PLOT DATE: March 21, 2018
GENERAL NOTES 1. 2. 3.
SEWAGE LAGOON SITE
NW 1/4 27-50-24-4 712
SAVED BY: CFUNDYTUS
.50
712 .0
4. 5. 6.
711 .50
7.
711 .0
8. 9.
X X
710 .50
X
71 2.5
0
10.
71
0.5
X
0
71 1.0 71 1.5 0
25
26
27
28 PUL
29
[6004]
[6006]
[6008]
[6010]
BLK 1
X
11. 12. 13.
ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE FROM FACE OF CURB. ALL EXISTING UTILITY LOCATIONS MAY NOT BE SHOWN. ANY EXISTING UTILITIES THAT ARE SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF LOCATION AND PROTECTION OF ALL EXISTING UTLITIES, WHETHER SHOWN ON THE DRAWINGS OR NOT. CONTACT ALBERTA ONE-CALL AT 1-800-242-3447 PRIOR TO ANY CONSTRUCTION. CONTACT DIG SHAW AT 1-866-344-7429 PRIOR TO ANY CONSTRUCTION. CONTACT THE TOWN OF BEAUMONT PUBLIC WORKS DEPARTMENT PRIOR TO ANY EXPOSURE AND CONNECTION TO EXISTING INFRASTRUCTURE. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ANY PARTY REQUIRING A CROSSING AGREEMENT AND TO RESPECT ALL CROSSING AGREEMENT REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE NOTICE TO ANY EFFECTED PRIVATE OR PUBLIC SECTOR REGARDING MUNICIPAL SERVICE AND/OR ACCESS DISRUPTIONS. ALL DISTURBED AREAS ARE TO BE REPAIRED, REPLACED AND/OR LANDSCAPED TO NEW CONDITION. CONCRETE OR ASPHALT REPAIRS SHALL BE CUT AND SQUARED TO THE SATISFACTION OF THE RESIDENT ENGINEER. LANDSCAPED REPAIRS ARE TO BE TOPSOILED AND SEEDED TO A MINIMUM DEPTH OF 75mm AND MAINTAIN POSITIVE DRAINAGE. ADJUST ALL EXISTING MANHOLES, VALVES AND CATCHBASINS (WHERE APPLICABLE) AS REQUIRED TO SUIT PROPOSED ROAD WORKS. EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE REMOVED AND REPLACED AS REVIEWED. TIE IN TO EXISTING DRIVEWAY TO SUIT PROPOSED ROAD WORKS. CONTRACTOR TO ENSURE SMOOTH TRANSITION BETWEEN PAVED SURFACES.
LEGEND
711.0
30
13 X
BLK 3
EOA
EXST EOA
GRAVEL SURFACE
[6012]
EXST 6.1m - 300mm CULVERT W INV - (710.35) E INV - (710.53)
) 47 0. 1 (7
[3617]
[3619]
EXISTING
PAVED SURFACE
X
14
PROPOSED
EDGE OF ASPHALT (EOA) EDGE OF GRAVEL (EOG) STRAIGHT FACE CURB AND GUTTER ROLLED FACE CURB AND GUTTER
X
[3615]
RFCG
EXST RFCG (780.77)
TOP / TOE OF SLOPE
44 MR
DITCH BOTTOM
X
X
15
EXST EOG EXST SFCG
780.77
SPOT ELEVATION
12
EOG SFCG
FENCE
[3620]
X
OVERHEAD POWER (OH-P)
X
X
71 0. 62
[6014]
X OH-P
OH-P
LIGHT STANDARD (LS) TRANSFORMER (TRANS) PEDESTAL (PED)
X
X
11
X OH-P
POWER POLE w/ GUY WIRE (PP)
38 AVENUE
31
OH-P
MANHOLE (MH)
[3613]
CATCHBASIN MANHOLE (CBMH)
X
CATCHBASIN (CB)
X
16
WATER VALVE (VAL)
[3618]
FIRE HYDRANT (HYD)
X
CULVERT
X
DITCH FLOW
36 [3610]
TREES
X
X 0. 78
10
LIMIT OF CONSTRUCTION
32
71
[3611]
[6011]
17 X
X
[3616]
PAINTLINES
REMOVE & REPLACE
R&R
MUNICIPAL ADDRESS
[44] 711
MAJOR CONTOUR (1m INTERVAL)
711.5
MINOR CONTOUR (0.5m INTERVAL)
X
*CONTOURS FROM SURVEY ON OCTOBER 2017
X
35 33 71 0. 89
9
[3614]
[6007]
[6009]
X
X
18
[6005]
34
37 [3608]
[3609] X
71 0 1.5
X
19
01 1. 71
X X
X
.0
71
2 71
X
8
1.0
1. 04
.50
X
X
71 71 1
[3612]
BLK 1
X
[3607]
X
X X
X
X
X
X
X
X
X
X
m
38
712.0
[3606]
0
4
8
SCALE 1:400
12
1. 19 X
X
71 1. 35
71 X
X
X
(711
711.50
X
X
X
X
X
X
X
.60)
X
X
INSTALL 166.1m - 0.50m WIDE CONCRETE SWALE @ 0.68% X X X
X
7
X
712.50
X
[3605]
39
X
STR
[3604]
X
T EE
X
21 [3608]
[6010]
3 [6008]
2 [6006]
1
03
22
ISSUED FOR TENDER
A
18
03
13
ISSUED FOR APPROVAL
REV
Y
M
D
REVISION DESCRIPTION
DRN
SUPV
DES
CHK
ENG
APP
[6004]
X
4
18
713.0
6 [3603]
B
X
BLK 3 X
X
40
22
[3602]
[3606] X
44 MR X
FILENAME: 215-18010-M105.DWG
X
20 [3610]
.48 711
61
SOURCE: W:\0215-TOWN OF BEAUMONT\0215-18010-2018 NEIGHBOURHOOD RENEWAL\3.0 DESIGN PROCESS\3.3 ACAD\3.3.3 WORKING DRAWINGS
X
43 MR
HATCHED AREA INDICATES POTENTIAL LANDSCAPING AREA TO BE RE-WORKED TO PROMOTE POSITIVE DRAINAGE TOWARDS SWALE. LANDSCAPING LIMITS TO BE CONFIRMED WITH THE TOWN OF BEAUMONT.
5 [3601]
PERMIT
X
ENGINEER
712.50
EXST RFCG
23 [3604]
SELECT ENGINEERING CONSULTANTS LTD. 100, 17413 107 AVENUE NW EDMONTON AB T5S 1E5 CANADA TEL 780 651 5777 FAX 780 651 5757 www.selecteng.ca
36 AVENUE
34
TOWN OF BEAUMONT 2018 NEIGHBOURHOOD RENEWAL
[3224]
24 [3602]
4 [3222]
1 [6009]
35
41
2 [6007]
3
OVERALL PLAN FOUR SEASONS TRAIL DRAINAGE REMEDIATION
[6005]
BLK 2
[3209]
DRAWING
[3226]
5 [3220]
215-18010-M105
© THIS DOCUMENT IS COPYRIGHT - NO REPRODUCTION IN WHOLE OR IN PART IS PERMITTED WITHOUT THE WRITTEN PERMISSION OF SELECT ENGINEERING CONSULTANTS LTD. - AN ELECTRONIC DATA LICENSE IS REQUIRED FOR DIGITAL VERSION OF THIS DOCUMENT.
PLOT DATE: March 21, 2018
X
GENERAL NOTES 17 [3601] [3602]
[6004]
[6006]
[6008]
40
X
4
1
2
3
BLK 1
BLK 3
[6010]
1. 2. 3.
SAVED BY: CFUNDYTUS
X
4. 5. 6.
X
X 7. 8. 9.
EXST RFCG
16 [3225]
10. 11. 12. 13.
36 AVENUE
ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE FROM FACE OF CURB. ALL EXISTING UTILITY LOCATIONS MAY NOT BE SHOWN. ANY EXISTING UTILITIES THAT ARE SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF LOCATION AND PROTECTION OF ALL EXISTING UTLITIES, WHETHER SHOWN ON THE DRAWINGS OR NOT. CONTACT ALBERTA ONE-CALL AT 1-800-242-3447 PRIOR TO ANY CONSTRUCTION. CONTACT DIG SHAW AT 1-866-344-7429 PRIOR TO ANY CONSTRUCTION. CONTACT THE TOWN OF BEAUMONT PUBLIC WORKS DEPARTMENT PRIOR TO ANY EXPOSURE AND CONNECTION TO EXISTING INFRASTRUCTURE. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ANY PARTY REQUIRING A CROSSING AGREEMENT AND TO RESPECT ALL CROSSING AGREEMENT REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE NOTICE TO ANY EFFECTED PRIVATE OR PUBLIC SECTOR REGARDING MUNICIPAL SERVICE AND/OR ACCESS DISRUPTIONS. ALL DISTURBED AREAS ARE TO BE REPAIRED, REPLACED AND/OR LANDSCAPED TO NEW CONDITION. CONCRETE OR ASPHALT REPAIRS SHALL BE CUT AND SQUARED TO THE SATISFACTION OF THE RESIDENT ENGINEER. LANDSCAPED REPAIRS ARE TO BE TOPSOILED AND SEEDED TO A MINIMUM DEPTH OF 75mm AND MAINTAIN POSITIVE DRAINAGE. ADJUST ALL EXISTING MANHOLES, VALVES AND CATCHBASINS (WHERE APPLICABLE) AS REQUIRED TO SUIT PROPOSED ROAD WORKS. EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE REMOVED AND REPLACED AS REVIEWED. TIE IN TO EXISTING DRIVEWAY TO SUIT PROPOSED ROAD WORKS. CONTRACTOR TO ENSURE SMOOTH TRANSITION BETWEEN PAVED SURFACES.
LEGEND
PROPOSED
EXISTING
EOA
EXST EOA
PAVED SURFACE GRAVEL SURFACE SIDEWALK / CURB RAMP R&R EXST SIDEWALK TOPSOIL AND SEED EDGE OF ASPHALT (EOA) EDGE OF GRAVEL (EOG) STRAIGHT FACE CURB AND GUTTER ROLLED FACE CURB AND GUTTER
[3223]
EXST EOG EXST SFCG
RFCG
EXST RFCG (780.77)
780.77
SPOT ELEVATION
15
EOG SFCG
TOP / TOE OF SLOPE DITCH BOTTOM
4
FENCE
[3222]
X
OVERHEAD POWER (OH-P)
OH-P
X OH-P
X OH-P
OH-P
POWER POLE w/ GUY WIRE (PP)
41
LIGHT STANDARD (LS)
[3209]
TRANSFORMER (TRANS) PEDESTAL (PED) MANHOLE (MH) CATCHBASIN MANHOLE (CBMH) CATCHBASIN (CB)
2
1
[6007]
[6009]
3
WATER VALVE (VAL)
[6005]
FIRE HYDRANT (HYD) CULVERT DITCH FLOW PAINTLINES
14 [3221]
5 [3220]
40
TREES LIMIT OF CONSTRUCTION REMOVE & REPLACE
R&R
MUNICIPAL ADDRESS
[44] 711
MAJOR CONTOUR (1m INTERVAL)
711.5
MINOR CONTOUR (0.5m INTERVAL)
[3207]
*CONTOURS FROM SURVEY ON NOVEMBER 2017
0
1.5
71
X
REMOVE & REPLACE EXST MH COVER w/ TYPE F-39 GRATE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X 711.50
X
X .25 711
BLK 2
BLK 2
[3219]
0
2.5
m 7.5
5
SCALE 1:250
BLK 1
X
PONDING ISSUES, RE-LANDSCAPE AREA WITH TOPSOIL AND SEED ENSURING POSITIVE DRAINAGE TO EXST SWMF
X X
X
711.25
B
18
03
22
ISSUED FOR TENDER
A
18
03
13
ISSUED FOR APPROVAL
REV
Y
M
D
REVISION DESCRIPTION
71
1.5
0
X RE-LANDSCAPE AREA WITH TOPSOIL AND SEED
X
DRN
SUPV
DES
CHK
ENG
APP
12 [3217]
X
7
1 71
[3216]
.2 5
38
X
[3203] SAWCUT AND REMOVE 1.0m SECTION OF WALK AND INSTALL 1.0m WIDE CONCRETE SWALE ENSURING POSITIVE DRAINAGE TO EXST SWMF
X
.25
711
71
1.0
.0
PERMIT
711
ENGINEER
X X
42 MR
SELECT ENGINEERING CONSULTANTS LTD. 100, 17413 107 AVENUE NW EDMONTON AB T5S 1E5 CANADA TEL 780 651 5777 FAX 780 651 5757 www.selecteng.ca
X 711
X
.0
11 [3215] X
710.75
8 [3214]
TOWN OF BEAUMONT 2018 NEIGHBOURHOOD RENEWAL
37 [3201]
X
SOURCE: W:\0215-TOWN OF BEAUMONT\0215-18010-2018 NEIGHBOURHOOD RENEWAL\3.0 DESIGN PROCESS\3.3 ACAD\3.3.3 WORKING DRAWINGS
[3205]
X
OVERALL PLAN HINES PARK & TRAIL DRAINAGE REMEDIATION
X
FILENAME: 215-18010-M106.DWG
6 [3218]
60 STREET
X
X
39
13
10
EXST SWMF
[3213]
9 [3212]
DRAWING
215-18010-M106 © THIS DOCUMENT IS COPYRIGHT - NO REPRODUCTION IN WHOLE OR IN PART IS PERMITTED WITHOUT THE WRITTEN PERMISSION OF SELECT ENGINEERING CONSULTANTS LTD. - AN ELECTRONIC DATA LICENSE IS REQUIRED FOR DIGITAL VERSION OF THIS DOCUMENT.
PLOT DATE: March 21, 2018
52 ST REET
GENERAL NOTES 30 [4002]
BLK 13
1. 2. 3. 4. 5. 6.
SAVED BY: CFUNDYTUS
43 [4002]
40 AV E
7.
NUE
41
8.
42
[5104]
[5102]
9.
BLK 13
10. 11. 12. 13.
ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE FROM FACE OF CURB. ALL EXISTING UTILITY LOCATIONS MAY NOT BE SHOWN. ANY EXISTING UTILITIES THAT ARE SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF LOCATION AND PROTECTION OF ALL EXISTING UTLITIES, WHETHER SHOWN ON THE DRAWINGS OR NOT. CONTACT ALBERTA ONE-CALL AT 1-800-242-3447 PRIOR TO ANY CONSTRUCTION. CONTACT DIG SHAW AT 1-866-344-7429 PRIOR TO ANY CONSTRUCTION. CONTACT THE TOWN OF BEAUMONT PUBLIC WORKS DEPARTMENT PRIOR TO ANY EXPOSURE AND CONNECTION TO EXISTING INFRASTRUCTURE. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ANY PARTY REQUIRING A CROSSING AGREEMENT AND TO RESPECT ALL CROSSING AGREEMENT REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE NOTICE TO ANY EFFECTED PRIVATE OR PUBLIC SECTOR REGARDING MUNICIPAL SERVICE AND/OR ACCESS DISRUPTIONS. ALL DISTURBED AREAS ARE TO BE REPAIRED, REPLACED AND/OR LANDSCAPED TO NEW CONDITION. CONCRETE OR ASPHALT REPAIRS SHALL BE CUT AND SQUARED TO THE SATISFACTION OF THE RESIDENT ENGINEER. LANDSCAPED REPAIRS ARE TO BE TOPSOILED AND SEEDED TO A MINIMUM DEPTH OF 75mm AND MAINTAIN POSITIVE DRAINAGE. ADJUST ALL EXISTING MANHOLES, VALVES AND CATCHBASINS (WHERE APPLICABLE) AS REQUIRED TO SUIT PROPOSED ROAD WORKS. EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE REMOVED AND REPLACED AS REVIEWED. TIE IN TO EXISTING DRIVEWAY TO SUIT PROPOSED ROAD WORKS. CONTRACTOR TO ENSURE SMOOTH TRANSITION BETWEEN PAVED SURFACES.
LEGEND 1.00
33
PROPOSED
EXISTING
EOA
EXST EOA
PAVED SURFACE
[5211]
GRAVEL SURFACE
34 PUL
EDGE OF ASPHALT (EOA)
X
EDGE OF GRAVEL (EOG) STRAIGHT FACE CURB AND GUTTER
35 X
[5209]
ROLLED FACE CURB AND GUTTER
EOG
EXST EOG
SFCG
EXST SFCG
RFCG
EXST RFCG
X
(780.77)
780.77
SPOT ELEVATION TOP / TOE OF SLOPE DITCH BOTTOM
X
36
FENCE
X
[5207] REMOVE CONCRETE WALK AS REQUIRED AND INSTALL CONCRETE FLAIR TO MATCH INTO 3.0m ASPHALT TRAIL AND TAPER INTO EXST 1.00m CONCRETE PATH OVER 5.00m FOR TRAIL TIE-IN ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES ADJUST EXST MH FRAME & COVER TO SUIT FINISHED GRADE LIMIT OF 3.0m ASPHALT TRAIL
OH-P
X OH-P
X OH-P
OH-P
X
POWER POLE w/ GUY WIRE (PP)
X
LIGHT STANDARD (LS)
37
TRANSFORMER (TRANS)
[5205]
X
X
BLK 12
PEDESTAL (PED) MANHOLE (MH)
X
CATCHBASIN MANHOLE (CBMH)
38
CATCHBASIN (CB)
[5203]
X
WATER VALVE (VAL)
X 713.7 5 713.5 0
FIRE HYDRANT (HYD)
X
CULVERT
39
1.00
[5201] 71 3.
X
OVERHEAD POWER (OH-P)
DITCH FLOW PAINTLINES
25
TREES
40 PUL
3.0
71
LIMIT OF CONSTRUCTION
41
.75 712
0% 2.0
[5107]
REMOVE & REPLACE
R&R
MUNICIPAL ADDRESS
[44] 711
MAJOR CONTOUR (1m INTERVAL)
711.5
MINOR CONTOUR (0.5m INTERVAL)
50 712.
*CONTOURS FROM SURVEY ON MARCH 2018
42 [5105]
X
INSTALL 3.0m WIDE ASPHALT TRAIL
44
43
25 712.
X
X
X
714.0
X
713.75
[5101]
[5103]
REMOVE CONCRETE WALK AS REQUIRED AND INSTALL CONCRETE FLAIR TO MATCH INTO 3.0m ASPHALT TRAIL AND TAPER INTO EXST 1.00m CONCRETE PATH OVER 5.00m FOR TRAIL TIE-IN ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES
BLK 12
X
LIMIT OF 3.0m ASPHALT TRAIL X
713.50
X
714
.25
714 5
713.2
25
m 7.5
%
713 .
0
2.5
5
SCALE 1:250
.25
713
NE 27-50-24-4 .0 713
B
18
03
22
ISSUED FOR TENDER
A
18
03
13
ISSUED FOR APPROVAL
REV
Y
M
D
REVISION DESCRIPTION
71
3.5 0
INSTALL 3.0m WIDE ASPHALT TRAIL
2.00%
DRN
SUPV
DES
CHK
ENG
APP
A M300 TIE INTO EXST TRAIL ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES
5 714.2 714.0
2.00%
5
3.
0
713.7
0 713.5 5 .2 713 713.0
3.2
5
71 5 2.7 71
REMOVE & DISPOSE EXST WOOD PEDESTRIAN BRIDGE ALONG WITH CONCRETE SUPPORTS AND INSTALL 4.0m WIDE LAND BRIDGE c/w 3.0m WIDE ASPHALT TRAIL AND 1200mm CSP CULVERT
71
SOURCE: W:\0215-TOWN OF BEAUMONT\0215-18010-2018 NEIGHBOURHOOD RENEWAL\3.0 DESIGN PROCESS\3.3 ACAD\3.3.3 WORKING DRAWINGS
75
2.00
50 3. 71
FILENAME: 215-18010-M107.DWG
.0
713 .
75 712. 0 5 . 712
5:1 ALT
TOE OF SLOPE SUPPLY AND INSTALL 20.0m - 3660x1520mm CSP ARCH CULVERT @ 0.15% E INV - 712.40 W INV - 712.37
3.0
5:1
PH 0 AS
PERMIT
ENGINEER
IL TRA F BE
OP O 00 T
RM
4.
SELECT ENGINEERING CONSULTANTS LTD. 100, 17413 107 AVENUE NW EDMONTON AB T5S 1E5 CANADA TEL 780 651 5777 FAX 780 651 5757 www.selecteng.ca
50
712.
TIE INTO EXST TRAIL ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES
%
2.00
75 712. 0 713.
5:1
5
2 713.
5:1
TOE OF SLOPE 713.50
1 MR
713.75
TOWN OF BEAUMONT 2018 NEIGHBOURHOOD RENEWAL
BLK 12
OVERALL PLAN FOUR SEASONS TRAIL LINKS & LAND BRIDGE
TIE INTO EXST TRAIL ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES
DRAWING
REMOVE & DISPOSE PORTION OF EXST TRAIL TIE INTO EXST TRAIL ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES
A M300
215-18010-M107
© THIS DOCUMENT IS COPYRIGHT - NO REPRODUCTION IN WHOLE OR IN PART IS PERMITTED WITHOUT THE WRITTEN PERMISSION OF SELECT ENGINEERING CONSULTANTS LTD. - AN ELECTRONIC DATA LICENSE IS REQUIRED FOR DIGITAL VERSION OF THIS DOCUMENT.
PLOT DATE: March 21, 2018
GENERAL NOTES 1. 2. 3.
4
4. 5. 6.
3
[4808]
SAVED BY: CFUNDYTUS
[4806]
2
1
[4804]
[4802]
7.
BLK 3
11 [4201]
8. 9. 10. 11. 12. 13.
5 [4810]
ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE FROM FACE OF CURB. ALL EXISTING UTILITY LOCATIONS MAY NOT BE SHOWN. ANY EXISTING UTILITIES THAT ARE SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF LOCATION AND PROTECTION OF ALL EXISTING UTLITIES, WHETHER SHOWN ON THE DRAWINGS OR NOT. CONTACT ALBERTA ONE-CALL AT 1-800-242-3447 PRIOR TO ANY CONSTRUCTION. CONTACT DIG SHAW AT 1-866-344-7429 PRIOR TO ANY CONSTRUCTION. CONTACT THE TOWN OF BEAUMONT PUBLIC WORKS DEPARTMENT PRIOR TO ANY EXPOSURE AND CONNECTION TO EXISTING INFRASTRUCTURE. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ANY PARTY REQUIRING A CROSSING AGREEMENT AND TO RESPECT ALL CROSSING AGREEMENT REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE NOTICE TO ANY EFFECTED PRIVATE OR PUBLIC SECTOR REGARDING MUNICIPAL SERVICE AND/OR ACCESS DISRUPTIONS. ALL DISTURBED AREAS ARE TO BE REPAIRED, REPLACED AND/OR LANDSCAPED TO NEW CONDITION. CONCRETE OR ASPHALT REPAIRS SHALL BE CUT AND SQUARED TO THE SATISFACTION OF THE RESIDENT ENGINEER. LANDSCAPED REPAIRS ARE TO BE TOPSOILED AND SEEDED TO A MINIMUM DEPTH OF 75mm AND MAINTAIN POSITIVE DRAINAGE. ADJUST ALL EXISTING MANHOLES, VALVES AND CATCHBASINS (WHERE APPLICABLE) AS REQUIRED TO SUIT PROPOSED ROAD WORKS. EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE REMOVED AND REPLACED AS REVIEWED. TIE IN TO EXISTING DRIVEWAY TO SUIT PROPOSED ROAD WORKS. CONTRACTOR TO ENSURE SMOOTH TRANSITION BETWEEN PAVED SURFACES.
LEGEND
PROPOSED
EXISTING
PAVED SURFACE GRAVEL SURFACE SIDEWALK / CURB RAMP R&R EXST SIDEWALK EDGE OF ASPHALT (EOA) EDGE OF GRAVEL (EOG)
EXST 0.50m SWALE
42 AVENUE
R2
STRAIGHT FACE CURB AND GUTTER ROLLED FACE CURB AND GUTTER
EXST EOA EXST EOG
SFCG
EXST SFCG
RFCG
EXST RFCG (780.77)
780.77
SPOT ELEVATION
10
EOA EOG
TOP / TOE OF SLOPE
[4109]
DITCH BOTTOM FENCE
X
OVERHEAD POWER (OH-P)
OH-P
X OH-P
X OH-P
OH-P
POWER POLE w/ GUY WIRE (PP) LIGHT STANDARD (LS) TRANSFORMER (TRANS) PEDESTAL (PED) MANHOLE (MH) CATCHBASIN MANHOLE (CBMH)
6
CATCHBASIN (CB)
[4809]
WATER VALVE (VAL) FIRE HYDRANT (HYD) CULVERT DITCH FLOW PAINTLINES TREES LIMIT OF CONSTRUCTION
9 [4107]
8
EXST RF MONO
10 [4801]
48 STREET
9 [4803]
EXST RF MONO
7
[44]
711 711.5
MINOR CONTOUR (0.5m INTERVAL) *CONTOURS FROM SURVEY ON MARCH 2018
20.12
[4805] 4.56
R&R
MUNICIPAL ADDRESS MAJOR CONTOUR (1m INTERVAL)
BLK 4
[4807]
REMOVE & REPLACE
11.00
4.56
3.06
3.06
REMOVE & REPLACE WITH RF MONOWALK
INSTALL NEW 900mm Ø FLOW BY CB w/ TYPE DK-7 FRAME & COVER AND TIE INTO TO EXST STM MH
m
X
X
X
X
X
716.0 X
715.75
X
X
X
71 5
1.50
4.57 X
X 1.50
0 5.5 71
X
X
0.56%
(715.60)
(715.50)
X
(715.53)
0) .7 15 (7
4
SCALE 1:200
6
INSTALL 300mmØ CB LEAD @ 2%
8 [4105]
REMOVE & REPLACE ROADWAY STRUCTURE AS PER DETAIL TO TRANSITION FROM 0.35m CROWN TO 0.13m CROWN OVER 15m LENGTH (EACH DIRECTION)
) .54
5 (71
X X X
715.75
1.57
X
X
X
X
X
X
X
03
22
ISSUED FOR TENDER
REV
Y
M
D
REVISION DESCRIPTION
DRN
SUPV
DES
CHK
ENG
APP
713 .50
50 5. 71
53
30.00
8)
(715.40)
713 .75
71 5.
**CRITICAL ELEVATION**
715.50
5
4.0
6 5.
1
(7
REMOVE & REPLACE EXST CB WITH 900mm BARREL AND TYPE DK-7 FRAME & COVER
713
.25
18
REMOVE & REPLACE WITH RF MONOWALK
(715.40)
4.2
X
71
X
LIMIT OF CONSTRUCTION, TIE TO EXST BACK OF WALK ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES
71
71
X
71 4.7 5 4.5 0
A
X
71 5.0
EXST RETAINING WALL
7
.25
X
X
715
X
X
5
.7 15
X
X
715.5 0
X
11 [4108]
BLK 3
7
TIE TO EXST BACK OF WALK ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES AND POSITIVE DRAINAGE TO BACK OF LOT
[4103] 0.130m CROWN (MAX)
PERMIT
ENGINEER
REMOVE & REPLACE EXST CB WITH 900mm BARREL AND TYPE DK-7 FRAME & COVER
10
BLK 3
PROPOSED PONDING AREA
REMOVE & REPLACE WITH RF MONOWALK
SELECT ENGINEERING CONSULTANTS LTD. 100, 17413 107 AVENUE NW EDMONTON AB T5S 1E5 CANADA TEL 780 651 5777 FAX 780 651 5757 www.selecteng.ca
6)
(715.4
) 68
. 15
(7
TOWN OF BEAUMONT 2018 NEIGHBOURHOOD RENEWAL
4)
(715.4
SOURCE: W:\0215-TOWN OF BEAUMONT\0215-18010-2018 NEIGHBOURHOOD RENEWAL\3.0 DESIGN PROCESS\3.3 ACAD\3.3.3 WORKING DRAWINGS
X
X
FILENAME: 215-18010-M108.DWG
X
X
2
.75
EXST MAILBOX PAD TO BE REMOVED & REPLACED AT LOWER ELEVATION
REMOVE & REPLACE PORTION OF EXST WALK
EXST RETAINING WALL
(715.52)
0
12 [4106]
6 [4101]
OVERALL PLAN 48 STREET DRAINAGE IMPROVEMENTS DRAWING
215-18010-M108 © THIS DOCUMENT IS COPYRIGHT - NO REPRODUCTION IN WHOLE OR IN PART IS PERMITTED WITHOUT THE WRITTEN PERMISSION OF SELECT ENGINEERING CONSULTANTS LTD. - AN ELECTRONIC DATA LICENSE IS REQUIRED FOR DIGITAL VERSION OF THIS DOCUMENT.