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Attachment 1 - Engineering Drawings
THE SITE
Issue:
Unit 1/11 Project Ave,
Noosa Heads
SCG HOLDINGS T/A
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
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Page 2
DRAWING SIZE — Al
KE _
900(W) GEO-FABRIC
EX. SWPT EXISTING STORMWATER PIT SILT FENCE, FIXED TO. ——-
RC. HW. — REINFORCED CONCRETE HEADWALL SPIKES AND BURIED 300 3
EX. SMH — EXISTING SEWER MANHOLE INTO STABLE GROUND.
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT 1200(L) 50 SQ. HOWD
EP. ELECTRICAL POWER POLE SPIKES, 1800 CTRS
KERB EXISTING KERBING DRIVE 600 INTO A
GROUND. =e)
Us > SILT FENCE DETAIL
EXISTING OVERLAND s 4 y L
FLOW PATHS/ TABLE YY U- re LC
DRAINS. zy 4
SILT RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED SILT
RETENTION FENCES PRIOR TO COMMENCING ANY
EARTHWORKS. THE FENCE IS TO BE
CONSTRUCTED ALONG THE LOWEST BOUNDARY
AND RETURNED UP SIDE BOUNDARIES TO ENSURE
FULL STORMWATER ENTRAPMENT. SURFACE
RUNOFF FROM WITHIN THE ALLLOTMENT MUST
DRAIN TOWARDS THE FENCE AND SHALL NOT
ENTER NIEGHBOURING ALLOTMENTS THROUGH THE
USE OF SURFACE BUNDING OR SCOUR
PROTECTED DRAINS. THE FENCE MUST REMAIN IN
PLACE UNTIL SUCH TIME THAT FINISHED
LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED
(CR) PROPOSED COIR
HECK DAM, REFER
DeTAL oN THis SHEE DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE
OF SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER
ALL STOCKPILES WITH HESION OR SIMILAR, PROVIDE SILT FENCING
AROUND BASE OF STOCKPILES
MAINTENANCE OF SILT PROTECTION
SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
SUSCEPTABLE TO STORMWATER SCOUR.
4 >
|| STAGES |
e \
\
\
\
\ i
| Nl si \
| a | \
nT 3 3 \ \
| oo \ \
\ \ (
\ \ — 356° 16°00" \ \
\ \ ~ 7.00m | ~N \
\ \ \ ™~ N \
00100" 70.14m \ SS ls \ \\
REFER DRG 0W2.2 FOR \. \ 5 \5 \
DRIVEWAY CROSSOVER \ \ \ \
DETAILS \ \ 3 | | .
| we <
90° 00' 00"
LSS nsgasad SANT
S \ | Xo? 00' 00" \ aK \ \ 360° 00°
\ \
\ \ 0° 00'00" 35.00 m \ \ \ \
- \ \ 173.74 m | \ 67.00 m
\ \ . 5 So \
\ \ oT ~—~>~~__)\
LEGEND
__----7 INDICATES PROPOSED SURFACE DUST MOBILISATION FROM WIND ACTION sit PLAN = SILT & SEDIMENT EROSION PLAN
18.0 CONTOURS AND LEVELS TO AHD. SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF caer
SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
418.0 EXISTING SURFACE SPOT LEVELS. STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
AROUND BASE OF STOCKPILES
pL INDICATES OVERHEAD ELECTRICITY ALL SERVICES SHOWN ON THIS PLAN INDICATIVE _ | ;
SUPPLY LINE MAINTENANCE_OF SILT PROTECTION STE DRANAGE — ONSTRUCTIN PROR TO COMMENGNG WORKS ON SITE. all seven | Seer ne
GE LADELIAN TA LDAINTAIRD AT] CIT ANI CONSTRUCTED STORM WATER PITS WITHIN THE SITE ARE TO . Issue:
INDICATES EXISTING SEWER LINE SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION BE COVERED UNTIL THE SITE I$ COMPLETED OR TO BE SERVICES ARE TO BE PROTECTED IN cole LOG OR HAY BALES PEOcED FOR APPROVAL
MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY FITTED WITH SILT PROTECTION MEASURES TO THE APPROVAL ACCORDANCE WITH THE AUTHORITY RESPONSIBLE INTO SURFACE. SPACED AT NO MORE
yw——__ INDICATES WATER MAIN APPROX BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED OF THE ENGINEER FOR THE SERVICE THAN 25m ALONG LENGTH OF TABL
ALIGNMENT, BUILDER TO CONFIRM EXACT IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION DRAIN DO NOT SCALE FROM THIS DRAWING
LOCATION PRIOR TO WORKS MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL The design and associated details contained on this and associated
SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT crovings are cont an oe nt to be used of reproduced witout
SITE DRAINAGE — CONSTRUCTION 7
T ——— MIGKMENT. BULRCR TO cone EXACT SUSCEPTABLE TO STORMWATER SCOUR. ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
: TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS Unit 1/11 Project Ave,
LOCATION PRIOR TO WORKS THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH SN : ff. Noosa Heads
THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL THE 8 Ph (07) 5455 5604
—_—— — — SLE SILT RETENTION FENCE TO DETAIL ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS. a iaiaeaa ane
900(W) GEO-FABRIC SILT J SILT RETENTION 3 sto
—eepran———~~ — _ INDICATES ALIGNMENT OF TABLE DRAIN FEN FIXED TO SPIKES ——» THE CONTRACTOR IS TO INSTALL APPROVED SILT 7
ALONG HIGH SIDE OF DRIVEWAY. AND BURIED 300 INTO S RETENTION FENCES PRIOR TO COMMENCING ANY Title:
STABLE. GROUND. S EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG EXISTING TABLE SILT & SEDIMENT EROSION
THE LOWEST BOUNDARY AND RETURNED UP SIDE voy yoy DRAIN
BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT. . PLAN
. . SURFACE RUNOFF FROM WITHIN THE ALLOTMENT MUST
eo DI AL14 00 rie eRe eae i SURFACE BUNONG OR SCOUR PROTECTED DRAINS. THE Lot 2 396 Lake Cooroibah Rd
~ 600 INTO GROUND. Tee FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT
A = FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE COOROIBAH
: BEFORE YOU DIG SILT FENCE DETAIL — STALLED Date yyy 94 | OM ip | Desion Ty
Checked: Drg No.
0 5 10 15 20 25
uu 1-7 im :500 @ AT 2) pprg 27698
1:1000 @ A3 : T Harrington 331 40 -OW1 a .
Page 3
DRAWING SIZE — Al
as
a L Sa
4 A 4
ws L ps vo
RY 7 fo 4 <
D 4 ) 4
Y Y 4 7 v 4
4 - / Y PROPOSE) CONCRETE
_? 2 Us / / AND PARKING BAYS
4 | Z / | |
| | / | 4
| / / / | —
_
| / CAR PASSING |
\ | . EXISTING GRAVEL BAY
\ | \ DRIVEWAY
\ | . (
\ ‘ rw ee
\ : .
+ | STAGE3
a
ae
Sp
SEER
1040029 Aw
KE
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
OS
=— \
= 00" 00" 70.14m \
REFER DRG OW2.2 FOR \. \
“s DRIVEWAY CROSSOVER =‘. \ mop to boo on TTI \
CS DETAILS \ \ 3 | +i \ 4+ iif ti 1) 4 C | \
= an | | Pit ODP Pde a PS
SS \ 3 PPK + 5 oF \too+ ‘ j I Hone, YS \
3S 8 PPS | { Lf Yo | || Lf ae Fy A | \
\ \ vo fl] Lt 4 So eX} Jit ‘ me \O eee : \ | \
2S N }
\ 3 oO" Sa. Ni \ \ \ XY \ ~ \ . \ .
\ | 3 ¢ \ X \ ~
\ | 21S NX \ Xo? 00" 00" ed _f* \ \. 360° 00°
\ \ \ \ . . \
ant an" \ \ SN
LEGEND \ \ 0° 00" 00" 35.00 m \ \ \ 173.74 m \ \ 67.00 m
\ a \
__--77 INDICATES PROPOSED SURFACE \ \ \ Leo ~>sH N
48.07 CONTOURS AND LEVELS TO AHD. 7
5.0% » INDICATES FINISHED SURFACE GRADE
180 EXISTING SURFACE SPOT LEVELS.
[_] _ EXISTING GRAVEL DRIVEWAY.
PROPOSED CARPARK SLAB/PAVEMENT,
[_] _ REFER TO NOTES AND DETAILS ON THIS
SHEET FOR THICKNESS AND REINFORCING
PROPOSED DRIVEWAY CROSSOVER
EXSY PAVEMENT, REFER TO NOTES AND
DETAILS ON DRG OW2.2 FOR DETAILS. SITE PLAN — PROPOSED DRIVEWAY PLAN
(Ws) WHEEL STOPS AS PER CLIENTS Seale 1: 500
co REQUIREMENTS FIXED AS PER
MANUFACTURER'S DETAILS
E INDICATES OVERHEAD ELECTRICITY PROPRIETARY WHEEL STOPS WHERE 7
SUPPLY LINE INDICATED ON PLAN. IN ACCORDANCE WITH Tossion T bossiption _
AS2890.1 (1.7m x 0.2m(W) x 0.1m(H))
Ww INDICATES WATER MAIN APPROX Issue:
ALIGNMENT, BUILDER TO CONFIRM EXACT FOR APPROVAL
LOCATION PRIOR TO WORKS o r 4s r
N Ta
INDICATES TELSTRA LINE APPROX —~ Cd S DO NOT SCALE FROM THIS DRAWING
T eee
ALIGNMENT, BUILDER TO CONFIRM EXACT S sovings re copygh and oe rl to be used” rorodueed wou
LOCATION PRIOR TO WORKS —~ IONS OEE the itten permission of SCG Consulting Engineers. *
SUBGRADE PREPERATION, REFER
— swyex INDICATES STORMWATER DRAIN EXISTING GENERAL NOTES Unit 1/11 Project Ave
AS NOTED f § § < BN SOG Noosa Heads"
INDICATES ALIGNMENT OF SWALE AND DEPTH 6 ‘6 z rat iri aeoane om
—— SWALE > DIRECTION OF FLOW, REFER TYPICAL DETERMINED INCREASE BAY WIDTH STEEL BOLLARD IN | \es web wt sg-onghees com
SWALE DETAILS ON-SITE BY 0.3m WHEN BAY ACCORDANCE WITH = | seco on9075 138
_ye-pran——\ — INDICATES ALIGNMENT OF TABLE DRAIN PAVEMENT MATERIALS: ERD RICHER THA AS28906 Title:
ALONG HIGH SIDE OF DRIVEWAY. —125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE O15 < PROPOSED DRIVEWAY
-150 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST nom A {E
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES L LL 3 & CARPARKING
www.dialbeforeyoudig.com.au DRIVEWAY CARPARK PAVEMENT SECTION 2500 | 240m | 2.40m Project
TYPE 3A PARKING BAY IN TYPE 4 -PWD PARKING :
ACCORDANCE WITH BAYS IN ACCORDANCE WITH Lot 2 596 Lake Cooroibah Rd
AS2890.1-2004 AS2890.6-2009 COOROIBAH
BEFORE YOU DIG TYPICAL PARKING BAY DIMENSIONING PWD PARKING BAY DIMENSIONING oa yy [PR |
Checked: Drg No. Rev
0 5 10 15 20 25
uu 1-7 im :500 @ AT 2) pprg 27698
1:1000 @ A3 : T Harrington 331 40 -OW2.1 .
Page 4
LAKE COOR
86° 16' 00"
48.00 m
LAKE COOR
LIN
E
OF
SIGHT
- DI
REC
TION
A
- DIRECTION B
LINE OF SIGHT
OIBAH ROA
0° 00' 00" 70.14 m
OIBAH ROA
D
Issue:
Unit 1/11 Project Ave,
Noosa Heads
SCG HOLDINGS T/A
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16