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SCG 28084-CD Issue 8 2020.05.14
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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 — Al
PROPOSED NEW FOOT PATH 10
HAVE Max CROSS FALL 1:40
ENSURE SMOOTH TRANSITION TO
LEGEND
a EXISTING AND NO TRIP HAZARDS. EXISTING SURFACE SPOT LEVELS.
ase eso. yy |
Z< Y ra. INDICATES DIRECTION OF FALL
TO FINISHED SPOON DRAINS.
LOT 2 ON RP 802207 : x
Level Datum. AHD s ¢ [ITH] _INDICATES PROPOSED FINISHED
Level Origin PSM19568, RL1.245m & SURFACE LEVELS
S
$ E INDICATES OVERHEAD ELECTRICITY
x __ SUPPLY LINE
2
Ce A bk e ~ W INDICATES WATER MAIN APPROX
B. . ~~ Vv a ‘ ALIGNMENT, BUILDER TO CONFIRM
Q z L+ “So: ep BouNDaRy Vv . EXACT LOCATION PRIOR TO WORKS
SHSZ SHS. $4 G5 1
T ° os /| OO 0 || —_— A se eee ee s!TCOTM!T!MT!TWTWTWTWWSY | BINS AREA [po “| T INDICATES TELSTRA LINE APPROX
ae <9 i | BINS AREA ALIGNMENT, BUILDER TO CONFIRM
“ " “3 7 | * L265] mF a et . * ! PROVIDE DRAINAGE PIT FOR CONNECTION 10 EXACT LOCATION PRIOR TO WORKS
NEW KERB é& CHANNEL < : ; J, f/f Lf ff ff ff ff ff ff KZ SEWER MAIN. PROVIDE BUND SURROUND 10
TO BE IN. ACCORDANCE = & Hl / rr / no bt DIVERT SW RUNOFF AWAY FROM AREA. REFER INDICATES STORMWATER DRAIN
WITH COUNCIL STANDARD 9 / J VY PROPOSED OR EXISTING AS NOTED
DETAILS | | $ = J BOLLARD AND YY Ss / 9 TO HYDRAULIC CONSULTANTS DETAILS.
i \ « | | PAINTED CHEVRONS popose § | s | MIN 1 IN 100 FALL UNLESS NOTED
| I, ale Lo} ‘o. SH LA AS PER STANDARDS. OFFICES J s | OTHERWISE
NEW 1.5m WIDE a t Sill Sh oe FL 2.70 o@ | INDICATES EXISTING SEWER LINE
CONCRETE FOOT. = = | Vv a Ye a .
PATH. MK |e : VISITOR BR ae ae oy STAFF STAFF STAFF | =
| AV. : / L x S
e.| ol. Ly % [iat [2001 2.150), / . / i ms IS wns ae
HR CHO, Uy oF a %o11S. beam 2700 JS LM SL SL SL SL SL SY J, me Ze x Wo PROVIDE DRAINAGE PIT FOR CONNECTION TO
° ° ak <H oe LQ 755] | SEWER MAIN. PROVIDE BUND SURROUND 10
Ne S x a, fs > ! DIVERT SW RUNOFF AWAY FROM AREA,
| 2.23
Ke L 2.55 2.65
\ Hs | Le Le | E STORM WATER DRAINAGE
WY H= S . N | PITS IN DRIVE WAY
=i 8 fo ie ae Eb REFER DRG SWI.
‘ Je KSB FLOW INVERT . qv |
—— x #€ x .
or H 8 24 250] & (254) 2.50 a : ;
y POE Q . as x A
Sates el | a Og bo.
< < >. Fz} |[198] Cz : £2 RD. 22600, 2600, as —tlay 400 al
mn & 40. COE, Cop <Kxp oP ee I Ta Tu 4 | ~
Tse | > J a Z149]| Bree = 22D ~p “vitor VISITOR STAFF STAFF STAFF STAFF STAFF STAFF STAFF STAFF STAFF Ht MARY oe
1.96} l ! \5 0, ql : | w ae garden |) [Hr STREET FOOTPATH
Yo LP Y ; shed {| 1:20 GD-150
QOD: Ii
nse me e! | 208.35 re | Po r ‘ ib 3.00 —— S x
PATH. ® | ol@ % IH —_ 1:10 1:40 \7 I:
2 Hho | j SOp- — —|— 77 | aS © Hy 2.00 —+— _ -— — = TS T=
i @ “basal A ZOO? oad, [2.60 oh . ‘Vv IH TT / i
\ / Yaa = el. oe Z | a. 60, | | “ao | ih 1.00 KERB INVERT
= AZ R a ea PoE ee se sd] es ses Les LX ___ ee __— __|__ dL L
a.) < 585 ‘] ee # a EEA = APPROX. EXISTING
Tele, Shes, : sf NP — v | GROUND
° > CONCRETESDISH DRAIN AND Si gs J oS ”
BITUMEN ROAD TO BE VE \ Vv Y 1.8 2.0 0.22 6.800
EXTENDED ACROSS FRONT OF VA ‘a | HATCHING DENOTES 150mm THICK — i — — po! nt wo!
SITE. | o, Lead & | op | GRASSCRETE PERMEABLE DRIVEWAY, | AE
Le) oe |__ PROVIDE FALL TOWARDS ROAD |
Z oO. Oz, lke ¢ ” RESERVE. REFER TO MANUFACTURERS - - ——— — DATUM RL 1.000
yo 2. GP. / % wg i / SPECIFICATIONS,
ot ef We sg] iz z
7 Ox > s NI
EX. SMH 2 BLOCK RETAINING WALL REFER PROPOSED LEVEL —Ja sw NI} N N
of Drg OW3 FOR DETAILS. —
\ two storey S 8 Si/s S
PROPOSED NEW FOOT PATH TO / office building __*| —_ 5 oe 5 : 5
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL HAVE Max CROSS FALL 1:40 a I] CH Al N AGE > = ~ =
FOOT-PATHS AND INTERNAL PEDESTR AN ENSURE SMOOTH TRANSITION 10
PATHS AND RAMPS EXISTING AND NO TRIP HAZARDS. Ze) -
REV D \ \- c {|
CONSTRUCTION NOTES NL —— SITE PLAN — PROPOSED DRIVEWAY LONG SECTION
OD NOT SCNE FROM THIS DRAWING. > - Scale 1: 100@A1
2. ALL DMENSIONS IN MLLMETRES SITE PLAN — PROPOSED DRIVEWAY CARPARKING AND SITE ACCESS Scale 1: 200@A3
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL Scale 1 100@A1
DRAWINGS. :
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL Scale 1: 200@A3
5 THE BULDER IS RESPONSBLE FOR LOCATNG ALL BXSING SERVCES 0 | Foor PATH word ReDUGED | 27.04.2020
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW c KERB_& ROAD FRONTAGE ALTERED | 24.10.2019
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE ALL LINE MARKING TO BE IN ACCORDANCE B ROAD FRONTAGE UPGRADE 04.05.2018
CONTRACTOR 10 LOCATE ALL SERVICES PRIOR TO
FOOTPATHS AND ORVEWAYS: KE COMMENGNG WORKS ON STE, ALL SERVICES ARE | TRAFeioNTROL DEMGES # AS 26001 a oe
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL — TO BE PROTECTED IN ACCORDANCE WITH THE PARKING FACILITIES PART 1: OFF-STREET CAR - il
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES EX. SWPT EXISTING STORMWATER PIT AUTHORITY RESPONSIBLE FOR THE SERVICE PARKING . ssue:
TREAMENS, Ee STAMP on™ MK XGLMDNG ANY FINSHED RC. HW. REINFORCED CONCRETE HEADWALL . FOR APPROVAL
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m EX. SMH EXISTING SEWER MANHOLE &
é RENFORGENENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH, E08. EXISTING EDGE OF BITUMEN CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE. ANY Z DO NOT SCALE FROM THIS DRAWING
Weoay aN Om ME ET UOED WET 20 sh SL” NATURAL SURFACE LEVEL TSE ASCE GAR ROCTIN Se DAMAGED AAS OF FIST FOOTATS, = Ingen et Pacer,
. yO a fe written permission o ‘onsulting Engineers.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT. FH. FIRE HYDRANT KERB & CHANNELS TO COUNCIL STANDARDS B the written p SCG Consulting Eng
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF T.P TELSTRA PIT 1500 TRANSITION 2000 FOOTPATH a a 5 5
CURVE EP. ELECTRICAL POWER POLE a PSN Net 1/17 Project Ave,
Wee ComMGRG BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO KERB EXISTING KERBING w s SCG Ph (07) 5455 5604
a = s email:[email protected]
2 12 2 ews web:www.scg-engineers.com
<= SLB2 MESH = : web
i i MIDDLE 1:40 MAK ae =I ite: QPERATIONAL WORKS:
www.dialbeforeyoudig.com.au eAW CUT EXISTING KERB = : = Te
CHANNEL 50 MIN DEPTH AT ws TAT
INVERT-BREAKOUT & REMOVE ae 7 te 3 Te SONELLED CONTROL JON DRIVEWAY & CAR
» Lon’ BACK OF KERB. a XK \ TRANSITION 10 DRIVEWAY | PARKING PLAN
N CONTROL SOM COMPACTED SLAB THICKNESS AS PER Project
ff KERBING AS PER PLAN,
> | BEF RE Vi DI SITE & DETAILS 33 Mary Street
ORE YOU DIG TYPICAL SECTION ~ DRIVEWAY CROSS OVER Noosaville
Date: Apri 2018 Drawn CM Design MS
Checked: Drg No. Rev
0 1 2 3 4 5,
Conn Pmt: 100 © AI
1200 @ A3 mass, | 28084-0W5.2| D
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