Revised Drawings SCG 31131-OPW-2022.061.01-Council RFI.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




                                Date:       Drawn                Design

                                 Checked:   Drg No.                        Rev.




           Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — At

 

www.dialbeforeyoudig.com.au ALL STORMWATE

SAY DIAL1100

BEFORE YOU DIG

 

  

 

 

 

 

HEIGHT DATUM

Lot 1 on RP130594 & Lots 80 &

81 on RP71151

Level Datum AHD

Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd

Drg No. 21215DET

 

 

 

 

BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.

 

 

 

BINS AREA.
PROVIDE DRAINAGE PIT FOR CONNECTION TO

 

R

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

4/125x75x4.0 RHS (GALV.)
LAID AT 1 in 100 MIN. INSTALL TO
NEW KERB ADAPTORS IN
ACCORDANCE WITH COUNCIL STD
DETAIL RS—081 & MAKE
FOOTPATH GOOD. TYPICAL.

 
 
 
  
  
 
 

15kL ALL CAST PRE CAST IN-GROUND
TRAFFICABLE STORMWATER RETENTION TANK
RECEIVE ROOF RUNOFF (ONLY) FROM UNITS 1-3
& UNITS 17-20. PROVIDE PUMP OUT FOR
IRRIGATION PURPOSES & BIN WASH DOWN.
WARNING SIGNS AT TAPS 'NON POTABLE’.

 

 

 

 

 

REAR OF TOWNHOUSES UNITS SET AT EXISTING SURFACE
LEVEL WITH A FORMED STONE PITCHED SWALE TO ALLOW
FOR OVERLAND FLOW TOWARDS BIO-RETENTION /DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
REFER SECTION B-B

REAR OF UNITS DRAINED VIA GRATED
FIELD INLETS AND INTERCONNECTING
DRAIN TO SITE DRAINAGE. REFER DRG
SW1.2 FOR TYPICAL DETAIL. SWALE
FORMATION FOR OVERLAND FLOWS
DIRECTED TO BIO/DETENTION BASIN

  
      

OVERFLOW WIER WALL AND
SCOUR PROTECTION ALONG
PROPERTY BOUNDARY. REFER

DRG SW1.2 FOR DETAILS

PROPOSED 60m2 BIO RETENTION

BED AND 200m3 DETENTION BASIN. (EXP—4)
FORMED WITH BLOCKWORK WALLS.

REFER DRG SW1.2 FOR DETAILS

  
  

 

 

 

 

 

 

 

 

 

   

 

SEWER MAIN. PROVIDE BUND SURROUND TO
DIVERT SW RUNOFF AWAY FROM AREA. REFER
TO HYDRAULIC CONSULTANTS DETAILS.

FRONT OF UNITS DRAINED VIA GRATED
FIELD INLETS AND INTERCONNECTING
SWALE DRAIN FORMATION FOR
OVERLAND FLOWS DIRECTED TO
DRIVEWAY

 

 

 

    

 

 

 

 

 

 

 

 

    

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

LEGEND

INDICATES EXISTING SURFACE CONTOURS
AND LEVELS TO AHD.

INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.

INDICATES SURFACE LEVEL (S.L.) AND INVERT
LEVEL (|.L.) OF ADJACENT STORMWATER PIT

49077

GD-200

F,
Alls

 

 

Sw

 

S.L. 12.50
LLL. 12.00

 

 

 

 

JP1

XI

— R-SW

 

450Sq STORMWATER JUNCTION PIT, PRE—CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY

400Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE & HEAVY DUTY GRATE WHERE IN
DRIVEWAY, POLY AND LIGHT DUTY GRATE WHER
IN LANDSCAPE AREAS, REFER DRG SW1.2 FOR
TYPICAL REAR OF TOWNHOUSE CONNECTION
DETAIL.

600Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY

crt

Ej 6r2

 

RW

600x900 GRATED FIELD INLETS, PRE-CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY

— SWALE +>

& GP3
y6r4

900Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE. WITHIN BIO/DETENTION BED, REFER
DRG SWI.2 FOR ORIFICE AND RAISED GRATE
DETAILS

 

 
  

  

OVERLAND FLOW

Qhoo - Qio = 12 L/s
Qatow = 215 L/s

 

  

 

 

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

 

RAMP. ww

    
   
    
    
 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROVIDE A SWITCH OVER VALVE TO MAINS WHEN LOT 79 STONE SCOUR LOT 101
TANK VOLUME IS BELOW 10%. OVERFLOW TO RP71151 ie» PROTECTION T
EUMUNDI NOOSA ROAD KERB + CHANNEL. . Ca is RP106085
SL 1550] | Ix Ix \ Lk a i@
LIL 14.85 1500 uPVC cei 1508-uPVC = gpy_ 1508 uPVC apy 1508 uPVC 7910'00" 95.916 _cp1 2250 uPVC gp ws 2258 uPVC, N pt. 2258 uPVC py Pt BLOCK R-WALL SL 1110] “4 e
px - —sSw— Spar — sar -S Waar =e SWF sa > — WS Seale 7 sl Swale = SiS sare gg S Wie nr Sg sar SW See gy wae 9 Wo Sear —— Si Eh anne ILL. 9.25 x x F
Pt t FAL &. SE — sue Sea
Pt rh ee | 7. __ [SE 150] J) betentron’ easin 2
Po p—-—-———————4—---—--—~-_4 LL. 10.20 (grassed beyond bi x
/ | | bed area fp
4 / Z Y LITTTTIT IZ. ] EXISTING INTER-ALLOTMENT DRAINAGE
Bf / WMI. WY OCOE Ls YA | Z CONNECTION POINT. EXISTING PIT REPLACED WITH
iy Z | = EW PIT & EXISTING 2259 BRANCH PIPE
/ TH104 | TH201 TH202 <TH203 TH204 : 2 we INCREASED TO 3008
/ . L / : CEE] = : s kz IN ACCORDANCE WITH STORMWATER
1 / Hit. Loe 1 ry FFL: 14.000 FFL: 15.400 FFL: 13.400 FFL: 12.600 | a bo) MANAGEMENT REPORT BY SCG CONSULTING
) HH] |i Fe = oT | - FPL: 13.850 FPL: 13.250 FPL: 13.250 Y FPL: 12.450 Oi ENGINEERS.
! rood TTT s . . Y ; L
APE a ie | I GC 4 STUBS FOR ROOF WATER = ==]
Ce rr Qiao = Qn = 34 L/s | | OVERLAND FLOW Ye 1 CONNECTION, REFER INTERNAL | BIO-BED 2258 COLLECTOR
t ut Lo AAA Re _ ,
er Qatow = 934 L/s as LLL, | | Qtoo — Qo = 64 L/s “7A HYDRAULICS CONSULTANT I PIPE SHOWN WITH 100¢
715.1. 16.000 b eee : x | | Qatow = 235 L/s if Le YO, |= + FOR DETAILS, TYPICAL. 4 SLOTTED BRANCH PIPE AT
J] \\-15.600 ? SBE AWN CS =] OE S ap S LI NM AR a y 1.0m CTRS INTERCONNECTING
| / FALL SL 15.750 / “o SL 148 S.L. 12.450
z 7 ay wL. 10. / FALL y -L. 14.860 ? f, Ut.
el _ FLOW MveRT HL 18.150 S FLOW INVERT 2250PVe.. 1. 13.900 a “Reg [IL 11.000 | fe HEAD WALL AND STONE
——~— sh 7 =.
§| FLOW INVERT | | _ sw i % | Ew: \ L 3000 uPVC =| IL: 11.020 SCOUR PROTECTION
Ss es eS re t 3 rower Sl RP106085
N Re) ys \ \S \ WF A 9 ~<
SS is ~~ = DSF \ OS ROH] SENe ~ PROVDE 25m WDE RAMP FOR
Noa tase] JF ILL. 12.200 “om
yosS le ~~ | Ir ! a oye Ls TY MAINTENANCE ACCESS INTO
A, GPt pat g
a \ Y GP1 gz Z, ‘ we & BIO/DETENTION BASIN
| TH401 a ww] 4 N. §
16.600 afro Ya A = 01 fo aw J
16-45 PA : ei “ FFL: 16.500 | L| ST] / ~ FFL: 15.000 | SLasé0 wa “ XN e PAVEMENT LEVELS AND BREAKS IN
: ! FPL:16.150 7“ i SN FPL: 14.850 | be? \ i KERBING TO ALLOW OVERLAND
| S - ahi ‘ELS | [EL 1220 I = Fi f FLOWS INTO DETENTION BASIN
% OVERLAND FLOW & [i L| OVERLAND FLOW 2 ey, 5 L/-—~—
oot Bz Qtoo - Qi = 19 L/s Oo | Quo = Qy = 15 L/s ON : SW/EX aM 53076 ‘SW/EX SW/EX sw/ex
i Qaow = 409 L/s | , 6.1m MIN) Qgtow = 215 L/s JA x
1H402 Hi Y | I es \ PROPOSED BLOCK
| | FFL:16.450 <1, FFL:15.000 «4 +2 LU x BOUNDARY WALL
| A FPL: 16.300 SL 14.800H4 “44° a) 2 se. & c
Ss 6.1m] MIN LU CP! h | IL 14.250 | EL 14.890 CPt | one
= te TN t |b J
ie L- EXISTING
| P2_ | 4 7) lL aH | K . INTER—ALLOTMENT
| j TH403 ew ! / cer 1} 99 \4 >
S.L. 16.250 GP1 \ TH303 ¥ Y DRAINAGE
eh a / FFL: 15.000 85 LOT 99 ¥
=: FPL: 16.300 Ve FPL: 14.850 «| Rl XN v \
= dN \2 Te, ! | \ RP106085 \
3| | | 1B | a \ \ ¥
=| | | a | ; \ \
| 4
| AL) | | . \ AX a
| ! FEL 16.450 ! TH304 Of x ALAN
2 VSL, “10. “4 Fal .
wit FPL: 16.300 FFL:15.000 | 2
4 im v J 6 * /
L— LI | SL. 16.400 77 AN J pe Bs 5 be
IL, 15.800 K& by J] fe x
RE oes a 1 a
— = O° 84.965 LL == -!- {E i
BP .
W x x _ x \ x
HATCHING INDICATES ROOF I | :

STORMWATER

TO BE DIRECTED TO

HARVESTING TANK.

200(W) GRATED DRAIN WITH HEAVY

DUTY GRATE.

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

NOTED OTHERWISE

INDICATES ROOF STORMWATER DRAINAGE
LINE TO HYDRAULIC DESIGNERS DETAILS.

INDICATES OVERHEAD ELECTRICITY

SUPPLY LINE

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT

LOCATION PRIOR TO WORKS

INDICATES EXISTING SEWER LINE

INDICATES POSITION OF RETAINING WALL

REFER EARTHWORKS DETAILS

INDICATES ALIGNMENT OF SWALE AND
DIRECTION OF FLOW, REFER TYPICAL

SWALE DETAILS

INDICATES OVERLAND FLOW CAPACITY
ASSESSMENT OF DRIVEWAY (Qio9 Yr 2100
FLOWS) USING MANNINGS. Qig FLOWS
DRAINED VIA UNDER GROUND PIPING

 

FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY

 

REAR OF UNITS DRAINED VIA
GRATED FIELD INLETS AN

 

INTERCONNECTING DRAIN TO
SITE DRAINAGE TYP.

 

SITE PLAN — SITE STORMWATER DRAINAGE PLAN

Scale 1: 200

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

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
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

 

KE

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

ROOF DRAINAGE
ROOF DRAINAGE BY HYDRAULICS CONSULTANT,
ROOF DRAINAGE FOR THOI-THO3, TH-17, TH-18,

APT-19 & APT-20 10 BE DIRECTED TO THE
15kL STORAGE TANK AT THE FRONT OF THE SITE,
THE REMAINING ROOFS TOP BE CONNECTED TO
SW PITS WITHIN THE DRIVEWAY

 

 

ALL GRATED STORMWATER PITS WITHIN DIVEWAY
TO BE FITTED WITH OCEANAGUARD GPT INSERTS

 

Revisions for Council RFI

01.06.22

 

Revisions for Council RFI

19.05.22

 

OPERATIONAL WORKS ISSUE

05.04.22

 

THO6/07/08/09 REVISED

09.03.22

 

Dojo /m)7

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.

 

DEBUILD T/A

he

) sce

Unit 1/11 Project Ave,
Noosa Heads

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

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

 

Title:

SITE STORMWATER
DRAINAGE PLAN

 

Project

89-93 Eumundi Noosa Rd,

 

 

 

 

NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
0 2 4 6 8 10 1-200 @ AT . Checked: Drg No. Rev
Tu 8
1400643 | Smee |) [S1131-SW1.1 | F.