Attachment 1 - Engineering Drawings

DRAWING SIZE — Al

 

   
 
         

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4 - / Y PROPOSE) CONCRETE
_? 2 Us / / AND PARKING BAYS
4 | Z / | |
| | / | 4
| / / / | —
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| / CAR PASSING |
\ | . EXISTING GRAVEL BAY
\ | \ DRIVEWAY
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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 .