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
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