SCG 31131-C-2022.02.24.pdf

     .26
  15
 WM
WM




                                                                                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 — At

 

  

 

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SAY DIAL1100

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43.07

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ALL STORMWATER

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

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND

INDICATES EXISTING SURFACE CONTOURS
AND LEVELS TO AHD.

INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.

STORMWATER JUNCTION PIT

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

 

 

 

KE
EX. SWPT
RC. HW.
EX. SMH
E.0.B.
K&C
N.S.L.
FH.
TP
EP.
KERB

Floor Level RL17.92

EXISTING STORMWATER PIT
REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL

FIRE HYDRANT

TELSTRA PIT

ELECTRICAL POWER POLE
EXISTING KERBING

 

Flanr laval DI a7 44

  
    
 

x
|

FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO

FALL TOWARDS DRIVEWAY

SITE PLAN — PROPOSED STORMWATER DRAINAGE PLAN

Scale 1: 200

 

x

REAR OF UNITS DRAINED VIA
GRATED FIELD INLETS AN
INTERCONNECTING DRAIN TO
SITE DRAINAGE TYP.

 

THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT REPORT 31131(SWM)

 

—

 

 

 

  

Rev B
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 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 SWI.2 FOR DETAILS REFER DRG SW1.2 FOR DETAILS
ONLY, OVERFLOW TO EUMUNDI NOOSA OVERLAND FLOWS DIRECTED
ROAD KERB + CHANNEL. LOT 79 TO BIO-DETENTION BASIN
° LOT 101
RP71151
y ; RP106085
ve | |
wit 9 Wateh teeter |x x \ ee _
Jf Power “ep WM g ot o® es we a 79°10°00” oe oe a —a
ES TL T I
: lg J ‘e SW: BS‘. Se =sw— a * sw SopeW : sw =e T Sw a3” XI BLOCK RWALL
‘S ‘3 OOoO005 l Hh ononon., .
Ig A \ i LET «a
/ aff COCO) eee | é Po PE a= ---p—  ----- 4 | | _, __ DETENTION
wv VT, YT | OU : TTT 2 BASIN fo
é OS a SIT7, Uf a 1, Wi V0 Lot 80 (#89) “y | = EXISTING INTER-ALLOTMENT DRAINAGE
oy SEAT 4 On, VL, ON Re71 REDBGSED. VLLL LE) | - CONNECTION POINT. EXISTING PIT REPLACED WITH
| PROPOSED inet YA «UNITS ZZ | S EW PIT & EXISTING 2259 BRANCH PIPE
/ 5 HTS “4 / by é 4 a INCREASED TO 3009
= . : . 4 , LAS - 14 IN ACCORDANCE WITH STORMWATER
¢ a FFL: 15.000 “y , FFL:19.000 FFL: 19.050 “/F ry FFL: 14.000 / FFL AQ0 FFL:12.600 14 | MANAGEMENT REPORT BY SCG CONSULTING
& fer) || [E=Bi / L SHED Y | ‘ : Y yy / , \“ ENGINEERS.
¢ | | ! Y A Z Yj J
| fp Vie YA | iy f Me “i, \ ae
1 ‘| / 74 | | 7 Y A |
- 9110l08" T Wj YA |
= + ’ — {| ab go I zl CL] =F f Al f f S
“_— ae _s ss = Ls 4 - O08 : a 4 . Yj |
16.14 3 FA F, oft x
sw Sw. sw Sw. sw Sw: sw XY ,
Tox meter (en) ~_RP106085
phe FNL FALL RP71151 FAS <x x HEAD WALL AND STONE
—EE Ss le SCOUR PROTECTION
VITO ——=T : S KY,
Y 2 ul | 4 a fe PAVEMENT LEVELS AND BREAKS IN
F } 2 Y q J S é KERBING TO PROMOTE OVERLAND
/ t I =
) | | Oe | (le z a JZ FLOWS INTO DETENTION BASIN
/ 7 79°10°09” a Sa | #1 ‘
t ANG, l | J | % 4 = sw SW SW A PROPOSED BLOCK
z I 750 10°35 ~~~ =~ BOUNDARY WALL
> \ o| G4 LL 2 SW/EEMT—EE— SW/ex——_"SW/EX SW/EX sw,
no Y 5
PROPOSED ATA | zat \ | UNIS | | i UX [
UNITS | | | ll Ips Y zm
| : | ely * x “
Kg ! Bim MN | a, ] Ty ew aN EXISTING
——— | aw VN T 4 —
SSSSS SL VASSAL AA LAA z 0 | ‘ L INTER-ALLOTMENT
i! Fopx | {| GPX ety K DRAINAGE
FFL: 16.600 Ce ! Hl ! Y, 210. t | : x SP1060g5 LOT 99 <
| | iT Lot 1 (#93)/| B Sp) \
dyppipipiisitiiD zl | z a ? RP130s04 | ar \ RP106085 Ny
Yo - _ | Z| | =| ZS, | 4 \ \
é V/ Uist, it i | z | fy a| f° Be
/ , | ia 7 | So A \
gy Y) |} | | if x pal . U®
$ V, “yy iyi | | iV | & | | x ALIN
J We ——_| 7 | | PY | | 4 ~
| | es | Ba Uy “H | NI ¥
/é Ws i vw i & L 3 ! LD pppype @ Ill:
- MLL, DULL LLL L KLE x
ge G LoRw ——RW ——RW ——RW RW ——RW ——RW ——RW ——RW RS FW STi — RW bs) a | a
Or = & 259'10'35" 44.963 i — aw —— ew SK | ew —— Rw —— ew —— ew Me p> -
LP a? er en oe oF é v

 

 

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

 

 

 

 

Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May 21 Drawn SR Design SR
1:400 @ A3 : S Richardson # 5113) -SW1.1 B.

 

 

 

 

 

 

B BINS MOVED TO FRONT OF SITE 22.02.22

A MAINTENANCE RAMP ADDED 11.02.22
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.

C) S06

Title:

SITE STORMWATER
DRAINAGE PLAN

 

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 299

DEBUILD T/A