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P
A
R
K
R
D
.
PARK RD.
101 AVE.
101 S
T.
103 AVE.
102 AVE.
103 AVE.
92B
S
T
97A
S
T
98 S
T
97 AVE.
92 AVE
PA
RK
R
D
9
4
A
V
E
.
96 AVE.
95 AVE.
101 AVE.
92A
S
T.
99 AVE.
100 AVE
101 AVE
101 AVE.
96 S
T.
102 AVE.
94
S
T.
103 AVE.
95
S
T.
98 AVE.
95 S
T.
93 S
T.
99 AVE.
98 AVE.
99 AVE.
97 AVE
97 S
T.
99 S
T.
98 S
T.
94 AVE.
100 S
T.
96 AVE.
99 AVE
99 S
T
98 AVE
97 S
T.
RICHMOND (100) AVE.
R
E
S
O
U
R
C
E
S
R
D
.
101 AVE.
H
I
L
L
C
R
E
S
T
9
3
S
T
92B
S
T
91B AVE.
9
7
S
T
.
87 AVE.
H
I
G
H
L
A
N
D
S
Q
.
99B
S
T.
99A
S
T.
96A
S
T.
9
1
A
V
E
.
88 AVE.
87 AVE.
98 S
T.
9
0
A
V
E
.
99 S
T.
8
8
A
V
E
.
90 AVE.
90 AVE.
88 AVE.
89 AVE.
87 A
VE
.
91 AVE.
101 S
T.
92 AVE.
97 AVE.
96 AVE.
101 S
T.
91A AVE.
8
6
A
V
E
.
96A
S
T.
R
E
S
O
U
R
C
E
S
R
D
.
9
5
S
T
.
87 A
V
E
.
96
S
T.
92 AVE.
95 AVE.
9
8
A
S
T
.
96 AVE.
97 AVE.
94 AVE.
93 AVE.
92 AVE.
86 AVE.
100 S
T.
101 S
T.
100 S
T.
ROAD REHABILITATION AND OVERLAY PROGRAM
2019-2020 RECONSTRUCTION
SITE #30 - RESOURCES ROAD - 88 AVENUE TO 100 AVENUE
2019 DESIGN DRAWINGS
FILE NUMBER: 18GEME6062-1
REVISIONS
1
DATECOMMENTS
2
3
4
5
6
#
No. of Drawings: 12
Completion Date:
Start Date:
Road Works:
Underground:
Consultant:
Developer:
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
ENGINEERING & SURVEY
&
KEY MAP
Not to Scale
DRAWING LIST
CO-01 COVER SHEET
G-01 NOTES, LEGEND, AND ABBREVIATIONS
OVERALL CONSTRUCTION PLANS
TR-01 TRANSPORTATION OVERALL - REMOVALS
TR-02 TRANSPORTATION OVERALL - REMOVALS
TR-03 TRANSPORTATION OVERALL - PROPOSED
TR-04 TRANSPORTATION OVERALL - PROPOSED
OU-01 OVERALL UTILITIES - DEEP
OU-02 OVERALL UTILITIES - DEEP
OU-03 OVERALL UTILITIES - SHALLOW
OU-04 OVERALL UTILITIES - SHALLOW
LP-01 LINE PAINTING
LP-02 LINE PAINTING
132 AVE
10
8 S
T.
132 AVE
10
0 S
T.
116 AVE
11
6 S
T.
100 AVE
100 AVE
84 AVE 84 AVE
92
S
T.
92
S
T.
68 AVE
68 AVE
10
0 S
T.
10
0 S
T.
10
8 S
T.
10
8 S
T.
R
E
S
O
U
R
C
E
S
R
O
A
D
116 AVE
11
6 S
T.
Park
Patterson
South Patterson
West
Club
Swanavon
Royal Oaks
College
Gateway
Mission
Park
Pinnacle
Centre
Airport
Brochu
Avondale
Westpointe
Westgate
Albinati
Lakeland
Lake
Ridge
Crystal
Trumpeter
Estates
Mountview
Hillside
Smith
Countryside
Central
VLA
Industrial
Estates
Crystal
Crystal
Village
Ivy Lake
Montrose
Business
Heights
District
Highland
Place
Place
Country
Club
Estates
Country
South
Heights
Industrial
Richmond
Ridge
Park
Business
Park
West
Lake
O'Brien
Southview
Cobblestone
Northgate
Industrial
North
Countryside
Landing
Crystal
Creekside
Northridge
Signature
Falls
Riverstone
Copperwood
Woodgrove
Kingsgate
Stone Ridge
Carriage
West
Lane
Hidden Valley
Arbour Hills
Bear Creek
Highlands
Business
Park
West
Vision
Summerside
Brookfield
Trader
Ridge
10
2 S
T.
SITE LOCATION
1:10 000
CONSTRUCTION ZONE
03-05-19ISSUED FOR REVIEW
BEAIRSTO & ASSOCIATES ENGINEERING LTD.
CITY OF GRANDE PRAIRIE
05-10-19ISSUED FOR TENDER
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EXISTINGLEGEND PROPOSED
OVERHEAD POWER
GAS
STORM
WATER
POWER
SANITARY
TELEPHONE
CABLE
STREET SIGN
STREET LIGHT
POWER TRANSFORMER
POWER PEDESTAL
SERVICE WATER VALVE
MAIN WATER VALVE
VIDEO INSPECTION
RISER/CLEANOUT
SERVICE RISER
SERVICE INVERT
HYDRANT
MANHOLE / CATCHBASIN
INSULATED PIPE/SERVICE
COCO
PP
PP
POWER POLE
672.67
0.40m
SR
FENCE - SILT
SWALE
TREE
LANDSCAPED AREA
BLOW-OFF VALVE
TEST HOLE
FENCE - BOLLARD
FENCE - CHAINLINK
FENCE - WOOD
UTILITY LOT BARRIER
ROADWAY BARRICADE
PARARAMP
PARARAMP TYPE A1
CONCRETE
ASPHALT
GRAVEL
FULL DEPTH RECLAMATION (FDR)
ACP MILL
ACP OVERLAY
EXCAVATION FOR RECONSTRUCTION
MANHOLE / CATCHBASIN
AB
AC
ACP
AVE.
BC
BLVD
BOP
CB
CBMH
CI
CIP
CMP
CONC
C.Y.
DESC.
DIA.
DIP
E
EC
EL OR ELEV
EOP
EX.
FH
IE OR I.E.
ID
INV.
MAX
MH
MIN
N
NTS
NO
O.D.
PC
PCC
PT
PR.
PVC PIPE
PVI
R
RCP
R.P.
REV.
RGS
RD.
S
SALV.
SAN
SHT
STA.
ST
STR.
TYP
VF
W
ABBREVIATIONS
AGGREGATE BASE
ACRES
ASPHALT
AVENUE
BEGINNING OF CURVE
BOULEVARD
BEGINNING OF PROFILE
CATCH BASIN
CATCH BASIN MANHOLE
CAST IRON
CAST IRON PIPE
CORRUGATED METAL PIPE
CONCRETE
CUBIC YARD
DESCRIPTION
DIAMETER
DUCTILE IRON PIPE
EAST
END OF CURVE
ELEVATION
END OF PROFILE
EXISTING
FIRE HYDRANT
INVERT ELEVATION
IDENTIFICATION
INVERT
MAXIMUM
MANHOLE
MINIMUM
NORTH
NOT TO SCALE
NUMBER
OUTSIDE DIAMETER
POINT OF CURVATURE
POINT OF COMPOUND CURVATURE
POINT OF TANGENCY
PROPOSED
POLYVINYL CHLORIDE PIPE
POINT OF VERTICAL INTERSECTION
RADIUS
REINFORCED CONCRETE PIPE
RADIUS POINT
REVISION
RIGID STEEL
ROAD
SOUTH
SALVAGED
SANITARY
SHEET
STATION
STORM SEWER
STREET
TYPICAL
VERTICAL FACE
WEST
NEW STRUCTURE
EXCAVATION FOR PROPOSED CONSTRUCTION
CONCRETE SPOT REPLACEMENT
TEST HOLE
REMOVAL NOTES
1. FOR AREAS IDENTIFIED AS CONCRETE REMOVAL THE CONTRACTOR SHALL SAW CUT AT THE END OF THE REMOVAL LIMITS
THEN REMOVE AND DISPOSE OF CONCRETE WITHIN THESE AREAS.
2. FOR AREAS IDENTIFIED AS ASPHALT REMOVALS THE CONTRACTOR SHALL SAW CUT ALL ENDS AND REMOVE AND DISPOSE
OF THE MATERIAL.
3. EXCAVATIONS FOR ROAD RECONSTRUCTION : ALL AREAS IDENTIFIED FOR ROAD RECONSTRUCTION SHALL BE EXCAVATED
TO THE REQUIRED DEPTHS AS SHOWN ON "RD" DRAWINGS. ALL EXCAVATED MATERIAL SHALL BE REMOVED AND DISPOSED
OF OFFSITE BY THE CONTRACTOR.
4. DRIVEWAY/PRIVATE WALKWAYS/ENTRANCES - AS DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL SAW CUT, AND
REMOVE AND DISPOSE OF PORTIONS OF DRIVEWAYS, PRIVATE WALKWAYS OR ENTRANCES AS REQUIRED TO COMPLETE THE
PROPOSED IMPROVEMENTS. IF THE CONTRACTOR ENCOUNTERS DRIVEWAY CONSISTING OF BRICK PAVERS, THE BRICK
SHALL BE REMOVED IN SUCH A FASHION THAT THEY CAN BE SALVAGED FOR REINSTALLATION.
5. THE CONTRACTOR SHALL REMOVE AND SALVAGE ANY SIGNS NECESSARY TO COMPLETE THE PROPOSED WORK. POSTS
AND BASES WHICH ARE IN SOUND CONDITION AND MEET CURRENT CITY SPECIFICATIONS MAY ALSO BE SALVAGED FOR
REINSTALLATION.
6. AT THE DIRECTION OF THE ENGINEER AND IN COORDINATION WITH ATCO ELECTRIC, THE CONTRACTOR SHALL REMOVE
AND SALVAGE OR DISPOSE OF STREETLIGHTS NECESSARY TO COMPLETE THE PROPOSED WORK.
1. THE KNOWN COMPANIES, OWNERS AND OPERATORS WITH UTILITIES IN OR NEAR THE CONSTRUCTION BOUNDARY
INCLUDE:
TELUS COMMUNICATIONS
(CRAIG BURSKOV) 1-780-538-8549
ATCO GAS
(ROB DINGELDEIN) 1-780-539-2400
ATCO ELECTRIC
(ANNA LACASSE) 1-780-538-7018
EASTLINK COMMUNICATIONS
(LES KEMP) 1-780-518-6158
2. ADJUSTMENT OF UTILITIES MAY OCCUR CONCURRENTLY WITH THE PROPOSED CONSTRUCTION. DEPENDENT ON THE
MAGNITUDE AND DEGREE OF ADJUSTMENTS REQUIRED, THE WORK MAY NOT BE COMPLETED UNTIL THE LATTER STAGES OF
CONSTRUCTION OPERATIONS. IN THAT EVENT, THE CONTRACTOR SHALL BE REQUIRED TO ARRANGE THEIR OPERATION
CLEAR OF THOSE UTILITIES UNTIL THE ADJUSTMENTS ARE COMPLETE.
3. THE CONTRACTOR SHALL ENSURE THAT ALL SHALLOW UTILITIES ARE LOCATED, PROTECTED AND/OR RESTORED AS PER
THE DIRECTION OF THE SHALLOW UTILITY COMPANIES. AS SUCH THE CONTRACTOR IS REQUIRED TO WORK CLOSELY WITH
THE SHALLOW UTILITY COMPANIES THROUGHOUT THE PROJECT.
4. THE CONTRACTOR SHALL HAVE ALL ABOVE AND UNDERGROUND UTILITIES AND PIPELINES LOCATED, AND DEPTHS OF
COVERAGE VERIFIED VIA HYDROVAC PRIOR TO CONSTRUCTION.
SHALLOW UTILITY NOTES
DEEP UTILITY NOTES - SANITARY SEWER AND WATER MAINS
1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COMPLETE A PRE-CONSTRUCTION INSPECTION WITH
BOTH THE ENGINEER AND AQUATERA UTILITIES. FOR CONCERNS REGARDING LOCATION OF EXISTING
UTILITIES CONTACT AQUATERA DIRECTLY (780-882-7800, [email protected]).
2. ALL EXISTING AQUATERA INFRASTRUCTURE REQUIRING ADJUSTMENT TO NEW GRADES TO BE
COMPLETED AS PER CURRENT AQUATERA STANDARDS AND WILL ALSO BE INSPECTED AT FAC.
3. ALL SANITARY MANHOLES WITHIN THE CONSTRUCTION BOUNDARY SHALL BE ADJUSTED TO THE
PROPOSED GRADE. REMOVE EXISTING FRAME AND COVER AND GRADE RINGS. ADJUST RIM TO PROPOSED
GRADE WITH NEW GRADE RINGS AND INSTALL NEW OR EXISTING FRAME AND COVER AS DIRECTED BY THE
ENGINEER.
4. WATER VALVES SHALL BE ADJUSTED TO PROPOSED GRADE AS DIRECTED BY THE ENGINEER. THE
CONTRACTOR MAY BE REQUIRED TO INSTALL A LIFTER RING.
CONSTRUCTION NOTES
1. INFORMATION WITHIN THIS DRAWING SET WHICH PERTAINS TO EXISTING STRUCTURES MAY BE INCOMPLETE OR IN ERROR.
THE CONTRACTOR SHALL VERIFY ALL SUCH INFORMATION PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES.
2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE TO THE LATEST VERSION OF THE CITY OF GRANDE PRAIRIE
CONSTRUCTION MANUAL.
3. REFER TO "XS" DRAWING FOR PROPOSED CROSS-SECTIONS.
4. ALL ITEMS SHALL BE CONSTRUCTED AS PER THE STANDARD DETAILS SHOWN IN THE CITY OF GRANDE PRAIRIE
CONSTRUCTION MANUAL UNLESS SHOWN OTHERWISE IN THIS DRAWING SET OR AS DIRECTED BY THE ENGINEER.
5. COMMERCIAL ACCESS/LANE CROSSING : THE CONTRACTOR SHALL INSTALL DROPPED REINFORCED CURB AND GUTTER AT
ALL COMMERCIAL ACCESS AND LANE CROSSINGS.
6. CONCRETE APRONS : THE CONTRACTOR SHALL SUPPLY AND INSTALL 200mm THICK REINFORCED CONCRETE SLAB ON
150mm THICK GRAVEL BASE (20mm CRUSH), COMPACTED TO 98%SPD. THE SLAB SHALL BE REINFORCED WITH 10M REBAR
PLACED AT 300mm ON CENTER IN BOTH DIRECTIONS.
7. DRIVEWAY/PRIVATE WALKWAYS/ENTRANCES : AS DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL RESTORE
EXISTING DRIVEWAYS AND WALKWAYS TO THE FOLLOWING:
a. CONCRETE DRIVEWAY/WALKWAY : SUPPLY AND INSTALL 150mm THICK CONCRETE SLAB ON 150mm THICK GRAVEL BASE
(20mm CRUSH). COMPACTED TO 98% SPD. THE SLAB SHALL BE REINFORCED WITH 10M BARS AT 400mm ON CENTER OR WITH
152mmx152mm NV22.6/NV22.6 WIRE MESH. THE SLAB SHALL BE DOWELED INTO THE EXISTING DRIVEWAY WITH 10M BARS.
NOTE THE SLAB SHALL NOT BE CONNECTED TO THE SIDEWALK AND MUST BE POURED SEPARATELY.
b. ASPHALT DRIVEWAYS/WALKWAYS - SUPPLY AND PLACE 75mm ACP SURFACE ON 200mm GRAVEL BASE (20mm CRUSH)
COMPACTED TO 100% SPD, PLACED ON FILTER CLOTH.
c. GRAVEL DRIVEWAYS/WALKWAYS - SUPPLY AND PLACE 150mm OF 20mm CRUSH GRAVEL COMPACTED TO 98% SPD.
d. BRICK DRIVEWAYS/WALKWAYS - REPLACE SALVAGED PAVING BRICKS ON 150MM GRAVEL BASE (20mm CRUSH) COMPACTED
TO 98% SPD WITH 50mm OF LEVELING SAND.
8. CONTRACTOR SHALL RE-INSTALL ANY SIGNS THAT ARE REMOVED DURING CONSTRUCTION TO THEIR ORIGINAL POSITION,
OR AS DIRECTED BY THE ENGINEER. THESE SIGNS, POSTS AND BASES SHALL BE INSTALLED TO LATEST CONSTRUCTION
GUIDELINES.
9. CONTRACTOR SHALL ENSURE THAT INSTALLATION OF ALL ELECTRICAL CONDUIT AND SURFACE INFRASTRUCTURE SHALL
CONFORM TO CURRENT ATCO ELECTRIC CONSTRUCTION STANDARDS.
10. CONTRACTOR SHALL INSTALL GLASS GRID OVER ALL SAW CUT ACP JOINTS, BETWEEN FIRST AND SECOND LIFT OF ACP.
11. FOR AREAS SHOWN AS CONCRETE SPOT REPLACEMENTS, THE CONTRACTOR SHALL MATCH SIZE AND PROFILE OF
EXISTING CURB, GUTTER AND SIDEWALK.
12. DEEP STRENGTH ASPHALT PATCHING: AREAS REQUIRING DEEP STRENGTH ASPHALT PATCHING SHALL BE MARKED BY THE
ENGINEER. THE CONTRACTOR SHALL REMOVE THE ASPHALT SURFACE AND SUB-SURFACE TO A DEPTH OF 150mm BELOW
FINAL LIFT OF ACP. THIS AREA WILL THEN BE FILLED WITH ACP COMPACTED TO THE APPROVAL OF THE ENGINEER.
13. CONTRACTOR TO ENSURE THAT ALL TREES IN THE WORK AREA ARE PROTECTED DURING CONSTRUCTION. FOR ALL
WORK PERFORMED WITHIN 3.0m OF TREE DRIP LINE, CONTRACTOR SHALL CONTACT THE CITY ARBORIST LEAD HAND (LISA
REHALUK 780-512-6560) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION.
14. UNLESS OTHERWISE NOTED, ALL LONGITUDINAL PAVEMENT MARKINGS TO BE ESTABLISHED WITH PAINT AND ALL LATERAL,
GORE AND DIRECTIONAL ARROWS TO BE ESTABLISHED AS THERMOPLASTIC MARKINGS.
DEEP UTILITY NOTES - STORM SEWER
1. CATCH BASIN AND MANHOLE REPAIRS:
i. TYPE 1 - REMOVE EXISTING FRAME AND COVER AND GRADE RINGS. ADJUST RIM TO PROPOSED GRADE WITH NEW GRADE
RINGS AND INSTALL NEW OR EXISTING FRAME AND COVER AS DIRECTED BY THE ENGINEER.
ii. TYPE 2 - REMOVE EXISTING FRAME AND COVER, GRADE RINGS AND SLAB TOP (CB) OR CONICAL TOP (MH). INSTALL NEW SLAB
TOP OR CONICAL TOP, ADJUST RIM TO PROPOSED GRADE WITH NEW GRADE RINGS, AND INSTALL NEW OR EXISTING FRAME
AND COVER AS DIRECTED BY THE ENGINEER.
iii. TYPE 3 (S,M,D) - REMOVE EXISTING FRAME AND COVER, GRADE RINGS, SLAB TOP (CB) OR CONICAL TOP (MH), AND BARREL
SECTIONS. INSTALL NEW BARREL SECTIONS, SLAB TOP OR CONICAL TOP, ADJUST RIM TO PROPOSED GRADE WITH NEW GRADE
RINGS AND INSTALL NEW OR EXISTING FRAME AND COVER AS DIRECTED BY THE ENGINEER.
TYPE 3S - SHALLOW REPAIR (0 TO 2.5 METERS)
TYPE 3M - MEDIUM REPAIR (2.5 TO 5.0 METERS)
TYPE 3D - DEEP REPAIR (5.0 TO 7.5 METERS)
iv. TYPE 4 (S,M,D) - REMOVE FRAME AND COVER, GRADE RINGS, SLAB TOP (CB) OR CONICAL TOP (MH) , AND ENTIRE BARREL
SECTIONS AND BASE. INSTALL NEW BARREL SECTIONS AND BASE, SLAB TOP OR CONICAL TOP, ADJUST RIM TO PROPOSED
GRADE WITH NEW GRADE RINGS, AND INSTALL NEW OR EXISTING FRAME AND COVER AS DIRECTED BY THE ENGINEER.
TYPE 4S - SHALLOW REPAIR (0 TO 2.5 METERS)
TYPE 4M - MEDIUM REPAIR (2.5 TO 5.0 METERS)
TYPE 4D - DEEP REPAIR (5.0 TO 7.5 METERS)
ALL CATCH BASIN AND CATCH BASIN MANHOLES TO HAVE 600mm SUMPS.
2. AS REQUIRED THE RUBBER NECK SEALANT SHALL BE REPLACED DURING CATCH BASIN AND MANHOLE REPAIRS.
3. WHEN REPLACING ENTIRE MANHOLES OR CATCH BASINS THE CONTRACTOR SHALL ALSO REPLACE THE PIPE (EXTENDING
BEYOND THE MANHOLE EXCAVATIONS- LENGTHS MAY VARY) WITH NEW PVC PIPE OF THE SAME INSIDE DIAMETER. IF NEEDED
THE CONTRACTOR MAY USE A FURNCO COUPLER TO CONNECT THE PIPES. THE LINE SHALL BE VIDEO INSPECTED TO THE
UPSTREAM OR DOWNSTREAM MANHOLE OR AS DIRECTED BY THE ENGINEER.
4. AT THE DISCRETION OF THE ENGINEER, A SLIDING TOP SLEEVE MAY BE REQUIRED PRIOR TO PLACEMENT OF THE CATCH
BASIN FRAME AND COVER. THE SLEEVE SHALL BE INSTALLED INSIDE THE EXISTING BARREL AND BE FORMED INTO THE
CONCRETE CURB AND GUTTER.
5. BACKFILL IS COMPACTED NATIVE TO 97% SPD (300mm LIFTS) ON CLASS B-1 BEDDING UNLESS OTHERWISE NOTED. ANY
BACKFILL UNDER THE ROADS SHALL BE COMPACTED TO 100% SPD ON CLASS B-1 BEDDING (300mm LIFTS PARALLEL TO ROAD,
150mm LIFTS PERPENDICULAR TO ROAD).
6. ALL INSTALLED STORM SEWER MAINS SHALL BE VIDEO (CCTV) INSPECTED USING SIMULATED FLOWS. WHERE CONNECTIONS
ARE MADE TO EXISTING PIPES, THE LINES SHALL BE VIDEO (CCTV) INSPECTED TO THE UPSTREAM OR DOWNSTREAM MANHOLE
OR AS DIRECTED BY THE ENGINEER.
7. ALL CATCH BASINS AND CATCH BASIN MANHOLES WITHIN THE ROADWAY REQUIRE LADDER RUNGS TO BE PLACED SO USER
FACES ONCOMING TRAFFIC.
G-01
Notes, Legend, and
Abbreviations
N/A N/A
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
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LOT 5
LOT
MR6
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
CDE 9525234
CDE 9622895
13
MR1
LOT 3
LOT
N.W.1/4 SEC.24-71-6-6
CDE 9123515
3
5
AREA 4
2B
2
3
71
RLY
5
2
LOT 2
1
2A
CDE 0822732
UNIT 25
UNIT 1
UNIT 1
UNIT 2
UNIT 3
UNIT 4
UNIT 5
UNIT 6
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
UNIT 8
CDE 0828960
6
2
B
LOT
5
5
69
71
A
PUL
72
U
70
9
4
A
V
E
R
E
S
O
U
R
C
E
S
R
D
.
97 S
T.
92 AVE.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
MATCHLINE
MILL AND DISPOSE OF 50mm
OF EX. ASPHALT SURFACE
CDE 9823655
13
18
1416
3
11 12
17
5
13
1
15
B
B
8
8
24
CANADIAN NATIONAL RAILWAY
C
3
14
12
2119
16
20
15 16
17
17
1918
15
22
13
20
2322
18
14
13
21
CDE
9925072
LOT 1
1C
1
CDE 0324171
CDE 0423759
CDE 0426223
2A
1
CDE 0621157
COMMON PROPERTY
x
x
x
x
97 AVE
98 S
T.
99 AVE
98 AVE
R
O
A
D
97 S
T.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
TAPERED MILL FOR ACP TIE-IN
MILL AND DISPOSE OF 50mm
OF EX. ASPHALT SURFACE
MILL AND DISPOSE OF 50mm
OF EX. ASPHALT SURFACE
MILL EXISTING CROSSING
COORDINATE WITH RAILWAY
TR-01
1:1000 N/A
Transportation
Overall
Removals
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
NOTE:
PRIOR TO OVERLAY, MILLED SURFACE
TO BE INSPECTED BY ENGINEER AND
AREAS FOR DEEP STRENGTH ASPHALT
REPAIR MARKED. CONTRACTOR TO
COMPLETE THESE REPAIRS AS
DIRECTED BY THE ENGINEER.
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C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
R
/
W
5
5
UNIT 15
UNIT 14
UNIT 16
UNIT 17
UNIT 18
UNIT 19
UNIT 20
UNIT 21
UNIT 22
UNIT 23
UNIT 24
UNIT 25
UNIT 12
UNIT 11
UNIT 10
UNIT 9
UNIT 8
UNIT 7
UNIT 6
UNIT 5
UNIT 4
UNIT 3
UNIT 2
UNIT 1
UNIT 13
UNIT 26
CDE 0825804
60
5
7
U
49
15
19
24
19
2
17
20
58
17
6
18
20
16
5
47
7
R1
59
17
61
56
22
4
1
48
21
18
15
14
8
2
50
3
1
16
21
62U
23
18
12U
8
6
52
3
8
U
U
25
64
12
R3
30
42
66
62
46
11
31
54
27
14
44
12U
47
57
48
39
55
65
37
67
13
49
50
51
41
10
29
56
43
13
63
9
40
45
28
LOT R3
10
7
5
6
60
B
61
R3
LOT
5
5
54
53
52
58
71
U
595657
55
A
51
PUL
72
U
70
7
1MR
68A
68B
5
91B AVE.
9
7
S
T
.
A
V
E
.
8
8
A
V
E
.
91A AVE.
96A
S
T.
8
8
A
V
E
.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
MILL AND DISPOSE OF 50mm
OF EX. ASPHALT SURFACE
LIMITS OF CONSTRUCTION TO
BE COORDINATED WITH
EXTENTS OF 88 AVENUE OVERLAY PROJECT
MILL AND DISPOSE OF 50mm
OF EX. ASPHALT SURFACE
TR-02
1:1000 N/A
Transportation
Overall
Removals
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
NOTE:
PRIOR TO OVERLAY, MILLED SURFACE
TO BE INSPECTED BY ENGINEER AND
AREAS FOR DEEP STRENGTH ASPHALT
REPAIR MARKED. CONTRACTOR TO
COMPLETE THESE REPAIRS AS
DIRECTED BY THE ENGINEER.
J:\Jo
bs\2018\18G
EM
E6062-1\D
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raw
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raw
in
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-01_02.d
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, 10/05/2019 1:37:07 P
M, d
en
niss
LOT 5
LOT
MR6
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
CDE 9525234
CDE 9622895
13
MR1
LOT 3
LOT
N.W.1/4 SEC.24-71-6-6
CDE 9123515
3
5
AREA 4
2B
2
3
71
RLY
5
2
LOT 2
1
2A
CDE 0822732
UNIT 25
UNIT 1
UNIT 1
UNIT 2
UNIT 3
UNIT 4
UNIT 5
UNIT 6
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
UNIT 8
CDE 0828960
6
2
B
LOT
5
5
69
71
A
PUL
72
U
70
9
4
A
V
E
R
E
S
O
U
R
C
E
S
R
D
.
97 S
T.
92 AVE.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
MATCHLINE
OVERLAY WITH 60mm ACP MIX
TYPE ACO 12.5 (PG 58-37)
C/W ANTISTRIPPING ADDITIVE
RE-ESTABLISH ALL THERMO MARKINGS
APPLY ACP LEVELLING
COURSE AS REQUIRED
WHERE DIRECTED BY
THE ENGINEER
OVERLAY WITH 60mm ACP MIX
TYPE ACO 12.5 (PG 58-37)
C/W ANTISTRIPPING ADDITIVE
RE-ESTABLISH ALL THERMO MARKINGS
APPLY ACP LEVELLING
COURSE AS REQUIRED
WHERE DIRECTED BY
THE ENGINEER
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
CDE 9823655
13
18
1416
3
11 12
17
5
13
1
15
B
B
8
8
24
CANADIAN NATIONAL RAILWAY
C
3
14
12
2119
16
20
15 16
17
17
1918
15
22
13
20
2322
18
14
13
21
CDE
9925072
LOT 1
1C
1
CDE 0324171
CDE 0423759
CDE 0426223
2A
1
CDE 0621157
COMMON PROPERTY
x
x
x
x
97 AVE
98 S
T.
99 AVE
98 AVE
R
O
A
D
97 S
T.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
OVERLAY WITH 60mm ACP MIX
TYPE ACO 12.5 (PG 58-37)
C/W ANTISTRIPPING ADDITIVE
OVERLAY WITH 60mm ACP MIX
TYPE ACO 12.5 (PG 58-37)
C/W ANTISTRIPPING ADDITIVE
RE-ESTABLISH ALL THERMO MARKINGS
APPLY ACP LEVELLING
COURSE AS REQUIRED
WHERE DIRECTED BY
THE ENGINEER
MATCH EXISTING
MATCH EXISTING
MATCH EXISTING
TR-03
1:1000 N/A
Transportation
Overall
Proposed
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
J:\Jo
bs\2018\18G
EM
E6062-1\D
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n\3 - D
raw
in
gs\Site 30\3 - D
raw
in
gs\TR
-03_04.d
wg
, 10/05/2019 1:37:15 P
M, d
en
niss
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
R
/
W
5
5
UNIT 15
UNIT 14
UNIT 16
UNIT 17
UNIT 18
UNIT 19
UNIT 20
UNIT 21
UNIT 22
UNIT 23
UNIT 24
UNIT 25
UNIT 12
UNIT 11
UNIT 10
UNIT 9
UNIT 8
UNIT 7
UNIT 6
UNIT 5
UNIT 4
UNIT 3
UNIT 2
UNIT 1
UNIT 13
UNIT 26
CDE 0825804
60
5
7
U
49
15
19
24
19
2
17
20
58
17
6
18
20
16
5
47
7
R1
59
17
61
56
22
4
1
48
21
18
15
14
8
2
50
3
1
16
21
62U
23
18
12U
8
6
52
3
8
U
U
25
64
12
R3
30
42
66
62
46
11
31
54
27
14
44
12U
47
57
48
39
55
65
37
67
13
49
50
51
41
10
29
56
43
13
63
9
40
45
28
LOT R3
10
7
5
6
60
B
61
R3
LOT
5
5
54
53
52
58
71
U
595657
55
A
51
PUL
72
U
70
7
1MR
68A
68B
5
91B AVE.
9
7
S
T
.
A
V
E
.
8
8
A
V
E
.
91A AVE.
96A
S
T.
8
8
A
V
E
.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
OVERLAY WITH 60mm ACP MIX
TYPE ACO 12.5 (PG 58-37)
C/W ANTISTRIPPING ADDITIVE
RE-ESTABLISH ALL THERMO MARKINGS
LIMITS OF CONSTRUCTION TO
BE COORDINATED WITH
EXTENTS OF 88 AVENUE OVERLAY PROJECT
APPLY ACP LEVELLING
COURSE AS REQUIRED
WHERE DIRECTED BY
THE ENGINEER
MATCH EXISTING
MATCH EXISTING
TR-04
1:1000 N/A
Transportation
Overall
Proposed
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
J:\Jo
bs\2018\18G
EM
E6062-1\D
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raw
in
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raw
in
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-03_04.d
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, 10/05/2019 1:37:22 P
M, d
en
niss
LOT 5
LOT
MR6
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
CDE 9525234
CDE 9622895
13
MR1
LOT 3
LOT
N.W.1/4 SEC.24-71-6-6
CDE 9123515
3
5
AREA 4
2B
2
3
71
RLY
5
2
LOT 2
1
2A
CDE 0822732
UNIT 25
UNIT 1
UNIT 1
UNIT 2
UNIT 3
UNIT 4
UNIT 5
UNIT 6
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
UNIT 8
CDE 0828960
6
2
B
LOT
5
5
69
71
A
PUL
72
U
70
9
4
A
V
E
R
E
S
O
U
R
C
E
S
R
D
.
97 S
T.
92 AVE.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
MATCHLINE
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
ADJUST ALL MANHOLE
RIMS TO MATCH FINAL
GRADE, TYP.
ADJUST ALL MANHOLE
RIMS TO MATCH FINAL
GRADE, TYP.
CDE 9823655
13
18
1416
3
11 12
17
5
13
1
15
B
B
8
8
24
CANADIAN NATIONAL RAILWAY
C
3
14
12
2119
16
20
15 16
17
17
1918
15
22
13
20
2322
18
14
13
21
CDE
9925072
LOT 1
1C
1
CDE 0324171
CDE 0423759
CDE 0426223
2A
1
CDE 0621157
COMMON PROPERTY
x
x
x
x
97 AVE
98 S
T.
99 AVE
98 AVE
R
O
A
D
97 S
T.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
ADJUST ALL MANHOLE
RIMS TO MATCH FINAL
GRADE, TYP.
OU-01
1:1000 N/A
Overall Utilities
Deep
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
J:\Jo
bs\2018\18G
EM
E6062-1\D
esig
n\3 - D
raw
in
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raw
in
gs\O
U-01_02.d
wg
, 10/05/2019 1:37:30 P
M, d
en
niss
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
R
/
W
5
5
UNIT 15
UNIT 14
UNIT 16
UNIT 17
UNIT 18
UNIT 19
UNIT 20
UNIT 21
UNIT 22
UNIT 23
UNIT 24
UNIT 25
UNIT 12
UNIT 11
UNIT 10
UNIT 9
UNIT 8
UNIT 7
UNIT 6
UNIT 5
UNIT 4
UNIT 3
UNIT 2
UNIT 1
UNIT 13
UNIT 26
CDE 0825804
60
5
7
U
49
15
19
24
19
2
17
20
58
17
6
18
20
16
5
47
7
R1
59
17
61
56
22
4
1
48
21
18
15
14
8
2
50
3
1
16
21
62U
23
18
12U
8
6
52
3
8
U
U
25
64
12
R3
30
42
66
62
46
11
31
54
27
14
44
12U
47
57
48
39
55
65
37
67
13
49
50
51
41
10
29
56
43
13
63
9
40
45
28
LOT R3
10
7
5
6
60
B
61
R3
LOT
5
5
54
53
52
58
71
U
595657
55
A
51
PUL
72
U
70
7
1MR
68A
68B
5
91B AVE.
9
7
S
T
.
A
V
E
.
8
8
A
V
E
.
91A AVE.
96A
S
T.
8
8
A
V
E
.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
CATCH BASIN REPAIR
TYPE 1
ADJUST ALL MANHOLE
RIMS TO MATCH FINAL
GRADE, TYP.
ADJUST ALL MANHOLE
RIMS TO MATCH FINAL
GRADE, TYP.
OU-02
1:1000 N/A
Overall Utilities
Deep
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
J:\Jo
bs\2018\18G
EM
E6062-1\D
esig
n\3 - D
raw
in
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raw
in
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U-01_02.d
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, 10/05/2019 1:37:37 P
M, d
en
niss
LOT 5
LOT
MR6
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
CDE 9525234
CDE 9622895
13
MR1
LOT 3
LOT
N.W.1/4 SEC.24-71-6-6
CDE 9123515
3
5
AREA 4
2B
2
3
71
RLY
5
2
LOT 2
1
2A
CDE 0822732
UNIT 25
UNIT 1
UNIT 1
UNIT 2
UNIT 3
UNIT 4
UNIT 5
UNIT 6
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
UNIT 8
CDE 0828960
6
2
B
LOT
5
5
69
71
A
PUL
72
U
70
9
4
A
V
E
R
E
S
O
U
R
C
E
S
R
D
.
97 S
T.
92 AVE.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
MATCHLINE
UTILITY CROSSING
UTILITY CROSSING
UTILITY CROSSING
UTILITY CROSSING
UTILITY CROSSING
CDE 9823655
13
18
1416
3
11 12
17
5
13
1
15
B
B
8
8
24
CANADIAN NATIONAL RAILWAY
C
3
14
12
2119
16
20
15 16
17
17
1918
15
22
13
20
2322
18
14
13
21
CDE
9925072
LOT 1
1C
1
CDE 0324171
CDE 0423759
CDE 0426223
2A
1
CDE 0621157
COMMON PROPERTY
x
x
x
x
97 AVE
98 S
T.
99 AVE
98 AVE
R
O
A
D
97 S
T.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
UTILITY CROSSING
UTILITY CROSSING
UTILITY CROSSING
UTILITY CROSSING
OU-03
1:1000 N/A
Overall Utilities
Shallow
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
NOTE:
1. INFORMATION SHOWN HAS BEEN PROVIDED BY THE
VARIOUS SHALLOW UTILITY COMPANIES AND ONLY
INDICATES APPROXIMATE LOCATIONS. CONTRACTOR
SHALL BE RESPONSIBLE TO HAVE ALL UTILITIES
LOCATED PRIOR TO CONSTRUCTION. SHEET G-01
CONTAINS CONTACT INFORMATION FOR THE SHALLOW
UTILITIES THAT ARE KNOWN TO HAVE
INFRASTRUCTURE WITHIN THE CONSTRUCTION LIMITS.
2. ALL CORRESPONDING SHALLOW UTILITY
CONSTRUCTION TO BE COMPLETED BY THE
RESPECTIVE OWNERS. THE CONTRACTOR SHALL BE
AWARE THAT SOME OF THIS WORK MAY OCCUR
DURING THE PROPOSED ROAD RECONSTRUCTION.
J:\Jo
bs\2018\18G
EM
E6062-1\D
esig
n\3 - D
raw
in
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raw
in
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, 10/05/2019 1:37:45 P
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en
niss
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
R
/
W
5
5
UNIT 15
UNIT 14
UNIT 16
UNIT 17
UNIT 18
UNIT 19
UNIT 20
UNIT 21
UNIT 22
UNIT 23
UNIT 24
UNIT 25
UNIT 12
UNIT 11
UNIT 10
UNIT 9
UNIT 8
UNIT 7
UNIT 6
UNIT 5
UNIT 4
UNIT 3
UNIT 2
UNIT 1
UNIT 13
UNIT 26
CDE 0825804
60
5
7
U
49
15
19
24
19
2
17
20
58
17
6
18
20
16
5
47
7
R1
59
17
61
56
22
4
1
48
21
18
15
14
8
2
50
3
1
16
21
62U
23
18
12U
8
6
52
3
8
U
U
25
64
12
R3
30
42
66
62
46
11
31
54
27
14
44
12U
47
57
48
39
55
65
37
67
13
49
50
51
41
10
29
56
43
13
63
9
40
45
28
LOT R3
10
7
5
6
60
B
61
R3
LOT
5
5
54
53
52
58
71
U
595657
55
A
51
PUL
72
U
70
7
1MR
68A
68B
5
91B AVE.
9
7
S
T
.
A
V
E
.
8
8
A
V
E
.
91A AVE.
96A
S
T.
8
8
A
V
E
.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
UTILITY CROSSING
UTILITY CROSSING
OU-04
1:1000 N/A
Overall Utilities
Shallow
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
NOTE:
1. INFORMATION SHOWN HAS BEEN PROVIDED BY THE
VARIOUS SHALLOW UTILITY COMPANIES AND ONLY
INDICATES APPROXIMATE LOCATIONS. CONTRACTOR
SHALL BE RESPONSIBLE TO HAVE ALL UTILITIES
LOCATED PRIOR TO CONSTRUCTION. SHEET G-01
CONTAINS CONTACT INFORMATION FOR THE SHALLOW
UTILITIES THAT ARE KNOWN TO HAVE
INFRASTRUCTURE WITHIN THE CONSTRUCTION LIMITS.
2. ALL CORRESPONDING SHALLOW UTILITY
CONSTRUCTION TO BE COMPLETED BY THE
RESPECTIVE OWNERS. THE CONTRACTOR SHALL BE
AWARE THAT SOME OF THIS WORK MAY OCCUR
DURING THE PROPOSED ROAD RECONSTRUCTION.
J:\Jo
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LOT 5
LOT
MR6
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
CDE 9525234
CDE 9622895
13
MR1
LOT 3
LOT
N.W.1/4 SEC.24-71-6-6
CDE 9123515
3
5
AREA 4
2B
2
3
71
RLY
5
2
LOT 2
1
2A
CDE 0822732
UNIT 25
UNIT 1
UNIT 1
UNIT 2
UNIT 3
UNIT 4
UNIT 5
UNIT 6
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
U
N
I
T
7
UNIT 8
CDE 0828960
6
2
B
LOT
5
5
69
71
A
PUL
72
U
70
9
4
A
V
E
R
E
S
O
U
R
C
E
S
R
D
.
97 S
T.
92 AVE.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
MATCHLINE
RE-ESTABLISH ALL THERMO MARKINGS
RE-ESTABLISH ALL THERMO MARKINGS
CDE 9823655
13
18
1416
3
11 12
17
5
13
1
15
B
B
8
8
24
CANADIAN NATIONAL RAILWAY
C
3
14
12
2119
16
20
15 16
17
17
1918
15
22
13
20
2322
18
14
13
21
CDE
9925072
LOT 1
1C
1
CDE 0324171
CDE 0423759
CDE 0426223
2A
1
CDE 0621157
COMMON PROPERTY
x
x
x
x
97 AVE
98 S
T.
99 AVE
98 AVE
R
O
A
D
97 S
T.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
RE-ESTABLISH ALL THERMO MARKINGS
RE-ESTABLISH ALL THERMO MARKINGS
RE-ESTABLISH ALL THERMO MARKINGS
LP-01
1:1000 N/A
Line Painting
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
J:\Jo
bs\2018\18G
EM
E6062-1\D
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raw
in
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raw
in
gs\LP
-01_02.d
wg
, 10/05/2019 1:38:00 P
M, d
en
niss
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
C
A
N
A
D
I
A
N
N
A
T
I
O
N
A
L
R
A
I
L
W
A
Y
R
/
W
5
5
UNIT 15
UNIT 14
UNIT 16
UNIT 17
UNIT 18
UNIT 19
UNIT 20
UNIT 21
UNIT 22
UNIT 23
UNIT 24
UNIT 25
UNIT 12
UNIT 11
UNIT 10
UNIT 9
UNIT 8
UNIT 7
UNIT 6
UNIT 5
UNIT 4
UNIT 3
UNIT 2
UNIT 1
UNIT 13
UNIT 26
CDE 0825804
60
5
7
U
49
15
19
24
19
2
17
20
58
17
6
18
20
16
5
47
7
R1
59
17
61
56
22
4
1
48
21
18
15
14
8
2
50
3
1
16
21
62U
23
18
12U
8
6
52
3
8
U
U
25
64
12
R3
30
42
66
62
46
11
31
54
27
14
44
12U
47
57
48
39
55
65
37
67
13
49
50
51
41
10
29
56
43
13
63
9
40
45
28
LOT R3
10
7
5
6
60
B
61
R3
LOT
5
5
54
53
52
58
71
U
595657
55
A
51
PUL
72
U
70
7
1MR
68A
68B
5
91B AVE.
9
7
S
T
.
A
V
E
.
8
8
A
V
E
.
91A AVE.
96A
S
T.
8
8
A
V
E
.
R
E
S
O
U
R
C
E
S
R
D
.
MATCHLINE
RE-ESTABLISH ALL THERMO MARKINGS
RE-ESTABLISH ALL THERMO MARKINGS
RE-ESTABLISH ALL THERMO MARKINGS
LP-02
1:1000 N/A
Line Painting
PROJECT NUMBER:
HOR. VERT.
PROJECT ENGINEER:
SCALES
DRAWN BY:
C. Beairsto, P.Eng.
D. Schmidt, P. Eng.
18GEME6062-1
CITY OF GRANDE PRAIRIE
Road Rehabilitation and
Overlay Program
2019-2020 Re-Construction
Resources Road
(88 Ave - 100 Ave)
REVISIONS
1
2
3
4
- -
10940 - 92 Avenue,Grande Prairie, AB T8V 6B5
P: 780 532 4919 F: 780 532 4739
COPYRIGHT 2019 BEAIRSTO & ASSOCIATES ENGINEERING LTD.
DESIGN ENGINEER: R. Leach, P.Eng.
ENGINEERING & SURVEY
&
The Association of Professional Engineers
and Geoscientists of Alberta
PERMIT TO PRACTICE
PERMIT NUMBER: P 243
ISSUED FOR REVIEW 03-05-19
ISSUED FOR TENDER 05-10-19
- -
J:\Jo
bs\2018\18G
EM
E6062-1\D
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raw
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-01_02.d
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, 10/05/2019 1:38:07 P
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