Approved Plan OPW22/0100

                                          NOOSA COUNCIL
                                          APPROVED PLAN
                                       OPW22/0100 15 JULY 2022



                                                                    .26
                                                                  15
                                                                 WM
                                                                WM




                                                                                                      THIS DRAWING AND ASSOCIATED DETAILS
                                                                                                      MUST BE READ IN CONJUNCTION WITH THE
                                                                                                      NOTES CONTAINED ON 31131-N




                                                                                            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




                                                                                               Date:                 Drawn                Design

                                                                                                Checked:             Drg No.                        Rev.




                                                                          Rev. - 10.06.16
Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022


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DRAWING SIZE — Al
NOOSA COUNCIL KEY
APPROVED PLAN EX. SWPT EXISTING STORMWATER PIT
i i EX. RCHW REINFORCED CONCRETE HEADWALL
www.dialbeforeyoudig.com.au EX SMH. EXISTING SEWER MANHOLE
OPW22/01 00 1 5 J U LY 2022 EX. SCP EXISTING SEWER CONNECTION POINT
» Lon E.0.B. EXISTING EDGE OF BITUMEN
. K & C EXISTING KERB & CHANNEL
ff N.S.L. NATURAL SURFACE LEVEL
" BEFORE YOU DIG FH FIRE HYDRANT
TP TELSTRA PIT
EP, ELECTRICAL POWER POLE/PILLAR
/ TS. TRAFFIC OR STREET SIGNAGE
Ar / ttl f. RP} WM, WATER METER
iB | 7 / KERB EXISTING KERBING
x y
HEIGHT DATUM ! Lx ee * _ xk f
Lot 1 on RP130594 & Lots 80 & ° a ‘ , 79°10'00" 95.916 eo st oe if
ot 1 on ots ’ — —— T= = = J > x
aw pws ew aw ew a ? _(BLD) y
81 on RP71151 (BLD | BLD LD \ 2 (BLD) RW _—— RW —~ RW w !—— Rw —— Rw
Level Datum AHD [ — — RW / ( ) | Rw/ —— AB D) RW | [- RW ——'RW —— RW | = |
Level Origin PSM115316, RL 3.593m ~ ( / I | | i2
Survey information provided by Noosa ~ @ Wi F 2 z \ r i (
Cooloola Land Surveys Pty Ltd ~ | A Wy i | | ( / Doro AL. ' (BLD) = av ~
Drq No. 21215DET a Y Y Y Y, Dey inlet vA z < U “ \ . LLTETIET \
| THIOT Y TH102 TH103 Y TH104 | | ~ THo0t ( 1H202, 1H203 \ sH204 \ l
Pyar ft FFL: 15.900 FFL: 15.900 FFL: 15.500 FFL: 15.050 2 2 cr. ON FEL3.400 FFL: 13.400 REL 12.600 \ =
ae . FPL: 1 4 90 , FFL: 14.000 Y \4 . . 9 B\
L-Hing-- FPL: 15.750 FPL: 15.350 FPL:19.590 y Prk. I, \ | I~ FPL-13.850 FPL: 18.250 FPL:13.250 FPh19.450 > a
iid cocaeS WY ijt Gas } yypppr Depp pee \ %
Loreal) fof ot YL, M4 \ \ Yo “ YL, |
2 Y, No» \ Ys OP ™
SS rpoos\ LZ Z \ VA [
a — J Tf QB 912 A 4 ON, (7 Zz {I
~ \ [ ‘ J | \
\ | \ / 2 ———— \ J
\ < = . \ \ | 2 LOT 100
5 * \ \
\ N e \ \ \ \ RP106085
\\ \ \ NN \ \ \ 4
(BLD) (BLK), (ap) ~~} ~~ {SP}. _ ~~ \
LLL LL LS \. —- RW —— RW —— RW : — Rw —— Rw —— ew 7 ] ~ RS ~SRL SS
; ~ \ \g : D 4 i og \ |
. TH501 yao = ; 3 \ L
; N Za 2 \ “ae “ TH301 (| \ fs |e |
FFL: 16.600 \ ~~ FFL:16.300 \| PEELS. . | > -\ |
FPL: 16.450 \ FPL316.150 @ / FFL: 19.000 | ai--7- J H(BLK) \ &
yy \ oiokfli'6. FPL: 14.850 a < Z z
% \ ANSI . hen RW RW eR S a TIMBER PALING FENCE
yy . \ MG YZ # |\ Y 3 Sw/ex ——— sw ek ow ex sw/ex a BUILT OFF BLOCK WALL
 TH802 ~ \ sao | \ 6.1m MIN \ Jo J | * % “
‘ ‘ \ \Z4 d | v4
, PL 16.300 a |  FPL6.450 i} \ FFL: 15.000 4 Z| § , Ay 1/Nt2 ToP
Y yy) elm WN | A FPL: 16.500 | \ FPL14.850 _| | xg “ 70mm COVER
Se * T _# \ ¢ o 2 \\ Aon
iy i LN \ S | \ alt ie
oS ~ | | CALL, a \ VLISELSLLL. \ Tq kK : 190 BLOCK = CORE PROMIDE FULL HT.
APTSOR, LY | : | WV MY, TH403 1303 \ 4 ‘g 99 aA x ve eas 00m Ho if MOVEMENT JOINTS AT
FFL:16600 7 FFL 16.450 7 | C Rs o00 (2 SP 106085 LOT 99 Z sa a ston. =) [buen
FPL: 16.450 | \ ¥PL: 16.300 y FPL: 14.850 J 8) KR RPINGORS \ ALL CORES CLEARED 2 e
|! ia \ 7 \ ale \ le \ BEFORE POUR VIA ©) gaaund 1E
| \ JL, | Y JL, INE \ \ x CLEAN-OUT BLOCKS. i {TP aS
I } e \ \
CASALL | LL, a\| L. yj t 4 a x - K >S
| \ mo \ \C \ \ \ UR _ GROUND LEE
, . . 7 \ \ UX. JIN SS
APTSO4 Mg \ FFI:16.450. \ / \ Tu304 \ | > AV \ “ FINISHED GROUND LEVEL SET 10
FFL: 16.700 T k viet q N Z 1 . 3 =z |. ACHIEVE OVERLAND FLOW INTO
FPL: 16.550 N \ FPL: 16.300 ~ Y RL: 15.000 o | & THE BIO/DETENTION BASIN, MAX
— LL > / : / 2 RETAINED HT OF 600mm
YH “a T SS v7 Q _FPLA4.890. oe; a 5
. oe enn X | 3
< (SIP) ~~ (BLD) NL SIR me
aw 259135" _ 84-963 py > ~ —— aw I ~-
ah 4 —— Su ? a= Bl 7h — aS EN a -— 4L11T™M TOP & BOTTOM
. . (SLP) © pe R6 LIGS AT 900 CTRS
- —_ — HS yy j . —_ —, \ ¥ 450 Min CONCRETE COVER 70mm
CONTRACTOR TO PROTECT ALL EXISTING
CONTRACTOR 10 PROTECT ALL EXISTING NEIGHBOURING STRUCTURES FROM (ct \ BLOCK BOUNDARY WALL
NEIGHBOURING STRUCTURES FROM UNDERMINING DURING CONSTRUCTION \Qw3.1/ TYPICAL SECTION
UNDERMINING DURING CONSTRUCTION REFER CRITICAL DEPTH LINE DIAGRAM DRG
REFER CRITICAL DEPTH LINE DIAGRAM DRG OW3.4
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE >
aE PLAN _ SHE RETAINING WALL PLAN ONLY CONTRACTOR TO LOCATE ALL SERVICES =
cale 1: PRIOR TO COMMENCING WORKS ON SITE. ALL 5
SERVICES ARE 10 BE PROTECTED IN 3
HAND RAIL WHERE ° TIMBER PALING FENCE
RESPONSIBLE FOR HE SRMCE RETAINED HT EXCEEDS 1.0m =; | BUILT OFF BLOCK WALL MUST READ Ne ONTO Wind tic
WAND RAIL WHERE NATURAL GROUND NOTES CONTAINED ON 31131-N
RETAINED HT EXCEEDS 1.0m
WATERPROOF WALL.
1/N12 TP =3=§ ‘ =
EXISTING STRUCTURE /DWELLING no LENE! a
INCLUONG HEIGOURNG 7mm COVER cr 190 HOLLOW BLOCK — os NATURAL GROUND _ |
LEGEND ALLOTMENTS if GROUT FILLED CORE N20 H < 1500 N12-400 V & H © \ H < 1500 N12-400 V & H L A Revisions for Council RFI 19.05.22
— 190 BLOCK — CORE COMPACTED CONCRETE. H < 2000 N16-400 V & H Ss H < 2000 N16-400 V & H & Revision | Description Date
_---77 INDICATES PROPOSED SURFACE THE BULDER/CONRACTOR Tee Bas oon A TOVEMENT JOINTS. AT E | = Issue:
48.07 CONTOURS AND LEVELS TO AHD. 32Mpa GROUT z 8.0M CTRS. 200MM FREE DRAINING > _ GROUND BIO-RETENTION 2 FOR APPROVAL
RELEVANT LEVELS PRIOR TO 3 BACKFILL WITH AGI PIPE = 190 HOLLOW BLOCK FINISHED 3
COMMENCING WORKS. ALL CORES CLEARED x|= 70 OUT = GROUT FILLED CORE N20 D7 | BED/DETENTION BASIN |
5.0% > INDICATES FINISHED SURFACE GRADE frond / BEFORE POUR IA L CONPACTED CONCRETE. aw e DO NOT SCALE FROM THIS DRAWING
pad Tevel CLEAN-OUT BLOCKS. P — S35 Zz The design and associated details contained on this and associated
4\80 EXISTING SURFACE SPOT LEVELS. Gp, UNSTABLE I THIS FOOTING WTHOUT H]B ALL CORES CLEANED SL62 MESH TOP 40 ALL CORES CLEANED | 3S _ 62 MESH TOP 40 = er cea oF SCE Coraltng Expect! witout
THIS FOOTING IS FOUNDED QF PIERS IS FOUNDED —_——_ 1200 | 800 OF DEBRIS AND COVER. OF DEBRIS AND ae [on -
ABOVE CRITICAL DEPTH MORTAR FINS VIA MORTAR FINS VA ——"F}] PCF
Pe ee ihe — qe So teat EE | way go eget RE ~) StG Ss
7S 2 ——— PRIOR 10 POUR. LONGITUDINAL BARS PRIOR TO POUR. 4a LONGITUDINAL BARS
o a 4 ._ N12~400 z a ._Nt2~400 < ee onto occm
INDICATES POSITION OF RETAINING WALL TO LINE OF PROPOSED 3/2 2 - “ * 5 ee onal sng egerscom
Rw —— FUTURE DETAIL, WALL TYPE AS NOTED PIERS OR UNDERPINNING FOUNDED iB —— EXCAVATION OR TRENCH. ~Is KX 200 THK HEEL = i” = L 2 s9N 40.008 494289
BELOW THE CRITICAL DEPTH LINE SI 2 | N12-400 EW a; H < 1500 ~ N12-400 a; H < 1500 ~ N12-400 8
en - Pe ORE BLAH AK WOULD BE NEEDED TO SUPPORT = S H < 2000 ~Né-400 | H | B | OD < H < 2000 ~ nié-400 | H | B | OD Title:
- ANY FOOTING THAT IS FOUNDED
BY SPECIALIST SUPPLIER ABOVE THE CRITICAL DEPTH UNE. Horizonte! 30 DegfeeSNf ALINTM TOP. & BOTTOM ° SN (WAX) (MIN) (MIN) 2 a (WAX) (MIN) J (WIN) SITE RETAINING WALLS
s R6 LIGS AT 900 CTRS RENCH MESH 3L117M RENCH MESH 3L11TM
(BLD) — BUILDING REFER NOTE: Vin CONCRETE COVER 70 390 | TOP & BOTTOM oR "200, 800 | 280 399 | TOP & BOTTOM OR 1200) 800 | 250
STRUCTURAL DESIGN THIS DETAIL ALSO APPLIES TO EXISTING FOUNDATIONS 450 B " mm EQUIVALENT. 1600 7 100 | 350 EQUIVALENT.
ON NEIGHBOURING PROPERTIES. SHEET PILING MUST 2000 | 1400 | 550 ;
CRITICAL DEPTH LINE BE INSTALLED WHERE EXISTING FOOTINGS WILL BE 8 — BASE WOTH 8 — BASE WOTH Project
FOUNDED ABOVE ANY EXCAVATION CRITICAL DEPTH = = °
TYPICAL SECTION UNE (BLK) ~ RETAINING WALL 89-93 Eumundi Noosa Rd,
TYPICAL SECTION (BLK) ~ RETAINING WALL (0 \ (BLK) ~ RETAINING WALL NOOSAVILLE
TYPICAL SECTION \QW3.17 TYPICAL SECTION
a 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 31 1 J -OW3.4 A.

 

 

 

 

Document Set ID: 21935886
Version: 1, Version Date: 20/05/2022