Engineering Plans · MCU24/0120

 

 

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KEY
j- ~| 4S | EX. SWPT EXISTING STORMWATER PIT
| Oo
HEIGHT DATUM | | | EX. SWMH EXISTING STORMWATER MANHOLE
| o | EX. SMH EXISTING SEWER MANHOLE
LOT 520 ON P 93115 oe | 3) | EX. SCP EXISTING SEWER CONNECTION POINT
Level Datum AHD | | ul | | E.0.B. EXISTING EDGE OF BITUMEN
Avocet Parade, Peregian Beach {l| | Ve xl | | K&C EXISTING KERB & CHANNEL
Survey information provided by N on) 8303 2 Le SL. NATURAL SURFACE LEVEL
AXIS. SURVEYS — Or es H
ji - | | TP TELSTRA PIT
| | | | Wt EP, ELECTRICAL PILLAR
| | © 19.41 4560 KERB _EXISTING KERBING
oS | o > : . RCEW REINFORCED CONCRETE END WALL
| | 7 : : SV STOP VALVE
| = o> O < > 2 2 87°28) WM WATER METER
| = I | 43a0 O eS “S » 31,403
wy 12.81 oO O_ 12.03 . 11.13 11.16 \ 9
| | 37 -\— — SILF— <P — SLF— — 4 — SILEX — at — /— BL Trzt- — SIL 7 OOt — — > SLF— 10:68 — SLI— — — SIL:
| Sti \ Nisa NS = Ti 10.60 10.89 08 VT NC \ !
oy | \
| | ~ \ XN DUST MOBILISATION FROM WIND ACTION
||| Lt | crete
- Roofwater | | \ Con 10.91 is % \ | SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE. OF
|_| |RootWwate pte NI IP SPDT TR ev & \oP SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
@ Outlet IL 16.30 - \ ZC ‘ \" STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
Qn 2 2 | AROUND BASE OF STOCKPILES
EX. SMH 2 LS ol = \ |
Li \ |
&® 58 | » ee | | MAINTENANCE OF SILT PROTECTION
awer M/H 2 = < QR Be ON | || SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
- 13.63 | es e ys | | {| MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
C) | 7 13.27 43.28 L | | w BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
25 es es 4 IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
Lu : Z MEASURES, SILT RUNOFF PROTECTION 1S TO BE MAINTAINED UNTIL
Blo A | /
\ / | | SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
| —_ J | | \ SUSCEPTABLE TO STORMWATER SCOUR.
OD © | |
| = 2 > UC | | | js
o oO -_- OP KX
QR x f al = 3 | | \ #
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o2 = © S |
2 S| a > a 4 | | T 900(W) GEO-FABRIC SILT 4 SILT RETENTION
\ 3 Sa oF & | FENCE, FIXED TO SPIKES) ——» THE CONTRACTOR IS TO INSTALL APPROVED SILT
=| / | | Sy | | AND BURIED 300 INTO 2 RETENTION FENCES PRIOR TO COMMENCING ANY
< > \N STABLE GROUND. © EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED ALONG
. ud ! |
Bitumen SoS BAG NN eee oS \ THE LOWEST BOUNDARY AND RETURNED UP SIDE
Drivewa | \ | co BOUNDARIES TO ENSURE FULL STORMWATER ENTRAPMENT,
y C) \ \ N SURFACE RUNOFF FROM WITHIN THE ALLLOTMENT MUST
ac % RL DRAIN TOWARDS THE FENCE AND SHALL NOT ENTER
COR LOG OR HAY BALES PEGGED SS Ty\y yl PBF Re aR nn a Ne ng tn Stoo | | N 1200(L) 50 SQ. HOWD NIEGHBOURING ALLOTMENTS THROUGH THE USE OF
; ai \ \ | | | wo SPIKES, 1800 CTRS DRIVE SURFACE BUNDING OR SCOUR PROTECTED DRAINS. THE
ol | CX \ | | | N 600 INTO GROUND. FENCE MUST REMAIN IN PLACE UNTIL SUCH TIME THAT
- Ly | |, © FINISHED LANDSCAPING AND DRAINAGE MEASURES ARE
Roofwater ® Cc) \ ) \ | | | w ) + SILT FENCE DETAIL — INSTALLED
. Outlet IL 13.07 | | \. / \ % I. TT] DASHED LINE INDICATES _ | | T ol
o“X\ Oo 3 / es | | PROPOSED BUILDING | [?
\ \ | \a / | | | FOOTPRINT | !
| \ Pp | \
\ / | bf 2) 1 bie®
\ | ~ | © é
EXISTING TABLE \\ \ Vv | i | | T PROVIDE RUMBLE GRATES
- vey DRAIN \ | ‘ t | | Y | —————— DURING SITE BULK
| 5 8 Wome: Pold en ett} tt en
2) \'\8 #66839 \ FAR  \ BYR NE TT =
COIR LOG CHECK DAM DETAIL Be \ \ | | |
EX. SMH Ge) 2 \ / \ = l | 80-120mm ROCK (NO FINES)
. HARD STAND OVERLAY
Sewer M/H \ / 11.66 fl | T FOR DELIVERY'S DURING
RL 13.2 2 \.. \ i agi \ ! S| | CONSTRUCTION. TYPICAL.
: . Ss
2 e |
oO
EXISTING SIDE ENTRY SILT FILTER SOCK TO SURROUND C \ \ aye \ | | | CREATE BUNDING IN
PIT OR SIMILIAR GRATES AND SIDE ENTRY INTO \ | a TEMPORARY HARDSTAND
GRATED PIT Pir \ \ \ \ \ ! «« KG 2) oe FOR DIVERISION INTO
\ 4 SILT FENCES. TYPICAL.
NOX ( /
sup— — L — srr — — —st— — — si t 24929 / 4-49 — 2 —ar-- 7, |
\ lo \ | 26750 : — ; |
\ >
i) | | E / op !
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KERB & CHANNEL d. / Hot % 41182 Ol = S S J 6 6 ©
we Pdwer Pole / Ao- ‘ = SY V/ YON
L wer Pole \. | £ ] S /
SILT FILTER SOCK DETAIL “ \ #6838 / » a has N| 3 , O/ LY
NS ) 1118 -
: \ 2 N dae. of Bitumen
go A2- TBM Nail in Bi RETAIN EXISTING
N& AHD RL CROSSOVER DURING
LEGEND NC / EARTHWORKS
-~ INDICATES PROPOSED SURFACE Bitumen ~
1807 CONTOURS AND LEVELS TO AHD. Driveway ~~ _ 1235 4085
\ ee —_—-_—_ ; ee JWWV.09 LC > 5 d —
4180 EXISTING SURFACE SPOT LEVELS. ” —-—— HN Crown of Roa
E INDICATES OVERHEAD ELECTRICITY $ )
SUPPLY LINE a oN Rowson | Desensu
2 L 7 ‘evision Description Date
INDICATES EXISTING SEWER LINE Bo / 2 Issue:
e a EX. SWPT 7 9.87 FOR APPROVAL
= ~~~ 206 Edge of Bitumen 10.25
w——— _ INDICATES WATER MAIN APPROX Da =| aa 11.92 41.61 11.64 Ci OF Bitumen 0.
ALIGNMENT, BUILDER TO CONFIRM EXACT 2p. 90 cv GRRE 1.98 41.57 oO $e p38 DO NOT SCALE FROM THIS DRAWING
LOCATION PRIOR TO WORKS FF a a 710.38 oe Ns
Concrete 42.24 12.11 12.02 11.74 EX. SMH (x) Telstra drovgs ere copyiaht ond are rl tobe used or reroded witout
T INDICATES TELSTRA LINE APPROX Drivew ay JL * the written permission of SCG Consulting Engineers.
ALIGNMENT, BUILDER TO CONFIRM EXACT J Sewer M/H -
LOCATION PRIOR TO WORKS L RL 10.66 ees Unit 1/11 Project Ave,
= 3 Noosa Heads
_ ____ INDICATES STORMWATER DRAIN EXISTING 3 SOG
we AS NOTED SITE PLAN — SILT & SEDIMENT EROSION PLAN ) Pn (07) 5455 5604
Scale 1: 100 g ee web:www.scg-engineers.com
————sit _ SILT RETENTION FENCE TO DETAIL 7 |
itle:
SITE_DRAINAGE — CONSTRUCTION
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE ENSURE GROUND PROFILE DURING CONSTRUCTION SITE_DRAINAGE — CONSTRUCTION SILT & SEDIMENT EROSION
PRIOR 10 COMMENCING WORKS ON SEE AA. FALLS TOWARDS THE CENTRE OF THE ALLOTMENT CONSTRUCTED STORM WATER PITS WITHIN THE SITE PLAN
www.dialbeforeyoudig.com.au SERVICES ARE TO BE PROTECTED IN. THEN TOWARDS THE FRONT BOUNDARY WHERE ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
ACCORDANCE WITH THE. AUTHORITY RUNOFF WILL DRAIN THROUGH THE SILT POND & SILT OR TO BE FITTED WITH SILT PROTECTION MEASURES project
RESPONSIBLE FOR THE SERVICE FENCES. IN NO INSTANCE SHALL THE ALLOTMENT TO THE APPROVAL OF THE ENGINEER
DI AL1100 DRAIN INTO NEIGHBOURING ALLOTMENTS. 3 AVOCET PARADE,
BEFORE YOU DIG 5 Das
Date: aug 2024] °°" LR eosin Ty
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1:200 @ A3 J T Harrington 0336 -OW2.1