Engineering Plans

 

 

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
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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