engineers, planners & landscape architects · cb mhst inv=69.88s stm mh inv=70.58w cb cb cb cb...

1
CB MHS INV= INV= STM MH CB CB CB CB THH HH HYD HYD P P TC UTILITY MH HYD HYD HM LS HP BP CBL PED GASBOX HP BP LS HP BP BENCH M BOLLARDS GASBOX GASBOX FH, NF HM FH, NF BIKE CONC PSTONE PSTONE CONC CONC WALL WALL 0.07 WOOD CONC 1.15 WOOD PSTONE CONC CONC ASPH PSTONE PSTONE 0.10 WOOD CONC FBD CONC ASPH 0.20 CONC SHRUB PSTONE PST 20 25 PSTONE 0.15 CONC CONC PSTONE 72 39 10 1.10 CLF CONC SHRUB 24 15 11 CONC CONC PSTONE ASPH 0.75 WOOD PSTONE ASPH CONC PSTONE ASPH 40 0.20 STONE PSTO 14 32 ASPH ASPH 2.70 WOOD 1.35 WOOD 1.90 WOOD 29 20 CONC ASPH 10 1 1 13 BOOK EXCHANGE SHRUB 0.10 CONC FBD 0.14 WOOD CONC GATE SP SP SP SP SP CB 8 216 6 R 214 219 4 2 378 SP SP SP SP SP 450mmØ COMB MHSA37764 MHCH1 MHCH14932 MHST37760 08 09 9.8m-600mmØ COMB @ 1.42% 82.8m-600mmØ COMB @ 1.30% 54.9m-600mmØ COMB @ 1.51% BH 19-9 MHCH14932 200mmØ WM CB SAN MH CB MHST INV=69.88S INV=70.58W STM MH SAN MH CB CB SAN MH CB CB CB TRAFFIC MH SAN MH THH HH P THH HH HYD HYD WELL MHU P VB P THH HH CB P P P THH'S HH TCB HH UTILITY MH TRAFFIC MH P TRAFFIC MH THH HH P HYD HYD TRAFFIC MH GASBOX GASBOX HM GASBOX GASBOX POST BOLLARD HP BP LS GASBOX POST HM LS HP BP CBL PED GASBOX HP BP LS HP BP HM BENCH HP BP BOLLARDS GASBOX GASBOX FH, NF GASBOX GASBOX HM FH, NF BIKE BENCH PED BENCH HP BP TL TL LS BOLLAR TL TL TL GASBOX GP TL G BOLLARD LS BOLLARD LS BOLLARD GASBOX A/C CONC CONC CONC PSTONE PSTONE CONC CONC 0.20 STONE ASPH SHRUB PSTONE ASPH 2.10 WOOD 1.25 WOOD 0.07 WOOD 0.07 WOOD ASPH HEDGE 20 19 25 11 PSTONE CONC CONC CONC GASBOX WALL WALL 0.07 WOOD CONC 1.15 WOOD PSTONE CONC CONC ASPH PSTONE PSTONE CONC CONC 0.10 WOOD 0.10 WOOD 0.10 WOOD ASPH 0.10 WOOD 10 1.10 WIF 1.10 WIF ASPH CONC 50 49 45 18 16 ASPH 1.40 WOOD ASPH WALL WALL CONC FBD CONC ASPH 0.20 CONC SHRUB PSTONE PSTONE 20 20 25 ASPH ASPH PSTONE 0.15 CONC CONC PSTONE 72 39 10 1.10 CLF CONC CONC 0.05 WOOD SHRUB 24 15 11 CONC CONC PSTONE ASPH 0.75 WOOD PSTONE ASPH CONC PSTONE ASPH 40 0.20 STONE PSTONE CONC PSTONE 14 32 ASPH ASPH 2.70 WOOD 1.35 WOOD 1.90 WOOD 29 20 CONC ASPH CONC 10 CONC PSTONE 14 10 12 10 11 PSTONE PSTONE CONC PSTONE CONC 10 13 PSTONE CONC 0.25 CONC 0.25 CONC 18 PSTONE ASPH CONC 0.30 CON 1.25 CLF 0.30 CONC CONC PSTONE CONC CONC ASPH 0.15 CONC CONC CONC HM ASPH ASPH CONC PSTONE CONC CONC BOOK EXCHANGE FBD CONC SHRUB 0.10 CONC FBD 0.14 WOOD CONC CONC PSTONE GATE BELL MH SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP mh mh CB CB CB 213 368 210 208 212 8 195 355 233 366 196 216 376 185 6 197 206 R SP SP SP 232 214 234 219 215 217 4 379 370 2 381 377 375 373 357 378 SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP 450mmØ COMB 375mmØ COMB 750mmØ COMB mmØ COMB 450mmØ COMB mØ COMB MHSA37764 MHCH14917 MHCH14916 MHCH14932 MHST37760 375mmØ STM 08 09 82.8m-600mmØ COMB @ 9.8m-600mmØ COMB @ 1.42% 82.8m-600mmØ COMB @ 1.30% 54.9m-600mmØ COMB @ 1.51% BH 19-8 BH 19-9 MHCH14916 450mmØ COMB MHCH14917 450mmØ COMB MHCH14932 200mmØ WM ottawa.ca 3-1-1 TTY / ATS 613-580-2401 Engineers, Planners & Landscape Architects PVI STA: 5+018 PVI ELEV: 72.90 PVI STA: 5+054.68 PVI ELEV: 72.66 PVI STA: 5+084.14 PVI ELEV: 72.79 70.37 71.01 DC DC 8" (200mm) WATER DC DC DC DC DC DC DC 18" (450mm) SANITARY SEWER RUE CAMBRIDGE STREET N VB VB VB 8" (200mm) WATERMAIN RIB RIB RIB 5" WATER ABAND 203mm WATERMAIN 750mm COMBINED SEWER 400mm WATERMAIN 8" (200mm) WATERMAIN RUE CHRISTIE STREET 750mm COMBINED SEW 542mm HYDRO 542mm HYDRO AVENUE BRONSON AVENUE BELL BELL BELL 914mm WATERMAIN -0.52% -1.74% -1.31% -0.64% -0.64% 600mmØ 0.43% 0.43% COMB 600mmØ COMB TRAFFIC TRAFFIC TRAFFIC LOOP TRAFFIC TRAFFIC LOO 4" (100mm) GAS ABAND 100mm GAS 75mm GAS 4" (100mm) GAS 2" LINED 75mm GAS 4" (100mm) GAS ABAND VC VC VC VC VC 18" (450mm) SANITARY SEWER DC DC RUE CHRISTIE STREET 8" (200mm) WATERMAIN EXISTING PROFILE APPROXIMATE LOCATION OF 70.86 70.71 NW=70.87 NE=69.92 70.36 1+625 73.06 72.92 72.90 75 75 74 74 73 73 72 72 71 71 70 70 69 69 68 68 67 PROPOSED ELEVATION TOP OF EX WM ELEVATION SAN/COMB SEWER INVERTS CHAINAGE PVI STA: 5+018 PVI ELEV: 72.90 PVI STA: 5+054.68 PVI ELEV: 72.66 PVI STA: 5+084.14 PVI ELEV: 72.79 08 09 08 APPROXIMATE LOCATION OF BEDROCK CONC CL 100-D 82.78m - 600mmØ COMB 72.90 5+025 72.85 70.37 70.57 70.68 70.66 70.66 70.76 70.77 70.82 70.84 71.01 71.01 NW=69.90 1+630.20 E=69.87 NW=69.90 5+021.08 E=69.87 NW=70.87 NE=69.92 SW=69.29 E=68.79 W=68.42 S=73.00 NW=73.00 9.83m 600mmØ COMB @ 1.42% W=69.73 5+027.64 NE=69.70 5+050 72.69 72.66 5+075 72.75 72.79 5+100 CONC CL 100-D 54.93m - 600mmØ COMB @ 1.51% EX. HYD 5+083.15 SW=69.14 5+098.16 HORIZONTAL (1:250) 0 2 4 6 8 10 0 0.5 1.0 1.5 2.0 VERTICAL (1:50)

Upload: others

Post on 04-Jun-2020

18 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Engineers, Planners & Landscape Architects · cb mhst inv=69.88s stm mh inv=70.58w cb cb cb cb hh thh hyd p p tcb utility mh hyd hm ls hp bp cbl ped gasbox hp bp ls hp bp bench hm

CB

MHST

INV=69.88S

INV=70.58W

S

T

M

M

H

CB

CB

CB

CB

T

H

H

H

H

H

Y

D

H

Y

D

PP

T

C

B

U

T

I

L

I

T

Y

M

H

H

Y

D

H

Y

D

HM

LS

HP BP

C

B

L

P

E

D

G

A

S

B

O

X

H

P

B

P

LS

H

P

B

P

B

E

N

C

H

HM

B

O

LLA

R

D

S

GA

SB

OX

GA

SB

OX

FH, NF

HM

F

H

, N

F

B

IK

E

CONC PSTONE

PSTONE

CO

NC

CO

NC

WALLWALL

0.07 WOOD

CONC

1.15 W

O

O

D

P

S

T

O

N

E

C

O

N

C

C

O

N

C

A

S

P

HP

ST

ON

E

PS

TO

NE

0.10 WOOD

C

O

N

C

F

B

D

C

O

N

C

A

S

P

H

0.20 C

O

N

C

S

H

R

U

B

PSTONE

PSTONE

20

25

P

S

T

O

N

E

0.15 CONC

C

O

N

C

P

S

T

O

N

E

72

39

10

1.10 C

LF

CO

NC

S

H

R

U

B24

15

11

C

O

N

C

C

O

N

C

P

S

T

O

N

E

A

S

P

H

0.75 WOOD

P

S

T

O

N

E

A

S

P

H

C

O

N

C

P

S

T

O

N

E

A

S

P

H

40

0.20 S

T

O

N

E

P

S

T

O

N

E

14

32

A

S

P

H

A

S

P

H

2.70 W

O

O

D

1.35 W

O

O

D

1.90 W

O

O

D

29

20

C

O

N

C

A

S

P

H

10

14

10

13

B

O

O

K

E

X

C

H

A

N

G

E

SHRUB

0

.1

0

C

O

N

C

F

B

D

0.14 W

O

O

D

CONC

GATE

SP

SP SP

SPSP

CB

8

216

6

R

214

219

4

2

37

8

SP

SP SP

SPSP

4

5

0

m

m

Ø

C

O

M

B

M

H

S

A

3

7

7

6

4

M

H

C

H

1

4

9

1

7

M

H

C

H

1

4

9

3

2

M

H

S

T

3

7

7

6

0

08

09

9

.

8

m

-

6

0

0

m

m

Ø

C

O

M

B

@

1

.

4

2

%

82.8m-600mmØ COMB @ 1.30%

5

4

.9

m

-6

0

0

m

m

Ø

C

O

M

B

@

1

.5

1

%

B

H

19-9

MH

CH

14932

200m

m

Ø W

M

C

B

S

A

N

M

H

C

B

M

H

S

T

IN

V

=

6

9

.8

8

SIN

V

=

7

0

.5

8

W

S

T

M

M

H

S

A

N

M

H

CB

C

B

S

A

N

M

H

CB

C

B

CB

T

R

A

F

F

I

C

M

H

S

A

N

M

H

THH

HH

P

TH

H

H

H

H

Y

D

H

Y

D

WELL

M

H

U

P

V

B

P

TH

H

H

H

C

B

P

P

P

THH'S

HH

TCB

HH

U

T

I

L

I

T

Y

M

H

T

R

A

F

F

I

C

M

H

P

T

R

A

F

F

I

C

M

H

TH

H

H

H

P

H

Y

D

H

Y

D

T

R

A

F

F

I

C

M

H

G

A

S

B

O

X

G

A

S

B

O

X

H

M

G

A

S

B

O

X

G

A

S

B

O

X

P

O

S

T

B

O

L

L

A

R

D

H

P

B

P

L

S

G

A

S

B

O

X

P

O

S

T

H

M

LS

H

P

B

P

CBL

PED

GASBOX

HP BP

LS

HP BP

HM

BENCH

H

P

B

PBOLLARDS

G

A

S

B

O

X

G

A

S

B

O

X

F

H

, N

F

G

A

S

B

O

X

G

A

S

B

O

X

H

M

FH, NF

BIKE

BENCH

PED

B

E

N

C

H

H

P

B

P

TL

TL

LS

B

O

L

L

A

R

D

TL

TL

TL

G

A

S

B

O

X

G

P

TL

G

A

S

B

O

X

B

O

L

L

A

R

D

LS

B

O

L

L

A

R

D

LS

B

O

L

L

A

R

D

G

A

S

B

O

X

A

/C

C

O

N

C

C

O

N

C

C

O

N

C

P

S

T

O

N

E

P

S

T

O

N

E

C

O

N

C

C

O

N

C

0

.2

0

S

T

O

N

E

A

S

P

H

S

H

R

U

B

P

S

T

O

N

E

A

S

P

H

2

.1

0

W

O

O

D

1

.2

5

W

O

O

D

0

.0

7

W

O

O

D

0

.0

7

W

O

O

D

A

S

P

H

H

E

D

G

E

2

0

1

9

2

51

1

P

S

T

O

N

E

C

O

N

C

C

O

N

C

C

O

N

C

G

A

S

B

O

X

W

A

L

L

W

A

L

L

0

.0

7

W

O

O

D

C

O

N

C

1.15 WOOD

PSTONECONC

CONC

ASPH

P

S

T

O

N

E

P

S

T

O

N

E

C

O

N

C

C

O

N

C

0

.1

0

W

O

O

D

0

.1

0

W

O

O

D

0

.1

0

W

O

O

D

A

S

P

H

0

.1

0

W

O

O

D

1

0

1

.1

0

W

IF

1

.1

0

W

IF

A

S

P

H

C

O

N

C

5

0

4

9

4

5

1

8

1

6

A

S

P

H

1

.4

0

W

O

O

D

A

S

P

H

W

A

L

L

W

A

L

L

CONC

FBD

CONC

ASPH

0.20 CONC

SHRUB

P

S

T

O

N

E

P

S

T

O

N

E

20

2

0

2

5

A

S

P

H

A

S

P

H

PSTONE

0

.1

5

C

O

N

C

CONC

PSTONE

72

39

10

1.10 CLF

CO

NC

CO

NC

0

.0

5

W

O

O

D

SHRUB

24

15

11

CONC

CONC

PSTONE

ASPH

0.75 W

O

O

D

PSTONE

ASPH

CO

NC

PSTONE

ASPH

40

0.20 STONE

PSTONE

C

O

N

C

PSTONE

14

32

ASPH

ASPH

2.70 WOOD

1.35 W

OO

D

1.90 WOOD

29 20

CONC

ASPH

CO

NC

10

C

O

N

C

P

S

TO

N

E

14

1

0

1

2

1

0

1

1

P

S

TO

N

E

P

S

TO

N

E

C

O

N

C

P

S

TO

N

E

C

O

N

C

1013

P

S

TO

N

E

C

O

N

C

0.25 C

O

N

C

0.25 C

O

N

C

18

P

S

TO

N

E

A

S

P

H

C

O

N

C

0.30 C

O

N

C

1.25 C

LF

0.30 C

O

N

C

C

O

N

C

P

S

TO

N

E

C

O

N

C

C

O

N

C

A

S

P

H

0.15 C

O

N

C

C

O

N

C

C

O

N

C

H

MA

S

P

H

A

S

P

H

C

O

N

C

P

S

TO

N

E

C

O

N

C

C

O

N

C

BOOK

EXCHANGE

FB

D

C

O

N

C

S

H

R

U

B

0.10 C

O

N

C

FBD

0.14 WOOD

C

O

N

C

C

O

N

C

P

S

TO

N

E

G

A

T

E

B

E

L

L

M

H

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP SP

SP

SP

SP

mhmh

C

B

C

B

C

B

213

368

210

208

212

8

195

355

2

3

3

366

196

216

3

7

6

185

6

197

206

R

SP SP

SP

2

3

2

214

2

3

4

219

215

217

4

3

7

9

370

2

381

377

375

373

357

3

7

8

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP

SP SP

SP

SP

SP

450mmØ COMB

375m

m

Ø

C

O

M

B

750m

m

Ø

C

O

M

B

300m

m

Ø

C

O

M

B

4

5

0

m

m

Ø

C

O

M

B

7

5

0

m

m

Ø

C

O

M

B

M

H

S

A

3

7

7

6

4

M

H

C

H

1

4

9

1

7

M

H

C

H

1

4

9

1

6

M

H

C

H

1

4

9

3

2

M

H

S

T

3

7

7

6

0

375m

m

Ø

S

T

M

08

09

82.8m

-600m

m

Ø

C

O

M

B

@

1.30%

9

.

8

m

-

6

0

0

m

m

Ø

C

O

M

B

@

1

.

4

2

%

82.8m

-600m

m

Ø

C

O

M

B

@

1.30%

54.9m-600mmØ COMB @ 1.51%

BH

19-8

BH 19-9

MH

CH

14916

450m

m

Ø

C

O

M

B

MH

CH

14917

450mm

Ø C

OM

B

MH

CH

14932

200mmØ WM

ottawa.ca

3-1-1

TTY / ATS 613-580-2401

Engineers, Planners & Landscape Architects

PV

I S

TA

: 5+

018

PV

I E

LE

V: 72.90

PV

I S

TA

: 5+

054.68

PV

I E

LE

V: 72.66

PV

I S

TA

: 5+

084.14

PV

I E

LE

V: 72.79

70.37

71.01

D

C

D

C

8" (2

00mm

) WAT

ERMA

IN

D

C

D

C

D

C

D

C

D

C

D

C

D

C

18" (

450m

m) S

ANIT

ARY

SEW

ER

R

U

E

C

A

M

B

R

ID

G

E

S

T

R

E

E

T

N

V

B

V

B

V

B

8" (2

00m

m) W

ATER

MAI

N

R

I

B

R

I

B

R

I

B

5" WATER ABAND

203mm WATERMAIN

750mm COMBINED SEWER

400mm WATERMAIN

8" (200mm) WATERMAIN

R

U

E

C

H

R

IS

T

IE

S

T

R

E

E

T

750mm COMBINED SEWER

542m

m

H

Y

D

R

O

542m

m

H

Y

D

R

O

A

V

E

N

U

E

B

R

O

N

S

O

N

A

V

E

N

U

E

B

E

L

L

BELL

B

E

LL

914mm WATERMAIN

-0.52%

-1.7

4%

-1.3

1%

-0.64%-0.64%

600mmØ

0.43%0.43%

COMB

600m

CO

MB

T

R

A

F

F

IC

TRAFFIC

TRAFFIC LOOP

TRAFFIC

T

R

A

F

F

IC

L

O

O

P

4" (100m

m

) G

A

S

A

B

A

N

D

100m

m

G

A

S

75mm GAS

4" (100m

m

) G

A

S

2" LIN

E

D

75m

m

G

AS

4" (100m

m

) G

A

S

A

B

A

N

D

V

C

V

C

V

C

V

C

V

C

18" (450mm) SANITARY SEWER

DC DC

RUE CHRISTIE STREET 8" (200mm) WATERMAIN

EXISTING

PROFILE

APPROXIMATE LOCATION OF

70

.8

6

70

.7

1

NW

=70.87

NE

=69.92

70

.3

6

1+

62

5

73

.0

6

72

.9

2

72

.9

0

75 75

74 74

73 73

72 72

71 71

70 70

69 69

68 68

67 PROPOSED

ELEVATION

TOP OF EX WM

ELEVATION

SAN/COMB

SEWER

INVERTS

CHAINAGE

PV

I S

TA

: 5+

018

PV

I E

LE

V: 72.90

PV

I S

TA

: 5+

054.68

PV

I E

LE

V: 72.66

PV

I S

TA

: 5+

084.14

PV

I E

LE

V: 72.79

08 09

08

APPROXIMATE LOCATION

OF BEDROCK

CONC CL 100-D

82.78m - 600mmØ COMB

72.90

5+

025

72.85

70.37

70.57

70.68

70.66

70.66

70.76

70.77

70.82

70.84

71.01

71.01

NW

=6

9.9

0

1+

63

0.2

0

E=

69

.8

7

NW

=69.90

5+

021.08

E

=69.87

NW

=70.87

NE

=69.92

SW

=69.29

E=

68.79

W=

68.42

S=

73.00

NW

=73.00

9.83m

600mmØ

COMB

@ 1.42%

W=

69.73

5+

027.64

N

E=

69.70

5+

050

72.69

72.66

5+

075

72.75

72.79

5+

100

CONC CL 100-D

54.93m - 600mmØ COMB

@ 1.51%

EX

. H

YD

5+

083.15

S

W=

69.14

5+

098.16

HORIZONTAL (1:250)

0 2 4 6 8 10

0 0.5 1.0 1.5 2.0

VERTICAL (1:50)

AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
M
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
ARCH PILLAR
AutoCAD SHX Text
ARCH PILLAR
AutoCAD SHX Text
TELUS
AutoCAD SHX Text
TELUS
AutoCAD SHX Text
T
AutoCAD SHX Text
203mm VALVE
AutoCAD SHX Text
100mm TEE
AutoCAD SHX Text
203mm VALVE
AutoCAD SHX Text
300mm TEE
AutoCAD SHX Text
203mm VALVE
AutoCAD SHX Text
ABANDONED BBWM
AutoCAD SHX Text
203mm VALVE
AutoCAD SHX Text
300mm TEE
AutoCAD SHX Text
203mm VALVE
AutoCAD SHX Text
100mm TEE
AutoCAD SHX Text
100mm TEE
AutoCAD SHX Text
203mm VALVE
AutoCAD SHX Text
203mm VALVE
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
203mm VALVE
AutoCAD SHX Text
0.1
AutoCAD SHX Text
1.8
AutoCAD SHX Text
6.0
AutoCAD SHX Text
ASPHALTIC CONRETE
AutoCAD SHX Text
Grey brown gravel and sand, trace silt
AutoCAD SHX Text
and clay (BASE/SUBBASE
AutoCAD SHX Text
MATERIAL)
AutoCAD SHX Text
Slightly weathered to fresh, grey and
AutoCAD SHX Text
dark grey interbedded LIMESTONE
AutoCAD SHX Text
and SHALE, laminated to thinly
AutoCAD SHX Text
bedded, slightly fractured to
AutoCAD SHX Text
moderately fractured strong to very
AutoCAD SHX Text
strong rock
AutoCAD SHX Text
End of Borehole
AutoCAD SHX Text
70.8
AutoCAD SHX Text
66.7
AutoCAD SHX Text
72.7
AutoCAD SHX Text
Ground Surface