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Appendix B - Civil Engineering Plans
Attached to the e-mail MCU23_0053 - Response to Information Request - 2 Smiths Road_ Tinbeerwah.
Plans and drawings: the text below has words only, no drawings.
DRAWING SIZE — At
48.077
+180
F,
Alig
h SL=25 4
E
BACK TO NATURAL SURFACE ~~ \
S ttle
LEVE3L WITH FALL AWAY FROM “NN r
THE BUILDING, REFER SECTIONS. \ = Bolt Found
a Str —_
& 7
Hoop Pine
&
op
~W £ + oe ~~ _ —
—_— _t _— © NN XS
eoN
SITE PLAN — EARTHWORKS PLAN.
Scale 1: 200
110.00
107.5004- 2s
=
—
105.0004- = 2
= _
~|--~—
102.5004- ye
100.004— iz
LEGEND = | |
, __—7— 7 UF GARAGE ILil f
_--7 INDICATES EXISTING SURFACE CONTOURS 97.5007- yok eee ee iH
AND LEVELS TO AHD. _ fTL
95.00 -T
EXISTING SURFACE SPOT LEVELS. TERRACED EMBANKMENT WITH
ROCK GABION OR EQUALLY
INDICATES DIRECTION OF FALL 92.50 PROVE nase Guy
TO FINISHED SURFACE. RETAINING WALLS, REFER
INDICATES LOCATION OF SECTION LINES SECTIONS . .
AND CHAINAGE 90.00
INDICATES OVERHEAD ELECTRICITY . ye So S = ds x 9 qe 3 3 gS rR x 3
SUPPLY LINE Elevation — Existing - 3 S 4 3 oe 3 q Ss 5 5 a 3 3 = a
~ Oo Oo Oo Oo Oo mo s+ co a —=
INDICATES EXISTING SEWER LINE Elevation — Proposed = te te S S cS S S S S x
INDICATES WATER MAIN APPROX Cut Fill Depth a SY 8 Js § & a 3 8
ALIGNMENT, BUILDER TO CONFIRM EXACT P * v yt 7 T ~ 1
Sw
RW ——
<}+ SWALE ——
—— — — SLE
NN. & ~
tye
~-PROVIDE A CUT OFF SWALE
~ ACROSS THE TOP OF THE
RETAINING WALLS DRAINED
__ TOWARDS THE EXISTING GULLY
3
Dam
TERRACED EMBANKMENT WITH
___ROCK GABION OR EQUALLY
APPROVED MASS GRAVITY
-gRETAINING WALLS, REFER
+ SECTIONS
28
71.809ha
BACKFILL TO NATURAL SURFACE
PROFILE DOWN THIS SIDE OF THE
BUILDING UP TO LOWER
RETAINING WALL
FINISHED PAD LEVEL GRADED
LOCATION PRIOR TO WORKS
SECTION SL-X59
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
INDICATES POSITION OF RETAINING WALL
TO FUTURE DETAIL
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
INDICATES ALIGNMENT OF SWALE AND
DIRECTION OF FLOW, REFER TYPICAL
SWALE DETAILS
SILT RETENTION FENCE TO DETAIL
110.00
107.500
105.000
102.500
100.00
97.500
95.000
92.500
90.00
BACKFILL TO NATURAL SURFACE
PROFILE DOWN THIS SIDE OF THE 16
BUILDING RP207543
NO CUTTING/FILLING WITHIN ROAD
RESERVE, DRIVEWAY FORMATION
TO MATCH EXISTING SURFACE
LEVELS
900(W) GEO-FABRIC SILT FENCE,
FIXED TO SPIKES AND BURIED ——»-
300 INTO STABLE GROUND.
1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
SITE DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS
THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH
THE SILT FENCES.
SILT RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED
SILT RETENTION FENCES PRIOR TO
COMMENCING ANY EARTHWORKS. THE FENCE
IS TO BE CONSTRUCTED ALONG THE
LOWEST BOUNDARY AND RETURNED UP SIDE
BOUNDARIES TO ENSURE FULL STORMWATER
ENTRAPMENT. SURFACE RUNOFF FROM
WITHIN THE ALLLOTMENT MUST DRAIN
TOWARDS THE FENCE AND SHALL NOT
El ENTER NIEGHBOURING ALLOTMENTS
THROUGH THE USE OF SURFACE BUNDING
SILT FENCE DETAIL OR SCOUR PROTECTED DRAINS. THE FENCE
MUST REMAIN IN PLACE UNTIL SUCH TIME
THAT FINISHED LANDSCAPING AND
DRAINAGE MEASURES ARE INSTALLED.
110.00 110.00
107.5004- 107.500
><
105.0004- = 105.000
& VOX ——Ti
102.5004- 102.500
I FFL 100.150 _--T
Ip =-_
100.00+- 9s Fe yg = 100.00
| F fp f
LF GARAGE |
97.500-+ qn PF S6700 tt 97.500
uy |
yst_ [ESET Poo
99.0007 TERRACED EMBANKMENT WITH 9.000
ROCK GABION OR EQUALLY
APPROVED MASS GRAVITY
92.50 92.500
RETAINING WALLS, REFER
SECTIONS Revision Description Date
90.00 90.00 OR TENDER
a o 2 D> co my mr L og Ss x = es
Elevation - Existing | yO c S 4 & 3 tog a = x
a oF a a a SF a a S q eS 2S S q
op = DO NOT SCALE FROM THIS DRAWING
Elevation — Proposed iS iS wo wc ned Ss Ss Ss Ss The design and associated details contained on this and associated
> > > > > = S 2 S drawings are copyright and are not to be used or reproduced without
oO ry ~O OO Oo the written permission of SCG Consulting Engineers.
Cut Fill Depth = oS = = S S 5 2
© | 7 7 © ! 1 a Unit 1/44 Project Ave,
Noosa Heads
SECTION SL-X38 | Pie
5 email:[email protected]
3 web:www.scg-engineers.com
Title:
Project
2 Smiths Rd,
: Di Desi
Date Aug 3 Tawa esign SR
0 2 4 6 8 Checked: Drg No. Rev.
funn om 1:200 @ Al RPEQ 5835
1:400 @ AS | ERenerdson | | 33128 -C1.1 | -
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Page 2
DRAWING SIZE — At a 2 na xed a! 105,00 SG-AA S 105.00 ot aon 3 —|— 104.00 << al PROPOSED ¢ PROFILE EXISTING GROUND 104.00 SN ee GRADES INDICATED LINE. (DASHED) ww 103.00 an > bl [ 103.00 ~~ She A ee, [to VD -—a TOT [_x- 102.00 — + os & 102.00 < —— Te xi® 92 eae cc TT \ ees PS ace + S << 101.00 TSE On? 2 asaT Teg 5 o—s jo OSS a ae ee 101.00 -< 4 . — ~ Wadd AY = a : . $ \ >" : Ce O° vy oS y wile! . 4+ 2 Ee | a & Le SF SS] we af S Oo 100.00 Z Z 100.00 ® Lo = yas = Lo 99.00 Sats 99.00 We 58 aj os SS yao 6 oe _— 98.00 SS oe oo Bap 09 & \ 00 |. SRA A AN —=£ NAS ~~ st = : ab fy a> 97.00 - . 97.00 96.00 96.00 EXISTING S.L. — Z S 2 3 S z = : a 2 z a g & 3 5 s : S eo “ " if Le = S S S S S S S S S S S S S S S 3 & S S & & 8 P PROPOSED LEVEL - : 5 = 5 z S S = = = < 3 8 % 8 g 2 2 2 & z z Z ® S S S S S S S S S S S S S Ss Ss S SB S s > a S S B xy 2 1 N N oS 8 5 8 g xs 5 = 3 3 5 rs) o o ~N a = 3 Ps CUT/FILL - ? S S S 9 ¢ ¢ + 7 7 7 7 7 7 9 9 S S 3 3 9 7 7 7 Ss S S S S S S S S S S s s s 8 S S S S 3 3 8 S 3 CH AINAGE _ Lo oS ws So Lo S wo S wd Sa wa So Lo oS wo S wo So Lo Ss 8 S wo g Prot Dri Centerl| PROVIDE TABLE DRAINS NATUR, LONG DRIVEWAY EDGE ~~ SURFACE WITHIN AREA OF CUT ~~ VEL 3.0m MIN ie oS ~~ 2 | ss BN 500 MIN FILLING TO SPECIFICATION STRIP 10 — a i TOPSOIL AND BENCH COMPACTED ne 10 Se NN FILLING INTO PROFILE eo . ~ CUT GRADE ~~~ Z Dam ae we + ~~ ~ gs <= ~ ~ ~ © - DRIVEWAY FORMATION “ss! N _ MIN 50-100mm COMPACTED ROADBASE OVER A PREPARED SURFACE STRIPPED OF TOPSOIL & COMPACTED SAW CUT EXISTING EDGE OF 125 THK DRIVEWAY SLAB BITUMEN TO ENSURE SMOOTH TRANSITION WITH NEW DRIVEWAY PAVEMENT CONTRACTOR TO TOPSOIL AND TURF ANY SITE PLAN — DRIVEWAY ALIGNMENT PLAN Scale 1: 200 DISTURBED OR DAMAGED AREAS OF THE ROAD RESERVE ADJACENT THE CONSTRUCTION SITE DIAL1100 BEFORE YOU DIG a (Tex MAX FILL BATTERS 3 GRADE MIN GRADE TYPICAL DRIVEWAY CROSS SECTION 125 100 SUBGRADE PREPERATION, REFER GENERAL NOTES DEPTH DETERMINED ON-SITE PAVEMENT MATERIALS: —125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE ~100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST —SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /NOTES DRIVEWAY PAVEMENT SECTION Revision | Description Date “FOR TENDER DO NOT SCALE FROM THIS DRAWING The design and associated details contained on this and associated drawings are copyright and are not to be used or reproduced without the written permission of SCG Consulting Engineers. >» Unit 1/11 Project Ave, F Noosa Heads Ph (07) 5455 5604 email:[email protected] web:www.scg-engineers.com ABN 40 098 481 299 DEBUILD T/A Title: DRIVEWAY DETAILS Project 2 Smiths Rd, TINBEERWAH Date: Aug 3 Drawn 1H Design SR Checked: Drg No. Rev. | 88, | 33128 -C21
Page 3
DRAWING SIZE — At www.dialbeforeyoudig.com.au DIAL1100 BEFORE YOU DIG + Bolt Found Hoop Pine ALL LINE MARKING TO BE IN ACCORDANCE WITH THE QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES & A.S 2890.1 PARKING FACILITIES PART 1: OFF-STREET CAR PARKING PART SITE PLAN - PROPOSED ACCESS SITE DISTANCE PLAN Scale 1: 200 ALL LINE MARKING TO BE IN ACCORDANCE WITH A.S 1724 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES & A.S 2890.1 PARKING FACILITIES PART 1: OFF-STREET CAR PARKING PROPOSED SITE BM: Peg RL: 97.90 PROPOSED FORMED DRIVEWAY SHOWN SHADED. BE LESS) ~~ ASSESMENT POINT WITHIN DRIVEWAY DIRECTION A DIRECTION B 3 WIGRP207543)e. DRIVEWAY SITE DISTANCE ASSESMENT SIGN POSTED SPEED LIMIT - 80 km/hr (ACTUAL WILL MINIMUM SIGHT DISTANCE REQUIRED - 105m $ INDICATES POSITION OF 1.15m HIGH LINE OF SITE AVAILABLE SIGHT DISTANCE - >105m (IN EXCESS) AVAILABLE SIGHT DISTANCE — >105m (IN EXCESS) PROPOSED DRIVEWAY LOCATION Revision Description Date “FOR TENDER DO NOT SCALE FROM THIS DRAWING The design and associated details contained on this and associated drawings are copyright and are not to be used or reproduced without the written permission of SCG Consulting Engineers. email:[email protected] web:www.scg-engineers.com ABN 40 098 481 299 -_~ Unit 1/11 Project Ave, Noosa Heads Ph (07) 5455 5604 & CONSULTING ENG RS DEBUILD T/A Title: DRIVEWAY SITE DISTANCES Project 2 Smiths Rd, TINBEERWAH Date: Aug 3 Drawn 1H Design SR Checked: Drg No. Rev. jesse, f) [33128 -C3.1)
Page 4
DRAWING SIZE — At
www.dialbeforeyoudig.com.au
SAY DIAL1100
JY BEFORE YOU DIG
EXISTING DAM
Sg
~~ ~ oS
SS PROVIDE A CUT OFF SWALE
~N “ACROSS THE TOP OF THE
\ ~_g” RETAINING WALLS DRAINED
“ F TOWARDS THE EXISTING GULLY
/ .
/ ), iON
/ IN-GROUND WATER TANK FOR RE-USE NT oN
/ AND FOR ON-SITE DETENTION TO . X
OFFSET INCREASED STORMWATER Hm ing fig tree
/ RUNOFF FROM PROPOSED WORKS ~~ Li MIR ~~
/ AL FIRS
7 x Sef? ~~ Ss
~~ > ~ “eo
7 ~~ (> WATER TANK
APPROX LOCATION OF EXISTING 7 fi KO
GRASSED GULLY FORMATION /
o(\ y
7
7
/ SW
7
. <t SWALE — <} SWALE — :
7 4 wee
7 \
7 ey \
7 _
7 SWALE AND PIPED RUNOFF DRAINED ~ Wattle
INTO EXISTING GULLY, PROVIDE in
CONCRETE SURROUND AND STONE ah
PITCHING AT PIPE OUTLET &
Hoop Pine
2
CUT OFF SWALE TO DIVERT FLOWS 4
TOWARDS INTO EXISTING GULLY. Y
aE PLAN — STORMWATER DRAINAGE PLAN ALL STORMWATER
cale :
PIPES TO BE LAID AT
1:100 MIN. UNO.
PIPE SIZED ~
B FLARE SIDES 1 OUT: 4
SPITTER TO
PIPE. END J MONG LENGTH OR 10
it PIPE | A
LEGEND
yo INDICATES EXISTING SURFACE CONTOURS Plan 5 STONE PITCHING CONSISTING MIN
AB. AND LEVELS TO AHD. — CK SIZE OF 300mm OVER
LAYING GEOFABRIC BLANKET
5.0% 5 INDICATES FINISHED SURFACE GRADE pipe
CREATE 300 (H) BUND AT
4\80 EXISTING SURFACE SPOT LEVELS. Y DOWNSTREAM No OF
-——— _DISSIPATOR BED
EA INDICATES DIRECTION OF FALL PROVIDE MIN 1 in 150 FALL ALONG 4
“Mey TO FINISHED SURFACE. LENGTH OF SWALE. DRAIN TO APPROVED PS PER LAW GATE/LD (HOT DIP GALV NEEDLE PUNCHED
POINT OF DISCHARGE WHERE STEEL) TO CE EATILD BrAhKET \_ ue DOWNSTREAM TOE OF STONE
ENGINEER S APPROVAL. UNDERLAY Section A-A CHING 500 INTO FLOW PATH
orx GRATED FIELD INLETS, PRE-CAST CONCRETE. _ 7 section ATA
HEAVY DUTY GRATE WHERE IN DRIVEWAY Za, ===
GD—xxx xxx(W) GRATED DRAIN WITH HEAVY DUTY RIO GALV DOWELS @ 400 PIPE
Conn . GROUND
GRATE TYPICAL SECTION OPEN GRASS SWALE 400(L) EPOXY GROUTED M AS NOTED E
100mm MIN INTO PIT.
— sw/ex—————_ INDICATES STORMWATER DRAIN EXISTING ALONG LENGTH, EXCAVATE SED IF
AS NOTED TELLAM PRE-CAST ——P ° REQUIRED
PIT OR EQUIV. : .
a-sw INDICATES ROOF STORMWATER DRAINAGE Section B-B
LINE TO HYDRAULIC DESIGNERS DETAILS. THKNESS AS AS NOTED
PER MANU. | | |__ON PLAN STONE PITCHING STORMWATER DISSIPATOR DETAIL
aw INDICATES POSITION OF RETAINING WALL
TO FUTURE DETAIL
PRE-CAST STORMWATER PIT SECTION
INDICATES ALIGNMENT OF SWALE AND
—_ SWALE > DIRECTION OF FLOW, REFER TYPICAL
SWALE DETAILS
Revision | Description Date
“FOR TENDER
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
a Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
Title:
SITE STORMWATER
DRAINAGE CONCEPT
| 88, | 33128 -C4.1
Project
2 Smiths Rd,
TINBEERWAH
Date: Aug 3 Drawn 1H Design SR
Checked: Drg No. Rev.