SUPEREDED Approved Plans MCU16 0117 & OPW16 212 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
                                                                                                                                                                                              RS-051




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                                                    GARAGE                                               GARAGE
                                                    FSL 109.10                                           FSL 109.10




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




                                                                         APPROVED PLANS
                                                                      MCU16/0117 & OPW16/0212
                                                                          NOOSA COUNCIL                                              PL 9.50
                                                                           16 MARCH 2017


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S + + RS=049-AND-RS=050 PROPOSED RESIDENCES
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NOTES pithy /” -Pavenet Level \
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER: location uy) —+ +
CONSULTANTS DRAWINGS AND SPECIFICATIONS. | " al
2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES IN THE CONTRACT = Nic
DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER. “4-7-7 LEGEND ARNING
T —— THE CONTRACTOR SHALL CONFIRM THE
3. DONOT SCALE FROM DRAWINGS IF IN DOUBT, ASKI!
APPROVED PLANS LOCATION OF ALL EXISTING SERVICES ON
A. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS SL72 fabric (central) Existing contours AND EXTERIOR TO THE SITE INCLUDING
AND LEVELS PRIOR TO CONSTRUCTION TYPICAL DRIVEWAY KERB DETAIL MCU16/0117 & OPW16/0212 3 WATER MAINS, SEWER MAINS, GAS MAINS
TELECOMMUNICA TIC CABLES, ELECTRICAL
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE NOOSA COUNCIL TELEC FATIONS CABLES CTRICA
BUILDING CODE OF AUSTRALIA (INCLUDING THE QUEENSLAND SUPPLEMENT], THE XPL 9.50 Proposed Pavement Level (refer detail) CABLES, AND STORMWATER PIPES. ANY
QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND THE LOCAL JAMAGE TO EXISTING SERV! SHALL B
AUTHORITY'S BY-LAWS. 16 MARCH 2017 / DAMAGE TO EXISTING SER HALL Be
Key Joint REPAIRED AT THE SE
6, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR
TO COMMENCEMENT OF WORKS. Saw Joint
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO NuIL
BE uPVC CLASS ‘SH’. NU
20 x 40 Joint sealant Bolster cut slab (3w x 30d) O 600 X 600 GRATED INLET PIT ENGNEER MUST BE NOTIFIED OF REVISION LIST
8 SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS. Fill joint to 3mm. below surface . t ot Pr A {ORIGINAL ISSUE 15/9/2016
AND SATISFACTORY MAINTENANCE IS COMPLETED. . J _ . CHANGES TO DESIGN PLANS. IF B_| AMENDED 0112/16
with Fosroc Expandite Thioflex 600g NOT, AS CONSTRUCTED DRAWINGS
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE Danley Key joint or similar. WILL NOT BE ISSUED.
WITH COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S with R12 dowels at 300 CRS .
DECISION NOTICE-DEVELOPMENT PERMIT,
5 T 1
10. CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S ? q ~ I
STANDARD DRAWING NO. 01-75 AND SHALL BE CONSTRUCTED STRICTLY IN + 4
ACCORDANCE WITH COUNCIL STANDARD DRAWING NO. 01-15E NOTE ; DIA l BEFORE
11. ALL TEMPORARY & PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY Cut every second wire
WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MU.T C.D). SAW CUTS (USING-A SOFT CUT SAW) SHALL directly under joint and
EXISTING LINE MARKING SHALL BE REMOVED BY GRINDING NOT“BLACKING OUT". AoC A A vetAte KBR depress fabric locally
PLACEMENT (WHEN AVERAGE AMBIENT .
COUNCIL DOES NOT APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. CEP UR tee be see Tee EME www.1100.com.au TT
12. KERB MARKERS SHALL BE PROVIDED FOR ALL WATER, TELSTRA AND ANY ‘SHALL BE REDUCED TO 4 HOURS). SER - STV

OTHER SERVICE CONDUIT ROAD CROSSINGS AS APPLICABLE

TYPICAL KEY JOINT DETAIL

TYPICAL SAW CUT JOINT DETAIL

 

 

 

 

16-0604-C1 1/B