PLOT DATE: April 11, 2019
GENERAL NOTES 1. 2.
30 AVENUE
3. 4. 5.
HWY 625
7.
BLK 5
12.000m
85°25'17"
2.78
2
27.808m
18.000m
88°30'56"
23.99
3
8.492m
25.000m
19°27'41" 20°02'35"
714.33 1.50m SIDEWALK
2
714.12
.70)
713.76
713.83
SFCG
0.60% 714.00
713.92
714.09
714.27
714.17
EX EOA
714.36 0.60% HP
0.60%
713.83
4 713.7
0.60% 714.00
713.92
SFCG
714.09
EX EOA
HP
0.60%
714.27
714.17
714.36
TRANSITION FROM 3.0m TO 1.5m THROUGH CORNER 0.60%
714.13
4.44
714.31 OH-P
(713.81)
EX LIGHT STANDARD TO BE RELOCATED (BY OTHERS) (TYP.)
.0 0
(71
714.22 OH-P
(713.52) 10.00
CULVERT OVERHEAD POWER LINE
ROCK RIP RAP
(712.86) 3.0
OH-P
DITCH GRADE
INSTALL 10.0m ROCK RIP-RAP CHANNEL AT 10.8% SEE DETAIL DWG M400
CROSS WALK BUILDING
0
6.00
400
(712.79)
A
EX SFCG
REMOVE AND DISPOSE EX CULVERT (INV 712.31)
EX ACCESS ROAD
BLK 1
1.50
SFCG
LIGHT STANDARD
4)
16.70
1.64
6
(712.75)
W BC
0+175.872 714.030 0+176.016 714.030
0+135.832 714.271 EVC
CREST
0+105.887 714.271
0+120.859 714.361
3.0m TRAIL
BVC
E BC
W BC
720
0+019.059 713.745 0+021.628 713.761
60 STREET
HWY 625
720
E BC
30 AVENUE
SOURCE: W:\0215-TOWN OF BEAUMONT\0215-19029-60TH STREET WIDENING\3.0 DESIGN PROCESS\3.3 ACAD\3.3.3 WORKING DRAWINGS
STRAIGHT FACE CURB AND GUTTER
3.9
23.99
FILENAME: 215-19029-M200.DWG
MANHOLE (MH)
)
END OF CURB, TAPER FACE TO MATCH GUTTER LINE AND DIRECT FLOW TO RIP RAP CHANNEL
1.00%
(713.06)
OH-P
NGAS
POWER POLE
714.03
(713.34)
(713.78)
(713.77)
(713.80)
(714.03)
714.40 OH-P
18.9%
OH-P
16.8%
714.56 OH-P
20.0%
20.0%
OH-P
3.00
(713.82)
714.43 OH-P
10.8%
14.1%
16.8%
2.80
19.2%
1.50
(713.63)
714.34
4.70
3. 59 (7 1
13.93
(713.45)
EX 1.5m SIDEWALK
EX SFCG(713.350)
EX SFMONO 1.50 1.00
)
1.71%
(713.40)
714.25
.91
9% 0.9
(713.55)
714.16
714.56
1
CATCH BASIN
.00 10
INSTALL TYPE A-2 RAMP 714.07
18.1%
1.50m SIDEWALK
(714.73)
LIMIT OF CONSTRUCTION
1.41%
714.06
SFCG
714.730
GAS PIPELINE (NGAS)
714.03
714.06
LIMIT OF CONSTRUCTION ENSURE SMOOTH TRANSITION TO EXISTING PAVEMENT
714.27
FACE OF CURB CURVE DATA NO.
3 (71
4
EX RFCG
1
SFCG
714.13
714.27
INSTALL CROSS WALK
LIMIT OF CONSTRUCTION ENSURE SMOOTH TRANSITION TO EXISTING PAVEMENT
714.03 3
EX RFCG
60 STREET
714.21
13.5%
(713
714.33
714750
SPOT ELEVATION
0
(713.19)
EXISTING
SIDEWALK
10
714.24
18.9%
714.15
(713.06)
(713.23)
18.1%
714.06
(713.36)
(713.46)
(713.44)
(713.36)
(713.28)
3.0
(713.11)
KEYCUT MILLING
PROPOSED
PAVED SURFACE
INSTALL 10.0m ROCK RIP-RAP CHANNEL AT 7.2% SEE DETAIL DWG M400
18.5%
2.80
713.97
25.000m
18.9%
713.88
(713.21) 12.00
10.0%
2% 2.0
713.80
(713.31)
(713.41)
18.5%
4.70
(714.01)
1.50
INSTALL TYPE A-2 RAMP
8.745m
EX LIGHT STANDARD TO BE RELOCATED (BY OTHERS) (TYP.)
30.00
REMOVE AND RELOCATE EXST SIGN AS REQUIRED (TYP.)
14.0%
BLK 9
4
18.1%
(714.069)
41
LEGEND
(712.83)
20.0%
CONNECT TO EX CONCRETE WALK
16.65
EX EOA
17.891m
9.
EX EOA
1
1.50
(714.22) EX EOA
DELTA (∆)
EX EOA (714.24)
RADIUS
1%
LENGTH
400
NO.
3.01
1.50 2.04
42
8.
A
12 PUL
18.7%
10.16
(712.72)
FOC CURVE TABLE
EX SFCG
EX SFCG 3.00
6.
1.0
SAVED BY: SRAYET
EXST SWMF
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 UTILITIES, 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 CITY 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. ALL VALVES AND MANHOLES ARE TO BE RAISE TO NEW ASPHALT ELEVATION.
718
718
716
716 29.945m VERTICAL CURVE A=-1.20% K=24.95
LOG 0.60%
714
0
0.5
1.0
0
5
10
1.5 m 15
VERT 1:50 HORZ 1:500
A
19
04
09
ISSUED FOR BID
REV
Y
M
D
REVISION DESCRIPTION
DRN
SUPV
DES
CHK
ENG
LOG 0.60% EXISTING CL ROAD
714
PERMIT
712
ENGINEER
712 Select Engineering Consultants Ltd. Suite 100, 17413 - 107 Avenue NW, Edmonton AB T5S 1E5 T: 780 651 5777 F: 780 651 5757 www.selecteng.ca
710
710
CITY OF BEAUMONT 60 STREET WIDENING AND MONTROSE ASPHALT TRAIL PLAN/PROFILE 60 STREET WIDENING - STA. 0+010 TO 0+185
708 0+010
708 0+050
0+100
0+150
0+185
DRAWING
215-19029-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.