Civil Plans SCG 31131-OPW-2022.04.05.pdf

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         WM
        WM




                                                                           Issue:




                                                                                                    Unit 1/11 Project Ave,
                                                                                                    Noosa Heads
                                                                                                    Ph (07) 5455 5604




                                                                           DEBUILD T/A
                                                                                                    email:[email protected]
                                                                                                    web:www.scg-engineers.com
1.73                                                                                                ABN 40 098 481 899


   1.
                                                                               Title:




                                                                              Project
                  THIS DRAWING AND ASSOCIATED DETAILS
                  MUST BE READ IN CONJUNCTION WITH THE
                  NOTES CONTAINED ON 31131-N
                                                                              Date:       Drawn                Design

                                                                               Checked:   Drg No.                        Rev.




                                                         Rev. - 10.06.16


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KEY
EX. SWPT EXISTING STORMWATER PIT
z : EX. RCHW REINFORCED CONCRETE HEADWALL
www.dialbeforeyoudig.com.au EX SMH. EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
» Lon E.0.B. EXISTING EDGE OF BITUMEN
ey K & C EXISTING KERB & CHANNEL
| NS.L. NATURAL SURFACE LEVEL
.
BEFORE YOU DIG / ’ FH FRE HYDRANT
EP. ELECTRICAL POWER POLE/PILLAR
/ TS. TRAFFIC OR STREET SIGNAGE
| Ar / ttl f. RP} WM, WATER METER
| | Z / KERB _EXISTING KERBING
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HEIGHT DATUM Lx oe _ xk |g
Lot 1 on RP130594 & Lots 80 & . : 7 , 79'10'00” 95.916 eo eS ss ‘ if
ot 1 on ots _ Se — — 4 _____— .
ew ew Sew ew ew a ? (BLD) - / /
81 on RP71151 (BLD | BLD Lp). » 2 (BLD) ew eh —/ ew —— ew — ew —— ew
Level Datum AHD on — =" / (81) | rw —eABLD) | an TI |
Level Origin PSM115316, RL 3.593m ~ ( / I | | iB
Survey information provided by Noosa C ~ Wi F 2 z i (
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ae . FPL: 1 4 90 , FFL: 000 Y \4 . . 9 B\
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FPL: 16.450 ! K FPL: 16.550 4 FPL 12850 J 8 j K RPINGORS \
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- = - RS oS eS 7 ——— — _— = — - RW TP) =e Te
ae War 42 Ao or” SLP or
a _ — xy) LA j a —_— —_ x XX
CONTRACTOR TO PROTECT ALL EXISTING
CONTRACTOR TO PROTECT ALL EXISTING NEIGHBOURING STRUCTURES FROM
NEIGHBOURING STRUCTURES FROM UNDERMINING DURING CONSTRUCTION
UNDERMINING DURING CONSTRUCTION REFER CRITICAL DEPTH LINE DIAGRAM DRG 7
REFER CRITICAL DEPTH LINE DIAGRAM DRG OwW34
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
SITE PLAN — SITE RETAINING WALL PLAN ONLY CONTRACTOR TO LOCATE ALL SERVICES HAND RAIL WHERE
Scale 1: 200 PRIOR TO COMMENCING WORKS ON SITE. ALL [~ RETAINED HT EXCEEDS 1.0m
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY NATURAL GROUND
RESPONSIBLE FOR THE SERVICE 4
HAND RAIL WHERE
~ RETAINED HT EXCEEDS 1.0m WATERPROOF WALL
&
oe a H < 1500 N12-400 V & H z
1/N12 TOP GROUT FILLED CORE N20 ___J = S
NCLUDING HEIGBOGENG rom COVER ground EE COMPACTED CONCRETE. H < 2000 NI6~400 V & H zs
LEGEND ALLOTMENTS p — tS = A BINS MOVED TO FRONT OF SITE 22.02.22
ae FLED N2~400 V. ; PROVIDE FULL HT. BACKFIL aT AG PRE = a =
- FILLED N12-400 V & H. 1 —— P : = 7
__---77 INDICATES PROPOSED SURFACE THE BULDER CONTRACTOR — LAP BARS 500mm. MOVEMENT JOINTS AT TO OUTLET. 7 FOR APPROVAL
40.0 CONTOURS AND LEVELS TO AHD. RELEVANT IPYELS PRIOR TO 32Npa GROUT 2 8.0M CIRS. _ 1
COMMENCING WORKS. x|= a
A oS So
5.0% > INDICATES FINISHED SURFACE GRADE round / BEFORE POUR VA 8 ALL CORES CLEANED S _S162 MESH TOP 40 DO NOT SCALE FROM THIS DRAWING
pad Tevel CLEAN-OUT BLOCKS. P ~~ VOnTAE ENS nn sS po" The design and associated details contained on this ond ssocated '
418.0 EXISTING SURFACE SPOT LEVELS. > ae I THS FOOTING WTHOUT \ 7 B CLEANOUT BLOCKS, = NATURAL GROUND } the etter pomene oT SGe Coaltne Eavece luced withou
INDICATES DIRECTION OF RAMP UP OR BELOW CRITICAL reno | ‘ NOE CCA, OEP 00 | 600 meee g A] N40
RAMP. BELOW CRITICAL DEPTH VEL 800 | 600 N . N12-400 Unit 1/11 Project Ave,
RAMP. ss DOWN. AS INDICATED OE AND IS STABLE. STABLE . UNE AND IS UNSTABLE. RONDE an | oon oo. . PS SCG Noosa Heads
INDICATES POSITION OF RETAINING WALL TO LINE OF PROPOSED ale a Lt € 2000 » NI6~400 H B D 5 es om stan
RW —— PIERS OR UNDERPINNING FOUNDED 173 —— EXCAVATION OR TRENCH. LE 200 THK HEEL ; : web: wn oy-engineers.com
FUTURE DETAIL, WALL TYPE AS NOTED 3 S — way) Twn) 1 (wn) F
(BLK) — REINFORCED BLOCKWORK Fe CRA OEP UNE NI = L__ N12-400 EW ° \ enc MEH I
(SLP) - STEEL POST & CONC PLANK ANY FOOTING THAT IS FOUNDED 300 | TOP & BOTTOM oR 1200 | 800 | 250 Title:
BY SPECIALIST SUPPLIER ABOVE THE CRIICAL DEPTH UNE. Horizont __30 Defoe 4LITTM TOP & BOTTOM EQUIVALENT. 1600 | 1100 | 350 SITE RETAINING WALLS
(BLD) - BUILDING REFER NOE: Ré UGS AT 900 CTRS 2000 | 1400 | 550
STRUCTURAL DESIGN THIS DETAIL ALSO APPLIES TO EXISTING FOUNDATIONS 450 B Min CONCRETE. COVER 70mm B - BASE WIDTH
ON NEIGHBOURING PROPERTIES. SHEET PILING MUST |
CRITICAL DEPTH LINE BE INSTALLED WHERE EXISTING FOOTINGS WILL BE (BLK) ~ RETAINING WALL THIS DRAWING AND ASSOCIATED DETAILS Project .
TYPICAL SECTION UNE (BLK) ~ RETAINING WALL TYPICAL SECTION MUST BE READ IN CONJUNCTION WITH THE 89-93 Eumundi Noosa Rd,
TYPICAL SECTION NOTES CONTAINED ON 31131-N NOOSAVI LLE
: ‘ D Desi
Date: Apri 22 rawn SR esign SR
0 2 4 6 8 10 Checked: Drg No. Rev.
noanunt——7__—71 _mt:200 @ AT Fo
: s Q 5835
1:400 @ AS =| _S Richardson jl { J —OW3.4 °