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Attachment 3 - Stormwater Detention Basin
Attached to the e-mail Change to DA - MCU16/0130.01.msg.
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
T
T EO
T
SETOUT TABLE T
T
T
EO
T EO
T
EO
SETOUT_NO EASTING NORTHING LEVEL EO T
EO T
01 995.9223 1980.4839 18.9190
EO T
02 998.1507 1980.2608 18.9300 T
E U EO
EO
03 1001.4346 1982.9471 18.9500 M U EO T
04 1002.2800 1991.3924 19.0000 N D T
I EO
EO
05 1003.1254 1999.8378 18.9500
EO
06 1001.2699 2002.9159 18.8730
07 1001.1970 2002.9455 18.8730
08 995.4775 2003.6515 18.5530
EO
09 998.5858 2011.9525 18.3150
10 1003.4560 2008.5040 18.6400 R O
11 1039.6736 2004.8783 18.4600 MATCH ASPHALT SHIFT FOOTPATH 300mm CONSTRUCT 'TYPE A' HEAVY A D
SMOOTHLY TO EXISTING TOWARDS ROAD TO DUTY VEHICLE CROSSING IN
EO
12 1056.4569 2003.1982 18.0000 CONCRETE FOOTPATH ACCOMMODATE RELOCATED ACCORDANCE WITH F
13 1053.0901 1969.5663 17.8310 HYDRANT REFER IPWEAQ IPWEAQ STD DRG RS-051 C107
PS01 STD DRG RS-065
14 1048.5130 1970.0245 17.8000
EO
15 1036.1747 1971.2597 17.8620 PROPOSED LOCATION OF
RELOCATED HYDRANT 08
W W W W W W W W W W W W W W W W W W W W W W W W W W W
16 1038.7645 1997.1303 17.9920
EO EO EO EO EO W
EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO
T
17 1043.3416 1996.6721 17.9690 T T T T T T T T T T T T T T T T T T T 25 T T EO EO W
09
01T T T T T T
18 1043.5010 1998.2642 18.0620 W W W W W W W W W W W W W W W W W W W W W W W W W PS04
W EO W
EO
W T
EO
EO W
EO
EO
T
19 1039.0561 1998.7092 18.3100
PS02
02 07W
T EO W
SSW
W EO
20 1033.5829 1994.2321 18.7500
W
03 04 05 06 W
T EO
W
21 1031.3906 1972.3322 18.8600
24 10 W
6.00 T
EO
0 W EO
EO
EO
W
EO
22 1022.6335 1965.1689 18.9180 PS03W T
4.000
EO
SSW
W
W T
23 1005.7448 1966.8596 19.0600 28 27 26 EO
W
24 1000.1263 1969.3101 19.0300
EO
EO
W
EO
SSW
25 995.5642 1973.3337 19.0000
W
23 29
26 1006.9209 1999.1005 19.1500 S
S
27 1006.1109 1991.0089 19.1900 PROPOSED
EO
9.012
EO
S
28 1004.3113 1973.0331 19.1000 EXISTING BUILDING
BUILDING 4.000
29 1006.2365 1970.6796 19.0800
30 1023.0170 1968.9998 18.9400 FALL
S
EO
31 1025.3704 1970.9249 18.9200
2.100
32 1027.9800 1996.9924 19.7900
LOT 1
S
RP849431 PROPOSED FOOTPATH IN
ACCORDANCE WITH
PROPOSED SIGN SPECIFICATIONS IPWEAQ STD DRG RS-065
5.900
LOT 8
S
SIGN NO. MUTCD SIGN I.D. DESCRIPTION
SP28111
LEFT TURN ONLY/NO ENTRY
22 30
FALL
PS01 R2-14A/R2-4A
(BACK TO BACK)
S
PEDESTRIAN AND CYCLIST
PS02 R8-2A
AWARENESS ADJUST SEWER MANHOLE LID
31 32 TO SUIT NEW CARPARK LEVELS
6.000
PS03 S-14 PARKING
S
EXISTIN S
PS04 - NO EXIT (CUSTOM) G S
BUILDIN S
G
WIER RL 17.70
21 D 20
C107
15 16
19 11
NO EXIT SIGN (CUSTOM)
5.400
S S S S S S S S S
SW 17 18
SW A B RELOCATED
SHED
6.200
C106
LEGEND C106
2.600
3
C
1:
SW
EXISTING FEATURES C107
0
EXISTING KERB AND CHANNEL
00
SW
14
8.
EXISTING EDGE OF BITUMEN
1:4
1:4
E
5.400
IL=15.434
2.000
EXISTING CONTOUR MAJOR
1:3
SW C107
6.000
EXISTING CONTOUR MINOR
1:4
1:4
CONNECT BASIN OUTLET
W EXISTING WATERMAIN W 12
PIPE TO EXISTING IE 8.0 W
S
S EXISTING SEWER STORMWATER 300Ø RCP R 0 13
RL 0
T EXISTING TELECOMMUNICATION WITH 600x600 PIT REFER 17
EXISTING OVERHEAD POWER IPWEAQ STD DRG DS-050 .7 SW SW SW SW SW SW
EO 0
EXISTING TOP OF BANK
EXISTING BOTTOM OF BANK WATER QUALITY/DETENTION BASIN GRASS LINED SCOUR PROTECTION LANDSCAPED BUND TO PROVIDE
J:\2016\16789BD1_Middap_101-105_Noosa_Eumundi_Road Carpark\4.CADD\#ACAD\16789_CIVIL.dwg
LOT 46
EXISTING FENCE IN ACCORDANCE WITH AQUAINTEL SWALE DRAIN REFER SECTION E ON STORMWATER PROTECTION TO
SP132578
STORMWATER MANAGEMENT PLAN SHEET C107 DOWNSTREAM PROPERTIES.
PROPOSED WORKS REFER DETAILS ON SHEET C106
PROPOSED KERB TYPE B2 REFER LOT 62 LOT 61
IPWEAQ STD DRG RS-080
SP132578 RP69404
PROPOSED KERB AND CHANNEL 0 2 4 6 8 10m
TYPE B1 REFER IPWEAQ STD DRG RS-080
1:200 (A1) 1:400 (A3)
PROPOSED TURF LINED SWALE
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