Original source · versioned page text
RFI - Eng Drawings.pdf
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
www.dialbeforeyoudig.com.au
ee
DIAL1100
BEFORE YOU DIG
REAR OF UNITS FINISHED SURFACE LEVELS TO ALLOW FOR
OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION
MINOR FILLING TO ALLOW REAR OF UNITS
OVERLAND SURFACE FLOWS INTO BI-RETENTION
BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG BED PEAS REFER STORMWATER DRAINAGE
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
| er
| oO Ar sill
x Wa xx
0.204), (0.704 ash \ 3? _79°10'00” 20.189) oe ot oe ~— “¢
—— SW sw—— SW = Sie Ties, SW— SSS 6—— SW — —— sw- za, SW tt 1.250 sw =
he Gis
\
0. 0. i -0.600
400 828 | 0.216 0.504
-0.912
-0.327
é i
| 8 =1.226 0.808 a/
0.059 |
- 0.984
0.558 1.130 poe
O 0.835
- a K LOT 100
0.000 - 0. 5 \
‘ “005 ~0.237 _ 884 Ls RP106085
\ 028 Cy |
0.670 1.422 a é
Ex. 4 a
J 0.427 ~0.444 0.300 4 aap BATTERED LANDSCAPING
ol : DOWN TO BLOCKWORK FENCE
4 = GRADE SURFACE TOWARDS
~——\——-——~__ BIO-BASIN
1.235 0.987 g BLOCKWORK FENCE ALONG
st § BOUNDARY FOR SOIL AND
jo STORMWATER RETENTION
~0.289 |
1.041 Yi
0.840 hl
0.740 0.387 0.670 |
=0.749 g
=0.305 IN 8
0.448 ee 0.407 | DS
Z & <FAlL ae pais
se? ae eo oe oF OD i C
a a ;
FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY 10
FALL TOWARDS DRIVEWAY BLOCKWORK RETAINING WALL AT EDGE OF
UNIT TERRACE AREA SET IN FROM REAR
SITE PLAN — BULK EARTHWORKS BOUNDARY, MAINTAIN EXISTING SURFACE
Scale 1: 200 ML SERVICES SHOWN ON THIS PLAN ADICATNE LEVELS BETWEEN WALL AND BOUNDARY
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
; SLAB AS DETAILED
a IN. STRUCTURAL
DOCUMENTS
LEGEND
48077 CONTOURS AND LEVELS TO AHD. SUPPLY LINE
9, S/EX INDICATES EXISTING SEWER LINE
5.0% 5 INDICATES FINISHED SURFACE GRADE NOMINATED.
INDICATES SEWER LINE PROPOSED AS 7
+16 EXISTING SURFACE SPOT LEVELS. . NOTED MIN 1 IN 60 FALL UNLESS NOTED afi]
OTHERWISE ee
RAMP. INDICATES DIRECTION OF RAMP UP OR Fee TA FOOTING AS
SS DOWN AS INDICATED ———_ w—_ INDICATES WATER MAIN APPROX DETAILED IN
ALIGNMENT, BUILDER TO CONFIRM EXACT STRUCTURAL
INDICATES DEPTH OF CUT (NEGATIVE) OR LOCATION PRIOR TO WORKS _ DOCUMENTS
FILL (POSITIVE) AS NOTED
_ INDICATES TELSTRA LINE APPROX -
T
ALIGNMENT, BUILDER TO CONFIRM EXACT FINISHED LEVELS DIAGRAM
INDICATES AREA OF FILL LOCATION PRIOR TO WORKS TYPICAL SECTION
INDICATES AREA OF CUT sw INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
b [EWe25) | INDICATES LOCATION OF SECTION LINES NOTED OTHERWISE
——— THIS DRAWING AND ASSOCIATED DETAILS
— swyex INDICATES STORMWATER DRAIN EXISTING MUST BE READ IN CONJUNCTION WITH THE
AS NOTED NOTES CONTAINED ON 31131-N
aw INDICATES POSITION OF RETAINING WALL
—_— TO FUTURE DETAIL
0 2 4 6 8 10
Rev. 10.06.16
KE
EX. SWPT EXISTING STORMWATER PIT
EX. RCHW REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER
KERB EXISTING KERBING
RPI
Revision | Description Date
Iss
* FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
ENGINEERS
DEBUILD T/A,
Title:
BULK EARTHWORKS
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May m1 Drawn SR Design SR
Drg No. Rev.
Checked:
Srererdsn |) [OLIOT—-C3.1)
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Page 2
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
20.004—
20.00
17.500 17.500
DT i — —— ==
15.000-+ Leeman ree r 15.000
12.5004- 12.500
ao fa SSS Se eS ee see 7 AF a2 + fF JF J sn ST HV 8 10.00
Elevation — Existing: | Jo oS SF | fF SF F F F s gs FG JF F ss F F Ff BF SF 2 BY BF SF AF FF F F FF FF F F
Proposed Elev. : JS § § gs 8 JF =F =F FF Fs JF gs Ff JF Bs gzgggsgsasF?Asey zs Fsasy zy fF 3 Fo ge
* . ~~ x 3 Ss S io = 2 ie) S m 00 2 = nm ~ = a z z gS N > mD 2 20 a
Cut - Fill Depths : | 5 3 4 2 F 5 27 § 3s a f 2 tf J FF Fe fs gz zg zs
20.00—4— 20.00
17.5004- 17.500
bo ~~ ee ee
15.0004- 15.000
i ———.
12.5004 ~ SSS 12.500
a
we y 2s JF JF aeeaeeaageQ»goe*?,yacs3d§aesxs;ae yy Ff =F 2a FF JF FgQgr,rn, g FF JF FF JF JF FT JF FJ BF | S "09
Elevation — Existing : s Ss Ss gs Ss 2 Ss SF SF 8 Ff Ss so 8B Fs Ss & 8 | y F JF =F ZF F BF F BF BF Ss FGF JF g Fy gy qasgs qs
ss oO oO 9 sD wo oO N co ma mD a aD ~m co oO aD co oS aD OD wo st aD wo 2D N co a ~ s+
Proposed Elev. : SJ 8 8 sos 8 8 Ss 8 SF gs SF sf B se os s BF Fy Fy FF |F =F = SF BF 5 SF SF Ss gs fF s§ JF F Hg as F Ss SS
. . a xs 83 g 2 g 5 a = = 8 So Sg o o o = S Ss oS io 0 0 nN 2 nN ~ Ss Ss 2 eS Lo =< m = 9 — 2 a a nO
Cut — Fill Depths : 3 4 Ss FJ gs SF gs SF F F JF F F FF FF FF FB qes F 8 F GF =F F F FF Fags F F BF F F F 8 JF FF 8B
0 SECTION X2 / Ch-29.15 ct
17.5004- 17.500
15.000 —— 15.000
a T\ O
12.500 EEE J = J + 12.500
10.00 RES — 10.00
7.5004- 7.500
5.0004- 5.000
2.5004- 2.500
te SS) SSeS 2 27 JF FSF JF 2 2a aaage@ge¥qgeo#sge#sgpggegeasessgspsspose asFaqs .s 0.00
Elevation - Existing: SF os} 8 SF Ss Ss Ss Bos SF oS Sl Ul UFURlUSlU US US US Ul US UB OU UU UU UF US UU] Ul SlCUB Gg lS
=> st ss wo wo wo wo So So => ~m wo Ww Ww “oO ire} tO wo wo uw) Ww oS =) oS Oo oS
Proposed Elev. : J fF ss 2 so s Ss BF os | FJ F 3 SF 8s 8 SF Ss Fy 8 SF F BS BF Ss gs sj s gs & Fg s&s
_ . os ar 2 2 a a) Te) = + oo + CN nO = oy © 2 o = o nm CN Nn nD oO 2 nO 2 S re 3B a se Ss
Cut — Fill Depths : 35 J 2F 8 F F 2 § F FF 2 & F F = 2 F F F F F JF F 2 BF F FF B a
LEGEND
INDICATES AREA OF FILL
INDICATES AREA OF CUT
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
0 2 4 6 8 10
aN
oO
oO
9
>
Ww
10.06
Rev
KE
EX. SWPT EXISTING STORMWATER PIT
EX. RCHW REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER
KERB EXISTING KERBING
Revision Description Date
Issue:
FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
C) St
DEBUILD T/A,
Title:
EARTHWORKS SECTIONS
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design SR
Checked: Drg No. Rev
Freed |) [Ol1S1 -C3.2]
Page 3
KEEP
LEFT
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
GAPS IN KERB TO ALLOW FOR
STORMWATER RUNOFF INTO
/ | LOT 79 DETENTION /BIO—BED
) | RP7/1151
REINSTATE FOOTPATH AT,
REMOVED DRIVEWAYS 7
[
NEW DRIVEWAY CROSSOVER IN
ACCORDANCE WITH COUNCIL
STANDARD AND IPWEA TYPE a _ x4
RS-0051 TYPE A oo _
__ ° Ae OOo
EXTEND CENTRAL MEDIAN KERBING PAST 7 7
SOUTHERN SIDE OF NEW DRIVEWAY FOR | WP | SS
RIGHT IN AND OUT ACCESS ONLY, yyy,
KERBING AND LANDSCAPING TO TO rer | | CLE WO a
COUNCIL STANDARDS. MAKE GOOD . / © o r
LINE-MARKING AND CHEVRONS y _ PR Ose ; Feld tot | | . RP71151 aaa
— A a 7 ROPOSED p— £ a |
j =| FFETS,900 [7 - FFL15.000 A) FE TOF VZ FFL 14.000{ | NS | FFLII3.4008 FFL: 12.600
( / TSI 4. Y g 4 L | | G -
iB S fol ff i i y % | | 0 BIN COLLECTION AREA
\ -- . SUSPENDED OVER
) . : = SSS ii NT EN NE ef a Lo aor 6 5 AO LN a LLIN po BIO-RETENTION /DETENTION
TON NWS SSN XQ SS SSAA REDESTRANSZONES SSNS MA NN e PEDESTRIAN ZONE | = BASIN
| Ss] — — \ 7 we —
: CONCRETE DRNEMAY SN - ; _ a ’ \2 LOT 100
S st aad ia [ot.81. (#91) ~ RP106085
~~ ~ , RP7THQT
SS — — =
eWay : “dh
DED AS, | ry s Su Ae é
1 863 ! 4 1 3 i ae :
A ay LLL ALLA Nee a |t fl | ! SW/EKTt-EE— swek— Sw/ex SW/EX Sw/eEX J
PROPOSED } Yt ein wa y ‘ bo | a
| a Vrs T 4 Pf) Wea Pe - 18 S148, 15.6m AN
EXISTING CROSSOVERS th hh SL LS, | 61m MN | = | | | |} 4 | | |
REMOVED KERB AND CHANNEL oo J A tL = LN oe | " Hi
REINSTATED o ( i 7 i; a L | het ; | 77 = | |
FFL;16.600 eS Ho FF 6.450— fh ae ee = feL-15.000— 43 sp orgs
ws y pL Lot 1 (#9 S
/ + | | | | ; 7. RP130594 | a RP1 06085
; | LL | fT i] / ee Zo KL ;
\ / | | yy t a Fi is a
/ co ee V | 47 a ae +
& J y | | | ri \ | oF! *
sg : Mt Poo, LLY Y
/ “ ax 4 a OR To 1
J / G4 Vj & | T ZL @
/ aa Ss ma no
/ / oY [fe =e kL TET J —— _ - —
/ V7 / x | 10 x19.3m_ —_ _ TO —_ — 7 — xq (9.3m
‘ / RP129020
/ / I
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
Revision Description Date
SITE PLAN — DRIVEWAY & ACCESS PLAN Issue:
Scale 1: 200 FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
= Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
DEBUILD T/A,
DRIVEWAY & ACCESS
PLAN
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May n Drawn SR Design SR
team —t_f—t_nts200 @ a mass, 9 3131-6. |
Page 4
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Profile View - Driveway Design CL Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
SITE PLAN — DRIVEWAY LEVELING PLAN
Scale 1: 200
MUNDI-NOOSA RD
RP_ BOUNDARY
17,
16.
15,
14,
13.
12.
KERB INVERT
Z:
Elevation
10.
0+03.44m
0+21.09m
0+25.33m
0+30.
SCHEMATIC DRIVEWAY PROPOSAL ONLY, DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION
EXISTING SURFACE
(DASHED)
DESIGN GRADES SHOWN.
0+44.39m
0+47.8
O+51.24m
0+54.33m
0+61.18m
0+76.1
PROPOSED DRIVEWAY SURFACE WITH
0+83.08m
0+98-
APF / III
www. dialbeforeyoudig.com.au e e s9'10°00" » ’
DIAL1100 7 ae yoo} a
BEFORE YOU DIG | | ee ey
| | i . Lot 80 GON. Y
| | RP71151
J m1
Y A) at 4obof , FFL:I5.400 1) FFL:12600
/ i ! | Noy. YY 4 A | | } C 4 /, J 4 4
a tte Po — ky pA.
N\A Lay 7p 1008" | 14.007] y
Wass Re E SS SUNENG EOOQOE SKE ys
EF] 15.897} ‘115,488 tr 15.034 Fe —S- — {14.164 4 13.368 5.578 7125 12.517
ao DRIVEWAY DESIGN 118.12. 9.0281 1.36.72 \ = 14.165] \—4% mem, f ©
* [eos 6 : SE Te : (9915 150
LN
Y L
Z| “Wi,
i |
U, | | | L |
LLL , Jeo | __ [iss | = ea Pf. _
I L I ‘SW, ‘SW, r SW/EX SW/EX SW/EX
( | | Y/ BQ | | | fe mn L | _ eR WEE swe 3.076 Je: 7
Seas LAS i My Tr} ot | _ AN ae
! VII NII TT VO wy , _ Il Re VISITS | =|3
g | Gl MIN | | 14.897 \ | L Poe | !
a MW Y I T T ei
— | ) Yo vd xX | | LSSSS Ve g 90
FFL:16.600 Maer I} tee F-19000 — We 106085 OT gg - po
ee | Sash? | \ fe rgoes yee
op | ye | 7 7 \O 0?
Yo | »
| A | me. |}
J 16.262 | % a E
/, , _ LL cc
a | = = S= FS ee i!
=i 259°10'35” 84.963 D>
AP “ “or “ i <8 ai -— ;
LOT 1
RP129020 Ww
.
1+04.
Design Line Segment Lengths
3.88 3.17 6.88 3.12 4.24 4.91 6.72 TAS 3.47 3.38 3.09 3.83 3.01 5.89 9.93 3.58 3.64 27 6.94 3.23 3.23 3.12 4.39 3.20 4.56
. . ad = = -
Design Line Grade & Level oS & SS 2 . 8 . §$,. & , e - q - 2.8 . 6, 8.2%, © Ss $8 .3 , 8 2 &;, S « 2-8 & €©€S .,.S , 8 |
RSF eH s8 7 2S 7 & FT & F B 7 eS 7 5 TT =7 & 18 TF &6 TR v 5 T e687 8 FY & 7 8 T 6 727 & ST a7 8 1
3 o s s é o o 2 is S = = = = ro 3 3 5 3 x x x x a = =
HoT hb TT IG Tb Td IR Me la Tel le I tg leo Ih IR IR Te Te Tg Phd TR Teo Hee Ie We Met Teo PIR TNS Te PI leo Tb Ted tb Te PTL Te Te TE la The Web Td WL TTL Id Tb Ta Med Me The Tk
FYISTING S.L. — Se Ge Se Ss 8 8 SF Se Fs SF eR RS Bee SE RS SS See FS Se STM AS Se es eB ee ST SS eR BSN RSS eR HS A 8 eR eS UR
UE | -L cI HL {t a i I" - - - - - - A I- I | - , ft - \ . | | | | A L | J | A . Ht if a | | - | i : , ft J - | a J - tL | LA | | , .
esses egeegeesegesgpesgpegeseesesgpsgeegpegeegpeegpegpeegeegpesgpesgeegeRgpgeegpgesgpegeegpeegesgpesgpegesgpegpR8pe8 SBSRGBSBRSBSS
CHAINAGE- |S ee egss Fess gnuzeese ee eeeorss SRRRRESR ESS SRF ek SRS sSe essere ess esses
} | | | | | | f | | | | | | | | | | | | | | | | | | ft | | | | | | | | | | ff pot ft | tf ft | | ft ft |
Profile View - Driveway Design Cl
Profile View — Driveway Design CL
nannnf——1_—t._"'m1:200 @ Al
1:400 @ A3
“RP 106085
LOT 100
SP1¢
LEGEND
INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
INDICATES FINISHED SURFACE GRADE
EXISTING SURFACE SPOT LEVELS.
INDICATES PROPOSED FINISHED
SURFACE LEVELS
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES SEWER LINE PROPOSED AS
NOTED MIN 1 IN 60 FALL UNLESS NOTED
OTHERWISE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
Revision Description
Date
Issue:
FOR APPROVAL
the written permission of SCG Consulting Engineers.
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
C) St
DEBUILD T/A,
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
DRIVEWAY LEVELING PLAN
Project
NOOSAVILLE
89-93 Eumundi Noosa Rd,
Date: May n Drawn SR Design SR
Checked: Drg No. Rev
Srererdn |) [Ol1S1 -C6.2)
Page 5
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
5 7 N _— poo.
| | Tr TNT
| | “ “y,
WZ =
FFL: 15.900 FFL:15 7 FL pret4.000 FFL:H3.400 FFL:12.600
i Y,
ibaa] |_|
REAR OF VEHICLE BIN
COLLECTION
iL —\\
A LOT 100 LOT 100
RP106085 RP106085
FFL: 16.600 LOT 99 SITE PLAN — WCV VEHICLE BIN COLLECTION POSITIONING PATH
RP106085 Scale 1: 250
fo | S===sSpe SSS SC F
hal sor
LOT 1
RP129020 B99 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m
Overall Widt ; 1.940m
gyerall Bod Hel nt 683m
in Bo roun earance . m
SlTE PLAN — B99 & WCV VEHICLE EXIT PATHS Track Width 1.840m
Scale 1: 250 Lock—to—lock time. . 4.00s
Curb to Curb Turning Radius 6.250m
a oc ~~ 7s = t 101
—4 5 pf 9 TTT
=
W /
yy | fis CUPL bay
Nj we be
FFL:14,000 ~| FFL:13.400 [ |
“67 #178.
Nii U, :
Gleanaway Rear Load 10.100
vera en : m
OOF — I —— Overall Width 2.500m
LOT 100 Wyerall £°¢ Hel nt 3 584m
_ = = oT in Bo roun earance . m
Crm fe Lo ~ , RP106085 Track Width 2.500m
novo) net OE J : Lock—to—lock time. ; 2.00s
7 Curb to Curb Turning Radius 8.750m
/
IN
/ /
Revision Description Date
‘ Z *"EOR APPROVAL
|
(7 FFL:16.600 | LOT 99
/ / ‘| RP106085 DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
OV 7 ] the wien pemison af S06 Cosulng Enghess
To ! |
TMT | tT : a Writ 1 Prec Ae,
| Tt < ) SOG Ph (07) 5455 5604
Z| e email:[email protected]
ZL = Se eer rT rr rr er 3 es web-www.scg-engineers.com
7 a a a a a a a a a Title:
LOT 1 VEHICLE MOVEMENTS PLAN
RP129020
Project
SITE PLAN - B99 & WCV VEHICLE ENTRY PATHS 89-93 Eumundi Noosa Rd,
Scale 1: 250
“ NOOSAVILLE
Date: May n Drawn SR Design SR
0 5 tom 1250 @ At . Checked: Drg No. Rev
| : 8
1:500 @ 43 | Siekordsn | OT131 -C7.1
Page 6
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN Date: Drawn Design
ISSUED AT OPERATIONAL WORKS APPLICATION Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
www.dialbeforeyoudig.com.au ALL STORMWATER
PIPES TO BE LAID AT
DIAL1100 1:100 MIN. UNO.
BEFORE YOU DIG
PROPOSED 15kL RAINWATER WATER TANK REAR OF UNITS FINISHED SURFACE LEVELS TO ALLOW FOR REAR OF UNITS DRAINED VIA OVERFLOW WER WALL AND PROPOSED 60m2 BIO RETENTION
TO RECEIVE ROOF RUNOFF (ONLY) FROM OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION BeERCONNECING DRAN yo PROPLRY' BOUNDARY REFER CFRMED Wt BL OGKMGRIC Wikte
UNITS 1-3 & UNITS 17-20. FOR BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG .
STORMWATER RE-USE FOR LANDSCAPING BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE SITE DRAINAGE TYP. DRG SWI.2 FOR DETAILS REFER DRG SWI.2 FOR DETAILS
ONLY, OVERFLOW TO EUMUNDI NOOSA OVERLAND FLOWS DIRECTED
ROAD KERB + CHANNEL. LOT 79 TO BIO-DETENTION BASIN
LOT 101
RP71151
Ms RP106085
x _ Lx _ a _ | xx
oP ea we ae? 79° 10°00” wt y i
a Sw B sw 9S-9 i s SW Sw a 7 |
_— = LID ICIL | —T IPE) a —_— LT EE VY
7 Tf CAN” |
a YUberesere, pF | Ss a
J
THOSE “i V/ YG | | Oe i ME Lot 80 (#89 GZ EXISTING INTER-ALLOTMENT DRAINAGE
oY 4 he VIA 7 RP7 1 ARDPUSED CONNECTION POINT. EXISTING PIT REPLACED WITH
MNS, NS le inet | | UNITS EW PIT & EXISTING 2250 BRANCH PIPE
fo Y 7
Y YN , — — y\| 3 INCREASED TO 3008
Ts | “y FEL 45-0504 4 r L > = IN ACCORDANCE WITH STORMWATER
:15.900 4 FFL) 15.000 Z FFLSTS. sun FFL: 14.000 FFL: 13.4002 rFL:12.600 |} 2 MANAGEMENT REPORT BY SCG CONSULTING
D Lo : ENGINEERS.
13 Wag Jo Ty :
ao N\
Z oY | | LIN “BIN. COLLECTION AREA
é 7p10 08 | 4 SUSPENDED OVER
oe L Bea | BIO-RETENTION /DETENTION
SSS Rw SESS QOOESSSh ES BO RETENTION
Fal Fl ay, FA is \ or 100
sw sw sw sw sw sw sw sw. = sw sw AG ,
GPX i GPX Re “ cpy _Lot_81_ (#91) ~_RB106085
ine FAS the RP71151 aS “S. PAVEMENT LEVELS AND BREAKS IN
phed ee + x KERBING TO PROMOTE OVERLAND
TS ee FLOWS INTO DETENTION BASIN
iT tify eh ( | GUAG | }
[ T /
_ ca} VV | a a Vel “4 7 ~ HEAD WALL AND STONE
¥ Ge V YZ 2 _/ SCOUR PROTECTION
"| | lit vii | { :
79°10/09” wf \' ¥
71.963 | J | & Lo ZA =SW Me —— PROPOSED BLOCK
| Gy A/ Ai OF, 2 SW/EEMT-EE— Sw/e = SW/ex
i | PROPOSED g | | 6.ffl MIN / PROPOSED | ~ x
PROPOSED Yj UNITS Y 22 | UNITS 4 AX
UNITS | L Z < | H | N a 1 * x
et | ef — an 7
LL Z 6.1m MN __| re | f | | | ee a 4 EXISTING
YLLSL LA 2 VV LON 4 INTER ALLOTMENT
| Migpy | Y/ | {GPX | | Y eb x ( NY LD DRAINAGE
YA 7 Te ; | fe FL 15.000 : 99 OS
FFL:16.600 jy en. ~ FF6.450— 7 ys y pee r , S°106085 LOT 99 KY
(= K \ \
| | Bt || a eg! 2 1309 4 \-RP106085 \o\
LLLLLLLL LLL ; Zz! | ULL, Zw | = iS, LL, LZ, \ \ x
I = \ \
. MILLE G : I if : ! WISIN 7 i x . .
J MA | | ¢ J | % \ x *® :
< 4 | H ax a x “A \
( y Y | !| | | YW —_— | Le = | LLL 4 y \
/ / 2 / | Sa a | ag je — — <1
J ~ SF Y B/ oz H | Y x
wo J | | a I Ee 1 T 1 @ L
_ oe oO 4 rw —— Rw —— ew —rw -t— Rw — rw —— Rw — FH Rw RG — RW — RW Fay Saw RW —— RW Ey RW i 4
ee fet Y =n % 259:10'35" 4.063 tL. —— pw pw <u ee | ~—
- & a® as Le ae or oe on x
a & if / , —_ OO 7 a 7 OF KT a ~~ KA ' \ x
/ , & Floor Level RL17.92 / / | Ir
FINISHED SURFACE LEVELS REAR OF UNITS DRAINED VIA
ALONG SIDE BOUNDARY TO GRATED FIELD INLETS AN
FALL TOWARDS DRIVEWAY INTERCONNECTING DRAIN TO
SITE DRAINAGE TYP.
- THIS PLAN TO BE READ IN CONJUNCTION WITH ; ;
slie PLAN PROPOSED STORMWATER DRAINAGE PLAN SCG CONSULTING ENGINEERS STORMWATER Revision | Description Date
MANAGEMENT REPORT 31131(SWM) Issue:
FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
LEGEND drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
--~~ INDICATES EXISTING SURFACE CONTOURS Unit 1/11 Project Ave,
4807° AND LEVELS TO AHD. ps SOG Noosa Heads
Ph (07) 5455 5604
INDICATES DIRECTION OF FALL t
FALL s email:[email protected]
A TO FINISHED SURFACES. 3 web:www.sog-engineers com
nm” STORMWATER JUNCTION PIT Title:
ee KE SITE STORMWATER
Eyorx GRATED FIELD INLETS, INDICATIVE ONLY — DRAINAGE PLAN
EX. SWPT EXISTING STORMWATER PIT
sw. INDICATES STORMWATER DRAIN PROPOSED i ow A ore Sew RNROLE Project
AS NOTED MIN 1 IN 100 FALL UNLESS . .
NOTED OTHERWISE E.0.B. EXISTING EDGE OF BITUMEN 89-93 Eumundi Noosa Rd,
K&C EXISTING KERB & CHANNEL
S INDICATES SEWER LINE PROPOSED AS NS.L. NATURAL SURFACE LEVEL NOOSAVILLE
NOTED F.H. FIRE HYDRANT
INDICATES EXISTING SEWER LINE i TeLOTRA Fil SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN Pate: May 21 | FM gp | Design cp
EP. ELECTRICAL POWER POLE : Rev
ay NOICATES POSTION OF RETANNG WALL KER EXSING KERBING ISSUED AT OPERATIONAL WORKS APPLICATION ott 6 8 aro ear feat, fear
TO FUTURE DETAL 1400 @ 43 | § Richardson 31131 -SW1.1)
Page 7
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
VEHICLE GUARD RAIL IN
" ACCORDANCE WITH AS2890. 180 DIAM. ORIFICE 10 900 SQ GRATED SW INLET BLOCK RETAINING WALL
GATE/LID (HOT DIP GALV SIDE OF INLET PIT FIT PIT WITH RAISED DOME SURROUNDING DETENTION
-—— WHERE STEEL) 10 WITH MESH BASKET rea NBOVE EINGHED. BASIN /BIO-BED
" SURROUND Imm
“es e REANGUARO PIT INSTALLED AND BATIERS 10 BE PLANTED ~“ |
FINISHED LEVEL BATTERS TO BE PLANTED IN
AS PER PLAN -—— MAINTAINED TO MANUFACTURERS ACCORDANCE WITH AUSTRALIAN RL11.30 | EMERGENCY
a Na CEE
SPECIFICATIONS. STANDARDS. Q100 LEVEL RL11.14m | OVERFLOW WEIR
, v— &
=z
a
=== === is
R12 GALV DOWELS @ 400 an “| |2
FINISHED LEVEL GATE/LID (HOT DIP. GALV 400(L) EPOXY GROUTED i
AS PER PLAN. J WHERE STEEL) TO tOOmm MIN INTO PIT __ _ ; 300. |
ENGINEER'S APPROVAL. "f= I :50 RL10.00
ra
oo BLOCK RETAINING WALL i |___ EXISTING GROUND
—— ——— 6° SSS SURROUNDING DETENTION FILTER MEDIA ie EXISTING 225 DIAM. (APPROX. R.L. 10.25)
Z . . —e PIPE TO CPI.
os BASIN /BIO-BED LAYER - 400mm If : UPGRADE TO 300 DIAM
R10 GALV DOWELS © 400 a PIPE TO wy (J y ra
tw a TRANSITION Y
400(L) EPOXY GROUTED LL. AS NOTED ww OUTLET _3 R !
100mm MIN INTO PIT, ON PLAN. zs c> & = LAYER = 100mm OGL SSA LS 7A XS 300mm WIDE SCOUR
a2 8 + iL 925m PROTECTION BETWEEN BLOCK
TELLAM PRE-CAST ——h =, BOF J fo 28 GEOFAB WALL AND BOUNDARY
PIT OR EQUIV. : i wy DRAINAGE —_| 2956 uPVC COLLECTOR SLOTTED 100¢ uPVC PIPES 750
Se () ” LAYER — 150mm (B PIPE LAID FLAT. CTRS SET IN 150 THICK 5-7mm
THANESS AS | | As NOTED 100mm CLEAN COARSE C-/ 4 peR PLIN CLEAN GRAVEL DRAINAGE ue
\— Its As NOTED CATER (HATOVED)
ON PLAN. .
PRE-CAST STORMWATER PIT SECTION (-» GPx WITH OCEANGUARD PIT (&.\ BIO-RETENTION PIT DETAIL
(7 TYPICAL DETAIL \SWLY SECTION
Moy GRADE STONE PITCHING FOR
Ap EVEN FLOW INTO
Wp iM Loy BIO-RETENTION BED. DRIVEWAY PAVEMENT. REFER INSTALL REECE ’RHS TO PVC
“Aron OPE POR RINE « ce PLAN ADAPTOR’ (PROD. CODE 304284),
Ws . OR APPROVED EQUIVELANT AS PER
S GALVANISED KER ADAPTOR TO LOCAL MANUFACTURERS SPECIFICATIONS.
UTHORI NDARDS AND IPWEA
TA SURROUNDING SID. DRG SEQ-RS-081. CUT OUT 50 GAP.
BIO_BED /DETENTION a Ey Se OC LAYBACK KERB AS NECESSARY 10 Min, _
BASN / 300mm MIN THK COMPACTED INSTALL GALVANISED KERB ADAPTOR —
GRANULAR MATERIAL UNDER SLAB. WITH NEAT, TIGHT FIT.
TRAFFICABLE AREAS eS | __|
©— MIN 98% FIELD DENSITY THROUGH - yr + WN NK +
BACKFILL DEPTH. D>900mm UJ Wes sco
BIO-RETENTION BED NR NOW StS — NON-TRAFFICALBE AREAS Gf Cy I
AS PER PLANS & COMPACT IN 150mm LAYERS D>400mm rN pe zi" 20x76 “4.0 RHS eoss
DETAILS. / ; — aan KERB OUTLET (2)
FOOTPATH/VERGE.
RC CONCRETE HEAD WALL SECTION DETAIL
WITH STONE PITCHING
SCOUR PROTECTION FOR
EVEN FLOWS INTO
BIO-RETENTION BED. LAY BACK KERB ADAPTOR 10
SW FLOW DISPERTION — RC HEADWALL (_—\ SW PIPE_TRENCH/PIPE BEDDING & BACKFILLING EXISTING KERB DETAIL (RHS).
\ / UNDER PAVEMENT TYPICAL SECTION
THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT REPORT 31131(SWM)
Revision Description Date
Issue:
FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
a Unit 1/11 Project Ave,
; Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
DEBUILD T/A,
Title:
STORMWATER DETAILS
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May n Drawn SR Design SR
0 1 2 3 4 5 . Checked: Drg No. R
run ——L_#——7_jm1:100 @ Al 3
"200 @ A3 : 8 Richordson 51131-SW1.2
Page 8
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
SUB-CATCHMENT B TO DRAIN VIA
DETENTION AND BIO-RETENTION BED AND
EXISTING INTER-ALLOTMENT DRAINAGE
CONNECTION POINT
EXISTING SWALE FORMATION EXISTING INTER-ALLOTMENT
RETAINS STORMWATER SURFACE DRAIN CONNECTION POINT
RUNOFF WITHIN THE SITE INCLUDING GRATED INLET PIT
EXISTING BUNDING ALONG
REAR BOUNDARIES RETAIN
STORMWATER SURFACE
RUNOFF TO WITHIN THE
— Tee SITE
ea
SUB-CATCHMENT A TO DRAIN | poem |
TO NOOSA EUMUNDI ROAD VIA Lf wes Nyt EXISTING CATCHMENT AREAS
KERB CONNECTORS SUB=CATCHMENT AREAS a La
AREA A: 1100m?
than | EXISTING SITE : 4148m?
| \i15.3m
AREA B : 3040m?
gs
oF nxt x Gsm Te
/ ff onions | Por Lee! AL1057 | j BRAN WHI EASEMENT 4
‘ f J i
on « 220m \ | . 4 | so.1m | bee lise Liz
NEIGHBOURING SITE CONTAINS AND DRAINS
SITE PLAN - PROPOSED STORMWATER CATCHMENT AREAS SITE_PLAN — EXISTING STORMWATER CATCHMENT AREAS TO WTHN SITE AND VA INTER ALLOTMENT
Scale 1: 400 cale |:
DRAIN WITHIN EASEMENT A
EXISTING COUNCIL STORMWATER
INFRASTRUCTURE ASSESSED
x oo
cay
- — ~
- (e-) KERB INLET
OG
go? GRATED PIT
SL 6.29
XxX A
Ss _ =14
‘a \_s—_é\8
Ss 8 9256 “8
) ¢ MANHOLE /y_
oO MANHOLE SL 834 6.76
SL 9.52 iS
S
Mn
j S '2,/ MANHOLE
rs ; k Def SL 8.34
_ a 1 Gr-) dn is >
So \ hn 9 S
P INTER ALOT
GRATED PIT
ALLOT
7p
“OMA, "i
Zoe q
Revision | Description Date
1.57 2250
/ 9/97SP106085
DO NOT SCALE FROM THIS DRAWING
SITE PLAN _- COUNCIL INFRASTRUCTURE SURVEY The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
Scale 1: 500 the written permission of SCG Consulting Engineers.
|
| LEVELS BY DAVID LAU SURVEY’S SCOR APPROVAL
|
—
email:[email protected]
CONSULTING Osegeng
ENGINEERS — We™Ww.scgrengineers.com
Unit 1/11 Project Ave,
~~ Noosa Heads
<@ Ph (07) 5455 5604
9
| Ness’
a
SITE PLAN — LOCALITY COUNCIL INFRASTRUCTURE PLAN THIS PLAN TO BE READ IN CONJUNCTION WITH
Title:
Scale 1: 500 SCG CONSULTING ENGINEERS STORMWATER
STORMWATER DRAINAGE
MANAGEMENT REPORT 31131(SWM) SU B—CATCHMENT PLANS
www.dialbeforeyoudig.com.au
DIAL1100 "89-93 Eumundi Noosa Rd,
NOOSAVILLE
BEFORE YOU DIG
Date: May n Drawn SR Design
SR
Checked: Drg No. Rev.
Frererdsn |) [OL1S1 -SW1.3)
Rev. - 10.06.16
Page 9
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
DRAINS results prepared from Version 2021.031
Entire Catchment Area
EIA RIA PA EIA 0.419 ha
Initial Losses: 0 0 24 RIA 0.102 ha
PA 0.108 ha
Continuing Losses: 0 0 2.6 Total Area 0.629 ha
LOCATION AND LAND-USE TIME AND RUNOFF
1 2 3 4 5 6 7 8 9
Pit, Node Sub- Land- Constant Kinematic Wave or Friends
or Basin Catchment Use Percent- Flow Formula Parameters
AEP Name Area Type age Time Length Slope Roughness
(ha) (IL-CL) (%) (minutes) (m) (%) n
5.67 No. 95 Pit 0.34 EIA 55 5
RIA 30 5
PA 15 5
5.67 No. 95 Pit 0.34 EIA <-------------- as above -------------- >
RIA
PA
5.67 Ex. Pit A Lot 99 SP 106085 EIA 0
RIA 0
PA 0
5.67 Ex. Pit A Lot 99 SP 106085 EIA
RIA
PA
5.67 Ex. Pit B Lot 99 SP 106085 EIA 0
RIA 0
PA 0
5.67 Ex. Pit B Lot 99 SP 106085 EIA
RIA
PA
5.67 Ex. Pit Lot 100 SP 106085 EIA 0
RIA 0
PA 0
5.67 Ex. Pit Lot 100 SP 106085 EIA
RIA
PA
5.67 EXP4 EIA 0
RIA 0
PA 0
5.67 EXP4 EIA
RIA
PA
5.67 EXP-3 EIA 0
RIA 0
PA 0
5.67 EXP-3 EIA
RIA
PA
5.67 EXP-2 EIA 0
RIA 0
PA 0
5.67 EXP-2 EIA
RIA
PA
5.67 Detention Basin 0.29 EIA 80 5.67
RIA 0 2
PA 20 5.67
5.67 Detention Basin 0.29 EIA <-------------- as above-------------- >
RIA
PA
NOTES
This sheet presents results from a pipe system model using ILSAX, the rational method, extended rational method (ERM), or the ARR 2016 initial loss -
(66.5%}
(16.1%}
(17.3%}
10
Total
Entry
Time, t
(minutes)
ouaounn
1
Peak Sub-
Catchmen’
Flowrate Approach Flowrate(s)
(m*/s)
“worst storm
0.171
0.245
0.128
0.196
continuing loss (IL-CL) model implemented in the DRAINS program,(www.watercom.com.au) involving considerable calculations with multiple rainfall patterns, and complex
hydraulic computations. Therefore, unlike older rational method calculation sheets, this sheet does not portray hand calculations.
It presents the key model inputs and outputs of interest to reviewers.
INLET DESIGN
12
Origin of
Flows
13
14
15
Overflows Approaching Pit
Peak
(m*/s)
Flow
Width
(m)
Depth x
Velocity Family
(m/s)
16 17
Inlet
Size
Inlet
FIELD INLI 900 Sq. Pi
<---as above--->
18 19 20 21 22
Peak Peak
Approach Bypass Flowin Reach Pipe
Flow Flow(s) _—— Pipe Length Slope
(m/s) (m/s) __{m’/s) (m) (%)
0.171 0.007 0.129 21.57 5.1
0.245 0.088 0.131 RK sen saeweeee
0.129 23.92 5.85
0.131 fae--s-- eee
0.129 14.52 7.58
0.131 Bini mim nei
0.129 18.28 6.46
0.131 sg tance,
0.178 14.94 2.07
0.24 €--- 22 ------
0.178 5.79 21.42
0.235 Ksnceonenene
14.47 3.11
eauceuGecauss
0.128 0
0.196 0
PIPE SYSTEM DESIGN
23 24 25
U/S Pipe D/S Pipe
Pipe Invert Invert
Diameter Level Level
(mm) (m) (m)
225 13.6 125
~-as above ------------- >
225 125 11.1
--as above ------------- >
225 1A 10
--as above------------- >
300 10 8.82
--as above------------- >
375 8.82 8.51
~-as above------------- >
450 8.51 7.27
~-as above------------- >
450 7.21 6.76
-as above ------------- >
us
HGL
in Pipe
(m)
14.447
14.541
12.742
12.742
11.342
11.342
10.146
10.148
9.108
9.16
8.622
8.639
27
DIS
HGL
in Pipe
(m)
13.439
13.5
11.391
11.4
10.163
10.165
9.108
9.21
8.723
8.775
8.289
8.374
28
Pipe
Flow
Velocity
(m/s)
2.79
2.84
2.79
2.84
3.9
3.91
3.73
3.75
2.69
2.79
5.79
6.26
PIT RESULTS
29
Pressure
Change
Coeff.
Ku
1.84
1.79
2.29
2.29
0.66
0.66
0.39
0.93
0.2
0.2
29a
QUDM
Chart No.
2008
[2016]
A1-4 [A2-3]
A1-4 [A2-3]
H-O'L
H-O'L
A1-9 [A2-6 & A2-7]
A1-9 [A2-6 & A2-7]
A1-5 [A2-4]
A1-5 [A2-4]
A1-24 [A2-37 & A2-38]
A1-24 [A2-37 & A2-38]
A1-5 [A2-4]
A1-5 [A2-4]
A1-5 [A2-4]
A1-5 [A2-4]
THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT REPORT 31131(SWM)
QUDM
Chart
Ratios
H/Do=2.6, Vo2/(2gDo)=1.66
H/Do=2.9, Vo2/(2gDo)=1.70
Qg/Qo=0.00, S/Do=4.8
Qg/Qo=0.00, S/Do=4.9
Du/Do=1.00, Qg/Qo=0.00, S/Do=2.1
Du/Do=1.00, Qg/Qo=0.00, S/Do=2.1
Du/Do=0.80, Qg/Qo=0.00, S/Do=1.0
Du/Do=0.80, Qg/Qo=0.00, S/Do=1.0
DI/Do=0.78, B/Do=1.50, (Qu/Qo)(Do/Du)=0.90
DV/Do=0.78, B/Do=1.50, (Qu/Qo)(Do/Du)=0.72
Du/Do=0.86, Qg/Qo=0.00, S/Do=1.0
Du/Do=0.86, Qg/Qo=0.00, S/Do=1.0
Du/Do=1.00, Qg/Qo=0.00, S/Do=2.4
Du/Do=1.00, Qg/Qo=0.00, S/Do=2.6
0 2 4
30 31 32
Water Ground Pit
Surface Surface Free-
Elevation Level board
(m) (m) (m)
15.17 15 0
15.27 15 0
13.44 13.57 0.13
13.5 13.57 0.07
11.39 13.57 2.18
11.4 13.57 2.17
10.15 10.65 0.5
10.15 10.65 0.5
9.11 9.48 0.37
9.21 9.48 0.27
8.62 9.27 0.65
8.64 9.27 0.63
8.29 8.82 0.53
8.37 8.82 0.45
6 8
10,
1:400 @ A3
33 34
Pit Remarks
Name
No. 95 Pit
No. 95 Pit
Ex. Pit A Lot 99 SP 106085
Ex. Pit A Lot 99 SP 106085
Ex. Pit B Lot 99 SP 106085
Ex. Pit B Lot 99 SP 106085
Ex. Pit Lot 100 SP 106085
Ex. Pit Lot 100 SP 106085
EXP-4
EXP-4
EXP-3
EXP-3
EXP-2
EXP-2
Detention Basin
Detention Basin
Revision Description Date
Issue:
FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
) 866
DEBUILD T/A,
Title:
SITE STORMWATER
PC DRAINS DATA
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May n Drawn SR Design SR
Checked: Drg No. Rev.
Srcradson |) [OT1SI-SW1.4 |
Page 10
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
EXP—4 EXP—4 EXP—4
EXP—3 EXP—3 EXP-3
EXP—2 EXP—2 EXP—2
EXP—1 EXP-1 EXP—1
210L/'s 210L/s 21 1L/s 178L/s 178L/s 178L/s 239L/s 235L/s 243L/s
Q/PIPE $m 07% <a is sx >| Q/PIPE on oe aoe 450mm Q/PIPE Ke secon Spe 450MM sem pom >
GRADE _| patum El. 6 ““ “ee anaes GRADE _| Datum El. 6 ““ “ee 5.11% GRADE _| patum El. 6 we 21.42% 1%
HeL 8 =| 3 3/3 8 He. [8 Sg BIS 8 Ho. [8 RI8 2|2 8
3 06 | 03 06 | 03 oo 3 06 Joc 06 03 Pe 3 06 0d 06 03 Py
Surface | N XN nt Surface %9 5 x 5 Surface |oo ~ ] ~
Level |S S ae we Level [5 S a 3 Level |x S aS G
Invert ° o}o o}o ° Invert ° olo olo ° Invert ° olo colo °
Level |® in| 5 SIRS S Level |® in [io NIA 8 Level |® in [in N/A x5
eve oO 00 | od NIN oS evel loo 8 0d RIN 6 evel loa 03 03 RIN oS
t+ ~m oO t+ ~» oO + mM oO
Chainage| o & S 5 Chainage]o 2 3 N Chainage|o 2 5 x
= Q m = N be) = Q m9
Q10 PRE DEVELOPEMENT Q10 POST DEVELOPMENT Q100 POST DEVELOPEMENT
Revision Description Date
Issue:
FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
Unit 1/11 Project Ave,
PS Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
DEBUILD T/A,
Title:
SITE STORMWATER
PIPE LONG SECTIONS
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May n Drawn SR Design SR
0 2 4 5 8 10 . Checked: Drg No.
un ——7___ym1:200 @ Al ¥g
“i:400 @ 43 | Stoker |) |O1151-SW1.5