OPW14/0165.01 Approved Plans

           -
    NOOSA COUNCIL
   APPROVED PLANS
OPW14/0165.01 9 DEC 2014


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STRUCTURE
<= =< =< =< = = es =< = = o o = ea). 2 a w a x< x x > x
NAME S| 8 a 3 ale odie] 3] al Ss} SE sle SESE S| A] Ss} SF] S| = a| Ss} S| 8
S Ss |5 s |s s(t is |v & e
iG G & & 2 2 5 2 2 2 2 |v S 5 a & &
Z| 2 Zz 2 >| >le ZI |e |e >Je 5/8 zleeale le Sf s] 2 Zz 2 Sxl 2 NOTES:
als als al2 als a5 SS el? wlS ula ae ih SB sSle =l2 el@ 2] ale =] 39 a) alk 2] o
STRUCTURE Fe rd a)y ele ale al@ Se af gifs) Be Sle sle(sie s\6 Ele ©) gla =) 2 Z| zja t] a2 ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB
DESCRIPTION ele tl/e els ele Zz g|2 $/S$2/6 2/6 co] ZIE Zl eZlEsel2 Gl sl2s6) Sle S| gs =} 218 8) §& SPECIFICATION AND TO THE STANDARDS OF, AND TO THE
Sle Sle Sle Sla = Z/5 Z/Zsk\e =\e 2 315 2/5 SZ/S$2)5 Si< = Zez Sle ¢ ain alo ale S sis APPROVAL OF THE LOCAL AUTHORITY AND THE ENGINEER.
sje Sle Sle Sie “|e Fle SISHolS als ¥ 2le Ze Fle (Fle Sie SlSse sje se sla sla ofS & Ele 4 Ay
siz Sie siz siz Sis slz 5l5snlS SIS s] SiS SIS SIS(SIS Sle Blass] S|B S$] SE Slr ale 8 sit REFER TO SHEET 1 FOR STANDARD DRAWING SCHEDULE.
a Ze sae THE CONTRACTOR IS TO LOCATE AND LEVEL ANY EXISTING
SERVICES BEFORE COMMENCING WORK AND IS TO REPORT ANY
DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING.
STORMWATER PIPES ARE TO BE THE SIZE AND CLASS SHOWN ON
THE PLAN AND UNLESS OTHERWISE SPECIFIED TO BE MIN. CLASS
°2" PIPE IN A 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,
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
ao Se Sa Ge CATCHPITS ARE TO BE OF THE TYPE SHOWN ON THE
a8 Z\/< 2\< ge LONGITUDINAL SECTIONS WITH PRECAST COMPONENTS AS
DRAULIC RARE LINE als ae we “le SHOWN ON THE STANDARD DRAWINGS.
o|— & a\5 2 x x
FINISHED SURFACE )2 = T x5 2 8 UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL
| & 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).
t———__}.
LL | ALL STORMWATER PIPES ARE TO BE PEGGED ON THE GROUND
ty | AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
(O temo ig +
{ tH ALL GRATES CLASS D (HEAVY DUTY) SMALL GAP SUMP GRATES
mm CLASS D IN ACCORDANCE WITH AS 3996
REFER TO STANDARD DRAWINGS FOR PIT INSERTION POINT
LOCATIONS
Ul . ALL CATCHPITS ARE TO BE PROVIDED WITH ENVIROPOD GULLY PIT
INSERTS
PIPE SIZEmm (Class) 375{2) 450(2)__|525(2)| 52512) | 5251 0012) |_30012), 30012) | 30012) | 3001 . FIELD INLET PITS TO BE PROVIDED WITH ENVIROPOD GULLY PIT
: RCP RCP RCP se RE ae RCP RE RP AR INSERTS AND HAVE. GLASS D (HEAVY DUTY) SMALL GAP SUMP
PIPE SLOPE 1 in X 200.00 200.00 _ | 150.99 | 163.00 | 113.85 46.98 |_80.98 193.96 | 195.33 | 164.05
LENGTH m 35.006 27.218 __| 3.018 | 3.260 120.493 9.396 | 26.294 9.117, | 3.160 | 3.281
WATER LEVEL a) 8 & gg} Ss ]sog] so) og) oS} Bt og} 6oSf¢ sl 8} 8) 8] 8} 8} 3) 8) a 8 8
IN STRUCTURE e| 2 2 a a os} a} of es} ef a & sloet oe] Re} st or} oe ee ee)
2 Ss s - =
ee ed ae se 88 ae gf 5/8 gle als gla al ele a/8 Siecle sis 38 8] Ble 88 38 «BIS 8] EIS BB
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
PIPE FLOW 0.081 0.250 | 0.382 | 0.382 | 0.382 0.064 | 0.064 0.041 | 0.081 | 0.081
(Cumecs)
TY
PIPE CAPACI 0.124 0.201 | 0.366 | 0.352 | 0.421 0.161 | 0.107 0.091 | 0.094 | 0.075
AT GRADE (Cumecs)
2 ol sls <|= t ale slx ule ale ale 2 am = ele a ze
DEPTH TO INVERT B85 g/g BR o8/R 6RIB SIS BIR BIB E] OR BIS SIS (RB SIS S/R 8] «8 8) 6S ORS] ORE
N ails Ala Nin Ala Sli Slam mim Sle om - Bla oa eS SlS Slaw os = sla 6 a=
INVERT LEVEL 8 gis SIs 3/8 ale sis sls sis sls 8 esis 8 2 gle slg 8 32 $ ais s 83
2 s/s 3/8 3/S 35 AIR BIR SIS SIE Ss 2 sik $ SRR als & Ba = Blk B Sa
OF DRAIN ae ale ale als sla slo ale cin cin & a alo os ZAP AS Ss ee = ale 3 33
DESIGN SURFACE el os e 5 e o| sl wl ef ef wt es al? ol ml ml cf al al oe e| af +] e NOOSA COUNCIL
=| = S Ss) 8} Ce} OB} oS} OB) a} OS) 6S] Sp Se] 8} 6S} 68] 6) 8) 6 a| S| 8) &
LEVEL =] = < 2 2 s} | s| =! gs} el es e}( as] sl} sl af sf af a s}| e| al & APPROVED PLANS
DISTANCE ALONG al = 5 asa a a al al al el el elf el el cl al el el el oc] al al OPW14/0165.01 9 DEC 2014
DRAINLINE S| = 3 zg} ee} Ss] } So] StS] e] oye Ss} os] os} oe] oS) os 2] a} Ss} 8
LINE B D E xX Y
© 10 20 30 40 50m
HORIZ. 1:1000 @ A1 - 1: [email protected] 1 2 3 4 5m
VERT 1:100 @A1-1:200@A3
_ COPYRIGHT © Associated Consultants Client Project Drawing Tite Scale Sheet Size
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