Embed Size (px)
Citation preview
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-13
FIGU
RE 1220.A
SAM
PLE FRO
NT PA
GE
CASSIAR CONNECTOR PROJECT
(STANDARD - 5.0 mm)
Create using blocks FRAME.DWG and either FRONTPG.DWG or FRONTPG_COLOR.DWG
(ARIAL - 24 mm)
(ARIAL - 14 mm)
The FRONTPG block contains the MOTLOGO block andthe three title text objects below. Insert at the same scaleand insertion point as the FRAME block and explode.
The FRONTPG_COLOR block is identical except itcontains the MOTLOGO_COLOR block with the blueand gold colour scheme.
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-14
FIGU
RE 1220.B
SAM
PLE KEY PLA
N
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE DATE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGSOUTHERN INTERIOR REGION
L2-97-85 06842 2 R2-239-001
REGIONAL MANAGER, ENGINEERING REGIONAL DIRECTOR
YYYY-MM-DD YYYY-MM-DD
BRITISHCOLUMBIA
KEY PLAN & TITLEOKANAGAN HIGHWAY No. 97
NORTH END OSOYOOS LAKE - DEADMAN LAKE
(5.0 mm)
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-15
FIGU
RE 1220.C
SAM
PLE LEGEN
D
B.O.F.T.O.C.
(14.0 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)
(3.5 mm)(3.5 mm)
C F
TYPE "B"
Quarter Section
LEGAL LINE TYPES (EXISTING)
TOES
DRAINAGE (PROPOSED)
LINETYPE (PROPOSED)LINETYPES (EXISTING)
XXXX
Retaining Wall
Ditch
Fence
Right of Way
Parcel Boundary
Section/District Bdy.
International Bdy.
Deadman
Anchor / Guy Wire
High Tension Pole
HTHigh Tension Tower
Power Guy Pole
Power Pole
Power Pole with Transformer
Power / phone with Transformer
Power / Phone Pole
Telephone Pole
Telephone Guy Pole
Pedestal (B.C. Tel.)
Telephone Booth
Power / Phone Guy Pole
T
PED
AERIAL UTILITIES (EXISTING)
OIP
WT
Bench Mark
Standard Iron Pin
Lead Plug
Wooden Post
Witness Post
Reference Point
Monument
SURVEY (EXISTING)
MON
MON
Aluminum Post
Angle Iron
Standard Brass Cap
Concrete Post
Dominion Iron Pin
Unmarked Measured Point
Rock Post MON
TH
Round Iron Post
Square Iron Post
Detail Hub (etc.)
Test Hole
Spot Elevation
Concrete Pillar
Guard Post
Piling
Gate Post
Road Sign
Well
Culvert Kink
Post
Piling
GP
DP
MB
FP
UP
Tree
Decorative Tree
Delineator Post
Flag Pole
Mail Box
Utility Pole
Commercial Message Sign
DETAIL (EXISTING)
Catch Basin / Manhole
Culvert Outlet
Culvert Inlet
Drainage Gate
Catch Basin
Manhole
Manhole (Existing)
Catch Basin (Existing)
Asphalt Spillway
CO
CI
DRAINAGE (EXISTING)
METERS (EXISTING)
Service Meter
Water Meter
Valve
Water Valve
Fire Hydrant
Gas Valve
SV
WM
V
WV
FH
GV
Filler Cap
Fuel / Gas Pump
Fuel Tank
Septic Tank
Underground Marker
Breather / Vent Pipe
UNDERGROUND (EXISTING)
FC
FP
FT
ST
UM
BP
JB
K
LS
Traffic Signal Control Box
Electrical Outlet
Junction Box
Kiosk
Lamp Standard
Traffic Signal
Traffic Counter
ELECTRICAL (EXISTING)
LEGEND
THIS IS A DRAFTING SAMPLE ONLY, NOT A STANDARDDESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGNORTHERN REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
L3-105-275 #####-#### 3 NR-069-002
BRITISHCOLUMBIA
LEGENDKEY ROAD - MINER ROAD
HIGHWAY No.105
(5.0 mm)
(3.5 mm)
CONSULTANT'S LOGO(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-16
FIGU
RE 1220.D
SAM
PLE PLAN
CAD FILENAME
DATE
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
SCALE
REV
DATE
SENIOR DESIGNER
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGSOUTH COAST REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD 36100 1 R1-064-101
BRITISHCOLUMBIA PLAN
HIGHWAY No. 4TOFINO VALLEY CREEK CROSSING
(5.0 mm)
(3.5 mm)
REMOVE
REMOVE
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-17
FIGU
RE 1220.E
SAMPLE PR
OFILE
m³
m³
m³
STRIPPING
EMBANKMENT EXCAVATION
SURCHARGE
SGSB DEPTH
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGSOUTHERN INTERIOR REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
L3-03A-536 01866-0002 2 R2-115-201
BRITISHCOLUMBIA
PROFILECASTLEGAR-NELSON-CRESTON HWY. 3A
FLEGEL'S CORNER SECTION
(5.0 mm)
(3.5 mm)
CONSULTANT'S LOGO
0
0
20 100mH 1:2000
2 10mV 1:200
STA 103+00.000 TO STA 112+20.000 (2.5 mm)
(3.0 mm)
(3.7 mm)
(3.5 mm)
mm
m
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-18
FIGU
RE 1220.F
SAMPLE TYPIC
AL SEC
TION
S
C/L
C/L
0 5m1:1001
0 5m1:1001
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGSOUTHERN INTERIOR REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
2 R2-137-301
BRITISHCOLUMBIA
TYPICAL SECTIONSNAME OF MAJOR HIGHWAY
PROJECT DESCRIPTION
(5.0 mm)
(3.5 mm)
CONSULTANT'S LOGO
(AS SHOWN)
(3.0 mm)
(3.7 mm)
(3.5 mm)
C/L
0 2.5m1:500.5
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-19
FIGU
RE 1220.G
SAM
PLE TYPICA
L SECTIO
NS
C/L
C/L
0 2.5m1:500.5
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGSOUTHERN INTERIOR REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
2 R2-128-301
BRITISHCOLUMBIA
TYPICAL SECTIONSCROWSNEST HWY No. 3
WEST FERNIE BRIDGE - NORTH FERNIE BRIDGE
(5.0 mm)
(3.5 mm)
CONSULTANT'S LOGO
(AS SHOWN)
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-20
FIGU
RE 1220.H
SAM
PLE GEO
METR
ICS A
ND
LAN
ING
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGSOUTH COAST REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
L3-03A-533 01866-0001 1 R1-059-402
BRITISHCOLUMBIACONSULTANT'S LOGO
GEOMETRICS AND LANINGCANADA WAY and IMPERIAL STREET
INTERSECTION IMPROVEMENTS
(5.0 mm)
(3.5 mm)
STA. 102+40.000 TO STA. 104+16.937 (2.5 mm)
0 12m1:2502
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-21
FIGU
RE 1220.I
SAMPLE G
EOM
ETRIC
S AN
D LA
NIN
G
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGSOUTH COAST REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
01853-0001 1 R1-148-402
BRITISHCOLUMBIACONSULTANT'S LOGO
GEOMETRICS AND LANINGWESTERN HIGHWAY No.107
CENTENNIAL DRIVE TO JONES CROSSING
(5.0 mm)
(3.5 mm)
STA 137+70 TO STA 141+05 (2.5 mm)
0 12m1:2502
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-22
FIGU
RE 1220.J
SAMPLE SPO
T ELEVATIO
NS
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGSOUTH COAST REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
01853-0001 1 R1-236-501
BRITISHCOLUMBIACONSULTANT'S LOGO
SPOT ELEVATIONSHIGHWAY No. 6
ABERDEEN ROAD TO COLDSTREAM RANCH
(5.0 mm)
(3.5 mm)
0 5 25m1:500
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-23
FIGU
RE 1220.K
SAM
PLE SIGN
ING
AN
D PA
VEMEN
T MA
RK
ING
S
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGNORTHERN REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
01899-001 3 NR-123-602
BRITISHCOLUMBIACONSULTANT'S LOGO
0 5 25m1:500 SIGNING & PAVEMENT MARKINGSHIGHWAY No. 16
PROJECT DESCRIPTION
(5.0 mm)
(3.5 mm)
SHEET STATIONING (2.5 mm)
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-24
FIGU
RE 1220.L
SAMPLE D
RA
INA
GE
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGNORTHERN REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
01899-001 3 NR-131-701
BRITISHCOLUMBIACONSULTANT'S LOGO
0 5 25m1:500 DRAINAGEHIGHWAY DESCRIPTIONPROJECT DESCRIPTION
(5.0 mm)
(3.5 mm)
SHEET STATIONING (2.5 mm)
ABANDON ABANDON
ABANDONABANDON
REMOVE
REMOVE
ABANDON
ABANDON
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-25
FIGU
RE 1220.M
SAM
PLE PRO
PERTY A
CQ
UISITIO
N PLA
N (R
UR
AL)
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGNORTHERN REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
01899-001 3 NR-123-109RW
BRITISHCOLUMBIACONSULTANT'S LOGO
0 10 50m1:1000
PROPERTY ACQUISITION PLANHIGHWAY DESCRIPTIONPROJECT DESCRIPTION
(5.0 mm)
(3.5 mm)
202 m²
959 m²
202 m²
499 m²
737 m²
737 m²959 m²
499 m²
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-26
FIGU
RE 1220.N
SAM
PLE PRO
PERTY A
CQ
UISITIO
N PLA
N (U
RB
AN
)
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
BORDER INFRASTRUCTURE PROGRAMSOUTH COAST REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
711101 1 R1-478-103RW
BRITISHCOLUMBIACONSULTANT'S LOGO
0 10 50m1:1000 PROPERTY ACQUISITION PLANHIGHWAY No. 10
172 ST. TO 122 ST.
(5.0 mm)
(3.5 mm)
STA. 100+640.000 TO STA. 101+000.000 (2.5 mm)A
B
C
REVISED PROPERTY REQUIREMENTS FOR 3 LOTS, L-LINE REVISED
REVISED PROPERTY REQUIREMENTS FOR 6 LOTS
11/30/05
02/23/06
08/11/06
DELETED LICENSE TO CONSTRUCT AREA FROM LOT 11, PL. 83240,REVISED L.T.C. FOR EXTENDED BERM ON LOT 12, PL. 83240,
R.G.
R.G.
R.G.ADDED LICENSE TO CONSTRUCT AREAS TO 14 LOTS FOR TIMBERFENCE AND BERM CONSTRUCTION, REVISED L-LINE
(3.0 mm)
(3.7 mm)
(3.5 mm)
D 04/27/07 R.G.
D 04/27/07 R.G.REPLACED L.T.C. WITH STATUTORY R/W AND REVISED PROPERTYACQUISITION REQUIREMENTS FOR 2 LOTS
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-27
FIGU
RE 1220.O
SAM
PLE OVER
HA
UL TA
BU
LATIO
N C
HA
RT
0.833100%
A1 999
2.40134+70
133+20134+70
1 000
Form H
759
157 551TO
TAL
1 000
1 000
1 000
1 000
1 000
1 000104+05
118+40
124+06
124+06
124+06
127+10
122+37
111+35
124+55
122+37
124+65
112+35
123+65
123+65
103+00
107+55 STA
TION
S103+60
111+35
A
127+45
119+25
4.50
7.90
20.10
7.90
124+55
STA
TION
S
105.50
0.60
BC
HW
Y N
o. 16
Tabor Mountain - W
illow R
iverP
RO
JEC
T NA
ME
HIG
HW
AY
CH
EC
KE
D B
Y
MA
DE
BY
OV
ER
HA
UL
MIN
ISTR
Y O
F TRA
NS
PO
RTA
TION
AN
D IN
FRA
STR
UC
TUR
E
720
3 948
3 792
126 600
16 743
3 749
151 083
100% A
100% A
60% A
40% D
0.833
1.20
0.833
0.833
FAC
TOR
100% D
100% D
D
1.20
1.20
EF
AP
RIL 2006
J.H. C
ooper
G. H
all
SH
EE
T
DA
TE
0F1
1
EN
GIN
EE
RIN
G B
RA
NC
H
NO
TE:
Scales for this exam
pleH
orizontal:1 cm
=0.5 S
ta.V
ertical:1 cm
=2000 m
³Therefore,S
cale Factor=
0.5 x 2000=
1000
NO
TE:
To be used in conjunction with S
ample V
olume O
verhaul Diagram
On S
CH
ED
ULE
7 we show
overhaul quantities in 1000 Sta. m
;therefore, divide above S
ta. m by 1000 and show
: 157.6
AR
EA
cm²
SC
ALE
FAC
TOR
MA
TER
IAL
TYP
E
OV
ER
HA
UL
(B x C
x D x E
)S
ta. m
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-28
FIGU
RE 1220.P
SAMPLE VO
LUM
E OVER
HA
UL
THIS IS A DRAFTING SAMPLE
STA
. 100
+00.
000
LIM
IT O
F C
ON
STR
UC
TIO
N
-20 000
-10 000
0
+10 000
+20 000
+30 000
+40 000
+50 000
3 749 Sta. m
151 083 Sta. m
720 Sta. m FREEHAUL
+50 000
+40 000
+30 000
+20 000
+10 000
0
-10 000
-20 000
FREEHAUL
FREEHAUL
FREEHAUL
FREEHAUL
FREEHAUL
FREEHAUL
FREEHAUL
LIM
IT O
F C
ON
STR
UC
TIO
NS
TA. 1
34+7
0.00
0
FREEHAUL
(AREA = 0.60 cm²)
(AREA = 133.50 cm²)
(AREA = 4.5 cm²)
103+
00
103+
60
104+
05
104+
50
107+
55
112+
35
113+
20
118+
40
119+
25
123+
65
124+
5512
4+65
126+
30
127+
10
130+
05
133+
20
(100% TYPE D)
60% TYPE A40% TYPE D
(100% TYPE A)
(100% TYPE B)
100 105 110 115 120 125 130 135
157 551 Station metresDefinition:
A sta. m is 1 m³ hauled one station (100 m).
VOLUME OVERHAUL 'THIS SHEET'
NOTE:
All data shown in (brackets) for calculation and information only.
Scales for this example -Horizontal: 1 cm = 0.5 stationsVertical: 1 cm = 2 000 m³Scale Factor = 0.5 x 2000 = 10001 cm² = 1000 Sta. m
111+
35
(100% TYPE D)
122+
37
124+
06
127+
45
Show total per sheet when more than one sheetis involved with a Project Summary on last L-linesheet
For further details see SECTION 1220.12
(3.5 mm)
(5.0 mm)
(pen 0.25)
(pen 0.70)(2.5 mm)
(2.5 mm)
( )
(2.5 mm)
(2.5 mm)
(2.5 mm)
(5.0 mm)
(100% TYPE A) (100% TYPE A)
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
BO
RR
OW
420
0 m
³ FR
OM
PIT
40
m L
EFT
OF
STA
. 134
+70
ONLY, NOT A STANDARD
FOR INFORMATION ONLYTHIS NOTE REQUIRED WHEN HAUL IS INCLUDED IN THE BID PRICE FOR EXCAVATION
PROFILE GRID
COLOUR 251
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGNORTHERN REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
XXXXX-XXXX 3 NR-123-801
BRITISHCOLUMBIACONSULTANT'S LOGO
0 50 250m1:5 000
VOLUME OVERHAUL DIAGRAMHIGHWAY No. 16
TABOR MOUNTAIN TO WILLOW RIVER
(5.0 mm)
(3.5 mm)
STA. 100+00 TO STA. 135+00 (2.5 mm)
0 2 000 10 000m³1:200 000Horizontal
Vertical
(3.0 mm)
(3.7 mm)
(3.5 mm)
NOTE:
THIS VOLUME OVERHAUL DIAGRAM IS A PLOT ON WHICH SHRINKAGEAND SWELL ADJUSTMENT FACTORS HAVE BEEN APPLIED TO THEEXCAVATION QUANTITIES. THE VERTICAL SCALE SHOULD THEREFORENOT BE USED TO SCALE IN SITU EXCAVATION QUANTITIES TO BEOVERHAULED. THE HAUL FIGURES SHOWN REPRESENT THE ACTUALESTIMATED UNADJUSTED EXCAVATION QUANTITIES.
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-29
FIGU
RE 1220.Q
SAM
PLE VOLU
ME O
VERH
AU
L
NOTE:
THIS VOLUME OVERHAUL DIAGRAM IS A PLOT ON WHICH SHRINKAGEAND SWELL ADJUSTMENT FACTORS HAVE BEEN APPLIED TO THEEXCAVATION QUANTITIES. THE VERTICAL SCALE SHOULD THEREFORENOT BE USED TO SCALE IN SITU EXCAVATION QUANTITIES TO BEOVERHAULED. THE HAUL FIGURES SHOWN REPRESENT THE ACTUALESTIMATED UNADJUSTED EXCAVATION QUANTITIES.
101520 m³ - 5.8 km DEADHAUL TO WATSON PIT
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGNORTHERN REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
XXXXX-XXXX 3 NR-123-802
BRITISHCOLUMBIACONSULTANT'S LOGO
0 50 250m1:5 000
VOLUME OVERHAUL DIAGRAMHIGHWAY No. 16
PTARMIGAN RIVER BRIDGE APPROACHES
(5.0 mm)
(3.5 mm)
L100 LINE, L200 LINE, L300 LINE & L400 LINE (2.5 mm)
0 5 000 25 000m1:500 000Horizontal
Vertical
(3.0 mm)
(3.7 mm)
(3.5 mm)
BC
MoT
SUP
PLEMEN
T TO TAC
GEO
METR
IC D
ESIG
N G
UID
E
MoT Section
1220
TAC Section
Not A
pplicable July 2011
1220 CO
NTR
AC
T DR
AWIN
GS
– NO
T TO S
CA
LE
Page 1220-30
FIGU
RE 1220.R
SAM
PLE GR
AVEL Q
UA
NTITIES A
ND
HA
UL
NOTE:HAUL SUMMARY
STRUCTURE BACKFILL
HIGH FINES GRANULAR SURFACING AGGREGATE
SELECT GRANULAR SUB-BASE
50 mm WELL GRADED CRUSHED BASE COURSE
25 mm WELL GRADED CRUSHED BASE COURSE
ALL GRAVEL UNITS ARE IN TONNES
DESIGNED
QUALITY CONTROL
QUALITY ASSURANCE
DRAWN
DATE
DATE
DATE
DATE
CAD FILENAME
DATE
SIGNATUREDATE REVISIONSREV
REG DRAWING NUMBERPROJECT NUMBERFILE NUMBER
DATE
SENIOR DESIGNER
SCALE
REV
MINISTRY OF TRANSPORTATIONAND INFRASTRUCTURE
HIGHWAY ENGINEERINGNORTHERN REGION
CAD FILENAME
YYYY-MM-DD
YYYY-MM-DD
DESIGNED BY
QC BY
QA BY
DRAWN BY
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
YYYY-MM-DD
XXXXX-XXXX 3 NR-123-803
BRITISHCOLUMBIA
GRAVEL QUANTITIES AND HAULHIGHWAY No. 16
WILLOW RIVER INTERCHANGE
(5.0 mm)
(3.5 mm)
CONSULTANT'S LOGO
(AS SHOWN)
(3.0 mm)
(3.7 mm)
(3.5 mm)
FOR A DESCRIPTION OF NUMBERED ITEMSSEE SECTION 1220.13
