Civil Plans SCG 31131-OPW-2022.04.05.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




                                Date:       Drawn                Design

                                 Checked:   Drg No.                        Rev.




           Rev. - 10.06.16


[OCR of page images]
 

 

DRAWING SIZE — At

 

  

 

www.dialbeforeyoudig.com.au

SAY DIAL1100

yy BEFORE YOU DIG

 

 

 

 

81 on RP71151
Level Datum AHD

Drg No. 21215DET

 

HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &

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

 

 

FRONT OF UNITS DRAINED VIA GRATED Va /

 

 

DISCREPANCIES 10 THIS Fl

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

 

 

BINS AREA.
PROVIDE DRAINAGE PIT FOR CON

SEWER MAIN. PROVIDE BUND SURROUND TO

DIVERT SW RUNOFF AWAY FROM AREA. REFER

TO HYDRAULIC CONSULTANTS DETAILS.

FIELD INLETS AND INTERCONNECTING \ /

SWALE DRAIN FORMATION FOR
OVERLAND FLOWS DIRECTED TO

DRIVEWAY

 

ALL STORMWATER

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

 

2/125x75x4.0 RHS (GALV.)

LAID AT 1 in 100 MIN. INSTALL TO
NEW KERB ADAPTORS IN
ACCORDANCE WITH COUNCIL STD
DETAIL RS—081 & MAKE

   

 
 
 
 

15kL ALL CAST PRE CAST IN-GROUND
TRAFFICABLE STORMWATER RETENTION TANK
RECEIVE ROOF RUNOFF (ONLY) FROM UNITS 1
& UNITS 17-20. PROVIDE PUMP OUT FOR
IRRIGATION PURPOSES & BIN WASH DOWN.

 

 

 

 

 

-3

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

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

OVERFLOW WIER WALL AND
SCOUR PROTECTION ALONG
PROPERTY BOUNDARY. REFER
DRG SW1.2 FOR DETAILS

   

   

PROPOSED 60m2 BIO RETENTION
BED AND 200m3 DETENTION BASIN.
FORMED WITH BLOCKWORK WALLS.
REFER DRG SW1.2 FOR DETAILS

 
  
  

 

 

 

 

 

 

   

 

   

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
  
 
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND

--777~ INDICATES EXISTING SURFACE CONTOURS

43077

F,
Alloy

 

S.L. 12.50

 

 

LLL. 12.00

 

 

i

rt

SB GP2

S&S GP3
B GP4

AND LEVELS TO AHD.

INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.

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

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

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

900Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE. WITHIN BIO/DETENTION BED, REFER
DRG SW1.2 FOR ORIFICE AND RAISED GRATE
DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FOOTPATH GOOD. TYPICAL. WARNING SIGNS AT TAPS ’NON POTABLE’. REFER SECTION B-B LOT 79 DIRECTED TO BIO/DETENTION BASIN
PROVIDE A SWITCH OVER VALVE TO MAINS WHEN LOT 101
TANK VOLUME IS BELOW 10%. OVERFLOW TO RP71151 ie
EUMUNDI NOOSA ROAD KERB + CHANNEL. iy as RP106085
SL 1550] |x Ie | xx _x Li
\—— -- - - LL 11.63
LE 1508 uPVC Pi 150d-uPVC P1508 uPVC GP : 1500 uPVC 79'10'00" 95.916 CPt 2250 uPVC. —s gpy_—sw* «2250 uPVC CPI. 2256 uPVC . — x
be / | , Mich Mort t j}-—----—— x VY
( / | . ; ys
< | 0 boost pope og =F | t—--j-------+4-+-------4 (| _, __ DETENTION 9 —
= “/ } 1 ! | A L Cle 4 2 PAS ’ ~~ EXISTING INTER-ALLOTMENT DRAINAGE
4 (oS : Cae ~ 0
| J LAL Z ‘, AK | YAMS AG CEL, Lora) \! CONNECTION POINT. EXISTING PIT REPLACED WITH
/ OS \ | DN JAX \ & EW PIT & EXISTING 2259 BRANCH PIPE
/ x THOT THO2 Mp THOS THO4 THOS THOS | THOT \ toe \ Z a /x INCREASED TO 3008
NECTION TO vot ‘ » FFL: 18.900 FFL: 15.500 FFL: 15.500 FFL: 15.050 L 5 r+ FFL:14.000 FFL:13.400 FFL: 13.400 RFI: 12.600 \ IN ACCORDANCE WITH STORMWATER
= ae ee K : FPL: 15.350 FPL: 14.90 . 1, Crp. 4 1. MANAGEMENT REPORT BY SCG CONSULTING
i ' bing-- : FPL: 15.750 FPL: 15.350: ‘19. PPLE TG. \ | FPL: 13.250 © FPL: 14.250 FPL: 14.250 FPN 12.450 © | ENGINEERS.
J Pr) pore slid dye NY \ OF ™ “, \ oe Zo NS
1 | [Pqe-ta fet | = Ge GH \ YA IN | LU fp Vike STUB FOR ROOF WATER a
Pl It } oth) es / . 5 P\ oI s YI CONNECTION, REFER INTERNAL |
\ 8 Sian SSI — oe soos fe \ F HYDRAULICS CONSULTANT |
Ye — Taste 16. PSH = = 9b 12 = — HE | F FOR DETAILS, TYPICAL. a
\ Lf Bf (15.600 1 ASSO UG ARENESS ENS IN) BA ale a fl Er
\ Ue ‘TKK hide zz} \ fate TSL. 15.750 / \ | & a IN zi iN + \ by) | Se 280
| /, ABs Z ron went IL. 15.130 \ Low WERT 2256 uPVC SX iq Zh oso wun” Ma xO i “ey i Soa “ HEAD WALL AND STONE
Ce kK —---g -S20SL | _ sw sw Sw: (aay gw SPS \ “ 3008 UPVO, wg, [tst.0205 SCOUR PROTECTION
| SFA IS] P3 \ sa ---— soi — a q==-== Oe FLOW INVERT. \ el CP 3 IL. 10.40
d S & se FLOW INVERT *—\ yr — _. oh -. CWSanmal Or ~4
/ . \os is \ SS ae ae 9 15013050 x \ \ v
© NOR - \ = PLL. 12.200 F\J= a
ey ‘ ba SS [ fl [ 200 NSP ya NS
5/5/61 YZ ‘ “a 4 cpl ~ ~~ bi pt ese |<
pf see _| LS> 5 X ae JA \ Pol Uf Ul Z
Ye — THI7 Y a MN a, _ “iy, ( \ Lew] 4A py] 7 | I PAVEMENT LEVELS AND BREAKS IN
FFL: 16.600 “i ry rf \ \ THOS ¢ N K | .
: , \ ys / J ¥ | fo FFL: 16.450 | \ SB]! SESS. FFL: 15.000 <1 | 1 >] a Ow a SY | / KERBING TO ALLOW OVERLAND
oe / FPL: 16.450 LY 4 FPE16.350 4 r} N {1 +40. JA [SL 12.45] |[I_- — pen] PS. SL. 12.45 %— FLOWS INTO DETENTION BASIN
Q Le / / ) \ | L 79°10 ob oN | ! > FPL: | 4.850 T LL. 11.63 JP1 i at a L > ILL. 11.63 l
J 2 f f al Un LE l Jl! ie Ly A I
‘s = T Rt T —=—J! vy 259°10' 352 ew ey
J 7 CPI ~ Be \| | \ a LI o AN Ly SW/EX ae SW/EX SWE sw/ex SW /eX
A : ro THI8 x N \ 4 Tu4 \ | L | \ tm Mill SOM J x
_f / FL: 16.600 vy » VAL THIO 4 / MX PROPOSED BLOCK
‘ | / i 2 Oh xX | | FFL: 16.450 <c is » FFL:15.000 4 / 1} 8 4 * > BOUNDARY WALL
/ KN ie Schock | A FPL: 16.350 opt iS. 14.800 FPL 44 (op Hl 7 RR ky, -
Burj MN __| SL, PY ic 14.250 hs) 3.390 Vo my | aN
Wi N —h | ~ \ Bi iv EXISTING
ite | = P2_| +16 | el qp2 KK a \ p | 9 K \ 4 yr, INTER-ALLOTMENT
\ of S.L. 16.250 . | GP1 1) 1 THI . \oP1 Ss 99 YY Y DRAINAGE
FFL: ise pede eli 15050)” S\ FFL:16.450 4 . 1g ~ FFL:15.000 “fl # SP 106085 LOT 99 <
FPL: 16.450 ! \ BT FPL:16.550 \3 FPL:14.850 “| EF Nap COX
| \= \ \ \ | \ RP106085 \
YLSAL LA LS \ A 1B | AN a \ Y .
=} | ia / A g \ \
| i\_ | V/ Lld4A Vi ef Z iM +e x
ZAR / DO
| \ dy THI6 \ I sl \ % \ I %e AY wn
x ] 3 is YALL, FFL: 16.450 | \ \ Fi \ THI2 1 \ al Z
||! WS 7 Xe tL FE 16.350 YR Fre 15.000 - | g
N XQ NA 7 Y
SAL —— — — Ly : S.L. 16.400 iw ! —— | ENO x /
Ss \ LL. 15.800 Ky N Egy ~ AL pe" be
Or \ GPI 2591035” B4.963 SO | ec le} -—-__
—— = ae F FS Te —_— —— —_———noo * 5 —_—_-~
f/f. . = x
¥ Ii RO _ — \ x
HATCHING INDICATES ROOF IF | \
STORMWATER TO BE DIRECTED TO
HARVESTING TANK. FINISHED SURFACE LEVELS REAR OF UNITS DRAINED VIA
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY INTERCONNECTING DRAIN TO
SITE DRAINAGE TYP. Dd OPERATIONAL WORKS ISSUE 05.04.22
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 ROOF_DRAINAGE | ALL GRATED STORMWATER PITS WITHIN DIVEWAY A__| MAINTENANCE RAMP ADDED 11.02.22
SHE PLAN SITE STORMWATER DRAINAGE PLAN SCG CONSULTING ENGINEERS STORMWATER ROOF DRAINAGE BY HYDRAULICS CONSULTANT, TO BE FITTED WITH OCEANAGUARD GPT INSERTS Revision | Description Date
=e NR Se Oe atid wae “=
15kL STORAGE TANK AT THE FRONT OF THE SITE, FOR APPROVAL
GD-200 200(W) GRATED DRAIN WITH HEAVY THE REMAINING ROOFS TOP BE CONNECTED 10
(O)SCOCOUTYY GRATE. ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SW PITS WITHIN THE DRIVEWAY DO NOT SCALE FROM THIS DRAWING
ONLY CONTRACTOR TO LOCATE ALL SERVICES The design and associated details contained on this and associated
PRIOR TO COMMENCING WORKS ON SITE. ALL drawings are copyright and are not to be used or reproduced without
sw INDICATES STORMWATER DRAIN PROPOSED SERVICES ARE TO BE PROTECTED IN the written permission of SCG Consulting Engineers.
AS NOTED MIN 1 IN 100 FALL UNLESS ACCORDANCE WITH THE AUTHORITY Unit 1/11 Project Ave,
NOTED OTHERWISE RESPONSIBLE FOR THE SERVICE PS Steg Noosa Heads
esw INDICATES ROOF STORMWATER DRAINAGE s snatsnso engin
LINE TO HYDRAULIC DESIGNERS DETAILS. 3 es web:www scg-engineers.com
———— _ INDICATES OVERHEAD ELECTRICITY Title:
SUPPLY UNE KEY SITE STORMWATER
INDICATES TELSTRA LINE APPROX
——__ T ——— EX. SWPT EXISTING STORMWATER PIT
ALIGNMENT, BUILDER TO CONFIRM EXACT RC. HW. REINFORCED CONCRETE HEADWALL DRAINAGE PLAN
LOCATION PRIOR TO WORKS EX. SMH EXISTING SEWER MANHOLE Project
E.0.B. EXISTING EDGE OF BITUMEN :
INDICATES EXISTING SEWER LINE K&Cc EXISTING KERB & CHANNEL 89-93 Eumundi Noosa Rd,
INDICATES POSITION OF RETAINING WALL NS.L, NATURAL SURFACE LEVEL
Rw ——_ REFER EARTHWORKS DETAILS FH, FIRE HYDRANT NOOSAVILLE
TP TELSTRA PIT Date: April 22 Drawn SR Design SR
INDICATES ALIGNMENT OF SWALE AND EP. ELECTRICAL POWER POLE pri
—— SWALE —f> DIRECTION OF FLOW, REFER TYPICAL KERB EXISTING KERBING otk eB te Checked: Drg No. Rev
SWALE DETAILS muuunr——A_r——1__j™1:200 @ Al} peg 5835
1:400 @ A3 A S Richardson J { J -SW1.1 D,