Approved Plans OPW21-0255

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Hl 7
SETOUT TABLE INSTALL boan Eo REMOVE AND REPLACE EXISTING CROSSOVER
No. EASTING NORTHING LIP FROM INVERT TO MEET 85th PERCENTILE VEHICLE 0.30 CLEAR TO 40mm PVC TELE CONDUIT
OF CHANNEL REQUIREMENTS PER IPWEA-RS-049 & 050 WITH 400mm COVER & 100mm SEPARATION
1 641.338 $13.750 TO ENERGEX. ENERGEX CONDUIT TO BE 50mm
2 686.265, 610.948 s = HD ELECTRICAL CONDUIT 10
3 687.688 610.416 Ss ! a \ SP298773
4 689.382 609.778 >= / BaP | #2
5 690.050 609.528 S IS Re CONCRETE CHANNEL PER ADJACENT
6 692.808 609.616 LE , Ss & SS 1 TYPICAL DRIVEWAY DETAIL
7 693.913 612371 “ag, 328 /8 1
8 690.654 612505 * fi
9 688.142 613.223 Io ay
10 689.623 614,892 aye pa
iW 691.428 614.127 S)
¥
12 687.018 609.072 &
13 688.755 608.416 H >
14 680.099 594.702 §
15, 678.998 591.747 & 3
16 680.092, 591.339 Py iq
7 681.208 594,289 iy 2
as =
REMOVE AND REPLACE cl s Ses
> Ws:
FOOTPATH PER IPWEA-RS-065 TO S __[ic5m WIDE EASEMENT FOR aa z yy v
MATCH NEW DRIVEWAY LEVELS / ° +17 |_ ACCESS & SERVICES ° 0.30 CLEAR TO 0082 PEI00 PNI6
. 4 | WATER SERVICE BLUE STRIPE_0.3 COVER
3 x 45L STREET TREES TO NC ; an \
LANDSCAPE SPECIFICATION & t
eA SETAILON PUAN OS ! > ' LEGEND = EXISTING SERVICES LEGEND — PROPOSED SERVICES
BOUNDARY
J fe i NEW CONCRETE DRIVEWAY N32 CONCRETE 125mm
/ RY. EASEMENT | THICK TO RS~049 & RS-050 WITH 75mm
1 Leee yes psy BULDING SUB-BASE GRAVEL IF SUB~GRADE LESS THAN CBR6
I
/ / rrwrrwwrrrwwrrwww—_CONCRETE a NEW 600x600 RW PIT WITH GRATED LID
it
° ys p D ORANGE SW— _NEW DNI50 PVC RRU STORMWATER PIPE
} i! EDGE OF BITUMEN
/ x FENCE NEW TOPSOIL 75mm THICK WITH FERTILISER
/ & ROLLED B GRADE WINTER GREEN TURF.
/ DRAINAGE. CHANNEL MAINTAIN: UNTIL ON. MAINTENANCE
/ a —— -- ——__--—_ tra
/ [}—- £. ———__ ew ELECTRICAL/TELE PILLAR WITH CONDUIT
r > 5 \ CONTOUR MINOR REFER TO TYPICAL CROSS SECTION, TYPICAL
RP20230! —----- + 409-5- CONTOUR MAJOR [EBB sc —sc —— new water weTER WH SERVICE REFER
(Existing Desctiption) OVERHEAD POWER TO NCA. CROSS SECTION, TICAL
- g fip DRIVEWAY CENTRELINE REFER 10
\ DN150 AC SEWER PLAN 03 FOR SETOUT TABLE
\ DN100 AC SEWER RISING MAIN DN300 BOULDERS OVER A34 GEOFABRIC
DN100 AC WATER MAIN AS RETAINING WALL
a roposed \ w w
T T TELSTRA
INSTALL 6mm 2 = Lot 20 ree yereR JOINT LEGEND:
HIGH LIP FROM 1 \ og SAWN JOINT TO DETAIL ON IPWEAG RS-065
INVERT OF 1 ~~) 1 HYDRANT DEJ = DOWELLED EXPANSION JOINT TO DETAIL ON IPWEAQ RS-065
CHANNEL 1 wR me \ Ed = PATHWAY WIDENING/JOINING TO DETAIL ON IPWEAQ RS-065
I \ TELSTRA PIT
* !
Khe I > POWER POLE
% ! wail TREE NOOSA COUNCIL
} APPROVED PLAN
fe - NS107.487 NATURAL SURFACE LEVELS
/ ~ OPW21/0255 15 OCT 2021
ae sy
/ ~~ [820 9p 3.08 $$ 0.75 0
iy / > 5 aL ae 0.30
// 4 <2.5% — t+
Survey Control AHDD — 1 z ObaT PEI00 PAT
( Point [Easting [Northing [Elevation [Code N12 TRIMMER BAR, 50 CLEAR b WATER SERVICE BLUE
J 19 __|717.393_|716.678 | 107.206 | OPSMI116146 8 STRIPE 0.3 COVER
20 [669.801 [555.146 | 109.841 _| OBOLT NB? CONCRETE s
i ee Zam CTE COUT WIN em} —o Han concer SENT SEER
ae eee OO GNERENCINOUT 10 Be Se 4 TYPICAL DRIVEWAY & SERVICE LOCATION SECTION [piece Tmancars
nm
ELECTRICAL CONDUIT ee LIELESS THAN CBRE
/ SCALE 1:25 (A3)

 

 

 

      
 

  

 

  

 

 

 
  

 

 

        
       

 

 

 

 

JOINS PLAN 2102-03

4 Callaghan & Toth )

Civil, Environmental &

Hydraulic Engineers

1.16/90 Goodchap St NOOSAVILLE
PO. BOK 2305

i) NOOSA HEADS 4567
Ph: 54749081

 

 

 

 

 

 

= worn callaghonondioth.com.ou
designed [ADT] dotum AHO DERVED
drawn, MP . PM 116146
checked [MP | Origin (BM) _RL_107.206
approved
SURVEYED

 

 

PHONE (07) 54412188

project

 

 

 

   

 

  

 

   
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 
 
  

 

LOT RECONFIGURATION
18 PEARSONS ROAD
COOROY Q. 4563

a |
———.
Client

WALKER COLEMAN P/L ATF
CD)

title

SETOUT PLAN 1 OF 3

LD
(FD

LOT 5 on RP202304

Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY

|

SCALE

 

0 1,25 25 3.125 Miers 6.25)
Scale SCALE SHOWN IS ORIGNAL DRANG SCALE
1:125 (A3) 00 _NOT SCALE FROM THIS DRAWING

USE ONLY DIMENSIONS PROVIDED

 

 

 

 

 

 

 

REVISIONS,

Foe]_revision details date
‘A | FOR APPROVAL 05/21
B [FOR OPW APPROVAL (08/21
R J

 

 

 

FILES

 

COMPUTER DIRECTORY
XWOBS\CT PRO_N PROG\2102

 

 

 

FOR APPROVAL

 

 

Sheet 2 of 8 sheets

 

 

 

 

‘drawing number

2102-02

 

 

 

date AUGUST 2021