Tod Eng Part2 · OPW16/0021

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘5m LONG WIER (SPILLWAY) AT RL. 37.00

 

 

 

 

 

 

                        

  

 

 

  

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
         

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\ SPILLWAY
RL. 37.25 PATH TO POOL PLANT St;
— RL37.25 PATH TO POOL PLANT o_O TOP OF BLOCK WALL RL 37.20 7N@
x Up. RUNOFF PATH OF DISCHARGE
ON SITE DETENTION TWL 37.024 \ . ACe
aL 3700 ——
100 OUTLET FROM
FOOTING REINFORCEMENT DETENTION/BIORETENTION
AS DETAILED &y
= "Sty ON SITE DETENTION.
5 ss 8 Sup, TWL. 37.024 BLOCKWORK RETAINING WALLS
a
8 —_—= stn Soe, ACE awe eo some @100 uPVC SLOTTED PIPE, 10.0m LONG, 8B
Zz | 2\u SU, = Sen PLACED BELOW THE RL26,00 CONTOUR.
5 g|5 z Ae PROVIDE @40 x 75 LONG SLOTTED HOLES
2 2 5 AT 1200 CRS ALONG LENGTH OF PIPE.
5 RL 36,00 PLACE CAPS ON PIPE ENDS. PIPE LAID
aN | 9 — — — — — — —_ — — — — — — ON A 500 WIDE x 500 DEEP ROCK FIILED
7 —— 2 ~ INLET PIPES TO DISCHARGE TRENCH. 500
9 . INTO THE ON SITE DETENTION I
2 ~ BIORETENTION AREA. BASIN OVER THE CONCRETE
- T.W.L, 34.40 SURROUND TO MINIMISE
comin) REFER TO LANDSCAPE ARCHITECTS
300 ee ners DRAWINGS FOR DETAILS OF THE B.W.L. 2420 SCOUR DISCHARGE ARRANGEMENT DETAIL
~ STORAGE = 1.5m? neous
OR EQUAL TO. REINFORCEMENT (600 LAP) PLANTING WITHIN THE BASIN . 740 UNREDUGED AT AS
SHEP HEIGHT : 1:20 UNREDUCED AT AT
NOT TO SCALE RL 36.00
ON SITE DETENTION SECTION ~
TT QOUNREDUCEDATASSO~*~CS~*~“CS*~S 100 VERTICAL LOW FLOW OUTLET PIPE.
20 uNREDUGED ATA TOP OF VERTICAL PIPE AT RL 34.40 — RIP RAP ROCK PROTECTION. USE
VERTICAL REINFORCEMENT - i ™ 400-500mm GRANITE BOULDERS TO FORM
EACH SIDE OF JOINT ~ { \ SPILLWAY ANTI-SCOUR PROTECTION.
ON SITE DETENTION BWE'34.40 ~~ | )
sOINT LOCK 20.09 CONTROL _—_ > AF PETE ON TS Ba ON
JOINT BLOCK GROUND BEAM GB1 to =. 5 ~.
| OUTDOOR SHOWER AREA =
8 HATCHED AREA DENOTES 5m?
= OF 400mm DEEP FILTER MEDIA
FOR BIORETENTION. USE °
\ LOAMY SAND AS PER IPWEA :
ELASTOMERIC SEALANT \_ STANDARD DRAWING
EACH SIDE OF JOINT R16-400 GALVANISED DOWEL BARS WSUD-003 7 =
300mm DEEP OF 10mm FREE , *A
DRAINING GRAVEL AS PER foe a
CONTROL JOINT - V.C.J IPWEA STANDARD DRAWING
Ved. - WSUD-003
1:40 UNREDUCED AT Aa
1:20 UNREDUCED AT AT 100 uPVC SLOTTED INFILTRATION PIPE
FOOTING STEPS TO WITH 150mm OF COVER IN 10mm FREE “
JOINTS TO BE PROVIDED AT 8000 MAX. CRS TYPICAL U.N. SUIT EXISTING DRAINING GRAVEL.
o GROUND SLOPE. FILTER CLOTH AS PER IPWEA
BUILDER TO STANDARD DRAWING MASS CONCRETE SURROUND
DETERMINE ON SITE. WSUD-003,
POOL DECK
ON SITE DETENTION TWL 37.024
eid 7 HAND DIG TRENCH FOR @100 DISCHARGE
PIPE. ALIGNMENT TO BE DETERMINED IN .
4 CONJUNCTION WITH COUNCILS
REPRESENTATIVE,
50 COVER TYPICAL |
7 i BOUNDARY AT WALL No2
290
| (190
] i
=
N16-200 BOTH FACES era 2 fe
HORIZONTALLY § I _ ON SITE DETENTION TWL 37.024
7 g i
N16-200 BOTH FACES 8 ; 50 COVER TYPICAL
VERTICAL 8 rit
6 2 i
6 5
4 & = i ea N16-200 HORIZONTALLY
& 2
$
N16-200 STARTER BARS 4 z Hat
BOTH FACES LAP 1000 3 i 116-200 VERTICAL
WITH MAIN WALL 8 Ll
REINFORCEMENT. COG o |
300 INTO FOOTING u i
< iW N16-200 STARTER BARS 8 N16 BARS WITH N12-300 LIGS.
— IN > LAP 1000 WITH MAIN COG THE 8 N16 BARS INTO MAIN
1 Hau WALL REINFORCEMENT. WALL FOOTING 450mm,
i COG 300 INTO FOOTING
ay 1 ly __ N16-200 TOP AND 300
zy 4 tI BOTTOM
t.00 a N16-200 TOP AND —— 3 it YS
BOTTOM : B1 BEYOND
SCREW PILES S i G Ol
I ™ 3 ——
RV1 219x 8.2 GALV AND EPOXY PAINTED SCREW PILE I & 8 Tt | __N12-300 TOP AND
MINIMUM 8m DEEP 30T SWL. CONC. FILL > 3 + BOTTOM
N12-300 TOP ° ° = °
RV2 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE AND BOTTOM 4 8 8 3 GB1
“ MINIMUM 6m DEEP 60T SWL. CONC. FILL .
/ ~ + 3 N16-200
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED £ 2 N12 BARS
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL 16-200
RC RAKE AT 1 IN 1 - 219 x 12.7 GALV AND EPOXY PAINTED SCRI 2.N12 BARS ~ el
MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL Rt Tl RETAINING WALL No2 DETAIL
[ov J Re
PPR RETAINING WALL No3 SIMILAR
“180 UNREDUCED ATAS
ON SITE DETENTION BASIN FOOTING PLAN RETAINING WALL No1 DETAIL 4 TZ UNREDUGED AT At
7-100 UNREDUGED AT AS oO oo
{180 UNREDUCED AT At 140 UNREDUCED AT A 120 RV1
Rv1
COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Tile Scale [Sheet Size|
UNIVERSAL PROPERTY AVENESS _|S.PRYSTUPA _|PROPOSED NEW RESIDENCE AT STORMWATER BASIN AS SHOWN! at
Designed Verified
COMPANY H. GRAY s.prystupa _|71 SEAVIEW TCE, SUNSHINE BEACH DETAILS Drawing Number
. Pi
ESTABLISHMENT engineers & project managers Approved RPEQ No RDP RPA97117 14517-OP32
Noosa: 07 sea 9600 S.PRYSTUPA 1137 LOCAL AUTHORITY NOOSA
sin ca ag Signed Dae MeO APPROVAL see HORWZ DATUM Gboea¥eDocos Shoat Rion
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