manhole, catch basin, catch pit & ditch inlet … · sprklr 750 cs 300 pvc wm teraspan 50 gas...

1
MTS MTS VALVE CHMBR (ABAND) 450 CS 200 AC WM 200 WM 525 CS 200 WM 375 CS 250 WM 600 CS 300 WM 300 AC WM 900 FM 150 AC W 900 FM 600 C 200 WM 50 GAS 50 GAS SHAW HYDRO 750 CS SL MTS 6D SHAW SHAW TERASPAN SHAW SL HYDRO 600 CS 1050 CS 50 GAS 50 GAS 100 GAS (ABAND) 50 GAS 750 LDS(ABAND) SL HYDRO U/G 250 WM MTS SPRKLR SPRKLR 750 CS 300 PVC WM TERASPAN 50 GAS 100 GAS 100 GAS 50 GAS 200 WM 200 WM 450 CS MTS 2D HYDRO 900 FM MTS 2D HYDRO O/H SL 50 GAS GAS 100 GAS LDS @ 1.50% MANHOLE, CATCH BASIN, CATCH PIT & DITCH INLET STRUCTURE AND LOCATION TABLE STRUCTURE NAME DESCRIPTION FRAME & COVER NORTHING EASTING EX RIM ELEV PROP RIM ELEV INV NORTH INV SOUTH INV EAST INV WEST BOTTOM ELEV CB LEAD SPECIAL FEATURES 60321148 41 METRIC WHOLE NUMBERS INDICATE MILLIMETRES DECIMALIZED NUMBERS INDICATE METRES U239-2016-C2-CU- C2-CU- WAVERLEY STREET UNDERPASS AT CN MILE 3.89 RIVERS SUB CONTRACT 2: UNDERPASS STRUCTURE, RAILWORKS, ROADWORKS, LAND DRAINAGE SEWER, PUMPING STATION AND LANDSCAPING WORKS WARNING IF POWER EQUIPMENT OR EXPLOSIVES ARE TO BE USED FOR EXCAVATION ON THIS PROJECT THE CONTRACTOR MUST: 1. NOTIFY THE GAS COMPANY OF THE PROPOSED LOCATION OF EXCAVATION. 2. TAKE PRECAUTION TO AVOID DAMAGE TO GAS COMPANY INSTALLATIONS SEE PROVINCIAL REGULATION 210/72 FOR DETAILS. 3. OBTAIN EXCAVATION PERMITS PRIOR TO CONSTRUCTION. BID OPPORTUNITY NO. 473-2016 DETOUR - DRAINAGE PLAN 2 015 15 015 MPG 1:500 1:100 KLC 0 ISSUED FOR TENDER 17/01/09 WJd Certificate of Authorization AECOM Canada Ltd. No. 4671 Date:_____________ MATCHLINE: STA. 2+710

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MTS

MTS

VALVE

CHMBR

(ABAND)

450 CS

200 AC WM

200 WM

525 C

S

200 WM

3

7

5

C

S

250 W

M

600 C

S

300 WM

300 AC WM

900 FM

150 A

C W

M

900 F

M

600 C

S200 W

M

50 GAS

50 GAS

S

H

A

W

HYDRO

750 CS

SL

MT

S 6D

SH

AW

SH

AW

2

5

0

A

C

W

M

TE

RA

SP

AN

SHAW

SL

HY

DR

O

600 CS

1050 CS

50 GAS

5

0

G

A

S

1

0

0

G

A

S

(

A

B

A

N

D

)

50 G

AS

7

5

0

L

D

S

(

A

B

A

N

D

)

SL

H

Y

D

R

O

U

/G

2

5

0

W

M

M

T

S

S

P

R

K

L

R

S

P

R

K

L

R

7

5

0

C

S

300 PVC WM

TERASPAN

50 GAS

1

0

0

G

A

S

100 G

AS

50 G

AS

2

0

0

W

M

2

0

0

W

M

450 CS

MT

S 2D

HY

DR

O

900 F

M

MT

S 2D

H

Y

D

R

O

O

/H

S

L

5

0

G

A

S

G

A

S

1

0

0

G

A

S

1

0

3

.

5

O

F

3

0

0

L

D

S

@

1

.

5

0

%

MANHOLE, CATCH BASIN, CATCH PIT & DITCH INLET

STRUCTURE AND LOCATION TABLE

STRUCTURE NAME DESCRIPTION FRAME & COVER NORTHING EASTING EX RIM ELEV PROP RIM ELEV INV NORTH INV SOUTH INV EAST INV WEST BOTTOM ELEV CB LEAD SPECIAL FEATURES

60321148

41

METRIC

WHOLE NUMBERS INDICATE MILLIMETRES

DECIMALIZED NUMBERS INDICATE METRES

U239-2016-C2-CU-

C2-CU-

WAVERLEY STREET UNDERPASS AT CN MILE 3.89 RIVERS SUB

CONTRACT 2: UNDERPASS STRUCTURE, RAILWORKS,

ROADWORKS, LAND DRAINAGE SEWER, PUMPING STATION

AND LANDSCAPING WORKS

WARNING

IF POWER EQUIPMENT OR EXPLOSIVES ARE TO BE

USED FOR EXCAVATION ON THIS PROJECT THE

CONTRACTOR MUST:

1. NOTIFY THE GAS COMPANY OF THE PROPOSED

LOCATION OF EXCAVATION.

2. TAKE PRECAUTION TO AVOID DAMAGE TO GAS

COMPANY INSTALLATIONS SEE PROVINCIAL

REGULATION 210/72 FOR DETAILS.

3. OBTAIN EXCAVATION PERMITS PRIOR TO

CONSTRUCTION.

BID OPPORTUNITY NO. 473-2016

DETOUR

-

DRAINAGE PLAN 2

015

15

015

MPG

1:500

1:100

KLC

0 ISSUED FOR TENDER 17/01/09 WJd

Certificate of Authorization

AECOM Canada Ltd.

No. 4671 Date:_____________

M

A

TC

H

LIN

E:S

TA

. 2+

710