Scg_28045-SW1_P1 13.04.18 · MCU18/0048

 

DRAWING SIZE — A2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

   

 

   

 

 

 

GROSS POLLUTANT
TRAP
SWP _ _ _ RP. BOUNDARY _ _ _ _ _
\\ \ IL 7 9 eye Hf J
GP2._ 4 1508 uPVC MAX. GRADE 1: 10 ( op
—_ | TERRACE 1 2/125x75x4.0 RS (GALV.)
\, \ PLANTER. TURFED SLAB. LAID AT 1 in 100 MIN.
AREA. INSTALL TO NEW KERB
ADAPTORS AND MAKE
® dp dp I 5 AUSDRAIN CELLS. FOOTPATH GOOD.
S 500mm DEEP.
\ \ _
a
OVERLAND FLOW. POOL. 3 q PLANTER. g >
_—_ ua lo
& & oO
%, > S n
a PLANTER, z =
2 uy
Ss ao
TURFED 3
AREA. a; ©
PROPOSED NEW
SWP RESIDENCE. z
\\ °
2
2 TERRACE ©
S SLAB. =<
Z, <
2 DRAINAGE DOWNPIPES FROM ROOFS =
=
OVERLAND FLOW. \ \ FINAL LOCATIONS é& NUMBERS AS PER PRIMARY g = ~
——-— HYDRAULIC DESIGNERS DETAILS. DWELLING GARAGE as 4 ‘& a :
_ SB DRIVEWAY
ABBREVIATIONS USED \ ‘, 6 | 3 CROSSOVER
SW STORM WATER dp IS dp JIN s
oP DOWN PIPE \ dp i j i,
TURFED ‘tp C
SP SPITTER } cp2 | AREA , i? oP2 \
RWH RAIN WATER HEAD A cece ceed I eeennnnnnnnnnnnnelne a Ny eeeeeeeceesesccceseesees pe cec ence cccccccccccccccccccccccccccce __\ Leos aan]
RWO RAIN WATER OULET SWP . _ _ _ ~ 1508 uPVC MAX. GRADE 1: 10. _ - ~ ~ - — ~ ~ ~ = a ee - aL - ~
RP. BOUNDARY \ 2/125x75x4.0 RHS (GALV.
BG BOX GUTTER GROSS POLLUTANT HIND WALL. Notea 10 AUSDRAIN CELLS, TAD AT 1 in (c i)
S/S STAINLESS STEEL TRAP 500mm DEEP. INSTALL TO NEW KERB
(W) WIDTH AUSDRAIN ENVIROMODULE 2 PROVIDE INSPECTION OPENINGS Ao ORAM COOL
FOOTPATH GOOD.
INFILTRATION CELLS 10 IN LINE, (.0S) FROM SLOTED PE WN STORMWATER DRAINAGE PLAN
(D) DEPTH WRAPPED IN. GEOFABRIC ASE FOR FLUSH OUT
stormwater LOS 10S STORMWATER LEGEND THIS FOOTING WITHOUT PIERS IS
GENERAL NOTES : a 4L— mom — FOUNDED ABOVE CRITICAL DEPTH LINE
SRO MIND conte PROVIDE DROPS AT EACH END #100 SW UPVC UNDERGROUND STORM WATER SWP fam STORMWATER SIDE ENTRY PIT - AND IS UNSTABLE.
1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. OF THE PIT FROM THE MAIN S===5--===== PVC PIPE SIZE AS NOTED ON BUILT INTO WALL TO COLLECT GROUND / EZZZ/
PAD LEVEL T
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF THROUGH DRAIN TO. THE PLAN OVERLAND FLOWS THE BUILDER /CONTRACTOR
FIXTURES. = i PSS SS SS SSS SSS = SLOTTED PIPE IN THE BASE yp UNSTABLE MUST CONFIRM ALL
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION 450Sq_ STORMWATER dp © DOWN PIPE AS NOTED ON PLAN Loy fs RELEVANT LEVELS PRIOR TO
WITHIN THE ALLOTMENT BOUNDARY 10 BE IN PROWDE SLOTTED PIPE ALL PIPE PENETRATIONS THROUGH THE CEOFABRIC TO oPt JUNCTION BOX, PRE-CAST ~~, | COMMENCING WORKS.
THROUGH BOTTOM OF BE FITTED WITH STAINLESS STEEL PIPE CLAMPS, CONCRETE AND SEALED LID. d DOWN PIPE WITH SPREADER 10 THS FOOTING IS |
ACCORDANCE WITH AS3500. GEOFABRIC TO BE LAPPED AT JOINS WITH A ROOT Pes STABLE |
CELLS LOWER ROOF BELOW. FOUNDED BELOW
3, ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF INHIBITOR PROVIDED ALONG THE JOIN LINES op? 450Sq STORMWATER FIELD LIN CRITICAL LINE. AND |— LINE OF PROPOSED
AUTHORITIES HAVING JURISDICTION, AFTER OBTAINING ALL INLET BOX, PRE-CAST IS STABLE | POOL EXCAVATION
NECESSARY PERMITS AND APPROVALS. AUSDRAIN INFILTRATION SOAKER PIT DETAIL CONCRETE AND GRATED LID. " Sf | OR OTHER TRENCH.
4, THE CONTRACTOR IS TO CONFIRM THE POSITION OF PIERS SUPPORTING STRIP BNL |
ALL EXISTING SERVICES AS INDICATED ON THESE AND FOOTINGS OR POST PAD
ASSOCIATED PLANS PRIOR TO THE COMMENCING OF WORK. FOOTINGS FOUNDED INTO
5, STORMWATER DRAINAGE PIPES SHALL BE CLASS SH SELECTED MATERIAL AND
UPVC OR HARDIES CLASS 2(X) FRC PIPE LAID AT A BELOW CRITICAL LINE ARE NOTE:
MINIMUM GRADE OF 1 IN 100 U.N.0. JOINS ARE TO BE CONSIDERED STABLE. THIS DETAIL ALSO APPLIES TO
CONSTRUCTED IN ACCORDANCE WITH THE WrCHBOURING PROPER Tes SHEET
MANUFACTURERS. REQUIREMENTS,
6. SEWERS 100MM DI UPVC U.N.O, AND LAID AT A CRITICAL DEPTH LINE | Pic MUST BE INSTALLED WHERE
MINIMUM GRADE OF 1 IN 60. TYPICAL SECTION FOUNDED ABOVE. ANY EXCAVATION
7. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE ; CRITICAL DEPTH LINE
63MM DIAM. OR LESS — HIGH DENSITY TYPE. 50
CLASS 12 POLYETHYLENE
8. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY
PIPEWORK TO BE TYPE B COPPER. PROPOSED
9. WATER SERVICES ARE NOT PERMITTED IN GROUND DWELLING Revision | Description Date

SLABS AND ALL JOINS AND CONNECTIONS SHALL BE
MADE ABOVE THE SLAB.
10. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE

 

INSTALL ADDITIONAL SW PITS AT POINT
DOWN THE SLOPE TO ENSURE

 
  
 
    
 

 

 

 

 

Issue: FOR APPROVAL

 

 

 

INSTALLED IN ACCORDANCE WITH AS2419.1. HOSE REELS
ARE TO BE INSTALLED IN ACCORDANCE WITH AS2441.

11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING
CAPS SITUATED IN VEHICULAR OR PEDESTRIAN
PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR
CAST-IRON COVERS.

12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE
IN APPROVED CONCRETE PATH BOXES.

13. ALL WASTE PIPES AND WATER SERVICES PENETRATING

SLABS TO BE WRAPPED IN AN APPROVED FLEXIBLE JOINT FOOTPATH GOOD.
JOINT WRAPPING. DIAGRAMMATIC SECTION ~ STORMWATER DRAINAGE

VEZ) GP1
14. THE TERM 'SERVICE’ REFERS TO THE MINIMUM U
1508 uPVC MAX. GRADE 1: 10002~2~SOSS erence IE==o ==

INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE. 3

DRAINAGE PIPE GRADE DOES NOT
EXCEED 1: 10 MAX. VERIFY ON SITE.

 
  
 
  

 

   
   

INSTALL uPVC
DROPPER BEHIND
RETAINING WALL.

   
  
 

  
  

1908 UPVC MAX. GRADE TS Tp

  

R.P. BOUNDARY

web:www.scg-engineers.com
ABN 40 068 481 898

GP2

  
 

2/125x75x4.0 RHS (GALV.)
LAID AT 1 in 100 MIN.
INSTALL TO NEW KERB
ADAPTORS AND MAKE

 
      
  

  

 

  
 

Project 7 Arakoon Cres
Sunshine Beach

 
    

 

 

Date: Apr 2018 | Drg No28045 -SW1)