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Revision
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ing SizeS
cale (A1 size)
A1
Drg N
o
Printed: 02 June 2009, 9:17 AM File: G:\Synergy\Projects\C0906835 Summers Street TI\Drawings\ 6835-001.dwg
External R
eferences:
LOT 3 SU
MM
ERS STR
EETTH
UR
SDA
Y ISLAN
D
MR
. GIL ELLIO
TTS
CH
ED
ULE O
F PRO
JECT D
RAW
ING
S
6835-0016835-0026835-0036835-0046835-0056835-0066835-0076835-0086835-009
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S AN
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UT TABLES
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INAL S
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CU
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4 3 21
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ALE 1:P
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HASTINGS STREET
DOUGLAS STREET
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JARDINE STREET
CHESTER STREET
NORMANBY STREET
VIC
TOR
IA PRO
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ADE
HAR
GR
AVE STR
EET
BLACKALL STREET
DO
UG
LAS STR
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DOUGLAS STREET
JOH
N STR
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HAR
GR
AVE STR
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MILMAN STREET
SU
MM
ER
S S
TREET
SU
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TREET
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END
SITE BO
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DAR
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SITE W
OR
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TOU
R
No.
Description
Date
Revisions
Revision
Draw
ing SizeS
cale (A1 size)
Draw
ing Title
A1
Client
Project
Draw
ingD
rawn
Designed
Design
Approved
Date
93 Digger S
t North C
airns QLD
4870P
O Box 999N
North C
airns QLD
4870
TelephoneFaxE
Drg N
oC
heck
Check
(07) 4031 9944(07) 4031 9914black.m
ore@blackm
.com
Printed: 02 June 2009, 9:17 AM File: G:\Synergy\Projects\C0906835 Summers Street TI\Drawings\ 6835-002.dwg
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eferences: B&M
-TITLE-A
1_d.dwg ; 6835-X
-DES
IGN
.dwg ; 6835-X-C
ON
T-SUR
V-500-2500.dwg
Internetw
ww
.blackm.com
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oreA
BN 24 845 447 493
This document is and shall rem
ainthe property of B
lack & M
ore.This docum
ent may only be used
for the purposes for which it w
ascom
missioned and in accordance
with the Term
s of Engagem
ent forthe com
mission. U
nauthorised useof this docum
ent in any form
© B
lack & M
ore
whatsoever is prohibited.
RPEQ
MR
. GIL ELLIO
TT
A
SITE PLAN
1:2500
RM
L
KM
KA
N
SC
ALE 1:2500 ( S
IZE)
750
2550
125m100
A1
70
TC3.134
SU
MM
ER
S S
TREET
4
3
2
1
SC
ALE 1:P
LAN250
25.50
25.75 25.65
EX 43.58
EX 22.55
EX 17.00
EX 17.29
EX 17.98
EX 19.91
1.D
ESIG
N SU
RFAC
E LE
VELS
SH
OW
N A
RE
AFTER
ALL EAR
THW
OR
KSA
RE C
OM
PLETED, IN
CLU
DIN
G 75m
m TO
PSO
ILING
.
2.A
LL DES
IGN
SUR
FACES
AR
E TO
BE G
RA
DE
D EV
ENLY
BETWEEN
SH
OW
N LEV
ELS UN
LESS O
THER
WISE SH
OW
N.
3.LO
CATIO
N O
F ALL E
XISTING
SER
VIC
ES TO BE C
ON
FIRM
ED PR
IOR
TOC
ON
STRU
CTIO
N BY
CO
NTR
ACTO
R TH
RO
UG
H LIAISO
N W
ITHR
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T AUTH
OR
ITIES.
4.N
EW R
OA
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OR
KS AN
D K
ERBIN
G TO
JOIN
SM
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THLY TO
EXISTIN
GW
OR
KS. PR
OV
IDE C
UT BA
CK TO
EXIS
TING
SEA
LED
RO
ADS W
HER
EN
ECE
SSAR
Y.
5.TR
IM AN
D D
RILL SE
ED A
LL VER
GE
S. BATTE
RS >0.5m
TO BE
HYD
RO
MU
LCH
ED
AFTER
FINA
L EAR
THW
OR
KS AN
D TO
PSO
ILING
ISC
OM
PLETED.
6.TO
PSO
IL STO
CK
PILE TO BE LO
CATED
AT LO
CA
TION
CO
NFIR
MED
BYS
UP
ERIN
TEN
DEN
T.
7.A
LL WO
RKS TO
BE IN AC
CO
RD
ANC
E WITH
FNQ
RO
C S
PEC
IFICATIO
NS.
8. ALL CU
T AND
FILL BATTE
RS S
TEEP
ER TH
AN
1 IN 2 AN
D G
REATER
THA
N 1.2m
HIG
H TO
BE
CE
RTIFIE
D BY
A G
EOTE
CH
NIC
AL EN
GIN
EER P
RIO
R TO
CO
NS
TRU
CTIO
N.
9. CO
NFIR
M SIZE A
ND
LOC
ATION
OF E
XISTING
CU
LVER
T ON
SITE P
RIO
R TO
CO
MM
ENC
EM
EN
T OF C
ON
STR
UC
TION
..
NO
TES
DIR
ECTIO
N O
F FALL O
N LO
TS
LEG
END
DES
IGN
SUR
FACE C
ON
TOU
R (0.2m
INTER
VAL)
SITE BO
UN
DAR
Y
EXISTIN
G SU
RFAC
E LEVEL
FINIS
HE
D SU
RFAC
E LEVE
L ON
ALLOTM
ENT
BATTE
R TO
E/TOP
(RE
FER
NO
TE 1)
CU
T AR
EAS
FILL AREAS
4.68
EX5.09
EXISTIN
G SU
RFAC
E CO
NTO
UR
(0.5m IN
TERVAL)
EXISTIN
G O
VER
HE
AD E
LEC
TRIC
ITY
EXISTIN
G SE
WE
R M
AIN
EXISTIN
G W
ATE
R M
AIN
LIMIT O
F WO
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S BOU
ND
ARY
EXISTIN
G ED
GE O
F BITUM
EN
SEC
TION
A-S
CALE
1:50
3.00mE
ASEM
ENT
PROPERTYBOUNDARY
EASEMENTBOUNDARY
CL
1 IN 4
1 IN 4
0.34m(MIN.
DEPTH)
EXISTIN
G SU
RFAC
E
EXISTIN
G ALLO
TMEN
TLO
TS 2, 3 & 4P
RO
POSED
GR
ASS LIN
ED
Ø150 SE
WE
R M
AIN
DEPTH VARIES
(RE
FER
TO S
EWER
LON
GS
ECTIO
NS
DR
G 6835-008 FO
R D
ETAILS)
0.80m(S
EW
ERO
FFSET)
No.
Description
Date
Revisions
Revision
Draw
ing SizeS
cale (A1 size)
Draw
ing Title
A1
Client
Project
Draw
ingD
rawn
Designed
Design
Approved
Date
93 Digger S
t North C
airns QLD
4870P
O Box 999N
North C
airns QLD
4870
TelephoneFaxE
Drg N
oC
heck
Check
(07) 4031 9944(07) 4031 9914black.m
ore@blackm
.com
Printed: 02 June 2009, 9:18 AM File: G:\Synergy\Projects\C0906835 Summers Street TI\Drawings\ 6835-003.dwg
External R
eferences: B&M
-TITLE-A
1_d.dwg ; 6835-X
-DES
IGN
.dwg ; 6835-X
-CO
NT-D
ES-200-1000.dw
g ; 6835-X-CO
NT-S
UR
V.dwg ; 6835-X-C
UTFILL.dw
g ; 6835-X-CO
NT-SU
RV-500-2500.dw
g
Internetw
ww
.blackm.com
Black & M
oreA
BN 24 845 447 493
This document is and shall rem
ainthe property of B
lack & M
ore.This docum
ent may only be used
for the purposes for which it w
ascom
missioned and in accordance
with the Term
s of Engagem
ent forthe com
mission. U
nauthorised useof this docum
ent in any form
© B
lack & M
ore
whatsoever is prohibited.
RPEQ
MR
. GIL ELLIO
TT
A
EAR
THW
OR
KS A
ND
RO
AD
WO
RK
S PLAN
1:250
RM
L
KM
KA
1012.5m
52.5
07.5
SC
ALE 1:250 ( S
IZE)
A1
N
SC
ALE 1:50 ( S
IZE)
1.50
0.51
2.5m2
A1
LOT 2 D
RIVE
WA
Y SETO
UT TABLE
LOT 3 D
RIVE
WA
Y SETO
UT TABLE
CH
AIN
AGE
EASTIN
GN
OR
THIN
GB
EAR
ING
RAD
IUS
AR
C LEN
.P
OIN
T
CH
AIN
AGE
EASTIN
GN
OR
THIN
GB
EAR
ING
RAD
IUS
AR
C LEN
.P
OIN
T
LOT 1 D
RIVE
WA
Y SETO
UT TABLE
CH
AIN
AGE
EASTIN
GN
OR
THIN
GB
EAR
ING
RAD
IUS
AR
C LEN
.P
OIN
T
START 0.000 105.039 490.574
294d12'17"
END 3.134 102.180 491.859
294d12'17"
INFINITY
3.134
START 3.134 102.180 491.859
294d12'17"
END 7.561 97.940 491.564
237d50'23"
CENTRE 100.335 487.755 4.500
4.427
START 7.561 97.940 491.564
237d50'23"
END 22.385 85.390 483.674
237d50'23"
INFINITY
14.824
START 0.000 85.239 424.928
0d37'60"
END 24.901 85.515 449.827
0d37'60"
INFINITY
24.901
START 24.901 85.515 449.827
0d37'60"
END 29.657 86.861 454.325
32d41'38"
CENTRE 94.014 449.733 8.500
4.756
START 29.657 86.861 454.325
32d41'38"
END 36.879 90.762 460.402
32d41'38"
INFINITY
7.222
START 36.879 90.762 460.402
32d41'38"
END 41.865 93.187 464.756
25d33'
5"CENTRE 57.099 482.008 40.000
4.986
START 41.865 93.187 464.756
25d33'
5"END 48.676 96.124 470.900
25d33'
5" INFINITY
6.811
START 48.676 96.124 470.900
25d33'
5"END 52.832 97.719 474.736
19d35'54"
CENTRE 60.037 488.153 40.000
4.156
START 52.832 97.719 474.736
19d35'54"
END 55.573 98.639 477.318
19d35'54"
INFINITY
2.741
START 55.573 98.639 477.318
19d35'54"
END 68.453 104.194 488.938
25d33'
5" INFINITY
12.879
START 68.453 104.194 488.938
25d33'
5"END 72.313 106.078 492.304
32d55'26"
CENTRE 131.260 475.999 30.000
3.860
START 72.313 106.078 492.304
32d55'26"
END 73.631 106.794 493.411
32d55'26"
INFINITY
1.318
START 0.000 105.039 490.574
294d12'17"
END 3.134 102.180 491.859
294d12'17"
INFINITY
3.134
START 3.134 102.180 491.859
294d12'17"
END 7.561 97.940 491.564
237d50'23"
CENTRE 100.335 487.755 4.500
4.427
START 7.561 97.940 491.564
237d50'23"
END 22.385 85.390 483.674
237d50'23"
INFINITY
14.824
3.00m
1.50m1.50m
2.55m
0.30m0.30m
±00
FNQ
RO
C BA
RR
IER
K&C
CL
LOTS 1 AN
D 3 D
RIV
EWAY
3%3%
SU
BSO
IL DR
AIN
(TYPIC
AL)(R
EFE
R D
ETA
IL 1)
1 IN 1
1 IN 1
4.50m
2.25m2.25m
4.05m0.30m
0.60m
±00
FNQ
RO
C BA
RR
IER
K&C
CL
LOT 2 D
RIVEW
AY
3%
1 IN 1
1 IN 1
EXISTIN
G SU
RFAC
E
2-CO
AT BITU
ME
N SEAL
0.90m
SU
BSO
IL DR
AIN
(TYPIC
AL)(R
EFE
R D
ETA
IL 1)
TYPIC
AL DR
IVEW
AY C
RO
SS SEC
TION
SS
CALE 1:50
+0.078-0.072-0.032
+0.045
+0.056-0.074-0.054
+0.069
SH
AR
EDS
ERVIC
ES TR
ENC
H
0.45m0.45m
EXISTIN
G SU
RFAC
E
EXISTIN
G SU
RFAC
E
EXISTIN
G SU
RFAC
E
1 IN 1
SH
AR
EDS
ERVIC
ES TR
ENC
H
1 IN 2
1 IN 1
CATC
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RA
IN TO
BE PR
OVID
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G TO
P O
F CU
T BATTER
, PERG
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CH
NIC
AL R
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BE C
ON
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ED)
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TES1.
THE C
ON
TRAC
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IS TO C
ON
FIRM
SUBG
RA
DE C
BR D
UR
ING
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NSTR
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TION
AND
PAVE
ME
NT D
ESIG
N IS TO
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ON
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ED W
ITH SU
PER
INTEN
DE
NT A
ND
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RE
S SHIR
EC
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NC
IL.
2.A
LL CU
T AN
D FILL BA
TTERS STEE
PER
THAN
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DG
RE
ATER TH
AN
1.2m H
IGH
TO B
E CE
RTIFIED
BY AG
EOTE
CH
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AL EN
GIN
EER
PR
IOR
TO C
ON
STR
UC
TION
.
2.K
ERBS TO
BE CO
NSTR
UC
TED A
S PER
FNQ
RO
C STAN
DAR
DD
RG
S1000.
3.S
ETOU
T TABLES A
RE TO
CR
OW
N O
F DR
IVEW
AYS (AS PER
TYPE C
RO
SS SE
CTIO
NS).
4.D
EPTH
OF SU
BSO
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AIN VA
RIES
. GR
ADE
TO PR
OVID
E0.5%
MIN
IMU
M FALL W
ITH O
UTLE
T TO IN
VER
T OF D
RAIN
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AINTAIN
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IMU
M D
EPTH
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DIN
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EQU
IRE
ME
NTS.
5.A
LL ASS
OC
IATE
D FITTIN
GS FO
R S
UB
SOIL D
RAIN
S AS PERFN
QR
OC
STD D
RG
S1095.
6.A
LL DIM
ENSIO
NS IN
METR
ES (m
) UN
LESS O
THER
WISE
STATED
.
7.A
LL WO
RKS TO
BE IN AC
CO
RD
ANC
E WITH
FNQ
RO
CS
PEC
IFICA
TION
S.
8.R
EFER TO
FNQ
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C S
TAN
DAR
D D
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ING
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NC
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RB & C
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NEL
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IN TO
BE PR
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P OF C
UT BA
TTER, PER
GEO
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ICA
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QU
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CH
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EL TA
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S TO D
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INTO
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S STRE
ET TABLE D
RAIN
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H 12.50 TO
CH
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EL FRO
M C
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CH
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OSS
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AVEL(M
IN. C
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R FN
QR
OC
STD
DR
G S
1110 FOR
DETAILS)
150mm
CO
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CTED
GR
AVEL(M
IN. C
BR 60) (R
EFE
R FN
QR
OC
STD
DR
G S
1110 FOR
DETAILS)
DN
100 PER
FOR
ATE
D SU
BSOIL
DR
AIN
AGE PIPE
10mm
AGG
REG
ATEFILTE
R M
ED
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BID
IM A
34 GEO
FABR
ICLAP
PED
300mm
300mm MIN
300mm
PAV
EMEN
T
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1-S
CALE 1:10
SU
BS
OIL D
RAIN
BAR
RIER
KER
B & CH
ANN
ELFN
QR
OC
No.
Description
Date
Revisions
Revision
Draw
ing SizeS
cale (A1 size)
Draw
ing Title
A1
Client
Project
Draw
ingD
rawn
Designed
Design
Approved
Date
93 Digger S
t North C
airns QLD
4870P
O Box 999N
North C
airns QLD
4870
TelephoneFaxE
Drg N
oC
heck
Check
(07) 4031 9944(07) 4031 9914black.m
ore@blackm
.com
Printed: 02 June 2009, 9:18 AM File: G:\Synergy\Projects\C0906835 Summers Street TI\Drawings\ 6835-004.dwg
External R
eferences: B&M
-TITLE-A1_d.dwg
Internetw
ww
.blackm.com
Black & M
oreA
BN 24 845 447 493
This document is and shall rem
ainthe property of B
lack & M
ore.This docum
ent may only be used
for the purposes for which it w
ascom
missioned and in accordance
with the Term
s of Engagem
ent forthe com
mission. U
nauthorised useof this docum
ent in any form
© B
lack & M
ore
whatsoever is prohibited.
RPEQ
MR
. GIL ELLIO
TT
A
DR
IVEWA
Y TYPICA
L CR
OSS SEC
TION
S AN
DD
RIVEW
AY SETO
UT TA
BLES
AS S
HO
WN
RM
L
KM
KA S
CA
LE 1:50 ( SIZE
)
1.50
0.51
2.5m2
A1
0.40.5m
0.20.1
00.3
SC
ALE 1:10 ( S
IZE)
A1
SC
ALE 1:D
RIV
EW
AY LO
NG
ITUD
INAL SEC
TION
S1:100 H
OR
IZ; 1:100 VERT.
LOT 2
LOT 2
SC
ALE 1:D
RIVE
WA
Y CR
OS
S SEC
TION
S100
CH
10
1 IN 4
3%3%
1 IN 1
DATU
M R
L 29.0
CH
20
3%3%
DATU
M R
L 28.0
CH
22.385
3%3%
DATU
M R
L 28.0
LOT 1
CH
10
3%3%
DATU
M R
L 17.0
CH
20
3%3%
DATU
M R
L 19.0
CH
30
3%3%
DATU
M R
L 20.0
CH
40
3%3%
DATU
M R
L 21.0
CH
50
3%3%
DATU
M R
L 22.0
CH
60
3%3%
DATU
M R
L 24.0
CH
70
3%3%
DATU
M R
L 25.0
CH
10
3%3%
DATU
M R
L 21.0
CH
12.197
3%3%
DATU
M R
L 22.0
LOT 2
LOT 3
LOT 2
CREST CH 1.27 RL 27.280VIP CH 2.774 RL 27.329
VIP CH 11.120 RL 25.668
GR
AD
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T. CU
RVE R
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LOT 2 GARAGE PAD
LOT 3 DRIVEWAY
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BC
No.
Description
Date
Revisions
Revision
Draw
ing SizeS
cale (A1 size)
Draw
ing Title
A1
Client
Project
Draw
ingD
rawn
Designed
Design
Approved
Date
93 Digger S
t North C
airns QLD
4870P
O Box 999N
North C
airns QLD
4870
TelephoneFaxE
Drg N
oC
heck
Check
(07) 4031 9944(07) 4031 9914black.m
ore@blackm
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BN 24 845 447 493
This document is and shall rem
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lack & M
ore.This docum
ent may only be used
for the purposes for which it w
ascom
missioned and in accordance
with the Term
s of Engagem
ent forthe com
mission. U
nauthorised useof this docum
ent in any form
© B
lack & M
ore
whatsoever is prohibited.
RPEQ
MR
. GIL ELLIO
TT
A
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CU
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UT TABLE
No.
Description
Date
Checked
Revisions
Revision
Draw
ing SizeS
cale (A1 size)
Draw
ing Title
A1
Client
Project
Draw
ingD
rawn
Designed
Design
Approved
Date
93 Digger S
t North C
airns QLD
4870P
O Box 999N
North C
airns QLD
4870
TelephoneFaxE
Drg N
oC
heck
Check
(07) 4031 9944(07) 4031 9914black.m
ore@blackm
.com
Printed: 02 June 2009, 9:23 AM File: G:\Synergy\Projects\C0906835 Summers Street TI\Drawings\ 6835-006.dwg
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-TITLE-A
1_c.dwg ; 6835-X
-DES
IGN
.dwg ; 6835-X
-CO
NT-D
ES-200-1000.dw
g ; 6835-X-CO
NT-SU
RV.dw
g ; 6835-X-CO
NT-SU
RV-500-2500.dw
g
Internetw
ww
.blackm.com
Black & M
oreA
BN 24 845 447 493
This document is and shall rem
ainthe property of B
lack & M
ore.This docum
ent may only be used
for the purposes for which it w
ascom
missioned and in accordance
with the Term
s of Engagem
ent forthe com
mission. U
nauthorised useof this docum
ent in any form
© B
lack & M
ore
whatsoever is prohibited.
MR
. GIL ELLIO
TT
A
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No.
Description
Date
Revisions
Revision
Draw
ing SizeS
cale (A1 size)
Draw
ing Title
A1
Client
Project
Draw
ingD
rawn
Designed
Design
Approved
Date
93 Digger S
t North C
airns QLD
4870P
O Box 999N
North C
airns QLD
4870
TelephoneFaxE
Drg N
oC
heck
Check
(07) 4031 9944(07) 4031 9914black.m
ore@blackm
.com
Printed: 27 August 2009, 3:36 PM File: G:\Synergy\Projects\C0906835 Summers Street TI\Drawings\ 6835-007.dwg
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-TITLE-A
1_d.dwg ; 6835-X
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IGN
.dwg ; 6835-X
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NT-SU
RV
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ON
T-SU
RV-500-2500.dw
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NT-D
ES-200-1000.dwg
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BN 24 845 447 493
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ascom
missioned and in accordance
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Date
Revisions
Revision
Draw
ing SizeS
cale (A1 size)
Draw
ing Title
A1
Client
Project
Draw
ingD
rawn
Designed
Design
Approved
Date
93 Digger S
t North C
airns QLD
4870P
O Box 999N
North C
airns QLD
4870
TelephoneFaxE
Drg N
oC
heck
Check
(07) 4031 9944(07) 4031 9914black.m
ore@blackm
.com
Printed: 02 June 2009, 9:21 AM File: G:\Synergy\Projects\C0906835 Summers Street TI\Drawings\ 6835-008.dwg
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eferences: B&M
-TITLE-A1_d.dwg
Internetw
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.blackm.com
Black & M
oreA
BN 24 845 447 493
This document is and shall rem
ainthe property of B
lack & M
ore.This docum
ent may only be used
for the purposes for which it w
ascom
missioned and in accordance
with the Term
s of Engagem
ent forthe com
mission. U
nauthorised useof this docum
ent in any form
© B
lack & M
ore
whatsoever is prohibited.
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MR
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No.
Description
Date
Revisions
Revision
Draw
ing SizeS
cale (A1 size)
Draw
ing Title
A1
Client
Project
Draw
ingD
rawn
Designed
Design
Approved
Date
93 Digger S
t North C
airns QLD
4870P
O Box 999N
North C
airns QLD
4870
TelephoneFaxE
Drg N
oC
heck
Check
(07) 4031 9944(07) 4031 9914black.m
ore@blackm
.com
Printed: 02 June 2009, 9:21 AM File: G:\Synergy\Projects\C0906835 Summers Street TI\Drawings\ 6835-009.dwg
External R
eferences: B&M
-TITLE-A
1_d.dwg ; 6835-X
-DES
IGN
.dwg ; 6835-X
-CO
NT-D
ES-200-1000.dw
g ; 6835-X-CO
NT-SU
RV.dw
g ; 6835-X-CU
TFILL.dwg
Internetw
ww
.blackm.com
Black & M
oreA
BN 24 845 447 493
This document is and shall rem
ainthe property of B
lack & M
ore.This docum
ent may only be used
for the purposes for which it w
ascom
missioned and in accordance
with the Term
s of Engagem
ent forthe com
mission. U
nauthorised useof this docum
ent in any form
© B
lack & M
ore
whatsoever is prohibited.
RPEQ
MR
. GIL ELLIO
TT
A
ERO
SION
AN
D S
EDIM
ENT C
ON
TRO
L PLAN
1:250
RM
L
KM
KA
1012.5m
52.5
07.5
SC
ALE 1:250 ( S
IZE)
A1
N