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als als ols ols ols ols s/h a S|t#S ols le celts ale ols als als &lg Se ols . . . sles a 2
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NOTE:
4, NOTWITHSTANDING THE STORMWATER Oto HEL
STRUCTURE LEVELS SHOWN, THE COVER 100 Fie
OR GRATE LEVEL SHALL SUIT THE (TYPICAL)
FINISHED SURFACE PROFILE. -
2, THE PIPE CLASSES HAVE BEEN 3 |
DESIGNED FOR SERVICE LOADS ONLY. r_ & -
THE CONTRACTOR SHALL ASSESS ~x| 3 [yp ™_] S
ANTICIPATED LOADS AND UPGRADE THE = 6 EI 3 ™
PIPE CLASSES IF NECESSARY IN 2 q 3 -- op
ACCORDANCE WITH AS 3725-2007. = ig g LL [ ~-- SN L Id
CRACKED PIPES WILL NOT BE ACCEPTED. led EE [
3. CONTRACTOR TO CHECK EXISTING i _ _\ |
CONNECTIONS PRIOR TO CONSTRUCTION. SI PI ‘| NI
4, SURCHARGE DURING A Q100 EVENT IS ~ SS
PICKED UP PARTIALLY DOWNSTREAM A
AND THE REMAINING CONTRIBUTES TO LY - \ EXTEND EXISTING TONSTRUCT SPLITTER MANROLE ||
OVERLAND FLOW. FLOOD WIDTHS DO RSS. CONSTRUCT 900@ APPROX. 3.8m OVER EXISTING 825 PIPE REFER
NOT EXCEED ROAD RESERVE DURING Qw H.G.L. mS FIELD INLET DRG 16-001014-119 FOR DETAIL =—1
MODELLED 0100 EVENT (TYPICAL) aa OVER EXISTING
5, DRAINAGE SYSTEM FOR STAGE 2 HAS LINE E HAS BEEN
BEEN DESIGNED TO MAXIMISE CAPTURE | DESIGNED TO CONVEY | 900D PIPE
AND MINIMISE OVERLAND FLOW DUE TO 33 L/s SURCHARGE 3 MONTH FLOW TO GPT
LARGE UPSTREAM CATCHMENTS.
pene Note event. EXISTING STAGE EXISTING STAGE
1A WORKS EXISTING STAGE_1A_WORKS 4A WORKS
PIPE SIZE mm (Class) 300 300 375 525 750 600 900 900 900 900 900 600 600 600 600 600 825, 900
BLACKMAXT | TBLACKMAXT| “IBLACK | “(BLACK (2) BLACK (2) (2) (2) (2) (2) BLACK (BLACK MAX) BLACK” "TBLACK "TBLACK” | (2) (2)
MAX) | MAX) MAX) MAX) max) | MAX) | MAX)
PIPE GRADE (%) 4.86% 4.90% | 4.06% |_ 1.09%, |_ 0.40% |_ 0.29%, |_ 0.30% 0.31% 0.50% 1.00% 0.48% 9.40% 0.40% 3.00% 3.00% 3.00%, | 5.16%, |_ 3.00%, | 4.45%, | 0.50%
PIPE SLOPE (1 in X) 20.59 20.43 | 24.76 | 91.88 "| 249.86” | 350.72 | 333.34 325.48 700.00 99.88 206.21 250.01 250.00 33.33 33.33 33.33 | 19.37 [33.32 "| 22.49 | 200.09
FULL PIPE VELOCITY (m/s) 0.80 1.61 1.61 os? | oss 1 1 0. 190 2,001.90 ty) 2.01.93 ty) | 2,011.93 4 2.63 28 2.63 |. 2.63 |. 2.63 | 0.77 | 2.40
PART FULL VELOCITY (m/s)| 25 3.08 3.20 [19 1 150 15h 1. 1 4.07 4.0 4.07 | 5.01 | 4.07 | 3.95] 2.40
91.0 90.0 87.0 86.0 89.0
ele sal sls scle sale esis eas eele ele esis sie eeJa 2 2 2 3 gle 43/8 Sale ssla asle Sela =ela ols
H.G.L IN PIPE & gle gle dels ssl sels ssle dele Ssif S/S ssl sie sje 5 z z e| 2) es sls aele gele sels sele dele Sele
W.S.E_IN STRUCTURE 1 - SOT Te ese = 7 = s 2 2/2 33 22/8 3 ss ss|S ssi
sje als age ce 8
PIPE FLOW 0.056 0.114, 0.177 | 0.108 | 0.246 | 0.492 | 0.492 0.247 0.924 sls Els e\s sls 3 0.744 0.744 0.744 | 0.764 | 0.764 | 0.409 | 1.526
(Cumecs)
PIPE CAPACITY 0.213 0.216 0.353 | 0.449 | 0.705 0.595 0.610 0.340 1.281 1.250 1311 1317 1317 1.064 1.064 1.064 1.396 1.064 3.028 1.280
AT GRADE (Cumecs)
DEPTH To VERT 2 ge Se 2 S 82 se ge Se & fe lp gle ge ea x i 88 ae ge © &&8 3g 23
= a2 a3 a2 a|S a Be =| ele 2 a|2 = AIS g Sim B/e q/e S = Ala ale Sle aja FS Als ala
INVERT LEVEL & 3&8 GR 8/8 g]8 SR SIS SE jf SiR 8 as |g 2/8 alg 3/8 8 a &|8 ge SE SE sie se ls
OF DRAIN 3 a|\s sls ss] s/s 8/8 se BF SB 28/5 s ale s ele a|e sls = Bo le ale sis sls IB ele ele
8 8 7 | a} 0 OS) BG 8 3} gs} 8 s R g 2 gs} 8 gs 68) RR]
DESIGN SURFACE 3 $ g g g g 2 s s g 2 = g gS 3 S 3 S 5 2 z 2 g 5 8
LEVEL . ests =z —ate —s] 2 {|__|
SETOUT fe #2 #8 S g/8 fg &8 sie slg £8 sls 32 ae ee a8 25 3|8
COORDINATES “= ule wf eee Eo
= 7 zg 3 3 = 5 7 s e 2 8 5 2 = 2 a 7 7 a B R Z g =
RUNNING =| 26.750 38] 25.500 gi] 12.9038] s.oo0g'| 5.9577] 4.91028 5.5072 S| 045s s 38.420 = 37.406 75.678 s 25.704 | 223372 2] eo 86.120 S| 6.844%] 12.000] 10.3736 31878] 11.7634
CHAINAGE £ & &
LINE N.S.C. REF NO. MCU15/0111 & REC15/0031
Fant [once [our SORE METREST TECROFIN Wo coeNT TAREE
sso [ay | AY | 27.06.16 AMENDMENT DETAILS Fy “| 11000 0 0120-30050 SURVEYOR: ML_SURVEYS PALM LAKE WORKS PTY STORMWATER DRAINAGE
“ATA | BF _| BF | 07.09.16 | ISSUED FOR CONSTRUCTION - PENDING COUNCIL APPROVAL 20 43 38 Leybourne Street, Chelmer QLD 4068 LTD 5 coaern
at ; RORIZONTAL Mob: 0412 744 223 E: [email protected] | ) LONGITUDINAL SECTIONS
K 7
Bic Deawacrecx| 1100 2 1 0 2 sm PROMECT Ho. ‘APPROVED y Calibre Consulting (QLD) Py Lid ‘uy SHEET 2 OF 3
40 Ee 2 —— a 43 16-001014 Mal ANDREW MCPHAIL RPEQ 6921 PALM GORE RESORT calibre Ge San Sg ts QD An 0 Sey THAWING HOUSER See
NIE VERTICAL a Telephone 07 3895 3444 Focsimile 07 3895 3400
air FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING tau Catan istine ty Sappen Setiacont SOREL 16-001014-115 A