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




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)