replace all existing storm services from new main to …opportunity... · 2018. 2. 23. · 65.6m @...

START FULL DEPTHROAD CONSTRUCTION

10+095.322

-1.49%

-3.39%

-1.49%

-3.39%

10+005 10+010 10+015 10+020 10+025 10+030 10+035 10+040 10+045 10+050 10+055 10+060 10+065 10+070 10+075 10+080 10+085 10+090 10+095 10+100 10+105 10+110 10+115 10+120 10+125 10+130 10+135 10+140

65.1m @ 1.97% - 300mm PVC

SW

INV

24.

405

NE

INV

24.

318

10+

102.

9227

.285

D1

5TH STREETDESIGN PROFILE

EXISTING GROUND

RAIN GARDEN SWALEDESIGN PROFILE (TYP.)

11.3m @ 2.53% - 200mm PVC

X

X

X

X

O/H

O/H

O/H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O/H

O/H

O/H

O/H

O

/

H

O

/

H

O

/

H

O/H

O/H

O/H

O

/H

O

/H

O

/H

O

/H

O

/H

O

/H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

D

D

D

|

|

|

|

|

|300Ø PVC STM

2.5m

REMOVEEXISTINGCATCHBASINAND LEAD

MC

PH

EE

AV

EN

UE

ME

NZ

IE

S

AV

EN

UE

5

T

H

S

T

R

E

E

T

PROPOSED CATCHBASIN TIE TOEXISTING MANHOLERIM 27.344INV. 26.544

LOG CHECK DAM.SEE LANDSCAPE

DETAIL 2 ON SHEETL04 (TYP.)

SEDIMENT BASINSEE DETAIL 3 ONSHEET U09 (TYP.)

RIM 26.989

LAWN DRAIN SEEDETAIL 2 ONSHEET U09 (TYP.)RIM 26.026INVERT 25.026

LOT 17

LOT 18

PLAN VIP1392

LOT A

LOT 4

PLAN VIP1447

LOT 3

PLAN VIP1447

BLOCK A

LOT 2

PLAN EPS3041

LOT A

PLAN VIP63529

LOT 9

PLAN VIS4025

P.PLAN EPP50280

LOT 17

LOT 18

PERFORATED PIPE, SEELANDSCAPE DETAIL 1ON SHEET L04 (TYP.)

RAIN GARDEN PERFORATEDPIPE CLEANOUT. SEE DETAIL

5 ON SHEET U09 (TYP.)

PERFORATED PIPECLEANOUT. SEE

DETAIL 5 ON SHEET

BREAK INTO EX MHAND CONNECT 200mmCB LEAD

CURB CUTSEE DETAIL 1ON SHEET U09 (TYP.)

D1

SEDIMENT BASIN RIM 26.211

ABANDON AND CAP EXISTING STORMMAIN. ABANDONED MAIN TO BE FILLED

WITH FILLCRETE OR GROUT (TYP.)

CONNECT PVC STMTO EXISTING CONC.

STM WITH BENDAND COUPLING

SAWCUT (LIMIT OF CONSTRUCTION)

REPLACE ALL EXISTING STORM SERVICES FROMNEW MAIN TO PROPERTY LINE WITH 150mm PVCCONNECTION. ALL STORM SERVICE LOCATIONSTO BE CONFIRMED IN FIELD PRIOR TOCONSTRUCTION (TYP.)

FEBRUARY 16, 2018

ISSUED FOR

TENDER

ATTENTION SURVEY INFORMATION

This drawing is prepared for the sole use ofNo representations of any kind are made by Urban Systems Ltd. or its employeesto any party with whom Urban Systems Ltd. does not have a contract.WARNING

Utilities or structures shown on this drawing were compiled from informationsupplied by various parties and may not be complete or accurate. Expose andconclusively confirm the location in the field all underground utilities and structuresindicated on this drawing, all underground utilities in the area of the proposed workand any utilities or structures reasonably apparent from an inspection of theproposed work. Urban Systems Ltd. assumes no responsibility for loss or damagecaused by third party negligence or failure to comply with the above.

Prepared by: 3D GEOMATICSCoordinate System: NAD83(CSRS)Compilation Date: 2016-07-28

City of Courtenay5th Street Complete Street

DRAINAGE

Station 10+000 to 10+140

0

0

H

V

2.5m 2.5 5

0.25m 0.25 0.5

7.5

0.75

# Date

Project Number RevisionDrawing Number

Designed by

Drawn by

Quality Control by

Scale

Sheet Number

App

U:\P

ro

je

cts_

VA

N\3

22

2\0

01

4\0

2\D

-D

ra

ftin

g-D

esig

n-A

na

lysis\C

AD

\P

RO

D\S

ET

2

\U

02

-A

-3

22

20

01

40

2-D

RA

IN

AG

E.d

wg

, U

05

D

RA

IN

AG

E, 2

01

8-0

2-1

6 0

9:1

0 a

m cfe

hr

A B C D E F G H I J K L M N O P Q

1

2

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7

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9


1

2

3

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5

6

7

8

9

Issue / RevisionProfessional Seals

City of Courtenay

3222.0014.02 U05 ----

29 of 47

M. Nikolich

R. Mootoosamy

G. Smith

A 2017-05-12 DETAILED DESIGN 30%

B 2017-09-01 DETAILED DESIGN 60%

C 2018-01-26 DETAILED DESIGN 100%

D 2018-02-16 ISSUED FOR TENDER

NO

T F

OR

C

ON

ST

RU

CT

IO

N

-2.25%

10+145 10+150 10+155 10+160 10+165 10+170 10+175 10+180 10+185 10+190 10+195 10+200 10+205 10+210 10+215 10+220 10+225 10+230 10+235 10+240 10+245 10+250 10+255 10+260 10+265 10+270 10+275 10+280 10+285 10+290 10+295 10+300 10+305 10+310

122.7m @ 1.14% - 450mm PVC

SW

INV

22.

527

NE

INV

22.

381

NW

INV

23.

403

SW

INV

23.

034

NE

INV

23.

029

SE

INV

23.

328

40.4m @ 1.24% - 300mm PVC

10+

168.

7625

.540

D2

10+

209.

8724

.615

D3

122.7m @ 1.14% - 450mm PVC

EXISTING GROUND


EXISTING GROUND


EXISTING GROUND




X

X

X

X

X

O/H

O/H

O

/H

O

/H

O

/H

O

/H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/H

O

/H

O

/H

O/HO/H

O/HO/H

O/HO/H O/H O/H O/H O/H O/H O/H O/H O/H

O/HO/H

O

/

H

O

/

H

O

/

H

O

/

H

D D D D D D D D D D D D D

| | | | | | |




D2D3

300Ø PVC STM 450Ø PVC STM

200Ø PVC STM

200Ø PVC STM

2.5m

2.5m

REMOVE EX D2 ANDCAP AND ABANDON EX

200 STM

TIE TO EX D3 ANDCAP EXISTING

DOWNSTREAM200mm STM

REMOVEEXISTING MANHOLE

REMOVE EXISTINGCATCH BASIN AND

LEAD

REMOVE EXISTINGCATCH BASIN AND LEAD

REMOVEEXISTING

CATCHBASIN

AND LEAD

REMOVEEXISTING

MANHOLE

5TH STREET

K

IL

P

A

T

R

IC

K

A

V

E

N

U

E

L

E

IG

H

T

O

N

A

V

E

N

U

E

M

C

P

H

E

E

A

V

E

N

U

E

D D

D

D

DRIVEWAY CHANNELCROSSING

SEE DETAIL 4ON SHEET U09 (TYP.)

DRIVEWAY CHANNELCROSSING

REMOVE EXISTINGCATCH BASIN AND

LEAD

REMOVE EXISTINGCATCH BASIN ANDLEAD

LAWN DRAIN SEEDETAIL 2 ON

SHEET U09 (TYP.)RIM 26.026

INVERT 25.026

LAWN DRAINRIM 24.642INVERT 23.642



LAWN DRAINRIM 22.680

INVERT 21.680

LOT 9

PLAN VIP3661

LOT 10 LOT 11

PLAN VIP3661

LOT 12

PLAN VIP3661

LOT 13 LOT 14 LOT A

PLAN VIP2258 PLAN VIP289R

LOT 1

PLAN VIP79599 PLAN VIP2258

LOT 2PLAN VIP1392LOT 8

LOT 9

PLAN VIP1392

LOT 10

PLAN VIP1392

LOT 14LOT 15

PLAN VIP1392

LOT 16

PLAN VIP1392

P.PLAN VIP698PP

LOT 17

LOT 18

PERFORATED PIPE

PERFORATEDPIPE

PROPOSED CATCHBASIN - TIE INTOPROPOSED STORMMAIN WITH 200mmLEAD (TYP.)RIM 25.868INV. 25.068

REMOVE EXISTING MANHOLE

RAIN GARDENPERFORATED PIPE

CLEANOUT. SEEDETAIL 5 ON SHEET

U09 (TYP.)

RAIN GARDEN PERFORATEDPIPE CLEANOUT.

RAIN GARDEN PERFORATEDPIPE CLEANOUT

RAIN GARDEN PERFORATEDPIPE CLEANOUT

SEDIMENT BASINSEE DETAIL 3 ONSHEET U09 (TYP.)RIM 25.903

PROPOSED CATCH BASINRIM 25.057INV. 24.257

SEDIMENT BASINRIM 24.868






PROPOSED CATCHBASIN

RIM 23.603INV. 22.803

ABANDON AND CAP EXISTINGSTORM MAIN. ABANDONED MAINTO BE FILLED WITH FILLCRETEOR GROUT (TYP.)

PERFORATED PIPE, SEELANDSCAPE DETAIL 1ON SHEET L04 (TYP.)

FEBRUARY 16, 2018

ISSUED FOR

TENDER






DRAINAGE

Station 10+140 to 10+310

0

0

H

V

2.5m 2.5 5

0.25m 0.25 0.5

7.5

0.75

# Date


Designed by

Drawn by

Quality Control by

Scale

Sheet Number

App

U:\P

ro

je

cts_

VA

N\3

22

2\0

01

4\0

2\D

-D

ra

ftin

g-D

esig

n-A

na

lysis\C

AD

\P

RO

D\S

ET

2

\U

02

-A

-3

22

20

01

40

2-D

RA

IN

AG

E.d

wg

, U

06

D

RA

IN

AG

E, 2

01

8-0

2-1

6 0

9:1

0 a

m cfe

hr


1

2

3

4

5

6

7

8

9


1

2

3

4

5

6

7

8

9


City of Courtenay

3222.0014.02 U06 ----

30 of 47

M. Nikolich

R. Mootoosamy

G. Smith





NO

T F

OR

C

ON

ST

RU

CT

IO

N

0.36%0.36%

10+315 10+320 10+325 10+330 10+335 10+340 10+345 10+350 10+355 10+360 10+365 10+370 10+375 10+380 10+385 10+390 10+395 10+400 10+405 10+410 10+415 10+420 10+425 10+430 10+435 10+440 10+445 10+450 10+455 10+460 10+465 10+470 10+475 10+480

65.6m @ 1.78% - 450mm PVC

SW

INV

19.

807

SE

INV

19.

400

NW

INV

19.

400

SW

INV

20.

980

NE

INV

20.

975

10+

399.

7422

.802

D5

10+

333.

3622

.611

D4

EXISTING GROUND


3.2m @ 1.05% - 300mm CONC

10+

411.

5222

.959

D6


NE

INV

20.

784

X

X

X

O/HO/H

O/HO/H

O/HO/H

O/HO/H O/H

O/H O/HO/H

O/HO/H

O/HO/H

O/HO/H O/H O/H O/H O/H O/H

O/H

O/H

O/H

O

/

H

O

/

H

O/H

O/H

D D D D D D D

| | | | | | | |



D5D4 450Ø PVC STM2.5m

HA

RM

ST

ON

AV

EN

UE

J

O

H

N

S

T

O

N

A

V

E

N

U

E

D

D D

LAWN BASINWITH 200 MAIN

LOT 11 LOT 10

PLAN VIP472B

LOT 9

PLAN VIP472B

LOT 8 LOT 7 LOT 6 LOT 5 LOT 1

PLAN VIP74608 PLAN EPP7883

PLAN VIP4906

LOT 4

BLOCK 6

LOT 3

PLAN VIP472B

LOT A

PLAN VIP87722

LOT 1

PLAN VIP4630

LOT 3

LOT 4LOT 3

BLOCK 5LOT 2

PLAN VIP472B

LOT 1LOT 1

D6

REMOVEEXISTINGCATCH BASINAND LEAD


REMOVE EXISTING MANHOLE


REMOVEEXISTING

CATCH BASINAND LEAD

REMOVEEXISTINGCATCH BASINAND LEAD

PROPOSEDCATCH BASIN - TIE

INTO EXISTINGSTORM MAIN

CURB CUTSEE DETAIL 1

ON SHEETU09 (TYP.)


INVERT21.539

REMOVE EX D9AND RECONNECTEX 600 STM TO D5

LOG CHECK DAM

LAWN DRAIN SEEDETAIL 2 ON

SHEET U09 (TYP.)RIM 22.538

INVERT 21.538


INVERT 21.648


INVERT 21.629

REMOVEEXISTING CB

AND LEAD

ABANDON AND CAP EXISTINGSTORM MAIN. ABANDONEDMAIN TO BE FILLED WITHFILLCRETE OR GROUT (TYP.)

PERFORATED PIPE,SEE LANDSCAPEDETAIL 1 ONSHEET L04 (TYP.)

RAIN GARDEN PERFORATEDPIPE CLEANOUT. SEE DETAIL 5ON SHEET U09 (TYP.)

REMOVE EX D11AND CONNECT EX300Ø STORM TO D6

PROPOSED CATCHBASIN -TIE INTOPROPOSED STORMMAIN WITH 200mmLEAD (TYP.)RIM 22.642INV. 21.842

PROPOSED CATCHBASINRIM 22.692INV. 21.892

SEDIMENT BASIN SEE DETAIL3 ON SHEET U09 (TYP.)RIM 22.545



SEDIMENTBASIN

RIM 22.609


RAIN GARDEN PERFORATED PIPE (TYP.)

LOG CHECK DAM. SEE LANDSCAPEDETAIL 2 ON SHEET L04 (TYP.)

RAIN GARDENPERFORATED PIPECLEANOUT

RAIN GARDENPERFORATED PIPECLEANOUT




FEBRUARY 16, 2018

ISSUED FOR

TENDER





City of Courtenay

0

0

H

V

2.5m 2.5 5

0.25m 0.25 0.5

7.5

0.75

5th Street Complete Street

DRAINAGE

Station 10+310 to 10+480

# Date


Designed by

Drawn by

Quality Control by

Scale

Sheet Number

App

U:\P

ro

je

cts_

VA

N\3

22

2\0

01

4\0

2\D

-D

ra

ftin

g-D

esig

n-A

na

lysis\C

AD

\P

RO

D\S

ET

2

\U

02

-B

-3

22

20

01

40

2-D

RA

IN

AG

E.d

wg

, U

07

D

RA

IN

AG

E, 2

01

8-0

2-1

6 0

9:1

0 a

m cfe

hr


1

2

3

4

5

6

7

8

9


1

2

3

4

5

6

7

8

9


City of Courtenay

3222.0014.02 U07 ----

31 of 47

M. Nikolich

R. Mootoosamy

G. Smith





NO

T F

OR

C

ON

ST

RU

CT

IO

N

0.40%

-3.55%

-2.75%

-0.71%

0.40%

-3.55%

-2.75%

-0.71%

10+485 10+490 10+495 10+500 10+505 10+510 10+515 10+520 10+525 10+530 10+535 10+540 10+545 10+550 10+555 10+560 10+565 10+570 10+575 10+580 10+585 10+590 10+595 10+600 10+605 10+610

SW

INV

18.

938

NE

INV

18.

917

10+

571.

6821

.182

D7

29.2m @ 0.74% - 300mm PVC

EXISTING GROUND


10+

600.

9220

.817

D8

SW

INV

18.

703

NE

INV

18.

670

X

X

O/HO/H

O/HO/H O/H

O/HO/H

O/HO/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O/H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

O

/

H

| | | | |



5TH STREET

FIT

ZG

ER

ALD

AV

EN

UE

D D300Ø PVC STM

LOT A

PLAN EPP7597

PLAN EPP7883

LOT 1

PLAN VIP4919

LOT 2

PLAN VIP4919

PLAN VIP4906

LOT 6LOT 5

PLAN VIP4906

LOT 4

P.PLAN VIP36958P.PLAN VIP972PP

P.PLAN VIP68716

P.PLAN VIP68716

D7 D8

REMOVEEXISTING CB

AND LEAD

REPLACE EX D13 ANDRECONNECT EX PVC MAIN

REMOVEEXISTING CB

AND LEAD

REMOVEEXISTING CB

AND LEADPROPOSED CATCH BASIN -TIEINTO PROPOSED STORM MAINWITH 200mm LEAD (TYP.)RIM 22.230INV. 21.430




REMOVE EX 300 CONC STMAND REPLACE WITH PVC STM

FEBRUARY 16, 2018

ISSUED FOR

TENDER






DRAINAGE

Station 10+480 to 10+640

0

0

H

V

2.5m 2.5 5

0.25m 0.25 0.5

7.5

0.75

# Date


Designed by

Drawn by

Quality Control by

Scale

Sheet Number

App

U:\P

ro

je

cts_

VA

N\3

22

2\0

01

4\0

2\D

-D

ra

ftin

g-D

esig

n-A

na

lysis\C

AD

\P

RO

D\S

ET

2

\U

02

-B

-3

22

20

01

40

2-D

RA

IN

AG

E.d

wg

, U

08

D

RA

IN

AG

E, 2

01

8-0

2-1

6 0

9:1

1 a

m cfe

hr


1

2

3

4

5

6

7

8

9


1

2

3

4

5

6

7

8

9


City of Courtenay

3222.0014.02 U08 ----

32 of 47

M. Nikolich

R. Mootoosamy

G. Smith





NO

T F

OR

C

ON

ST

RU

CT

IO

N

FEBRUARY 16, 2018

ISSUED FOR

TENDER





City of Courtenay

5th Street Complete Street

DRAINAGE DETAILS

AS SHOWN

# Date


Designed by

Drawn by

Quality Control by

Scale

Sheet Number

App

U:\P

ro

je

cts_

VA

N\3

22

2\0

01

4\0

2\D

-D

ra

ftin

g-D

esig

n-A

na

lysis\C

AD

\P

RO

D\S

ET

2

\U

03

-D

RA

IN

AG

E D

ET

AIL

S.d

wg

, D

RA

IN

AG

E D

ET

AIL

S, 2

01

8-0

2-1

6 0

9:1

1 a

m cfe

hr


1

2

3

4

5

6

7

8

9


1

2

3

4

5

6

7

8

9


City of Courtenay

3222.0014.02 U09

33 of 47

D. Simpson

T. Lutic

G. Smith





NO

T F

OR

C

ON

ST

RU

CT

IO

N

replace all existing storm services from new main to …opportunity... · 2018. 2. 23. · 65.6m @...

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