rustenburg local municipality department: … tlaseng.… · all dimensions in mm with 25Ø...
TRANSCRIPT
PR
EP
AR
ED
FOR
Baitseanape C
onsulting Engineers
0157
P.O
. Box 11598
Centurion
0046
Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
70 Selborne A
venueLyttelton M
anor, Extension 3
Centurion
CO
NS
TRU
CTIO
N A
ND
MA
INTE
NA
NC
E D
IVIS
ION
TEN
DE
R D
RA
WIN
GS
IN TLA
SE
NG
VILLA
GE
(PH
AS
E 5)
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
D S
TOR
MW
ATE
R
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
PR
EP
AR
ED
BY
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
D S
TOR
MW
ATE
R
CO
NTR
AC
T RLM
/DTIS
/0031/2016/17: CO
NS
TRU
CTIO
N O
F RO
AD
S A
ND
STO
RM
WA
TER
TLAS
EN
G V
ILLAG
E IN
THE
JUR
ISD
ICTIO
N O
F RU
STE
NB
UR
G M
UN
ICIP
AL A
RE
A
1. ALL D
IME
NS
ION
S IN
mm
WITH
25Ø W
EE
PH
OLE
S A
ND
230x230x150 NO
N-FIN
ES
CO
NC
RE
TE B
LOC
KS
AT 1200c/c.
4. ALL V
ISIB
LE C
OR
NE
RS
MU
ST B
E C
HA
MFE
RE
D 25m
m x 25m
m.
5. CO
VE
R:
FLOO
R S
LAB
& FO
OTIN
G = 50m
mW
ING
WA
LLS = 40m
m6. P
OLY
ETH
YLE
NE
SH
EE
T 0.15mm
THIC
K TO
BE
PLA
CE
UN
DE
R A
LL WIN
GW
ALL FO
OTIN
GS
AN
D IN
LET S
LAB
S.
7. THE
UP
PE
R LE
VE
L OF TH
E FILL A
LWA
YS
PA
SS
ES
THR
OU
GH
A P
OIN
T 150mm
BE
LOW
THE
TOP
8. THE
MA
XIM
UM
SLO
PE
OF TH
E E
AR
THW
OR
KS
SU
RR
OU
ND
ING
A C
ULV
ER
T INLE
T AN
D O
UTLE
T SH
ALL B
E 1:2.
9. ALL C
ULV
ER
TS TO
BE
INS
TALLE
D U
SIN
G TH
E TR
EN
CH
ED
ME
THO
D.
LOA
DIN
G
GE
NE
RA
L NO
TES
:
3. FOR
PO
RTA
L CU
LVE
RTS
WITH
A N
OM
INA
L HE
IGH
T>1200, THE
WIN
GW
ALLS
SH
ALL B
E P
RO
VID
ED
2. PR
EFA
BR
ICA
TED
CO
NC
RE
TE P
OR
TAL U
NITS
TO C
OM
PLY
WITH
SA
BS
986.
OF TH
E H
EA
D W
ALL.
NO
MIN
AL LO
AD
S
DE
NS
ITY O
F SO
IL 20kN/m
HO
RIZO
NTA
L EA
RTH
PR
ES
SU
RE
6kN/m
/mH
OR
IZON
TAL LIV
E LO
AD
SU
RC
HA
RG
E 4kN
/m
LOA
D FA
CTO
RS
DE
SIG
N LO
AD
S = X
F3 x XFL x N
OM
INA
L LOA
D X
F3 XFL
DE
AD
LOA
DLIV
E LO
AD
EA
RTH
PR
ES
SU
RE
+ SU
RC
HA
RG
E
MA
TER
IAL S
PE
CIFIC
ATIO
N
1.15 1.2 1.15 1.5
1.15 1.5
1. CO
NC
RE
TE G
RA
DE
: CLA
SS
/AG
GR
EG
ATE
SIZE
(mm
)B
LIND
ING
10/19 STR
UC
TUR
ES
STR
UC
TUR
AL C
ON
CR
ETE
25/19
2. CO
NC
RE
TE FIN
ISH
ES
: CLA
SS
F2E
XP
OS
ED
CLA
SS
F1U
NE
XP
OS
ED
CLA
SS
F2
3. RE
INFO
RC
EM
EN
T (SLA
BS
920 - 1985) Y
IELD
TYP
E S
TRE
NG
TH (M
Pa)
MILD
STE
EL B
AR
S 250
HIG
H TE
NS
ILE S
TEE
L BA
RS
450W
ELD
ED
STE
EL FA
BR
IC 450
WE
LDE
D S
TEE
L FAB
RIC
TO C
ON
FOR
M TO
SA
BS
10244. JO
INT M
ATE
RIA
L3-P
LY R
OO
FING
FELT O
F SIM
ILAR
TO B
E P
LAC
ED
ON
INTE
RFA
CE
OF H
EA
DW
ALL, W
ING
WA
LLS &
AP
RO
N S
LAB
.
RE
INFO
RC
EM
EN
T
1. CO
VE
R TO
RE
INFO
RC
EM
EN
T = 502. C
UTTIN
G A
ND
BE
ND
ING
IN A
CC
OR
DA
NC
E W
ITH S
AB
S 82
4. WE
LDE
D S
TEE
L FAB
RIC
TO C
ON
FOR
M TO
SA
BS
1024.3. Y
-BA
RS
TO B
E H
IGH
YIE
LD S
TRE
SS
STE
EL TO
SA
BS
920 WITH
A C
HA
RA
CTE
RIS
TIC S
TRE
NG
TH O
F 450 MP
a.
5. OV
ER
LAP
S O
F STE
EL FA
BR
IC TO
BE
MIN
OF 300.
0504
0302
01
600P
IPE
Ø
MA
RK
3
22
Y10
Y10
Y10
Y10
Y10
TYP
E / D
IA
88
88
8
2038
3838
38
No. IN
EA
CH
SH
AP
E C
OD
E
WIN
GW
ALL - A
PR
ON
SLA
B C
ON
NE
CTIO
NS
CA
LE 1:25
WE
LDE
D S
TEE
L FAB
RIC
RE
F. 433
WE
LDE
D S
TEE
L FAB
RIC
RE
F. 433M
AIN
STE
EL TO
P
700
AP
RO
N S
LAB
- TOE
CO
NN
EC
TION
SC
ALE
1:25
700
WE
LDE
D S
TEE
L FAB
RIC
RE
F. 433
WE
LDE
D S
TEE
L FAB
RIC
RE
F. 433
MA
IN S
TEE
L TOP
HE
AD
WA
LLSS
CA
LE 1:25
02
03
02
030401
RE
INFO
RC
EM
EN
T
ELE
VA
TION
OF H
EA
DW
ALLS
SC
ALE
1:25
2+2 Y10-03
2+4 Y10-05
Y10-04-300
2+2 Y10-03
Y10-02-300
Y10-02-300
Y10-04-300
2+2 Y10-01
PLA
N
(0 = 90°) INLE
T/OU
TLET
2501000
500
45°
90°
200
YY
JOIN
T MA
TER
IAL
N.T.S
.
STO
NE
PITC
HIN
G (M
ETH
OD
1)
2H
(SE
E N
OTE
4 MA
TER
IAL S
PE
CIFIC
ATIO
NS
)
(1000 MIN)
25Ø W
EE
PH
OLE
S (S
EE
GE
NE
RA
L NO
TE 3)
500
45°
FRO
NT E
LEV
ATIO
N O
F OU
TLET
600Ø P
C
285285
150
550250200400
1365
TYP
ICA
L SE
CTIO
N Y
-YO
UTLE
T
AP
PR
OV
ED
JOIN
TM
ATE
RIA
L
550250200
250
250
400
50mm
BLIN
DIN
G LA
YE
R
(0=90°)
N.T.S
.
H
STO
NE
PITC
HIN
G (M
ETH
OD
1)
2H (1000 M
IN.)
21
WE
LDE
D S
TEE
L FAB
RIC
SE
E N
OTE
3 MA
TER
IAL
SP
EC
IFICA
TION
S
WE
LDE
D S
TEE
L FAB
RIC
(SE
E N
OTE
3 MA
TER
IAL
SP
EC
IFICA
TION
S)
NG
L.
25Ø W
EE
PH
OLE
(SE
E G
EN
ER
AL N
OTE
3)
N.T.S
.
100 150
DE
TAIL (C
)
DE
TAIL (C
)
PLA
N O
F FIELD
INLE
T (Without cover slab)
SE
CTIO
N B
-B
DE
TAIL O
F PR
EC
AS
T CO
VE
R S
LAB
LIFTING
HA
ND
LES
AS
PE
R TY
PIC
AL D
ETA
IL
CLA
SS
25/19 CO
NC
RE
TE
WE
LDE
D S
TEE
L FAB
RIC
RE
F. 617
BE
D C
OV
ER
SLA
B IN
1:3 CE
ME
NT M
OR
TAR
NA
TUR
AL G
RO
UN
D LE
VE
L
1000220
600220
1000
1000 220 600 220 1000
AA
125
275
80
6001000
2201000
220
IN-S
ITU M
ATE
RIA
L CO
MP
AC
TED
TO90%
MO
D. A
AS
HTO
DE
NS
ITY
CA
ST IN
-SITU
CO
VE
R S
LAB
AS
SP
EC
IFIED
ON
DW
G N
o.102709/CIV
/SW
/309
JUN
CTIO
N B
OX
AS
SP
EC
IFIED
CLA
SS
20/19 CO
NC
RE
TE
BR
ICK
WO
RK
1150
125 150
20
20
+50+50
--
WE
IGH
T OF S
LAB
AP
PR
OX
IMA
TELY
470kg
15mm
PLA
STE
R
FIELD
INLE
T ON
TOP
OF JU
NC
TION
BO
X
OR
STO
NE
PITC
HIN
G
DE
TAIL (D
)
DE
TAIL (D
)
RIG
ID P
IPE
ON
CLA
SS
B B
ED
DIN
G
X=D/4 SUBJECT TO X BEINGNOT LESS THAN 100mm AND
NOT MORE THAN 200mm
300mm
D
DR
AW
ING
CH
EC
KE
D B
Y
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
D S
TOR
MW
ATE
R
AM
EN
DM
EN
TSC
ON
SU
LTAN
TS D
ETA
ILLO
CA
TION
OF P
RO
JEC
T:
DR
AW
ING
AP
PR
OV
ED
BY
PR
OJE
CT M
AN
AG
ER
DR
AW
N
DE
SC
RIP
TION
OF P
RO
JEC
T
CO
NTR
AC
T No. :
PR
OJE
CT N
o. :S
HE
ET N
O:
PR
OJE
CT S
TATU
S
DR
AW
ING
NO
.
INS
PE
CTO
R O
F WO
RK
S:
PR
OJE
CT E
NG
INE
ER
:
RE
MA
RK
S:
DR
AW
ING
CO
NC
EP
TD
RA
WIN
GTE
ND
ER
CO
NS
TRU
CTIO
NA
PP
RO
VE
D FO
RD
RA
WIN
GA
S B
UILT
DR
AW
ING
OR
IGIN
AL P
AP
ER
SIZE
:
DR
AW
ING
AP
PR
OV
ED
BY
TEC
HN
ICA
L DIR
EC
TOR
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
ATU
RE
SIG
NA
TUR
E &
PR
NU
MB
ER
DA
TE
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
PA
PE
R_S
IZE: A
1
TLAS
EN
G A
ND
MO
GA
JAN
E V
ILLAG
ES
IN TH
E
1 OF 1
FEILD
INLE
T,CH
AN
NE
L AN
D O
UTLE
T STR
UC
TUR
E
DMATS
ER
TR
US
TEN
BU
RG
LOC
AL M
UN
ICIP
ALITY
JUR
ISD
ICTIO
N
1:1000R
LM/D
TIS/S
TD/003
04/ 08 /2016R
LM/D
TIS/0031/2016/17
PR
OJE
CT_N
O:B
CE
022-05
Baitseanape C
onsulting Engineers
P.O
. Box 11598
Centurion
Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
Baitseanape H
ouse70 S
elborne Avenue
Lyttelton Manor, E
xtension 3
0157
LytteltonC
enturion0157
CONSTRUCTIONSITE
08:00-17:00
08:00-17:00
100m
100m
80m
40m
20m
CONSTRUCTIONSITE
100m
80m
40m
20m
80m
40m
20m
100m
80m
40m
20m
08:00-17:00
100m
80m
40m
20m
100m
80m
40m
20m
CO
NS
TRU
CTIO
NS
ITE
20
40
100m
100m
80m
40m
20m
100m
100m
100m
100m
100m
100m
20
40
2040
20
40
20
40
40
20
TYP
ICA
L STA
ND
AR
D D
ETA
ILS: TR
AFFIC
AC
CO
MO
DA
TION
PLA
N
DR
AW
ING
CH
EC
KE
D B
Y
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
D S
TOR
MW
ATE
R
AM
EN
DM
EN
TSC
ON
SU
LTAN
TS D
ETA
ILLO
CA
TION
OF P
RO
JEC
T:
DR
AW
ING
AP
PR
OV
ED
BY
PR
OJE
CT M
AN
AG
ER
DR
AW
N
DE
SC
RIP
TION
OF P
RO
JEC
T
CO
NTR
AC
T No. :
PR
OJE
CT N
o. :S
HE
ET N
O:
PR
OJE
CT S
TATU
S
DR
AW
ING
NO
.
INS
PE
CTO
R O
F WO
RK
S:
PR
OJE
CT E
NG
INE
ER
:
RE
MA
RK
S:
DR
AW
ING
CO
NC
EP
TD
RA
WIN
GTE
ND
ER
CO
NS
TRU
CTIO
NA
PP
RO
VE
D FO
RD
RA
WIN
GA
S B
UILT
DR
AW
ING
OR
IGIN
AL P
AP
ER
SIZE
:
DR
AW
ING
AP
PR
OV
ED
BY
MU
NIC
AP
AL M
AN
AG
ER
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
ATU
RE
SIG
NA
TUR
E &
PR
NU
MB
ER
DA
TE
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
PA
PE
R_S
IZE: A
1
1OF1
ATS
ER
T
DM
TLAS
EN
G A
ND
MO
GA
JAN
E V
ILLAG
E IN
THE
JUR
ISD
ICTIO
N O
F
N.T.S
RLM
/DTIS
/STD
/00404/ 08 /2016
RLM
/DTIS
/0031/2016/17P
RO
JEC
T_NO
:BC
E 022-03
RU
STE
NB
UR
G M
UN
ICIP
AL A
RE
A
Baitseanape C
onsulting Engineers
Centurion
P.O
. Box 11598
Centurion
0046
Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
Baitseanape H
ouse70 S
elborne Avenue
Lyttelton Manor, E
xtension 3
0157
TYP
ICA
L STA
ND
AR
D D
ETA
IL:
DR
AW
ING
CH
EC
KE
D B
Y
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
D S
TOR
MW
ATE
R
AM
EN
DM
EN
TSC
ON
SU
LTAN
TS D
ETA
ILLO
CA
TION
OF P
RO
JEC
T:
DR
AW
ING
AP
PR
OV
ED
BY
PR
OJE
CT M
AN
AG
ER
DR
AW
N
DE
SC
RIP
TION
OF P
RO
JEC
T
CO
NTR
AC
T No. :
PR
OJE
CT N
o. :S
HE
ET N
O:
PR
OJE
CT S
TATU
S
DR
AW
ING
NO
.
INS
PE
CTO
R O
F WO
RK
S:
PR
OJE
CT E
NG
INE
ER
:
RE
MA
RK
S:
DR
AW
ING
CO
NC
EP
TD
RA
WIN
GTE
ND
ER
CO
NS
TRU
CTIO
NA
PP
RO
VE
D FO
RD
RA
WIN
GA
S B
UILT
DR
AW
ING
OR
IGIN
AL P
AP
ER
SIZE
:
DR
AW
ING
AP
PR
OV
ED
BY
MU
NIC
AP
AL M
AN
AG
ER
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
ATU
RE
SIG
NA
TUR
E &
PR
NU
MB
ER
DA
TE
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
PA
PE
R_S
IZE: A
1
N.T.S
1OF1
TLAS
EN
G A
ND
MO
GA
JAN
E V
ILLAG
ES
IN TH
E JU
RIS
DIC
TION
ATS
ER
T
DM
GA
BIO
NS
AN
D S
TON
E P
ITCH
ING
RLM
/DTIS
/STD
/00504/ 08 /2016
RLM
/DTIS
/0031/2016/17P
RO
JEC
T_NO
:BC
E 022-03
OF R
US
TEN
BU
RG
LOC
AL M
UN
ICIP
ALITY
Baitseanape C
onsulting Engineers
Centurion
P.O
. Box 11598
Centurion
0046
Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
Baitseanape H
ouse70 S
elborne Avenue
Lyttelton Manor, E
xtension 3
0157
MU
NIC
IPA
L INFR
AC
TR
UC
TU
RE
GR
AN
TN
OR
TH
WE
ST
PR
OV
INC
EIMP
LEM
EN
TING
AG
EN
T
PR
OJE
CT M
AN
AG
ER
S / C
ON
SU
LTAN
TS
CO
NTR
AC
TOR
BAITSEANAPE CONSULTING ENGINEERS
...................................
Tel: (012) 644 1728 Fax: (012) 644 1292
Tel: ........................ Fax: ..........................
3248732
17517517517517517532
2397
63632
321400
66832
321308
460
32
93632
2800
32
Tel: (014) 590 3535 Fax: (014) 590 3388
EN
QU
IRIE
S:
PROJECT MANAGEMENT UNIT MANAGERTELEPHONE NUMBER: (014) 590 3535
FUNDS ALLOCATED: R....., ......., ......., .........
RUSTENBURG LOCAL MUNICIPALITY
32 350
2800
Creating opportunities tow
ards human fullfilm
ent
32 350
CO
NTR
AC
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ME
BO
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D B
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OF P
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SIG
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:...............................
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:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
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SIG
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PR
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SIG
NA
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ATE
:...............................
PA
PE
R_S
IZE: A
1
N.T.S
BC
E022/S
TD/006
1OF1
ATS
ER
T
DM
04/08/2016R
LM/D
TIS/0031/2016/17
PR
OJE
CT_N
O:B
CE
022-03
TLAS
EN
G V
ILLAG
E IN
THE
JUR
ISD
ICTIO
N O
F RU
STE
NB
UR
G M
UN
ICIP
AL A
RE
AB
aitseanape Consulting E
ngineers
Centurion
P.O
. Box 11598
Centurion
0046
Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
Baitseanape H
ouse70 S
elborne Avenue
Lyttelton Manor, E
xtension 3
0157
±30m
±30m
W416
60 - 80m
60 - 80m
BB
AA
RO
AD
STU
D S
TYM
SO
NITE
88W
HITE
W417
RO
AD
STU
D S
TYM
SO
NITE
88W
HITE
W416
W417
SID
E E
LEV
ATIO
N
PLA
N
Area = 0.7m
2
Area = 0.66m
²
RE
D
RE
D
WH
ITE
HIG
H IN
TEN
SITY
GR
AD
ER
ETR
O-R
EFLE
CTIV
E S
HE
ETIN
G1,4 C
HR
OM
AD
EC
K B
AC
KIN
G P
LATE
NO
TE:
RE
D
RE
D
WH
ITE
HIG
H IN
TEN
SITY
GR
AD
ER
ETR
O-R
EFLE
CTIV
E S
HE
ETIN
G1,4 C
HR
OM
AD
EC
K B
AC
KIN
G P
LATE
NO
TE:
CO
NSTR
UC
TION
METH
OD
:
1.S
etting out of hump - few
days before construction.2.
Saw
cuts one to two days before construction.
ON
CO
NSTR
UC
TION
DA
Y:
3.R
emove 500 m
m paving strips.
4.S
tart erecting road signs and paint warning road
marking.
5.P
lace C3 or C
4 in strips and compact w
ith two
passes without vibrator.
6.P
lace templates - both sides of one lane at a tim
e.7.
Place C
3 or C4 and rake till slightly higher than
templates.
8.S
hape C3 or C
4 with straight edge (channel
section 6 m long).
9.R
emove tem
plates and compact w
ithout vibrator(three passes)
10.M
easure profile and rectify if necessary.11.
Final compaction w
ith three to four passes with
vibrator.12.
Place road studs.
13.P
aint speed hump the next day.
NO
TE:
The Trafic Engineering and Operation section
must alw
ays be consulted to assist with the setting
out of speed humps.
PLA
N O
F SP
EE
D H
UM
P
SE
CTIO
N A
-A:
DE
TAIL O
F SP
EE
D H
UM
P R
OA
D M
AR
KIN
G
TEM
PLA
TE D
ETA
IL FOR
CO
NS
TRU
CTIO
N O
F SP
EE
D H
UM
P
CO
NS
TRU
CTIO
N D
ETA
IL OF S
PE
ED
HU
MP
CO
NS
TRU
CTIO
N D
ETA
IL OF S
PE
ED
HU
MP
SE
CTIO
N B
-B:
SC
ALE
1: 100
SC
ALE
1: 20
SC
ALE
1: 20
DA
NG
ER
PLA
TE S
PE
ED
HU
MP
(LEFT)
SC
ALE
1:10
W416
W417
DA
NG
ER
PLA
TE S
PE
ED
HU
MP
(RIG
HT)
SC
ALE
1:10
SC
ALE
1:100
TRA
FFIC C
ALM
ING
ME
AS
UR
ES
TYP
ICA
L SP
EE
D H
UM
P D
ETA
ILTY
PIC
AL S
TAN
DA
RD
DE
TAIL:
DR
AW
ING
CH
EC
KE
D B
Y
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
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TOR
MW
ATE
R
AM
EN
DM
EN
TSC
ON
SU
LTAN
TS D
ETA
ILLO
CA
TION
OF P
RO
JEC
T:
DR
AW
ING
AP
PR
OV
ED
BY
PR
OJE
CT M
AN
AG
ER
DR
AW
N
DE
SC
RIP
TION
OF P
RO
JEC
T
CO
NTR
AC
T No. :
PR
OJE
CT N
o. :S
HE
ET N
O:
PR
OJE
CT S
TATU
S
DR
AW
ING
NO
.
INS
PE
CTO
R O
F WO
RK
S:
PR
OJE
CT E
NG
INE
ER
:
RE
MA
RK
S:
DR
AW
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CO
NC
EP
TD
RA
WIN
GTE
ND
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CO
NS
TRU
CTIO
NA
PP
RO
VE
D FO
RD
RA
WIN
GA
S B
UILT
DR
AW
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OR
IGIN
AL P
AP
ER
SIZE
:
DR
AW
ING
AP
PR
OV
ED
BY
TEC
HN
ICA
L DIR
EC
TOR
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
ATU
RE
SIG
NA
TUR
E &
PR
NU
MB
ER
DA
TE
Baitseanape C
onsulting Engineers
Centurion
P.O
. Box 11598
Centurion
0046
Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
Baitseanape H
ouse70 S
elborne Avenue
Lyttelton Manor, E
xtension 3
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
PA
PE
R_S
IZE: A
1
1:10001 O
F 1
ER
T
ATS
DM
TLAS
EN
G A
ND
MO
GA
JAN
E V
ILLAG
E IN
THE
JUR
ISD
ICTIO
N
1:1000R
LM/D
TIS/S
TD/007
04/ 08/2016R
LM/D
TIS/0031/2016/17
PR
OJE
CT_N
O:B
CE
022-03
OF R
US
TEN
BU
RG
MU
NIC
IPA
L AR
EA
0157
- 34900 Y
- 35000 Y
- 35100 Y
- 35200 Y
- 35300 Y
- 35400 Y
- 35500 Y
- 35600 Y
- 35700 Y
- 35800 Y
- 35900 Y
- 36000 Y
- 36100 Y
- 36200 Y
- 36300 Y
- 36400 Y
- 36500 Y
- 36600 Y
- 36700 Y
- 36800 Y
- 36900 Y
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0
20
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180
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360
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Road1
600 620 640 660 680 700 720 740 760 780
Road1
800
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2
593
1443
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STREET 12m
STREET 16m
STREET 16m
STREET 12m
STREET 12m
STREET
STREET 12m
STREET 12m
STREET 12m
STREET 12m
STR
EE
T 12m
STREET 12m
STREET 12m
STREET 12m
STREET 12m
STREET 12m
STREET 12m
STREET 12m
STREET 12m
12m
BM
100
BM
101
BM
102B
M103
BM
104
CT
STA
Y
Valve
Str1 KI1
Str1 KI2
Str1 KI3
Str1 KI4
Str1 MH1
Str1 K
I5S
tr1 KI6
Str1 K
I7
Str1M
H3
Str1MH2
Str1K
I8
Str1O
utlet2Str1Outlet1
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1083.50
1083.50
1084
1084
1083
1083
1083
1084.50
1084.50
1085
1085
1085.50
1085.50
1087.50
1086.501086.50
1086
1086
1083.501083.50
1087.501087.50
1087
1087
1081.50
1081.50
1091.501091.50
10881088
1083.50
1088.501088.50
1088.50
1088.50
1083
1083
1082
1082
1090
10901090
1089.50
1089.50
1090
1090
1082.50
1082.50
1091
1091
1090.50
1090.50
1090.50
1090.50
10881088
1083
1083
1091
1091
1089.50
1089.50
1087
1088.50
1089 1089
1087.50
1082.50
10891089
1082
1082
1090.50
1090.50
1089.50
1089.50
1086.50
1089
SPEEDHUMP
SPEEDHUMP
SPEEDHUMP
SPEED
HUMP
SPEED
HUMP
SPEED
HUMP
R10
R10
R10
R10
R10
R10
R10
R10
R10
R10
R10
R10
EDGEBEAM
EDGE
BEAM
EDGEBEAM
EDGEBEAM
EDGEBEAM
EDGEBEAM
EDGEBEAM
5,5
2,75
2,75
5,5
5,5
R10,3
R10
R10
R10,3
R10
R10
R10
R10
EDGE
BEAM
EDGE
BEAM
EDGE
BEAM
EDGEBEAM
EDGE
BEAM
5,5
2,75
5,5
2,75
5,5
5,5
5,5
2,75
DR
AW
ING
CH
EC
KE
D B
Y
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
D S
TOR
MW
ATE
R
AM
EN
DM
EN
TSC
ON
SU
LTAN
TS D
ETA
ILLO
CA
TION
OF P
RO
JEC
T:
DR
AW
ING
AP
PR
OV
ED
BY
PR
OJE
CT M
AN
AG
ER
DR
AW
N
DE
SC
RIP
TION
OF P
RO
JEC
T
CO
NTR
AC
T No. :
PR
OJE
CT N
o. :S
HE
ET N
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CT S
TATU
S
DR
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NO
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INS
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CTO
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PR
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MA
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S:
DR
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TD
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GA
S B
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AP
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SIZE
:
DR
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ING
AP
PR
OV
ED
BY
TEC
HN
ICA
L DIR
EC
TOR
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
ATU
RE
SIG
NA
TUR
E &
PR
NU
MB
ER
DA
TE
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
KE
Y P
LAN
PR
OJE
CT_N
O:B
CE
022-03R
LM/D
TIS/0031/2016/17
PA
PE
R_S
IZE: A
1
TLAS
EN
G &
MO
GA
JAN
E V
ILLAG
ES
IN TH
E R
US
TEN
BU
RG
LOC
AL M
UN
ICIP
ALITY
1:10001 O
F 1
ER
T
ATS
DM
JUR
ISD
ICTIO
N
04 / 08 / 2016B
CE
022-03/KE
Y/001
Baitseanape C
onsulting Engineers
0157
P.O
. Box 11598
Centurion
0046Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
70 Selborne A
venueLyttelton M
anor,Extension 3
Centurion
Baitseanape H
ouse
Lyttelton
CO
NS
TRU
CTIO
N O
F RO
AD
S A
ND
STO
RM
WA
TER
DR
AIN
AG
E
IN TLA
SE
NG
VILLA
GE
PH
AS
E 5
12 Km
12 Km
12 Km
SITE
PLA
N
DR
AW
ING
CH
EC
KE
D B
Y
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
D S
TOR
MW
ATE
R
AM
EN
DM
EN
TSC
ON
SU
LTAN
TS D
ETA
ILLO
CA
TION
OF P
RO
JEC
T:
DR
AW
ING
AP
PR
OV
ED
BY
PR
OJE
CT M
AN
AG
ER
DR
AW
N
DE
SC
RIP
TION
OF P
RO
JEC
T
CO
NTR
AC
T No. :
PR
OJE
CT N
o. :S
HE
ET N
O:
PR
OJE
CT S
TATU
S
DR
AW
ING
NO
.
INS
PE
CTO
R O
F WO
RK
S:
PR
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CT E
NG
INE
ER
:
RE
MA
RK
S:
DR
AW
ING
CO
NC
EP
TD
RA
WIN
GTE
ND
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CO
NS
TRU
CTIO
NA
PP
RO
VE
D FO
RD
RA
WIN
GA
S B
UILT
DR
AW
ING
OR
IGIN
AL P
AP
ER
SIZE
:
DR
AW
ING
AP
PR
OV
ED
BY
TEC
HN
ICA
L DIR
EC
TOR
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
ATU
RE
SIG
NA
TUR
E &
PR
NU
MB
ER
DA
TE
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
LOC
ALITY
PLA
N
PR
OJE
CT_N
O:B
CE
022-03R
LM/D
TIS/0031/2016/17
PA
PE
R_S
IZE: A
1
1:10001 O
F 1
ER
T
ATS
DM
04 / 08 / 2016B
CE
022-03/LOC
ALITY
PLA
N/001
CO
NS
TRU
CTIO
N O
F RO
AD
S A
ND
STO
RM
WA
TER
DR
AIN
AG
E
TLAS
EN
G &
MO
GA
JAN
E V
ILLAG
ES
IN TH
E R
US
TEN
BU
RG
LOC
AL M
UN
ICIP
ALITY
IN TLA
SE
NG
VILLA
GE
PH
AS
E 5
JUR
ISD
ICTIO
N
Baitseanape C
onsulting Engineers
0157
P.O
. Box 11598
Centurion
0046Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
70 Selborne A
venueLyttelton M
anor,Extension 3
Centurion
Baitseanape H
ouse
Lyttelton
- 35800 Y
- 35900 Y
- 36000 Y
- 36100 Y
447
448
449
450
15591558
446445 444
443
442
456
464465466
467474475
476
477
480481
482
483
484
485
486
487
488
489
490
491
492
493
494
495496
497
498
499
500
501502
503
504
505
506
507
508
509
510
511
512
525 526
527
528529
546547
1532
1533
1534
1535
1536
1537
1538
1539 1540 1541
1542
1543
1544
1545
1555
1556
1557
STREET 12m
+ 2819900 X
- 36000 Y
1083.501083.50
10841084
1083
1083
1083
1084.50
1084.50
108510851085.50
1085.501087.50
1086.50
1086.50
1086
1086
1083.50
1083.50
1087.50
1087.501087
10871091.50
1091.50
1088
1088
1083.50
1088.50
1088.50
1088.501088.50
1090
1090
1090
1089.50
1089.50 1090
1090
1091
1091
1090.501090.50
1090.50
1090.50
10831083
1091
1091
1089.50
1089.501089
1089
1090.50
1090.50
1089.501089.50
1089
SPEEDHUMP
SPEEDHUMP
R10 R10
R10
R10
R10
R10
R10
R10
R10R10
EDGEBEAM
EDGEBEAM
EDGEBEAM EDGE
BEAM
EDGEBEAM
EDGEBEAM
5,5
2,75
2,75
5,5
Datum
1082.000
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
338.46
1083.08
1083.68
1084.24
1084.65
1085.09
1085.66
1086.14
1086.68
1087.17
1087.64
1088.14
1088.62
1089.04
1089.49
1089.60
1090.02
1090.25
1090.71
1083.01
1083.49
1083.98
1084.46
1084.94
1085.43
1085.91
1086.39
1086.88
1087.36
1087.84
1088.33
1088.80
1089.22
1089.59
1089.95
1090.31
1090.65
1083.08
1083.56
1084.05
1084.53
1085.01
1085.50
1085.98
1086.46
1086.95
1087.43
1087.91
1088.40
1088.86
1089.29
1089.66
1090.02
1090.38
1090.71
1083.01
1083.49
1083.98
1084.46
1084.94
1085.43
1085.91
1086.39
1086.88
1087.36
1087.84
1088.33
1088.80
1089.22
1089.59
1089.95
1090.31
1090.65
Direction
224.54.25C
urve 1 Left
I= 1.17.18
117.742
Direction
226.11.43
BVC225.000
50.000m V
CK
= 81.515
EVC275.000
2.416 %
250.000 1089.120
1.803 %
-2.000
C/L/ P
eg Levels
Left Edge
Centre Line
Right E
dge
Grades
Vertical C
urves
Superelevation
Longsection for 0 to 338
Horizontal C
urves
Vertical Alignment
Design Road Levels
Chainages
DR
AW
ING
CH
EC
KE
D B
Y
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
D S
TOR
MW
ATE
R
AM
EN
DM
EN
TSC
ON
SU
LTAN
TS D
ETA
ILLO
CA
TION
OF P
RO
JEC
T:
DR
AW
ING
AP
PR
OV
ED
BY
PR
OJE
CT M
AN
AG
ER
DR
AW
N
DE
SC
RIP
TION
OF P
RO
JEC
T
CO
NTR
AC
T No. :
PR
OJE
CT N
o. :S
HE
ET N
O:
PR
OJE
CT S
TATU
S
DR
AW
ING
NO
.
INS
PE
CTO
R O
F WO
RK
S:
PR
OJE
CT E
NG
INE
ER
:
RE
MA
RK
S:
DR
AW
ING
CO
NC
EP
TD
RA
WIN
GTE
ND
ER
CO
NS
TRU
CTIO
NA
PP
RO
VE
D FO
RD
RA
WIN
GA
S B
UILT
DR
AW
ING
OR
IGIN
AL P
AP
ER
SIZE
:
DR
AW
ING
AP
PR
OV
ED
BY
TEC
HN
ICA
L DIR
EC
TOR
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
ATU
RE
SIG
NA
TUR
E &
PR
NU
MB
ER
DA
TE
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
PR
OJE
CT_N
O:B
CE
022-03
PA
PE
R_S
IZE: A
1
1:100004 / 08 / 2016
BC
E022-03/LP
0011 O
F 1
ER
T
ATS
DM
LAY
OU
T PLA
N A
ND
LON
GITU
DIN
AL S
EC
TION
TLAS
EN
G &
MO
GA
JAN
E V
ILLAG
ES
IN TH
E R
US
TEN
BU
RG
LOC
AL M
UN
ICIP
ALITY
JU
RIS
DIC
TION
RO
AD
2
RLM
/DTIS
/0031/2016/17
Curve ListR
oad1N
o01
Radius0.00
0.00
TR.In0.000.00
TR.O
ut0.000.00
TAN
.In0.000.00 TA
N.O
ut0.000.00
Deflection
0:00:000:00:00
Road2
No
012
Radius0.00
0.000.00
TR.In0.000.000.00
TR.O
ut0.000.000.00
TAN
.In0.000.000.00 TA
N.O
ut0.000.000.00
Deflection
0:00:001:17:180:00:00
Road ListR
oad1P
ositionP
I0P
I1
SV
0341.17
Y-C
oord-35905.87-36163.51
X-C
oord2820015.912820239.55
Road2
Position
PI0
BC
C1
PI1
EC
C1
PI2
SV
0117.74117.74117.74338.46
Y-C
oord-35926.01-36009.13-36009.13-36009.13-36168.43
X-C
oord2820033.392819950.002819950.002819950.002819797.22
Baitseanape C
onsulting Engineers
0157
P.O
. Box 11598
Centurion
0046Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
70 Selborne A
venueLyttelton M
anor,Extension 3
Centurion
Baitseanape H
ouse
Lyttelton
CO
NS
TRU
CTIO
N O
F RO
AD
S A
ND
STO
RM
WA
TER
DR
AIN
AG
E
IN TLA
SE
NG
VILLA
GE
PH
AS
E 5
401
400
397
396
395
394
393
359
358
357
56
1445
1446
1447
1448
1449
1450
1451
14521453
1454
1455
1456
1457
1458
145914601461
1462
1463
1464
14651466
1467
1468
1469
1470
14711472
1473
1474
1475
1476
1477
1478
1479
1480
1481
1482
1483
1484
1485
1486
1487
1488
1489
1490
1491
1492
1493
1494
1495
1496
1497
1498
1499
1
1
15
151
1516
1517
1518
1519
1520
1521
1522
1523
1524
1525
1526
STREET 16m
m
STREET 12m
+ 2819500 X
+ 2819400 X
+ 2819300 X
+ 2819200 X
500 X
+ 2819400 X
+ 2819300 X
+ 2819200 X
+ 2819100 X
+ 2819000 X
+ 2819300 X
+ 2819200 X
+ 2819100 X
+ 2819000 X
+ 2819100 X
- 359
00 Y
- 359
00 Y
- 360
00 Y
- 358
00 Y
- 359
00 Y
- 360
00 Y
0 Y
- 358
00 Y
- 359
00 Y
- 360
00Y
- 357
00 Y
- 358
00 Y
- 359
00 Y
- 356
00 Y
- 357
00 Y
- 358
00 Y
- 35
- 358
00 Y
SPEEDHUMP
SPEEDHUMP
R10,3
R10
R10
R10,3
R10
R10
R10R10ED
GE
BEAM
EDG
EBEAM
EDG
EBEAM
EDG
E
BEAMED
GE
BEAM
5,5
2,75
5,5 2,75
5,5
5,5
5,5
2,75
Datum
1096.000 D
atum 1091.000
0
20
40
60
80
100
120
140
160
180
200
220
240
260
280
300
320
340
360
380
400
420
440
460
480
500
520
540
560
580
600
620
640
648.77
1100.95
1101.53
1102.05
1102.41
1102.79
1103.18
1103.54
1103.85
1104.11
1104.50
1104.15
1103.84
1103.37
1102.89
1102.50
1102.10
1101.71
1101.27
1100.86
1100.51
1100.17
1099.79
1099.35
1098.98
1098.50
1098.24
1097.87
1097.48
1097.21
1096.74
1096.41
1095.97
1095.84
1101.08
1101.36
1101.79
1102.17
1102.51
1102.86
1103.20
1103.55
1103.92
1104.24
1103.89
1103.49
1103.09
1102.69
1102.29
1101.88
1101.48
1101.08
1100.68
1100.28
1099.87
1099.49
1099.16
1098.85
1098.54
1098.23
1097.92
1097.61
1097.30
1096.99
1096.67
1096.36
1096.05
1095.92
1100.95
1101.41
1101.85
1102.23
1102.57
1102.91
1103.26
1103.60
1103.97
1104.29
1103.94
1103.54
1103.13
1102.72
1102.31
1101.91
1101.50
1101.09
1100.68
1100.28
1099.87
1099.48
1099.14
1098.83
1098.51
1098.20
1097.88
1097.56
1097.25
1096.93
1096.61
1096.30
1095.98
1095.84
1101.00
1101.47
1101.90
1102.28
1102.62
1102.97
1103.31
1103.66
1104.03
1104.35
1103.99
1103.58
1103.17
1102.75
1102.34
1101.93
1101.51
1101.10
1100.69
1100.27
1099.86
1099.47
1099.13
1098.81
1098.48
1098.16
1097.84
1097.52
1097.20
1096.88
1096.55
1096.23
1095.91
1095.77
Direction
237.26.42
46.606BCC
Curve 1 R
ightR
adius=60.000
I= 6.34.40
53.494ECC
Direction
244.01.22
180.768BCC
Curve 2 R
ightR
adius=10.000I= 78.00.54
194.384ECC
Direction
322.02.16C
urve 3 LeftR
adius=0.000I= 5.15.57
224.089
Direction
327.18.13
531.289BCC
Curve 4 R
ightR
adius=10.000I= 89.02.50
546.831ECC
Direction
56.21.03
BVC18.500
45.000m V
CK
= 73.812
EVC63.500
BVC132.50015.000m
VC
K = 95.040
EVC147.500
BVC174.00012.000m
VC
K = 3.067
EVC186.000
BVC400.000
40.000m V
CK
= 87.632
EVC440.000
2.327 %
41.000 1101.900
1.717 %
140.000 1103.600
1.875 %
180.000 1104.350
-2.037 %
420.000 1099.460
-1.581 %
-2.0002.000
C/L/ P
eg Levels
Left Edge
Centre Line
Right E
dge
Grades
Vertical C
urves
Superelevation
Longsection for 0 to 648
Horizontal C
urves
Vertical Alignment
Design Road Levels
Chainages
DR
AW
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CH
EC
KE
D B
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RU
STE
NB
UR
G LO
CA
L MU
NIC
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LITYD
EP
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D S
TOR
MW
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R
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EN
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ON
SU
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TS D
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CA
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OF P
RO
JEC
T:
DR
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ING
AP
PR
OV
ED
BY
PR
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CT M
AN
AG
ER
DR
AW
N
DE
SC
RIP
TION
OF P
RO
JEC
T
CO
NTR
AC
T No. :
PR
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CT N
o. :S
HE
ET N
O:
PR
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CT S
TATU
S
DR
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INS
PE
CTO
R O
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RK
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PR
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ER
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RE
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RK
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DR
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CO
NC
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TD
RA
WIN
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CO
NS
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EC
TOR
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:...............................
SIG
NA
TUR
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ATE
:...............................
SIG
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ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
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RE
SIG
NA
TUR
E &
PR
NU
MB
ER
DA
TE
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
PR
OJE
CT_N
O:B
CE
022-03
PA
PE
R_S
IZE: A
1
1:100004 / 08 / 2016
BC
E022-03/LP
/0021 O
F 1
ER
T
ATS
DM
LAY
OU
T PLA
N A
ND
LON
GITU
DIN
AL S
EC
TION
TLAS
EN
G &
MO
GA
JAN
E V
ILLAG
ES
IN TH
E R
US
TEN
BU
RG
LOC
AL M
UN
ICIP
ALITY
JU
RIS
DIC
TION
Curve ListR
oad 3N
o012345
Radius0.00
60.0010.00
0.0010.00
0.00
TR.In0.000.000.000.000.000.00
TR.O
ut0.000.000.000.000.000.00
TAN
.In0.003.458.100.009.840.00 TA
N.O
ut0.003.458.100.009.840.00
Deflection
0:00:006:34:40
78:00:545:15:57
89:02:500:00:00
Road ListR
oad 3P
ositionP
I0B
CC
1P
I1E
CC
1B
CC
2P
I2E
CC
2B
CC
3P
I3E
CC
3B
CC
4P
I4E
CC
4P
I5
SV
046.6150.0553.49
180.77187.58194.38224.09224.09224.09531.29539.06546.83648.77
Y-C
oord-35708.35-35747.63-35750.54-35753.63-35868.05-35875.33-35880.31-35898.59-35898.59-35898.59-36064.53-36069.85-36061.66-35976.80
X-C
oord2819260.852819235.772819233.912819232.402819176.652819173.112819179.492819202.912819202.912819202.912819461.432819469.712819475.162819531.65
RO
AD
3
RLM
/DTIS
/0031/2016/17
Baitseanape C
onsulting Engineers
0157
P.O
. Box 11598
Centurion
0046Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
70 Selborne A
venueLyttelton M
anor,Extension 3
Centurion
Baitseanape H
ouse
Lyttelton
CO
NS
TRU
CTIO
N O
F RO
AD
S A
ND
STO
RM
WA
TER
DR
AIN
AG
E
IN TLA
SE
NG
VILLA
GE
PH
AS
E 5
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1082V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 0
1083.011
1083.011
1083.079
1083.013
1083.123
-5.000
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1083V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 20
1083.494
1083.494
1083.681
1083.618
1083.622
-5.000
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1083V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 40
1083.978
1083.978
1084.241
1084.119
1084.140
-5.000
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1084V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 60
1084.461
1084.461
1084.649
1084.611
1084.625
-5.000
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1084V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 80
1084.944
1084.944
1085.088
1085.175
1085.106
-5.000
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1085V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 100
1085.427
1085.427
1085.659
1085.891
1085.617
-4.593
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1085V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 118
1085.856
1085.856
1086.080
1086.210
1086.080
-4.814
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1085V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 120
1085.911
1085.911
1086.142
1086.284
1086.132
-4.793
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1086V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 140
1086.394
1086.394
1086.684
1086.799
1086.624
-4.653
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1086V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 160
1086.877
1086.877
1087.167
1086.878
1087.144
-4.300
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1087V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 180
1087.360
1087.360
1087.643
1087.834
1087.657
-4.376
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1087V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 200
1087.844
1087.844
1088.138
1087.845
1088.198
-4.300
4.851
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1088V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 220
1088.327
1088.327
1088.621
1088.328
1088.467
-4.300
5.000
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1088V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 240
1088.797
1088.797
1089.044
1089.137
1089.033
-4.319
3.893
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1089V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 260
1089.219
1089.219
1089.492
1089.624
1089.344
-4.599
3.7003.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1089V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 280
1089.593
1089.593
1089.600
1089.619
1089.986
-5.000
3.850
3.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1089V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 300
1089.953
1089.953
1090.024
1089.954
1090.284
-4.300
3.7453.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1090V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 320
1090.314
1090.314
1090.246
1090.386
1090.439
-5.000
3.7003.400
-3.400
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1090V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 338
1090.647
1090.647
1090.715
1090.660
1090.736
-5.000
5.000
3.400
-3.400
0.000
DR
AW
ING
CH
EC
KE
D B
Y
RU
STE
NB
UR
G LO
CA
L MU
NIC
IPA
LITYD
EP
AR
TME
NT: R
OA
DS
AN
D S
TOR
MW
ATE
R
AM
EN
DM
EN
TSC
ON
SU
LTAN
TS D
ETA
ILLO
CA
TION
OF P
RO
JEC
T:
DR
AW
ING
AP
PR
OV
ED
BY
PR
OJE
CT M
AN
AG
ER
DR
AW
N
DE
SC
RIP
TION
OF P
RO
JEC
T
CO
NTR
AC
T No. :
PR
OJE
CT N
o. :S
HE
ET N
O:
PR
OJE
CT S
TATU
S
DR
AW
ING
NO
.
INS
PE
CTO
R O
F WO
RK
S:
PR
OJE
CT E
NG
INE
ER
:
RE
MA
RK
S:
DR
AW
ING
CO
NC
EP
TD
RA
WIN
GTE
ND
ER
CO
NS
TRU
CTIO
NA
PP
RO
VE
D FO
RD
RA
WIN
GA
S B
UILT
DR
AW
ING
OR
IGIN
AL P
AP
ER
SIZE
:
DR
AW
ING
AP
PR
OV
ED
BY
TEC
HN
ICA
L DIR
EC
TOR
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
DE
SIG
NE
D
0300
TEL: (014) 590 3535
FAX
: (014) 590 3388
RU
STE
NB
UR
GP
.O B
OX
16
SC
ALE
:D
ATE
:
INITIA
LS A
ND
SU
RN
AM
E
DA
TES
IGN
ATU
RE
SIG
NA
TUR
E &
PR
NU
MB
ER
DA
TE
SIG
NA
TUR
E:............................................................... D
ATE
:...............................
PR
OJE
CT_N
O:B
CE
022-03
PA
PE
R_S
IZE: A
1
1:10001 O
F 1
ER
T
ATS
DM
CR
OS
S S
EC
TION
S R
OA
D 2
TLAS
EN
G &
MO
GA
JAN
E V
ILLAG
ES
IN TH
E R
US
TEN
BU
RG
LOC
AL M
UN
ICIP
ALITY
JU
RIS
DIC
TION
RLM
/DTIS
/0031/2016/1704 / 08 / 2016
BC
E022-03/C
S/001
Baitseanape C
onsulting Engineers
0157
P.O
. Box 11598
Centurion
0046Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
70 Selborne A
venueLyttelton M
anor,Extension 3
Centurion
Baitseanape H
ouse
Lyttelton
CO
NS
TRU
CTIO
N O
F RO
AD
S A
ND
STO
RM
WA
TER
DR
AIN
AG
E
IN TLA
SE
NG
VILLA
GE
PH
AS
E 5
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1100V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 0
1100.996
1101.075
1100.946
1101.160
1101.006
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1101V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 20
1101.466
1101.356
1101.534
1101.884
1101.667
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1101V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 40
1101.901
1101.790
1102.051
1102.233
1102.023
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1102V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 60
1102.281
1102.170
1102.408
1102.702
1102.514
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1102V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 80
1102.625
1102.515
1102.786
1103.055
1103.058
-5.750
5.750
2.750
-2.750
0.000FIN
ISH
ED
GR
OU
ND
OFFS
ET
DA
TUM
= 1102V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 100
1102.968
1102.858
1103.184
1103.576
1103.422
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1103V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 120
1103.312
1103.202
1103.542
1103.663
1103.692
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1103V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 140
1103.658
1103.548
1103.847
1103.877
1103.910
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1103V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 160
1104.030
1103.920
1104.110
1104.265
1104.178
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1104V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 180
1104.346
1104.236
1104.498
1104.481
1104.314
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1103V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 200
1103.992
1103.893
1104.148
1104.318
1104.254
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1103V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 220
1103.579
1103.491
1103.841
1103.923
1103.924
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1103V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 224
1103.495
1103.409
1103.752
1103.837
1103.849
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1103V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 240
1103.166
1103.089
1103.366
1103.689
1103.468
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1102V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 260
1102.753
1102.687
1102.887
1103.080
1102.981
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1102V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 280
1102.340
1102.285
1102.495
1102.611
1102.541
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1101V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 300
1101.927
1101.883
1102.105
1102.177
1102.149
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1101V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 320
1101.514
1101.481
1101.711
1101.827
1101.758
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1101V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 340
1101.101
1101.079
1101.268
1101.413
1101.358
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1100V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 360
1100.688
1100.677
1100.859
1101.031
1101.004
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1100V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 380
1100.275
1100.275
1100.513
1100.690
1100.677
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1099V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 400
1099.862
1099.873
1100.170
1100.293
1100.388
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1099V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 420
1099.472
1099.494
1099.791
1099.993
1099.834
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1099V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 440
1099.127
1099.161
1099.347
1099.453
1099.426
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1098V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 460
1098.805
1098.850
1098.981
1098.917
1099.014
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1098V
.SC
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H.S
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LE 1:100
CH
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1098.484
1098.539
1098.502
1098.686
1098.590
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1098V
.SC
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H.S
CA
LE 1:100
CH
AIN
AG
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1098.162
1098.228
1098.243
1098.336
1098.189
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1097V
.SC
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1:100
H.S
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LE 1:100
CH
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1097.840
1097.918
1097.874
1097.901
1097.805
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1097V
.SC
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H.S
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LE 1:100
CH
AIN
AG
E 540
1097.518
1097.607
1097.481
1097.414
1097.485
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1097V
.SC
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H.S
CA
LE 1:100
CH
AIN
AG
E 560
1097.197
1097.296
1097.209
1097.203
1097.284
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1096V
.SC
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H.S
CA
LE 1:100
CH
AIN
AG
E 580
1096.875
1096.986
1097.053
1097.097
-5.750
5.750
2.750
-2.750
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1096V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 600
1096.553
1096.675
1096.740
1096.830
1096.692
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1096V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 620
1096.232
1096.364
1096.409
1096.560
1096.582
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1095V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 640
1095.910
1096.053
1095.966
1095.998
1096.414
-5.750
5.750
2.750
-2.750
0.000
FINIS
HE
D
GR
OU
ND
OFFS
ET
DA
TUM
= 1095V
.SC
ALE
1:100
H.S
CA
LE 1:100
CH
AIN
AG
E 649
1095.769
1095.917
1095.843
1095.683
1096.061
-5.750
5.750
2.750
-2.750
0.000
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RLM
/DTIS
/0031/2016/1704 / 08 / 2016
BC
E022-03/C
S/002
Baitseanape C
onsulting Engineers
0157
P.O
. Box 11598
Centurion
0046Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
70 Selborne A
venueLyttelton M
anor,Extension 3
Centurion
Baitseanape H
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Lyttelton
CO
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/DTIS
/0031/2016/17P
RO
JEC
T_NO
:BC
E 022-03
Baitseanape C
onsulting Engineers
Centurion
P.O
. Box 11598
Centurion
0046
Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
Baitseanape H
ouse70 S
elborne Avenue
Lyttelton Manor, E
xtension 3
0157
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RM
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RO
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S
Baitseanape C
onsulting Engineers
Centurion
P.O
. Box 11598
Centurion
0046
Tel: (012) 644 1728Fax: (012) 644 1292em
ail: ephraim@
baitseanape.co.za
Baitseanape H
ouse70 S
elborne Avenue
Lyttelton Manor, E
xtension 3
0157