Tod Eng Part2 · OPW16/0021

Page 2

 

 

6m SETBACK

sb

 

GUEST SUITE

ENTRY

 

      

BOUNDARY

 

 

 

BEDROOM

 

 

 

 

 

 

 

 

LAUNDRY

 

 

  

ALEVELO1 _48000

 

 

 

 

EXISTING
POOL

 

 

 

 

RL VARIES. REFER PLAN

 

 

ZONE BOUNDARY

 

 

 

 

 

 

WET RECREATION

 

 

 

   

CONTIGUQUS PILES

 

BASEMENT _40800

 

 

 

 

 

 

 

 

 

 

V RL 40.00

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CONTIGUOUS PILES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

  

 

 

 

 

 

 

 

 

 

 

| L
POOL ’ _ — 4b POOL PLANT
| ro Z q
_ _ oe fe Bb _ _ [| _ _ _ _ i _ _ fire _]iRw _ _ POOL PLANT_37250
| : : ZZ RL 36.50
NATURAL | a
SURFACE i]
LEVEL |
er SECTION (X\
>
‘zoounreouceoatas ~— \ P28,
11100 UNREDUCED AT At
Rv2 RV2 RV2
RT
RC
RV2 x z
RV2 i 8
'§ ® EXISTING
__ POOL
52550____ROOF _ _ _ _ _ = — - _ _ _ _
TY
49550___LEVEL 02 _ _ _ _ _ _ _ _ _ _ _ _
F \
SCREW PILES : = = z L
RV1 219x8.2 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 8m DEEP 30T SWL. CONC. FILL — ~
= o
RV2_ 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE LIVING a a
MINIMUM 6m DEEP 60T SWL. CONC. FILL - , o
- 4 Q
RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE a a 8
MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL 49000 _LEVEL OF — — = = = a= — — — 5 _ 4 _ _ a RL VARIES. REFER PLAN
i : = x = HS =
RC RAKE AT 1 IN 1 - 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE z Tf. ra
MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL a 2 Tih] °
- x
_— LOUNGE ne !
_BASEMENT — _ | g_ _ _ _
ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m a
BELOW A 27° LIINE PROJECTED FROM THE BASE OF THE SLOPE, AND I 2
AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL. NATURAL fn sg —¥™ RL 40.00
SURFACE v t e
THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING LEVEL é
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE 8
LAYERS. 37250 _POOL PLANT _ _ _ _ _ _
SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING PROVIDE 6 x RV2 SCREW PILES
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO UNDER STORMWATER TANK
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16 PROVIDE 4 x RV2 SCREW PILES
UNDER RAINWATER TANK
Sees — \OP28
RV2
Associated Consultants Client Drawn Verified Project Drawing Title Scale |Sheet Size]
This drawing is subject to
copytightin accordance withthe nra UNIVERSAL PROPERTY A.VENESS S.PRYSTUPA _!PROPOSED NEW RESIDENCE AT BUILDING CROSS SECTIONS |~s SHOWN! A1
agreement between Tod esignes ‘erifiec
Seamer ances g COMPANY H.GRAY Ss prystupa_|71 SEAVIEW TCE, SUNSHINE BEACH Orang Number
lent. This drawing shall only architects | .
Used for this specific project. lanners ESTABLISHMENT engineers & project managers © ORYSTUPA 137 No RDP RPA97117 14517-OP29
This drawing shall not be used Sunshine Coast: 076528 S180. Mackay 07 4840 2387 eC apeROWt Meooue °| 0 0 0 4 80 60 Sheet Revision|
for until marked as. ‘Noosaville, QLD 4868 Signed Date MCU APPROVAL 14/0084 HORIZ DATUM. MGA-DERIVED DCDB
‘issued for cons A_|27.1.16| OPERATIONAL WORKS APPROVAL AN. ‘[email protected] —_www.todconsulting.com DECEMBER 2015 ROL APPROVAL VERT DATUM AHD = AHD-PM103003, Dbl) 8 of 1 2 A
revision description Rev| Date [Revision Descripti Drawn ABN 39 128 805 396 OPW APPROVAL RL 41.410 MEASUREMENT BAR -INOREMENTS IN mm

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

 

50 DIA. HOLE TO
PILE WITH 1000 LONG
N32 TIE BAR TO BEAM

50 DIA. HOLE TO
PILE WITH 1000 LONG
N32 TIE BAR TO BEAM

       

         

pe “oy
2 COATS INTERGARD

278 HIGH BUILD EPOXY
PAINT TO PILE

/
{

2.No. N32 BARS ye
10.0m LONG a POP
COG 600 INTO BEAM

     
        
    

 

ay
GROUND GROUND
BEAM

BEAM

 

 

 
 

' 2.No, N32 BARS
2 COATS INTERGARD

10.0m LONG

7 ——]1 278 HIGH BUILD EPOXY _ COG 600 INTO BEAM
2.75 PAINT TO PILE

 

CONCRETE FILLED
GALVANISED STEEL

CHS SCREW PILE (REFER
TO PILING LEGEND

FOR SIZE, DEPTH AND
SAFE WORKING LOAD )

TYPE VERTICAL
SCREW PILE

TYPE VERTICAL
SCREW PILE

 

 

 
 

CONCRETE FILLED
| GALVANISED STEEL

CHS SCREW PILE (REFER
TO PILING LEGEND
FOR SIZE, DEPTH AND
SAFE WORKING LOAD )

TYPE RAKING TENSION SCREW PILE (RT)

NOT TO SCALE

 

TYPE RAKING COMPRESSION SCREW PILE (RC)

 

NOT TO SCALE

NOTE:

WHERE POSSIBLE MAINTAIN
ALL EXISTING VEGETATION

 

    
           
         

 

 

 

 

 

   

 

 

 

 

COG 200
i

 

50 DIA. HOLE TO
PILE WITH 800 LONG

N32 TIE BAR \

 

250

 

BEAM

 

2000
EPOXY PAINT

 

 

 

 

 

j— | GROUND

2.0m LONG N32 BAR
COG 200 INTO BEAM

Is —— 2 COATS INTERGARD
278 HIGH BUILD EPOXY
PAINT TO PILE

 

ALL VERTICAL AND RAKING SCREW PILES SHALL FOUND AT LEAST 5m
BELOW A 27° LIINE PROJECTED FROM THE BASE OF THE SLOPE, AND
AT LEAST 7.0m BELOW ORIGINAL GROUND LEVEL.

THE SCREW PILING CONTRACTOR MUST ALLOW FOR PRE-BORING
WHERE NECESSARY TO PENETRATE WEATHERED SANDSTONE
LAYERS.

SCREW PILES ARE TO BE DESIGNED AND INSTALLED BY THE
CONTRACTOR TO SAFELY WITHSTAND THE SPECIFIED SAFE WORKING
LOADS, AND CERTIFIED BY AN EXPERIENCED RPEQ ENGINEER, WHO.
SHALL PROVIDE APPROPRIATE FORM 15 AND FORM 16

 

 

 

CONCRETE FILLED
GALVANISED STEEL

CHS SCREW PILE (REFER
Fj TO PILING LEGEND

FOR SIZE, DEPTH AND
SAFE WORKING LOAD )

SCREW PILES :

RV1 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE

MINIMUM 8m DEEP 30T SWL. CONC. FILL
RV2_ 219x 12.7 GALV AND EPOXY PAINTED SCREW PILE
MINIMUM 6m DEEP 60T SWL. CONC. FILL

RT RAKING AT 1 IN 2.75 - 219 x 8.2 GALV AND EPOXY PAINTED SCREW PILE

MINIMUM 12m LONG SWL = 60T TENSION. CONC. FILL

RC RAKE AT 1 IN 1 - 219 x 12.7 GALV AND EPOXY PAINTED SCREW PILE

MINIMUM 12m LONG SWL = 80T COMPRESSION. CONC. FILL

TYPE VERTICAL SCREW PILE (RV1, RV2)

 

           

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

EXISTING
GROUND SLOPE | NOTTO SCALE
PILING CONSTRUCTION
EXTEND PILE REINFORCEMENT eae
\
| Nom. 200 7K \
| CRUSHED ROCK 77S 7S
/ 2 \
/ MAX. NI \
{ \gepere rere SLOPE Z
TEMPORARY SANDBAG >
RETAINING OR APPROVED & 200 >t T
EQUIVALENT. 3
LOTS 3 BACKFILL WITH \
2 LAYERS A39 Note 8 CONCRETE ( OBTAIN
BIDIM GEOFABRIC | NEIGHBOUR'S se GROUND BEAM / WALL
BENCH FIL WHERE POSSIBLE MAINTAIN PERMISSION ) 7 PILE CAP BEAM
| INTO SLOPE ALL EXISTING VEGETATION GONGRETE ScOUR So
i EXISTING ~
| | EXISTING BLOCK WALL PROTECTION 27° SAFE ANGLE FROM
2 LAYERS A39 GROUND SLOPE _-—— CONTINUOUS 400 HIGH TZ BASE OF SLOPE AT BEACH
BIDIM GEOFABRIC BLOCKWORK WALL TO 2 ~ J
FORM OVERLAND FLOW = art ~
TABLE DRAIN WITH CONCRETE 5 u foo
ACCESS TRACK EXISTING SOIL SCOUR PROTECTION 3 q
ee PROFILE CONTINUOUS 6 z
TYPE TEMPORARY CONSTRUCTION PILE CAP BEAM é &
NOT TO SCALE DECORATIVE ROCK FACE g =
9450 a
e Pe 2 450
450 REINFORCED CONCRETE @100 SLEEVED AGI LINE 6 @100 SLEEVED AGI PIPE & PILE
CONTIGUOUS PILES. REFER VERTICAL WALL DRAINAGE ° | a DISCHARGE INTO GRATED DRAIN 2
PILING DRAWINGS SET FOR PLACED AT 1500 CRS MAX. AND wu & 5
FURTHER DETAILS. PINNED IN PILE GAPS, DRAINING E DRIVEWAY SLAB 5
INTO GRATED DRAIN. & kK a
2 * 6
8 ROL, &
o | a &
z a
=
1 450
TYPICAL 0450 CFA
GROUT REPLACEMENT PILE
SL81 GALVANISED MESH WITH 50mm MIN. COVER. DECORATIVE ROCK FACE Nor TO scate
FIX TO PILES WITH GALVANISED 10mm PINSAT 500
CRS VERTICALLY ALONG EACH PILE.
CFA PILE DRAINAGE DETAIL
140 UNREDUCED AT Aa
4:20 UNREDUCED AT AY
‘Associated Consultants Client Drawn Verified Project Drawing Title Scale [Sheet Size|
ce oe nra UNIVERSAL PROPERTY A.veNess __|8.PRYSTUPA__|PROPOSED NEW RESIDENCE AT CONSTRUCTION DETAILS = |as sHOWN| A1
agreement between Tod signe jerifie
Sera nents g COMPANY H. GRAY sprystura_|71 SEAVIEW TCE, SUNSHINE BEACH Sraning Nba
client. This drawing shall only hitects | ,
Used for this spectc project. planners ESTABLISHMENT engineers & project managers © ORYSTUPA 137 No RDP RPA97117 14517-OP30
is drawing shall not be use "Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
scr shat vue Seti con hay so Signed Dae MeO APPROVAL sea HORWZ DATUM eboea¥eDocos ou» » «ww Set Rois
‘issued for cons ‘A_|27.1.46| OPERATIONAL WORKS APPROVAL AY. reception toccorsulin.com ntodconsuting.com DECEMBER 2015 | ROL APPROVAL VERT DATUM AHD —AHD-PM103003 ee ee eee ee 9 of 12 A
revision description Rev] Date [Revision Descripti Drawn AON 59 128 608 396 OPW APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

STORMWATER DRAINAGE

4, ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB
SPECIFICATION TO THE STANDARDS OF NOOSA COUNCIL, AND TO THE
APPROVAL OF THE ENGINEER.

2. THE CONTRACTOR IS TO LOCATE AND LEVEL ANY EXISTING SERVICES
BEFORE COMMENCING WORK AND IS TO REPORT ANY DISCREPANCIES
TO THE ENGINEER BEFORE PROCEEDING.

3.STORMWATER PIPES ARE TO BE THE SIZE AND CLASS SHOWN ON THE
PLAN AND UNLESS OTHERWISE SPECIFIED TO BE MIN. CLASS "2" PIPE IN
AMIN. CLASS "B" BEDDING. ALL PIPES ARE TO BE RUBBER RING
JOINTED. THE TYPE OF PIPE PROPOSED TO BE USED SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER.

4. UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL STORMWATER
DRAINAGE WORKS ARE TO BE IN ACCORDANCE WITH THE QUEENSLAND
DEPARTMENT OF TRANSPORT SPECIFICATION MRS11.03 (DRAINAGE,
RETAINING STRUCTURES AND PROTECTIVE TREATMENTS).

5. ALL STORMWATER PIPES ARE TO BE APPROVED BY THE ENGINEER
PRIOR TO CONSTRUCTION.

 

BIORETENTION/ONSITE
DETENTION BASIN. REFER
ADJACENT PLAN DETAIL.

 

   
            

 

HAND DIG TRENCH FOR DISCHARGE
PIPE, ALIGNMENT TO BE DETERMINED IN
CONJUNCTION WITH COUNCILS
REPRESENTATIVE.

 

 

 

 

     

  

     
      

 

 

kw

/ SHOWER
AREA

9375 INLET F

 

Z
SURFACE
WATER
OVERLAND /

 

~~ PREPARED BY FLOTH. REFER TO THEIR: —
DRAWING-SET-15252:H-02-002 TO 005 a —
~___ISSUE C FOR FURTHER INFORMATION. —

       

  

BY FLOTH. REFER TO-THEIR DRAWING
-SET 15252-H-02-002 TO 005 ISSUE C
FOR FURTHER INFORMATION.

FLOW PATI

      

  
          

 

 

= FROM DESIGN

 

 

  
 

  

 

STORMWATER PLAN

1500 UNREDUCED AT A3
1:250 UNREDUCED AT At

        

=>

    

   

>

 

SURFACE | WATER OVERLAND..| FLOW PATH

j

 

 

STORMWATER TANK FROM DESIGN .
PREPARED BY FLOTH: REFER TOTHEIR
DRAWING SET 15252-H-02-002 TO 005 —~
ISSUE C FOR FURTHER INFORMATION.

 
 

 

 

  

 

  
 
 

 

 

_- RAINWATER TANK EROM DESIGN--—~
PREPARED BY FLOTH. REFER TO THEIR
DRAWING SET 15252-H-02-002 TO.005——

~~ ISSUE-C FOR FURTHER INFORMATION.

 

‘TABLE DRAIN PLACED BEHIND PILING ARRANGEMENT TO COLLECT ADJACENT
OVERLAND FLOW. DIRECT OUT PAST LINE OF PROPOSED SERVICE STRUCTURE.

 

 

 

    

 

  

 

100 uPVC SLOTTED PIPE, 10.0m LONG,
PLACED BELQW THE RL26.00 CONTOUR.
PROVIDE @40 ¥75 LONG SLOTTED HOLES
AT 1200 CRS ALONG-LENGTH OF PIPE.
PLACE CAPS ON PIPE ENDS. PIPE LAID

ON A 500 WIDE-x 500 DEEP ROCK’

 

WATER-
~ “OVERLAND
FLOW PATH

BOULDERS TO FORM
‘SPILLWAY ANTI-SGOUR

_-PROTECTION.

 

MASS CONCRETE SURROUND.

5m LONG WIER (SPILLWAY) AT RL 37.00

RIP RAP ROCK PROTECTION. USE
400-500mm GRANITE BOULDERS TO FORM
SPILLWAY ANTI-SCOUR PROTECTION.

100 uPVC SLOTTED INFILTRATION PIPE
PIPE PLACED BELOW THE FILTER
MATERIAL EMBEDDED IN 10mm FREE

 

 

HATCHED AREA DENOTES 5m?
OF 400mm DEEP FILTER MEDIA
FOR BIORETENTION,

 

                   

                              

SPREAD WATER FROM TABLE DRAIN AND OVERLAND FLOW OVER PILE CAP.
CONSTRUCT PILE CAP AT NATURAL SURFACE LEVEL

 

ON SITE DETENTION.
T.W.L. 37.024

REFER TO LANDSCAPE ARCHITECTS
DRAWINGS FOR DETAILS OF THE
PLANTING WITHIN THE BASIN.

 

B.W.L. 34.40
STORAGE = 52m?

 

 

 

BLOCKWORK RETAINING WALLS

TIMBER SLEEPER WALL

 

 

BIORETENTION AREA.

T.W.L. 34.40
BW.L. 34.20

STORAGE = 1.5m?

 

  

 

DRAINING GRAVEL.

     

      

ETENTION

DETENTION/BIOR'

 

 

  

 

DISCHARGE ARRANGEMENT PLAN

1:200 UNREDUCED AT A3
49100 UNREDUCED AT At

ON SITE DETENTION/BIO-RETENTION

~_35.00-—

         

                       

 

 

 
 

9375 INLET PIPE FROM DESIGN
PREPARED BY FLOTH. REFER TO THEIR
DRAWING SET 15252-H-02-002 TO 005
ISSUE C FOR FURTHER INFORMATION.

 

INLET PIPES TO DISCHARGE INTO THE ON SITE
DETENTION BASIN OVER THE CONCRETE
~~~. SURROUND TO MINIMISE SCOUR

 

100 VERTICAL LOW FLOW OUTLET PIPE. ~
TOP OF VERTICAL PIPE AT RL 34.40

 

&
e

BASIN PLAN

1:200 UNREDUCED AT AS
4400 UNREDUGED AT At

DENOTES FINISHED SURFACE LEVEL.

BIORETENTION NOTES:

1, BIORETENTION MEDIA SPECIFICATION SHALL BE IN ACCORDANCE WITH THE FACI
“GUIDELINES FOR SOIL FILTER MEDIA IIN BIORETENTION
BIORETENTION HYDRAULIC CONDUCTIVITY SHALL BE IN ACCORANCE WITH

FOR ADVANCING BIOFILTRATION

 

THE FACILITY

. MEASUREMENT OF HYDRAULIC CONDUCTIVITY”,

 

TESTED SHALL

                 

REFER TO THEIR
DRAWING SET

_INLET PIPE FROM DESIGN
PREPARED BY FLOTH.

15252-H-02-002 TO 005

ISSUE C FOR FURTHER

_ INFORMATION.

STEPS DOWN TO
POOL PLANT

 

 

Y

FOR ADVANCING BIOFILTRATION “PRACTICE NOTE 1: IN SITU

THE NUMBER OF SAMPLES TO BE

BE IN ACCORDANCE WITH THE “WATER SENSITIVE URBAN DESIGN

8.00 AND WETLANDS” (WATER BY DESIGN).

\ EQUIVALENT, 0.5%

CONSTRUCTION AND ESTABLISHMENT GUIDELINES - SWALES, BIORETENTION SYSTEMS

2. UNDER-DRAIN: SLOTTED RIGID PIPE (uPVC OR SIMILAR TO AS 2439.1) OR APPROVED
MIN. GRADE. PIPE JOINS SHOULD BE GLUED USING PLUMBINIG

\ CEMENT. PIPE SHOULD NOT BE INSTALLED WITH A FILTER SOCK SURROUNDING PIPE.

 
 

™ REQUIREMENTS

 

 

~ UNDER-DRAINAGE PIPES SHALL BE SEALED
APPROVED WATERTIGHT SEAL.

3. REFER TO PROJECT DRAWINGS FOR VEGETATED BATTER SLOPES (1 IN 3 MAX, 1 IN 4
TYPICAL) AND BATTER TOPSOIL REQUIREMENTS.

4. FILTER CLOTH - NON-WOVEN GEOTEXTILE. FILTER CLOTH NOT TO BE PLACED BETWEEN

ANY FILTER LAYERS. IMPERVIOUS LINER MAY BE REQUIRED SUBJECT TO SOIL TESTING

INTO PITS USING GROUT OR OTHER,

IN ACCORDANCE WITH THE “WATER SENSITIVE URBAN DESIGN

TECHNICAL DESIGN GUIDELINES” (WATER BY DESIGN).

5. BASIN FINISHED SURFACE LEVEL IS TOP OF FILTER MEDIA. SURFACE TO BE MULCHED.
AND PLANTED AS PER LANDSCAPE DRAWINGS.

6. CONSTRUCTION TOLERANCES AS DOCUMENTED IN THE “WATER SENSITIVE URBAN
DESIGN CONSTRUCTION AND ESTABLISHMENT GUIDELINES - SWALES, BIORETENTION
SYSTEMS AND WETLANDS” (WATER BY DESIGN) MUST BE ACHIEVED.

GECHNICAL DESIGN GUIDELINES” (WATER BY DESIGN).

8. ALL DIMENSIONS ARE IN MILLIIMETRES UNLESS OTHERWISE NOTED.

7. REFER LANDSCAPE DRAWINGS FOR PLANT SPECIFICATION. PLANT SPECIFICATION AND.
DENSITY SHALL BE IN ACCORDANCE WITH THE “WATER SENSITIVE URBAN DESIGN

 

 

 

 

‘This drawing is subject to

 

‘copyright in accordance with the
agreement between Tod

 

Consulting pty Itd (tc) and tc’s

 

client. This drawing shall only be

 

Used for this specific project.

 

 

‘This drawing shall not be used
for ion ui

 

  

"issued for constructor 27.1.16| OPERATIONAL WORKS APPROVAL AY.

 

revision description,

 

Date [Revision Descri Drawn

 
 

 

 

 

 

 

‘Associated Consultants

nra
architects
interiors

 

 

 

Client

UNIVERSAL PROPERTY
COMPANY
ESTABLISHMENT

 

engineers & project managers
‘Noosa: 07 5449 9600
‘Sunshine Coast: 07 §329 3190. Mackay: 07 4840 2397
LD 4568
[email protected]  www.todconsuling.com
"ABN 39 128 605 336

   

 

 

 

 

 

Drawn Verified
A. VENESS S.PRYSTUPA
Designed Verified
H. GRAY, S.PRYSTUPA
‘Approved RPEQ No
S. PRYSTUPA 1137
Signed Date

DECEMBER 2015

 

Project

PROPOSED NEW RESIDENCE AT

71 SEAVIEW TCE

SUNSHINE BEACH

 

 

RDP

RP197117

LOCAL AUTHORITY NOOSA

MCU APPROVAL
ROL APPROVAL
OPW APPROVAL

14/0084

HORIZ DATUM MGA-DERIVED DCDB
VERT DATUM AHD = AHD-PM103003,
RL 41.410

 

 

 

 

 

 

Drawing Title Scale [Sheet Size|
STORMWATER BASINAND  |~s SHOWN! A1
DISCHARGE Drawing Number
14517-OP31
o 10 20 30. 40 50 60 Sheet Revision|
See TEC 1oof12_ | A

 

 

 

 

Page 5

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘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
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UNIVERSAL PROPERTY AVENESS _|S.PRYSTUPA _|PROPOSED NEW RESIDENCE AT STORMWATER BASIN AS SHOWN! at
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DURING WORKS, ALL CONSTRUCTION RUBBISH TO BE
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COPYRIGHT © ‘Associated Consultants Client Drawn Verified Project Drawing Tile Scale ISheat Size
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COMPANY H. GRAY s.prystupa _|71 SEAVIEW TCE, SUNSHINE BEACH CONTROL Drawing Number
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