB
if ! MANHOLE AND FINISHED
ri! rome concn | SGI
pir COVER
fy /- (GRATE NOT SHOWN FOR CLARITY) erse CENTRE OF 4
1H FOR GRATE DETAILS REFER IPWEAG CATCH PIT GULLY eRe
\ lg + STD DWG D-0050 (BOLT DOWN GRATE) | 'Y"E'* 1] CHAMBER
\
; ———— ROOFWATER CONNECTION | 1
— s
REFER TO DETAIL 3 1 5 Frio mer ne
GULLY.
VE [| | ROoPWATER os CHAMBER OR COVER
CTV TTT 77 STUBS TO ROOFWATER PITS ;
z OF HEADWALL
I Nv £.7426.537 I | TO BE 2x 9100 (TYPICAL) HEADWALL = teno oF ourteT | gih¥eRT OF.
SS N. 4710.76 © UJ PIPE!
ELEV. 3.466
I - 4 I PLAN
l 1 E, 7432.852 l A
i Kon N. 4706283 GRATED ROOFWATER PIT - TYPICAL DETAIL
l © _ ELEV. 3.789 | (rype 2 - FIELD INLET AS PER IPWEAQ STD DWG D - 0050)
NOOSA COUNCIL I ~ = I (600 x 600 SHOWN - 600 x 900 SIMILAR)
APPROVED PLAN — 2 SCALE 1:20
OPW12/0095.03 I ho I
11 JULY 2024 I <5 I THE CONTRACTOR IS TO NOTIFY THE SUPERVISING “] DIAL BEFORE
GRATED ROOFWATER PIT ——~ ENGINEER OF ANY DISCREPENCIES BETWEEN THE DESIGN YOU DIG
| | PLANS AND THE CONDITIONS ON SITE PRIOR TO boda
ROOFWATER CONNECTION DETAIL COMMENCEMENT OF ANY PIPE LAYING. a - Hale
SCALE 1:100 The Essential First Step
NORTH: Bory Es) sy Pansy
o ron
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
=e At 0 5 10 15 2 2 (At) 1:500 50 DRAINAGE LAYOUT PLAN M1717E5 DO2 E
ea
| (AS) 1:1000 | ROOFWATER CONNECTION ADDED 27/09/18 | JP tec AOR TY REE
= mt QB Pp 00 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IFN DOUBT PLEASE ENQUIRE D | PIT38/0 ADDED 04/06/18 6M] Osa DOMAIN PTY. LTD. NOOSA COUNCIL
roo “APPROVED Corafunner gyasnaser cyieareas PEXGEO[PGM] C | FIELD INLET Sizes AMENDED 04/05/18 | PaM ETD. COUNCIL REF
recqsos7 — "apeqsesx area soss [ orawn [PGM] B | REVISED AND RE-ISSUED FOR COUNCILAPPROVAL — | 27/04/18 |PGM
URBANCONSULTANTS AS aie ADF] A_| ORIGINAL ISUE FOR COUNCIL 22/02/18 |pem| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
rormmensoairorrrvmanconansr? Crpcqaosa C1 DATUM: AHD _[1SSUE-) DETAILS pate. [wr | 35 WALTER HAY DRIVE, NOOSAVILLE FILENAME: DRAINAGE.DWG
{STRIDE WENT TA TISTAGES\DESTGN WORKING DRAW NGS\ORAINAGE
URBAN CONSULTANTS PIYLTD. THIS BY ANY MEANS IN PART OR IN TRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
ENT MAY NOTE ‘OR TRANSMITTED NAN
Page 14
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 DRAINAGE LONGITUDINAL SECTIONS M1717E5 D03 C
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
Metres
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM C PIT 3B/D ADDED 04/06/18 PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: DRAINAGE SECTIONS.DWG
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.
[OCR of page images]
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STRUCTURE ee ee | ee ee ee ee ee
DESCRIPTION Zie zie si i Z/E 2g Zle zle zle 2le Ble
als als 7 | 3l= als als als als als als als
als a]S Blz s|= als als als gs ZS ZS als
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«le ale a|s ale «le ale «le ale ale «|e ale
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PIPE SIZE (mm) 375, 375 375 375 315 375(2) 375 315,
AND PIPE CLASS PP SNB PP SN8 | PPSN8 | PPSN8 | PP SNB PP SN8 | PP SN8
PIPE GRADE %. 0.40% 1.20% 0.65%, 0.62% 0.50% 0.43% 125%
PIPE SLOPE 1in X 250.00 83.06 754.89 | 160.38 200.00 232.44 | 80.14
FULL PIPE FLOW VELOCITY (m/s) 2210.17 1y)0,52(0.41 ty) f.04(0.81 ty} 2310.18 1y)
PART FULL FLOW VELOCITY (m/s. 0.82 120 0.95 0.75 1.42
{m/s} AR ER (1.12 ty) | (0.89 ty) (0.70 ty) | (1.05 ty)
RU -11.0
WATER LEVEL ow
IN STRUCTURE i a & 8 g 2 3 R g x 5 8
a a a a A Ni 2 a a 2 2 2
HYDRAULIC
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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 g 3 e el8 28 sa 2 ¢ e ale &
3 8 a m|R mlm ala 8 g a i ala g
INVERT LEVEL
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mi mn m mn mi mi mm mn mi es a
2/8 BIS mls Rls als & 2/8 als 8/5 e|B =
STRUCTURE SETOUT gle Ble |S ale els 2 als =| als als 3
& S|h ale Sis 5|a alk BIg alg g|S g
CO-ORDINATES alg ale 2/5 2|§ 2/5 Z/5 2/5 2/§ 2|§ 2
5 Pe 5|z PE mlz Bz mlz 5|z Bz &
RUNNING CHAINAGE g| 48288 g| 182738) 25.710 B] 14.4345 g| tees 8 g] 11933 | 6.007 g
Ss # s gS o & Ss = s = =
LINE 1A D D 1H
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Vertical 1:100
AL 1 2 3 4 = 5 (A1) 1:100 10
oO 10 20 30 40 50 (A1) 1:1000 100
reeasos’ — "Brreases: Clapeacoss | orawn
URBANCONSULTANTS Fonsnp on stir OF re URBAN consuLtanTseTvir — C]SMARSH o crecreo | ADE
‘RPEQ 8068 DATUM: AHD.
B
A
PIT 3B/D ADDED
PIT SIZES, PIPE MATERIAL & CLASS AMENDED
ORIGINAL ISSUE FOR COUNCIL
04/06/18
04/05/18
28/02/18
PGM
PGM
PGM.
ISSUE:
DETAILS:
DATE:
INIT:
REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
STRUCTURE HORIZONTAL REFERENCE LOCATION RONEN
TYPE (STRUCTURE SETOUT CO-ORDINATES)
LEVEL
FINISHED
MANHOLE AND
SURFACE LEVEL
Boor ATER MAIN SHAFT | MaNHOLE/PIT
COVER
KERB INLET CENTRE OF
LIP IN LINE GULLY eae
(DS-063) CHAMBER
FIELD INLET
AND _ CTE | ToP oF GRATE
ROOFWATER AMBER OR COVER
PIT
OF HEADWALL
INVERT OF
HEADWALL (END ere OUTLET PIPE
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
/- (GRATE NOT SHOWN FOR CLARITY)
] FOR GRATE DETAILS REFER IPWEAQ
600
STD DWG D-0050 (BOLT DOWN GRATE)
LJ
STUBS TO ROOFWATER PITS.
TO BE 2 x $100 (TYPICAL)
PLAN
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
DRAINAGE LONGITUDINAL SECTIONS
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
Pansy
iH
M1717E5 DO3 C
LOCAL AUTHORITY Re
NOOSA COUNCIL
COUNCIL REF
OPW12/0095
FILENAME: DRAINAGE SECTIONS.OWG
STR OET Ne WATTATASTAGESVDESTGN WORKING DRAW NGSIORAINAGE SECTIONS
BAN CONSULTANTS PIY LTD THIS
‘OR TRANSMITTED IN ANY FORM OR 8
NY MEANS IN PART OR IN WHOLE ‘CONSENT OF IFP URBAN CONSULTANTS PTY LTD
Used in these records
Compiled Approved Plans - OPW12-0095.03.pdfRelated documentApplication case desk ↗
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