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...
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
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7
4
2
7
2
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2
2
2
7
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7
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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
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4
2
7
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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
.
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
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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0
REPLACE SOCK
COVERED SUBDRAIN
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1
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2
2
2
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1
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1
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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
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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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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