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Appendix B - Existing Stormwater Drainage Plans
Plans and drawings
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RP6BSIS RP68S98
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. field Inlet fb gae 7 58°52'50" SURV ete 4 ° wn :
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coe ° ON 250 187-95 KE A,
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a Cone Block + Junction ‘
Bultding Pit $
2 RP 35092 “POMONA BOWLS CLUB” -
PLAN 20 (NOTE: UNDERGROUND SERVICES HAVE NOT BEEN LOCATED) . . an
‘
Note . Stormwater Pipe to be SHARE OP HOOSA Jo
Pvc to Asi254 inpasartrepettt any ar approved sible to wan
. with the requireméat ‘of ‘the Building Act 1975 and cures .
Santendments to the Act, Councils Bylaws and any condition’
Sshown'on the approved plans and building permit. °
the plan and specifications bE |e,
% 250 Pp : NATURAL SURFACE LEVEL eee ers who ‘ne widen approval of the Principal
Vc faulicing Sutveyor 8/94
Bukting Parmitte, Qn
—— ee sm lanEn
ap. ENGINEER
NGIN .
| --——_. N Exishng concrete Footpath :
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— oo = Ensting Stormudler pifs.883)| JOHN NORDEN & ASSOCIATES
* vf Exiting Kerb ard! Charme! SUITE 16 TEL 07%4-497137
[-——_] a TEWANTIN. PLAZA
POINCIANA AVE
1 | TEWANTIN “Ld
eg it ODA
Existing #450 | TRA DATE
L rm Stor Rep "
. 7 oes Pipe. LAs marctt 193%
; Hs BESTENED CNO ”
GRADE 4 IN 40 | rz OA \ 94./35-2
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DATUM _ 87-04 _ - DETAILS & LEVELS FOR =| SME 1: 700 70
. CE z 3 8 q 8 x 3 a a a a - PROPOSED patum: ano. OD,
ie Ba x x & a 3 p AHD. VIO
j SURFACE LEVEL k a a. a g 4 4 & a 4 & = & - 4 ; x =| a sa a Ts STORMWATER DRAINAGE - 1
. to] o ‘oO m7 C a |e x e :
wert tever | § 3 3 a a a a 3 a 2 g S. __&|_| &|| WITHIN LOT 2 ON RP35092 STATION | ORIGIN: Pw75798,
J 9 3 a ol. aed iq STREET, POMONA .
CHAINAGE 2 Q ‘Q a ¥ 8 a 8 a a g 5 i § meee Oates 3/3/96,
! t ot LONGITUDINAL SECTION SCALE 1:200 HORIZONTAL . . : REE: 274
} ‘i _ \ 4:20 VERTICAL
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HUT epee meen eee Eee ep yey eens a APPLI CATI ONS”
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Page 2
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Construct drivewa 61-850M 79° 4490" *
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= Stdinizss el Sink ar a 3000+ |e mH {| / \ /
> with verman proo 0 7 L \ /
n cupboard. n ol ( 4600 litre f SY AY y 2
mm | Provide instant heat rr ~| x A ilerg \ Ut ed! WV x
y too! _electric_HWU mounted. 4 @ hgleing tank) 4) ; a
pp a a ir figh evel 2 | VV /
e a t + lb | rs MN
ol | _— eat oI, connection? 1 9 0 nl / 2 13] J th hs 16l]47 \
3 i | | bi 1 \ co = \ 200 (82750 car space: 21 _ | »[. 1500, | \ \
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WASTE DISPOSAL LAYOUT & SITE PLAN i100 «V tndieates design pavement (evel Y |
Contraction joints as HYDRAULICS NOTES
ene on plan 1 All sewer and wasie pipe to be PVC to ASIZ60 or copper to ASI432. All other dranage to be
* .
| N t (FT2 WATER RETICULATION LEGEND Pvc to ASIHI5 unless noled otherwise.
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a 20 suppl lete with cv. 4 —— Sewerage 2 Pipework shall not be dimensioned from the drawings and all dimensions and levels shall be
Sono een 7 STR th ITT aT each ange. Contmue 20 info —— Fite or To checked on site, Where cover or grades cannot be achieved on site, the Design Engineer shall be
x Pp g 77 Ey
: 50mm mn’ compacted building with |S take offs 7% Pipe riser or dropper notified.
3 Sand bedding sand bedding i each fixture. —+— contro! valve
—+ Hose Cock 3. All downpipes, vents and exposed PVC pipewerk shall be Ultva-viclef resistant and painted.
Pipes, ‘Po: Pp pa
& #90 Subsoil TYPICAL DRIVEWAY SECTION 120 -—- Stormwater
4 ype in Bn Basin 4 All materials and construction shall comply with the sewerage and water supply act, amendment
Pp Y ge PY
i of filter sock Sk Stk Closet Ra dct No.8! of /981. 7 :
“ we Water Clos: in g a
FWG Floor Waste Gull 5. All pressure pipe shall be pressure tested , including-main valves. -E xternal pjpework *%
SUB-SOIL DRAIN:2. ORG Overflow Relief “Gull t i “AC oe and. all ons tees, Take. off he ‘ shall be fully ex, ae above.
y Joins, 4, ee
(TYPICAL SECTION) HWU bot Water Grit 4 All pipework shall contorm’ te a3/432. All hot water piping io be continuously. lagged
, Ls pyc vin Chloride ~ ete ng
/ 30mm asphaltic concrete on prmed. base HC Hee Cock 6. All isolating valves to dwellings shall be tested,.clearly labellecl and fixed.in.an ot
IL Invert Level . accessable location. . y
SABA OS, NOS SN, + 50mm base compacted. ee inspection Opening a see.
ty 7 7 7 7p to 100% Gtandard) dry cw cold Water
Yo Bo J 4 7 density ratio . HW Hot Water MYUES &b,& ef
x 4 J ~ : wide 20 snertonfeeemneenl 19 Fs
L124 2 f
oo os <9 or DP Dewn Pipe tz a : Z . uw
TN coke Clean Out to Surface level. can aavislon aT 0 RD
300mm sub-base_compacted. to 97% & 0 BI 529
Gtandard) deg density ratio. PROPOSED 4 SHOPS
OPTIONAL BITUMENOUS PAVEMENT «20 LOTS 2 8&3, RESERVE STREET, POMONA
cm «JOHN NORDEN 8 ASSOCIATES
, TEWANTIN. PLAZA TEL 074- 497137
POINCIANA AVE
TEWANTIN
DRAWN CHECKED ‘SCALE DRAWING No. ~~
K-A-sQUIRES | tC Low
1 ! 1-100 -
A ( CPENng .MIEAu-t| 1:20 94/35 1g .
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Supplied by DRAWING AND DRAFTING AUSTRALIA Ph. 831 4977 -
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