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Development Application - Part 2 of 2 - Plans
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THIS IS THE NEXT PART OF A
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SCRC CORRESPONDENCE
THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
Part 2 Of 2
B0438847
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30 MAR 2012 F
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Page 2
~
~ SEDIMENT CONTROL LEGEND:
~ I 1-00
,
Callaghan & Toth
NOOSA NORTH SHORE PROVIDE 25mm CRUSHED STONE ROCK SAND BAG WEIRS
~-,. ~ ..... ~ Civil, Environmental &
100mm HIGH TO TABLE DRAINS WITH VEE IN CREST
~! \
-.....
’( ~I \
~~~
a".
~~ ~ ERECT
TO SD5-4 AS NOTED
SEDIMENT FENCE TO DETAIL 5D6-8
~ I
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
6/41 Sunshine Beach Rood
~,tl \ IIIIIIII TOPSOIL & FERTIUSE & PROVIDE TURF STRIPS 1 m WIDE
Phone 54749061. Fox 54749041
www.colloghonondtoth.com.ou
~--.........
ALONG EDGE OF NEW DRIVEWAY datum AHD DERIVED
\.~ 1" .
I\..,"’’’~.\;
I--~""
....
~\ @ GEOTEXTlLE SAUSAGE INLET FILTER TO STD OWG SO 6-11 Origin (B.M.) RL’
PSM
.,)
"J, " opproved
SEDIMENT FENCE SECTION
~~:--=-- --
Place on the toe of 011 fill batters
SURVEYED BY
t.WC WATTERSON a: ~TES
..::- ___..1..!. f\.~,l~’--~ ."’!,.
where shown or directed by the Engineer, PHONE 54 426 121
-
1 These fences ore not to be used
for concentrated flows with catchments
SITE LOCATION N.T.S
greater than 2000 sq. m, project
STRAINER WIRE ACCESS DRIVEWAY TO 1, 3 ct 5
TOP & BonOM NOOSA RIVER DRIVE. NOOSA
FILTER FABRIC FIXED TO FENCE PLAN INDEX
NORTH SHORE
AND EMBEDDED INTO L T 5
0.5 GROUND MIN. 200mm
Rr47488 / 1213-01 SITE & SEDIMENT & EROSION CONTROL PLAN
PROVIDE OVERFLOW WEIR 0.5 WIDE /
~
/
1213-02 DRIVEWAY DETAIL PLAN
.r.!:Q.!!_ WHERE BACKUP FLOW IS / 1213-03 DRNEWAY LONGITUDINAL & CROSS SECTION PLAN Client
LIKELY TO OVER TOP WEIR /
,/
0.3 ,/’ JOHN & JUUE GlENNON
STANDARD DRAWINGS
/
STAR PICKET
/
/ 5D5-4 ROCK CHECK DAMS
SEDIMENT FENCE DETAIL
/// SD6-8 SEDIMENT FENCE
SD6-14 STABILlSED SITE ACCESS
title
/ SfTE & SEDIMENT & EROSION
CONTROL PLAN
NOTES
Check & repair structures after every storm.
/ LOT 4
RP47488 ALEXANDER DAVID TOTH
Remove sediment fence only alter
new gross is established.
// REGISTERED PROFESSIONA LOT 1 & 3 on CP807560
ENGINEER OLD No, 6069 LOT 2 on RP46057
/ ................d...
~
.".. ..
Parish of LAGUNA
LOT 2 PHONE 547
unty of MARCH
1076m’ SUNSHINE COAST COUNCIL
.~ Locality .of NOOSA NORTH SHORE
SEDIMENT & EROSION CONTROL CHECK LIST
’\~ "...
ISSUE
OBJECTIVE I TARGET
MANAGEMENT COMMITMENT
Comply with 011 statutory regulations and maintain SCALE
..... ’
them during orthworks/construction.
Comply with the erosion and sediment control plan, 2.5 5 7.5 10 1.2,5 Yele<s 25
II scale SCALE SHOWN IS ORIGlAA. ’DRAWING SCALE
N # MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water
1:500(A3) 00 NOT SCAlE FROM THS DRAWING
US{ ONLY IltIIENSlONS PRCMOED
land flows os shown on pion, Provide barriers and other
g
" J.......
measures shown on the plan to intercept storm water flows
at the end of table drains. and intercept sediments
REVISIONS
before reaching gullies,
Q5
4’00 ’liliiii revision details dole
~ ... .
TASKS I ACTIONS Ereel sedimentation barriers as shown
~~ before
on the plans
commencing earthworks or drainage improvements.
Place rock weirs in table drains as soon os the drains
11
ij PERFORMANCE INDICATORS
ore cut.
Site foreman to check that sediment fence and rock weirs
ore tropping the flows after rain. Ensure no bypass occurs, FILES
SEDIMENT & EROSION
CONTROL
Sedimentation Controls shall comply with
the requirements of,
< \J7
’.".....
FREOUENCY I DEADLINE Site foreman sholl monitor performance and repair
damage
after every storm until gross is established, Sediment sholl
be removed before it reaches overflow level.
COMPUTER DIRECTORY
X:\JOBS\CT\..
"MANUAL FOR EROSION AND SEDIMENT RESPONSIBLE PERSON The Principal Contractors foreman shall be FOR APPROVAL
CONTROL, MAROOCHY SHIRE COUNCIL" responsible for inspections,
(MESC,2007) which can be accessed on the SERVICE LOCATIONS
Councils external internet site.
Work.s Standards refer to,
"Contract Standards for Erosion and
egex
NOTE: ENERGEX LOCATIONS ARE APPROXIMATE ONLY FROM
It is the responsibility of the Foreman to
contact the relevant service authorities to
ascertain the exact location of services prior
to construction.
Ihe Is tra
.. AUSTRALIA
NOTE: TELSTRA LOCATIONS ARE APPROXIMATE ONLY FROM
TELSTRA PlANS. LOCATIONS ARE TO BE CONFIRMEO
REPORTING I REVIEW
CORRECTIVE ACTIONS
Site Foremon to advise workers: if they notice
barrier requiring repair, report it to foreman.
Site foreman is to repair any damaged barriers
any
Sheet 1
drawing number
1213-01
of 3 sheets
ENERGEX PLANS. LOCATIONS ARE TO BE CONFIRM EO PRIOR TO START OF CONSTRUCTION. PHONE DBYO
doily. Replacements ore to be purchased os required, .
Sediment Control on Construction Sites," PRIOR TO START OF CONSTRUCTION. PHONE DBYD SERVICE LOCATIONS ON 1100 FOR DETAILS.
SERVICE LOCATIONS ON 1100 FOR DETAILS.
dote 19th MARCH 2012
[OCR of page images]
7 IMENT CONTROL LEGEND: ( Callaghan & Toth )
XN ag ‘
NOOSA NORTH SHORE % : @ PROVIDE 25mm CRUSHED STONE ROCK SAND BAG WEIRS ., | Civil, Environmental &
. 100mm HIGH TO TABLE DRAINS WITH VEE IN CREST : i
"hp * TO SD5~4 AS NOTED i | Hydraulic Engineers
“ X 2305
Pi - . hi NOOSA HEADS 4567
mm_—s ERECT SEDIMENT FENCE TO DETAIL SD6-8 M Vv 6/41 Sunshine Beach Rood
ad, Phone 54749081, Fox 54749041
SHHHH+H TOPSOIL. & FERTILISE & PROVIDE TURF STRIPS 1m WIDE se. caloghonanyttoth.comou
ALONG EDGE OF NEW DRIVEWAY designed [ADT] datum AHD DERIVED
drawn MM PSM *
Origin (BM.
8 GEOTEXTILE SAUSAGE INLET FILTER TO STD DNG SD 6-11 checked fA | Origin (BM) _RL*
‘approved
SEDIMENT FENCE SECTION TSORVEYED
Place on the toe of all fill batters MAX WATTERSON & ASSOCIATES
where shown or directed by the Engineer, PHONE 54 426 121
These fences are not to be used ———
for concentrated flows with catchments vtifacl
greater than 2000 sq. m. pro}
ACCESS DRIVEWAY TO 1, 3 & 5
SIT! ATION_N.T.
STRAINER WIRE
> RO & sono piiet mabex Nor, ee NE, MOOG
FILTER FABRIC FIXED TO FENCE PLAN INDEX ORE
0.5 GROUND IN 00mm 1213-01 * SITE & SEDIMENT & EROSION CONTROL PLAN Nepean
he |
PROVIDE OVERFLOW WEIR 0.5 WIDE 1213-02 * DRIVEWAY DETAIL PLAN
—/ 1213-03 * DRIVEWAY LONGITUDINAL & CROSS SECTION PLAN Client
JOHN & JULIE GLENNON
STANDARD_DRAWINGS
o2] FLOW WHERE BACKUP FLOW IS
P i LIKELY TO OVER TOP WEIR
0.3
le——-——- STAR PICKET
+ SD5=4 ROCK CHECK DAMS ———
SD6~8 SEDIMENT FENCE ttle
SD6~14 STABILISED SITE ACCESS SITE & SEDIMENT & EROSION
SEDIMENT FENCE DETAIL ene
NOTES Lo LOT 4 : H
heck & repoir structures aft storm, / 2P47 488 $ ALEXANDER DAVID TOT!
one eee fee oy ae F RPT ASHOUSE TOY REGISTERED PROFESSIONAL“
new grass is established, f 4 v ENGINEER QLD No. 6069.
‘ EDIMENT.
\ ISSUE MANAGEMENT COMMITMENT
\ OBJECTIVE / TARGET Comply with all statutory regulations and maintain
them during earthworks/construction.
Comply with the erosion and sediment control plan. 0.25 5 7:5 10 125 Meters 25
LSS
Scale SCALE. SHOWN IS ORIGINAL DRAWING SCALE
1:500(A3) 90.NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
MANAGEMENT STRATEGY Site foreman to identify and check direction of storm water
lond flows as shown on plan, Provide borriers and other
Measures shown on the plan to intercept storm water flows
at the end of table drains, and intercept sediments
before reaching gullies,
TASKS / ACTIONS Erect sedimentation barriers as shown on the plans
before commencing earthworks or drainage improvements.
Place rock weirs in table drains as soon as the drains
are cut.
PERFORMANCE INDICATORS Site foreman to check that sediment fence ond rock weirs
are trapping the flows after rain. Ensure no bypass occurs. FILES
COMPUTER DIRECTORY
CONTROL FREQUENCY / DEADLINE Site foreman shall monitor performance and repoir damage K\JOBS\CT\,..
Pe eee after every storm until grass is. established. Sediment shall '
Sedimentation Controls shall comply with } be removed before it reaches overflow level.
the requirements of,
RESPONSIBLE PERSON The Principal Contractors foreman shall be FOR AP P ROVAL
SEDIMENT & EROSION
"MANUAL FOR EROSION AND SEDIMENT recpousitle for insrtotions
CONTROL, MAROOCHY SHIRE COUNCIL" SERVICE LOCATIONS e ‘
(MESC, 2007) which oan be accessed on the el t REPORTING / REVIEW Site Foreman to advise workers: if they notice ony Sheet _1_of _3_ sheets
Councils external internet site. It is the responsibility of the Foreman to “es barrier requiring repair, report it to foreman. drawing number
eneraqex contact the relevant service authorities to
Works Standards refer to, Lore: ENERGEK LocaTione: ane pa oney From | oScertain the exact location of services prior |NOTE: TELSTRA LOCATIONS ARE APPROXIMATE ONLY FROM 1 COpprCTVE ACTIONS Site foreman is to repair any damaged borriers 1213 01
"Contract Standards for Erosion and ENERGEX PLANS. LOCATIONS ARE 10 BE CONFIRMED | {0 construction. PRIOR TO START OF CONSTRUCTION. PHONE DBYD daily. Replacements ore to be purchased os required.
i ion Sites." PRIOR TO START OF CONSTRUCTION, PHONE DBYD SERVICE LOCATIONS ON 1100 FOR DETAILS.
Sediment Control on Construction Sites. SERVICE. LOCATIONS ON 1100 FOR DETALS Ke. date 19th MARCH 2012 of
Page 3
LEGEND NOTE. EXISTING STORMWATER IS ONLY
~
1/00’"
<:S
~.
APPROXIMATE LOCATION Callaghan & Toth
I: 4
~
.
.
.
STRIP TOPSOIL 100mm MINIMUM THICKNESS AND PLACE
~" cf Civil, Environmental &
GEO-TEXTILE GRADE 34 BIBUM OR EQUIVALENT 0.5m PAST
~
.
EDGE OF DRIVEWAY TO FULL EXTENT <1F WORKS. PLACE
17h’" ", ~R’ ~, Hydraulic Engineers
~" REPLACE EXISTING 1 OO PVC STORMWATER
jl~~’
ROCK 50-100mm DIAMETER AND 200mm THICKNESS AND
COMPACT. THEN LAY GRADE 34 GEO-TEXTILE AND BASE
a",
~%- "’.
’"’’
PIPE WITH A 150 PVC STORMWATER PIPE
ENCASED IN 150mm THICK NO FINES NOTE: EDGE OF ACCESS IS TO
Il~~)
~Ii I
NOOSA ~J1l~ ~~~
6/41 Sunshine Beoch Rood
COARSE GRAVEL WITH EXTRA BINDER 100mm THICK AND " CONCRETE UNDER. NEW DRIVEWAY BE GENERALLY l00mm TO 150mm -==-
Phone 54749081. fox 54749041
COMPACT TO 100% STANDARD DENSITY. ’’-._ > ABOVE NATURAL SURFACE AND FREE wW’II.colloghonondtoth.com.ou
,
"
/ DRAINING TO EXISTING DRAIN dotum AHD DERIVED
11:1,1:1:1:1 ’1:1:1:1:11/:111:1 PROPOSED TELLAM 200mm WIDE HEAVY ", ’"
DUTY TRENCH GRATED DRAIN
"
"
/ PSIA
-I.... AH Origin (B.M.) RL .
/
CD $# PROPOSED FINISH LEVLES
REFER *
AND TABLE
-l
a~
/
DRIVEWAY SETOUT TABLE approved
T PROPOSED TELSTRA \\
r. POINT EASTlNG NORTHING LEVEL
SURVEYED BY
MAX WATTERSON a: ASSOCIATES
",;’, t I -1032.4842 141.1524 0.797
EXISTING GRAVEL ROAD
EXISTING OVERHEAD POWER ./
EXISTING STAY POINT
’._
\ ’\\~~ -
\ <-
’:.
.(
2
3
4
-1029.5773 133.7213 0.862
-1031.5567 125.9912 0.887
-1038.8770 114.3929 0.912
PHONE 54 426 121
project
--L...L._LL J I I 1 ,l !
./_j_
EXISTING BUILDING/STRUCTURE
_ .
5 -1040.2020 108.5237 1.032
.’ ~
--LlJ.J..._...l.../.J.L__ EXISTING EDGE OF BITUMEN /
6 -1037.5331 103.1312 1.051 ACCESS DRIVEWAY TO " 3 c!c 5
/
7 -1031.4675 97.2459 1.126
/
-
P EXISTING PAVERS ,. 8 -1034.2530 94.3751 1.126
NOOSA RIVER DRIVE, NOOSA
/
.
,,""-
EXISTING WALL /
/
9 -1040.3184 100.2602 1.051 NORTH SHORE
10 -1042.3152 102.7412 1.044
PROPOSED EASEMENT EXISTING TELSTRA PIT IS TO 11 -1043.6488 105.6329 1.037
’. ,,’. ,."" -
EXISTING CONCRETE BE MOVED 500mm AWAY 12 -1046.0765 104.8570 0.960
FROM PROPOSED DRIVEWAY 13 -1048.6136 106.4578 0.975 Client
-----+-.,.-
.EXISTlNG TABLEDRAlN
14 ’-1042.2603116.5274 0.912
-
ow - .w -.w -ill EXISTING 100 PVC 15 ";1034.6743 128.5504 0.887
STORMWATER PIPE & PIT
/
16 -1034.2927 133.6837 0.861
JOHN c!c JUUE GLENNON
USE 200mm WIDE HEAVY DUTY TRENCH GRATE 4m
17 -1032.1859 135.2515 0.805
LONG TELLAM 15720 CAST INTO APPROXIMATELY
300mm DEEP x 150mm THICK x 4m LONG CHANNEL.
INVERT OF GRATE CHANNEL IS TO MATCH EXISTING
^" title
SWALE INVERT AT UPSTREAM WITH 1 :200 FALL.
>’^>- DRIVEWAY DETAIL PLAN
BREAK UP EXISTING BITUMEN TO
LOT J
RP47488 /
/// 0.5m INSIDE NEW BOUNDARY &
REUSE AS BLINDING LAYER
SHED TO BE
LOT 1 c!c 3 on CP807560
LOT 2 on RP46057
PLACE NEW TELSTRA REMOVED
/// CONDUIT 400mm OFF
EXISTING BOUNDARY
"
,,_ )Parish of lAGUNA
County of MARCH
//// SUNSHINE COAST COUNCIL
/
locality of NOOSA NORTH SHORE
,/
.///
SCALE
//
/,/.1’ J...] o 1.25 2.5 3.75 5.0 6.25 Neier, 12.5
.’
./
_,,"
’00"1 scale SCALt: SHOWN IS ORIGIN DRAWING SCALE
00 NOT SCALt: FRaU THIS DRAWING
1:25O(A3)
I~// USE ON!.Y DIMENSIONS PRO’>IOEO
,// REVISIONS
,/ OM revision detoils dote
LOT 4 ... .
/// RP47488
/’
/
LOT 2 (;:j
#
PLACE NEW TELSTRA
~
C3
II FILES
ALEXANDER DAVID TOTH CONDUIT 250mm OFF ~ N COMPUTER DIRECTORY
REGISTERED PROFESSIONAL X:\JOBS\CT
PROPOSED BOUNDARY ~ ..,
ENGINEER OLD NO.6 "
FOR APPROVAL
Sheet 2 of 3 sheets
drawing number
LOT t
1213-02
.
-
p\ dote 19th MARCH 2012
[OCR of page images]
LEGEND
STRIP TOPSOIL 100mm MINIMUM THICKNESS AND PLACE
GEO-TEXTILE GRADE 34 BIBUM OR EQUIVALENT 6.5m PAST
EDGE OF DRIVEWAY TO FULL EXTENT OF WORKS. PLACE
ROCK 50-100mm DIAMETER AND 200mm THICKNESS AND
COMPACT. THEN LAY GRADE 34 GEO-TEXTILE AND BASE
COARSE GRAVEL WITH EXTRA BINDER 100mm THICK AND
COMPACT TO 100% STANDARD DENSITY.
CETTE TTT TTT
DUTY TRENCH GRATED DRAIN
® s PROPOSED FINISH LEVLES
REFER * AND TABLE
PROPOSED TELSTRA
EXISTING GRAVEL ROAD
i EXISTING OVERHEAD POWER
EXISTING BUILDING/STRUCTURE
EXISTING EDGE OF BITUMEN
EXISTING PAVERS
EXISTING WALL
— —— —— PROPOSED EASEMENT
~ EXISTING CONCRETE
te EXISTING TABLEDRAIN
— sv —— ew —— ow—@ EXISTING 1000 PVC
STORMWATER PIPE & PIT
i} a as,
P
LOT 5
RP47486
LOT 4
RP47488
ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL
ENGINEER QLD No. 606
ke
PROPOSED TELLAM 200mm WIDE HEAVY
E)
EXISTING TELSTRA PIT IS TO
BE MOVED 500mm AWAY
FROM PROPOSED DRIVEWAY
300mm DEEP x 150mm THICK x 4m LONG CHANNEL.
USE 200mm WIDE HEAVY DUTY TRENCH GRATE 4m
LONG TELLAM 15720 CAST INTO APPROXIMATELY
INVERT OF GRATE CHANNEL IS TO MATCH EXISTING
SWALE INVERT AT UPSTREAM WITH 1:200 FALL.
PLACE NEW TELSTRA
CONDUIT 400mm OFF
EXISTING BOUNDARY
LOT 2
PLACE NEW TELSTRA
CONDUIT 250mm OFF
PROPOSED BOUNDARY
REPLACE EXISTING 1006 PVC STORMWATER
PIPE WITH A 1506 PVC STORMWATER PIPE
ENCASED IN 150mm THICK NO FINES
CONCRETE UNDER NEW DRIVEWAY
Soy
BREAK UP EXISTING BITUMEN TO
0.5m INSIDE NEW BOUNDARY &
REUSE AS BLINDING LAYER
HOUSE TO
BE REMOVED
SHED TO BE
REMOVED
NOTE. EXISTING STORMWATER IS ONLY (— a.»
APPROXIMATE. LOCATION Callaghan & Toth
Civil, Environmental &
y Hydraulic Engineers
iM PO BOX 2305
i NOOSA HEADS 4567
* NOTE: EDGE OF ACCESS IS TO J 6/41 Sunshine Beach Road
BE GENERALLY 100mm TO 150mm = Phone 54749081, Fax 54749041
ABOVE NATURAL SURFACE AND FREE www.callaghanandtoth.com.au
DRAINING TO EXISTING DRAIN designed | ADT | datum AHD DERIVED
drawn MM PSM e
checked [AH | Origin (B.M.) RL *
OR \VEWAY. SETO T TABLE approved
‘SURVEYED BY
POINT| EASTING _[NORTHING| LEVEL MAX WATTERSON & ASSOCIATES
1 [=1032.4842 [141.1524 0.797] | ouone 54 426 121
2 [=1029.5773]133.7213] 0.862) Vo J
3 |=1031.5567/125.9912 | 0.887 eT
4” {= 1038.8770/11 4.3929 0.912] | project
5__|=1040.2020 [108.5237 1.032
6 [= 1037.5331]103.1312] 1.051] | ACCESS DRIVEWAY TO 1, 3 & 5
7_[=1031.4675] 97.2459 [1.126 NOOSA RIVER DRIVE, NOOSA
8 | =1034.2530] 94.3751] 1.126 N
9 |=1040.5184|100.2602| 1.051] | NORTH SHORE
10_[~1042.3152 [102.7412] 1.044
11 [=1043.6488]705.6329/ 1.037] \ J
12 |-1046.0765] 104.8570 | 0.960 ‘i. " ~S« se
13 |-1048.6136]106.4578[ 0.975] | Client
14 {-1042.2603]116.5274| 0.912
15_|~1054.6743] 128.5504 | 0.887 JOH! GLENNON
16_ | -1034.2927] 133.6837 | 0.861 IN & JULIE
17_[=1032.1859]135.2515 | 0.805
\ nine
title
DRIVEWAY DETAIL PLAN
= 7 =>
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
00 NOT SCALE FROM THIS DRAWING
USE MENSIONS
1;250(A3)
details
(Cl | 7TTe
FILES
COMPUTER DIRECTORY
WOBS\CT\...
FOR APPROVAL
Sheet 2 of 3. sheets
drawing number
1213-02
QS dote 19th MARCH 2012
Page 4
/ "’"
Callaghan & Toth
.
Civil, Environmental &
Hydraulic Engineers
ALEXANDER DAVID TOTH PO BOX 2305
NOOSA HEADS 4567
REGISTERED PROFESSIONAL
ENGINEER OLD No. 6069 I 6/41 Sunshine Beach Rood
Phone 54749081. Fo~ 54749041
w’IIW.calloghanandtoth.com,au
STRIP TOPSOIL 100mm MINIMUM THICKNESS AND
.......,.......~.~......... I
I
designed
drown
ADT
MM
I datum AHD DERIVED
I PSM .
PLACE GEO-TEXTILE GRADE 34 BIBUM OR PHONE 5474 9081 checked AH I O~in (B,M.) RL.
8 EQUIVALENT O.5m PAST EDGE OF DRIVEWAY TO <0
~
g FULL EXTENT OF WORKS, PLACE ROCK :;:i
u
~
5O-100mm DIAMETER AND 200mm THICKNESS
AND COMPACT.
:r
(..)
en
1-4.~0---1 approved
SURVEYED BY
~
>0<
a:::
I MAX "’lTERSON a ASSOCIATES
E<o <oE PHONE 54 426 121
~
~
~
THEN LAY GRADE 34 GEO-TEXTILE WITH BASE
COARSE GRAVEL WITH EXTRA BINDER 100mm
THICK AND COMPACT TO 100% STANDARD
o
G5
ON
C\"":I
0,....
NO
..-q
"":N
DENSITY, L-53 -S:J- project
I Datum 0
Centreline R.L.1.226
ACCESS PRlVEWAY TO 1, :5 c!c 5
NOOSA RIVER DRIVE, NO()SA
GRADELlNE-
END WORKS CH53.936
NATURAL SURFACE-
NORTH SHORE
I
fT"\
lJ">
0-
I Client
o I
~E JOHN ~UUE GLENNON
...J
a::
r-
eo
’v,
.v
t8 I-S ~!
O~
N~
"
-s’?
Datum 0 title
L
u
9:
45.boo I
Celltreline R.L.1.151 DRIVEWAY LONGITUDINAL
CROSS SECTION PlAN
I
LOT 1 :5 on CP807560
I LOT 2 on RP46057
,
Horiz Curve Data ..
1Q.725m. R-l1jn
~" I 1
00)
NO
0-5%
0)
-5%
ON
)
Datum 0
Parish of LAGUNA
!county of MARCH
SUNSHINE COAST COUNCIL
Centreline R.L.1.012
~ 30. OO Locality of NOOSA NORTH SHORE
lJ"> r-
lJ"> eo
N m I
0 C;
Vertical Geornel ry Grade (%) 2.8.2% O. 53% 1304.?1o
Vertical Curve Length (m)
L4.~5~ SCAlE
Vertical (lIrvp Ra.dius (m)
DA TUM R.L.-S.OOO
lr-4.00-’,
!
o
o
1
10
2
20 30
3 2.5
40
5
50
10
..... 100
~E 1 :200 VERT SCALE SliCMN IS ORIGINAl DRAWING SCAlE
VOLUMES
[Ul
FILL j.~
NO
\ -57.
O~
I -5%}L Datum 0
1:2000 HORIZ
REVISIONS
~N~~~THI=NC
NATURAL SURFACE Ln
0-
-7
fT"\ L
<:>
In
<:>
In
<:0
Centreline R.L.O.987
r- eo <X> 0- "’:
<:)
~’""", revision details dote
0 0 <:) 0 <:)
0
.-’ 20. oo .. .
N m ’" ...... .."
CUT I FILL ;;
DEPTH $! ~ :!! "" N
""
N
0 0 0 0 0 0
I I I I I I
DESIGN LEVELS ON
eo r-
r-
"" r- .."
eo
N
ROAD CENTRELlNE 0- 0-
0
;; ~
:: ~
<:) .-’ .-’
ALES
N eo -..> .."
CHAINAGE -7
’"
’"
N
eo
-7
co
._,
m
"":
o
<:) 0 Lr COMPUTER DIRECTORY
00 : N m
""
-7 -7
m
Ln .
Datum 0
LONGITUDINAL SECTION 120 CL Centreline R.L.O.841
CH2.500 EXISTING GRAVEL ROAD
.
FOR APPROVAL
Sheet 3’ of 3 sheets
drawing number
1213-03
.
\.. 19th MARCH 2012
./
[OCR of page images]
(Callaghan & Toth )
Civil, Environmental &
, : Hydraulic Engineers
PO BOX 2305
ALEXANDER DAVID TOTH DY gyuy stash HEADS 4807
REGISTERED PROFESSIONAL SI. paler eae
ENGINEER QLD No. 6069 www.callaghanandtoth.com.au
\ designed [ADT] datum AND DERIVED
drawn MM PSM *
STRIP TOPSOIL 100mm MINIMUM THICKNESS AND checked [AH | Origin (BM) RL *
PLACE GEO-TEXTILE GRADE 34 BIBUM OR wo !
& | EQUIVALENT 0.5m PAST EDGE OF DRIVEWAY To x
& | FULL EXTENT OF WORKS, PLACE ROCK 7 B ds coped L
50-100mm DIAMETER AND 200mm THICKNE: -—— 4.0 —| IRVEYED,
| ANo COMPACT. ° 1 WAX WATTERSON & ASSOCIATES
s z Ee wf PHONE 54 426 121
ro THEN uy Gre 34 STOLE wm BASE |S or x8
COARSE GRAVEL WITH EXTRA BINDER 100mm i Sai (a emnenchenetaenlicemr eter
© | THIck AND COMPACT TO 100% STANDARD & i) ao a project |
DENSITY, _ Datum 0 ACCESS DRIVEWAY TO 1, 3 & 5
Centreline R.L.1.226 NOOSA RIVER DRIVE, NOOSA
END WORKS CH53.936
GRADELINE NATURAL SURFACE— NORTH SHORE
Nene
Client
R f | . JOHN & JULIE GLENNON
j #8 |
a nn ~
fi =5%_,|
mm ——w 7
“ Datum 0 title
£ Centreline R.L.1.151 DRIVEWAY LONGITUDINAL &
= 45.000. CROSS SECTION PLAN
|
ee. 4 |
En 1 ve
aa) as
(e.. =
Horiz Curve Data wel. 7257,,| Ro1\mn Datum 0
: Centreline R.L.1.012
x | x8 30.000
| 3 1
Vertical Geometry Grade (%) 289% 0.453% . |1304¢12 | = 495
Vertical Curve Length (m) 400 | O12 3 25 5 10
Vertical Curve Radius (m) ; 0 10 20 3 40 50 wees 100) |
DATUM_R.L.-5.000 rs pe
cul oy ! ao
VOLUMES al 5% | 5204
Datum 0
NATURAL SURFACE 8 x ia! g & 2 20.b00 Centreline R.L.0.987
ain x es} ray '
CUT / FILL DEPTH a2 e} SF 8} 8
DESIGN LEVELS ON wl a |. os
ROAD CENTRELINE sla = a3) 8 (Fes )
CHAINAGE is g : $ ; 2 & I COMPUTER DIRECTORY
= = _ Datum 0
Centreline_R.L.0.841
LONGITUDINAL SECTION 12D CL CH2.500 EXISTING GRAVE, Boac FOR APPROVAL
Sheet 3° of 3 sheets
drawing number
*
\ 19th MARCH 2012