Original source · versioned page text
Generally in Accordance OPW12-0095.01 Approved Plans.pdf
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
EXISTING
STAGES
STAGE 5
28/02/2018 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]
LEGEND :
NOOSA COUNCIL EXISTING CONTOURS ae
EXISTING LOT BOUNDARIES = - — ~ ~~ ———-—
GENERALLY IN ACCORDANCE PROPOSED LOT BOUNDARIES
OPW12/0095.01 3 APR 2018 FUTURE LOT BOUNDARIES =
—
SUBJECT STAGE |
909
SP290665
100
SP290665
DIAL BEFORE |
YOU DIG
www.1100,com.au
The Essential First Step
Ren Bae Ea TITLE: Pay
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE a PLAN
BRISBANE - SUNSHINE COAST - CENTRAL QLD 0 5 10 18 20 25 _(A1)1:500 50 CONSTRUCTION STAGING PLAN M1717E5 LOl A
Al (A3) 1:1000 “ee LOCAL AUTHORITY REF:
NOOSA COUNCIL
‘COUNCIL REF:
OPW12/0095
FILENAME: STAGING.DWG
‘CONSULTANTS PTV 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 UREA
NOOSA DOMAIN PTY. LTD.
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Page 2
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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.
NOOSA COUNCIL CONTRACTOR TO ENSURE NO DAMAGE
OCCURS TO ADJOINING PROPERTY
DURING WORKS.
GENERALLY IN ACCORDANCE
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\EARTHWORKS
OPW12/0095.01 3 APR 2018
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 A
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
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: 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 ——_
S
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
BATTER BETWEEN ALLOTMENTS
{at 1 in 2 max.)
BATTER TO ALLOTMENT TT
PROPOSED SEWERAGE LINE ——s 5
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
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
SETOUT TABLE - SUPERVISING ENGINEER PRIOR TO CONSTRUCTION.
3. CONSTRUCTION CERTIFICATION TO BE PROVIDED TO SUPERVISING
ENGINEER PRIOR TO "ON MAINTENANCE” INSPECTION.
PT No.| TYPE | EASTING [NORTHING] LEVEL
A Bye a PT | 7392542 | 755.012 | 3.25 EXISTING SERVICES LOCATIONS
— G Cc 22 | PT | 7391477 | 4748.10 | 3.25 THE DESIGN DETAILED ON THIS PLAN HAS BEEN PREPARED BASED
: &, 3 bt wine Rs ae 338 333 ON SERVICE AUTHORITY AS CONSTRUCTED INFORMATION
i oe | pr | qareess | ayar9ge | 308 NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY EXISTING
% | pr | 7ar7e1|4740077| 3.25 SERVICES LOCATIONS AND DEPTHS.
27 | pr | 7429:382 | 4749.158 | 3.25 IT IS THE CONTRACTORS RESPONSIBILITY TO UNDERTAKE POT HOLING
(HYDROVAC EXCAVATION) PRIOR TO COMMENCEMENT OF CONSTRUCTION
BUILDING PAD SETOUT TABLE -
BUILDING “B” OBTAINED PRIOR 10 COMMENCEMENT OF
WORKS ON SITE.
— BUILDING PAD SETOUT TABLE - PT No. | TYPE | EASTING |NORTHING| LEVEL CONTRACTOR TO ENSURE EXCAVATION
= wan 9 PT | 7437.220 | 4743.498 | 3.13 FACE ADJACENT TO BOUNDARY IS IN A
2 BUILDING “A 1 | pt | 7eazen | 726341) 3123 STABLE STATE AT ALLTIMES DURING
() NCIL PT No. | TYPE | EASTING |NORTHING| LEVEL 2 Pt 152 216 tss218 33 CONTRACTOR TO ENSURE NO DAMAGE FOR NOTES AND DETAILS
D : :
- aoe 1 PT | 7366.065 | 4725.083 | 3.53 B PT | 7495.772 | 4752.729 | 3.13 OCCURS TO ADJOINING PROPERTY REFER DWG No.M1717E5 EW02
= 2 | PT | 7364580 | 4715.895 | 3.53 a4 | PT | 7501472 | 4788.712 | 3.13 .
ENERALLY IN ACCORDANCE 3 | pr | 7368523 | 4702.621| 3.53 15 | Pr | 7495.22 | «789.695 | 3.13 .
% | pr | 7371447 | 4698323 | 353 te | PT |7496.047| 4794937 | 3.13 Sl piAc Berore
5 | PT |7430.047| 4715.729 | 3.53 17 | PT | 7477.504 | 4797842 | 3.13
PW12/0095.01 3 APR 2018 6 | Pr | 7430361 | 4720.957 | 3.53 18 | PT | 7472543) 4766264) 3.13 YOU DIG
. 1 | PT | 1426403 | 4734,281] 3.53 19 | PT | 1466445) 4757.471) 3.13 vwww.1100.com.cu
8 | PT | 7417007 | 4740.340 | 3.53 20 | pT | 7444.955| 4751076 | 3.13 eee
The Essential First Step
Ren Bae Ea TITLE: Pay
N 1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE 0 TAN vu
= BRISBANE - SUNSHINE COAST - CENTRAL QLD 0 25 5 75 10 125 —_(At)1:250 25 EARTHWORKS LAYOUT PLAN M1717E5 EWO1 A
sd Al ee soca aunwonir es
a mt | FO Pp 0 Nor SoM HS AUN US ONLY BMESONSoWOED OETA Nae NOOSA COUNCIL
Mc wofpoan NOOSA DOMAIN PTY. LTD.
eS 5450 mau spore Capes’ ARPES, Clare ebks [oman [PGM COUNCIL
URBANCONSULTANTS srusean C.N. 050416 04 suaesh coo [ADF] _A_| ORIGINALISSUE FOR COUNCIL 28/02/18 |peu| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
‘asec ormomincaamarmce OSMASE creer [ADFT Af ORIG 102/18 }PGM] 35 WALTER HAY DRIVE, NOOSAVILLE sacs cyatumovepwe
TTRTOR] BOTS Ne WATTATAST AGE S\DESTGN WORKING DRAWINGS ERRTHTORRS
‘COPYRIGHT © 2011 FP URBAN CONSULTANTS PTV 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 FP URBAN CONSULTANTS PTY LTD
Page 3
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
·
·
·
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.
28/02/2018 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 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: 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, SITE TO BE FREE DRAINING TO ROOFWATER DRAINAGE OR ROADWAY
CLEARING AND GRUBBING
2. ANY CLEARING REQUIRED TO BE UNDERTAKEN BY THE CONTRACTOR |S 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.
3. 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
4. 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.
5. 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).
8. ALL FILLING SHALL BE COMPLETED TO A LEVEL 1 ARRANGEMENT, UNDER THE
SUPERVISION OF THE PRINCIPAL'S APPOINTED GEOTECHNICAL ENGINEER.
9. 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
11, 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 ENVIRONMENTAL
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
80mm THICK FIBRECRETE CONCRETE
SPOON DRAIN WHERE SITE FALLS
TOWARD WALL (300 MIN WIDTH)
FENCE POST BRACKETS SHALL BE
ATTACHED TO UB POSTS FOR FUTURE
1.2m HIGH POOL FENCE IF ORDERED
SETOUT POINT
400mm MIN
CENTRE OF EXISTING
UB POST } SURF ACE
‘
x| EL ~ |" — cOMPACTED CLAY
s| 3 at MATERIAL 150mm THICK
€ . BACK OF STEEL
a U 4 UB POST
- — GEOTEXTILE FABRIC
STEEL UB POST
AT 2.0m CENTRES
|
IH
FINISHED
lal
IH
CONCRETE SLEEPER
SURF ACE “ PANELS
| — eree panne
& | 6! GRANULAR FILL
VA 7A _— 9100 SLOTTED DRAINAGE PIPE
LL TO DISCHARGE 70 DRAINAGE
POST FOOTING TO BE Le |: SYSTEM AS ADVISED ON SITE
LOCATED ENTIRELY IN |
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:
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
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.
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
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.
5) DIAL BEFORE |
ey YOU DIG
www.1100,com.au
The Essential First Step
Pansy
ae EARTHWORKS DETAILS PLAN M1717E5 EWO2
(A3) 1:40) “ee LOCAL AUTHORITY REF:
NOOSA COUNCIL
0 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
NOOSA DOMAIN PTY. LTD.
= JFOP
atin eS, Ree tS. Tema
URBANCONSULTANTS _ eos GicieoTADF]_A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18 | pam | NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
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Page 4
SW
SW
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SW
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-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS
OPW12/0095.01 3 APR 2018
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 A
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
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]
——S==
5S
/
NN y / COMMUNITY CENTRE
IPWEAQ CHANNEL
DIM ‘A’ = 600mm
Fe .
— os
—— S
IPWEAQ TYPE
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STAGE
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= TIE IN NEATLY TO
— EXISTING KERB.
80
IPWEAQ CHANNEL
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51
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EXISTING KERB.
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, fe IPWEAQ TYPE 3| EXISTING —
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EXISTING KERB |
av
IPWEAQ CHANNEL
DIM ‘A’ = 600mm
BUILDING 'B'
50
_’ FLUSH TYPE KERB.
TIE IN NEATLY TO
FUTURE EXISTING KERB
: ! ; STAGE 5 IPWEAQ TYPE
SSE xe 1 ‘B2' KERB \.
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"B2' KERB \
FLUSH TYPE KERB.
Ly IPWEAQ TYPE
IPWEAQ TYPE "M6’ KERB
'M6' KERB .
IPWEAQ CHANNEL
DIM ‘A‘ = 600mm
FLUSH TYPE KERB.
TIE IN NEATLY TO
EXISTING KERB.
= IPWEAQ TYPE
"B2' KERB.
BUILDING ‘A’
IPWEAQ TYPE
"M6' KERB
IPWEAQ CHANNEL
DIM ‘A’ = 900mm
IPWEAQ TYPE ‘BY’
KERB & CHANNEL.
IPWEAQ TYPE
"B2' KERB. FLUSH TYPE KERB
YY
Co
FLUSH TYPE KERB. -
oe
IPWEAQ CHANNEL
DIM ‘A’ = 900mm
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
Nea Bae ISSUE: ie
N 1:250 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS O25 5 75 10 125 (A1) 1:250 25 ROADWORKS LAYOUT PLAN
————
ed FO Pp SUNSHINE COAST URBAN DESIGNERS Al (A3) 1:500
na a | 237-239 Bradman Avenue, SURVEYORS (20 NOT ScALE FROM THs DRAWING-USE ONLY DIMENSIONS PROVIOED- IFW DOUAT PLEASE ENQUIRE
fa Maroochydore Qld 4558 — ~ besianeo] PGM NOOSA DOMAIN PTY. LTD.
: - ENGINEERS APPROVED LOTMEKINEY —grAtRaseR y1PAPPaS
HEROES P07 5450 3900 W www.jfp.com.au neeasos7 — “rpeqsear Olreea sass [ orawn [PGM NOOSA DOMAIN RETIREMENT VILLAGE
URBANCONS ULTANT S JP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 048 LANDSCAPE ARCHITECTS S MARSH caeckeo [ADF | A_ | ORIGINAL ISSUE FOR COUNCIL 28/02/18 | PGM.
‘Suncoast iemcamcomanenanie SMA beer ener OMe 35 WALTER HAY DRIVE, NOOSAVILLE
LEGEND :
EXISTING CONTOURS
EXISTING KERB AND CHANNEL
EXISTING STORMWATER
EXISTING SEWERAGE
EXISTING WATER
EXISTING U/G ELECTRICAL
EXISTING TELSTRA
PROPOSED KERB AND CHANNEL
FUTURE KERB AND CHANNEL
PROPOSED RETAINING WALL = 2 Sim
DENOTES TRANSITION IN K&C
REFER INTERSECTION DETAILS
SINGLE PLATE STREET
NAME SIGN
HAZARD MARKER D4-5
[email protected] CENTRES
Q
FOR NOTES REFER TO
DWG No. M1717E5 R02
REFER TO LANDSCAPE PLANS
FOR FINAL TRIM DETAILS
FOR EARTHWORKS DETAILS REFER TO
DWG No. M1717E5 EW01 - EW02
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 WORK.
PRIOR TO COMMENCEMENT OF WORKS
REFER TO VEGETATION MANAGEMENT
PLAN, REHABILITATION PLAN AND
LANDSCAPE ARCHITECTS PLANS
Pans
‘COUNCIL REF:
FILE NAME:
DIAL BEFORE
YOU DIG
www.1100.com.au
The Essential First Step
M1717E5 ROL A
LOCAL AUTHORITY REF:
NOOSA COUNCIL
OPW12/0095
ROADWORKS.DWG
(ZRJODROTE WW TETISTIGE STDESTGN W ORFING DRAWINGS ROAD WORS
“COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM GR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
Page 5
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS
OPW12/0095.01 3 APR 2018
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
1n5mm 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 | _DEFL-ANGLE 2 |@ PROTECTION 4. LENGTH AND LOCATION OF MITRE DRAINS SHALL BE DETERMINED ON SITE BY THE
START 0.000 | 7436.844 | 4773.289 | 189°26'49.87" - - - &|SCOVER STRIP SUPERINTENDENT.
TC 32.288 | 7431545 | 4741439 | 189°26'49,87" - - - 3/8 gS 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°1454.94" tso Mn. | s|e STANDARDS AND STANDARD DRAWINGS UNLESS DIRECTED OTHERWISE.
tr 42596 | 7432640 | a731316 | 158°11'54.93" 7 _ _ fc 150 ale 6. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING SERVICES WITH ALL
tc ttoa7 | 7034293 | a727185 | ts8°trsu.93" | m= RELEVANT AUTHORITIES BEFORE COMMENCING CONSTRUCTION, ANY COSTS
- . - WARNING TAPE ASSOCIATED WITH REPAIRING DAMAGE TO EXISTING SERVICES SHALL BE PAID FOR BY
CURVE | 54.142 | 7437.149 | 4720.046 - 1h.191 | 54°45°06,46" 25 POLYTHENE | & THE CONTRACTOR
cT 61.237 | 7444.628 | 4718.258 | 103°26°48.46" - - - WATER SERVICE —}2 3 1 THE CONTRACTOR SHALL ERECT TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE
TC 72.402 | 7455.487 | 4715.661 | 103°26'48.46" - - - $25 TELSTRA 2 RELEVANT AUTHORITY SPECIFICATIONS
curve | 74.731 | 7457805 | 4.715.107 _ r--8.900 | 4659 | 29°59°25.22" CONDUIT al = 8. SUB-BASE GRAVEL COMPACTED TO 95% AS1289 (MODIFIED) AND OF MINIMUM
3 — THICKNESS 75mm SHALL EXTEND UNDER THE KERB AND CHANNEL TO 150mm (MIN.)
CT 77.061 | 7460.090 | 4715.786 | 73°27'23.24" - - - 2 omc BEHIND THE KERB mm
END 114.506 | 7495.986 | 4726.448 | 73°27°23.24" : - - GAS SERVICE ———} +940 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) Bo " AND ADVISE THE SUPERINTENDENT OF ANY DISCREPANCY BEFORE THE
LEAI 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) TYPE’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
TC 25.757 | 7388.133 | 4740.342 | 98°57'07.14" - - - SCALEWO.S*«“‘S(S;~S~*S*St*SSSS!!! PAVEMENT
CURVE | 29.094) 739.485 | 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 | 4740939 | 73°27'23.24" - - - TAKEN AT FORMATION LEVEL.
2, ANY VARIATIONS TO THE NOMINAL PAVEMENT THICKNESS WILL BE PAID AT THE
780 RATES SHOWN IN THE PRICED SCHEDULE OF RATES.
aN TOPSOIL
BLUE GUM STREET - CONTROL LINE DETAILS cle 1 ALL TOPSOIL ON ROADWORK AREAS SHALL BE STRIPPED AND STOCKPILED PRIOR TO
PT | CHAINAGE] EASTING | NORTHING] BEARING | RAD/SPIRAL | ALENGTH | DEFL.ANGLE EXISTING al2 3 Meee NEO TI OE RON Pee te eo nO ON ERMINE TOPSOIL AND EARTHWORK
07°97 54" SURFACE & . mm.
START | 0,000 | 7367.715 | 4690620 | 73°27'22.54 - - - ae HAZARD QUANTITIES. THE CONTRACTOR IS TO SATISFY HIMSELF OF THE ACCURACY OF THESE
Tc 62.738 | 7427.856 | 4708.484 | 73°27'22.54" - - - MARKER Db-5 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" {| 230
cT 69.289 | 7433107 | 4712203 | 35°55'26.74" - - - CONCRETE Steen | | ROAD SITE FILL
START | 79.823 | 7439.288 | 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
Wy THE INSITU DENSITY OF THE FILL MATERIAL SHALL BE TESTED AT THE RATE OF ONE
LOCATION PER ALLOTMENT AT THE FOLLOWING INTERVALS:-
: TEMPORARY EDGE 1. TOTAL DEPTH LESS THAN 0.3M. - NO TEST REQUIRED
4.0m < | 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
a | 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
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018 YOU DIG
www.1100,com.au
The Essential First Step
Pansy
DIAL BEFORE |
“ ; TS SCALE SHOWN 8 OMGINAL DRAWING SME ; ROADWORKS DETAILS PLAN M1717E5 RO2 A
(A3) 1:40) “ee LOCAL AUTHORITY REF:
NOOSA COUNCIL
DONT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
NOOSA DOMAIN PTY. LTD.
= JFOP
THTOR] BOTS We WATTATAST AGE S\DESTGN WORKING DRAW INGS\RORD WORKS
atin eS, Ree tS. Tema
URBANCONSULTANTS _ eos GicieoTADF]_A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18 | pam | NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
Foranoomacnarorsrursancorssumnrserre Clepeq ages DATUM: AHD — | issu: | DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS.DWG
‘COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY UTD TSO
SV ANY MEANS IN PART ORINW
TT MAY NOT BEC ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
ED OR TRANS
Page 6
SW
SW
SW
SW
SW
-
NOOSA COUNCIL
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\INTERSECTION
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
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 INTERSECTION DETAILS PLAN M1717E5 R03 A
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
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: 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 - 77 ROAD __
SILVER GULL BLVD FLUSH KERB = 7"
PT No. | TYPE | EASTING |NORTHING] LEVEL. a
78 KTP | 7386.215 | 4743.579 | 3.613
19 KTP | 7386.693 | 4743.504 | 3.610
3 ae een as 337) 1
1 KT 7391.254 | 4744.981 584. L
82 KTP | 7393.772 | 4746.438 | 3.568 EE,
83 KTP | 7396.640 | 4746.472 | 3.552
84 KTP | 7399.235 | 4745.037 | 3.534
85 KTP | 7400.729 | 4742.588 | 3.516
86 KTP | 7400.713 | 4739.238 | 3.498
87 KTP | 7398.896 | 4.736.538 | 3.488
88 KTP | 7395,898 | 4735.273 | 3.484
89 | KTP | 7392.635 | 4735.886 | 3.488 1 KTP | 7436.501 | 4753,998 | 2.982
90 KTP | 7390.305 | 4736.867 | 3.496 o! | 12 KTP | 7436.188 | 4753.505 | 2.985
91 KTP | 7387.935 | 4737.437 | 3.508 120A 1 i B KTP | 7427.599 | &4771.950 | 3.012
93 KTP | 7381594 | 4738.436 | 3.477 . F = 1h KTP | 7429.902 | &771.079 | 3.005
94 | KTP | 7381035 | 4738.301 | 3.469 15 | KTP | 7431.708 | 4769.374 | 3.029
95 | KTP | 7380.736 | 4737811 | 3.472 16 | KTP | 7432692 | 4767.201 | 3.063
96 | KTP | 7379.973 | 4732921 | 3.625 17 | KTP | 7432.759 | 4764.726 | 3.084
97 KTP | 7365.156 | 4735.255 | 3.494 18 KTP | 7429.986 | 4762.951 | 3.166
98 KTP | 7365.767 | 4739.174 | 3.380 19 KTP | 7428.123 | 4751813 | 3.232
99 | KTP | 7365.432 | 4739.921 | 3.370 20 | KTP | 7430.193 | 4749.259 | 3.174
nh ae 2360 038 is 333 3380
the 101 KT 7365.279 | 474 66 |
BUILDING ‘A 102 | KTP | 7366423 | 470.645 | 3.347 TC 32 deg
103 KTP | 7367.619 | 4740.637 | 3.340 |
104 KTP | 7378.145 | 4744.780 | 3.552
P Somat exsING “LIP OF KERB SETOUT TABLE -
~ruuciners” ~~ SWALLOW ST CH0.000-24.796
PT No. | TYPE | EASTING |NORTHING| LEVEL
1 KTP | 7445.167 | 4769.013 | 2.943
2 KTP | 7442.978 | 4768.996 | 2.943
3 KTP | 7440.928 | 4768.231 | 2.934
4 KTP | 7439.262 | 4766.810 | 2.921
5 KTP | 7438.206 | 4764.968 | 2.920
6
7
8
9
KTP | 7438.262 | 4764.333 | 2.923
KTP | 7438.787 | 4763.970 | 2.935
KTP | 7445.154 | &762.911 | 3.124
KTP | 7443.512 | 4753.047 | 3.183
LIP OF KERB SETOUT TABLE - 10 | KTP | 7437.051 | 4754.122 | 2.991
ROAD 5 CARPARK
PT No.| TYPE | EASTING |NORTHING] LEVEL
121 KTP | 7361143 | 4732.311 | 3.443
122 KTP | 7361.265 | 4731740 | 3.443
123, | KTP | 7361.762 | 4731429 | 3.445
124 | KTP | 7366.651 | 4730.655 | 3.549
125 KTP | 7365.088 | 4720.778 | 3.599
126 KTP | 7360.087 | 4721569 | 3.535
127 | KTP | 7359.533 | 4721438 | 3.535
128 | KTP | 7359,.230 | 4720.951 | 3.535
BUILDING ‘B‘
LIP OF KERB SETOUT TABLE -
SWALLOW AND BLUE GUM STS
PT No.| TYPE | EASTING |NORTHING| LEVEL
Ave, oy
21 KTP | 7458.456 | 4718.082 | 3.280 \& "| 3 LIP OF KERB SETOUT TABLE -
22 | KTP | 7458.956 | 4718.384 | 3.279 SWALLOW ST AND ROAD 6
23 | KTP | 7459.064 | 4719.050 | 3.288 cab Sweet
MT | ip | qeodaee | ottzese | sane PT No. | TYPE | EASTING |NORTHING| LEVEL NOTE: ALL RADII ARE MEASURED TO THE
37 KTP | 7462.160 | 4713.688 | 3.438 ip
38 | KTP | 7459.402 | 4713.249 | 3.426 uid G3) 25 | KTP | 7493.62 | 4734.404 | 3.293 BUILDING ‘B LIP OF THE KERB AND CHANNEL.
39 | KTP | 7456.625 | 4713538 | 3.413 v 8 ee lrteees | eosese | [email protected] LENGTH TRANSITION BETWEEN
40 | KTP | 7455.069 | 4713.910 | 3.410 oye et M62) : KERB TYPES UNLESS SHOWN OTHERWISE
41 | KTP | 7445.538 | 4716.189 | 3.393 BUILDING ‘A’ & oa 28 Ke 7496 04 bra. 3st 36
4
tL TD ange 38 | arte 388 | 3003 af 30 | KTP | 7496696 | 4730.591| 3.105 THE CONTRACTOR IS TO NOTIFY THE SUPERVISING
i | «tp | 1438619 | 471.751 | 3.500 &_ ~“hS(60), 31 | KTP | 7497.304 | 4734.477 | 3,038 ENGINEER OF ANY DISCREPENCIES BETWEEN THE DESIGN
is | KTP | 7436885 | 4712986 | 3.547 | TRANSITION To 32 | KTP | 7503.960 | 4727.398 | 3.255 PLANS AND THE CONDITIONS ON SITE PRIOR TO
46 | KTP | 7435.212 | 4710678 | 3.597 FLUSH KERB 33) KTP | 7502.056 | 4726.662 | 3.262 COMMENCEMENT OF ANY WORK.
34 KTP | 7500.327 | 4725,662 | 3.278
35 KTP | 7498592 | 4724.670 | 3.293
36 KTP | 7496.726 | 4723.956 | 3.300
105 KTP | 7498.270 | 4740.565 | 2.990
106 KTP | 7498.128 | 4741130 | 2.988
107 | KTP | 7497.645 | 4741420 | 2.985
108 KTP | 7492.754 | 4742.190 | 3.084
109 KTP | 7494.307 | 4752.068 | 3.020
110 KTP | 7499.170 | 4751304 | 2.921
11 KTP | 7499.694 | 4751415 | 2.918
12 KTP | 7500.027 | 4751.930 | 2.915
41 KTP | 7434.236 | 4709.330 | 3.613
48 KTP | 7433.458 | 4708.416 | 3.608
49 KTP | 7432.474 | 4707.580 | 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 | 4710833 | 3.473
54 KTP | 7427.104 | 4710.995 | 3.470
55 KTP | 7429443 | 4712.164 | 3.460
56 KTP | 7430.238 | 4712826 | 3.455
57 KTP | 7430.927 | 4713.625 | 3.450
58 KTP | 7431011 | 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
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
900 CHANNEL BUILDING ‘A’ SEWERAGE
\
B2 KERB
LIP OF KERB SETOUT TABLE -
SWALLOW ST CARPARK WATER MAIN "
LIP OF KERB SETOUT TABLE - EXISTING KERB AND CHANNEL
PT No.} TYPE | EASTING |NORTHING| LEVEL
BLUE GUM ST CH0.000-4.871 iB | KTP [1505787 | 4786483 2.659 EXISTING U/G ELECTRICAL ———:
114 | KTP | 7505.646 | 4789.050 | 2.649
PT No.| TYPE | EASTING [NORTHING] LEVEL is | KAP | teontes | c780301| 260% TELSTRA ew
64 | KTP | 7371037 | 4682948 | 4.105 116 | KTP | 7500.288 | 4790.107 | 2.744
65 | KTP | 7369.671 | 4687549 | 3.960 117 | KTP | 7501065 | 4795.047| 2.695 THRESHOLD PAVEMENT
66 | KTP | 7369.381 | 4687906 | 3.949 118 | KTP | 7505.948 | 4794279 | 2597 TREATMENT ||
67 | KTP | 7368.925 | 4687.954 | 3.945 19 | KTP | 7506550 | 4794.448| 2.594
88 | KTP | 7368541) 4687-840 | 3.947 120 | KTP | 7506807 | 4794.909 | 2.592 KERB TRANSITION o
70 | KTP. | 7367.437 | 4693.562 | 3.744 BUILDING ‘B'
11 | KTP. | 7367883 | 4693.924 | 3.762 KERB RAMP wW
2 KTP | 7367.942 | 4694.495 | 3.789
B KTP | 7366.618 | 4698.952 | 3.929
Th KTP | 7369.302 | 4699.750 | 3.911
75 KTP | 7370.626 | 4695.292 | 3.775 |
16 KTP | 7370.988 | 4694.846 | 3.745
71 KTP | 7371559 | 4694.787 | 3.723 |
NOOSA COUNCIL [email protected] CENTRES eececcccccoccce
5) DIAL BEFORE |
ey YOU DIG
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
The Essential First Step
Ren Ber Ea} TITLE: Pansy
www.1100,com.au
" a oes eee we ayia ROADWORKS INTERSECTION DETAILS PLAN |™M1717E5 RO3 A
(3) 1:500 “ee LOCAL AUTHORITY REF:
NOOSA COUNCIL
0 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
NOOSA DOMAIN PTY. LTD.
= JFOP
A atin eS, Ree tS. Tema
URBANCONSULTANTS _ eos GicieoTADF]_A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18 | pam | NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
Foranoomacnarorsrursancorssumnrserre Clepeq ages DATUM: AHD — | issu: | DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: INTERSECTION.DWG
TOR] BOTS Ne WATTATAST AGE S\DESTGN WORKING DRAW INGSVITERSECTION
“COPYRIGHT © O11 IFP URBAN CONSULTANTS PTY LTD. THIS DOCUMENT MAY NOT BE Ci
ED 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 7
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
28/02/2018 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 C DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.M KINNEY 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
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
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
es 4
REPLACEMENT (CBR 15) ° & = m 8
; -
REFER INTERSECTION DETAILS & 2 2 # 3
FOR LIP OF KERB LEVELS ON s TS
DWG No. M1717E5 R03 <<
L, 2
iB es |q s a
IN ~ | 4 & a
la 4 a
ta
fa
S
HORIZ. CURVE DATA RE 16 Pr 14.85m RBs
V.C.LENGTH (m) BOC
RADIUS OF CURVATURE 272
TANGENT GRADE (2%) 2.212 % loses -0,502|% -0.117 %
DISTANCE IP-IP 2.889 m 4. 6\n 963\ 2.044 m
DATUM R.L.-8.0
LHS LIP OF : é
KERB LEVELS
RHS LIP OF wfolol= wolefen
SME S888} MK IBISIBRK
KERB LEVELS al al al ual i] ea] on
CUT (-ve] 8) 8] S/R/SIE/S/8|Z/g/S/ala] 8
FILL 9 S| slelaialsisisslslsie]
PAVEMENT LEVELS x we} clalelmlolelmlales/ale| «
z S|} S/S/SISIS/RIBIRIS/4/8| 8
ALONG CONTROLLINE s me} mf enyeniten fen) om ten] mn) en fea fen) oo
SURFACE LEVELS s| | elelgisislalelalselal s
ALONG CONTROLLINE | [S| | 3] e8|emfoa]rs[erifea [mle |a] em |
PEGGED CHAINAGE 2 3 2/3|2/3\s|5|S|g/g/s|8 2
3 ; s
ALONG CONTROLLINE s | s/Ss{sisislsisjeleje/s| =
LONGITUDINAL SECTION - SWALLOW STREET
= JFOP
URBANCONSULTANTS
6.700 5.200
VARIES VARIES
0.600 2.600 |, 2.600
3.0% IK 3.0%
REFER DETAIL 'E’
ON M1717E5 ROO
REFER DETAIL 'C*
ON M1717E5 R09
TYPICAL CROSS SECTION
CH. 0.000 - CH. 8.872
REFER DETAIL ‘B’
ON M1717E5 ROO
SCALE 1: 100
6.100 VARIES
*
0.600 2.600 VARIES
*
Lk 9, '%
aay rh 3.0% _|_3,0%
—————a
—{o-}
REFER DETAIL ww REFER DETAIL vo
ON M1717E5 RO9 ON MI717E5 ROO
CENTRE
LINE
EFER DETAIL 'E’
ON M1717E5 R09
TYPICAL CROSS SECTION
CH. 9.000 - CH. 24.894
SCALE 1: 100
VARIES
*
2.600 | VARIES
*
3.0%
a
3.0% ha.
CENTRE
LINE
EFER DETAIL 'E’
ON M1717E5 ROO
REFER DETAIL ‘C’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH. 48.857 - CH. 75.766
SCALE 1: 100
REFER DETAIL 'B’
ON M1717E5 R09
5.100 5.200
0.600 2.600 |) 2.600
ve 3.0% 3.0% 3.0%
REFER DETAIL ‘D’
ON M1717E5 ROS
LINE
REFER DETAIL 'B’
ON M1717E5 RO9
TYPICAL CROSS SECTION
CH. 78.447 - CH. 114.506
SCALE 1: 100
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Vertical 1:10
1,2 3 4 ~=5 (At) 1:100 10
—————
Al o 10 20 30 40 50 (A1) 1:1000 100
0 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
ROADWORKS LONGITUDINAL SECTIONS
SWALLOW STREET
NOOSA DOMAIN PTY. LTD.
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
ob
x Ke
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
*
ibe
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
4h
EFER DETAIL ‘E’
ON M1717E5 ROO
5) DIAL BEFORE |
ey YOU DIG
www.1100,com.au
The Essential First Step
DEW ATSS
M1717E5 RO4 A
NOOSA COUNCIL
A reason hveeses, Claseacate [oraw
- we pec] ADF|_A_| ORIGINAL SUE FOR COUNCIL 28/02/18 |p| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
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TOR] ROUEN WATTATAST AGE S\DESTGN WORKING DRAWINGS ROADWORKS SECTIONS
“COMA
© DOLL? URBAN CONSULTANTS PTV UTD TSO
TT MAYNOT
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
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
28/02/2018 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 C DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.M KINNEY 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
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
| NN |
— I
| a
3.0% 3.0% 3.0%
———— 114.506
1 Datum RL 2.
10 | Datum RL 2_ FINISHED RL 3.222
FINISHED RL 3.346
- | 4
— I
Datum RL2- ——— —— 3.0% 3.0% 3.0% _
FINISHED RL 3.298 110 Datum RL 2
1 —_
FINISHED RL 3.237
3.0%
50 ti TF Datum RL 2. |
I So
SEE 3.0% 3.0% | 3.0% rin __
30% 399 100 I Datum RL 2
FINISHED RL 3.287
40 tf 7 Datum RL 2.
FINISHED RL 3.182
FINISHED RL 3.240
53.9% | 3.096 __ $$ |
30 tf Datum RL2.
80% 85% _| 3.0% vin _
FINISHED RL 3.124 =
90 \ Datum RL2_
FINISHED RL 3.336
30% — 3.0% =
20 Datum RL 2_
FINISHED RL 3,066 |
\ oe
4 3.09 x | 30% 29% -
3
10 TTS Datum RL 2 Datum RL 2
FINISHED RL 3.008 FINISHED RL 3.359
) DIAL BEFORE |
& YOU DIG
www.1100,com.au
The Essential First Step
Ren Bae Ea TITLE: Pay
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE 0 PLAN:
BRISBANE - SUNSHINE COAST - CENTRAL QLD Wenealn yy 2 3g 5 (at) t:t00 10 ROADWORKS CROSS SECTIONS M1717E5 ROS A
na F Pp UNSHINE T Al 0 10 20 30 40 50 (At) 1:1000 100 SWALLOW STREET AA CHL
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EES Po? m “one ee conc
URBANC ON SULTANTS susan consi UTD. Ac suaesh coo [ADF] _A_| ORIGINALISSUE FOR COUNCIL 28/02/18 |peu| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
ronamowecnrorseumancoranusrrte Cppeasoss Ol DATUM AnD | ssuer| DETAILS cave [wr | 39 WALTER HAY DRIVE, NOOSAVILLE FILENAME: ROADWORKS SECTIONS.OWG
TOR] ROUEN WATTATAST AGE S\DESTGN WORKING DRAWINGS ROADWORKS SECTIONS
“COPYRIGHT © O11 IFP URBAN CONSULTANTS PTY LTD. THIS DOCUMENT MAY NOT BE COPIED OR 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
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NOOSA COUNCIL
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
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 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 C DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.M KINNEY 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]
NOTES:
ASSUMED TOPSOIL DEPTH 150mm
ULTIMATE PAVEMENT DEPTHS ARE
DETERMINED BY SOIL TESTS TAKEN
AT FORMATION LEVEL.
ESA's 4.0x104 - ACCESS PLACE
NOMINAL PAVEMENT
CH 0.000 TO CH79.823
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)
2.900
2.750
CENTRE
LINE
REFER DETAIL ‘A’
ON MI717E5 ROS
TYPICAL CROSS SECTION
CH. 0.000 - CH. 1.000
SCALE 1: 100
REFER DETAIL 'B’
ON M1717E5 ROO
VARIES. VARIES 4.425,
*
L VARIES,
*
3.0% 3.0%
TYPE ‘A’ RETAINING
REFER DETAIL ‘B’
ON M1717E5 RO
1.425,
2.750
co
&
Zz
é
uo
LINE
REFER DETAIL ‘A’
ON M1717E5 ROO
TYPICAL CROSS SECTION
REFER INTERSECTION DETAILS Rag CH, 4.121 - CH. 62.738
FOR LIP OF KERB LEVELS ON Mmm SCALE 1: 100
DWG No, M1717E5 R03 — eda
see
HORIZ. CURVE DATA
V.CLENGTH (m) pay
RADIUS OF CURVATURE 4.00
TANGENT GRADE (%) = 0.545 % 589 %
DISTANCE IP-IP 72.214 m 6th
DATUM R.L.-7.0
LHS LIP OF
KERB LEVELS K
RHS LIP OF
KERB LEVELS K
CUT (-ve} eg) sf os) S\8lgls
FILL s 3 s SIS le
PAVEMENT LEVELS sl sl sl elslele
ALONG CONTROLLINE | |=] 9m] mS] lao
SURFACE LEVELS al el 4) elslele
ALONG CONTROLLINE | |=) =| om] malm/m|m
PEGGED CHAINAGE | el al elelale
ALONG CONTROLLINE S a $s S/S/sie
= JFOP
URBANCONSULTANTS
LONGITUDINAL SECTION - BLUE GUM STREET
Horizontal 1:1000
Vertical 1:10
Al
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
1,2 3 4 ~=5 (At) 1:100 10
o 10 20 30 40 50 (A1) 1:1000 100
DONT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUBT PLEASE ENQUIRE
pesiGneD
PGM
PGM
ADF
APPROVED
TM anney
PAFRASER []LPAPPAS
'RPEQ S087 a oq
pea. seat reeqsose | DRAWN
sans CHECKED
A
TYPE ‘A’ RETAINING
WALL REFER DETAIL
ON M1717E5 EW02
REFER DETAIL 'B’
ON M1717E5 ROO
REFER DETAIL 'C’
ON M1717E5 ROO
VARIES
yY REFER DETAIL ‘D’
ON M1717E5 ROO
TYPICAL CROSS SECTION
CH. 1.000 - CH. 4.121
Td WALL REFER DETAIL
ON MI717E5 EWO2
REFER DETAIL 'B’
ON M1717E5 ROO
TYPE ‘A’ RETAINING
SCALE 1: 100
VARIES 1.425,
*
2.750 VARIES
*
ae 3.0% 3.0%
co
fz
Z
a
uo
LINE
REFER DETAIL 'C’
ON M1717E5 R09
TYPICAL CROSS SECTION
CH. 62.738 - CH. 66.036
SCALE 1: 100
VARIES.
REFER DETAIL ‘E'
ON M1717E5 ROS
TYPICAL CROSS SECTION
036 - END
SCALE 1: 100
CH. 66.
WALL REFER DETAIL
ON M1717E5 EW02
REFER DETAIL ‘B’
ON M1717E5 ROO
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
www.1100,com.au
ORIGINAL ISSUE FOR COUNCIL
BLUE GUM STREET
NOOSA DOMAIN PTY. LTD.
aeyoz/1e |pou| NOOSA DOMAIN RETIREMENT VILLAGE
Ohreasos DATUM: AHD
ISSUE:
DETAILS:
are Tw] 35 WALTER HAY DRIVE, NOOSAVILLE
ROADWORKS LONGITUDINAL SECTIONS
The Essential First Step
DETAILS:
a ro
M1717ES RO6
LOCAL AUTHORITY RF
NOOSA COUNCIL
OPW12/0095
FILE NAME:
DIAL BEFORE |
YOU DIG
A
ROADWORKS SECTIONS.DWG
TOR] ROUEN WATTATAST AGE S\DESTGN WORKING DRAWINGS ROADWORKS SECTIONS
“COPYRIGHT © O11 IFP URBAN CONSULTANTS PTY LTD. THIS DOCUMENT MAY NOT BE Ci
ED OR TRANSMITTED IN ANY FORM ORB
"ANY MEANS IN PART OR NW
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 10
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
28/02/2018 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 C DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.M KINNEY 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
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON M1717E5 EW02
3.0%
40 : Datum RL 2_
FINISHED RL 3.660
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON MI7I7E5 EWO2
oe 3.0%
30 Datum RL 2
FINISHED RL 3.710
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON MI7I7E5 EW02
oT
—
__ 3.0% ____3.0% atthe —
20 Datum RL 2 70 7 Datum RL 2
FINISHED RL 3.760 FINISHED RL 3.501
TYPE ‘A’ RETAINING WALL TYPE “A’ RETAINING WALL
REFER DETAIL ON MI717E5 EWO2 REFER DETAIL ON MI717E5 EW02
__ ——he 3.0%
10 Datum RL 2_ 60 t Datum RL 2.
FINISHED RL 3.810 FINISHED RL 3.560
TYPE ‘A’ RETAINING WALL
REFER DETAIL ON MI717E5 EW02
% | 3.0%
a St
0 Datum RL 2. 50 : Datum RL 2.
FINISHED RL 3.861 FINISHED RL 3.610
DIAL BEFORE |
YOu DIG
www.1100.com.au
The Essential First Step
Ren Bae Ea TITLE: Pay
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE \ RC
M1717E5 RO7Z A
BRISBANE - SUNSHINE COAST - CENTRAL QLD vere 42 34 5 ty 10 10 ROADWORKS CROSS SECTIONS
Al O02) SN SD AT TOO TOO BLUE GUM STREET LOCAL AUTHORITY REF
NOOSA COUNCIL
[20 NOT SCALE FROM THs DRAWING - USE ONLY DIMENSIONS PROVIDED -IFIN DOUBT PLEASE ENQUIRE
NOOSA DOMAIN PTY. LTD.
=e
- teu 'RPEQ 5087 RPEQ S691 'RPEQ 6086 | DRAWN
URBANC ON SULTAN TS suseanconsue UD. AC sans GicieoTADF]_A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18 [pam | NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
iSinteitaarSavaanmmcoe COSMAS g crete] ADF|_A_{ Ott 102/18 PSM 3+ WALTER HAY DRIVE, NOOSAVILLE suru soatupene cenews we
TOR] ROUEN WATTATAST AGE S\DESTGN WORKING DRAWINGS ROADWORKS SECTIONS
“COPYRIGHT © O11 IFP URBAN CONSULTANTS PTY LTD. THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
JTHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 11
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
28/02/2018 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 A
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 C DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.M KINNEY 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]
Z 2900 5.100
2 _ REFER TO CUT ooo *
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ais ’
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al= TL —_
ale SI
EXISTING PAVEMNT PROPO: E
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ON MI717E5 ROS ON MITITES ROS ON MI717ES ROS ON MI717E5 RO9
CUT BACK EXISTING CUT BACK EXISTING PAVEMENT TYPICAL CROSS SECTION TYPICAL CROSS SECTION
AC EXTRA 150mm TO SOUND FACE (max, 150mm) CH. 3.845 - CH. 19.594 CH. 19.594 - CH. 25.757
Bee an WITH EACH LAYER 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
ESA's 4.0x10¢ - ACCESS PLACE REFER DETAIL 'E* EFER DETAIL ‘E*
fen at FER DETAL REFER ETAL NOOSA COUNCIL
CH3.845 TO CH32990
30mm AC SURFACING (G10) TYPICAL CROSS SECTION GENERALLY IN ACCORDANCE
Tmm AGGREGATE PRIMER SEAL
125mm TYPE 22 TOP COURSE (CBR 60) CH. 25.757 - END OPW12/0095.01 3 APR 2018
125mm TYPE 2.3 BASE COURSE (CBR 45) SCALE 1: 100
300mm TYPE 2.5 SUB-BASE
REPLACEMENT (CBR 15)
REFER INTERSECTION DETAILS vie SR
FOR LIP OF KERB LEVELS ON mie PG
DWG No. MI717E5 R03 ie ta
a
g
215 SB
kif one
20% 2.0% _— __
HORIZ. CURVE DATA Ren 20 ~ TI
V.C.LENGTH (m) yc SV | Datum RY 2
RADIUS OF CURVATURE Ripe R740 FINISHED RL 3.538
TANGENT GRADE (%) 1489-786 4.9%
DISTANCE IP-IP 515 2.5 mth.9P ml
DATUM RLL.-7.0 | a yoy ag
LHS LIP OF 0
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1 —
KERB LEVELS FINISHED RL 3.434
RHS LIP OF al so
KERB LEVELS my om
CUT (-ve) S/S} alzle 2.0% 3.0%
FILL s|s] Slsls —_ q — a
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4/3} BIs|s FINISHED RL 3.398
ALONG CONTROLLINE mim} mete
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DETAILS: iS
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE PRO PAN iE
; wei” , SSCNESIOWNIEONGHALORAWNGSCAE ROADWORKS SECTIONS M1717E5 ROS Af
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URBAN CONSULTANTS — mee mows cHeckeo | ADF | A_ | ORIGINAL ISSUE FOR COUNCIL 28/02/18 | PEM NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095 E
Foranoonscwarorireursancorsuurrserisre pea egss — O DATUM: AHD — | issu: | DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: ROADWORKS SECTIONS.DWG is
“COPYRIGHT © DOLL 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 THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 12
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NOOSA COUNCIL
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\ROADWORKS SECTIONS
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
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 C DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.M KINNEY 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]
jy NOTE:
az SIDE DRAINS ARE TO BE LOCATED UNDER ALL KERB AND
y yw Z\2 CHANNEL. FOR DETAILS OF SIDE DRAIN CONSTRUCTION REFER TO
2/5 3/5 Ss STD DRAWING SEQ R-140 FOR ALTERNATIVE POSITIONS.
Z\2 Zz 2 LIP OF KERB LEVELS 2\¥
LIP OF KERB LEVELS 5 gS LIP OF KERB LEVELS 6\S
Z|< 150mm SF 50mm BASE COURSE
BASE COURSE IPWEAQ TYPE ‘BY’ KERB BASE COURSE IPWEAQ TYPE 'B2' KERB MATERIAL 10.309 IPWEAQ TYPE 'M6' KERB
MATERIAL AND 450mm CHANNEL MATERIAL AND CHANNEL REFER STD AND CHANNEL REFER STD
—_ REFER STD DWG RS-080 | DWG RS-080 + DWG RS-080
| i
aa : 2 | -
€ Ee | e iS ie
giz ez ez s a=
PAVEMENT MATERIAL— a= OE PAVEMENT MATERIAL B= PAVEMENT MATERIAL a 2
AS SPECIFIED AS SPECIFIED : 150mm
150mm I 150mm
DETAIL ‘A’ DETAIL ‘B’ DETAIL 'C’
SCALE 1:20 SCALE 1:20 SCALE 1:20
NOMINAL
KERB LINE
EDGE OF EXISTING
IPWEAQ CHANNEL ie
LIP OF KERB LEVELS LIP OF KERB LEVELS S
nase coUReE 600mm REFER STD DWG RS-080 se camey 00mm
FLUSH KERB. =
z
MATERIAL CARPARK MATERIAL REFER TO NOOSA je
COUNCIL STD DWG 9044 EXISTING PAVEMNT PROPOSED PAVEMENT
pe ee
:
] Elz siz CUT BACK EXISTING CUT BACK EXISTING PAVEMENT
PAVEMENT MATERIAL PAVEMENT MATERIAL a = g|= A.C. EXTRA 150mm TO SOUND FACE (max.150mm)
AS SPECIFIED DETAIL AS SPECIFIED ‘60 Step son WITH EACH LAYER
ee mm
SCALE 1:20
DETAIL CUT BACK DETAIL
a SCALE 1:20
SCALE 1:20
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018 & DIAL BEFORE |
YOu DIG
www.1100,com.au
The Essential First Step
Ren Bae Ea TITLE: Pay
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE a PLAN:
BRISBANE - SUNSHINE COAST - CENTRAL QLD Nena | 4g 3 4 5 (at)1:100 10 ROADWORKS DETAILS M1717E5 ROO A
T Al oO 10 20 30 40 50 (A1) 1:1000 100 LOCAL AUTHORITY REF:
NOOSA COUNCIL
[20 NOT SCALE FROM THs DRAWING - USE ONLY DIMENSIONS PROVIDED -IFIN DOUBT PLEASE ENQUIRE
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=e
- " 'RPEQ 5087 RPEQ S691 'RPEQ 6086 | DRAWN
URBANC ON SULTAN TS suseanconsue UD. AC sans GicieoTADF]_A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18 [pam | NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
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TOR] ROUEN WATTATAST AGE S\DESTGN WORKING DRAWINGS ROADWORKS SECTIONS
“COPYRIGHT © O11 IFP URBAN CONSULTANTS PTY LTD. THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
JTHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Page 13
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
SW
·
·
SW
SW
SW
SW
SW
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE
PRELIMINARYNOT FOR CONSTRUCTION
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 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: 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]
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
STORMWATER LINE
7)
a EXISTING
STORMWATER PIT
REMOVE EXISTING
STORMWATER LINE
REMOVE EXISTING
STORMWATER PIT
9225 STUB
BUILDING ‘A’ ‘ém LONG
Ren Bae
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD 0 5 10 15 20 25 (A1) 1:500 50
SUNSHINE Al (A3) 1:1000
, [DESIGNED PGM.
‘APPROVED TMFRINNEY — gpAFRASER [5 JPAPPAS
RERERS PC m. Oheeasos7 — Zareases: Ckeca cose [orawny [PGM
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MARSH
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A
ORIGINAL ISSUE FOR COUNCIL
BUILDING 'B'
600
"oO
LA
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
Zz
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.
TITLE:
NOOSA DOMAIN PTY. LTD.
28/02/18 | PGM
Oo
Oreo soss DATUM: AHD
ISSUE:
DETAILS:
pare: | INIT:
(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)
DRAINAGE LAYOUT PLAN
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
—sw-
48
ee
PROPOSED ROOFWATER DRAINAGE
ill. PROPOSED RETAINING WALL
<
" SEWERAGE ——e—s
WATER MAIN
Ww
ROOFWATER DRAINAGE KERB ADAPTORS
(FULL DEPTH TYPE)
r= KA
®
\e7 \AS 1087
EXISTING / PROPOSED / FUTURE
STRUCTURE NUMBERS
| DRAINAGE NOTES:
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 |S
INDICATIVE ONLY
PITS WITH SOLID COVERS SHALL FINISH 25mm (APPROX) ABOVE
THE FINISHED SURFACE LEVEL
PITS WITH GRATED TOPS SHALL FINISH
a)JAT 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.
ALL GRATES IN PRIVATE PROPERTY ARE TO BOLTED DOWN.
6
REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
VERTICAL
REFERENCE
LEVEL
HORIZONTAL REFERENCE LOCATION
(STRUCTURE SETOUT CO-ORDINATES)
‘STRUCTURE
TYPE
FINISHED
SURFACE LEVEL
~ MANHOLE/PIT
COVER
MANHOLE AND
ROOFWATER
PIT
& MAIN SHAFT
PRS.
CATCH PIT
TYPE ‘AY 1
CENTRE OF
GULLY
THAMBER
LIP oF
KERB
FIELD INLET
AND
ROOFWATER
PIT
CENTRE OF
GULLY
CHAMBER
‘TOP OF GRATE
OR COVER
GOF HEADWALL
(END OF OUTLET
PIPE)
INVERT OF
HEADWALL OUTLET PIPE.
DIAL BEFORE |
YOu DIG
www.1100,com.au
The Essential First Step
DETAILS: -
M1717E5 DO2
LOCAL AUTHORITY REF
NOOSA COUNCIL
COUNCIL REE:
OPW12/0095
FILENAME: DRAINAGE.DWG
PRELIMINARY
NOT FOR CONSTRUCTION
A
TOR] ROT NWT TA TAST AGE S\DESTGN WORKING DRAW INGSORA NAGE
“COPYRIGHT © O11 IFP URBAN CONSULTANTS PTY LTD. THIS DOCUMENT MAY NOT BE Ci
TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
[TOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
Page 14
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE SECTIONS
PRELIMINARYNOT FOR CONSTRUCTION
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 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 C DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.M KINNEY 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: 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]
STRUCTURE - a a a x x REFERENCE POINT LOCATION FOR
NAME = < = < < Q S = < = STORMWATER DRAINAGE STRUCTURES
_ N —lso N mn mo —t _ N MS
N OOSA co U NCI L STRUCTURE | HORIZONTAL REFERENCE LOCATION VERTICAL
+I TYPE (STRUCTURE SETOUT CO-ORDINATES) | REFERENCE
a|<
| of ge so]. fo GENERALLY IN ACCORDANCE >
STRUCTURE yy iy ale zZle 3 4 8 % ps FrsheD
DESCRIPTION 2 = gfe z|E 2 2 Zz Zz 2 OPW1 2/0095.01 3 APR 201 8 ‘oowarer || Gain suarr | SURFACE LEVEL
a a Qa a a a a - MANHOLE/PIT
a d z|\5 es a a a a a ‘ COVER
a Ble B= s a Ble a a Se [
als ale gle als als als als als ays
~IS |S Z\= ars +S |e ~IS >+|s |S
713 EIS als B ZI$ = 713 2/3 EIS
KERB INLET CENTRE OF LIP OF
LIP-IN LINE
(Ds-063) CHAMBER KERB
mo A CENTREOF | sop of crare
ROOFWATER: CHAMBER OR COVER
Pir
OF HEADWALL
frou rameret | AM
|
PIPE SIZE (mm) 375 375 315. 375 315 375 315
‘AND PIPE CLASS TLASS 2 TLASS2| CLASS 2] CLASS 2 | CLASS? TLASS2| CLASS 2
PIPE GRADE % 0.40% 0.40% 0.40% 0.40% 0.11% 0.43% 0.40%
PIPE SLOPE 1 in X 250,00 250,00 | 250.00 | 250.00 | 938.30 232.44 | 248.95
FULL PIPE FLOW VELOCITY (m/s) 2210.17 ty) 0,520.41 ty} 1,041.81 ty) 600] J (eR no row na
0.82 081 075 0.75
PART FULL FLOW VELOCITY (m/s] edhe | Om ony) | wey) c D7) Sry purty b-0050 (BOLT DOWN GRATE]
WATER LEVEL . . . . g | ,
IN STRUCTURE 5 8 s S s 2 8 g 3 8 3 | 4
a a a a ai PS z 2 2 &
HYDRAULIC ale ula «leo a om ole om L )
GRADE LEVEL x18 ale s|s S\5 S/S S| 8 Sls Bis als r STUBS TO ROOFWATER PITS
als jal vis PPS Alsi ails z ZZ 2/2 a ! TO BE 2 x $100 (TYPICAL)
(cumace)” 0.026 0,025 0,025 0.058 0.114 0.018 0,019
u PLAN
PIPE CAPACITY om am loom | om | cost ans | om GRATED ROOFWATER PIT - TYPICAL DETAIL
AT GRADE (Cumecs) : as : (TYPE 2 - FIELD INLET AS PER IPWEAQ STD DWG D - 0050)
(600 x 600 SHOWN - 600 x 900 SIMILAR)
SCALE 1:20
DEPTH TO INVERT g 8 x le sig gle 8 s xe 8
g g 8 $|¢ a8 Bld 8 8 Pay g
INVERT LEVEL ee - . ale
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DESIGN SURFACE ° . . . . o a
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DETAILS: iS
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE PRO PLAN Is
Vercal 1000 |g ag tat) 1100 10 DRAINAGE LONGITUDINAL SECTIONS M1717E5 DO3 A&E
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Foranoon sens orp unsanconsaautserrto Cgpeq goes 1 DATUM: AHD | ISSUE: DETAILS: care. | wr | 39 WALTER HAY DRIVE, NOOSAVILLE FILENAME: DRAINAGE SEcTioNs.owG fg
"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 Wi (THOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD. ~