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Development Application - Part 2 of 2 - Energex Certificate, Telstra Provisioning Confirmation & Plans - OPW12/0276
Plans and drawings: the text below has words only, no drawings.
Very large file (11.5 MB): may take a few minutes to open.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
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\ BATTER SHUTE TO TABLE DRAIN OUTLET 1 o REVISIONS
\ \\ ALEXANDER DAVID TOTH
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revision details
FOR APPROVAL
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\ ENGINEER QLD No. 6069
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COMPUTER DIRECTORY
INTERSECTION SETOUT TABLE \ \ \~ DRAINAGE SETOUT TABLE X:\JOBS\CT PRO N PRG\1204 JIRRIMA CRESCENT
LAKE COOROIBAH\DESI\CURRENT DWG-1204 BASE
\ NAJ.lE/COORD STRUCTURE CHAlNACE LIP /LID OFFSET PIPE
INTERSECTION SETOUT DETAIL
PT EASTING NORTHING LEVEL DESCRIPTION
\ \ \\ STR CTURE TYPE Rl CEN CRADE
FOR APPROVAL
1 -336.749 81.173 99.880 EOGF RITlIMFNITP RS:O
~\ \ \\ l/A X= -333.243 315/1 FRC CL2 RRJ 5.826 U/S IL 99.119 3.483 0.5%
2 -334.779 77.809
3 -330.991 76.882
99.808 MID POINT R5.0
99.875 TP R5 ~ \ \ \\ y= 78.143 IN 315/1 PRE-CAST SLOPING
HEADWALL L=5.048
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4 -329.156 Sheet 4 of 7 sheets
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5 -326.896 76.484 100.324 END TAPER u \ \ \0 2/A X= -332.973
y= 72.534
900/1 HEAW DUTY
CONCRETE LID PRE-CAST
5.215 O/S IL 99.154 1.915
drawing number
6 -334.596 67.219 99.792 EDGE BITUMEN/TP R5.0
7 -333.933 70.632
8 -331.159 72.803
99.781 MID POINT R5.0
99.732 TP R5
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\ \\\ 3/A X= -332.379 315/1 FRC CL2 RRJ 5.530 o/S IL 99.159 3.518 0.5%
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10 -326.105 73.402 100.355 FNr TAPER ~\ \ \ \
y= 70.942 IN 315/1 PRE-CAST SLOPING
HEADWALL L -1.192 ’- dote 8th JUNE 2012 ~
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INTERSECTION SETOUT TABLE
JIRRIMA CRESCENT
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<< 9 a” Civil, Environmental &
So VP eg Hydraulic Engineers
b “ow > nos PO BOX 2305
D Ss ROAD SL99.749 SL99.749 > Sf NOOSA HEADS 4567
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| | NY PIPE DIAMETER 375 PIPE DIAMETER 3 Le www.callaghanandtoth.com.au
| : 1:200> <1:200 a designed [ADT | datum AHD DERIVED
4 1199. 154 SJ | Jerawn Tn PSM 119670
: | checked [AH | Origin (B.M.) RL 99.37
al EXISTING CROSS ROAD 3750 PIPE
approved
SURVEYED BY
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(Callaghan & Toth )
MAX WATTERSON & ASSOCIATES
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ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL.
ENGINEER QLD No. 6069
DRAINAGE _SETOUT TABLE
TO 10 AT JIRRIMA, CRESCENT,
COOROIBAH
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P. RUTHERFORD &
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DRIVEWAY & STORMWATER
DETAIL PLAN
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LOT 86 on RP136462
Parish of NOOSA
County of MARCH
SUNSHINE COAST COUNCIL
Locality of COOROIBAH
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SCALE
01.25 2.5 3.75 5.0 6.25 Meters 12.5
eS SSS SSS
scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:250(A3) D0, NOT SCALE FROM THIS DRAWING
IMENSIONS PROVIDED
REVISIONS
A |_FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\\JOBS\CT PRON PRG\1204 JIRRIMA CRESCENT
NAME/COORD | STRUCTURE CHAINAGE| LIP / LID | OFFSET | PIPE _ | JAKE COOROIBAL\DESI\CURRENT DWG—1204 BASE
INTERSECTION SETOUT DETAIL STRUCTURE TYPE RL CEN | GRADE
PT [EASTING NORTHING] LEVEL | DESCRIPTION FOR APPROVAL
7 [336.749] 81,173 [99.880] EDGE BITUMEN/IP_RS.O 1/A X= ~333243 [3750 FRC CL2 ARI 5626 lusu gai | 3483 | 058
2_|-334-779| 77.809 199.808] MID-POINT R5.0 Y= 78.143 |W 3758 PRE-CAST SLOPING|
3 [330.991] 76.882 | 99.875| TP_RS HEADWALL L=5.048
i, |-329.156| 77.074 |100,066| START TAPER Steet _ Avot 7. shoots
5 326.896] 76.484 [100.324 END TAPER 2A X= ~332873 9008 HEAVY DUTY S219 W/S HE GATE | 1.978 drawing number
6 [334.596] 67.219 | 99.792] EDGE_BITUMEN/TP_R5.0 Th TES | CONCRETE LO FRESCAST
T_|-333.933| 70.632 | 99.781| MID POINT R5.0 1204-04
8 [-331.159 | 72.803 | 99.732] TP_RS YA X= 332.379 |35750 FRC CL2 RRI 5550 |O/S il 99.159 | 5578 05% A
9 [328.577] 73.054 |100.032| START TAPER Y= 70.942 |W 3758 PRE-CAST SLOPING
0. 1-326.105 | 73.402 [100.355, END TAPER HEADWALL L=1.192 LO date 8th JUNE 2012 S/S
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