Original source · versioned page text
SCG 31240 - CD-Issue 4 19.08.2022
30
34
32
36
39.22 39.23 94°20'40"
32.776
.3 9
2 9 9.4
3
2
1
6
TERRACE
.8
.4
31
29
WM
184°20'40"
16.093
75 ²
1
.3
506m
31
H
355°18'
3
16.297
.9
28
SEAVIEW
SWP
28 289.06
6 90
.
2
40"
5
.2
.8
29
SW
81
RP81810
36
0
.6 2
.5
28 8.8
8
29
S
2
30.217
274°20'40"
34
0
.1
29
32
S
76
RP81810
30
0
.6
28
28 8.49
5
.3
2
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
HEIGHT DATUM
LOT 75 ON RP 81810
Level Datum AHD
Level Origin PM 44264,
ee
RL 24.290m
Survey information provided by Max N
Watterson & Associates |
KEY CONSTRUCTION NOTES
EX. SWPT EXISTING STORMWATER PIT GENERAL:
RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLER
KERB EXISTING KERBING
P.P EXISTING POWER POLE
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 10 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 AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB
DEPTH.
O 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
5 e “ ~~ EDGE OF CURVE
438: . 10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED
\ N PRIOR TO WORK COMMENCING
\ ee L S
\ oO r oO oY / | | | MINOR RESHAPING TO EX. GROUND
\ POOL we LEVELS IN ROAD RESERVE FOR NEW
\ . ( ) DRIVEWAY. ENSURE MIN. COVER TO
\ a O w.M — SERVICES ARE MAINTAINED AND
\ i 7 9 oy St < RE-TURF. MAX. PERMANENT CUT
\ / QS 33 BATTERS 1:3 V:H TYPICAL.
ee wand
\ |
\ 5 x © ~~ DRIVEWAY CROSSOVER GENERALLY IN
\ J 31.100 - ACCORDANCE WITH IPWEA STD DRG RS-049 &
\ J R+050 AND COUNCIL REQUIREMENTS. LEVELS Z
\ J LU AS NOTED, REFER DRG OW4.2 FOR DETAILS. \
\ / {| ol Li C N
\ x CO
\ 31.170 n>
| >
\ 2 ms EXISTING STORMWATER PIT AND
\ 506m 3 A ob. S\ MANHOLE TO BE DECOMMISSIONED,
\— S x cS IN ACCORDANCE. WITH AN )
ON@ UPPER FLOOR Li\ — OPERATIONAL WORKS PERMIT LZ
oi (on 5 | we © REFER DRG 31250-SW1.2 FOR .
| 5 P| & 8
2S FFL 36.500 — 3S ® 5 DETALS.
5 g \ ae elle
2! — =z P : D.C . £
*\ BASEMENT = } S g |
\ S / <
31 \ FFL 37.175 ws 900] \
Le = <
RP81810 | do V V. — )
\ 4 SEEK COUNCIL APPROVAL FOR »
\ NON—COMPLYING DRIVEWAY.
\ | DIMENSIONS AND LEVELS AS NOTED
LEGEND ON SECTION. J
_ 30.217 O “
+180 EXISTING SURFACE SPOT LEVELS. 574°50'40" BUILDER TO POT HOLE LOCATE AND
NDIGATES DRECTON OF RAMP UP o@ 20'40 CONFIRM EXISTING SERVICES LOCATIONS /
RAMPS DOW AS INDICATED EYISTING UNITYWATER SEWER TO BE & LEVELS BEFORE ANY EARTHWORKS
LOWERED TO MAINTAIN COVER TO ARE CARRIED OUT. REPORT ANY
Y DRIVEWAY IN ACCORDANCE WITH A DISCREPANCIES TO THIS FIRM.
____ (Tl) DENOTES WET TOOLED JOINT 70 / UNITYWATER APPROVAL DESIGN &
DRIVEWAY SLAB, REFER 10 DETAILS ON DETAIL BY 360 CIML CIVIL
DRG. OW4.2 76 CONSULTING. RELOCATE EXISTING STORMWATER /
| | PIT CLEAR OF PROPOSED JS
FAU. INDICATES DIRECTION OF FALL RP81810 INCREASE DRIVEWAY THICKNESS 10 DRIVEWAY, TO FUTURE DESIGN & .
hoy TO FINISHED SPOON DRAINS. 200mm FOR 2m CENTERED OVER OPERATIONAL WORKS APPLICATION.
SEWER, SL82 MESH T & B. REFER REFER DRG. 31240-SWI.1 FOR
DETAIL ON DRG 31240-0W4.2. DETAILS, ,
x [29.740] INDICATES PROPOSED FINISHED é
SURFACE LEVELS / \
(SW) FIELD INLETS OR JUNCTION BOX PRE-CAST
DX] EE) CONCRETE cAST-INTO PAVEMENT. REFER SWI.1
FOR FURTHER DETAILS. )
JS 9 4
GD-xxx * / bo
GRATED DRAIN CAST-INTO PAVEMENT. 4 a /
(OCTET REFER SW.1 FOR FURTHER DETAILS mv / A . /
\ L
Cy DRIVEWAY SLAB/PAVEMENT. REFER TO :
NOTES AND DETAILS ON DRG. 31240
OW4.2 FOR THICKNESS AND REINFORCING.
DRIVEWAY SLAB/PAVEMENT THICKENING SITE PLAN — DRIVEWAY & CROSSOVER PLAN © | ADDED S/W DETALS 19.08.22
OVER SHALLOW SERVICES, REFER DETAIL Scale 1: 100 REV. A B REVISED BUILDING DESIGN 01.03.22
ON DRG. 31240 OW4.2 A RELOCATE STORMWATER & SEWER 09.12.21
INFRASTRUCTURE
CONTRACTOR TO REPAIR ADJACENT THE CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE ANY Revision | Description Date
———_ — ——_ INDICATES OVERHEAD ELECTRICITY CONSTRUCTION SITE KERB, FOOTPATH OR DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS, SUS:
SUPPLY LINE ROAD RESERVE IF ANY DAMAGE IS SUSTAINED RESERVE ADJACENT THE CONSTRUCTION SITE KERB & CHANNELS TO COUNCIL STANDARDS ssue:
DURING CONSTRUCTION. GRASSED AREAS ARE FOR APPROVAL
INDICATES EXISTING SEWER UNE TOBE RE TO SOE AD TR MAXIMUM CROSS-FALL OF 1 in 40 ON ALL NEW KERB & CHANNEL TO BE IN ACCORDANCE
| In
——__ w—__INDICATES WATER MAIN APPROX FOOT-PATHS AND INTERNAL PEDESTRIAN WITH IPWEA STANDARD Drg. SEQ-RS-080 & 00 or Sere TRON Te oR °
NOCATION PRIOR TG Wore EXACT PRIOR TO WORKS, UNDERTAKE DILAPIDATIO PATHS AND RAMPS COUNCIL STANDARD DETAILS drawings are copyright and are not to be used or reproduced without
, the written permission of SCG Consulting Engineers.
REPORTS OF ALL NEIGHBOURING , “
— SWw/Ex INDICATES STORMWATER DRAIN EXISTING DWELLINGS /STRUCTURES RS Unit 1/11 Project Ave,
AS NOTED CONTRACTOR TO LOCATE ALL SERVICES PRIOR 10 ) SOG Noosa Heads
COMMENCING WORKS ON SITE. ALL SERVICES ARE _ Ph (07) 5455 5604
———T——_ INDICATES TELSTRA LINE APPROX TO BE PROTECTED IN ACCORDANCE WITH THE 2k emalatin@sog-eginees com
ALIGNMENT, BUILDER TO CONFIRM EXACT AUTHORITY RESPONSIBLE FOR THE SERVICE 3 pena
LOCATION PRIOR TO WORKS 3
Title:
www.dialbeforeyoudig.com.au L
Project
. DIAL1100 59 SEAVIEW TCE,
hay SUNSHINE BEACH
' BEFORE YOU DIG Date: Drawn Design
~ Sept 2021 TH TH
0 1 2 3 4 5 Checked: Drg No. Rev
nununs——L_—7___m1:100 @ Als! ppeg 5835
1:200 @ AS : S Richardson 31 240-OW4.1 C
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (SCG 31240 - CD-Issue 4 19.08.2022.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.