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OPW10/2167 Development Application part 2 of 2 Plans 28 Park Crescent Sunshine Beach
Plans and drawings: the text below has words only, no drawings.
Description
DRAWING SIZE' - A2
PARK ORES. PARK ORES.
CONSTRUCTION NOTES
GENERAL
1. Do not scale from this drawing.
2. AL d'mensbm in mA'metres
3. Setting out dimensions are to be obtained from the architectural
drawings
4. Any discrepancies between these drawing and the architectural drawings
are to be refined to the engineer immediately.
5 The bolder is responsible for locating all existing services ethn and
odpcet the allotment and shall ensure that all new works are In
accordance with the attached critical depth 6e diagram.
FOOTPATHS AND DRIVEWAYS:
1. Existing footpat s to be new at poor to removal
2 Crossings are not designed for commercial vehicles
3. Comte driveway to be 125mm tW excluding my Pmloed fredaants,
eg st-ON
4. Concrete surface
face tolerance FSOmm over 3.0m
5, Concrete 1432 in aroordmce with AS 1379 and AS 3600
6. Reinforcement fabric to AS 1304, placed central skit depth
7. Expansion joints to be 10Yrr1 wide wet tooled with my 2sd mesh
wire cut along Joint.
& One cram point permitted far each allotment
9. For roved drewap, maunm Wades apply to inside edge of arse
10. Al services to be located and protected as replied prior to work
aronendy
it. Sub7ode to how a minimum bewky capacity of 1OpPe
FIWNG NOTES
-The site is to be scraped dew of at organic material ad debuts
.he *Egnde is to be tarepated and proof ruled with a vibrating
steel drum rater. The compaction is to be sufficient to achieve a blow
amt of 7 blows per 300nm with an approved Perth Sand Penetrometer
for o depth of 1.0n below esoaoted led Copies of compaction lad
resits Ad be presented to SCC Consulting Engineers for approval
- Upon the written approval of the ngrade preparations by SCG
ComitillkV Engineers
the allotment is to be led to the specified levels.
- The fi material does grads material (ie sad to o dopy sand in
accordance with AS1726) be free of my organic material and have a day
content of less than 12% (Plasticity odes less than 25X, lien shrinkage
of I51). The proposed material is to be inspected by SCG Consulting
Engineers prior to its removal to ensue its compatibility,
- Any fill or base course material is to be placed and compacted in
accordance with AS3798-2007 to a level sufficient to achieve o Level 1
certification with a minnem relative held density of 95X Copies of
compaction tat results shall be presented to SCC Consulting Engineers
for approval
- Fling and compacting od)xent existing structures is to be in strict
accordance with the associated details and specificatiom
- Area where esistky structures or trees are removed shat be bocklited
with the approved fill material compacted In accordance with
AS3798-2007 to achieve o minimum relative field density of 95X
- Any base or soft material uncovered in the site preparation that be
removed and replaced with the approved fill material compacted in
accordance with AS3798-2007 to achieve o minimum relative fold
density of 951
- Site drainage and sit protection measures nut be installed prior to
construction caanenckp
PAVEbL11T NOTES
1. Prior to placement of pavement material the sbgrode is to be
stripped to level. Any organic matter or debris is to be removed and
replaced with approved compacted material. The subpade that be proof
rolled to a minimum of 98% dry density as detemned by compaction
testing it occadaxe with AS1289
SITE PLAN N PROPOSED SILT & SEDIMENT CONTROL PLAN SITE PLAN N STORMWATER DRAINAGE 2 Pavement materiab shat comply with the following main roods
dpwMsnt specification WS11.05:
(Scale 1 : 200) (Scale 1 : 200) - Bose course to consist of aggregate type 236 Oraang B or C
3, Pavement material that be extended a mriam of 156m beyond
the edge of dive and that be a mnirum of 100mm thick U.N.O.
4. Base and wit-base courses we to be compacted in byes not
exceeding I50mm in thidness to o hieve 95% dry deity or greater with
one lest per 200mm tf ees of each lute.
-- FMA.E 11t WW r101€ Pie 6 PA01EC1ED 5. Al compaction testing resits to be presented to Be engineer far
1111 AN APPROED LEAF 110 S110.lt
- WE PIT .LIST E ahPPW N QQABt 01011 approval prior to proceeding to the rod stage of construction.
AS SPECIFIED.
LEGEND - Of PIT MU E BA0B1hl9(D ON A
REOA/A 8A tS fS MrT6) TO Pllq^( ANY A1S
tRM hRW
- 1( P11 9010 ONLY E USED FOR 1(
Pine Grid at Base I ssue:
INDICATES EXISTING SURFACE DISPOSAL OF 5701mAIER
CONSTRUCTION
BpO' CONTOUR AND LEVEL TO AHD.
- - CONSULTING
p, O INDICATES PROPOSED FINISHED SPOT
10 SI M AMRthED at KMM
SURFACE LEVELS TO AHD. IDaES PM N CCe1DICNC Art EMD esS lot
Ma 610 E C0611WID NOS At WOW
FAIL INDICATES DIRECTION OF FALL saKNm Nr E1leeo IP WE 0101ES TO Bala
M ST IO1LR ENTRAP" OWNS MW 11141111 1/11 PROJECT AVE NOOSAVILLE OLD 4566
IN FINISHED SURFACE PEAK N NDOI1g1 "I SLIM TIES 1C FDIQ
NO 9W1 Wit (Nest IECNwJNw6 NlOWITS 180.61
Ph (07) 5455 5604 Fax (07) 5455 5696
1)t USE OF MACE KKK OR SCOUR PROACRD
SINK Dt FDICE weST OD" N PUk WIL 90
_ SILT _ SILT RETENTION FENCE TO DETAIL TPa 1)401 PNOt0 LANDSCAPING NO SRAM X EASES Title: Operational Works Plan.
ARE e61NLLD
150 THK. DRIVEWAY SLAB ON COMPACTED Project 28 Park Cres
DS MATERIAL, SL92 MESH, TOP 40 COVER, Sunshine Beach
STORMWATER SOAKER PIT DETAIL SILT RENTENTION FENCE DETAIL
FLEXIBLE JOINT AGAINST MASONRY/CONCRETE. Date: Oct 2010 Drg No. 20221 -OW
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