Engineering Plans

Page 2

 

 

DRAWING SIZE — Al

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

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a7 IVEWAY . (| \ ® 4 Be Sa
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PROPOSED BLOCKRETAINING
WALLS TO PERIMETER OF
RAMPING DRIVEWAY

DASHED LINE INDICATES
APPROXIMATE PERIMETER OF
GARAGE/DRIVEWAY
EXCAVATION WITH 1:1 (V:H
EXCAVATION BATTERS, REFER
SECTION FOR DETAIL

ITE PLAN — GARAGE EXCAV,

Scale 1: 200

PROPOSED LOCATION FOR
STOCKPILED EXCAVATED
SOILS, REFER SILT &
SEDIMENT EROSION PLAN FOR
RUNOFF PROTECTION

 

LEGEND

EXCAVATION-FILL_ VOLUMES

 

__--77 INDICATES EXISTING SURFACE CONTOURS
\g0° AND LEVELS TO AHD.

\

SL-25

INDICATES LOCATION OF SECTION LINES
AND LABEL

 

GARAGE/DRIVEWAY EXCAVATE -  3100m° CUT
GARAGE BACKFILL — 900m? FILL

GROUND LEVEL FLOOR FILL - 650m? FILL
LANDSCAPE FILL — 500m> FILL

BALANCE —

1050m3 EXPORT

 

 

 

PART SITE PLAN — GARAGE EXCAVATION PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

Scale 1: 500
EXISTING SURFACE
(DASHED) ——\
12.500-4+
RL-10.500
a PROPOSED GROUND FLOOR
aE (PE SSS
PROPOSED
750+ eee GARAGE. EXCAVATIONS
ia RL-5.600
5,000-4-
2.500+-
0.00——
CUT DEPTH 74 4 737 6 78
FILL DEPTH 7 45 Ere

 

 

 

 

 

 

 

 

 

SECTION-X

MAX 1:1 (V:H) EXCAVATION
FACES TYP. AS PER GEOTECH
REPORT ARCOS No. 220329

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.

FILLING NOTES

-THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.

—THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98% THE COMPACTION IS TO BE SUFFICIENT TO
ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm WITH AN
APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF
1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.

—UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
OF 100kPa SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO WORKS PROCEEDING.

—THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND
TO A CLAYEY SAND IN ACCORDANCE WITH AS1726) BE FREE
OF ANY ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF
LESS THAN 12% (PLASTICITY INDEX LESS THAN 25%, LINEAR
SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS
REMOVAL TO ENSURE ITS COMPATIBILITY.

-THE FILL IS TO BE PLACED AND COMPACTED IN
ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT TO
ACHIEVE A LEVEL 1 CERTIFICATION WITH A MINIMUM RELATIVE
FIELD DENSITY OF 98%. COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.

-FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.

—AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 10}
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
-ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%.

—SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
ISTALLED PRIOR TO CONSTRUCTION COMMENCING.

 

 

Revision | Description Date

FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associcted

drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

C) sce

 

 

 

 

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

web:www.scg-engineers.com
ABN 40 088 403 808

CONSUL

ENC

 

 

DEBUILD T/A

 

Title:

SITE SILT AND SEDIMENT
CONTROL

36 Riverpark Dr.,
RINGTAIL CREEK

 

 

 

 

 

Date: Aug 2 Drawen Design SR
Checked: Drg No.
Srerdson | P2207 —C2.1] .

 

 

 

 

Page 3

 

 

DRAWING SIZE — Al

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

EXISTING DAM

CONCRETE HEADWALL TO SW PIPE
AND STONE PITCHED DISPERSION
BED AT OUTLET CONSISTING OF
100-200 LOOSE PLACED COBBLES

    
  
  

 

 

  
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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PROVIDE GRASS LINE SWALE - Ne PROVIDE SW PIPE FROM S,
FROM SW OUTLET T0 ac GARAGE TO OUT LET POINT. 1
EXISTING DAM } al Sy IN 100 FALL MIN. \ EN
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PROVIDE SW PIPE FROM mae \ Ky
GARAGE TO OUT LET POINT. 1 ee
IN 100 FALL MIN. eo
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: POOL BACKWASH DRAINED 70 e PROPOSED DRIVEWAY
SOAKAGE. TRENCH we
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SOAKAGE TRENCH FOR POOL ~~ oe
BACKWASH PUMP OUT, REFEE
DETAIL we
a PROPOSED
oe GARAGE
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PART SITE PLAN — GARAGE DRAINAGE PLAN #
Scale 1: 500 Jf
PROVIDE MIN 1 in 150 FALL ALONG ” Vn GP2
|< LENGTH OF SWALE. DRAIN TO APPROVED = AY
3 SIE POINT OF DISCHARGE # BRANCH DRAINAGE FOR &
CONNECTION TO WATER 3s & y
/ STORAGE TANKS OVERFLOW. Q> ia
WATER STORAGE TANKS TO Q»
TYPE A - 2.4m MIN (L = 80) / RECEIVE ROOF RUNOFF FROM o>
/ THE PROPOSED DWELLING Cg D> 5
LEGEND B TYPICAL SECTION OPEN GRASS SWALE QR 3
eve FLARE SIDES 1 OUT : 4 ALONG / C30
J oi OR TO WITHIN EXISTING a Q>
9--°7777 INDICATES EXSTING SURFACE. CONTOURS etna
4807 AND LEVELS TO AHD.
PART SITE PLAN — GARAGE DRAINAGE PLAN
4180 EXISTING SURFACE SPOT LEVELS. Scale 1: 100 -
AUSDRAIN ENVIROMODULE 2 PROVIDE INSPECTION OPENINGS Revision | Description Date
FAL INDICATES DIREC TION (OF. FALL INFILTRATION CELLS, WRAPPED IN issue:
oA TO FINISHED GRATED DRAINS. , (I.0.S) FROM SLOTTED PIPE IN ue:
HEADWALL Plan. MN ee we ek B MIN GEOFABRIC BASE FOR FLUSH OUT FOR APPROVAL
450Sq STORMWATER JUNCTION BOX, ROCK SIZE OF 300mm SET IN WEAK MIX
KXicr2 PRECAST CONCRETE. AND SEALED LID ore CONCRETE BED 10S DO NOT SCALE FROM THIS DRAWING
: ie ne to 300mm MIN THK COMPACTED deci rs cirri cody tl fb eed orbs! eat
GD-xxx W) GRATED DRAIN WITH HEAVY DUTY . = = Imm tre copyright ad are not to be used or
Coon ORATe A POOL BACKWASH Fe a Fl SUHULAR WAERIAL UNDER SLAB. Sc ecan: parte of SCS, Conan Engen,
come \ sry pomerea 500 ay | | ©— MIN 98% FIELD DENSITY THROUGH ~~ Unit uv u Project Ave,
— sue» DOMES AUQWENT OF SHALE 0 Bi a yD MULAN WAS MS IK SFL em ) SOG wee.
; - ais ——> -— ——— -— SLOTTED HORIZONTAL s email:[email protected]
SWALE DETAILS section AnA Se LOOPED PIPES, eee a SOMRAGT. A150 EATERS: PAO 2 Nees ot 3 nebiwn sengrer con
PROVIDE DROPS AT EACH END OF / : —
Sy ales uP THE PIT FROM THE MAIN THROUGH Title:
EMBANKMENTS DRAIN TO THE SLOTTED PIPE IN APPROVED COMPACTED =©-——t GARAGE DRAINAGE
THE BASE BEDDING SAND. SCHEMATIC
ALL PIPE PENETRATIONS THROUGH THE — PROVIDE SLOTTED PIPE Project
. GEOFABRIC TO BE FITTED WITH STAINLESS STEEL THROUGH BOTTOM OF .
Section B-B PIPE CLAMPS, GEOFABRIC TO BE LAPPED AT CELLS PIPE GRID AT BASE Pe rte
JOINS WITH A ROOT INHIBITOR PROVIDED ALONG THESE PITS CAN ONLY BE USED
STONE PITCHING SCOUR PROTECTION DETAIL THE JOIN LINES FOR POOL BACKWASH (_» SW PIPE TRENCH / PIPE BEDDING & BACKFILLING a — oa
AUSDRAIN INFILTRATION SOAKER PIT DETAIL "Aug 22 SR SR
\_/ UNDER N.G.L. TYPICAL SECTION —— f aw
|ress, § | 32207 -C31