SCG 31131-Civil Issue 6-2022.03.09.pdf

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                                                                                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


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ALL STORMWATER

PIPES TO BE LAID AT
1:100 MIN. UNO.

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 
 

 

 
  
 
   
  

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
    
 

 

 

 

INDICATES EXISTING SURFACE CONTOURS

AND LEVELS TO AHD.

INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.

STORMWATER JUNCTION PIT

KE

GRATED FIELD INLETS, INDICATIVE ONLY

INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS

NOTED OTHERWISE

INDICATES SEWER LINE PROPOSED AS

NOTED
INDICATES EXISTING SEWER LINE

INDICATES POSITION OF RETAINING WALL

TO FUTURE DETAIL

EX. SWPT EXISTING STORMWATER PIT

RC. HW. = REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE

E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL

N.S.L. NATURAL SURFACE LEVEL

FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL POWER POLE

KERB EXISTING KERBING

 

 

 

 

 

 

SCHEMATIC DRAINAGE PROPOSAL ONLY DETAILED DESIGN
ISSUED AT OPERATIONAL WORKS APPLICATION o 2 4 6 8

 

 

   

 

 

 

 

 

 

 

 

Rev B
PROPOSED 15kL RAINWATER WATER TANK REAR OF UNITS FINISHED SURFACE LEVELS TO ALLOW FOR REAR OF UNITS DRAINED VIA OVERFLOW WIER WALL AND PROPOSED 60m2 BIO RETENTION
TO RECEIVE ROOF RUNOFF (ONLY) FROM OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION GRATED FIELD INLETS AND SCOUR PROTECTION ALONG BED AND 200m3 DETENTION BASIN.  (EXP-4
UNITS 1-3 & UNITS 17-20. FOR BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG INTERCONNECTING DRAIN TO PROPERTY BOUNDARY. REFER FORMED WITH BLOCKWORK WALLS.
STORMWATER RE-USE FOR LANDSCAPING BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE SITE DRAINAGE TYP. DRG SW1.2 FOR DETAILS REFER DRG SW1.2 FOR DETAILS
ONLY, OVERFLOW TO EUMUNDI NOOSA OO Bo DETENTION BaSI
ROAD KERB + CHANNEL. 7 -
ePTits LOT 101
y 5 RP106085
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[==> =>4 é | [a 4 | | _, __ DETENTION
L_ VY Yi 2 BASIN A
- Up 4 | ya JOELL ELLE, | te O YL) | | i CONNECTION PONT. EXISTING PIT REPLACED ITH
| PROPOSED inlet Y) Z ; Ye ee ddd Ve s EW PIT & EXISTING 2256 BRANCH PIPE
, juss Y | Vy / 4] Z a INCREASED TO 3006
. . 4 IN ACCORDANCE WITH STORMWATER
Ne FFL:19.000 FFL: 15.050 M7 ry FFL: 14.000 Y FFL 13.460, FFL: 12.600 | MANAGEMENT REPORT BY SCG CONSULTING
/ | SHED | | ZL i, th ENGINEERS.
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bw = CPU A \ LOT 100
sw Sw. sw Sw. sw Sw: sw NX
Gas px Lot 81. (#91) <_RP106085
re FAL FALL RP71151 FAL x s HEAD WALL AND STONE
ees — AJ i. SCOUR PROTECTION
(— 1 we S- S >
2 a! ‘ a Ly PAVEMENT LEVELS AND BREAKS IN
| 2 _ Y ! q J S é KERBING TO PROMOTE OVERLAND
| | ! | YI | (le z a JL FLOWS INTO DETENTION BASIN
us | 2
Y 79°10'09" |] J \i\s |
t | ANG, | Le | & 4 = sw SW SW A PROPOSED BLOCK
z I 75o 10°35 ~~ === == BOUNDARY WALL
s / a} ) YL, 2 SW/EKMT-EE— SW/EX SE ‘SW/EX Sw/ex SW,
4 ° PROPOSED H 6.ff MIN : x
ca PROPOSED Ly | | a9 PROPOSED | | os
NTS | | i UNITS | ally Y be
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| | / i 2 mK “
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VASA L/S / Aa 2 | ‘ WA INTER-ALLOTMENT
SSSSLS | {GPX ely 2 bs . 7 DRAINAGE
99 4 Y
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FFL:16.600 py | yo Z ~ FFL15.000 “4 le Sr0s085 LOT 99 x
| HT Lot 1 (#93)/| Ooh 5
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al [Ex<]] ‘ 950'10'38a.963 Le — pw —— ew <i | ew —— pw —— ew —— ew Me ~~ —-—-___ /
& ae ae fae ae ser se oF or é v x
& / L [ OO _ fT — x KR ~~ Xx ' \ A
€ | Floor Level RL17.92 Flan taunt pio ae i |
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.
Cc THO6 /07 /08/09 REVISED 09.03.22
B BINS MOVED TO FRONT OF SITE 22.02.22
- THIS PLAN TO BE READ IN CONJUNCTION WITH A__| MAINTENANCE RAMP ADDED 11.02.22
STE PLAN PROPOSED STORMWATER DRAINAGE PLAN SCG CONSULTING ENGINEERS STORMWATER Revision | Description Date
, MANAGEMENT REPORT 31131(SWM) sre OR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawit ‘ight and t to be id duced without
LEGEND. ov cri end a al be used fee wt

 

DEBUILD T/A

C) S06

ABN 40 098 481 899

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com

 

Title:

SITE STORMWATER
DRAINAGE PLAN

 

Project

89-93 Eumundi Noosa Rd,

 

 

 

 

NOOSAVILLE
Date: May nA Drawn SR Design SR
| Fees, # 31131 -Swi.1| CJ