Original source · versioned page text
1506-04
Attached to the e-mail OPW15/0139 Application for bulk earthworks - 429 Kennedys Rd Pomona.
Civil, Environmental &
Hydraulic Engineers
5832 m
WL 100.458
4680 m
WL 103.38
D
2414.0 m
[OCR of page images]
DAM SETOUT TABLE
DAM No.
SETOUT POINT 1
SETOUT POINT 2
SETOUT POINT 3
SETOUT POINT 4
SETOUT POINT 5
WATER LEVEL
X=326.48 Y=1095.204
X=356.987 Y=1080.193
X=388.534 Y=1143.898
X=357.828 Y=1158.909
106.964
X=362.826 Y=1169.068
X=393.333 Y=1154.056
X=424.680 Y=1217.761
X=394.174 Y=1232.773
105.590
X=399.516 Y=1243.630
X=430.023 Y=1228.618
X=461.370 Y=1292.324
X=430.863 Y=1307.335
103.957
X=444.187 Y=1309.352
X=463.621 Y=1299.790
X=472.197 Y=1317.218
X=447.935 Y=1316.971
103.793
X=905.419 Y=1307.928
X=524.853 Y=1298.365
X=472.197 Y=1317.218
X=447.935 Y=1316.971
108.860
X=460.748 Y=1242.205
X=491.255 Y=1227.194
X=522.602 Y=1290.899
X=492.095 Y=1305.910
108.747
X=424.714 Y=1168.976
X=459.221 Y=1153.965
X=486.568 Y=1217.670
X=456.062 Y=12352.682
109.880
X=387.712 Y=1093.779
X=418.219 Y=1078.768
X=449.566 Y=1142.473
X=419.059 Y=1157.485
111.754
ololnwfola|aluwlr
X=398.145 Y=1331.274
X=452.143 Y=1331.824
X=451.043 Y=1439.819
X=397.046 Y=1439.269
100.418
X=410.314 Y=1451.012
X=409.214 Y=1559.007
X=463.211 Y=1559.557
X=464.311 Y=1451.562
100.139
X=491.950 Y=1451.844
X=945.927 Y=1452.394
X=544,827 Y=1560.388
X=490.830 Y=1559.838
105.259
X=964.292 Y=1452.581
X=604.700 Y=1452.992
X=620.403 Y=1486.148
X=619.639 = Y=1561.150
X=563.192 Y=1560.575
108.818
X=546.657 Y=352.784
X=545.702 Y=1436.496
X=592.574 Y=1436.973
X=592.685 Y=1426.141
X=552.124 Y=13552.852
109.159
X=478.275 Y=1332.090
X=932.272 Y=1552.640
X=531.172 Y=1440.655
X=477.175 Y=1440.085
106.729
APPROXIMATE LOCATION OF DRAIN PIPEWORK.
LOCATE IN NATURAL GROUND ON CUT SIDE OF
CUT/FILL LINE (NOT UNDER EMBANKMENT FILL)
UNLESS THERE |S NO ALTERNATIVE.
X=209.243 Y=1387.157
X=258.321 Y=1361.970
X=257.091 Y=1482.703
X=208.520 Y=1458.154
103.380
X=274.065 Y=1383.812
X=328.063 Y=1384.362
X=326.963 Y=1492.357
X=272.965 Y=1491.807
100.458
LEGEND - EXISTING SERVICES
BOUNDARY
—— —— —— __ BOTTOM OF BANK
bbbttLtttitit top oF BANK
+4tttttttt—— §oge OF BUILDING
D——— _ DRAINAGE
I FENCE
-—----- GRAVEL
EDGE OF TRACK
EDGE OF VEGETATION
LEGEND - PROPOSED SERVICES
AQUACULTURE POND
WATER LINE
(7) 2414.0 m?
SSE
— +— <—
DRAINAGE PIPE UPVC
SN8 RRJ DWV
CONCRETE DRAINAGE SUMP
POND NUMBER & SURFACE
AREA AT WATER LEVEL
DRAINAGE BUND
DRAINAGE CHANNEL
t t
Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
PO BOX 2305
NOOSA HEADS 4567
i! 8/41 Sunshine Beach Road
Phone 54749081, Fax 54749041
www.callaghonandtoth.com.au
JOINS PLAN 1506-3
SECTION E,
60
®
4680 m?
WL 103.38
40
WL 100.458
SECTION F
| '
WEIR 7m BASE
GRASSED EARTH BUND NO. NQ
3 TO DIRECT WATER PAST ~
ADJACENT DAM WALL.
LONGITUDINAL GRADE 8.6%,
REFER TO PLAN 1506-11.
designed | ADT datum AHD DERIVED
drawn BM PSM *
checked [AH | Origin (BM.) RL *
approved
SURVEYED BY
MAX WATTERSON
PHONE 54426121
_———
project
AQUACULTURE PONDS
429 KENNEDYS ROAD, POMONA
ld
($$ <~r
Client
D KNOWLES
TS)
—————————————————
title
LAYOUT PLAN 3
DS
_————
LOT 7 on MCH793
Parish of TUCHEKOI
County of MARCH
NOOSA SHIRE COUNCIL
Locality of POMONA
En
_————
SCALE
0. 0 10 20 30 LO
1:1,000 SCALE BEFORE REDUCTION (A3)
SCALE SHOWN IS ORIGINAL DRAWING SCALE DO NOT SCALE
THIS DRAWING USE ONLY DIMENSIONS PROVIDED.
REVISIONS
revision
A | PRELIMINARY ISSUE
FILES
X:\JOBS\CT PROJECTS IN PROGRESS\1506 fish
farm pomona\Design\current drawing
FOR APPROVAL
Sheet 4 of 17 sheets
drawing number
1506-04
XK date MAY 2015 yy,
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