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1225- Sheets from Callaghan and Toth
Attached to the e-mail REC13/0146 - Response to Information Request - Email 1.
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LEGEND: EASTERN TRIBUTARY I 15 Calla ghan & Toth
[OI «sm RPaRIAN BUFFER FROM INVERT Seo Civil, Environmental &
| Hydraulic Engineers
|} 5m Riparian BUFFER FROM TOP OF BANK Sf \ y woost eit 2398
16 | Toa I) 8/41 Sunshine Beach Road
[J tom RIPARIAN BUFFER FROM TOP OF BANK = ~ ~ Phew e-calaghonondtoth com au
GER (27.0% NPOSTRUCTURE RSE PAN GUFFER Yi = roy 8 cesigned [OF dotun BHD DERNED
— —— PSM *
(TOTAL AREA 340 SQUARE METRES) « io cates Tan] origin (Bm) FM
[) MBDTONAL, RPARIAN BUFFER OFFSET (PRELIMINARY AREA —
580 SQUARE METRES, SUBJECT TO FLOOD MODELING) WESTERN TRIBUTARY ¥ 1g | \ cpproved
sprrerrrrrrm EXISTING TOP OF BANK \ \ | \ 9 1 SURVEYED_ BY
PREVIOUS BDY \ 14 MAX WATTERSION & ASSOCIATES
Faioo FINAL Q100 WESTERN BANK — RIPARIAN BUFFER AREA + RP173883 PHONE 54 426 121
PLANT AREA TO ACHIEVE PLANT DENSITY OF o STAGE 5
——~-—_ PROPOSED LAY BACK TYPE INVERT LINE KERB & 1 PLANT/1.5m?. CURRENTLY RIPARIAN AREA ( )
CHANNEL M1 TO IPWEAQ STD DWG R-0080 FROM TOP OF BANK LIMITED TO GRASS project
=== §W=— PROPOSED STORMWATER PIPE NATURE VEGETATION PRESENT ON BANKS can 4 Di PROPOSED 31 LOT SUBDMSION
* ;=3—— PROPOSED INTERLOT DRAINAGE PIPE WITH Lom Fotog eS 10 55 LAKE MacDONALD DRIVE
RAINGARDEN / S53 , po ° COOROY
* —*— PROPOSED INTERLOT DRAINAGE PIPE 2 av ACTIVE a \
WITH! PITS » y PARKLAND § 1 RY)
= . 2
—q—.|
PROPOSED BIORETENTION BASIN Y 685m |_ 7 Client
s , | on EASTERN BANK — RIPARIAN BUFFER AREA ¢
PROPOSED VEGETATED $OT —~ PLANT 70% OF AREAS TO ACHIEVE PLANT
c=; BIO-RETENTION SWALE eo~N S SN DENSITY OF 1 PLANT/1.5m®, REMOVE WEEDS VALKEV PTY LTD
5S \ x
LLL, NINOR CHANNEL \ NN | CY
INVERT. PROFILING 32 12 ———
s/o 6 title
g ; RIPARIAN ZONES STAGE 3 & 5
f
a
31 —
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t
E ' FLUSH KERB ON
f WEST SIDE OF RoADI] =| 5 LOT 136 on MCH978
ly = 30 = Parish of TEWANTIN
IE Ce Fatog County of MARCH
L nj 28 SUNSHINE COAST COUNCIL
m, / Locality of LAKE MacDONALD
2 3 | 29 RIPARIAN MAPPING DOWNSTREAM -
r { OF THIS POINT, STREAM BANK
KO
USED FOR START OF BUFFER
STAGE 4 a
SCALE
26
: 05 10 15 20 ees 50
—S
oe scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
s 1:1000(A3) 00_NOT SCALE FROM THIS DRAWING
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S al Bl} /
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. g on
RB SP
IN I> &
\ | 100
f SP218739
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RESERVE
FFER AREAS
INFILL PLANTING TO
ACHIEVE PLANT DENSITY
OF 1 PLANT/1.5m@}.
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/
/
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PREVIOUS ROAD 22
RESERVE BDY
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17
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18739
1
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BEHIND LOTS FoR
ACCESS OR SERVICES|.> 95,
24
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NO RIPARIAN MAPPING DOWNSTREAM
OF THIS POINT, STREAM INVERT |.
USED FOR START OF BUFFER} ™
C—
“N
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PURPLE AREA — INFILL PLANTING
REQUIRED FOR 30% OF AREA 10
ACHIEVE 1. PLANT/1.5m?
USE ONLY DIMENSIONS PROVIDED
REVISIONS
FILES
COMPUTER DIRECTORY
X:\JOBS\CT Projects in progress\1225 30 lots
lake MacDonald Drive\\Design\Current_DWG—BASE
PRELIMINARY
Sheet 1 of 15 sheets
drawing number
1225-33
XY
date 10-3-14
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Page 2
( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road =] Phone 54749081, Fax 54749041 www.callaghanandtoth.com.au designed [AH datum AHD DERIVED drawn MM. PSM checked [ADT | Origin (B.M.) RL * ' approved SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 ($n project PROPOSED 31 LOT SUBDIVISION 55 LAKE MacDONALD DRIVE COOROY = wo 2 = Roe h ee s RSSNS FF = q e li 5 sssse Client [a sae xi gS uw eeeze a S + = & $B Nae 8 VALKEV PTY LTD Ss nr 2 Sask B78 meas S ai on essen ess —_ <s @ Sas : x (__——— \ Seer a regu . . = Soov title Horiz Curve Data a of B-100y B509 R60 STAGE 3 Vertical Geometry Grade (%) 145 6%o [| 2859 oe ROAD 1 LONGITUDINAL SECTION ; B J OATS KM Vertical Curve Length (m) 2 L2 own ! g —— FF Vertical Curve Radius (m) Ne Seas S r 97. tset Eee = LOT 136 on MCH978 VOLUMES . FILL Parish of TEWANTIN wll slslelsisiciziz) slel elululslel = S = _ County of MARCH NATURAL SURFACE S/S) SSSR) Blo) SISVSPS/s) SS] SFR SUNSHINE COAST COUNCIL sls| slsisisisisisis) sis] slsigisis| s| Ss} gs) ¢ . ee = = = Locality of LAKE MacDONALD CUT / FILL DEPTH Sis) SiSRS|3/SA/3) SS) RSiSisjs] 2) 8) 6S) OB slo| slslols[slslalo| slo] slslclols| sc o s s IS] FISiFISisislais] FIs] FISlFISie) 7 7 ; [ooo DESIGN LEVELS ON | ela! gjalaietelefelg| gis] glial] #| | |g sont mS} S[s/Sfs/sjals 2 } = 0 10 20 30 40 50 Weles 100 in ala : SCALE SHOWN IS ORIGINAL DRAWING SCALE CHAINAGE 2} |€/2/8) |S) |8) |§) ace ° 1:200 VERT Bo No SoM TOM THE DANG o Ma} S$ Ss e 2 qg x Ss 3 m = 3 S Ss Sg . USE ONLY DIMENSIONS PROVIDED REVISIONS LONGITUDINAL SECTION 12D ROAD 1 CL FILES COMPUTER DIRECTORY PRELIMINARY Sheet 3 of 15 sheets drawing number 1225-35 XQ date 10-3-14 yy
Page 3
= Nha noe | 3 2508 £0, Pw 2% OA WO: . 2 eb RO 0.78% 3 SAPR™ peg, O72 3 3% 2% 2% 5% a eel Datum 98 Centreline R.L.100.751 110.872 a > Oe KR 7 > 7, aya & oe | % “5O7 2 $2, NEO oz 2 BRS GQ OF 7 Sho" "By See Or | x ax oz 7% o76% Qo ‘ —S in. 45% -3% oe T Datum 98 Centreline R.L.100.782 104.651 dy ' 737 ca e g 240, 320, on 2. < xO 2 Of. 4 Xe ‘eZ LE oh 3 OSs 0, 2.01% a SABE” yo, Say | oe Bm 79% 3% Sg in 88% ‘ Datum 99 Centreline R.L.100.93 75.000 Dae i NV (2088 oe 2 & 232, ee . 5. , ‘952, Sed er | 5 om 8 3.86% OS. OAD o 713% 3% = Bin 3 O¥ in aoa — | Datum 99 60.000 Datum 99 3% Centreline R.L.101.232 Datum 99 Centreline R.L.101.431 Centreline R.L.101.005 ( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081, Fax 54749041 www.callaghanandtoth.com.cu designed | AH datum AHD DERIVED drawn MM ' . PSM checked [ADT | Origin (B.M.) RL * approved SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 ($n project PROPOSED 31 LOT SUBDIVISION 55 LAKE MacDONALD DRIVE COOROY ld _—— Client VALKEV PTY LTD ld ee Or title STAGE 3 ROAD 1 CROSS SECTIONS 1/2 ——_ rd ee LOT 136 on MCH978 Parish of TEWANTIN County of MARCH SUNSHINE COAST COUNCIL Locality of LAKE MacDONALD 0.1 23 = 25 5 10 SS Meters “ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE. 1:200 (A3) DO NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED REVISIONS A | REVISED CROSS SECTIONS FILES COMPUTER DIRECTORY PRELIMINARY Sheet 4 of 15 sheets drawing number 1225-36 XQ date 10-3-14 yy
Page 4
( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081, Fax 54749041 www.callaghanandtoth.com.cu designed | AH datum AHD DERIVED drawn MM ' . PSM checked [ADT | Origin (B.M.) RL * approved 8 “eho ee, _ “So So RE S Ge. 9, %, os) SS S 2m Oe? 3.03% 2» 0.99% Lin, SV rr” SB 3% 3% a? 7 —5% —— fe Datum 98 Centreline R.L.100.338 193.491 2 Ny 7 oe Be. 7 3 ©. x 2 on PS 385% 2% 0.92% a Datum 98 Centreline R.L.100.441 172.707 3 2% ee ee 4 “S50, > > NOP 3 Gs, Wo, Ns 2 7 2% 28 3.03% %. 1.09% 3% = ee Datum 98 Centreline R.L.100.505 160.000 One N 2 whe? N S% S : \ Soe a S Bo %, si 920, de yal oP ox 8 Br %y0, 1.52% %o 5 SALE age O72 35 3% =~" 2% 0.72% Si O% in = po Ae Datum 98 Centreline R.L.100.632 134.542 SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 ($n project PROPOSED 31 LOT SUBDIVISION 55 LAKE MacDONALD DRIVE COOROY ld _—— Client VALKEV PTY LTD ld ee Or title STAGE 3 ROAD 1 CROSS SECTIONS 2/2 ——_ rd O———_—_—— LOT 136 on MCH978 Parish of TEWANTIN County of MARCH SUNSHINE COAST COUNCIL Locality of LAKE MacDONALD 0.1 23 = 25 5 10 SS Meters “ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE. 1:200 (A3) DO NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED REVISIONS FILES COMPUTER DIRECTORY PRELIMINARY Sheet 4 of 15 sheets drawing number 1225-37 XQ date 10-3-14 yy
Page 5
° so & & q 2 ss = 5 s “so z “re Ss is = =e wn © Sports =Z ot mp S © BhVcss eeund S ¢ Ss kegel srevte Ss 4S rtd “ses Z@ © &Sbzyoe Sxl se a Soo” 2 Fo = yd ea ub 2 8 p p B\|}# |# £ = |p) a + P ZIP) SG Rw SL Horiz Curve Data 3h 8 Rex FSSHe Sshs Vertical Geometry Grade (%) Q%0.5%6 2.452% 24% Loe Vertical Curve Length (m) Liee29 L2 Vertical Curve Radius (m) 6 R2031\779 DATUM_R.L.90.000 CUT VOLUMES FILL a) B/AIS/Slalml Ss} ec] 8 NATURAL SURFACE JE} Sjpjeja|mj=} Ss) es) s S| eslsislele| S| Ss x CUT / FILL DEPTH [8) S]gle|¥igie| si] 8} 2 So S|SISfajapuyp sy S|] 1 ilslsloleis| cs] clo DESIGN LEVELS ON Jg| alglelglelg| a] 3] g ROAD CENTRELINE |g] sslsigls|s| S| S| 5 ~ Ne) wo wn CHAINAGE Sl) JS) js] |S el = isikisls S LONGITUDINAL SECTION 12D ROAD 2 CL ( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081, Fax 54749041 www.callaghanandtoth.com.cu designed | AH datum AHD DERIVED drawn MM ' . PSM checked [ADT | Origin (B.M.) RL * approved SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 ($n project PROPOSED 31 LOT SUBDIVISION 55 LAKE MacDONALD DRIVE COOROY ld _—— Client VALKEV PTY LTD ld ee Or title STAGE 3 ROAD 2 LONGITUDINAL SECTION ——_ rd ee LOT 136 on MCH978 Parish of TEWANTIN County of MARCH SUNSHINE COAST COUNCIL Locality of LAKE MacDONALD 0.1 23 = 25 5 10 Sa 0 10 20 30 40 50 Meters 100 “ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE. 10 ER DO NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED REVISIONS A | REVISED LONG SECTION LEVELS FILES COMPUTER DIRECTORY PRELIMINARY Sheet 5 of 15 sheets drawing number 1225-38 XQ date 10-3-14 yy
Page 6
© | Ar 7 so I 2 v fo, NS 4 5 862 oe’ >. SRV Aon = Oe. 56 SS ONT So 2.5% or =3% = 5% oe t Datum 101 Centreline R.L.101.831 76.866 Yo DB 72, One wer” RE ' < Pegs ioe 2% sx oP 25% Or, 3 5% Teo ONS . Datum 101 Centreline R.L.101.532 < q o7 2. ie \ m “2Q, BE NA 5 B89, 85° ork, -3z 2 25% ae? Datum 100 Centreline R.L.101.408 50.000 Sw One g > 2 “&e es See BE I 3 &, er BNO ON” NA 5 Sy Qo° 2 2.5% oy 3% 2 25% 2S? Datum 100 Centreline R.L.101.17 40.000 \ Qo 2 & 850, er ese I % 292, Bre The, ON on 8 “oy Se ae 5% Oey aim = 25% Datum 100 Centreline R.L.100.925 30.000 \ CS % 23% er ae | 3 8S SRE So, £3! ooh 3 Fos OP S_5%“ "25% We -az = 25% 7S? t Datum 100 Centreline R.L.100.716 20.000 + 257, as mee 3 ox Vo “A $2 > sb” ow 3 Ro, Oe > 5m 5% Wer -3% 2 25% 3 -5% SS J Datum 100 Centreline R.L.100.696 15.729 ( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081, Fax 54749041 www.callaghanandtoth.com.cu designed | AH datum AHD DERIVED drawn MM ' checked ADT PSM Origin (B.M.) RL * approved SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 ($n project PROPOSED 31 LOT SUBDIVISION 55 LAKE MacDONALD DRIVE COOROY ld _—— Client VALKEV PTY LTD ld ee Or title STAGE 3 ROAD 2 CROSS SECTIONS ——_ rd ee LOT 136 on MCH978 Parish of TEWANTIN County of MARCH SUNSHINE COAST COUNCIL Locality of LAKE MacDONALD Qo.4 23 25 5 10 Meters “ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE. 1:200 (A3) DO NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED REVISIONS A |_REVISE CROSS SECTION LEVELS FILES COMPUTER DIRECTORY PRELIMINARY Sheet 6 of 15 sheets drawing number 1225-39 XQ date 10-3-14 yy
Page 7
x s al Se = om Aza So = Be x om mot “ES zas S —aaa . Horiz Curve Data R20 EBD = 10 Vertical Geometry Grade (%) 058% 0.666% Vertical Curve Length (m) LS,te Vertical Curve Radius (m) RA315, DATUM R.L.92.000 CUT VOLUMES FILL Sls] Safe] SS) ae NATURAL SURFACE AF] Siale) Sia] als ele} esleis) sisi sie ef} wlrl-] slo CUT / FILL DEPTH S/§) s/e/§) 2/8) Sls STS IFES) SS. DESIGN LEVELS ON g\3)3|5/2) S/S /8 sz lz ROAD CENTRELINE elslsisia| gigis| alal ale =lm x = a x CHAINAGE 5 als) |S) Jalei_) je |e 2° S88 Sf Fass seis! Sis) == LONGITUDINAL SECTION 12D BLUE WREN PLACE CL ( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081, Fax 54749041 www.callaghanandtoth.com.cu designed | AH datum AHD DERIVED drawn MM ' . PSM checked [ADT | Origin (B.M.) RL * approved SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 ($n project PROPOSED 31 LOT SUBDIVISION 55 LAKE MacDONALD DRIVE COOROY ld _—— Client VALKEV PTY LTD ld ee Or title STAGE 4 BLUE WREN PLACE EXTENSION LONGITUDINAL SECTION i LOT 136 on MCH978 Parish of TEWANTIN County of MARCH SUNSHINE COAST COUNCIL Locality of LAKE MacDONALD 0.1 23 = 25 5 10 Sa 0 10 20 30 40 50 Meters 100 1:200 VERT SCALE SHOWN IS ORIGINAL DRAWING SCALE : DO NOT SCALE FROM THIS DRAWING 1:2000 HORIZ Use ONLY DIMENSIONS PROVIDED REVISIONS ~|* FILES COMPUTER DIRECTORY le PRELIMINARY Sheet 7 of 15 sheets drawing number 1225-40 XQ date 10-3-14 yy
Page 8
Centreline R.L.102.704 "Oe o NS ‘ ayes ‘ 250 Loin gO? ie Qo RS ee iy | se 2s 29 Eg ° i n “pS ' Datum 100 Centreline R.L.102.607 f= 9 O° 3S 3S I Datum 100 Centreline R.L.102.474 120.000 2 ' o%. 5 KS “oR . 3%, roe 25 -3% -3% 2.5% 1, ays Datum 100 Centreline R.L.102.341 ]00.000 1 C%. oe. Centreline R.L.102.152 80.000 o©. 1 ; Se ez A$ ~3% ~3% 2.5%? AT in _ Oa a 4 Sate TOT Centreline R.L.101.991 64.782 ( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081, Fax 54749041 www.callaghanandtoth.com.cu designed | AH datum AHD DERIVED drawn MM ' . PSM checked [ADT | Origin (B.M.) RL * approved SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 ($n project PROPOSED 31 LOT SUBDIVISION 55 LAKE MacDONALD DRIVE COOROY ld _—— Client VALKEV PTY LTD ld ee Or title STAGE 4 BLUE WREN PLACE EXTENSION CROSS SECTIONS i LOT 136 on MCH978 Parish of TEWANTIN County of MARCH SUNSHINE COAST COUNCIL Locality of LAKE MacDONALD 0.1 23 = 25 5 10 SS Meters “ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE. 1:200 (A3) DO NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED REVISIONS FILES COMPUTER DIRECTORY PRELIMINARY Sheet 8 of 15 sheets drawing number 1225-41 XQ date 10-3-14 yy
Page 9
2 2S Bs s & x oS s ODS e Ron 2 S 3 NSSSi 5 =z = Booeg - & 233i s = .° GUM eSss N eS 2 = eee NS = s s Sia cs xZroVS im mm = os 8 © mS So a } jo 8 & 5 Yontis S 2S ZA ne So AmowN N : e =~ vi § So TON. s a as se SG Bune Tx v ~ oo i a Lo OU o S xe g° 8, 2 @ See a os : oe Sin : 5 +e m _ Ooo ANo z S et 22 os 2 ozx == AN = gs ~ x © o ose. a ; ; a & 2 o ss 4 s Sm : oo a ==a = a Sr 5 gs Soa La ade op ft. = ital so 2 en : Zou 2 mm & a a xs EES QU x = = oS : : S I oe nu = <= ssoer S v5 ro 6 NSM Dons Ss a x bet Aas S2a8 2 7 ws Res GNNe z cl | Sus Seen =Me mo rr SRE moor XLaim & v S290 Bet 4G A +00 rc = zo av o A 2.0 ° Seer gf x A oN] 3 SSS A ma Horiz Curve Data y/o AMASZ Ss a) 2 ostic So uw 7 TSN a Vertical Geometry Grade (%) 6.009% - 0.8579 GI152% Vertical Curve Length (m) (4301 Ue0u1 L47.718 L33.655 Vertical Curve Radius (m) Roo x R695 Rb60 DATUM _R.L.92.000 VOLUMES ot FILL atl =|@]o r| wlal uw Ln mialrn|o com x ot S/4/E/SIS/Slxle] Sie] ao m 2 Blo} wm in Ss NATURAL SURFACE Jmisfe]eiajsjqf4) sya) & QS SSISsyspo Sep & a s NI NlAN]mfmf|atls} uf} ou S WC] |] C/o 6}. oS Ss so S/s/s/SjSjsjsjs} Sis} FS S| s§/S/S\s/S S/S} $ 3 7 Rl—la mia} 2 mlololo mls! & ny un CUT / FILL DEPTH JSlajSiajsjmjaje} sje] § e| Bes|Sle} Sis) & 3 s[SIMaymystienfn! SSy + = eee/eye s|o = = 4 ijo}o|—}|—|—}| —|— ols So So ol|ololo|o iy 1 1 So DESIGN LEVELS ON Jsigisigisizisis) sist = wo] of |e ]e]o ale} = Ln un SlalSl|SlS/Rjals} sia} a Sf BElsls]mn Sl} & rc A MIMIMINIAIN tat) yet in Ss} Zeele[S} Sey @ x in SISISiSiSlSiSiS| SiS} = = = Se Sle = = = + + ox} fein 2 CHAINAGE gle\Se|_|& 3 S/e/e).| = SyRlAe! oye olk| o 2 ~/siisiale walol o Ss S of=[mle]SiSi5/S} Sis} Z S| FIS|sisjz} is] 2 3 SI LONGITUDINAL SECTION = nN o Road 3 CL ( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road => Phone 54749081, Fax 54749041 www.callaghanandtoth.com.cu designed | AH datum AHD DERIVED drawn MM ' . PSM checked [ADT | Origin (B.M.) RL * approved SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 ($n project PROPOSED 25 LOT SUBDIVISION 55 LAKE MacDONALD DRIVE COOROY ld _—— Client VALKEV PTY LTD ld ee Or title STAGE 4 ROAD 3 LONGITUDINAL SECTION ——_ rd ee LOT 136 on MCH978 Parish of TEWANTIN County of MARCH SUNSHINE COAST COUNCIL Locality of LAKE MacDONALD 0.1 23 = 25 5 10 Sa 0 10 20 30 40 50 Meters 100 “ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE. 10 ER DO NOT SCALE FROM THIS DRAWING USE ONLY DIMENSIONS PROVIDED REVISIONS FILES COMPUTER DIRECTORY PRELIMINARY Sheet 9 of 15 sheets drawing number 1225-42 XQ date 10-3-14 yy
Page 10
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Datum 102
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( Callaghan & Toth )
\ Civil, Environmental &
\\, Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
8/41 Sunshine Beach Road
Phone 54749081, Fax 54749041
www.callaghanandtoth.com.au
designed | AH datum AHD DERIVED
drawn MM
. PSM *
checked [ADT | Origin (BM) RL *
approved
SURVEYED_BY
MAX WATTERSION & ASSOCIATES
PHONE 54 426 121
a
(OO
project
PROPOSED 25 LOT SUBDIMISION
55 LAKE MacDONALD DRIVE
COOROY
Ne )
_————————
Client
VALKEV PTY LTD
—___
($s
title
ROAD 3 STAGE 4
CROSS SECTIONS
ES
SS
LOT 136 on MCH978
Parish of TEWANTIN
County of MARCH
SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD
o_2 4 +6 8 10 20
Meters
1:400 (A3) SCALE SHOWN IS ORIGINAL DRAWING SCALE
DO_NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
REVISIONS
revision details
* | *
FILES
COMPUTER DIRECTORY
PRELIMINARY
Sheet 10 of 15 sheets
drawing number
1225-43
date 10-3-14 S/S
Page 11
7 7 —
LEGEND: 7 | i ‘| Callaghan & Toth
sw. PROPOSED STORMWATER PIPE \ | \ 1 8 Civil, Environmental &
| ! \ | Hydraulic Engineers
. | PO BOX 2305
NOOSA HEADS 4567
8/41 Sunshine Beach Road
Phone 54749081, Fox 54749041
www.callaghanandtoth.com.au
designed [ADT | datum AHD DERIVED
|i] [drawn BM 7 PSM *
checked | AH | Origin (B.M.) RL *
EXISTING INTERLOT " |
STORMWATER PITS CATER |
FOR ADJACENT LOTS
+ .=--—— PROPOSED INTERLOT DRAINAGE PIPE WITH
aad RAINGARDEN
PROPOSED INTERLOT DRAINAGE PIPE
WITH PITS
+
PROPOSED BIORETENTION BASIN
TO TYPICAL DETAIL FIGURE 4.2
PROPOSED BIORETENTION SWALE
TO SECTION ON PLAN 1225-44 =
e approved
mR PROPOSED GULLY PIT WITH 4 1 g SRIEED y : AES
3 TTERSION & ASSOC!
_ EXISTING/PROPOSED FLOW DIRECTION STAGE 5 RP1 75883 2 PHONE 54426 121
——--—— PROPOSED LAY BACK TYPE KERB M1/M4 TO @ INTERLOT STORMWATER PIT &
IPWEAQ STO DWG R-0080 i? TO CATER FOR ADJACENT S project
2, LOT 1. RP173883
PROPOSED FLUSH KERB ER2 TO IPWEAQ STD %, 1 v ot PROPOSED 57 LOT SUBDIVISION
DWG R-0080 > wee] | 55 LAKE MacDONALD DRIVE
ronoa FINAL Q100 AE? S41 | COOROY
sorroprorrery EXISTING TOP OF BANK 1 7 Ra PR)
. ‘ " —_—
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° EXISTING TREE k STAGE 2 2
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SO ENISTING, TREE_LINE 32 | : -
> KS) FL101.15
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211m? FILTER SURFACE AREA. LENGTH 70m E / = OS <i |T0 Lors 26, 27
S iy, | & 28
LOT 136 on MCH978
SURFACE AREA 2.8 EDs x, a : | 1 a ———
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f \ & ; m ,
4 | é4- SURFACE AREA Locality of LAKE MacDONALD
+ — /FFL101.25
4 \ = D vy LE) FRLION 3B No)
| RS. BBD iS SS oy _————————
S Sy | _| SY 26 SCALE
EW OAD 9 757 5 051015 20 25 ‘ees 50
RS Ba yy
8B 1A + y scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
. dE 1:1000(A3) 00_NOT SCALE FROM THIS DRAWING
+ 3 WP E oS RS B15 _— USE ONLY DIMENSIONS PROVIDED
4A fs y “7
2 / ie Hf 2 I> 20 Sy REVISIONS
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BIO-RETENTION SWALE, | 4 fi ; - Ss.
REFER TYPICAL CROSS {~ / f S Ss STAGE 3 FILES
SECTION ON PLAN 1225-44 [4 / 1 K A ExisTING
BIO SWALE 1 97m? FILTER] A 17 * ‘ 7 INTER-ALLOTMENT |. = \ COMPUTER DIRECTORY
SURFACE. AREA. LENGTH 80m) 3 7; STORMWATER 5 < LEGEND STAGED WORKS X:\JOBS\CT Projects in progress\1225 30 lots
1 4 FFL10} 50 = > 9 [ake MacDonald Drive \Design\Current_DWG—GASE
E y S AV) _
” 100 | ‘w ‘ oo Nl STAGE 1 WORKS AREA — OPW13/0417 PAGE 1 1
- &S STAGE 1 [lias
& SP218/39 1 . oF STAGE 2 WORKS AREA — OPW13/0616
© IRESERV sP\ | e —= ope -
: OPEN} ~ y cs o Ce Sheet 13of 15 sheets
° EXISTING “18759 eS & STAGE 3 WORKS AREA drawing number
SPAC INTER—ALLOTMENT —~ . oe ROADSIDE BIO BASINS 1225-45
STORMWATER | : RS BBIA = 10m* *
4 3 ii RS BBIB = 15m? STAGE 4 & 5 WORKS AREA
4 \ RS BB2 = 10m? XK date _10-3-14 yy,
Page 12
( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road =] Phone 54749081, Fax 54749041 www.callaghanandtoth.com.au designed [AH datum AHD DERIVED drawn MM. PSM checked [ADT | Origin (B.M.) RL * ' approved SURVEYED BY MAX WATTERSION & ASSOCIATES PHONE 54 426 121 ($n project PROPOSED 31 LOT SUBDIVISION 55 LAKE MacDONALD DRIVE COOROY / IP CH. 3.725 RL.108.251 RL.104.233 IP CH. 62.787 RL.103.414 =< = @ 8 5 S es i g z z z Client S 38 88 : 3 @ NK F2 38385 83 VALKEV PTY LTD Ny 52s = \ err Fz Bou GS —— 2G fo (— ) hk title e r pte STAGE 5 MASONRY STREET & rh t| # LONGITUDINAL SECTION x B + e & \ } o 6 C r x _—_—_—_—————————————————————. E t LOT 136 on MCH978 3 Parish of TEWANTIN d Horiz Curve Data R-100m x8 County of MARCH ¥ 819° sosie ¥, as SUNSHINE COAST COUNCIL Vertical Geometry Grade (%) B22 wie “* 4 pe 4 " uc menry ° Locality of LAKE MacDONALD Vertical Curve Length (m) 20. L20. Vertical Curve Radius (m) R4$3.314 RE39.0 —— $n DATUM R.L.90.000 SCALE CUT VOLUMES o41 2 3 25 5 10 a“ 0 10 20 30 40 50 eles 100 4:200 VERT SCALE SHOWN IS ORIGINAL DRAWING SCALE Blq/2| sis FlSlmlsleyal © D0 NOT SCALE FROM THIS DRAWING nls} xwola@ LATO) ola] 1:2000 HORIZ NATURAL SURFACE 3 mye NT WIM loalalr| + USE ONLY DIMENSIONS PROVIDED 2jsis) SIS) SiSisisisis| REVISIONS on CUT / FILL DEPTH Blx[s] B/S] B/Safsiejs] s=a/E] SIS TSN S/S] o sisls|_ slol_ slolalolala| F DESIGN LEVELS ON Js 2 SSRs] Se] gysjxis in + x NASP} sim SAIS 5 ROAD CENTRELINE |g) ¥/ lzilaig| gis} sisisls 3 12 o <l@o CHAINAGE ale) | 3/8|_/8/8|_| . o g Sins] Sis] sisisiFleis} = FILES COMPUTER DIRECTORY LONGITUDINAL SECTION MASONRY ST CL ; PRELIMINARY Sheet 14 of 15 sheets drawing number 1225-46 XQ date 10-3-14 yy
Page 13
( Callaghan & Toth ) Civil, Environmental & Hydraulic Engineers PO BOX 2305 NOOSA HEADS 4567 i 8/41 Sunshine Beach Road =| Phone 54749081, Fox 54749041 ‘ J www.callaghanandtoth.com.au I Ae designed JAN] datum AND DERNED 25 drawn MM PSM 2.5% 2 checked | ADT _| Origin (BM.) RL * 2 - - Loe 2 ook? rap’ approved SURVEYED BY ' Datum 99 MAX WATTERSION & ASSOCIATES Centreline R.L.101.811 PHONE 54 426 121 ($n project ‘2 f0 | , PROPOSED 31 LOT SUBDIVISION et °& oe 55 LAKE MacDONALD DRIVE OY, 25% ?v see COOROY , Datum 100 _—————— Centreline R.L.101.73 Client VALKEV PTY LTD ' et 2 7 "g ! 101.549 ou N Xo 136.158 L 101.649 I w oe 120.000 9 Z re-----.----e7" We title oe STAGE 5 MASONRY STREET botum 101 CROSS SECTIONS Centreline R.L.101.924 \ J 100.000 easy 1 LOT 136 on MCH978 % 37 Parish of TEWANTIN Be, gat County of MARCH Ling SUNSHINE COAST COUNCIL Locality of LAKE MacDONALD a N7-3% I a | Datum 101 Centreline R.L.102.717 80.000 —_—__ Ot 2 3 25 =5 10 SS Meters Oe cs “ ‘SCALE SHOWN IS ORIGINAL DRAWING SCALE. 1:200 (A3) DO NOT SCALE FROM THIS DRAWING oye USE ONLY DIMENSIONS PROVIDED 7, & 2 oy <2 I Ou x L 103.614 REVISIONS Datum 101 Centreline R.L.103.696 60.000 FILES Gs, se COMPUTER DIRECTORY 104.843 & oS 1 ew Ie ' a | etn 18 PRELIMINARY Centreline R.L.104.925 44.336 Sheet 15 of 15 sheets drawing number 1225-47 XQ date 10-3-14 yy