SCG 31030-C Issue 6 (Council RFI)-280223 · OPW22/0319

 

 

DRAWING SIZE — Al CONSTRUCTION NOTES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
    

 

 

 

     
 

 

 

 

  
 

 

   
 

 

 

 

 

 

 

    
 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

  
     

 

  

 

   

 

 

 

 

 

 

   

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SITE STORMWATER MANAGEMENT KE GENERAL:
ONLY CONTRACTOR TO LOCATE ALL SERVICES EXISTING SITE — 1. DO NOT SCALE FROM THIS DRAWING.
| cERces ARE TO Be OROTRED IN ALL ~ SITE AREA = 2020m? EX. SWPT EXISTING STORMWATER PIT 2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
HEIGHT DATUM ACCORDANCE WITH THE AUTHORITY RESPONSIBLE -  IMPERVIOUS AREA = 510m? i ow STING SeVER MANHOLE ARCHITECTURAL DRAWINGS,
Lot 1 & 2 on RP 73072 FOR THE SERVICE EB. EXISTING EDCE OF BITUMEN 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
Level Datum AHD PROPOSED SITE Kec EXISTING KERB & CHANNEL ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER
Level Origin PM 18416, RL 9.967m ~ IMPERVIOUS AREA = 1320m’ N.S.L. NATURAL SURFACE LEVEL IMMEDIATELY.
ome FH, FIRE HYDRANT 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
UNLESS NOTED Tp TELSTRA PIT WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL
Survey information provided by Max SEE Re eM USING RATIONAL METHOD: EP ELECTRICAL POWER POLE NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH
Watterson & Associates , KERB EXISTING KERBING LINE DIAGRAM.
SITE_RUNOFF WM, WATER METER HYDRAULICS
EXISTING PROPOSED | INCREASE 1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER 10
EX. SWPT Qu | 92.7It/s 103it/s 10lt/s ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
0 itt/ 120It/ 12K/ 2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
 — 5 2 s 8 S ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
SS = Qroo_| _158it/s 170lt/s 12It/s 3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
EX. SWPT NON-WORSENING HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
" = APPROVALS.
— ON-SITE DETENTION TANK WITH SLOW LEAK 4, THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
PIPES TO BE PROVIDED. SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING
OF WORK.
STORMWATER QUALITY . 5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
- TT MATER HARNESENG TAA ENT WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
- THE MINE REGULATION ACT.
MEASURES TO BE IMPLEMENTED. 6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
— 101It OF STORAGE TO BE PROVIDED FOR OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
EVERY 1m? OF ROOF AREA. 80% OF ROOF WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
FLOW TO DRAIN THROUGH STORAGE. TANK. 7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
— STORED WATER TO BELUSED FOR ON SITE WITH AS, 4058,
IRRIGATION & EXIERNAP USE. | 8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
~ 8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
oO | 8.2. uPVC 1008 OR GREATER = CLASS 'SNB’
EX. SWPT o& 8.3. 'STORMPRO’ PIPES = CLASS 'SN8’.
r < | FALL LANDSCAPED AREAS TO FORMED | 9, ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
é Ds FLOW PATHS. DIVERT FLOWS 10 9.1. RCP 6008 OR LESS = RUBBER RING JOINT.
7 Sy a ho AIK FALE SCA RNTACE: 1: 150 9.2. RCP 6000 OR GREATER = FLUSH JOINT.
0 10. ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS TO
NEW SW PIPE ACROSS ROAD AND Sy CLASS 'SH’ UNO.
COND SRENCHING BACKERS AND ren : 11. INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
PAVEMENT RE-INSTATEMENT 10 Sy. — 225 uPVC SW 150 uPVC SW 6. WITH AS1657 AND AS DESCRIBED BELOW:
COUNCIL SPECIFICATIONS Ny Mat " | a i et. 65.621 CPI : GPX 4 11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.
- 7 72S 0S — 7 a 11.2. MANHOLES 0.85m-3.0m DEEP = STEP IRONS.
(a a So = swat SYS swe Ee own SY Sa 2 eng — _ Sw i sw om sw chy ay oe 12. SEWERS 100mm IAM, UPVC UNO. AND LAID AT A MINMUM GRADE
LY SL 12.50 SSS. » at SW we SGP3 C= OF 1 IN 60.
4196 cae oe ss b 150 uPVC $ 13. WATER SUPPLY PIPEWORK BELOW GROUND IS TO BE:
—— ( N <Q 13.1. 63mm DIAM. OR LESS — HIGH DENSITY TYPE 50
z | & x DOWNPIPES (DP) SHOWN CLASS 12 POLYETHYLENE
FFL 13.75 : | _ S|) = DIAGRAMATIC TO DEMONSTRATE 14, ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO
LL oP lO ‘S iS | 2 STORMWATER MANAGEMENT. BE TYPE B COPPER.
5 J So : FFL 14.400 S oe NUMBER AND LOCATION 10 BE 15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
© © gs s oO DETERMINED BY HYDRAULICS JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
3 a a>) 1 te a; 2 oN CONSULTANT & ARCHITECT. 16. FIRE HYDRANTS ARE TO BE INSTALLED IN ACCORDANCE WITH
x = o jau— 3 oO Yt AS2419.1. HOSE REELS ARE TO BE INSTALLED IN ACCORDANCE WITH
2 ii 2 2 AS2441. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS
1o | v Oa SITUATED IN VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED
|= Ye |Z SS DS PROPOSED LOCATION FOR WITH EITHER BRASS OR CAST-IRON COVERS.
# BS R R-SWw R-SW R-Sw R-sw R-SW = _
=} iD [> a DETENTION /RE-USE 17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
—Y iS) Q 1 |= H IN-GROUND STORMWATER CONCRETE PATH BOXES.
3 LO LY 3 ) a | TANK(S) 18. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
ol |& oP cP? WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
Ne © | | sw sw “ 5 19. THE TERM ‘SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
< wt me Y 150 uPVC SW OPIS - DIAMETER UNLESS NOTED OTHERWISE.
BUILDER TO POT HOLE EXISTING SEWER Lo = FFL 13.75 a-sw asw RSW 3-4 ad woe wow nsw oe
TO CONFIRM LEVELS AND IDENTIFY ANY / =| | << Gio a
CLASHES PRIOR TO COMMENCING WORK ?1 | & Sy Ae ou
S.L 12.70 : a| ! UNDERGROUND “4 cor 7000Lt STORMWATER RE-USE
iL. 11.92 ) Jl WATER RE-USE AX TANK AND 14000Lt DETENTION
22] aN FFL 15.000 TANK, REFER DRG OWS5.2 FOR
q a z DETAILS
=| ad ——_ é
hie Nee Sw—225 upy Sw SL. 13.50] 225 uPVC sw 7 & Ja J / , J ?
| Be _DRWVEWAYINVERT-UNE = ~SwLztolopi_ | 4+ — — — | pp —
» ee “-—------>=+B DI D P2
oH &. ~. PI > &
LEGEND 4 REFER Drg 31031-C3.1 & | unoerorouno / =
4 FOR DRIVE WAY DETAILS. . S.L. 13.70 |} Sj TAR DETENTION
- = 4s 12.20 || 'ae 4 SW PITS ABOVE REAR OF
__---77 INDICATES PROPOSED SURFACE FE Zs HH. 12.20 |) © ¢_ FFL 15.00 al} % ALLOTMENT RETAINING WALLS
48.0 CONTOURS AND LEVELS TO AHD. © a "OP © i sw rsw "sw =|] 3 TO CAPTURE NEIGHBOURING
8 H.H. PO sn en tn ar) wow —/ Wy A ol SITE RUNOFF
5.0% 5 INDICATES FINISHED SURFACE GRADE VL = 9 OP 3
Li FFL 14.68 ; | iy |
448.9 EXISTING SURFACE SPOT LEVELS. 2
0P| | N 3 150 uPVC SW pp CP3
FAaUy INDICATES DIRECTION OF FALL : 4 I sw Sy sw sw = |
oN TO FINISHED SURFACE. lS oe
13S LO —a ZF ae a |
‘a OP GP2
SL 12.50 INDICATES SURFACE LEVEL (S.L.) AND INVERT . 16 ~ ? e CP3
iL. 12.00 LEVEL (I.L.) OF ADJACENT STORMWATER PIT <_< | is ©? \ .
< — aaa i <u
mt ROCLA 1050 CPO STORMWATER PITS 3 i= ! 3
oO BUILT OVER EXISTING SW PIPES, MIN al Lp ; ; st
YY 450Sq GRATED LID HEAVY DUTY aA | & fon)
O o FFL 15.20 J 2 oO S
STORMWATER JUNCTION BOX, PRE-CAST E.P. | $ O Oo. SDITIONAC NFO GOUNGIC RA
S<]SMHP CONCRETE. AND SEALED LID O a / a j r | O S cae | becchio me
GRATED FIELD INLETS, WITHIN PATH AND W.M PPL 68 | | “s yy | 2 " issue:
= . |
EE}PX TERRACE AREAS - < | ! “ 150 uPVC SW . . FOR APPROVAL
S.L. 13.60 on or a 7) R-SW R-SWw R-SW RSW RSW R-SW CP3
GD-150 150(W) GRATED DRAIN WITH HEAVY Q10 DISCHARGE wioof fa | te AML a SW—rra SY <t4y DO NOT SCALE FROM THIS DRAWING
DUTY GRATE. RATE = 12 Lt /S ——— ==>} ‘pz GP1 <} SWALE —— <P SWALE —— <} SWALE —— <} SWALE —- <P SWALE — <} SWALE — . GP1 = i RW RW RW RW RW A he design and assorioted details Contained oe this ang ssocicted
(COM ; = = se.4 . ;
a = sw alla Sw +S w a | ~<—__ oe Se) _ the written permission of SCS Consuling Engeers
sw INDICATES STORMWATER DRAIN PROPOSED Lu Toxo FX SMH 225 uPVC SW GP2 150 uPVC SW GP2
AS NOTED MIN 1 IN 100 FALL UNLESS Sot BS Nee ear lect Ave.
NOTED OTHERWISE 5 ¥ qi + < SOG Ph (07) 5455 5604
eosw INDICATES ROOF STORMWATER DRAINAGE + =f oS © Ne nebsnnseenghees com
LINE TO HYDRAULIC DESIGNERS DETAILS. F | aa = 8 r5xh.0 RHS (CALV) ie | © i ovina
X/OX4. : T=
DP © INDICATES DOWNPIPES FROM ROOF. REFER ae en Ome INE ame” a | = ~ me
HYDRAULIC CONSULTANT FOR DETAILS OAT C0) NRICAL MAKE o& & CONCEPT STORMWATER
| . | MANAGEMENT PLAN
— ev —— INDICATES POSITION OF RETAINING WALL . . SITE PLAN — SITE STORMWATER MANAGEMENT PLAN
TO FUTURE DETAIL. www.dialbeforeyoudig.com.au : Project
Scale 1: 150
_ _ INDICATES ALIGNMENT OF SWALE AND GP's WITHIN DRIVEWAY AND CARPARK AREAS 25-27 TOOLAR St,
SWALE “> DIRECTION OF FLOW, REFER TYPICAL
, TO BE FITTED WITH ENVIROPOD STORMWATER TEWANTIN
SWALE DETAILS PIT INSERTS OR EQUIVALENT GROSS
POLLUTANT FILTER BASKETS D Desi
BEFORE YOU DIG Patiov 21 eR | Desig
0 2 4 5 8 10 Checked: Drg No. Re
Pf tm: 150 © AT el ppg 5835
1.300 6 43 | SE555°N |31030-OW5.1| A