Engineering Drawings Part 2 - OPW14/0197

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE: LEGEND
REFER TO NI3078-131 FOR BIO BASIN FILTER SETOUT BASIN WALL SETOUT EXISTING SURFACE CONTOUR
DETENTION BASIN NOTES AND DETAILS. POINT | EASTING NORTHING POINT EASTING NORTHING ACCESS TRACK SETOUT BIO-RETENTION BASIN DETAILS _— — —500______ DESIGN SURFACE CONTOUR
A 5287.156 1096.971 1 5255.639 1094.829 : . : PARAMETER BASIN SLOTTED PVC PIPE WITH Cl. CAP
B 5287.104 116.286 2 5268.617 110.200 CH 2.034 £5260.458 N1079.541 FILTER SURFACE AREA (m’) 150 ~~ ~~ SUBSOIL CLEAN OUT POINT
C 5295.654 116.233 3 5298.793 1127.453 R=7.070
DER -69056°S5.22" FILTER SURFACE LEVEL (m) 9.00 \ORQEAESE529,. PROPOSED BLOCKWORK RETAINING WALL
D 5295.642 1096.941 4 5300.147 1125.155 = . TEMPORARY PONDING DEPTH (mm) 300
TL=4.943 (1.001 WALL HEIGHT (IN METRES)
5 5300.151 1093.092 ARC.8.627 STORAGE VOLUME (m3) 1080
N 6 5272.625 1093.120 Ce pasba Sub N1083,966 TOP OF EMBANKMENT (mi 10.80 ——sw— PROPOSED STORMWATER PIPE
7 5263.461 1089.679 : : —) -
| IP £5263.552 N1083.396 EMERGENCY WEIR LEVEL (m) 10.50 SAFETY FENCE - AS DETAILED

 

 

 

 

 

 

 

 

 

CH 10.661 E5260.994 N1087.625
CH 12.486 £5260.050 N1089.186
R=7.000
DEF=71d20'33.39"
TL=5.025
ARC=8.716
CC £5266.039 N1092.809
IP £5257.449 N1093.485
CH 21.202 E5260.691 N1097.324

ROCK ARMOURING SCOUR PROTECTION
BASIN FILTER AREA
DETENTION AREA

 

 

 

 

 

CH 24.958 £5263.114 N1100.194 FAUNA CROSSING SETOUT
> POINT EASTING | NORTHING RL
>) A 5239.662 | 1073.748 11.400

B 5253.406 | 1090.875 11.250

 

 

 

 

 

 

 

 

 

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\
901 TIN 4 MAX ee
PROVIDE FILL OVER
wea SEWER ALONG BOUNDARY
, oy  ~ LOT 172 -
2
BLOCKWORK RETAINING WALL.
A | REFER N13078-109 FOR DETAILS
Uv ey 150 SMOOTH WALLED BATTER 1 IN 4 MAX,
REFER I.P.W.E.A.Q. STD. ORG. NS. 9.36 ¢ TW. 10.80 SLOTTED PVC PIPE - TO LOT BOUNDARY
«> . a. = 9
____WSUD-006 FOR WEIR DETAILS -@ aw. 9.00 a7 MIN 0.5% GRADE AND
2) 8 . o
> APPROX SPILLWAY & 2_4 La Ww. 9.00 MAX 2.5m SPACINGS 0.25 = TOP OF WALL TOP OF WALL
LOCATION AT RL 10.50 9, BIO RETENTION ARCA DOr Bi [: " Vai RL 10.80 BASIN RL 9.00 MIN RL 10.80 —
-_- } |
4 ws == rf WIER LEVEL 10.50
"TW. 10.80 = aa nan ee
ye 9-00 STORAGE VOLUME 70 [ Cranour cows H—.—._ i deena | LOCALISED FILLING BETWEEN
RL 10.50 = 1080m H 1% (TYP) BOUNDARY AND WALL
4
rn BIO-RETENTION AREA 150m2,
REFER N13078-131 FOR FILTER DETAILS
SECTION (8B
SCALE (At: 1100 \—
t— 3.50m WIDE ACCESS TRACK SCALE (A3}:1:200
AT, MAX GRADE 1 IN &
- 172 BATTER 1 IN 4 MAX.
Pa TO LOT BOUNDARY 2
— 0.25 TOP OF WALL TOP OF WALL 150m
/ i ts RL 10.80 BASIN RL 9.00 MIN RL 10.80
‘ IR / t/ WIER LEVEL 10.50 Q 1
DRIVEWAY CROSSOVER TO Z J i iataliaiatiaialiaiaiiatatertiea H
/IPWEAQ STD DRG, SEQ R-050 = cee re Ho H
Ra KOS i—t—/ | / H H
i Gee eee a ees —— REN
BIO-RETENTION AREA 150m2,
REFER N13078-131 FOR FILTER DETAILS
SECTION (“A
SCALE (AT: 1100 {7
SCALE (43}1:200
FILE: N13078-129.dwg DATE: 16-04-2014 TIME: 09:29
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-CONTOURS USR: nathan taylor
Trav [ons [awe] ONE SORE TTT SORT he ENT RE TE
AMENOMENT DETAILS estan cuecK SURVEYOR: RPS Fe
~ Me A | an 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q CONSULT AUSTRALIA STORMWATER DRAINAGE
ie 1250 5 0 5 oa Ph (07) 5436 7888 Fax (07) 5493 6630 _ wD BIO DETENTION BASIN B
N 1500 AB apPROveD sl T
Bie Prawn cEck PROWECT Ne ‘APPROVED SHAUN PLHER RPEQ. 1593 Brown Const (QD) ly Ltt LAYOUT PLAN AND SECTIONS
MD LAKE DOONELLA N . fi 13 od eee
aE N13078 J Fee ES A NOOSA Smart Consulting iis nim tim aan ey [arena we =
t STAGE C1 - C6 aon . ‘ae N13078-129
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD aber Cerbors Wniboarne Sychay Cmynpow Gmebinscoert Lic 408+