legend - city of vincent...legend ¬es g . 4521 1200 1' w• ifp 10.0001 denotes finished...
TRANSCRIPT
F E A T U R E S Y M B O L
_______-_______ SEWER JUNCTION DETAILS LEGEND R.O.W
POWER _ _ _ HOUSE CONNECTION (HC1) IL: 21.28
(5.03m wide bitumen) FH-H UP DISTANCE: 0 CABLE DOME E POWER POLE 0 PP 2 DEPTH TO CONNECTION: 2.63
CABLE: BOX CB CONSUMER eCP POLE
POWER .
E X P O S E D - - -
- - C lower cable RL: 34.83 HOUSE CONNECTION (HC2)IL: 21.21 MARKER " c ' CABLES EC high voltage Poweiline
- —speed hump
LIGHT POLE * LP EARTH ® ER (3 vertically collinear cables
I UP DISTANCE: 0.9 ROD DEPTH TO CONNECTION: 1.95
WATER 12.27 I ______________________ WATER M FIRE - i m - - -
-
I 111i high brick wall METER /TAP 1-0-1 HYDRANT metal fence HC2 I
4' 0 TAP STOP VALVE I
SV brick&metal FLUSHING FP RETIC VALVE J RV toilet POINT
S POSSIBLE ENCROACHMENT £ T h WATER / \ . a ( FROM PARAPET WALL, )'
BORE J J MARKER " . REPEG RECOMMENDED ,J
SEWERAGE ki
SEWER MIH F SEWER MIH 2. I (SQUARE LID) K (ROUND LID) '..' : © INSPECTION ® IS INSPECTION 010 SHAFT OPENING HOUSE 0 HC garage
CONNECTION mg
TELSTRA \- - - - -
TELSTRA TELSTRA FUTURE H PIT MANHOLE EASEMENT LINE
0 C
TELSTRA ID
MARKER 0 0 W
DRAINAGE . - . — 1 . 9 m high timber fence
DRAIN MIH Z DRAIN MIH (SQUARE LID) (ROUND LID)
— SIDE r i DRAINAGE ENTRY PIT GRATE
COMBINED DRAINAGE ODP . 2 brick planter box
ENTRY PIT PIPE LD
GAS ID
GAS METER RE GAS VALVE o i 9
GAS GM GV
MARKER 4 > f S
SURVEY MARKS PEG FOUND PF ® PEG GONE PG
DRILL HOLE DR ® BENCH MARK - NAIL& PLATE N P L I iOOU5
PEN MARK PM® NAIL NAILS
MISCELLANEOUS INFO.
STREET SIGN ® SPOT H E I G H T E 15
L O H E H T 5 m K
O V E R H E A D 1 1 S E W E R : W 1
W "'
Or ("1
SERVICE DETAILS N... bnck&metal LLI N.. 463 2
C ) residence # 108 M 2 LEGEND & NOTES
W A T E R : L 1 approx FFL: 24.76
OVERHEAD POWER: L • I 10.0001 DENOTES FINISHED PAVING LEVELS. cM
U/G POWER: NS . = DENOTES 90mm STUD WALL LINED AS NOTED
TELSTRA: L Z . . ON PLANS GAS: L 1. brick & tile . — DENOTES BRICKWORK residence 110 SEWER: L 0 2 approx FFL: 24.08 • H:•:Hi DENOTES RETAINING WALLS. CONFIRM EXTENT
SERVICE NOTES ON SITE. CONSTRUCTION IN ACCORDANCE WITH L: LOCATED NS: Nt<SERVICE
-
ENGINEERS DRAWINGS. A: AVAILABLE BUT NOT LOCATED 1
TBC: LOCATION T O BE CONFIRMED
E z W W C/)
W W z —J
W GM
0 -J LLJ
Lsteps
= H
7 — l o w c k
garden wall
ZOZO Owwa- Ez
C 08.08.17 minor design amendments Z 0 H 1.9m high limestone wall B 01.08.17 revised designs issued for client comments
LU L.] A 23.06.17 preliminary designs issued for client comments
O a. 2m high brick wall 12.27 ISSUE REV. DATE DESCRIPTION
Z LU concrete path H F IL
F- carlbone J ø : 5 tree overhead poweriines o e
2
0408807772 1-- < 0 LL concrete barrier kerb nail in kn-,
L22 161415460
car parking bays L j ~
-
011A
PRO WEST barrier kerb
S U R V E Y I N G VINCENT STREET Client WELINK PTY LTD Licensed and Engineering Surveying Consultants (bitumen)
Address T (08) 9443 8217 E: [email protected] Existing Site Plan LOT 2 (No. 110) VINCENT STREET,
9443 8844 Web: www.prowestsurveying.com.au NORTH PERTH P0 Box 1463 Osborne Park DC 6916 DWG# 2246001 SCALE 1:100
This drawing and design is subject to copyright and cannot be reproduced without prior written consent Copyright. ©
Feature & Contour Survey of: Lots 1-2, No. 110 Vincent Street, North Perth REVISION: A 1
Drawing Title: SHEET: I OF I
CLIENT: WELINK PTY LTD PLAN: D 3 1 1 0 LOT AREA: 463m2 EACH SURVEY DATE: 24/05/17 traffic island
Design Stage BUILDER: C/T Vol: 2112 Fol: 359 MAP REFERENCE:
Scale: AS SHOWN Plot Date:
BUILDER JOB At HEIGHT DATUM: AHD COASTAL ZONE: >1KM 1 Status: Design Stage Drawn By: M.Carbone
AUTHORITY: CITY OF VINCENT HEIGHT CORRECTION TO AHD: NO SEWER INFORMATION: YES Project No, Drawing No. Rev No.
21710 AOl
R.O.W
( 5 . 0 3 m w i d e b i t u m e n ) EEEEI
-
- -
_TT—
— — -
h i g h v o l t a g e p o w e r l i n e ( l o w e r c a b l e R L : 34.83
s p e e d hump ( 3 v e r t i c a l l y c o l l i n e a r c a b l e s ) —
12.27 0.5M CEDING
, , . LJ _ 2 . 2 m h i g h b r i c k wall
1 OM SETBACK
L i
gate 'JOreInieg
wall I FP 23 9421 buck pier tow at 24.300 Cq
-
spoon drain I I
1 ' b o w a t 2 3 . 9 4 1 2
..'ENT B L E ENENT
CRCHM)
FROM PARAPET WALL, I l - - - - - - _ : : : : : : : : : i _ i 1 2 3 942 l F P r o 2 8 I -REPEG
Porch
I garage
F U T U R E 4—retaining wi l l I ["
E A S E M E N T L I N E t o w a t 2 3 . 8 6 I Guest Suite
- Double Garage- -
4.0e3.6
5 .8x5 .8 Entry I f f i 4 c
_ I (23 .856) ifi 6c_____ 1021
I — 1 . 9 m i g h t i m b e r fence
I d Wir1 I shr
I
L____ • •
UNIT B Bath a Store
u p 4
to bml
920 ret Wo ply — Lnd
mw ea I cubdsl I I
Living bulkhead ___i_ 4 . 1 5 x 3 . ' over
Cn • F-7Kitih dryingER ) $ V ! su 6,v\ court
1721
ircubids bi-fold doors
Dining C> C> f- retaining wall Alfresco
Courtyard
1.8m high hi-ide
463 all • colortiond fence 1retaining wail 1021
b r i c k & metal tow at 23.942
r LEGEND &NOTES
g . 4521 1200
1' w • IFP 10.0001 DENOTES FINISHED PAVING LEVELS.
DENOTES 9Omm STUD WALL LINED ASNOTED
• r - i Guest Suite! ON PLANS
Court a d I-' Th- . - DENOTES BRICKWORK - y i 0/0 1FP23.4281
AlfrescoKitch mw drying • I1 . DENOTES RETAINING WALLS. CONFIRM EXTENT
<._ retaining wall I 1FP23.4281 I . - - .
c o u r t ON SITE. CONSTRUCTION IN ACCORDANCE WITH low at 23.428 I Ii ENGINEERS DRAWINGS.
I Iv IkVl bulkhead rat stir 5 £ . 1 over -i ffl00c h w
r - . k . . . J . . (23.514)
o/hea3.4
cub 641~
Living Dining linen-him I
I feature up arch over
plinth Store
- - - E
Entry CD V e r a n d a h % 1Fp234281
— - - - - 1 de
L - - - - - - - - - - - - - - - - - - - - i UNITA
- r e t a i n i n g
wall tow at 23.342 I FP 23.3421 j I
(SlOPS down Double Garage H
6191 .
(23.342) I
...
sliding gate
_J U n Q
\ - 350 sq C 08 08 17 minor design amendments
- eable i n t i l l -
1 . 9 h i g h l i m e s t o n e w a l l B 01.08.17 revised designs issued f o r cl ient comments
A 23.06.17 preliminary designs issued f o r cl ient comments
12.27 ISSUE REV. DATE DESCRIPTION
E ] c o n c r e t e path
overhead powerlines - c - - T - - - - carbone L ( i tr ie crossovef to tree
5, Ht: 5 council requirements \ - - ø 0 . 1 , Ht: 2 morcello carbone
0408 807 777
If c o n c r e t e 36 owoihend rood b a r r i e r k e r b nail in keh f ( lorrro wo,io,n oo,iroho 60C
22.93 6 4 3 5460 8?48I7
c a r p a r k i n g bays
Client VINCENT STREET WELINK PTY LTD (bitumen)
Address LOT 2 (No. 110) VINCENT STREET, NORTH PERTH Ground Floor 8 Site Plan
This drawing arid design i s s u b j e c t t o c o p y r i g h t c o p y r i g h t . ©
and cannot be r e p r o d u c e d w i t h o u t p r io r w r i t t en consent
Drawing Title:
SCALE 1100
traffic island
Design Stage Scale: AS SHOWN Plot Date:
Status: Design Stage Drawn By: M.Carbone
Project No. Drawing No. Rev No.
21710 A02
C,)
C)
8088
15
45
4210
33
70
1200
CD
} I E
l El
]p
CA
C
D
X
OK
4 C
A
CD
CD
cn
CC
920G
O
.
min
co 0
C
D
CD
P-1
0 C
D
-AV
CL
C
D
_
1L.._
_ hi-
lite
hi-lite
-
- -
4004
42
60
1820
57
20
CD
0 LM
I M
T
CD
C
L
El E
l x C
D
NJ
CO
O
6 C
D
CL
L:
ro:b
:e
CD
CD
CD
_ I
I C
D
CD
CD
robe
linen
-
-
cn
CD
P
CL
CD
P
oo
r-j
hi-life
hi
-life
01
C)
C)
3503
3350
L
1386
0 L
1200
L
4004
L
3000
L
8800
L
3505
z I
o>
I
r)
o
m>
U
n
C
1 O
>L
n o
Z I
-
1 I
C)
J90
M
>
> -1
m
>
0 I-
2)
0 D
r
n-
,1
m
0
rn
>5
0
0 -
n
(ii
5 0
NJ
00
W
J N
J ni
01
LO
0
LO
Lii
00
-J
00
NJ
ib
i-j
i 0)
1
L -
-
0 0
0 5
0 o
LI
_
2)
C)
z -
n
- z
- z
—1
> m
0
Ln
) —
1 >
(/)G
) -
)>
C
JG
)G
) C
Z
o>
-n
-
o>
-n
-
r iii
> ,
0 2
02)Z
I—
I—
-<
-T
i <
c,
,
l 0
o>
0o
>o
j
0 >
fl
0
10
(,
01
O0
0
01
m
J>
5 D
m
m
m
z 0
m
>5
I 0
0 >
0 0
-n
(I)
0 0
(A)
NJ
ui
-Ph
©
NJm
0
0
W
0 O
0
0
00
O
N
J 00
0
0
NJ
NJ
Lii
WN
JN
J-
CC
o
wb
L
nb
00
w
L
2_
S
2 I
W 2
• .
• •
I L
i m
I
0 G
D
'I
H
m
P CD
H
C
, 16
A
90
HU
U
U
Y7P
S7
cn
m
cn
mm
C If
DI —
. -
II
I
__
__
__
I
CD
I _
_ N
-_
C
D
Mot
cn
LJLJ
LJLJ
m
m
I
innr
nn
mm
—
CD
E
LL
JLiL
J LJ
ICD
vc
LL
flEl
CD
= HHH
HH -
M:E:B
Boc
flInm
'Y -
2914
29
14
2657
29
14
2572
I I
cn
NMI
8
I
CD
CD
W
HH
HE
ao ___
HH
HH
HH
HE
MO
RK
=
__
__
m
m I
I I
I—
mm
-
- H
L
CD
CD
M
mm
n
mn
n
mm
-
CDCID
mong <.
ILI
HHHE
i RHH
H IHH
HE
rn
) -1
LII
I1
- _
__
__
__
I
I I
__
__
__
-
__
__
__
_
1/
1-
I C
D
somim -. s
~m g
44
0
J!
LEDE11D
/
HHHH
HH
HB)
/1w
I HHH
B) N
MD
FF
L CD
ED
CID
CD
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I
Zr—
> -
CD' D
.
ri
F]
:cn
:: !D
. -<
(
)
D
U) CL
w(
Q
o CD
H
- r
CD
M
M
rn
) c
Q
Q
E1 0
1 -
—4
4 4
—4
CID
M
' 0
o. m
in
22
C~n
DO
BM
M
> 8
-C
ID
- ,
- -
- iJ
fN
CD
:3
CID
W
° -
- to
ou
CID
- i
n
0 8
C
0 a
• C
t) 8
o CID
IM
Oi
= ( C
C
D
m
r—
=
C
m
=
—
cn
CD
- 8
P C
D
©
2914
25
72
2914
29
14
2657
e ro
0 1
C))
C
CD
C
r r
!á
I
11 _
__
_
I I
I I
mu
i
i i
rr
CD
L' I
I C
D
l I
pop
II )
II I
= I
=
2914
25
72
2914
29
14
- 26
57
Z >
• •
, •
fl i
H
CD 1H:
P
-- U
'90
Q
C)
0
o C
)
- a
- -
CD
to
C
L .
< -,
CD
ul
z f
ri
to
M
z
# C)
—
5
CD
0
Ill
2 (-
8
rn -
- —'
Ez
co :3
-, 0
. 0
—i
a —
o
Cl)
1- cn•
n
I C
/) U