Response to Information Request MCU16/0117 & OPW16/0212

[Attachment: Amended Engineering Plans.pdf]
                                                                                                                                                                                              LINDSAY CONSULTING PTY
                                                                                                                                                                                                                 LTD




                                                    GARAGE               1000lt Slimline water tanks.
                                                                         Outlet to drain to centre 300   GARAGE
                                                    FSL 109.10           pipe
                                                                                                         FSL 109.10
8000 Min Passing length




                                                                                                                                                              1000lt Slimline water tanks.
                                                                                                                                                              Outlet to drain to centre 300




                                                                                                00
                                                                                                                                                              pipe




                                                                                              9.
                                                                                           10
                                                                                                                                                                                  .40




                                                                                       PL
                          PL                                                                                                                                                   8
                             1                                                                                                                    0                         10
                                 0 9.
                                        10                                                                                                  0 8.7                  PL
                                                                                                                              8.70        L1                  8.60PL
                                             PL                                                                       PL 10              P            P L 1 0
                                                                                                                                                                     108
                                    10                                             PL                                                   PL                               .4
                                09.               10                                  1    08.                                             108.                                     0
                          P   L1                     8   .9                                      80                                            70
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                                                                                       PL
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                                                                                           10
                                                                  10




                                                                                              9.
                                                                 PL




                                                                                                 00
                                                    GARAGE                                               GARAGE
                                                    FSL 109.10                                           FSL 109.10




                                                                       1000lt Slimline water tanks.
                                                                       Outlet to drain to centre 300
                                                                       pipe




                                                                                                                                     PL 9.50


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FSL 109.10 re FSL 109.10 ACCURDANCE WITH T ROSSITER & S MURPHY
3 + + RS-049 AND RS-050 PROPOSED RESIDENCES
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+ ASSOCIATED CONSULTANTS
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+ 20 mm Arris Tr
NOTES [ 120) / -pavenect Level \
CONSULTANTS DRAWINGS AND SPECFICATONS, ca — ’
2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES IN THE CONTRACT EI A R N | wire
DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER, - a _—— LEG EN D NG

DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!!

CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS
AND LEVELS PRIOR TO CONSTRUCTION.

ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE
BUILDING CODE OF AUSTRALIA (INCLUDING THE QUEENSLAND SUPPLEMENT), THE
QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND THE LOCAL
AUTHORITY'S BY-LAWS.

THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR
TO COMMENCEMENT OF WORKS.

ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO
BE uPVC CLASS ‘SH

SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS
AND SATISFACTORY MAINTENANCE IS COMPLETED.

ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S
DECISION NOTICE-DEVELOPMENT PERMIT.

CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S
STANDARD DRAWING NO, 01-75 AND SHALL BE CONSTRUCTED STRICTLY IN
ACCORDANCE WITH COUNCIL STANDARD DRAWING NO. 01-15F.

ALL TEMPORARY & PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY.
WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MU.T.C.D).
EXISTING LINE MARKING SHALL BE REMOVED BY GRINDING NOT“BLACKING OUT”,
COUNCIL DOES NOT APPROVE OF BLACKING QUT OF EXISTING LINE MARKING,

KERB MARKERS SHALL BE PROVIDED FOR ALL WATER, TELSTRA AND ANY
OTHER SERVICE CONDUIT ROAD CROSSINGS AS APPLICABLE

t
SL72 fabric (central)

TYPICAL DRIVEWAY KERB DETAIL

20 x 40 Joint sealant

Danley Key joint

with R12 dowels at 300 CRS

Bolster cut slab (3w x 30d)
Fill joint to 3mm. below surface

with Fosroc Expandite Thioflex 600g
or similar.

 

—j—

TYPICAL KEY JOINT DETAIL

 

 

Cut every second wire
directly under joint and
depress fabric locally.

‘SAW CUTS (USING A SOFT CUT SAW) SHALL
BE INSTALLED WITHIN & HOURS OF CONCRETE
PLACEMENT (WHEN AVERAGE AMBIENT
TEMPERATURE EXCEEDS 32° THIS TIME
‘SHALL BE REDUCED TO 4 HOURS}

TYPICAL SAW CUT JOINT DETAIL

PL 9.50 Proposed Pavement Level (refer detail)

Existing contours

Key Joint

Saw Joint

600 X 600 GRATED INLET PIT

THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING
WATER MAINS, SEWER MAINS, GAS MAINS
TELECOMMUNICA TIC CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY
DAMAGE TO EXISTING SERV! SHALL BE
REPAIRED AT THE SE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NUE REVISION LIST
ENGINEER MUST BE NOTIFIED OF ‘A TORIGINAL ISSUE 15/9/2016
CHANGES TO DESIGN PLANS. IF B_| AMENDED 01/12/16
NOT, AS CONSTRUCTED DRAWINGS
WILL NOT BE ISSUED.
www.1100.com.au TD Tp DWG
aE RE TE

 

 

 

 

16-0604-C1 1/B