1905 10 Opal St RevB

 

o

|

 

REMOVE 9m? EXISTING
CONCRETE CROSSOVER

 

 

 

SAWCUT & JOIN SMOOTHLY
TO EXISTING AS PER
DETAIL ON 1905-02

 

 

 

 

 

ALIGN LIP OF M1 KERB WITH} —
ROAD LIP OF VEE DRAIN

 

 

 

 

TAPER OVER 300mm TO SMOOTHLY

 

MATCH EXISTING DRAIN

 

Ke to

 

NEW CONCRETE DRIVEWAY CROSSOVER
TO IPWEAQ RS-049 & RS-050

 

 

 

 

-— EXISTING BITUMEN SURFACING TO BE
SAWCUT TO ALLOW NEW ASPHALT 10.
JOIN SMOOTHLY TO EXISTING SEAL

 

 

 

 

ro 250 MIN
|
|

 

 

 

EXISTING PAVEMENT TO BE CUT
BACK TO PROVIDE CLEAN GRAVEL

 

 

 

 

YN.

FACE FOR NEW PAVEMENT
PAVEMENT JOINING DETAIL

 

 

 

CONCRETE HAS HARDENED SUCH THAT IT
WILL NOT BE DAMAGED BY THE BLADE OF A
S CUT SAW FILL JOINT AS PER DETAIL A

 

 

 

 

SAW JOINT 3mm WIDE D/3 DEEP MIN WHEN] =~ —-—74

 

| CUT OUT EVERY SECOND WIRE

 

 

 

 

DIRECTLY UNDER JOINT AND.
DEPRESS FABRIC LOCALLY

 

 

 

SAWN JOINT (Cu)

  
      
        
   

 

a

 

SAWCUT & JOIN SMOOTHLY TO
EXISTING AS PER DETAIL ON 1905-02

 

 

 

 

LL107.72
IL#107.12

 

 

 

 

JOIN NEW M1 KERB SMOOTHLY TO EXISTING. EXISTING
KERB ABOUT 300mm SHORT OF PROPERTY BOUNDARY
ALIGN LIP OF M1 KERB WITH ROAD LIP OF VEE DRAIN.

 

 

 

LEGEND — EXISTING SERVICES

BOUNDARY
EASEMENT

Aeets fp pp fs BUILDING

| | PAAAAAAAAAAAAAAAAAAA CONCRETE

N —. 2

DRAINAGE

| | Lee add tte EDGE OF BITUMEN

—_+

 

oe

 

REMOVE 17m? EXISTING CONCRETE VEE DRAIN ALONG FRONTAGE OF PROPERTY TO TIP
=

 

 

NEW MOUNTABLE TYPE M1 KERB & CHANNEL TO RS-080 & SEEPAGE DRAIN TO RS-140]

 

Ay EXISTING ROOFWATER TO GULLY PIT

 

  

EXISTING CONCRETE
DRIVEWAY TO REMAIN

 

 

 

FFL107.900

\f JOINS PLAN 1905-03

JOINT LEGEND:

Gd = SAWN JOINT AS PER DETAIL ON SHEET 1905-02
= ROAD DOWEL JOINT AS PER DETAIL ON IPWEA RS-050

NOTE:
1, DRIVEWAY PAVEMENT DEPTH 125mm WITH 50mm EDGE THICKING & N12 EDGE TRIMMER BARS

 

/——F ENCE

 

> —_P 2 > DRAINAGE CHANNEL

KERB

OVERHEAD POWER

DN150 AC SEWER

DN100 AC SEWER RISING MAIN

W DN100 AC WATER MAIN
T TELSTRA
® WATER METER
tl TELSTRA PIT
POWER POLE

ors
° 2 TREE

Gow

~$ NS107.487 NATURAL SURFACE LEVELS

 

 

 

 

 

 

 

 

 

 

-@- FL107.487
-& 1L107.487

- KL107.487

LEGEND — PROPOSED SER’

VICES

NEW 30mm AC SURFACING & PRIMER SEAL WITH
10mm PRE-COAT AGGREGATE AND 400mm GRAVEL TO
ROAD & 250mm GRAVEL TO DRIVEWAY. ACTUAL
THICKNESS SUBJECT TO CBR TESTING

NEW CONCRETE DRIVEWAY CROSSOVER N32
CONCRETE 125mm THICK TO RS-049 & RS-050

NEW TYPE M1 CONCRETE KERB
AND CHANNEL TO RS-080

TOPSOIL & TURF FOOTPATH TO HAVE VERGE FREE
DRAIN TO TOP OF NEW KERB & DRIVEWAY

NEW CONCRETE AND AC SURFACE LEVELS
NEW CONCRETE INVERT OF 150mm
KERB SURFACE LEVELS

NEW CONCRETE TOP OF 150mm
KERB SURFACE LEVELS

Toth Environmental )

Environmental &
Hydraulic Engineers

PO BOX 2305
NOOSA HEADS 4567
y! 8/41 Sunshine Beach Road
= Phone 54749081
www.callaghonandtoth.com.au

designed [ADI] datum AND DERIVED
drawn MP

. PM 10192
checked | CL Origin (BM.) RL 111.413

 

 

 

 

 

 

approved
SURVEYED BY

MAX WATTERSON & ASSOCIATES
PHONE (07) 54426121

 

_———
project

PROPOSED COMMUNITY TITLES
SCHEME (2 LOTS)
10 OPAL STREET
COOROY Q. 4563

ld

($$ <~r
Client

ROBERT ERHARTER

TS)

—————————————————
title

OPAL STREET ACCESS DRIVEWAY
& STREET IMPROVEMENTS PLAN

_————

LOT 6 on RP 82318

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

En
_————

 

SCALE
0 1.25 2.5 3.75 5 6.25 Meters. 12.5}
SS SSS

scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:250(A3) DO NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED

 

 

REVISIONS

revision
A | PREMILIMARY

B | FOR APPROVAL

 

FILES

 

COMPUTER DIRECTORY
X:\JOBS\CT PRO N PROG\1905

FOR APPROVAL

Sheet 2 of 3. sheets
drawing number

1905-02

 

 

 

 

 

 

 

 

 

XK date 30 MAY 2019 yy,