Attachment A - Staging plans · MCU13/0211.02

Callaghan & Toth
  Civil, Environmental &
  Hydraulic Engineers


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PONT] EASTING NORTHING LEVEL DESCRIPTION LEGEND: ( ~\
1 258.400 166.134 1001 UIP KERB & CHANNEL — EXISTING OVERHEAD POWER STAGE 1 300mm WIDE 25mm AC SURFACING Callaghan & Toth
2 260.336 165,630 1122 END TAPER [a REFER TO PLAN 0619-7 FOR GRAVEL SPECIFICATION Civil, Envi 1 &
3 270.169 165.630 1320 END DRIVEWAY AT BOUNDARY. ©) TOPSOIL (751 DEEP) FERTILIZE & TURF VERGE Hed Ly th Eeuinens
4 210.412 159.630 1320 END DRIVEWAY AT BOUNDARY EXISTING TREE vuvy mm 1s ydraulic Engineers
5 760.408 159.630 172 END TAPER ALL DISTURBED AREAS OTHER THAN LANDSCAPED GARDEN Po 8x 230
6 258.468 159.330 1035 LIP_ KERB & CHANNEL NOOSA HEADS 4
1 755,353 159.330 1.088 TPR? 4 EXISTING CONCRETE DRIVEWAY OR PATH STAGE 2 PROPOSED BARRIER TYPE KERB & CHANNEL WITH SEEPAGE i 8/41 Sunshine Beach Rood
g 253.415 158.018 1110 TPR? END KERB 4. UNDER TO IPWEAQ STD DWG'S RS-080 & RS-140 =] ver cata Sh 74061
\ 02 9. PROPOSED FINISH SURFACE LEVEL WITH - -
| | a 62 SEIOUT PONT NUMBER | SAE | PROPOSED SEMMOUNTABLE KERB SS TO IPWEAQ STD Geared OT] datum TD
i ! 6, drawn__| IN PSM. 75737
\ 109? NATURAL SURFACE LEVEL STAGE 1 NEW FOOTPATH TO IPWEAQ STD DRG RS—065 TO WIDTHS checked [AH | Origin (BM) RL 1.455
| APPROXIMATE TELSTRA LOCATION AS PER PLAN
\ 8 —_ T—_ 4
! CONFIRM BEFORE EXCAVATION [___] STAGE 1 ACCESS DRIVEWAY 6m WIDE TO IPWEAQ STD DWG 50 & 51 | PERRET
__———_—
a \ \ S JONES FLINT & PIKE
i | ae LC STAGE 1 INTERNAL DRIVEWAY TO ARCHITECTS DETAILS PHONE 54432500
hd ° O
! _ La
\ 7 STAGE 2 NEW FOOTPATH TO IPWEAQ STD DRG RS—065 TO WIDTHS ‘ect
| eee A964 = oe PROPOSED ROAD WIDENING
1 k === L = 4.964
ff P I GRADE = 1% as STAGE 2 ACCESS DRIVEWAY 6m WIDE TO IPWEAQ STD DWG 50 & 51 FOR UNIT DEVELOPMENT AT
| 128-132 GYMPIE TERRACE
! 1! INSPECTION CHAWBER AS PER & (II stice 2 inTeRNaL oRIveway TO ARCHITECTS DETALS
| | CONSTRUCTION HYDRAULIC PLAN DETAIL. . \ )
| | [> [ns 1.079 w ———owe—
hy | ——EX FIELD INLET PIT @ Client
N | GRATE 0.986 ee
PIT IL 0.266 = PERTIES PTY LTD
| | NEW PIPE IL 0.511 = 3 9 NC OLIVER PRO
8
iI 7! 2” MCH3881
i! | LOWER TELSTRA IF NECESSARY 8
- . OX 3 - ( )
| oes 0.48 KPPR L, | INTERLOT DRAINAGE AS PER ‘CONSTRUCTION title
| Vy WATER MAIN] | = HYDRAULIC’ SITE STORM WATER OPERATIONAL 2 co] | OPERATIONAL WORKS DETAIL
| ' OBVERT 0.27 WORKS PLAN 1451-0-2 =|} PLAN 1
i | 150mm CLEAR x o MCH3881 MCH3881 =
KD
! | 8 6 a
(—_—_———<<eeeeee—e—v——*
st w r ld
| | ' = = o & n
| ' PROPOSED NEW UNITS DRIVEWAY
| REFER TO REINMAC CIVIL
1 | ——_ o 3 Q DRAWINGS 25908-C1 TO C2 & LOTS 1 2 3 & 9 on MCH3881
| | FOR DETAILS .
| o oO Parish of TEWANTIN
! —— <| 7 County of MARCH
| tal INVERT AND 6m WIDE ACCESS Q NOOSA SHIRE COUNCIL
I im ,
i | —F 8 TO IPWEAQ STD DWG RS-051 2 Locality of NOOSAVILLE
! Q WITH TAPERS AS SHOWN. INE LN )
| = r----,{,..---_
| ————— STAGE i SCALE
7, {I | & 0 1.25 2.53.75 5 6.25 Meters 12.8
|) I \ ro)
I a
| OT o scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
= 1:250(A3) DO NOT SCALE FROM THIS DRAWING
| ' oS USE ONLY DIMENSIONS PROVIDED
REVISIONS
i | 4 02 4 03
' | 01 rT
- | | ‘A [FOR APPROVAL
| pope & | REVISED STORMWATER CONNECTION
i is e C | STAGING PLAN
I en REMOVE FOR STAGE 2
| ‘ < <I Ge
| == rs ee 2.50 TAPER
O76 REFER TO HYDRAULICS PLANS
15 vo iq FOR GRATE DETAILS FILES
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¥ oS = Xo, “g ‘ |,“ ____—. 9.81 COMPUTER DIRECTORY
eS Ry = voov YW NY C:\KEAYS\JOBS\06109\....
1 My Y
SWWH y 4| FOR APPROVAL
REMOVE GARDEN & ee
Alexander David Toth 069 REPLACE WITH. TURF Ee
NAME RPEQ ee Sheet 2 of 5. sheets
ee a drawing number
—
msi ee i 0619-05
SIGNED DATE ie ° = os _ Cc
i 7 _ a = ExT WIDE BIKEWAY 2m WIDE BKEWAY TOIPWEAQ sn TURF ALL DISTURBED Al | tC date 25th MARCH 2019 )