SCG 28084-CD Issue 8 2020.05.14

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                                                                                                                                                                                                                                                                                          MARY STREET                                                                                                               2




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Rev. - 10.06.16
                                                         DEBUILD T/A
                                                Title:




                             Date:
                                                                                                                                                 Issue:




                                      Project




                  Checked:
                             Drawn

                  Drg No.
                                                          ABN 40 098 481 899




                             Design

                    Rev.
                                                                                                               Noosa Heads



                                                                               web:www.scg-engineers.com
                                                                               email:[email protected]
                                                                               Ph (07) 5455 5604
                                                                                                               Unit 1/11 Project Ave,


[OCR of page images]
 

 

DRAWING SIZE - At LEGEND. CONSTRUCTION NOTES

GENERAL:
1. DO NOT SCALE FROM THIS DRAWING,
a EXISTING SURFACE SPOT LEVELS. 2. ALL DIMENSIONS IN. MILLIMETRES
= 3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS.
ae INDICATES DEPTH OF CUT OR FILL 4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL

DRAWINGS ARE 10 BE REFERRED TO THE ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW

FILL 0.9m AS NOTED
LOT 2 ON RP 802207

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
Level Datum AHD E INDICATES OVERHEAD ELECTRICITY DIAGRAM.
Level Origin PSM19568, RL1.245m ~ SUPPLY LINE FILLING NOTES:
8 —THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
= DEBRIS.
g yy, ——— INDICATES WATER MAIN APPROX TO ACHEVE A MMM RELATVE FELD DENSITY OF SER HE COMPACTON S
R ALIGNMENT, BUILDER 1 CONFIRM TH AN APPROVED PERT: SAND PENETROMETER FOR A DEPT OF 10m
oe e 7 EXACT LOCATION PRIOR TO WORKS BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS SHALL BE
< Sy Ces Ne) PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
. VY —THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A CLAYEY
BS. ree a> av av v — T NGKMENT weaker no cone SAND IN ACCORDANCE WITH ASI726) BE FREE OF ANY ORGANIC MATERIAL
o+ = “Y GY “ ; AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
+ RP BOUNDARY RW-01 THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
5 Z ZZ Z Z 7 Z Z EXACT LOCATION PRIOR TO WORKS INSPECTED BY SCG CONSULTING oe PRIOR TO ITS REMOVAL TO
K ENSURE ITS COMPATIBILITY.
a NY) Ss alec FILL 0.49m THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
0.5511 —y Vv , : , RW-O1 TYPE 1 RETAINING WALL REFER AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
UW — WITH A MINIMUM RELATIVE FIELD DENSITY OF 98% COPIES OF COMPACTION
—w ol wW 1 - - TTT a y DETAILS. TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
fof / / fof / / / ff APPROVAL.
s a, y fff OOOO xo “FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES IS TO BE IN
x< ls © / STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFICATIONS.
® 9 x AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
Ss Vv ® BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
x L / Y WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%
OG. HS y J % | EXISTING 600(H) TIMBER —ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
wee 4 1 J PROPOSED / SLEEPER RETAINING SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
Ol S| / OFFICES & WALL TO REMAIN. CONPACTEDN ACCORDANCE WITH ASZ570-1885 TO ACHEVE A MRIUM
V Re a y / FFL 2.70 aS > —SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
/ / / . | 7] TO CONSTRUCTION COMMENCING.
MK a é / / e a ) 3/\/=
we J / J a
= Z LY Y JS | Zz
ly <6 2,9 Wo 2 o . / Se
Op rie OF 65 /1o eS fo, J , 1 o Vv a
: Oo. : cs) / / / / / / / a
Uy 6S Kelle eee LISS SSL LLL L J :
ue] e | EXISTING STRUCTURE/DWELLING INCLUDING
Bb Vv
| * | | REFER DRG. 28084-OW4 NEIGHBOURING ALLOTMENTS
WY = FOR DRIVE WAY DETAILS. KP
| — ofp Fu 036m 1
woke i Pits -0.20m & an Nv) Vv 2 L- THE BUILDER/CONTRACTOR SHALL
© aM CONFIRM ALL RELEVANT LEVELS PRIOR
62 9 a © Vv Vo bE TO COMMENCING WORKS.
T Se. | ey WE ae 4 ” :
c Oy ~ | Mle END, s
= On, eat + w 4 ome | a f GROUND /
s ! I Z »
= ; j j FE ee
i
J] ) ) Pa x LL |
& a. a fe garden cy, NINE | THIS FOOTING WITHOUT PIERS IS
Uo Ss > 6 RAYS } . shed tL NG A FOUNDED ABOVE CRITICAL
2) ; ® He THIS FOOTING IS FOUNDED BELOW \& | DEPTH LINE AND IS UNSTABLE.
zo . : Ap ne CRITICAL DEPTH LINE AND IS STABLE. wre Uo |
a » 50500 ° ; | stBLE <K
XN,
aw Fo op — —|— 30 ¥ ‘ . |
2 AN. OY AUl-056im yy V FILL! 0.53m ‘v FILL 0.5m. {ih ‘ |
5 Os [ % ~" RWLOI =o : < 5 | LINE OF PROPOSED EXCAVATION
<l7 ¢ : - 7 - - =k PIERS OR UNDERPINNING FOUNDED BELOW THE M475 -omt— EXCAVATION OR OTHER TRENCH.
oP © AY RP BOUNDARY CRITICAL DEPTH LINE WOULD BE NEEDED TO ‘Ne |
>| nS Y Y SUPPORT ANY FOOTING THAT IS FOUNDED Nt |
ul g 1 — ~ 1 as) Re) ABOVE THE CRITICAL DEPTH LINE. _ |
fs! | v Y |
ct . -_ ee _ — HORIZONTAL so oecrets *S,!
aa“ NN
Q oO * | 2 ‘
. ”~ 1 _ _
< Os <+ TOs ee OS NOTE:
<ap ONG, D. . BP yy | CRITICAL DEPTH LINE THIS DETAIL ALSO APPLIES TO EXISTING FOUNDATIONS ON
< it <+ oO co. RS B NEIGHBOURING PROPERTIES. SHEET PILING MUST BE
24 S = INSTALLED WHERE EXISTING FOOTINGS WILL BE FOUNDED
| TP oO tl ABOVE ANY EXCAVATION CRITICAL DEPTH LINE
”~
| two storey
wi oH " wae . >
[= | office building — &
9 Y ii
KEY Nn —| &
EX. SWPT EXISTING STORMWATER PIT “ oe oe | | 1/N12 TOP
RC. HW. — REINFORCED CONCRETE HEADWALL ] rl
= -
OB. BxISING EDGE OF BITUMEN - 3 JU _— _ + ]|__ GROUND LeveL
K&C EXISTING KERB & CHANNEL 190 BLOCK - CORE
N.S.L. NATURAL SURFACE LEVEL A FILLED NI2-400 V & Hef] P PROVIDE FULL HT.
FH. FIRE HYDRANT A \ ee _ MOVEMENT JOINTS AT
% % LAP BARS 500MM.
TP TELSTRA PIT \: UM JN (@ 8.0M CTRS.
EP. ELECTRICAL POWER POLE iy =; ‘
KERB EXISTING KERBING ®O
\ ALL CORES CLEARED
WM WATER METER & O
= QO BEFORE POUR VIA 6
— \ ;
oI WN 10mm JOINT, MASTIC STOP LINTEL/WALL BARS CLEAN-OUT BLOCKS. Revision | Desoript Dat
O° > / FILL IF WALL RENDERED. EACH SIDE OF JOINT GROUND LEVEL ‘evision | Description ate
| Issue:
a)
8 \ e ~ A a ©} -———— 200MM FREE DRAINING FOR APPROVAL
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE S = “A aS — BACKFILL WHH ACI PIPE
ONLY CONTRACTOR TO LOCATE ALL SERUCES Qf | = = TO OumLE, DO NOT SCALE FROM THIS DRAWING
” oO > ®O @O R16x600(L) GALV DOWELS ACROSS JOINT AT ALL ao The design and associated details contained on this and associated
ASUN ANCE WITH SAE AUTAORITY RESPONSIBLE > o a> TERMINATED WALL AND LINTEL BARS, GREASE ONE 3 S \ drawings are copyright and are not to be used or reproduced without
Lo — — —_ —_ — a i the written permission of SCG Consulting Engineers.
FOR THE SERVICE O =z END OF DOWEL AND FOAM CAP TO END, CAST-IN. A 5 8 lL tege TOP 40 core
ao . BS Unit 1/11 Project Ave,
MOVEMENT JOINT 10 WoO ——+ SCG Noosa Heads
TYPICAL SECTION 800 | 500 SLTITM TOP & BOTTOM g eralstniosopengnecs om
500 | 300 R6 LIGS AT 900 CTRS 3 \ webswiwscgeninees com
SITE PLAN — EARTHWORKS & RETAINING WALLS vm OPERATIONAL WORKS:
www.dialbeforeyoudig.com.au Scale 1 : 100041 500 B
ey EARTHWORKS. & RETAINING
— Nn
ZX RW-01 ~ BLOCK RETAINING WALL WALLS.
\/ TYPICAL SECTION Project

CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
COMMENCING WORKS ON SITE. ALL SERVICES ARE

93 Mary Street

TO BE PROTECTED IN ACCORDANCE WITH THE i
AUTHORITY RESPONSIBLE FOR THE SERVICE Noosaville

:

 

SAY DIAL 1100

Wy BEFORE YOU DIG

 

 

 

 

 

Date: Drawn Design

April 2018 GM

 

 

 

MS

 

 

 

 

0 1 2 3 4 5 ; Checked: Drg No. Rev
1:100 @ Al 3g
wan T7200 @ AS | SReheson |) |28084-OWS