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RFI - subdivision layout plan
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Log in to see the plans as drawn JNE Developments
Proposed Subdivision of
25 Pavilion Street Pomona
RPD: Lot 21 on SP316902
600 6
10 1274m² 1028m² 7 8
1.626ha
1001m²
1001m²
9
1069m²
15m Wide
Road
5
1002m² 4
1002m² 3 2 1
1002m²
1002m² 1000m²
A3 1:1250
13010-PRO-10G
[OCR of page images]
Scale 1:1250 — Lengths are in Metres.
luau! L L L L L L L L L L L L L L L L | JNE Developments
Oo 10 20 30 40 50 60 70 80 90 100 I10 120 130 140 150 160 170 180
‘ ye; 5 "ASP179876 |
gh !79876 bh ~ | Proposed Subdivision of
te. hee 25 Pavilion Street Pomona
; ive +:{ RPD: Lot 21 on SP316902
A ps SPI79871
GENERAL NOTES:
|. MISIBLE_ SERVICES ONLY HAVE BEEN LOCATED.
PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON
THE SITE, THE RELEVANT AUTHORITY SHOULD BE CONTACTED
FOR POSSIBLE LOCATION OF FURTHER UNDERGROUND SERVICES.
AND DETAILED LOCATION OF ALL SERVICES.
. BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED
BOUNDARIES SHOWN ARE COMPILED FROM DCDB DATA.
S Bpa6IE7 7 Mp core wow. sim 05 we
ld
LEGEND
‘ 4 © SEWER MANHOLE
pee
RP8&64877 ——— S ——— SEWER MAIN
a ——— RIM ————— RISING MAIN
W WATER MAIN
@ WATER HYDRANT
— “VY ELECTRICITY O/H
@ POWER POLE
T: COMMUNICATION CABLE
Possible
Subdivision — ¥ = DEVELOPED FLOOD EXTENT
Layout ae < (PEAKURBAN 9/11/2021)
6 BES
NOOSA PLAN 2020
LOW DENSITY RESIDENTIAL
ZONE
RIPARIAN BUFFER AREA
(EXTENT)
na : es 5 by : Revisions: Drawn Passed] Date
rOpos as /%) 2 fe ae DEV. FLOOD LINE] — | LA 7
‘ Bioretention LOT 10 & RD = LA
DIM Mer CL
LSD
LAND SURVEYING DYNAMICS
PO Box 6334, Maroochydore BC QLD 4558
10/1 Newspaper Place, Maroochydore QLD 4558
Mobile: 0412 666 516
AL Sy i Email: [email protected]
20 UP Web: www.landsurveyingdynamics.com
‘4 SP3I6902 & e Land Surveying Dynamics (LSD) Pty Ltd
: J ACN 154 593 870
Proposed 3m Wide Existing Easemen = : ea i:
Easement for to be extinguishe Bras * : Signed
Stormwater Purposes. a yy ee aa — i { y pate Cadastral Surveyor/Director
= ( ~“ Sek s Pag: . ae ae sou? | Date
E j Q ‘ <=) \Horiz. Datum MGA2020 | Vert. Datum = AHD
4 , ie ae 7 v = me
? , : : nay Re: a ; i Locality: POMONA
fi - j fos ee y ; ape i aa : es ; Local Government: NOOSA SHIRE COUNCIL
gets
This Plan is prepared for the owner for a , Si ig nae - . 4 SHEET 1 OF 1 le A3 1:1250
lodgement with the relevant Council for an THE AREAS AND DIMENSIONS SHOWN ON THIS PLAN ARE : i Ay ; FILE 15010-PRO-10 Rev T7721
application under the Planning Act and should APPROXIMATE ONLY AND ARE SUBJECT TO FINAL SURVEY
not be used for any other purpose. AND LOCAL AUTHORITY APPROVALS AND CONDITIONS.
fhancial dealings involving the tand: /\ fae ee, Pos eee . 13010-PRO-10| G |
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Page 2
JNE Developments
Proposed Subdivision of
25 Pavilion Street Pomona
RPD: Lot 21 on SP316902
600 6
1274m² 1028m² 7
1001m² 8
1001m² 9
1069m²
15m Wide
Road
10
1.626ha
5
1002m²
4
1002m² 3
1002m² 2 1
1002m² 1000m²
A3 1:750
13010-PRO-11G
[OCR of page images]
Scale 1:750 — Lengths are in Metres.
Lott ! ! . ! ! ! | JNE Developments
~ 10 40 50 60 70 IO
. - 5 N
Proposed Subdivision of
25 Pavilion Street Pomona
RPD: Lot 21 on SP316902
GENERAL NOTES:
< |. MISIBLE SERVICES ONLY HAVE BEEN LOCATED.
: es t : PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON
zy THE SITE, THE RELEVANT AUTHORITY SHOULD BE CONTACTED
FOR POSSIBLE LOCATION OF FURTHER UNDERGROUND SERVICES.
AND DETAILED LOCATION OF ALL SERVICES.
. BOUNDARIES HAVE NOT BEEN SURVEYED OR REINSTATED
BOUNDARIES SHOWN ARE COMPILED FROM DCDB DATA.
Possible
Subdivision
Layout
, EE
“t }. CONTOUR INTERVAL SHOWN IS 0.5 METRE.
aes RPBQIOS
Snes =
LEGEND
© SEWER MANHOLE
S ————— SEWER MAIN
RM RISING MAIN
W WATER MAIN
@ WATER HYDRANT
B, = ‘ P : 5 » NY ELECTRICITY 0/H
= Ay 4 7 sf ¥ ? ae ; @ POWER POLE
. f j : , : T: COMMUNICATION CABLE
TOPOSse
~ < Bioretention >
DEVELOPED FLOOD EXTENT
(PEAKURBAN 9/11/2021)
ay
NOOSA PLAN 2020
“hss ;
¥ a | / ¢ LOW DENSITY RESIDENTIAL
ZONE
(EXTENT)
Pah 3 : " Revisions Drawn Passed] Date
wee IDEV. FLOOD LINE 17/11,
— LOT 10 & RD
[P'up
ac Myf Bae Se RPIE9023 ; RIPARIAN BUFFER AREA
tab he Se
B73 ||
DIM Mer
LAND SURVEYING DYNAMICS
. : u ; fmm PO Box 6334, Maroochydore BC QLD 4558
— | A | =f : t = 10/| Newspaper Place, Maroochydore QLD 4558
S 0 : te / J te Peas ry 5 : Mobile: 0412 666 516
TODO. j beat. . + . bs\- “ % Email: [email protected]
ad 3m Wide~— : Gy ‘ 3 ae ‘te p. , . nN Web: www.landsurveyingdynamics.com
, ment for 4, mS ic 4 2 Roe ne del pte ; | » " $ Land Surveying Dynamics (LSD) Pty Ltd
om water & 7 “in - r : : : 5 > a) -. 2 - ., ACN 154 593 870
Uposes, osemen y ¥
. tobe extinguish ‘s “ Ps ~ ae ok -; IP - ay | ie on :
CCE » Seng eee ig : ‘ Signed
Cadastral Surveyor/Director
Sie ; ~ ad : 7 ee F : Dete
— La. - ‘ eh ey ” ye =a Horiz. Datum MGA2020 | Vert. Datum —AHD
Origin ofan
Locality: POMONA
IMPORTANT NOTE: es Home ¢ Re : S Cee o . va oY” Local Government: NOOSA SHIRE COUNCIL
This Plan i .d for th ke - . Ne Fen 2 n ¥ le
is Flan 1s prepare: ‘or e owner for ~ “ . ' < E- SHEET 1 OF 1 A3 1:750
cobhcotion winder the Plonning dot and should THE AREAS AND DIMENSIONS SHOWN ON THIS PLAN ARE St ~e : st . * FILE 13010—PRO—10_Rev 17/11/21
et be used for any other ose APPROXIMATE ONLY AND ARE SUBJECT TO FINAL SURVEY < , } , . ¥
i, Purpose. AND LOCAL AUTHORITY APPROVALS AND CONDITIONS.
Se eer ne anh tn fo Pe a oes 13010-PRO-11 | G |
Page 3
B
EXISTING
SK102 BATTERS TO TIE IN NEATLY TO MATCH EXISTING SURFACE AT BOUNDARY PIER FOOTINGS
SEWER MANHOLE
(NOT SHOWN) EITHER SIDE OF
TO REMAIN
SEWER LINE
1.0m HIGH RETAINING WALL
2.0m HIGH RETAINING WALL
REFER TYPICAL DETAIL
9 ²
2.5m HIGH RETAINING WALL
EXISTING SEWER LINE
FREE DRAINING COMPENSATORY CUT AS PER SWMP
TO ACHIEVE THE FLOOD STORAGE BALANCE
7 m² 8 ² 1069m D C
6 ² 1001 1001m
SK102 SK102
FUTURE SEWER LINE
A
600 1028m
1274m²
SK102
1.5m WIDE FOOTPATH
C O NT A S
6m WIDE ROAD
US E
EXISTING
INU T
D
SEWER LINE
TO REMAIN
A T UR
MODELLED FLOOD LINE O 1.5m WIDE FOOTPATH
I
N
PROPOSED MH NI O F
NG R O
105m² HE A D
APPROX SL 86.000
APPROX UIL 84.949 AD 6m WIDE ROAD
TURNING HEAD
1625 PROPOSED SEWER LINE
EXISTING SEWER LINE WITHIN
FUTURE LOT 1 COULD BE
REMOVED AFTER COMPLETION
OF PROPOSED SEWER LINE
Building
1.5m HIGH RETAINING WALL 1.5m HIGH RETAINING WALL
2 m² 1 m²
5 ² 4 m² 3 ² 1000
Envelop2e 1002m 1002 1002m 1002
1101m 1.4m HIGH RETAINING WALL
PROPOSED MS
EXISTING EXISTING EXISTING
EASEMENT TO BE EXTINGUISHED SEWER MANHOLE SEWER LINE
EXISTING TO REMAIN TO REMAIN
PROPOSED 3m WIDE EASEMENT FOR OVERLAND FLOW PATH EASEMENT TO BE EXTINGUISHED
103m SIGHT LINE (MAX)
DE ELITE 2 DUAL 6x4 EURO 5 (RFS FUPS)
10.215
EXISTING SEWER LINE
1.665 4.675 1.35
DE ELITE 2 DUAL 6x4 EURO 5 (RFS FUPS)
Overall Length 10.215m
Overall Width 2.500m
Overall Body Height INDICATIVE
Min Body Ground Clearance 0.417m
PROPOSED SEWER LINE
Max Track Width 2.500m
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 9.450m
LEGEND
FLOOD LINE
FUTURE SEWER
PROPOSED SEWER
EXISTING SEWER TO BE REMOVED
WALL NOTES
EXISTING SEWER EXTENT & HEIGHT OF ALL RETAINING WALLS TO BE
J:\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\21556 SK CIVIL.dwg
20.0 EXISTING CONTOUR
EXISTING MH FINALISED DURING DESIGN PHASE / OP WORKS
SL 85.554
(0.25m INTERVALS) DIL 84.173
20.0 DESIGN CONTOUR
(0.25m INTERVALS)
FENCE ON WALL BY FUTURE OWNERS.
GARBAGE TRUCK TURNING PATH TEMPORARY FENCE BY CONTRACTORS.
EARTHWORKS DEPTHS 1:200
CUT FILL (0.25m INCREMENTS)
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with JNE DEVELOPMENTS PTY 25 PAVILION ST, POMONA PRELIMINARY DESIGN 1:400 UNO A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's LTD AR DR RESIDENTIAL SUBDIVISION GENERAL ARRANGEMENT Drawing Number
client. This drawing shall only
be used for this specific project.
C 11.11.21 IR RESPONSE AR
Approved RPEQ No RP DESCRIPTION LOT 21 SP316902 21556-SK101
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 09.08.21 FOR APPROVAL AR MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 06.08.21 FOR INFORMATION ONLY AR [email protected] www.todconsulting.com ROL APPROVAL - VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 11.11.21 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 1 of 2 C
Page 4
PROPERTY BOUNDARY (BDY)
PROPERTY BOUNDARY (BDY)
CORRIDOR
15.00
WALL NOTES
EXTENT & HEIGHT OF ALL RETAINING WALLS TO BE VERGE PATH
SLEEPER SLEEPER ROAD 6.00 1.50 1.50
FINALISED DURING DESIGN PHASE / OP WORKS WALL WALL
PROPOSED EXISTING EXISTING STRUCTURE TO REMAIN
SURFACE LEVEL SURFACE LEVEL
FENCE ON WALL BY FUTURE OWNERS.
PROPOERTY BOUNDARY (BDY)
PROPOERTY BOUNDARY (BDY)
TEMPORARY FENCE BY CONTRACTORS.
SECTION D
SCALE 1:100 SK101
EXISTING / PROPOSED PROPOSED
SURFACE LEVEL SURFACE LEVEL
PROPERTY BOUNDARY (BDY)
PROPERTY BOUNDARY (BDY)
CORRIDOR
15.00
PIER PIER
FOOTING FOOTING
EXISTING SEWER ROAD VERGE PATH
6.00 1.50 1.50
(ONLY WHERE CUT PROPOSED EXISTING STRUCTURE TO REMAIN
ADJACENT NEIGHBOURING PROPERTIES)
FOOTING TO BE EXTENDED BELOW ZONE OF INFLUENCE
OF ADJACENT EXISTING SEWER WHERE APPLICABLE
TYPICAL TYPE A WALL TYPICAL TYPE B WALL
NTS NTS
SECTION C
SCALE 1:100 SK101
PROPOSED BOUNDARY
EXISTING BOUNDARY
LOT 10 LOT 600
SEDIMENT
FOREBAY
Q100 (RL 86.17) TOP OF BASIN (RL 86.27)
1 ON WEIR (RL 86.00) 4
4 EDD (RL 85.30) 1 ON
FILTER LEVEL (RL 85.00) 1O
NATURAL SURFACE N2
NATURAL SURFACE
EXISTING DAM TO BE FILLED
PRELIMINARY BASIN STORAGE VOLUMES
PROPOSED BASIN
ELEVATION ABOVE EDD (mm) STORAGE VOLUME ABOVE EDD (m3)
500mm FILTER MEDIA
100 26.067 100mm TRANSITION LAYER
200 55.253 300mm DRAINAGE LAYER
300 87.655 EXISTING DAM WATER SURFACE
400 123.373
500 162.505
600 205.15
700 (WEIR LEVEL) 251.407 SECTION B
800 301.374
SCALE 1:100 SK101
870 (Q100 LEVEL) 338.612
970 (TOP OF BASIN) 395.113
PROPOSED BOUNDARY
PROPOSED BOUNDARY
PROPOSED BOUNDARY
LOT 600 LOT 6
TOP OF BASIN (RL 86.27) Q100 (RL 86.17)
WEIR (RL 86.00) 1 ON 4
4 4 EDD (RL 85.30) 1 ON
1 ON FILTER LEVEL (RL 85.00)
NATURAL SURFACE
NATURAL SURFACE APPROX OUTLET (RL 83.95)
EXISTING DAM TO BE FILLED
PROPOSED BASIN
BOTTOM OF PIT 500mm FILTER MEDIA
SHAPE EARTH TO OUTLET
RL 84.10 100mm TRANSITION LAYER
J:\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\21556 SK CIVIL.dwg
300mm DRAINAGE LAYER
EXISTING DAM WATER SURFACE
SECTION A
0 1 2 3 4 5m SCALE 1:100 SK101
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with JNE DEVELOPMENTS PTY 25 PAVILION ST, POMONA PRELIMINARY DESIGN 1:100 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's LTD AR DR RESIDENTIAL SUBDIVISION CROSS SECTIONS Drawing Number
client. This drawing shall only
be used for this specific project.
C 11.11.21 IR RESPONSE AR
Approved RPEQ No RP DESCRIPTION LOT 21 SP316902 21556-SK102
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 09.08.21 FOR APPROVAL AR MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 06.08.21 FOR INFORMATION ONLY AR [email protected] www.todconsulting.com ROL APPROVAL - VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 11.11.21 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 2 of 2 C