Council archive · source document
Stormwater Drainage Plan & Vehicle swept paths · MCU15/0014
Attached to the e-mail MCU15/0014 - Information Response.
Plans and drawings: the text below has words only, no drawings.
Issue:
DEBUILD T/A
SCG
ABN 40 098 481 899
Title:
Project
Date: Scale: Drawn:
Drg No.
[OCR of page images]
DRAWING SIZE — Al
DASHED LINES INDICATE ALLOWANCE FOR 90 DIAM
uPVC PIPES IF DEEMED NECESSARY T0 DRAIN
ADJACENT LOW POINTS IN NEIGHBOURING
PROPERTY WITH GRATED INLET (G.I) CREATED IN
PROPOSED RETAINING BOUNDARY RETAINING WALL
LINE OF PROPOSED
DRIVEWAY ALIGNMENT WITH
GRASSED STRIP BETWEEN
WHEEL TRACKS TO ACT
ACT AS DRAINAGE INVERT,
7(No.) ATLANTIS FLO-TANK
DRAINAGE CELLS AS DETAILED,
WRAPPED IN GEOFABRIC.
TYPICAL.
150(W) GRATED DRAIN
APPROVED KERB
= INDIVIDUAL WHEEL TRACKS FALL AS INDICATED
~ (G..) RP BOUNDARY
oe TO — — x Je Wl yyy _ Sey
_ LAY | 38 wy 5 5 = 1008 uPVC S.W.
"3 l wy ® FALL -
«ou ™ L_ CPI « [2.50 FAlL.y 740] x rN _ x oy
“ 7 N 2.30 FO ROOF LINE FO ROOF UNE = |
| 8 P7777 Roor NE 7 7 7
k | \
“g — — -ROORUNE ge ILO !
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3 _ 8 ! y 1 os
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5 3 |e ! -
3 2,90 | =
| : | x 1 = —- 4-4
3 : B iP _ 3 !
| 3 S| eT
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—_— | | < I x
l oO | 5
| | | ! °
x | Z! Z
ls He gly ---
L @ | =
x g —-------1-4ft4 is
8 a
oO
“4, oY ; = :
%s SL Re — Se ROOF LINE. | FLT }
GP1__x [2.30 a TALLY S 1500 upve sw. GP1 £2.40" a 1508 uPVC SW.
(G | Mic. — x IE} ud Ad
ak AI-1.90 750 (J 11+7.80 29
pie | . ( . . _ 2B : ecP2 5 |
\ We i> Ul —
Jo Co _ _ Fe —_ eerie st ~-—% ~o ee roe
5 5 (GL) B % “Og RP BOUNDARY 5 96 ©
A
* DASHED LINES INDICATE ALLOWANCE FOR 90 DIAM u
uPVC PIPES IF DEEMED NECESSARY 10 DRAIN SITE PLAN — PROPOSED STORMWATER
ADJACENT LOW POINTS IN. NEIGHBOURING Scale 1: 200@AI
PROPERTY WITH GRATED INLET (G.l.) CREATED IN :
PROPOSED RETAINING BOUNDARY RETAINING WALL Scale 1: 400@AS
TIMBER RETAINING
WALL AS SPECIFIED
M6
©
ATLANTIS MATRIX S
DRAINAGE CELLS AS
SPECIFIED, WRAPPED IN ¥
STORMWATER GEOFABRIC | STORMWATER aX EXST 2
OUTFLOW INFLOW [GL |
oth — =a =A 3 FILLED ALLOTMENT
| YS TT TO | Xam — | TIMBER RETAINING WALL
| ! Ve
Pama aaa a aa a 4 | gorrow water
4 NEIGHBOURING
— PROVIDE SLOTTED PIPE ALOTMENT |— Grate LAD ON SUE
THROUGH MATRIX CELLS 200(H) TRENCH GRATE |
SWP's TO BE LOCATED ADJACENT TO LOW 1008 UPVC
ATLANTIS DRAINAGE CELL SOAKER PIT DETAIL POINT IN NEIGHBORING ALLOTMENT TO CAPTURE PLACE OF BOTTOM rN 100
PONDING CAUSED BY RETAINING WALL WALL EXTEND 100 GRADE _
PAST POSTS SECTION X-X
CONSTRUCTION REFER DETAIL.
Gl.) ~ TYPICAL DETAIL
Sv'T x
\-1 70 &
GP2
s
g
LEGEND
{EXISTING SURFACE SPOT LEVELS.
¢ (2TH) INDICATES PROPOSED FINISHED
SURFACE LEVELS
GPT 400Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE, HEAVY DUTY
GRATE WHERE IN. DRIVEWAYS.
@P2 900Sq GRATED FIELD INLETS IN
TERRACE AREAS, PLASTIC WITH STEEL
CRATES
GP3 450Sq STORMWATER JUNCTION
S<] BOX, PRECAST CONCRETE. AND
SEALED LID
INDICATES STORMWATER DRAIN
PROPOSED OR EXISTING AS NOTED
MIN 1 IN 100 FALL UNLESS NOTED
OTHERWISE
STORMWATER RUNOFF ASSESMENT
DESIGN STORM INTERVAL 100 YEAR ARI
SITE TIME OF CONCENTRATION 5 Min.
100 YEAR ARI COEFICIENTS OF RUNOFF
PERMEABLE AREA — 0.84
IMPERMEABLE AREA — 1.0
EXISTING SITE
Qigg — 95.2 It/s
PROPOSED SITE
Qigg - 100 It/s
ADAPTOR awe
ow
ACROSS DRIVEWAY WIDTH cS
th of
op
1.90
a
@\ FH
L\@B
zB
\%
Se
3 \ \ . o®&
\ \ cat
\. i
1.60% .
oO
yo SN
ago uP :
7(No.) ATLANTIS FLO-TANK
DRAINAGE CELLS AS DETAILED,
WRAPPED IN GEOFABRIC.
TYPICAL.
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
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 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
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
DIAGRAM.
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS, PARTICULARLY DURING
EARTHWORKS. REFERENCE SHOULD BE MADE TO OUR CRITICAL DEPTH LINE
DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
WORK COMMENCING
FILLING NOTES:
—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
DEBRIS.
— THE SUBGRADE IS TO BE PROOF ROLLED WITH A VIBRATING STEEL DRUM
ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95% THE
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS
PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH
OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS
SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— UPON THE WRITTEN APPROVAL OF THE SUBGRADE PREPERATIONS BY SCG
CONSULTING ENGINEERS THE ALLOTMENT IS TO BE FILLED TO THE SPECIFIED
LEVELS.
— THE FILL MATERIAL CLEAN GRANULAR MATERIAL ((.E. SAND TO A CLAYEY
SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO
ENSURE ITS COMPATABILITY.
~ THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
WITH A MINIMUM RELATIVE FIELD DENSITY OF 95% COPIES OF COMPACTION
TEST RESULTS SHALL BE PRESENTED 10 SCG CONSULTING ENGINEERS FOR
APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE IN
STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFCATIONS.
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%.
— ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
COMPACTED IN ACCORDANCE WITH AS2870-1996 TO ACHIEVE A MINIMUM
RELATIVE FIELD DENSITY OF 95%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
TO CONSTRUCTION COMMENCING.
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
APPROVED KERB
ADAPTORS
\.
S
X)
Ve
oh
Checked:
RPEQ 5835
S Richardson
Rannn—-_$—?_|°m1:200 @ at
1:400 @ A3
DO NOT SCALE FROM THIS DRAWING
SCG Consulting Engineers.
The design and associated details contained on this and associated drawings are
copyright and are not to be used or reproduced without the written permission of
SCG) °° sulting ENGINEE
STRUCTURAL eCIVILeGEOTECHNICAL,
SS¥FQR COUNCIL APPROVAL
ff —_ TA
ABN 40 098 481 899
Ph (07) 5455 5604
1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Fax (07) 5455 5696
Title:
INTERNAL CIVIL WORKS
PROPOSED STORMWATER DRAINAGE
Project
Gympie Terrace Units
279 Gympie Terrace, NOOSAVILLE
Date: Drawn:
Apr 2015 AS NOTED
Scale:
Rev.
D9 N°. 25133-C1.1
See the original
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Page 2
Issue:
DEBUILD T/A
SCG
ABN 40 098 481 899
Title:
Project
Date: Scale: Drawn:
Drg No.
[OCR of page images]
DRAWING SIZE — Al
5.7m
usITOR +
= =
¢—CAR < CAR
USTROADS 2006 (Al ~ USTRQADS 2006 (AU
—_=.._
——$T—
za 7 —OZZA
GARAGE 6
_
caraces fo
ZEEE)
POOL _ A
Pool CABANA 4
GARAGE 4 GARAGE 1
tz
— —_—$— —
pezzzzzza
GARAGES GARAGE 2
———— B wa
visiTOR2
oof
9.7m
VISITOR 1 VEHICLE ACCESS — FORWARD
(Scale 1: 200)
vison CAR
USTROADS 2006 “RUSTROADS] 2008 (AY
pA ZZZZIZIEZIE
canoe
{>
cavaces
ZEEE
oo | | ——————
Poot CABANA
cankce ¢ caracet
zm
{>
J
- pezeaza
GARAGES GARAGE 2
—$———_ B wn
fo
Visitor 2 Ho
I
(cl
~\ [ol
-—— B85
visitor + STANDARDS (AU)
VISITOR 1 VEHICLE ACCESS — REVERSE
(Scale 1: 200)
zz ee
GARAGES
Perrerrrrrrr ere
poo. —————————) B
Pool GABANA
GARAGE 4 cance 1
zZ
—— _——$—$—______,
pezezzzza
GARAGE 3 GARAGE 2
—_———_—_ chon
wsiror2
wisiTOR 1 a >=
T====fCSTANDARDS (AU)
_———S
(GARAGES =
2) UZZEI
B85 f
STANDARDS (AU)7}-7P PS
—SEE ST
GARAGE 5 \
Dreeeeeeerrrrrrreee eT
Pook —— ST A,
Pook CABANA Qe
‘ %
GARAGE 4 % GARAGE 1
oO uz
eo
a
S [>
&
pzzzzzzza
GARAGE 3 GARAGE 2
> ora
GARAGE 6 VEHICLE ACCESS — FORWARD
(Scale 1: 200)
5.7m
VISITOR 2
VISITOR 1
—
GARAGE 6 VEHICLE ACCESS — REVERSE
(Scale 1: 200)
S
GARAGES RE SC |.
POOL A
Poot CABANA
GARAGE 4 GARAGE 1
taza
——
—_———
pezzzzzza
GARAGES GARAGE 2
— won
VISITOR 2
|
GARAGE 5 VEHICLE ACCESS — FORWARD
(Scale 1: 200)
5.7m
wsToR' / —_[ STANDARDS (AU)
=, / oo
/ / rz UZZZI
GARAGE 6 / /
j /
GARAGES een AS
B85 NY
STANDARDS (ye a ; Derrorrzzreerrreez7222777
POOL ~~ A
Poot CABANA
Y
GARAGE 4 GARAGE 1
a7
———— _-———————————
pezzzzzza
GARAGE 3 GARAGE 2
> coon
stror2
fs
GARAGE 5 VEHICLE ACCESS — REVERSE
(Scale 1: 200)
/
HATCHED AREA ———/-e i a=
INDICATED VIEW
AS SHOWN.
I tI
SITE PLAN L_ GARAGE 3-6 AND
(Scale N.T.S) VISITORS CARPARKS.
0.95 3.05
CAR meters
Width 2 1.94
Track : 1.84
Lock to Lock Time : 6.0
Steering Angle 1 33.5
0.92 2.80
B85 meters
Width : 1.87
Track 21.77
Lock to Lock Time : 6.0
Steering Angle : 34.0
4.91
0.
B85
Width
Track
92 2.80
meters
: 1.87
21.77
Lock to Lock Time : 6.0
Steering Angle : 34.0
OUTLINE OF PROPOSED
UNIT DEVELOPMENT.
Checked:
RPEQ 5835
S Richardson
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated drawings are
copyright and are not to be used or reproduced without the written permission of
SCG Consulting Engineers.
AMEND
DATE
DESCRIPTION APPR.
AMENDMENTS.
SCG)
“FOR COUNCIL APPROVAL
DEBUILD T/A
G)consulting ENGINEERS
STRUCTURAL eCIVILeGEOTECHNICAL,
ABN 40 098 481 899
1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Ph (07) 5455 5604
Fax (07) 5455 5696
Title:
VEHICLE ACCESS DIAGRAMS
Sheet 1 of 3
Project
GYMPIE TERRACE UNITS
279 GYMPIE TERRACE, NOOSA
Date:
Apr 2015
Scale:
Drawn:
AS NOTED CSK
Pg N°- 95133-C2.1 Ree
Page 3
Issue:
DEBUILD T/A
SCG
ABN 40 098 481 899
Title:
Project
Date: Scale: Drawn:
Drg No.
[OCR of page images]
DRAWING SIZE — Al
/
gq
HATCHED AREA ———7-® i PSE %,
5.7m INDICATED VIEW “ a
4 %
5.7m
AS SHOWN.
I
——— ee -——— — |
EE |
SITE PLAN L_ GARAGE 3-6 AND OUTLINE OF PROPOSED
caraces caraces (Scale N.T.S) VISITORS CARPARKS. UNIT DEVELOPMENT.
ro. Se | ———— 7 ie > ra Siw |Pomeee
ee 4 , \
re ; Se % canace B85 __| NW, 85 cance
eof ABE y / a STANDARDS (AU) | sy az) 4.91
Ae F eo fF _ZT~
GARAGES ' iS GARAGE 2 f= GARAGES GARAGE 2 f= Oo —=o=
HH, a : chen J? : cen 0.92 2.80
VISITOR 2 co , VISITOR 2 a B85 meters
pe 5 ve 13
— — Lock to Lock Time : 6.0
Steering Angle 1 34.0
GARAGE 4 VEHICLE ACCESS — FORWARD GARAGE 4 VEHICLE ACCESS — REVERSE
(Scale 1: 200) (Scale 1 : 200)
5.7m 5.7m
ee =z 4.91
(7 wae " weezt 0.92 2.80
GARAGE 6 GARAGE 6 / B85 meters
Le", ee Width : 1.87
| Track . : 1.77
wes ees vous | Steering Ange: $40
poo. CHBANA J 7 Ss vom co | —$—$— \ | B
pe St pe,
cawce2 = B85 7 \ i, caracer =
STANDARDS (AU) [=~ oo. "
LL mn] an
a cl - — ¥ _
Ki ame
mi ee =
Checked: x
RPEQ 5835
GARAGE 3 VEHICLE ACCESS — FORWARD GARAGE 3 VEHICLE ACCESS — REVERSE S Richardson
(Scale 1: 200) (Scale 1: 200)
Qnnnnt——+>_ pt ——sm1:100 @ AI
1:200 @ A3
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated drawings are
cera ard oe not to be used or reproduced without the written permission of
/onsulting Engineers.
5.7m 5.7m
ws Fn 2S ww | visio oe a a F sranoanos Ru)
ee So oe AMEND | DATE DESCRIPTION APPR,
GARAGE 6 i | GARAGE 6 i ~ on 280 AMENDMENTS
B85 meters
I :
——| —$< wth £1.87 “FOR COUNCIL APPROVAL
GARAGE 5. GARAGE 5 Lock to Lock Time : 6.0 — DEBUILD T/A
~ Steering Angle : 34.0 j Itin ENGINEERS
CABANA \ = CASANA —= SOG) cracrumat sci eGeoreonmion
Poo. rook ; ABN 40 098 481 899
“ oe Bey =“ mee be 1/11 PROJECT AVE, NOOSAVILLE QLD 4566
> Ph (07) 5455 5604 Fax (07) 5455 5696
GARAGE 3 ppeeeeza GARAGE 3 —= ppeeeeeza Title:
VEHICLE ACCESS DIAGRAMS
vn wn Sheet 2 of 3
(ye.
TE Project
GYMPIE TERRACE UNITS
279 GYMPIE TERRACE, NOOSA
GARAGE 2 VEHICLE ACCESS — FORWARD GARAGE 2 VEHICLE ACCESS — REVERSE ,
(Scale 1: 200) (Scale 1: 200) Date: Apr 2015 Scale: AS NOTED Drawn: CSK
Drg No. 251 33-C2 2 Rev.
Page 4
Issue:
DEBUILD T/A
SCG
ABN 40 098 481 899
Title:
Project
Date: Scale: Drawn:
Drg No.
[OCR of page images]
DRAWING SIZE — Al
5.7m
POOL
VISITOR 1
—
GARAGE 6
POOL
CABANA,
carages CAR
USTROADS 2006 (AU
7
GARAGE 3
—
VISITOR 2
TN
=I CAR
USTROADS 2006 a
5.7m
rr WZZZT
GARAGE 2
(ooo
POOL
VISITOR 1
—
GARAGE 6
POOL
CABANA
GARAGE 4
CAR
—, —
CAR pezezzzza
GARAGE 3
USTROADS 2006 (AU) GARAGE 2
{
visITOR 2
a
GARAGE 1 VEHICLE ACCESS - FORWARD
(Scale 1: 200)
5.7m
POOL
VISITOR 1
—
GARAGE 6
POOL
CABANA
—S$}?T}?
GARAGE 5
——S$S$NT>T
GARAGE 4
———$S$S$S$S$_$$——$——
GARAGE 3
VISITORZ
+——— CAR
USTROADS 2006 (AU
GARAGE 1 VEHICLE ACCESS - REVERSE
(Scale 1: 200)
5.7m
7a 7 —VZZZi
A
GARAGE 1
\ zz
} peezzazza
GARAGE 2
vPozra
oO
i)
[I
POOL
POOL
CABANA
VISITOR 2 VEHICLE ACCESS — FORWARD
(Scale 1: 200)
“mes {USTROADS [2006 (AU
zz WZZZ.
SE Bower
SE Rver
PecerrecerreeereeZETZZZEA
GARAGE GARAGE 1
| “Zz
——_— }
fy F
arages CAR { | [ZZZZZZZA
USTROADS 2006 (AUD{ | \ GARAGE 2
——— 7 az edizza
NGS
CAR On-A
USTROADS 2006 (AU 7 5;
— a |
VISITOR 2 VEHICLE ACCESS — REVERSE
(Scale 1: 200)
PROVIDE PAVEMENT
MARKING "KEEP CLEAR”
AND CHEVRONS 10
MAINTAIN A MINIMUM 1.0m
CLEARANCE
1m MIN
CLEAR 5.7m
—
CAR
USTROADS 2088 "(AUP
GARAGE 6
POOL
CABANA
GARAGE 5
GARAGE 4
GARAGE 3 GARAGE?
VISOR?
———————————
CAR
\USTROADS 2006 (AUD
oN
VEHICLE EXIT WHEN BOTH VISITOR CARPARKS OCCUPIED
(Scale 1: 200)
/
HATCHED AREA ———>77—-®
INDICATED VIEW
AS SHOWN.
©
a %
©
By
2,
@
SITE PLAN
(Scale N.T.S)
0.95 3.05
CAR
Width
Track
Lock to Lock Time
Steering Angle
5.20
0.95 3.05
CAR
Width
Track
Lock to Lock Time
Steering Angle
5.20
0.95 3.05
CAR
Width
Track
Lock to Lock Time
Steering Angle
_f 1 Ss
a a a
—OL—_—@ =
meters
: 1.94
: 1.84
: 6.0
: 33.5
meters
: 1.94
: 1.84
: 6.0
: 33.5
meters
: 1.94
: 1.84
: 6.0
: 33.5
L_ GARAGE 3-6 AND
VISITORS CARPARKS.
OUTLINE OF PROPOSED
UNIT DEVELOPMENT.
Checked:
RPEQ 5835
S Richardson
DO NOT SCALE FROM THIS DRAWING
SCG Consulting Engineers.
The design and associated details contained on this and associated drawings are
copyright and are not to be used or reproduced without the written permission of
STRUCTURAL eCIVILeGEOTECHNICAL,
SCG)E nS sulting ENGINEER
“FOR COUNCIL APPROVAL
Ss
ABN 40 098 481 899
Ph (07) 5455 5604
1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Fax (07) 5455 5696
Title:
VEHICLE ACCESS DIAGRAMS
Sheet 3 of 3
Project
GYMPIE TERRACE UNITS
279 GYMPIE TERRACE, NOOSA
Date: Scale: Drawn:
Apr 2015 AS NOTED
cSk
Pg N- 95133-C2.3 Ree
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