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Plans for Approval OPW21/0144
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PROPOSED ADDITIONAL WORKS TO AN EXISTING RETAINING WALL AT: 3 ENTERPRISE ST, SUNSHINE BEACH - NOOSA COUNCIL T E ISE STRE PARKRIDGE ROAD APPROVED PLAN OPW21/0144 24 SEP 2021 ENTERPR EG EXISTING POLE W PROPERTY DESCRIPTION HOME STRUCTURE. EG No: 3 ENTERPRISE STREET W NDARY FENCE LOT 337 EG ON: RP16810 W NOOSA SHIRE COUNCIL ES W W EG FP NEW FENCE POST EXISTING BOUN EG BORED PIERS @2m W P NF PROPOSED ADDITIONAL SPACINGS. WORKS TO EXISTING A EXISTING GRASSED ES P APPROX SITE NF RETAINING WALL W 02 TERRACE. CONTOURS 1m P E PROVIDE SLOPE SCOUR NF INTERVALS. OP PROTECTION AND NATIVE ESW ESW ESW SL P NF G SHRUBS WITH STABILISING ROOT ~2850 P P P P P P IN NF NF NF NF NF NF IST SYSTEM TO HORTICULTURIST EX SITE LOCATION PLAN NTS SPECIFICATIONS. EXISTING BOUNDARY FENCE GENERAL NOTES: REINFORCED CONCRETE NOTES: G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER C1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CONSULTANTS DRAWINGS AND SPECIFICATIONS. THE REQUIREMENTS OF THE RELEVANT CURRENT AUSTRALIAN RETAINING WALL SITE LAYOUT PLAN 1:200 @ A3 G2. SETTING OUT DIMENSIONS AND SIZES OF MEMBERS OR ELEMENTS SHALL STANDARD CODES (AS3600, AS2870 & AS1379), BUILDING BY-LAWS AND NOT BE OBTAINED BY SCALING THE DRAWINGS.ALL DIMENSIONS SHOWN ON THE ORDINANCES OF THE RELEVANT LOCAL AUTHORITY THE ENGINEERING DRAWINGS SHALL BE CHECKED BY THE CONTRACTOR C2. ALL CONCRETE PLACEMENT SHALL BE VIBRATED INTO PLACE. BEFORE COMMENCEMENT OF FABRICATION OR SITE WORKS. C3. NO CONCRETE TO BE POURED WHEN SITE TEMPERATURE EXCEEDS 35° C G3. DURING CONSTRUCTION, THE STRUCTURE SHALL BE MAINTAINED IN A SAFE OR FALLS BELOW 5°C RETAINING WALL LEGEND: GEOTECHNICAL: & STABLE CONDITION. CONSTRUCTION LOADS MUST NOT EXCEED THE SAFE C4. PROVIDE THE ENGINEER WITH 48 HOURS NOTICE OF REINFORCEMENT A SITE GEOTECHNICAL CLASSIFICATION REPORT HAS MARK DESCRIPTION NOT BEEN PROVIDED. LOAD CAPACITY OF THE STRUCTURE AT ANY TIME DURING CONSTRUCTION. BEING READY FOR INSPECTION. G4. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE THE C5. NO CONCRETE IS TO BE POURED WITHOUT THE PRIOR APPROVAL OF EGW EXISTING LANDSCAPE CONCRETE SLEEPER SITE CONTAINS DUNAL SAND (NOOSA WHITE) REQUIREMENTS OF THE CURRENT EDITIONS INCLUDING AMENDMENTS OF THE ENGINEER. RETAINING WALL <1m HT BY BUILDER NOT ASSUMED ALLOWABLE BEARING CAPACITY OF 100kPa THE RELEVANT SAA CODES OF PRACTICE AND NATIONAL CONSTRUCTION C6. ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE MATERIAL PART OF WORKS. AT 1m BELOW NSL. CODES NCC, EXCEPT AS VARIED BY THE CONTRACT DOCUMENTS AND OF THE AND WATER. ADOPTED RELATIVE REACTIVITY: 'S' -<20 mm YS ESW EXISTING CONCRETE SLEEPER RETAINING BY-LAWS OF THE LOCAL GOVERNMENT AUTHORITY. C7. ALL FOOTINGS TO FOUND MATERIAL OF MINIMUM SAFE BEARING G5. PERMANENT, IMPOSED AND OTHER LOADS (DEAD & LIVE) FOR THIS PROJECT CAPACITY >100kPa. WALL = 1m ht TO HAVE ADDITIONAL WORKS UNDERTAKEN. RETAINING WALL DESIGN PARAMETERS: HAVE BEEN DETERMINED IN ACCORDANCE WITH AS1170.1 - 2002 & C8. NEW FENCE POST BORED PIERS SHALL INCLUDE FORMA-TUBE SLEEVES. COHESION-LESS DENSE SAND AS4678-2002 EARTH RETAINING STRUCTURES. C9. NO ADDITIONAL FILL MATERIAL SHALL BE PLACED TO THE EXISTING NFP NEW FENCE POST = 18kN/m³ 32° ANGLE OF FRICTION. G6. ALL MEMBERS NOT MENTIONED ON THESE DRAWINGS, EXISTING OR BY SLOPE. Ø450 BORED PIER 1700d MIN OTHERS ARE NOT THE RESPONSIBILITY OF STRUCTURALINC CONSULTING C10. BUILDER TO VERIFY LOCATIONS OF ALL EXISTING SERVICES ON SITE @2m SPACINGS. ENGINEERS. PRIOR TO UNDERTAKING SITE EXCAVATION WORKS. IN-SITU BACKFILL G7. THE METHOD OF CONSTRUCTION AND HEALTH AND SAFETY DURING C11. BORED PIER FOOTINGS SHALL BE N25 CONC MIN STRENGTH GRADE. RISK CLASS A: CONSTRUCTION ARE THE RESPONSIBILITY OF THE BUILDER.. IF STRUCTURAL C12. RETAINING WALL SLEEPERS SHALL BE N40 CONC MIN STRENGTH GRADE. LEVEL BACKFILL WITH 2.5kPa SURCHARGE. ELEMENTS POSE A RISK OR DIFFICULTY WHEN CONSTRUCTING, ADVICE SHALL FENCE WIND DESIGN PARAMETERS BE SOUGHT FROM THE STRUCTURAL ENGINEER. STEELWORK NOTES: REGION: 'B' NOTE: TERRAIN CATEGORY: 3 THIS DESIGN DOES NOT COVER ANY SLOPE STABILITY FENCE NOTES: S1. ALL STEELWORK SHALL COMPLY WITH THE REQUIREMENTS OF:- MATTERS. IF REQUIRED THE CLIENT SHALL ENGAGE A AS4100 - STEEL STRUCTURES Vult - 50yr = 44m/s F1. FENCE RAILS SHALL BE UNS F14 GRADE HARDWOOD TIMBER MIN. CPn = 1.2 SUITABLY QUALIFIED GEOTECHNICAL ENGINEER TO AS2312 - GUIDE TO THE PROTECTION OF IRON AND STEEL. F2. FENCE RAILS SHALL BE CONTINUOUS MEMBERS OVER 2-SPANS & BE H3 AS1214 - HOT DIP GALVANISING OF THREADED FASTENERS CPn = 2.4 @ends. VERIFY THE STABILITY PRIOR TO CONSTRUCTION AND TREATED. S2. PLATES, CLEATS, BRACES AND ALL OTHER HOT ROLLED SECTIONS SHALL Kp = 0.9 ANY RECOMMENDATIONS PERTAINING TO THE F3. ALL UNSEASONED HARDWOOD TIMBER TO BE F14 STRENGTH GRADE WITH BE GRADE 300 MATERIAL U.N.O. AND POWER BRUSHED TO ST2 AND STRUCTURE SHALL BE BROUGHT TO STRUCTURALINC A JOINT GROUP OF J3 MINIMUM. PRIMED WITH AN APPROVED METAL PROTECTIVE COATING. CONSULTING ENGINEERS ATTENTIOON PRIOR TO F2. FENCE PALINGS SHALL BE F14 HWD STRENGTH GRADE TIMBER MIN. H3 S3. ALL EXTERNAL STEEL MEMBERS SHALL HOT DIPPED GALVANISED CONSTRUCTION . TREATED. INCLUDING CLEATS, BOLTS & WASHERS U.N.O. F3. ALL TIMBERS TO BE FREE OF DEFECTS AND COMPLY AS1720 S5. WHERE CORROSION COATINGS ARE DAMAGED OR INHIBITED AND SITE F3. ALL FASTENERS AND FIXINGS TO BE HOT DIP GALVANIZED UNLESS NOTED WELDS ARE UNDERTAKEN 2-COATS INC RICH PAINT SHALL BE APPLIED. OTHERWISE. S9. ALL BOLTS SHALL BE GRADE 4.6/S SNUG TIGHT U.N.O F4. ALL STEEL USED TO BE HEAVY HOT DIP GALVANIZED, CLEAR OF ALL ZINC DEPOSITS AND WELDING SLAG. StructuraLinc Consulting Engineers PROPOSED ADDITIONAL WORKS TO AN EXISTING RW PROJECT No: REV DATE DESCRIPTION BY CHKD DRAWING DETAILS DRAWING SCALE uno Lincoln Roberts - CPEng, NER, RPEQ AT: 3 ENTERPRISE STREET, SUNSHINE BEACH 21-039 A 27-08-2021 FOR COUNCIL APPROVAL LR KA DESIGN LR 1 of 2 0 2 4 6 8 10m C:\Users\Lincoln\Desktop\StructuraLinc\Admin Docs\Logos\TB2.jpg www.structuralinc.com FOR: MS SOPHIE FARQUHAR & MR RYAN THOMSEN DRAWN LR ph: 0478 009468 CHECK BY KA DRAWING TITLE: DWG No: REV SCALE 1:200 A3 e: [email protected] DATE AUG 2021 SITE LOCATION & GENERAL CONSTRUCTION NOTES 01 A This drawing is not to be copied or amended without written permission FOR APPROVAL from StructuraLinc Consulting Engineers RETAINING WALL SITE LAYOUT PLAN
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NOOSA COUNCIL
APPROVED PLAN
OPW21/0144 24 SEP 2021
100x38 UNS F14 HWD H3
TREATED RAILS CONT 2-SPANS.
FIX 1/M10 GALV BOLT EACH SIDE
OF UC FLANGE.
EXISTING SLOPE SHALL HAVE SCOUR
PROTECTION AND NATIVE SHRUBS WITH
1200 MAX FENCE
STABILISING ROOT SYTEMS TO BE SPECIFIED
BY A SUITABLY QUALIFIED HORTICULTURIST. H3 TREATED HWD PAILINGS.
NEW FENCE POSTS & BORED PIERS SHALL BE
INSTALLED AT INTERMEDIATE SPACINGS TO
EXISTING RW POSTS = 2000mm SPACINGS MAX. 100UC 14.8 UNIVERSAL
COLUMN SOLDIERS
@2000mm SPACINGS
1 HOT DIP GALVANISED.
1
LEVEL BACKFILL LEVEL BACKFILL
20
20
IMPERMEABLE CLAY IMPERMEABLE CLAY
'HT' MAX = 1000
'HT' MAX = 1000
CAPPING LAYER. CAPPING LAYER.
100UC 14.8 UNIVERSAL
COLUMN SOLDIERS NEW FENCE POSTS FIRM
@2000mm SPACINGS FREE DRAINING AGAINST EXISTING FREE DRAINING
HOT DIP GALVANISED. GRANULAR BACKFILL. SLEEPERS PROVIDE FC GRANULAR BACKFILL.
A14 BIDIM PACKING IF REQUIRED. A14 BIDIM
GEOTEXTILE FABRIC. GEOTEXTILE FABRIC.
PROPRIETARY 200D x 75
PRE-CAST REINFORCED EXISTING REINFORCED
CONCRETE SLEEPERS. CONCRETE SLEEPERS.
100Ø AGG PIPE WITH
PE. FILTER SOCK DRAIN TO PE.
SLO LO
G OUTLET. GS
TIN TIN
XIS EXIS
:3 HE :3H
1200 DEPTH MIN @2000crs
1V 1V
1700 DEPTH MIN @2000crs
SW1 Ø450 M.C BORED PIERS. Ø450 M.C BORED PIERS.
N25 CONC. N25 CONC.
NFP
150 MAX
Ø450 FORMATUBE
SLEEVE INSERT
250 MAX
450
EXISTING SLEEPER RETAINING WALL
450
ESW DETAIL 1:20@A3
NEW FENCE POST NFP DETAIL
SECTION A
SCALE 1:20 @A3 01
StructuraLinc Consulting Engineers PROPOSED ADDITIONAL WORKS TO AN EXISTING RW PROJECT No:
REV DATE DESCRIPTION BY CHKD DRAWING DETAILS DRAWING SCALE uno Lincoln Roberts - CPEng, NER, RPEQ AT: 3 ENTERPRISE STREET, SUNSHINE BEACH 21-039
A 27-08-2021 FOR COUNCIL APPROVAL LR KA DESIGN LR 2 of 2
0 0.2 0.4 0.6 0.8 1.0m C:\Users\Lincoln\Desktop\StructuraLinc\Admin Docs\Logos\TB2.jpg
www.structuralinc.com FOR: MS SOPHIE FARQUHAR & MR RYAN THOMSEN
DRAWN LR ph: 0478 009468
CHECK BY KA DRAWING TITLE: DWG No: REV
SCALE 1:20 A3 e: [email protected]
DATE AUG 2021 EXISTING SLEEPER WALL DETAIL 02 A
This drawing is not to be copied or amended without written permission
FOR APPROVAL from StructuraLinc Consulting Engineers
NEW FENCE POST SECTION DETAIL.
Used in these records
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