0+0200+040 0+160 0+172 0+020 0+040 0+060 0+080 0+100 ......2019/09/19 · EXISTING DI T/G - 271.42...
2
UTIL UG UTIL UG UTIL UG UTIL UG UTIL UG STM EX STM EX EXISTING CB T/G - 272.17 S INV - 270.52 EXISTING CB T/G - 271.79 N INV - 270.39 S INV - 269.94 REPLACE EXISTING CULVERT WITH 18.0m OF 300mmØ CSP S INV = 271.54 N INV = 271.74 EXISTING DI T/G - 271.42 REPLACE EXISTING CULVERT WITH 9.3m OF 300mmØ CSP OR HDPE S INV = 271.89 N INV = 271.97 0+020 0+040 0+060 0+080 EXISTING DI T/G - 271.46 S EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX GAS EX EX 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+172 B.H. B.H. B.H. B.H. B.H. REMOVE EXISTING ASPHALT. EXCAVATE FULL WIDTH 1.1m DEEP AND APPLY MACCAFERRI MACGRID EG-30 OR APPROVED EQUIVALENT. SUITABLE EXCAVATED GRANULARS TO BE USED AS SUBBASE MATERIAL PER CONTRACT ADMINISTRATOR. RESTORE ALL DRIVEWAYS TO EXISTING OR BETTER CONDITION SAWCUT EXISTING AND PROVIDE ASPHALT GUTTER AT COMMERCIAL PROPERTY PARKING LOT PER OPSD 601.010 271.74 272.22 272.53 272.53 272.18 272.15 271.97 272.27 271.89 272.53 271.41 272.17 REPLACE SOCK COVERED SUBDRAIN REPLACE/INSTALL SUBDRAIN IN CB REPLACE EXISTING CULVERT WITH 18m 600Ø CSP OR HDPE W INV = 271.26 E INV = 271.17 CLEANOUT/REGRADE DITCHES AS SHOWN (TYP) MAINTAIN EXISTING CENTRELINE ELEVATIONS UNLESS NOTED OTHERWISE REPLACE/INSTALL SUBDRAIN IN CB EXISTING CURB EXISTING LIGHTPOLE EXISTING SIGN TO BE RETAINED HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX REPLACE EXISTING CATCH BASIN WITH DITCH INLET CATCH BASIN PER OPSD 705.030 & 403.010 T/G = 221.17 WITH 2:1 GRATE STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX 272.34 272.71 272.28 272.55 271.54 272.37 INSTALL 8.5m OF 300mmØ CSP CULVERT S INV = 272.28 N INV = 272.34 LOW POINT ELEV = 272.18 REPLACE EXISTING CATCH BASIN WITH DITCH INLET CATCH BASIN PER OPSD 705.030 & 403.010 T/G = 271.26 WITH 2:1 GRATE E SAN EX SAN EX SAN EX SAN EX SAN EX SAN EX SAN EX SAN EX SAN EX SAN EX SAN EX SAN EX N 271.17 271.45 272.38 272.38 272.23 272.23 272.40 272.40 272.43 272.43 272.48 272.48 272.55 272.55 272.62 272.62 272.70 272.70 272.64 272.64 LP 272.17 272.22 272.73 272.73 272.64 272.64 272.58 272.58 272.81 272.81 271.26 271.29 RESIDENTIAL PAVED DRIVEWAY TO BE RESTORED TO ORIGINAL CONDITION OR BETTER 272.56 272.56 RESIDENTIAL GRAVEL DRIVEWAY TO BE RESTORED TO ORIGINAL CONDITION OR BETTER UTIL UG UTIL UG UTIL UG UTIL UG UTIL UG UTIL UG UTIL UG UTIL UG N PROJECT LEGEND ASPHALT (EXISTING) ASPHALT (NEW) GRAVEL LIMITS OF CONSTRUCTION HYDRO POLE (EXISTING) LIGHT POLE (EXISTING) HYDRANT (EXISTING) WATERMAIN VALVE (EXISTING) RESIDENTIAL FENCE (EXISTING) SWALE (PROPOSED) UNDERGROUND UTILITY GAS MAIN (EXISTING) SWALE ELEV (PROPOSED) EXISTING ELEV PROPOSED ELEV DRAINAGE SUBDRAIN (PROPOSED) STORM PIPE (EXISTING) SANITARY PIPE (EXISTING) BOREHOLE LOCATION GAS EX B.H. STM EX SAN EX UTIL UG BUTT JOINT AT 2ND ST 50mm SP 12.5 60mm SP 19.0 BUTT JOINT DETAIL (N.T.S) EXISTING GRAVEL ROAD GRAN SHOULDER PAVEMENT DESIGN 50mm SP12.5 60mm SP19.0 150mm GRANULAR 'A' 850mm RECYCLED GRANULAR/GRAN 'B' TYPE II NON-WOVEN GEOTEXTILE MACCAFFERRI MACGRID EG-30 OR APPROVED EQUIVALENT GRAN SHOULDER REPLACE SOCKWRAPPED SUBDRAIN PER OPSD 216.021 CROSS SECTION (N.T.S) DRIVING LANE DRIVING LANE STEP JOINT AT HWY #11 50mm SP 12.5 60mm SP 19.0 APPLY TACK COAT TO ALL CONTACT SURFACES EXISTING MILL 300mm WIDE x 40mm DEEP STEP JOINT DETAIL (N.T.S) TO BE COMPLETED DURING NAKITA AVE RESTORATION TO BE COMPLETED DURING 2ND ST RESTORATION AS PER OPSD 803.030 FROST TAPER DETAIL A-A PER OPSD 803.030 SCALE - 1:100 FROST TAPER FROST TAPER SCALE 1:250 -5m 0 5m 10m
Transcript of 0+0200+040 0+160 0+172 0+020 0+040 0+060 0+080 0+100 ......2019/09/19 · EXISTING DI T/G - 271.42...
UTILUGUTIL
UGUTIL
UGUTIL
UG
UTILUG
STMEXSTMEX
EXISTING CB
T/G - 272.17
S INV - 270.52
EXISTING CB
T/G - 271.79
N INV - 270.39
S INV - 269.94
REPLACE EXISTING
CULVERT WITH 18.0m OF
300mmØ CSP
S INV = 271.54
N INV = 271.74
EXISTING DI
T/G - 271.42
REPLACE EXISTING
CULVERT WITH 9.3m OF
300mmØ CSP OR HDPE
S INV = 271.89
N INV = 271.97
0+020
0+040
0+060
0+080
EXISTING DI
T/G - 271.46
GASEXGAS EX
GASEXGAS EX
GASEXGASEX
GASEXGASEX
GASEXGASEX
GAS EXGASEX
GASEXEX
W
M V
ALV
E (T
YP
)
0+
020
0+
040
0+
060
0+
080
0+
100
0+
120
0+
140
0+
160
0+
172
B.H
.
B.H
.
B.H
.
B.H
.
B.H
.
REMOVE EXISTING ASPHALT.
EXCAVATE FULL WIDTH 1.1m
DEEP AND APPLY MACCAFERRI
MACGRID EG-30 OR APPROVED
EQUIVALENT.
SUITABLE EXCAVATED
GRANULARS TO BE USED AS
SUBBASE MATERIAL PER
CONTRACT ADMINISTRATOR.
RESTORE ALL DRIVEWAYS
TO EXISTING OR BETTER
CONDITION
SAWCUT EXISTING AND PROVIDE
ASPHALT GUTTER AT COMMERCIAL
PROPERTY PARKING LOT PER OPSD
601.010
2
7
1
.
7
4
2
7
2
.
2
2
2
7
2
.
5
3
2
7
2
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5
3
2
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2
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REPLACE SOCK
COVERED SUBDRAIN
REPLACE/INSTALL
SUBDRAIN IN CB
REPLACE EXISTING CULVERT
WITH 18m 600Ø CSP OR HDPE
W INV = 271.26
E INV = 271.17
CLEANOUT/REGRADE
DITCHES AS SHOWN (TYP)
MAINTAIN EXISTING
CENTRELINE ELEVATIONS
UNLESS NOTED OTHERWISE
REPLACE/INSTALL
SUBDRAIN IN CB
EXISTING CURB
EXISTING
LIGHTPOLE
EXISTING SIGN TO BE
RETAINED
HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH EX HYD OH
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EX
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EX
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
REPLACE EXISTING CATCH BASIN
WITH DITCH INLET CATCH BASIN
PER OPSD 705.030 & 403.010
T/G = 221.17 WITH 2:1 GRATE
STMEX
STMEX
STMEX
STMEX
STMEX
STMEX
STM EX STM EX STM EX STM EX STM EX
STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX STM EX
2
7
2
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3
4
2
7
2
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7
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2
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INSTALL 8.5m OF 300mmØ
CSP CULVERT
S INV = 272.28
N INV = 272.34
LOW POINT
ELEV = 272.18
REPLACE EXISTING
CATCH BASIN WITH DITCH
INLET CATCH BASIN PER
OPSD 705.030 & 403.010
T/G = 271.26 WITH 2:1
GRATE
EXSAN
EXSAN
EXSAN
EXSAN
EXSAN
EXSAN
EXSAN
EXSAN
EXSAN
EXSAN
EXSAN
EXSAN
EXSAN
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RESIDENTIAL PAVED DRIVEWAY
TO BE RESTORED TO ORIGINAL
CONDITION OR BETTER
2
7
2
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5
6
2
7
2
.
5
6
RESIDENTIAL GRAVEL
DRIVEWAY TO BE RESTORED
TO ORIGINAL CONDITION OR
BETTER
UTILUG
UTILUG
UTIL
UGUTIL
UGUTIL
UG
UTILUG
UTILUG
UTILUG
N
PROJECT
LEGEND
ASPHALT (EXISTING)
ASPHALT (NEW)
GRAVEL
LIMITS OF CONSTRUCTION
HYDRO POLE (EXISTING)
LIGHT POLE (EXISTING)
HYDRANT (EXISTING)
WATERMAIN VALVE (EXISTING)
RESIDENTIAL FENCE (EXISTING)
SWALE (PROPOSED)
UNDERGROUND UTILITY
GAS MAIN (EXISTING)
SWALE ELEV (PROPOSED)
EXISTING ELEV
PROPOSED ELEV
DRAINAGE
SUBDRAIN (PROPOSED)
STORM PIPE (EXISTING)
SANITARY PIPE (EXISTING)
BOREHOLE LOCATION
GAS EX
B.H.
STM EX
SAN EX
UTIL UG
BUTT JOINT AT 2ND ST
50mm SP 12.5
60mm SP 19.0
BUTT JOINT DETAIL (N.T.S)
EXISTING GRAVEL
ROAD
GRAN SHOULDER
PAVEMENT DESIGN
50mm SP12.5
60mm SP19.0
150mm GRANULAR 'A'
850mm RECYCLED GRANULAR/GRAN 'B'
TYPE II NON-WOVEN GEOTEXTILE
MACCAFFERRI MACGRID EG-30 OR
APPROVED EQUIVALENT
GRAN SHOULDER
REPLACE
SOCKWRAPPED
SUBDRAIN PER
OPSD 216.021
CROSS SECTION (N.T.S)
DRIVING LANE DRIVING LANE
STEP JOINT AT HWY #11
50mm SP 12.5
60mm SP 19.0
APPLY TACK COAT TO ALL
CONTACT SURFACES
EXISTING
MILL 300mm
WIDE x 40mm DEEP
STEP JOINT DETAIL (N.T.S)
TO BE COMPLETED DURING NAKITA
AVE RESTORATION
TO BE
COMPLETED
DURING 2ND ST
RESTORATION
AS PER OPSD
803.030
FROST TAPER DETAIL A-A PER
OPSD 803.030
SCALE - 1:100
F
R
O
S
T
T
A
P
E
R
F
R
O
S
T
T
A
P
E
R
SCALE 1:250-5m 0 5m 10m
AutoCAD SHX Text
HP
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HP
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HP
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HP
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HP
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HP
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NAKITA AVE
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2ND ST
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HP
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1%
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1%
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HIGHWAY #11
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1%
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1%
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1%
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A-A
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0.5%
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HP
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D
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Y
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H
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wv
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XXX.XXX
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XXX.XXX
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XXX.XXX
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2%
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6%
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3:1 MAX
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1:1.5 MAX
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2%
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6%
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3:1 MAX
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1:1.5 MAX
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3%
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3%
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C
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PETERBOROUGH BELLEVILLE KINGSTON
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(YYYY/MM/DD)
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GREER GALLOWAY CONSULTING ENGINEERS
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1620 WALLBRIDGE LOYALIST ROAD BELLEVILLE, ONTARIO, K8N 4Z5 PHONE: 613-966-3068 FAX: 613-966-3087
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DRAWING #
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PROJECT #
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PROJECT DATE
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APPROVED BY
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REVIEWED BY
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DRAWN BY
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DESIGNED BY
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DRAWING TITLE
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1. ALL WORK SHALL BE IN ACCORDANCE WITH RELEVANT CODES AND GUIDELINES. 2. ALL DRAWINGS AND ADDENDA ARE TO BE READ AS, AND IN CONJUNCTION WITH THE SPECIFICATIONS. 3. ALL EQUIPMENT SHALL BE INSTALLED AS SPECIFIED OR APPROVED EQUIVALENT. 4. CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH WORK AND BE RESPONSIBLE FOR SAME. 5. CONTRACTOR MUST REPORT ANY DISCREPANCIES TO ENGINEER FOR RESOLUTION BEFORE COMMENCING THE WORK. 6. ANY CHANGES MUST BE APPROVED BY THE ENGINEER.
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NOTES:
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PROJECT
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REVISION
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DATE YY/MM/DD
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B
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A
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B
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A
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DETAIL NO.
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DRAWING NO. - WHERE DETAILED
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(METRIC SCALE - ALL DIMS IN METERS U.N.O.)
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PLOT SCALE:
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DATE PLOTTED:
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BORDER SIZE: ISO A1 (841mm x 594mm)
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FILE PATH:
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NORTH
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STAMP
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CAD PLOTTER:
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DESCRIPTION
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COCHRANE 2019
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ROAD RECONSTRUCTION
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TOWN OF COCHRANE
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2019/08/06
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19-3-5431
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01
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COCHRANE, ONTARIO
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DRAWING SCALE (ISO A1)
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HOR:
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VER:
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NOTES: THE LOCATION OF UTILITIES IS APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING LOCATE INFORMATION FROM THE APPROPRIATE UTILITY. ROAD REHABILITATION WORKS TO BE AS PER TERRASPEC GEOTECHNICAL REPORT AUGUST 21, 2019.
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C1
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NAKITA AVE
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REHABILITATION
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0+000 - 0+174
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J. CHARTRAND
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S. AMENT
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J. CHARTRAND
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S. BLAKEY
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ISSUED FOR REVIEW
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19/09/09
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1:1
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P:\Belleville Project\5000\1935431 - Cochrane 2019 Road Reconstruction\Drawings\Working Drawings\1935431- Working-2019-09-24.dwg
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2019 / 09 / 25 @ 02:14 PM
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Sean Ament
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1 : 250
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1 : 50
RESET EXISTING CULVERTS AS
INDICATED
S INV = 271.08
N INV = 271.13
RESET EXISTING CULVERTS AS
INDICATED
S INV = 271.16
N INV = 271.22
RESET EXISTING CULVERTS AS
INDICATED
S INV = 271.50
N INV = 271.54
RESET EXISTING CULVERTS AS
INDICATED
S INV = 271.58
N INV = 271.64
RESET EXISTING CULVERTS AS
INDICATED
S INV = 271.70
N INV = 271.73
REPLACE EXISTING CULVERT WITH
18.5m 525mmØ CSP
S INV = 271.11
N INV = 271.22
EXISTING WM VALVE (TYP)
EXISTING HYDRANT (TYP)
EXISTING DI
T/G - 270.79
EXISTING DI
T/G - 271.01
0+340
0+360
0+380
0+400
EXGAS
EXGAS
EXGAS
EXGAS
EXGAS
EXGAS
EXGAS
EXGAS
EXGAS
EXGAS
EX
GASEX
GASEX
GASEX
GASEX
GASEX
GASEX
GASEX
GASEX
GASEX
GASEX
GASEX
GASEX
GASEX
EXISTING 1206kPa
6" STEEL GAS MAIN
0+
020
0+
040
0+
060
0+
080
0+
100
0+
120
0+
140
0+
160
0+
179
RESTORE PAVED COMMERCIAL
DRIVEWAY TO EXISTING OR BETTER
CONDITION (TYP)
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REPLACE SOCK
COVERED SUBDRAIN
2
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0
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1
9
MAINTAIN EXISTING CL
ELEVATION UNLESS
NOTED OTHERWISE
(TYP)
WAT
EXW
ATEX
WAT
EXW
ATEX
WAT
EXW
AT
WAT
EXW
ATEX
WAT
EXW
ATEX
WAT EX WAT EX WAT EX WAT EX WAT EX WAT EX WAT EX WAT EX
WAT
EXW
ATEX
WAT
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EX
OHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEX
HYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEXHYDOHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EX
2
7
1
.
8
2
2
7
2
.
4
8
EXISTING RECYCLING
STRUCTURE
EXISTING CONCRETE GUTTER
OUTLETS AND ASPHALT APRONS TO
BE LEFT UNDESTURBED.
ANCHOR (TYP)
REMOVE EXISTING ASPHALT.
EXCAVATE FULL WIDTH 1.1m
DEEP AND APPLY MACCAFERRI
MACGRID EG-30 OR APPROVED
EQUIVALENT.
SUITABLE EXCAVATED
GRANULARS TO BE USED AS
SUBBASE MATERIAL PER
CONTRACT ADMINISTRATOR.
SANEX
SANEX
SANEX
SANEX
SANEX
EX
IS
TIN
G O
VE
RH
EA
D
HY
DR
O W
IR
ES
(T
YP
)
EX
IS
TIN
G O
VE
RH
EA
D
HY
DR
O W
IR
ES
(T
YP
)
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7
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7
1
.
9
2
2
7
2
.
0
2
2
7
2
.
0
2
2
7
2
.
2
0
2
7
2
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2
0
2
7
2
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4
4
2
7
2
.
4
4
2
7
2
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5
8
2
7
2
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8
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7
2
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9
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9
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HYDOH
EX
HYDOH
EX
HYDOH
EX
HYDOH
EX
HYDOH
EX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
HYDOH
EXHYD
OHEX
EXISTING LIGHT
POLE (TYP)
N
PROJECT
GRAN SHOULDER
PAVEMENT DESIGN
50mm SP12.5
60mm SP19.0
150mm GRANULAR 'A'
850mm RECYCLED GRANULAR/GRAN 'B'
TYPE II NON-WOVEN GEOTEXTILE
MACCAFFERRI MACGRID EG-30 OR
APPROVED EQUIVALENT
GRAN SHOULDER
REPLACE
SOCKWRAPPED
SUBDRAIN PER
OPSD 216.021
CROSS SECTION (N.T.S)
DRIVING LANE DRIVING LANE
BUTT JOINT AT 2ND ST
50mm SP 12.5
60mm SP 19.0
BUTT JOINT DETAIL (N.T.S)
EXISTING GRAVEL
ROAD
STEP JOINT AT HWY #11
50mm SP 12.5
60mm SP 19.0
APPLY TACK COAT TO ALL
CONTACT SURFACES
EXISTING
MILL 300mm
WIDE x 40mm DEEP
STEP JOINT DETAIL (N.T.S)
LEGEND
ASPHALT (EXISTING)
ASPHALT (NEW)
GRAVEL
LIMITS OF CONSTRUCTION
HYDRO POLE (EXISTING)
LIGHT POLE (EXISTING)
HYDRANT (EXISTING)
WATERMAIN VALVE (EXISTING)
RESIDENTIAL FENCE (EXISTING)
SWALE (PROPOSED)
UNDERGROUND UTILITY
GAS MAIN (EXISTING)
SWALE ELEV (PROPOSED)
EXISTING ELEV
PROPOSED ELEV
DRAINAGE
SUBDRAIN (PROPOSED)
STORM PIPE (EXISTING)
SANITARY PIPE (EXISTING)
BOREHOLE LOCATION
GAS EX
B.H.
STM EX
SAN EX
UTIL UG
SCALE 1:250-5m 0 5m 10m
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HP
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HP
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HP
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wv
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D
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Y
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H
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wv
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2ND ST
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AURORA AVE
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0.5%
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0.5%
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0.5%
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0.5%
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0.5%
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1%
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0.5%
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HIGHWAY #11
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0.5%
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2%
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6%
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3:1 MAX
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1:1.5 MAX
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2%
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6%
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3:1 MAX
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1:1.5 MAX
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3%
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3%
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C
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HP
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D
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Y
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H
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wv
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XXX.XXX
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XXX.XXX
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XXX.XXX
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PETERBOROUGH BELLEVILLE KINGSTON
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(YYYY/MM/DD)
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GREER GALLOWAY CONSULTING ENGINEERS
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1620 WALLBRIDGE LOYALIST ROAD BELLEVILLE, ONTARIO, K8N 4Z5 PHONE: 613-966-3068 FAX: 613-966-3087
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DRAWING #
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PROJECT #
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PROJECT DATE
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APPROVED BY
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REVIEWED BY
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DRAWN BY
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DESIGNED BY
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DRAWING TITLE
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1. ALL WORK SHALL BE IN ACCORDANCE WITH RELEVANT CODES AND GUIDELINES. 2. ALL DRAWINGS AND ADDENDA ARE TO BE READ AS, AND IN CONJUNCTION WITH THE SPECIFICATIONS. 3. ALL EQUIPMENT SHALL BE INSTALLED AS SPECIFIED OR APPROVED EQUIVALENT. 4. CONTRACTOR MUST CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH WORK AND BE RESPONSIBLE FOR SAME. 5. CONTRACTOR MUST REPORT ANY DISCREPANCIES TO ENGINEER FOR RESOLUTION BEFORE COMMENCING THE WORK. 6. ANY CHANGES MUST BE APPROVED BY THE ENGINEER.
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NOTES:
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PROJECT
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REVISION
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DATE YY/MM/DD
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B
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A
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B
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A
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DETAIL NO.
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DRAWING NO. - WHERE DETAILED
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(METRIC SCALE - ALL DIMS IN METERS U.N.O.)
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PLOT SCALE:
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DATE PLOTTED:
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BORDER SIZE: ISO A1 (841mm x 594mm)
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FILE PATH:
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NORTH
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STAMP
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CAD PLOTTER:
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DESCRIPTION
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COCHRANE 2019
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ROAD RECONSTRUCTION
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TOWN OF COCHRANE
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2019/08/06
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19-3-5431
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01
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COCHRANE, ONTARIO
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DRAWING SCALE (ISO A1)
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HOR:
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VER:
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NOTES: THE LOCATION OF UTILITIES IS APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING LOCATE INFORMATION FROM THE APPROPRIATE UTILITY. ROAD REHABILITATION WORKS TO BE AS PER TERRASPEC GEOTECHNICAL REPORT AUGUST 21, 2019.
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C2
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AURORA AVE
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REHABILITATION
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0+000 - 0+179
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J. CHARTRAND
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S. AMENT
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J. CHARTRAND
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S. BLAKEY
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ISSUED FOR REVIEW
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19/09/09
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1:1
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P:\Belleville Project\5000\1935431 - Cochrane 2019 Road Reconstruction\Drawings\Working Drawings\1935431- Working-2019-09-24.dwg
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2019 / 09 / 25 @ 02:14 PM
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Sean Ament
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1 : 250
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1 : 50
