SMH SMH SMH SMH SMH SMH - City of Hamilton

55 . 99 HMH 67 . 99

9

9

S H R U B S 70 . 99

2

63 . 99

9

70 99.

9

.

.

7

DATE

.

9

.

REET ST

20" CW MAIN

81 . 99

.

7

3 VALVE BYPASS

E.Inv=97.12

7

92 99.

51 99. 34 99.

.

MH

T/L=99.57

E T CONCRE

S.D.McLAREN, O.L.S.

.

VC

WV WV

2

WV

99 . 99

99 . 43

45 . 99

99 . 75

WV

K WAL

T/L=99.22

S.Inv=97.96

CB

9 9 .6 6

.

9 9

7 2

9 9 .7 3

9 9 9 .8 9 .6 4 7

9 9 .8 0

9 9 9 .8 9 .6 1 4 9 9 .7 8

9 9 9 .9 9 .8 3 1

9 9 .9 8

9 9 9 .9 9 .8 9 1 9 9 .9 6

W ALK

1 0 0 .0 5

9 9 .5

1 0 1 0 0 .2 0 .0 0 4

1 0 0 .1 7

BOTTOM

1 0 0 .2 0

1 0 0 1 0 .2 0 .0 2 4 1 0 0 .1 3

1 0 0 .2 8

9 9 .6 4

BANK

9 9 .4 9

1 0 1 0 0 .3 0 .2 7 1

FLOWERS

0

1 0 0 1 .3 0 1 6 . 2 T

1 0 0 1 0 .3 0 .2 8 4 1 0 0 .2 7

1

6 2

99. 54

N

CB

T/L=99.39

CB

FULL OF MUD

MH

METRIC NOTE

u t

1 0 0 .3 8 1 0 0 .2 6

1 1 0 0 0 0 .4 .4 7 7

1 0 0 .8 9

1 0

STEPS

.8 9

9 9 .9 1

9 9 .6 8 9 9 6 5

9 9 9 9 9 1 . 3

1 0

RAI LI NG

OF

1

6

9 9 .6 3

1 0 0 .4 7

100

4

100. 5

100. 25

1 0 0 .

BA NK 9 1 1 9 0 0 0 0 STEEL GRATE .8 .5 .5 6 5 1 9 I N CONCRETE 0 0 1 .0 0 0 1 8 . 0 3 1 1 0 0 3 0 .3 0 0 2 .5 6 7 1 1 0 0 .5 1 0 1 0 0 1 0 STEEL PLATE 0 0 0 .5 .5 0 .4 0 .3 0 .4 5 I N CONCRETE 0 3 0 1 10 0 0 1 0 . 0 .5 4 0 6 1 .3 6

TTO M 9 9 8 5

BO

99 . 75

9 9

9 1 9 RAM P 0 8 0 1 .3 SHRUBS 9 T W RAM P 1 9 RETAI NI NG W ALL 0 9. 0 8 .3 6 WI TH RAI LI NG 8 T W 9 9 .8 2

.8 2

LANDI NG

9 9 0 .0 9 10 9. 0 99 9 0 . .3 9 9 5 .9 T 8 W

99. 56

1 0 0 .3 7

9 9 .7 5

99. 24

8

p o

35 00. 1

FH

9

T/L=99.56

Inv=93.21

AVENUE

OF

9 9 .5 4 9 9 .5 4

9 9

9 9 .8 7

9 9 .7 6

0

UNI VERSI TY

ASPHA LT

I N CONCRETE

STEEL PLATE

4

99 .9 3

9 9 .8 7

LP

9 9 .6 2

9 9 9 6 9 .5 8 4

2 9 9 .8 1

BH

9 9 9 .6 9 .4 1 7

9

9 9 9 .6 9 .5 7 3

9 9 .

9 9 .4 4

9 9 9 9 .5 .6 0 8

9 9 .7 2

RAM P

0 .1 2

1 0 0 .0 8 1

4

.

SMH

HYD

9 9 9. 5 9 .3 4 9

9 9 .7 5

9 9 .3 8

4 4

0

I N CONCRETE

STEEL GRATE

9 9 .4 0

9 9 .

10 0. 25

9 9 .5 3

9 9 .7 5

4 6

.5 7

9 9 .6 1

PIT=95.43

STONE

I N CONCRETE

BANK

9 9 .4 9

9 9

9

7 0

.7 3

9 9

9 9 .7 3

9 9 .8 .7 8 7

9 9 .9 2 9

BOTTOM OF

STEEL PLATE

4

OF

BANK

9 9 .4 0

6 8

9

8 6

9 9 .8 9 9 9

7

9 9 . 1 0 0 9 . 9 .9 05 5

1 0 0 9 . 9 .9 10 7

9 9 .7 1

1 1 0 0 0 0 .0 7 .0 5 1 0 0 .0 0

STEPS

9 9 9 .5 9 .3 2 7

.

TOP

OF

9 9 .4 6

9 9

W ALK

1 0 0 .0 2

9 9 .

1 0 0 .0 4

99.58

99. 46 99. 38

5

BOTTOM

9 9 .5 0

6 7

9 9 .7 0

9 3

9 9 9 9 .9 .9 7 4

0 .2 3

T/L=100.43

9 9 .6 3

.

9 9 .4 1 9 9 6 1

.

.

9 9 .4 7

3

MH

9 9 9 9 .6 .6 1 0

.

.

I N CONCRETE

9

9 9 .3 9

9 9

CONCRETE

9 9

1

9 9 .8 5

GRATE

STEEL

86 99.

9 9 .9 1

0 .2 0 .0 0

FLOWERS

9 9 9 .4 9 .3 7 4

.

G R A S S

G R A S S

9 9 .8 6

9 9 .9 0

9 9 .9 4

9 9 .9 3

9 9 .7 9

9 9 .7 3

100. 04

1

1

1 0 0 .2 0 .1 9 9

78 99.

9 9 .6 2

99 . 58

9 9 .3 9

9 9 .7 1

SI GN 9 9 9 .7 9 .7 .7 4 2 0

G R A S S

S H R U B S

8 4

9 9 .7 9

9 9 .7 3

9 9 .9 9 1 . 8

1 0 0 .0 4

1 0 9 0 9 . .9 02 2 1 0 9 0 9 . .9 03 4

9 9 9 .9 9 5 8

9 9 .8 9

9 9 .9 5

9 9 .8 6

9 9 .8 6

7 4

1 0 9 0 9 . .9 05 9 9 2 .8 8

1

1 0 1 0 1 .3 0 1 0 .2 0. 4 0 2 .1 9 1 6

1 0 0 .2 2

.

99 . 99 47 .3 3

9

9 9 .5

CURB

7

9

9 9 .3 1

.

.

ST ONE S

STEEL GRATE

6

9 9 .3 9

6

CONCRETE

H C A O R P P A

9 9 .4 6

.

6 .5 7 3

9 9 .

9 9 9 9 . 8 8 7 9 9 9 9 . .8 6 5

9 9 9 .7 9 .6 2 3

.9 0

9 9 .

9 9 .3 4

9

9

9 1

1 0 0 .0 1

9

9 9 9 .5 9 .4 7 6

99. 79

9

9 9 .6 9 3 . 8

9 .8 9 0 . 8

9

9 9

9

9 9

7 5

9 9 9 .8 9 .7 3 1

.9 4

9 9 .9 4

8

9 9 9 6 9 0 . 9

6

9 9 9 . 9 3 5 3

S.Inv=98.28 9 9 .6 5

8

9

9 9 .8 2

8

.9 2

1 0 1 0 0 .1 0 .0 4 2

1 0 1 0 0 .2 0 .1 5 2

1 0 0 .1 8

1 0 0 1 0 .3 0 .1 1 8

PAT I O

9 9 9 .4 9 .2 1 8

.

9 9 9 . 9 .3 2 4

.

9 9 .5 9

9 9 9 8 9 2 6 9

9 9

9 9 .

9

9 9 9 7 9 3 . 0

9 9 9 . 9 .7 0 7

8 .7 9 5

9 9

9 9 .8 3

8

COULD NOT OPEN

2

9

9 9 .8 2 7

9 9 .6 9

9 9 .6

9 8 .8 5 8

9 9

9 9 .

9 9 .7 8

.5 7

9 9 .6 7

5 7

8 5

1 0 0 .4 8

6

1 0 0 .4 8

9 9 .8 9

9 9 .6 7

9 9 9 9 .6 .6 7 8

9 9

9 9 .6 7

9 9 .8 2

9 9 . 7

.7 2 9 9 .7 3

9

9 9 .6 9

1 0 0 RAM P .6 1 1 1 1 0 0 0 0 0 0 1 .4 .4 0 . 0 0 1 .4 8 0 1 1 0 0 0 1 0 .4 0 . 0 7 .4 5 1

1 0 0

1 0 0 .1 9 9 9 .6 7

9

9 9 .8 6

1 0 0 .5 6

5

12" CW

N MAI

.

.

.

.

.

9 9 9 4 9 .2 6 5

9

9

9

9 9 9 5 9 0 . 8

4

9

9 9 .7 1

RAMP 99. 87 99 . 90

6 6

.8 7

9

.

9 9

9

8 6 .

9 9 .6 3

9 9 .8 0

9 9

9 9 .7 7

SIGN

LP

1 1 0 0 0 0 .0 .0 5 4

E.Inv=97.91

7

ZSIGN

MH

9 9 .6 2

T/L=99.44

99. 94 .

9 9 .4 4

MH

8 6

7 3

8 9 4 9 .8 4

9 9

9 9 .7 8

G R A S S .

6 4

7

9 9 .7 2

9 9

9

8 2

W ALK

3 7

9 9

9 9 .9 9 0 9 .8 0

9 9 .

9

9

9 9 .7 8 9 9 7 6

LP 9 9 .6 6

9 9

99 . 75

9 9 9 .7 . 8 .7 4 CONCRETE 9

.6 1

9 .7 1

.

.

9

9 9 .9 1

67 . 99

0

9 9

STONES

N.Inv=98.26

4

6

7 7

9 9 9 .7 9 .5 3 7

9 9 .8 9

9 9 .

92 99. 72 99.

9

1 0 0 .0 6

52 . 99

T/L=99.57

9 9 .

2

9

9 9

9 9 .7 9 3 . 1

9 9 9 9 . .7 74 5

9 9 .7

99 .8 8 99 .7 4

9 9 9 .7 9 .7 2 3

9 9 8 9 1 9 .7 8 9 9 .7 8

7

T/L=100.22

1 0 0 .0 2 9 9 .8 9

G R A S S

9 .7 3 9

CB WALK

0

.

DISTANCES SHOWN ON THIS

PLAN ARE IN METRES AND

CAN BE CONVERTED TO FEET

HYD

LP

9 9 .9 2

1 0 0 .0 2

9 9 9 8 9 .7 6 4

9 9 .7 4

9 9

9 9 9 9 .9 9 .8 9 .8 6 6

9 9 9 .9 9 .8 6 1 9 9 .8 2

9

89 . 99

9 9 .9 7

99 . 45

.

9

8 7

.

CONCRETE

9 9

E.Inv=97.60

9

99.67

.8 0

T/L=99.31

6

.

9

W.Inv=98.26

STONE

9 9 9 .9 9 .8 4 0

44 99.

4

9 9 .

99. 43

9

.6 8

CB

0

9

E.Inv=98.26

0

9 9 .6 6

T/L=99.46

9 9 .6 5

E.Inv=97.94 9 .7 5

MH

9 9 .6 0

N.Inv=97.74

7

9 9 9 .7 9 .5 0 7

CB

4

9 9 .5 3

T/L=99.83

9 .9 8

MH

9 9 9 .5 9 .4 7

S.Inv=97.63

9 9 .7 0

87 99. 77 99.

9

N.Inv=97.76

BUILDING

9 9 .9 9 0 . 4

99.27

96 99. 82 99.

9 9 .9 1

9 9 .7 5 9 9 .7 6

99. 86 99. 73

9 9 .8 2 99 .82 99 .70

99. 83 99. 70

9 9 9 .8 9 0 6 3

.

9 9 .8 6

9 9 .7 5

9 9 .8 3

9 9 .8 7

9 9 .8 7

9 5

9

W.Inv=96.12

9 9 .7 7

W.Inv=97.65

.

9 9 .5 5

RAMP

9 9 9 .9 9 .7 6

WALK

9 9 9 .9 9 .7 8

PAINTED

9 9 .8 8

9 9 .7 9

N.Inv=FULL OF MUD

9 9 .4 9

LP

.

9 9 9 .9 9 .7 2 8

BH

9 9 .8 6

S.Inv=98.05

9 9 9 .8 9 .7 9 5

E.Inv=98.02

S.Inv=98.44

9 9 9 .9 9 .8 6 4

6 9 9 9 .9 9 .7 2 9

N.Inv=98.02

N.Inv=98.44

9 9 .8 4

9 9 .7

T/L=99.69

T/L=99.54

9 9 9 .9 9 .8 3 0

PAINTED

BOULEVARD 5

9 9 .8

9

9 9 .8 1

9 9 .7 4

9 9 .7 7

T/L=99.68

9 9 9 9 .4 . 5 6

CURB

9 9 .7 9 7 9 .7 9

9 9 .7 1 0

BH

CONCRETE

9 9 9 .8 9 8 .8 8 4 3

9 9 .7 4

9 9 .7 3

9 9 .7 0

9 9 9 9 .8 .7 0 9

9 9

1 0 0 .0 9

1 0 0 1 0 .1 0 .0 9 7

9 9 .

S.Inv=96.21

9 9 9 .7 9 0 5 4

99. 41

.7 9 5 9 .7 5

9

9 9 .6 5

9 9 .7 0

87 99.

CB

9 9 .7

ST ON ES

9 9

9 9 .7

CB

.6 0

E.Inv=97.54

9 9 9 .5 9 9 . 6

9 9 .7 0

99. 81 99. 69

9 9 .6 7

9

N.Inv=97.59

9 9 .4 2

9 9 .6 8

K L

9 9 .8 7

9 9 9 .7 9 .6 0 7

9 9 .6 3

9 9 .8 7

S.Inv=98.14

6

9 9 .6 9 .4 3 7

99 . 1 6

A

9 9 .8 1

9 9 .6 1

9 9 .6 5

T/L=99.74

9

9 9 .5 8

LP

SIGN

9 9 .3 9

99 . 40

W

.

5 1

9 9 .6 1

O C

E T E R C

9 9 .5 6

.

N

100.04

9 9 9 .5 9 .4 5 0

1

9 9 .6 2

9 .8 8

1 0 0 .0 7

BOULEVARD

9 9

S

74 . 99 61 . 99

9 9 .5 4

.

7

9 9 .4 4

WATER ELEV-97.82

MH

9 9 .5 6

T/L=99.25

99. 65 99. 52

9 9 .5 4

61 99. 49 99.

99. 5

U

9

9 9 9 .4 9 .2 3 7

H 9 9 .4 5 9 9 .4 2

9

9 9 .6 8

9 9 .6 0

LIGHT

9 9 .4 6

9 9 .6 2

.

9 9 .6 8

9 9 .5 7

EMERGENCY

9 9 .5 7

T/L=99.73

9 9 .5 8

9 9 9 . 9 47 .3 5 9 9 .5 4

9 9 .8 5 9 9 .8 2

PARKING

9 9 .3 4

CB

HANDICAPPED

9 9 .4 2

B

SIGN

9 9 .5 4

9 9 .6 5

9 9 .6 1

9 9 .9 3

SIGN LP

9 9 9 .2 9 .1 7 0

R

99. 62

9 9 .6

.9 8

HANDICAPPED

9 9 .4 6

99. 73

9 9 .7 8

9 9 .8 5

9 9 .8 8

9

.1 6

PARKING

99 . 45 9 9 .4 0

9 9 .5 1

99.67

9 9 .5 6

99.55

LK

ST ON ES

99. 60

9 9 .7 8

9 9 .8 4

100

1 0 0 1 0 . 0 .0 5 6

.1 9

1 1 0 0 .2 .0 6 9

1 0 0 1 0 .1 .0 9 7 1 0 0 .0 6

SIGN

WA

S

4 5

9 9 .8 5

9 9 .7 5

9 9 .9 6

1 0 0 1 0 .1 0 .0 5 0

1 0 0 1 0 .1 0 .0 6 6

1 0

CITY OF HAMILTON

HYD

RE TE

STONES 9 9

8 9

9 9 9 .8 9 .7 3 2 9 9 9 .8 9 .6 3 8

1 0 0 .1 2

9

PAINTED

6 .4 9 32 9 . 9 9

NC

.

CO

99 .5

9 9

75 . 99 69 . 99

99 .20

9 9 .5 2

6 6

LP

9 9 .2 9

9 9 .4 6

9 9

9 9 .6 8

9 9 .8 9

1 0 0 . .9 14 8

0 .0 5

1 0

0

9 9 .2 0

THE BOUNDARY LOCATION AND DIMENSIONS WERE DERIVED FROM A 9 9 9 .6 9 .5 4 2

9 9 9 .7 9 .6 1 3

.8 4

9

.1 9

9

9 9 .4

DRAWING No C-01) AND NOT BY AN ACTUAL FIELD SURVEY. 9

PARKING

9 9 9 .1 9 .0 9 6 9 9 9 1 9 .0 3 4

9 9 .4 0

9. 69 C= 12 99 . 7. 65 64 1

HANDICAPPED

.5 99

20" CW MAIN 9

9 9 .8 0

9 9 .9 1

9

9 9 .4 6

9 9 . 7 8

9 9 .4 9

13 3 .6 7 0

99 .5

9 9 .8 9 9 9 .6 9

1 0 0 .0 5 9 9 .7 4

9 9

9 9 9 .7 9 .5 3 9

9 9 9 .9 9 .7 2 9

1 0 0 9 . 9 .9 08 6

9

9 9 9 .3 9 7 1 9

DRAWING PROVIDED BY McMASTER UNIVERSITY (PROJECT No 95-111

9 9 .6 0

A =

9 9 .6 5

99 .7 5

12 7 .5 9 5

9 9 .7 7

5

1 0

.

4 .8 9 2 9 .7 9 9

9 9 .7 9

.

9 9 .6 9 .4 2 6

0

W.Inv=97.90

.

0

6

7

9 .6 9 56 9 . 9 9

.

E.Inv=97.90

100.91

.

5 .7 9 9

LP

0

R =

9 9 9 .8 9 .7 5 0

7

0

T/L=99.72

2 STOREY 8

WALK

92 . 99

7 9 9 .

1

CB

E.Inv=96.18

9

4" CW

VALVE CHAMBER

7 8

10 0. 18 10 0. 04

9 9 .9 5

9 9 .9 7 8 4

LP

9

P

MONUMENT SET

S.Inv=98.83

FLOOR

M

6 .0 0 10

FIRE HYDRANT

9 9

1 0

1 0 1 0 0 .1 0 .0 8 2

.

6 .0 0 0 1

1 0 0 .

0

9 9 .9 9

9 6

. 9

N.Inv=98.83

P

A

S

8

9

9

CB

T/L=99.89

M

9

R

E

9 9 .

9

9 9 9 . 9 .7 0 7

9 9 .2 2

S.Inv=98.45

10 0

1 0 . .1 20 5

N.Inv=98.45

N

S

1 0 0 .0 8

O

B 6

T

1 0 9 0 9 .0 9 5 0

U S

9 9 .

S E

R

1 0 0 .1 6 1 0 0 .2 3

N

H

1 0 0 .2 8

O T S

S

5 .5 9 9

1 0 1 0 0 .2 0 .0 1 8

1 0

1 0 0 .2 9

1 0 0 .2 2

CB

R A

SILL

0 10

K

1 1 0 0 0 0 . .2 33 8 N

1 0 1 0 0 .3 .1 0 6

A

1 1 0 0 .3 .2 7 1

1 0

MH N.Inv=96.11

DOOR

.

0 10

0 .3 0 .2 6 3

0 .1 2

.

9

BANK

1

0

.

MH

9

OF

B

2 .9 9 9

LEGEND: 9

9

TOP

. 9

ES

1 0 1 0 .3 0 .2 3 0

1

IN THE

SMH

HYD

0

24 0. 10 09 0. 10

CURBSTONES

T/L=99.75

SHRUBS

CONCRETE

5 0. 10

S.Inv=98.07

SIGN

LOADING DOCK

7

9

2 .4 0 30 10 0. 10

E.Inv=98.05

WALK

RAILING

RAILING

9

37 . 100

T/L=99.92

8 0

IN CONCRETE

1 .6 9 9

0

CONCRETE 0

100.89

STEEL GRATE

.

7 0.5 10

0

0

STEPS

.

9 .9 9 9

1 0 1 0 0 .2 .1 5 2

LAND1NG .

2 .9 4 9 .8 9 9 9

N.Inv=98.05

0

0

7 .9 9 9

10 0. 15

ON ST

5 8

0 9 9

0.0.8 TREE

0

9

9

75 99.

WALK

FLOOR 9

6

6 .6 9 9

PAINTED

4 .8 9 71 . 9 9 9

P

NOTE M

K

"

A

N

FH "

0 0 F

WATER VALVE

0

O

"

R

A

WV

B

LIGHT POLE

7 1 00. 1

M

INVERT

O TT

DIAMETER

"

F

TOP OF LID

"

O

CATCH BASIN

"

O

"

LP

LP

B

P

"

T/L

INV

1 .0 0 10

CB

O T

MANHOLE

S

A.T.McLAREN, O.L.S.

"

E

MEASURED

"

MH

N

0

O

STANDARD IRON BAR

"

824

2 .8 97

"

Msd

0

T

SIB

0

S

IRON BAR

0

5 0 5 10 9.7 9.5 .2 9 9 9 9

ELEVATION - 100.273 P

SIDE ENTRANCE, AT ROAD LEVEL. No 65-U-033 M

CORNER, 0.15 m BELOW STONE SIDING, 5.2 m SOUTH OF 4 A

IN EAST CONCRETE FOUNDATION WALL, 3.8 m FROM SOUTHEAST R

REFERRED TO CITY OF HAMILTON BENCH MARK No 1-19 95 8. LEV B =9 E C L R T/ TE A W

OF MAIN STREET, 75 m WEST OF EMERSON STREET, TABLET 5 .2 0 0 1

CANADIAN MARTYRS SEPARATE SCHOOL, ON SOUTH SIDE .5 99 5 .7 99

0

04 .8 63

ELEVATIONS SHOWN ON THIS PLAN ARE GEODETIC AND ARE 0 10

BENCH MARK NOTE:

VE I DR

MONUMENT FOUND

"

24

S TE

"

IB

16

8 0.2 10

O CO

DENOTES

8

75 99.

2 61 . 56 C=

VC

0

9 9 .9 8

8 06 . 57 A= 1 0 0 .0 3

4

HYD

8

1 0 1 0 0 .1 0 .1 3 3

McMASTER UNIVERSITY 12" CW

165 13. R= 1 0 9 0 9 . .8 02 8

TOPOGRAPHIC SURVEY

OF PART OF

SCALE 1: 400 METRIC metres

S.D. McLAREN, O.L.S. - 2002

5

1

5

MH

T/L=100.30

Inv=95.40

SMH .

MH

T/L=99.57

.

N.Inv=97.64

SMH

HYD

SMH

T/L=99.38

MH

N.Inv=93.55

SOUTH INVERTS TOO

FAR UNDER TO OBTAIN

SMH HYD

T/L=99.25

SIGN

WV WATER ELEV-98.02

WEST

A.T. McLaren LEGAL AND ENGINEERING SURVEYS 69 JOHN STREET SOUTH, SUITE 230

BY DIVIDING BY 0.3048

Drawn RBM Checked MW Scale 1:400

Limited

DECEMBER 11, 2002 PHONE (905) 527-8559 FAX (905) 527-0032

HAMILTON, ONTARIO, L8N 2B9

Dwg.No. 30178