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STRUCTURE = = = Bs SE SS = 4 = a oe a a a g a MANOS ENO >. KASS )
SEAN ‘ 2
NAME x y S 5 S S S ; nd 5 S S > a 3 S S S SS Ss ng 3 CONSTRUCTION LOADS ON STORMWATER PIPES
— N “ wo — = “ ae
. |. TYPE H2 PIPE SUPPORT TO BE ADOPTED FOR LAYING
: \ ALL STORMWATER PIPES, UNLESS NOTED OTHERWISE
a a a a a a a a a a a a a a a S a 2. PIPE SUPPORT TO COMPLY WITH BCC DRAWING NOS
= > 3 rn > SS 5 3 = * s * tl ee wage on Ss 3 ta = aes UMS 301 AND UMS 302, UNLESS NOTED 0 ISE
STRUCTURE 8 3 3 3 SOS >: 3 3 3 g 3 4 Ze BERS : > : ale gh Sie ND NLES THERW
DESCRIPTION 2 B Ee 2 at OS 2 = 2 2 2 2 | 213 < = = s g 2 3 2 = 3. TRENCH BACKFILL SHALL CONFORM TO THE
& ie S o x & & 7 oe o & = en Fa Sh < S ° a iS =a FOLLOWING MINIMUM COMPACTED LAYER THICKNESSES:
8 8 8 8 ‘8 s & 8 8 3 8 8 st She 8 8 8 3 8 Sle $ Ble CLASS 2 SRC STORMWATER PIPES
g g g g 3 g 3 2 g x g g SRAAS &§ 2B 8 g 8 S = g < = - 400MM COMPACTED LAYER DEPTH, PIPE TO BE
8 8 s 3 3 8 = 8 3 8 3 8 3 EIS BASS 3 é 2 alg $ EIS BACKFILLED TO A MINIMUM OF 400MM DEPTH PRIOR TO
4 2 2 = £ cu 5 m = = = = ANY COMPACTION USING A VIBRATORY TRENCH ROLLER
{ . NS (2 TONNES MAXIMUM)
{ . Sek Be ] - 400 TO 700MM COMPACTED LAYER DEPTH, COMPACTION
We : NAVAN USING A VIBRATORY RANMER (75KG MAX|MUM|
NNQ = TOONM AND ABOVE, COMPACTION USING WHEEL ROLLER
\ OR EXCAVATOR (15 TONNE)
SR ~ CLASS 3 SRC STORMWATER PIPES
: = 0 TO 300MM COMPACTED LAYER DEPTH, PIPE TO BE
S . Nk BACKF ILLED TO A MINIMUM OF 300MM DEPTH PRIOR TO
ANY COMPACTION USING A VIBRATORY TRENCH ROLLER
x 1 (2 TONNES MAX|MUM]
. QQ) = 300 TO SOOMM COMPACTED LAYER DEPTH, COMPACTION
<Q ‘oO USING A VIBRATORY RANMER (7SKG MAX |MUM}
QD wo = 500MM AND ABOVE, COMPACTION USING WHEEL ROLLER
. ; aS RN OR EXCAVATOR (15 TONNE)
QQ RAR QO : oO S L / 4. PAVEMENT COMPACTION TECHNIQUES SHALL CONFORM
CONSTR JCTED™ CONSTRUCTE DI QR) Qe TO THE FOLLOWING PAVEMENT COMPACTED LAYER
. t N i A 1 x THICKNESSES:
Ne \ Ss los NG = 0 TO 450MM PAVEMENT COMPACTED LAYER DEPTH,
. ; { , \ . SAS BA BRAY SUB-GRADE COMPACTION USING A SMOOTH DRUM
on VERN VIBRATORY ROLLER {10 TONNES MAXIMUM]
: Oo . RIN = 450MM AND ABOVE PAVEMENT COMPACTED LAYER
SN SIR DEPTH, COMPACTION TECHNIQUES TO BE MODIFIED TO
Sy SIR QQ PREVENT CRACKING STORMWATER P|PES
od Set \
= RQ 5. CONTRACTOR TO ADOPT CONSTRUCTION PRACTICES TO
4 | a | PREVENT CRACKING STORMWATER PIPES
i , \ , NOS . 6. STORMWATER PIPES CRACKED AS A RESULT OF
/ i \ . ' J QQ IMPROPER CONSTRUCTION PRACTICES WILL HAVE TO BE
a \ ; ‘ : SS SS | REPLACED, WITH ALL COSTS TO BE BORNE BY THE
. ‘ ~ RS : QQ CONTRACTOR
PIPE S1ZEmm (Class) 37512) 375(2] 375121 525 (2. Sh525i2) 82512) 3751 375(2))_37512)}.480)2)1% 50512) 52512! 52512)! 52512) }.'82512) 375124 S875]
WN SYS : SAS SRSA CONTRACTOR TO NOTE:
PIPE GRADE % 0.40% | 0.40% 0.40% ~ 0.40% 0.40% [oar 0.40" 0.4 0.50% [040%] 0.40% 040% 040% | 0, 40% [0.40% onaoe orden!
PIPE SLOPE | in X 250.00 250.00 250.00 250, 00} 250; 00|~ 260.00 250.00 280.00] 198. 75|~ 250.00) 250.00] ~ \\ 250.00. \\[~250,.00).°250.00]~ 250,00 280.00.) 260,001 |. WHERE THE NATURAL SAND FILTER LAYE
FULL PIPE FLOW VEL. (m/s | 0.26 0.79 12a [SOS EA soe) 0.77 0.60, |__ 1.13, P2098) Sosa PSN 04 2d Shae cz. SooabepN A toa (TYP. |.5m THICK) 1S EXCAVATED AS
PART FULL FLOW VEL. (m/s} QRWN . XS ) So SENN | PART OF THE TRENCH, A CLEAN SAND
DATUM RL -8.0 ~ 1 SOAS SOON SAN A . BACKFILL 1S TO BE PLACED IN THE
a 1 o @| 11 SSN 2 © 2 © 2 = oO & ” 9 s oO < SHR ANS
WATER LEVEL 3 8 = RIN 8. BXYQS 5 g g e BRAS 3. \S * 3 8 3) TRENCH TO MAINTAIN THE INTEGRITY OF
IN STRUCTURE a a a SIN RAXAS PRs «i a a «i “i ‘al “i Ne < = = sal THE NATURAL SAND FILTER LAYER.
ala alr als 2 @ als Oe wlo als ela ele gle Xe ogie & WA fa OS SAR J > oN
HYDRAULIC sie 88 eh EXE RR RE BIE EB BIS SRS ENENGENRG < &\ 2. ECOSOL RFSIO0 SILT BASKETS TO BE
GRADE LEVEL ajo sls sii SR XArs a ae ie ES SSSA “\ PLACED IN ALL FIELD INLET PITS
PIPE FLOW 0.029 0.087 0.141 S00337 . 0.085 0.066 | 0.124 |\o. 150, X O.270. 0322} \0.375 RNS Y i
(Cumecs} : \ \\ Xd s | . : 3. ALL FIELD INLETS TO BE PROVIDED
OS S : | SO ~ \\ WITH PEDESTRIAN FRIENDLY GRATES WITH
PIPE CAPACITY o.1tl o.11 o.1I Soda NIN O.284)} SO 2UA NS, o.1N O.11 | 0.124 OONBO 02284 t “> MAXIMUM 50mm BAR SPACING (IN EACH
AT GRADE (Cumecs} INN QQ nr SOsh . S S DIRECTION).
§ as 2B BIBS z 2 3 BES BYE eS ‘ee
DEPTH TO INVERT = als eS 8 5 8 SIS ENS NEN N SUNSHINE CO -——
\ NN . zi . YE UUAS | NC
SS SSS . N NCIL
°o wlo Rit 0 : s 0 ed =-|-— oO a. 2 oo }
INVERT LEVEL £ 8/38 S2 8 \ 5 OS S$ er 8 BANS 5
OF DRAIN ah -|- =IRXQAL = momim SOS Se
SARE SSNS S U0Y95 3 any
DESIGN SURFACE | 8 SAS OSRSRS TF ee: 3 3 S 23 JUL 2012
LEVEL 6 ai «i ail WQS N a si 6 oi ai No i 8
ae se a ae SIERARIENS ae 85 i PRONE a 8 om
SETOUT siz aig gig ls sg elgg ig als gle aig oBle og gig osigQels 5
{Co-ordinates} ge gS ge «EIS BEBE EE ge lg ge ge BEQOSOCEE s
8 RB 2 8 SB "3 \ 8 g 3 s 3 ANBAR
= 5 BIN 3 3 = oe :
RUNNING CHAINAGE Sy] 16-133 47.140 3] 25.522 S232,042°3) ST 698 be s| 136K 20.48 93078 | 22.499
1: 1000 [10S 0 \ WX N20. Saas ww : \ =e
LINE H Seizano HORIZONTAL K
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Consulting Engineers , 4:10 1 0 1 2 3 4 OS AL YT +) sheet 1 of 2 sheets
development consultants, planners and surveyors ' 1 43 NOOSA DOMAIN RETIREMENT VILLAGE 2
JF & P CONSULTING ENGINEERS PTY. LTD, ABN 77 050414 036 “ VERTICAL a Wb ded ion (BM) drawing number
‘SUNSHINE COAST GLADSTONE 10 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED -IF IN DOUST PLEASE ENaUIRE| A8tUm! er ori
pereswbrwsmanAvrue, |. SEGomneeeN Stk a, -[ aesionea | iw | coPymcs © 006 JF &P CONSULTING ENGNEERS PTY. TD. ae | aah cae on | COUNTRY CLUB VILLAGES PTY. LTD. M1717-D04. sc
s ee metone 0D Tz eet eH drawn | oM | THis OOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY @ | ORIGINAL ISSUE oe Wetane
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