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Appendix C - SCG engineering plans - MCU19-0030
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn EXISTING CAR
NO
DEMOLISH & REMOVE EXISTING PARK TO BE ENSURE SMOOTH TRANSITION FROM
RT
CROSSOVERS & RE CONSTRUCT STAND-UP RELOCATED EXISITNG FOOTPATH TO DRIVEWAY,
H
KERBING TO NOOSA COUNCIL STANDARDS NO STEP
& DETAILS. DRIVEWAY CROSSOVER IN
MAINTAIN POSITIVE FALL ALONG NEW KERB ACCORDANCE WITH IPWEA STD
TO PROMOTE S/W FLOWS TO EX. S/W PITS R-0050 AND COUNCIL REQUIREMENTS
GYMPIE TERRACE
NEW CAR
SPACE EXISTING
RL APPROX BUS STOP
1.55
1:8
1 : 20
EXISTING FOOTPATH
0.05m
1 : 40
4
1 : 8 C9.0
150 (W) GRATED
1m m
1
DRAIN TO KERB
4.9
POOL ABOVE
I NE
L
1:
6757
ER
0.2 m 6109
5
6013
SEW
DRIVEWAY
ISSUED FOR APPROVAL
0
m
1.5
Issue Date: 22/01/2019
0m
1:
Drg. Number: 28292 - C1.1 8
1.5
FRONT SETBACK – 6.0M UP TO 2 STOREYS 10.0M
TO THIRD STOREY LINE OF ROOF
ABOVE
m
RL
0
2
m
1.5
.70
0.2
DR
IV
STORE RA EW
MP AY
UNDER 1:
SH
1.7 x 5.0 8
FG
U1 U2 U3 VISITOR DRIVEWAY HIGHPOINT SET AT
FRONT SETBACK – 6.0M UP TO 2 STOREYS 10.0M PARKING
TO THIRD STOREY RL 2.70m ABOVE DEFINED
FLOOD EVENT, FULLY ROOFED.
HT
WC
NO FLOOD WATER CAN ENTER
EIG
2.2 m
BATH
5m
LH
BASEMENT.
0
2.3 x 5.0
AL
9.0
V
HT
EW
EIG
PROJECT:
TH
LH
LF
Proposed New Residence
AL
HA
150 (W) GRATED
W
DR
O
BASEMENT
E
IV
LT
GLASS WALL
GLASS WALL
RA EW DRAIN TO KERB
TH
UA
MP AY
25.0 x 13.6
1:
LF
PROJECT NAME:
EQ
LOW HT. BLOCK
HA
4
S–
O
WALL AS BARRIER INFINITY VILLAS
BASEMENT
LT
CK
SAUNA
UA
BA
ET
EQ
2.5 x 3.2
ES
FFL -0.3
S–
CLIENT:
SID
0.2m 35
CK
00
Sasha Hopkins
BA
ET
ES
SID
3 SITE ADDRESS:
1.50 m C8.0 Lot 1-RP66483 & Lot
DR RA
5m
0.37
IV M
1-RP70165,217-219 Gympie
EW P
AY
Terrace, Noosaville 4567
GYM
6.3 x 4.1 13 1415 16 1718 19 20 21 22 23 24 25 26 1 : 6.7
REAR SETBACK – 6.0M TO UP 2 STOREYS 8.0M TO
THE THIRD STOREY
DRAWING TITLE:
STORE FOYER LIFT BASEMENT
1.5 x 2.1 1.9 x 2.3
UP
12 1110 9 8 7 6 5 4 3 2 1 LINE OF VOID
ABOVE DATE:
REAR SETBACK – 6.0M TO UP 2 STOREYS 8.0M TO THE THIRD STOREY
1.50 m 06/12/18
CAR TURNTABLE FOR
VEHICLE MANUVERING SCALE:
TO END BAYS ONLY. 1 : 100 @ A2
DRAWN BY:
C.CLOUT
R LINE
SEW E
PRELIMINARY DRIVEWAY PLAN LOT 1-RP66483 & LOT 1- ISSUE:
PRELIMINARY CONCEPT
RP70165,217-219 GYMPIE
TERRACE, NOOSAVILLE 4567 DRAWING NO:
AREA: 1084.9m2
C2.0
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Page 2
DRAWING SIZE — A2
GYMPIE TERRACE |
3.0m (W) L
EXITING CAR [ 4 .
77 AW Mad os del A
. . 2 Wn
‘59 /
"6 fb —
"* 08 6 if a u ‘9
° ‘a ‘e jl oy ENTERING CAR .
: ‘~ “ tw 1,358 {i /,
3 Ie a “ a. ; so ss Ms Hy ty f ° . .
% tye agg ~~ i = “Mt =a m A a
a a Yon w=
= = ‘8 * “2 > 56. \ |
ROLL OVER THIS AREA. 6
7 / ENSURE HIGH PONT RL TAPER STOPPING BBY
) 2.700 IS ACHIEVED. BACK TO CROSSOVER
‘Ley Pr
ALLOW ENTERING CAR TO GIVE
WAY TO EXITING CAR.
4
GARAGE /
FFL -0.300 - -
sy [ie 0.300 FR
TURN TABLE PROVIDE ELECTRONIC LIGHT
BY OTHERS. |-0.196 LY SIGNAL SYSTEM INDICATING TO
/ ENTERING CAR WHEN CAR IS
, EXITING FROM BASEMENT.
/
ep 765 / 163 /
x
Me 189
— SW/EX
block wal am igh “EX. SMH
S
ITE PLAN — DRIVEWAY LEVELS
J < f Be Py J 78 705
\ se /
Scale 1: 200
LEGEND
INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.
GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS
DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS FOR THICKNESS AND
REINFORCING.
INDICATES EXISTING SEWER LINE
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
0 1 2 3 4 5 «| Checked: Drg No.
run #——7__ym1:100 @ A2_— = RPEQ 5835 28292 - C1
KEY CONSTRUCTION NOTES
GENERAL:
EX. SWPT EXISTING STORMWATER PIT 1. DO NOT SCALE FROM THIS DRAWING.
EX. SMH EXISTING SEWER MANHOLE 2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
FOOTPATHS AND DRIVEWAYS:
1, EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY
FINISHED TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND
3600
AS
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
SLAB DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH
EVERY 2ND MESH WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
INSIDE EDGE OF CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS
REQUIRED PRIOR TO WORK COMMENCING
Revision | Description Date
Issue: FOR APPROVAL
ABN 40 098 481 899
DEBUILD TA,
email:[email protected]
web:www.scg-engineers.com
GAN Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
Title: SITE SILT AND SEDIMENT
CONTROL PLAN
Project 217-219 GYMPIE TCE
NOOSAVILLE
Date: Jan 2019 Drawn: CK Design: TH
p
S Richardson
Rev.
Page 3
DRAWING SIZE — A2 TURN TABLE BY OTHERS. SITE PLAN - B99 ACCESS TO TURNTABLE/REVERSE FROM END BAY Scale 1: 400 SITE PLAN — B99 REVERSE ON TO TURN TABLE Scale 1 : 400 Overall Len’ Overall Widtl Overall Bod Min Body Track Width \ r / N c / Sy a , “Ska, SITE PLAN — B99 ACCESS IN FORWARD MOVEMENT Scale 1: 400 SITE PLAN — B99 EXIT IN FORWARD MOVEMENT Scale 1 : 400 B99 Vehicle (Realistic min radius) (20 Lock—to—lock time. . Curb to Curb Turning Radius iO 4 5.200m . 1.940m Height 1.878m round Clearance 0.272m 1.840m 4.00s 6.250m Revision | Description Date Issue: FOR APPROVAL email:[email protected] web:www.scg-engineers.com ABN 40 098 481 299 ~z Unit 1/11 Project Ave, Noosa Heads Ph (07) 5455 5604 DEBUILD TA, Title: VEHICLE MANEUVERING PLANS & DETAILS Project 217-219 GYMPIE TCE NOOSAVILLE Date: Jan 2019 Drawn: CK Design: TH fp Checked: Drg No. Rew. RPEQ 5835 7 S Richardson 28292 VM1 1
Page 4
DRAWING SIZE — A2
LOTS 1 ON RP 66483 & RP 70165
Level Datum AHD PSM 75737 RL 1.433
N
LEGEND
_--7-77 INDICATES PROPOSED SURFACE
48.07 CONTOURS AND LEVELS 10 AHD.
__ 50h 5
418.0 EXISTING SURFACE SPOT LEVELS.
INDICATES FINISHED SURFACE GRADE
RAMP. INDICATES DIRECTION OF RAMP UP OR
—= DOWN AS INDICATED
rau. INDICATES DIRECTION OF FALL
= TO FINISHED SPOON DRAINS.
NZ
X].e
CONCRETE WITH GRATED LID INSTALLED
Ecr1
IN TURFED AREAS.
1 300Sq FIELD INLETS, PRE-CAST
CONCRETE WITH GRATED LID INSTALLED
IN PLANTERS.
150(W) GRATED DRAIN WITH HEAVY
DUTY GRATE.
PROPOSED STORMWATER JUNCTION BOX,
PRE-CAST CONCRETE. AND SEALED LID
PROPOSED FIELD INLETS, PRE—CAST
GD-150
— E ———_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
——_ w————_. INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
T——_—_ 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 ROOF STORMWATER DRAINS
REFER HYDRAULIC CONSULTANT FOR
DETAILS.
DP INDICATES DOWNPIPES FROM ROOF. REFER
HYDRAULIC CONSULTANT FOR DETAILS
Sw
— R-SW
www.dialbeforeyoudig.com.au
——
DIAL1100
BEFORE YOU DIG
2/125x75x4.0 RHS (GALV.)
LAID AT 1 in 100 MIN. INSTALL TO
NEW KERB ADAPTORS AND MAKE GYMPIE TERRACE
FOOTPATH GOOD. TYPICAL. % °% Xs
e a sf te 7 8
—P23[===e63uq303O ws, y 299 ¥9, lap , ~
—. i of? 3. 7
- — rn) 7 Ay 3 a \ a) 3 os 3 af | Tr] * 0G = = + t
+— a= ——- “ae = 7. aT,
ty 2 7 veg — i= ie a= =K— = i =H: aa oa read
Je y 289 75> 78 1 ae ee
LS
FORMED FLOW PATHS TO DIVERT
RUNOFF TO PITS. 1 in 100 MIN
FALL. TYPICAL.
5, O
AUSDRAIN ENVIROMODULE
2 INFILTRATION CELLS.
Vo f oe
\ | RESIDENTIAL
\ 7 DEVELOPMENT
/ FFL LEVEL 1 2.70
tap 1 fe) ( / ) ta
/ ~ EX. SMH biock wall 2.8m high
SITE PLAN — STORMWATER MANAGMENT
Scale 1: 200
FALL LANDSCAPED AREAS TO
FORMED FLOW PATHS TO DIVERT
RUNOFF TO PITS. 1 in 100 MIN
FALL. TYPICAL.
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE
DRIVEWAY
REFER Drg.
AUSDRAIN ENVIROMODULE
2 INFILTRATION CELLS.
RAINFALL
ROOF RUNOFF
DRIVEWAY
AI N PiTs
a 150
TO GROUNDWATER if jl LP
RUNOFF TO COUNCIL
INFRASTRUCTURE
WATER CYCLE DIAGRAMATIC
INFILTRATION PITS
TREAT FIRST FLUSH RUNOFF FROM ROOF’S
—STORAGE AND ONGOING INFILTRATION
REDUCES DEVELOPED SITE RUNOFF
5 «| Checked: Drg No Rev,
run #——7__ym1:100 @ A2_— = RPEQ 5835 28292-SW1.1
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE ENGINEER
IMMEDIATELY,
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL
NEW WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH
LINE DIAGRAM.
HYDRAULICS
1. HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION WITHIN THE
ALLOTMENT BOUNDARY TO BE IN ACCORDANCE WITH AS3500.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF AUTHORITIES
HAVING JURISDICTION, AFTER OBTAINING ALL NECESSARY PERMITS AND
APPROVALS.
4, THE CONTRACTOR IS TO CONFIRM THE POSITION OF ALL EXISTING
SERVICES AS INDICATED ON THESE AND ASSOCIATED PLANS DO NOT
CLASH WITH THE PROPOSED PIPE WORKS PRIOR TO THE COMMENCING OF
WORK.
5. ALL TRENCH EXCAVATIONS AND CONSTRUCTION TO BE IN ACCORD
WITH WORKPLACE HEALTH & SAFETY 1989 AND ANY AMENDMENTS AND
THE MINE REGULATION ACT.
6. STORMWATER DRAINAGE PIPES SHALL BE LAID AT A MINIMUM GRADE
OF 1 IN 100 U.N.O. JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE
WITH THE MANUFACTURERS REQUIREMENTS. (REFER NOTE 10.)
7. ALL PRECAST CONCRETE PIPES AND TO MANUFACTURED IN ACCORD
WITH AS. 4058.
8. STORMWATER PIPES SHALL BE THE FOLLOWING CLASSES:
8.1. REINFORCED CONCRETE PIPES (RCP) = CLASS 2.
8.2. uPVC 1006 OR GREATER = CLASS 'SN8’.
8.3. 'STORMPRO’ PIPES = CLASS 'SN8’.
9. ALL RCP PIPES TO HAVE THE FOLLOWING JOINTS U.N.O:
9.1. RCP 600% OR LESS = RUBBER RING JOINT.
9.2. RCP 600% OR GREATER = FLUSH JOINT.
10. ROOF STORMWATER TO DESIGN BY HYDRAULIC CONSULTANTS TO
CLASS ’SH’ U.N.O.
11, INSTALL SW MANHOLE AND FILED GULLY/INLETS IN ACCORDANCE
WITH AS1657 AND AS DESCRIBED BELOW:
11.1. MANHOLE/FIELD INLETS >1.35m DEEP = STEP IRONS.
11.2, MANHOLES 0.85m-3.0m DEEP = STEP IRONS.
11.3. MANHOLES >3.0m DEEP = FIXED ACCESS LADDER.
12. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A MINIMUM GRADE
OF 1 IN 60.
13. WATER SUPPLY PIPEWORK BELOW GROUND IS 10 BE:
13.1. 63mm DIAM. OR LESS —- HIGH DENSITY TYPE 50
CLASS 12 POLYETHYLENE
14. ALL ABOVE GROUND AND INTERNAL WATER SUPPLY PIPEWORK TO BE
TYPE B COPPER.
15. WATER SERVICES ARE NOT PERMITTED IN GROUND SLABS AND ALL
JOINS AND CONNECTIONS SHALL BE MADE ABOVE THE SLAB.
16. FIRE HYDRANTS ARE TO BE INSTALLED ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2419.1. HOSE REELS ARE TO BE INSTALLED IN
ACCORDANCE WITH AS2441.
CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING CAPS SITUATED IN
VEHICULAR OR PEDESTRIAN PAVEMENTS ARE TO BE FITTED WITH EITHER
BRASS OR CAST-IRON COVERS.
17. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE IN APPROVED
CONCRETE PATH BOXES.
18. ALL WASTE PIPES AND WATER SERVICES PENETRATING SLABS TO BE
WRAPPED IN AN APPROVED FLEXIBLE JOINT JOINT WRAPPING.
19. THE TERM ‘SERVICE’ REFERS TO THE MINIMUM INTERNAL PIPE
DIAMETER UNLESS NOTED OTHERWISE.
Revision | Description Date
ISS FOR MCU’ APPROVAL
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
“y SCG Unit 1/11 Project Ave,
DEBUILD TA,
Noosa Heads
Title: CIVIL WORKS:
STORMWATER MANAGEMENT
Project 217-219 GYMPIE TCE
NOOSAVILLE
Date: Mar 2019 Drawn: CK
fp
Design: TH
S Richardson