PLOT DATE: August 9, 2018
GENERAL NOTES 1. 2.
ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. 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.
SAVED BY: DMARTIN
3. 4. 5. 6. 7. 8.
LANEWAY 48 STREET
OH -
OH-P
X
(738.32)
SEPARATE WALK
(738.42)
BLK 3
2
SPOT ELEVATION
699.73
SWALE ELEVATION
[699.73]
(699.73)
1
MANHOLE (MH) CATCHBASIN MANHOLE (CBMH) WATER VALVE (VAL) FIRE HYDRANT (HYD) X
OVERHEAD POWER (OH-P)
OH-P
X OH-P
X OH-P
OH-P
POWER POLE w/ GUY WIRE (PP)
1
PEDESTAL
1
2
BLK 7
10.00
4.93 NGAS
NGAS
5.25
NGAS
20.18
X
NGAS
X
X
X
GAS
NGAS
NGAS
NGAS
NGAS
NGAS
NGAS
49 STREET
0.50%
48 STREET
6.09m OR 9.14m TYPICAL
PROPERTY LINE
EOA 0.49% 73 8.3 5
MONOLITHIC CURB, GUTTER & WALK
CATCHBASIN AND LEAD (CB)
NGAS
1.20
EXST RF MONO
EXST RF MONO
OH-P
EOA 0.50%
OH-P
X
1OH-P .49 %
0.59 4.00
4.00
738.24 738.17 738.25
(739.11) (738.41)
OH-P
2.64
X
X
NGAS
OH-P
X
OH-P
OH-P
3
NGAS
1.10
NGAS
0.50
EXST EOG
CURVE DATA TAG
NGAS
PRIVATE CONCRETE DRIVEWAY NGAS
4
EOG
LIGHT STANDARD (LS)
NGAS
5
EOA
EDGE OF GRAVEL (EOG)
FENCE NGAS
PRIVATE CONCRETE DRIVEWAY
5.00
0.50
(737.98)
(738.26)
NGAS
6
20.11
(738.22)
NGAS
EXST RFCG
(738.30)
NGAS
EXST RFCG
OH-P
NGAS
EXST 1.2m SEPARATE WALK
OH-P
(738.61)
NGAS
EXST RF MONO
OH-P
NGAS
NGAS
X
NGAS
NGAS
NGAS
OH-P
NGAS
EXST RFCG
X
NGAS
NGAS
OH-P
NGAS
EOA
NGAS
NGAS
X
(738.80)
NGAS
NGASNGAS
NGAS
OH-P
NGAS
10.75
X
NGAS
NGAS
NGAS
NGASNGAS
4.36
OH-P
NGAS
X
1
NGAS
NGAS
BLK 2
2
NGAS
3
NGAS
4
NGAS
NGAS
5
NGAS
BLK 1
6
X
NGAS
(738.93)
NGAS
NGAS
1
OH-P
EDGE OF ASPHALT (EOA)
CURB AND GUTTER (SFCG)
LIMIT OF CONSTRUCTION
EXST RF MONO
737.82 NGAS 737.74 737.82
EXST SFCG
OH-P
NGAS
2.00%
EXST RF MONO
OH-P
NGAS
738.13 738.05 NGAS 738.13
1.50
OH-P
X
NGAS
EOA
0.50%
6.09
OH-P
2.50
X
9.14
OH-P
EXST 1.2m SEPARATE WALK X
X
OH-P
EXST 1.2m SEPARATE WALK X
EXST RFCG
OH-P OH-P
NGAS
EXST RFCG
OH-P
NGAS
EXST 1.2m SEPARATE WALK
EXST 1.0m SEPARATE WALK
EXST RFCG
EXST RFCG
NGAS
OH-P
NGAS
EXST RF MONO
NGAS
X
NGAS
NGAS
NGAS
NGAS
OH-P
OH-P
NGAS
X
OH-P
NGAS
738.24 738.17 NGAS 738.24
0.50% 2
X
OH-P
EOA
EXISTING EXST SFCG EXST EOA
CONCRETE SWALE
(737.95)
X
OH-P
NGAS
738.22 738.26
BLK 6
50A AVENUE
X
OH-P
NGAS
1.37%
X
OH-P
OH-P
OH-P
NGAS
1.37%
(738.35)
1%
X
X
X
X
OH-P
X
OH-P
NGAS
X
OH-P
NGAS
X
OH-P
NGAS
X
OH-P
NGAS
X
OH-P
NGAS
EOA
2
PRIVATE CONCRETE DRIVEWAY LIMIT OF CONSTRUCTION, TIE TO EXST BACK OF WALK ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES 28
1.3
738.45 738.37 NGAS 738.45
1
PROPOSED
CURB RAMP
X
NGAS
NGAS
OH-P
NGAS
738.92 738.85 NGAS 738.92
(738.77)
BLK 3
NGAS
OH-P
NGAS
(738.90) X
X
1
NGAS
OH-P
NGAS
NGAS
2
EXST RETAINING WALL
NGAS
OH-P
3
7
27
X
NGAS
NGAS
LIMIT OF CONSTRUCTION, TIE TO EXST BACK OF WALK ENSURING A SMOOTH TRANSITION BETWEEN PAVED SURFACES PRIVATE CONCRETE DRIVEWAY
2.64
X
NGAS
25
4.00
X
NGAS
NGAS
NGAS
7
2.50
BLK 3
9.14
%
NGAS
BLK 2
8
1.66
NGAS
24
NGAS
26
BLK 2
OH-P
NGAS
BLK 1
NGAS
8
NGAS
NGAS
25
NGAS
LEGEND
NGAS
NGAS
X
NGAS
47 STREET
FOR CONTINUATION SEE DWG M201
NGA
49 STREET
PROPERTY LINE
LANE
4.0m TYPICAL 75mm DEPTH - ASPHALT (ACR) 3.75%
47 STREET
3.75%
SUPPLY AND INSTALL TOPSOIL AND SEED AS REQUIRED
SUPPLY AND INSTALL TOPSOIL AND SEED AS REQUIRED
150mm DEPTH - 20mm GRANULAR BASE COURSE 150mm SUBGRADE c/w 10kg/m² CEMENT STABILIZATION
FOC CURVE TABLE
FILENAME: 215-18017-M200.DWG
DELTA (∆)
1
14.126m
9.000m
89°55'40"
2
14.148m
9.000m
90°04'09"
1. 2. 3. 4. 5. 6.
ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED. CONSTRUCTION LIMITS TO BE DETERMINED BY SITE ENGINEER. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND CARE OF CURBS AND WALKS ADJACENT TO THE WORK. CONTRACTOR IS RESPONSIBLE TO ENSURE ROAD BASE DENSITY TESTS ARE EXECUTED. BASE STRUCTURE TO BE TESTED AND APPROVED BY SITE ENGINEER PRIOR TO APPLICATION OF TACK COAT AS PER CONTRACT SPECIFICATIONS. SEE CONTRACT DOCUMENTS FOR FULL SPECIFICATIONS.
N.T.S. 0
0.5
1.0
0
5
10
1.5 m 15
VERT 1:50 HORZ 1:500
EOA
PVI
BC
INT
RADIUS
LANE RECONSTRUCTION DETAIL 744
BC
LENGTH
NOTES:
0+229.692 737.741
0+214.211 738.051
0+191.340 738.165
0+180.322 738.220
0+169.314 738.370
0+134.192 738.850
744 EOA
SOURCE: W:\0215-TOWN OF BEAUMONT\0215-18017-2018 NEIGHBOURHOOD RENEWAL PROGRAM - LANEWAY RECONSTRUCTION\3.0 DESIGN PROCESS\3.3 ACAD\3.3.3 WORKING DRAWINGS
LANEWAY IMPROVEMENTS
NO.
INSTALL WICK DRAIN
742
742
740
C
18
08
09
ISSUED FOR CLIENT REVIEW
B
18
05
29
REVISED LANE GRADES, ADDED SWALE
A
18
05
18
ISSUED FOR REVIEW
REV
Y
M
D
REVISION DESCRIPTION
DRN
SUPV
DES
CHK
ENG
APP
740 EXISTING GROUND NORTH PL CL LANE 1.37%
EXISTING GROUND NORTH PL CL LANE 0.50%
EXISTING GROUND SOUTH PL
738
CL LANE 2.00%
738 PERMIT
EXISTING GROUND SOUTH PL
ENGINEER
TOP OF SUBGRADE GAS SERVICE (TYP.)
736
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
736
TOWN OF BEAUMONT SURFACE IMPROVEMENTS 734
734
47/48 Street Lane PLAN / PROFILE LANEWAY IMPROVEMENTS - STA 0+000 TO 0+250 DRAWING
0+000
0+050
0+100
0+150
0+200
0+250
215-18017-M200 © 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.