Additional pavement areas - amended detention and stormfilter

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STRUCTURE
NAME od < S <). sj. =| =| S| <}/ eJ- 2]- Jelei- S|] S} S] x] S} & x] el el
S|_8 a 3 ale Sle a| al S| 3] SESE SIEPSIE S| a =| 8} al Ss} S18
w bo S ee ee Se
tal! ite G iG 2 2 |e 2 |2 2/2 |e |e G a & &
4
; 7.2, . ze 3& 3 88 JE JE | Se ae SEG <2 822 4.4) i 2 es 2 NOTES:
al2 als ale als 3/5 S15 « wl wl os S15 3/5 sla psta = « = aln = S a al = o
STRUCTURE ale ale a) alu ole Ble BIE a/2 alz Ss] SE Sie sees Fee 5) ge =| 2 zB) z/e | 3 1. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB
DESCRIPTION zis fis s|e es 22 g|2 $/S$2/6 2/6 co] ZIE Zl eZlEsel2 Gl sl2s6) Sle S| gs e) 3i4 Ss} & SPECIFICATION AND TO THE STANDARDS OF, AND TO THE
Sle Sle Sle Bla AS 3|5 ZlZez/€ S12 2) S15 2/5 2] 2/5 sls 2 Zez| Sle s| fla ain aif 2] Sia APPROVAL OF THE LOCAL AUTHORITY AND THE ENGINEER.
Sle Sle Sle S\e =\é Zle S|/Skols als v| Fle Zle ZlelHle Sis SlSse] Sle gl sie Rls ols =] Sle 4 Ay
Slz Siz Sle Sle Sis Sl3 5lGsnlS SIS 3] SIS SIS SIS(SIS Sle Blnes] Sie 8S) SIE gl= BI2 sl aj= 2. REFER TO SHEET 1 FOR STANDARD DRAWING SCHEDULE.
Le sae 3. THE CONTRACTOR IS TO LOCATE AND LEVEL ANY EXISTING
SERVICES BEFORE COMMENCING WORK AND IS TO REPORT ANY
DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING.
4. STORMWATER PIPES ARE TO BE THE SIZE AND CLASS SHOWN ON
THE PLAN AND UNLESS OTHERWISE SPECIFIED TO BE MIN. CLASS
"2" PIPE INA MIN. CLASS "B" BEDDING. PIPES UP TO 600 DIA. ARE
TO BE RUBBER RING JOINTED AND OVER THAT SIZE ARE TO BE
EITHER RUBBER RING OR EXTERNAL BAND JOINTED. THE TYPE OF
PIPE PROPOSED TO BE USED SHALL BE APPROVED IN ADVANCE BY
THE ENGINEER
5. MANHOLES ARE TO BE THE SIZES SHOWN ON THE PLANS WITH
CLASS D CAST IRON LIDS. PRECAST SYSTEMS MAY BE USED IF
5 x x APPROVED IN ADVANCE BY THE ENGINEER,
Ss & 2 23
ae Se Se Ge 6. CATCHPITS ARE TO BE OF THE TYPE SHOWN ON THE
a8 Z\/< 2\< ge LONGITUDINAL SECTIONS WITH PRECAST COMPONENTS AS
HYDRAULIC RARE LINE Ble aR BR fle SHOWN ON THE STANDARD DRAWINGS.
o|- 2 Blo g x x
FINISHED SURFACE 4)2 yl ly x|5 2 8 7. UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL
4 | e a STORMWATER DRAINAGE WORKS ARE TO BE IN ACCORDANCE
Uy hi ake 2|A WITH THE QUEENSLAND DEPARTMENT OF TRANSPORT
pS a9 SPECIFICATION MRS11.03 (DRAINAGE, RETAINING STRUCTURES
/>————_}-—___] ais | 0 AND PROTECTIVE TREATMENTS).
> ee | 8. ALL STORMWATER PIPES ARE TO BE PEGGED ON THE GROUND
ty | fe AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
(O temo ig +_ 5 Ph
fo -—TF r 9. ALL GRATES CLASS D (HEAVY DUTY) SMALL GAP SUMP GRATES
mm ae CLASS D IN ACCORDANCE WITH AS 3996
40. REFER TO STANDARD DRAWINGS FOR PIT INSERTION POINT
LOCATIONS
a Ul 11. ALL CATCHPITS ARE TO BE PROVIDED WITH ENVIROPOD GULLY PIT
INSERTS
PIPE SIZEmm (Class) 30012) 37512) 375(2) 37512) 450t2)__|$2512)| $2512) | $2512) | $2512) | 30012) |_30012) 30012) | 30012) | 3001 225(2)| 52512) _ | §25(2) 30012) 12. FIELD INLET PITS TO BE PROVIDED WITH ENVIROPOD GULLY PIT
: RCP RCP RCP RCP RCP RCP | RCP | RCP | RCP RCP | RCP RCP | RCP | RCP RCP RCP | RCP RCP INSERTS AND HAVE CLASS DHEAVY DUTY) SMALL GAP SUMP
PIPE SLOPE 1 in X 200.00] 200.00 200.00 200.00 200.00 _ | 150.90 | 163.00 | 113.85 | $2.76 | 46.98 |_80.98 193.96 | 195.33 | 164.05 94.68 15.31__|205.72 148.03
LENGTH m 43.013|__35.004 36.643 25.975 27.278 __| 3.018 | 3.260 | 20.493] 5.276 9.396 | 24.29% 9.117, | 3.160 | 3.281 1230 26.019 _ | 12.363 5.921
DATUM RL -10
s = =
WATER LEVEL a] & § gl og s} 5} s| 3) 3] ef 3} aff 8] 8} 8) 8} 8] 8 a 8 a) og 8
IN STRUCTURE e| 2 2 o o a} sl of ef} ex} af a altel orf ee} ef} ef xl a ry ef] a} ok
HYDRAULIC RE RIB ge gig gif -gi8 Sle alg alg a] gle gS sleesle sig 18 8) gl Sle 38 88 2] BiB 88
GRADE LEVEL ele ele a|s ale ale a|8 Zia alg 2l2 2] ala Sle ayesAie ale Ao A) ele jk als alee} ale ale
lool” 0.041 0.081 0.118 0.152 0.250 | 0.382 | 0.382 | 0.382 | 0.382 0.064 | 0.064 0.041 | 0.081 | 0.081 0.041 0.436 | 0.659 0.223
Ki GRRE fhecammat 0.068 0.124 0.124 0.124 0.201 | 0.366 | 0.352 | 0.421 | 0.619 0.161 | 0.107 0.091 | 0.094 | 0.075 0.048 1169 | 0.31% 0.118
2 ol cle ole # ale slx ule ale ale 2 am = eg wos
DEPTH TO INVERT & SIs g/g alg os/8 S/R 5/5 88 88 8) [Rss S]f [8 se si 8) (8 8) js Res) [RR
N ails Ala Nin Ala Sli Slam mim Sle om - Bla oa eS SlS Slaw os = sla 6 a=
INVERT LEVEL 298 aig jig ge als gig gig slg el le ale at \geeaiga] ge} | agal (ie 2
OF DRAIN a ala alo | ala alo of~ Kl[e H|K a alo wo rely ele ow ee o slo os os
2 e i =| 4 wl os a 2
DESI SUNEREE gq] 3 g a} Og e} =| g| 8} al a a} [Sal gi al gs] S| gl gl og al al 8
= = 2 2 - s = 2 = e 2 s < 3 2 a| a o o o a & a o
DISTANCE ALONG s| = E 3 8 S| 8 & 8! 8) s} sg) 8 sg] Ss} §] B sl 8) 8 e| 3] 3) &
DRAINLINE os} 8 $ 3 = eB] $| 3} 3) 8} Ss] 4 ml 2] =| s| 4} 3s} s| 8 z| s| S| 3
LINE A B D E xX ¥
© 10 20 30 40 50m
HORIZ. 1:1000 @ A1 - 1: 2000 @A3
0 1 2 3 4 5m
VERT 1:100 @A1-1:200@A3
_ COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Tite Scale Sheet Size
copra necornce witha SEAT EURSAND SUNSHINE COAST i oD eeoreot G Jackson PROPOSED CAR SHOWROOM CAR CIVIL WORKS STORMWATER] as sHowN!| A‘
agreement between Tod a
Ceneuting pty te) and es MAZDA/HYUNDAI D Hopcott G Jackson PARKING AND STORMWATER DRAINAGE |DRAINAGE LONGITUDINAL  [orsning number
fecdiortisspecks poise | _|25/1171} DETENTION TANK, STORMFILTER | DWH consulting engineers ‘Approved RPEQ No =m en SECTIONS 13606- CO7
Sit thd nd Be used [13/14/14 ADDED CAR PARK, LEVELS AMENDED |DWH ; D Reynolds 9072 LOCALAUTHORITY NOOSA COUNCIL
for conatucton untl rrarked as [20/05/14 AMENDED FOR OPW APPROVAL owed __|Skyline Surveyors ssrore cna O20 Nea 2027 Signed Date MCU APPROVAL — MCU13/0153 HORIZ DATUM. o 9 02 0 8 Sheet Revisior
‘Issued for construction’ in the [A [01/04/14 ISSUE FOR APPROVAL DWH ‘Sate 8. Hose enqures@tocconsutng com www todcorsingcom 02 Dec 2014 ROL APPROVAL NA VERT DATUMAHD =PSMMS52588 t of AT D
tevision description, Rev] Date [Revision Description Drawn | siesu'atS‘srs ApH 20 1288338 OPWAPPROVAL _TBA RL MEASUREMENT BAR INCREMENTS Neem