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engineering plans
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DRAWING SIZE — A2
GRANT STREET
1
GRANT STREET Vy
4.5m
Overall Length
Overall Widt :
Overall Body Height
Min Body Ground Clearance
Track Width .
Lock—to—lock time :
Curb to Curb Turning Radius
B99 Vehicle (Realistic min radius) (2004),
Revision | Description
Date
Issue: FOR APPROVAL
Ne
DEBUILD TA
GRANT STREET
PART SITE PLANS — VEHICLE MOVEMENT PLAN
Scale 1: 100
GRANT STREET
——_ Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 S6¢
admin@ p
vd brs
Noosa
itl
D
Nn
oject 27 Grant Street
Date: Dec 2020
Drawn: LR Design: TM
«| Checked:
Annnnt—t_F——}_fm1:100 @ A2 + RpeQ 5835
S Richardson
Drg No. Rev.
30378 -VM.1
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Page 2
DRAWING SIZE — A2
www.dialbeforeyoudig.com.au
al
DIAL1100
BEFORE YOU DIG
a
—_—_— |
-- in
PROVIDE 150 DIAM BRANCH OFF Rp BOUNDARY - —— == sw —
EXISTING SW INTER-ALLOTMENT a —— Me |
DRAINAGE PIPE, -- s an
g _ 00 VE gw 5 | 2
a — sw oy —— g
RR
—--4 }
| 2 _——
g B chu
x< — |
8
PROVIDE LEAF GUTTER GUARDS |
TO ALL ROOF DRAINING THOUGH
g INFILTRATION PITS
R FALL. y
I DRIVEWAY. |
\
> wo |
S 3
Z' LANDSCAPE. 52 NG _——
= o
ce ? 2 t-
“4 a® a LJ
2 = LJ
b—
2 | i ke —
=a iB
? 5 Y
| = E
g ! P= [—
a t DP r Z
| R-SW R-SW R-SW R-SW R-SW LANDSCAPE. | <
__ -_ Nae ear _ sw _ noe 1008 uPVC EMF _ a a __ ~ _. _ — xX
g RP BOUNDARY O
3 DRIVEWAY GRATE DRAINS TO
BYPASS INFILTRATION PITS
SITE PLAN — STORMWATER MANAGEMENT
LEGEND Scale 1: 100
ral. INDICATES DIRECTION OF FALL Rnnany—1_—1_?m1:100 @ A2
= TO FINISHED SURFACES MIN 1 in 100
GRADE.
450Sq GRATED FIELD INLETS, PRE-CAST PROVIDE INSPECTION OPENINGS
EE]CP! CONCRETE. HEAVY DUTY GRATE. WHERE I INFILTRATION CELLS & IN INE (1.0.5) FOR FLUSH OUT
WRAPPED IN GEOFABRIC
GD-xxx xxx(W) GRATED DRAIN WITH HEAVY DUTY
(Oro ~SO(CGRATE. 1.0.5 1.0.S
DP © INDICATES DOWNPIPES FROM ROOF. REFER STORMWATER le —— — — — — — ~ — — — = lL, STORMWATER
HYDRAULIC CONSULTANT FOR DETAILS INFLOW FROM ~SZEX = SZIN = -74dR--fRe- OUTFLOW
— SWw/ex INDICATES STORMWATER DRAIN EXISTING ROOF ONLY | |
AS NOTED [IZ N|
INDICATES ROOF STORMWATER DRAINAGE TTT TS TY TE TE
— Rw LINE TO HYDRAULIC DESIGNERS DETAILS. ALL PIPE PENETRATIONS THROUGH THE \ PROVIDE SLOTTED © THESE PITS CAN ONLY BE USED
MIN 90 DIAM uPVC GEOFABRIC TO BE FITTED WITH STAINLESS STEEL PIPE THROUGH FOR ROOF RUNOFF, ALL
PIPE CLAMPS, GEOFABRIC TO BE LAPPED AT MATRIX CELLS DOWNPIPES TO BE FITTED WITH
SWaIP__ No.) AUSORAIN ENVIROMODULE 2 JONS WITH A ROOT ITOR PROWDED ALONG LEAF AND DEBRIS GUARDS
DETAIL
ATLANTIS DRAINAGE CELL SOAKER PIT DETAIL
sw INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
KE
EX. SWPT
EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
Revision | Description Date
Issue: FOR APPROVAL
DEBUILD TA
ir
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455
Project 27 Grant Street
Noosa
Date: Dec 2020 Drawn: LR Design: TM
y Checked: f Drg No. Rev,
| BP A 30378 - SW1.1| .