pleasant valley road rehabilitation 37 … · drawing index project no. city file no. sheet no. ......

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000

PLEASANT VALLEY ROAD REHABILITATION37 AVENUE TO 41 AVENUE

FOR CONSTRUCTION15-16-ENG

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VICINITY PLAN, GENERAL NOTES &

DRAWING INDEX

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked

PLEASANT VALLEY ROAD REHABILITATION

1 26

C001

15-16-ENG

Seal

Rev. DescriptionDate By

1:2000

0

SCALE: 1:2000

100 200m

CITY OF VERNON 1682

SCALE:

VICINITY MAP1:2000

A ISSUED FOR REVIEW2015-01-15 AJC

DRAWING INDEX

No. DESCRIPTIONC000 COVER SHEET

C001 VICINITY PLAN, GENERAL NOTES & DRAWING INDEX

C100 ROAD WORKS - LIMITS - FROM STA: 1+000 TO STA: 1+300



C200 ROAD WORKS - ROAD GRADES - FROM STA: 1+000 TO STA: 1+150





C205 ROAD WORKS - ROAD GRADES - 19 STREET AND 20 STREET

C300 37 AVE WATER AND SANITARY - PLAN AND PROFILE - FROM STA: 37+000 TO STA: 37+060

C301 PV WATER AND SANITARY - PLAN AND PROFILE - FROM STA: 1+000 TO STA: 1+150

C302 PV SANITARY - PLAN AND PROFILE - FROM STA: 1+100 TO STA: 1+250

C303 PV WATERMAIN - PLAN AND PROFILE - FROM STA: 1+260 TO STA: 1+410



C306 19 ST AND 20 ST SANITARY - PLAN AND PROFILE

C307 40 AVE EASEMENT SANITARY - PLAN AND PROFILE - FROM STA: 11+000 TO STA: 11+056

C400 PV STORM - PLAN AND PROFILE - FROM STA: 1+000 TO STA: 1+150

C401 PV AND 39 AVE STORM AND SANITARY - PLAN

C402 PV STORM - PLAN AND PROFILE - FROM STA: 1+560 TO STA: 1+710

C403 19 ST AND 20 ST STORM - PLAN AND PROFILE

C404 37 AVE STORM - PLAN AND PROFILE - FROM STA: 37+000 TO STA: 37+060

C500 DETAILS - TYPICAL SECTIONS

C600 TRAFFIC REFERENCE PLAN - PHASE 1

C600 TRAFFIC REFERENCE PLAN - PHASE 2

E1 20th ST. CROSSWALK

GENERAL NOTES- ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH THE CITY OF VERNON AND GVW

STANDARD SPECIFICATIONS AND DRAWINGS UNLESS OTHERWISE NOTED.- WHEN A CONFLICT BETWEEN THE SPECIFICATIONS ARISES, THE MOST STRINGENT SHALL APPLY.- CONTRACTOR SHALL OBTAIN A PERMIT TO CONSTRUCT WORKS ON A MUNICIPAL RIGHT OF WAY FROM

THE CITY OF VERNON ENGINEERING DEPARTMENT 48 HOURS PRIOR TO THE START OF ANYCONSTRUCTION.

- CONTRACTOR TO LOCATE ANY AND ALL EXISTING UTILITIES PER LATEST WORKSAFE BC, CITY OFVERNON, GVW, AND/OR UTILITY PROVIDER GUIDELINES AND REGULATIONS.

- CONTACT BC HYDRO, TELUS, SHAW CABLE AND FORTIS GAS 48 HOURS PRIOR TO THE START OF ANYEXCAVATION.

- LOCATION AND OFFSETS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE COMPILED FROM THEMOST RECENT INFORMATION AVAILABLE, BUT ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATEAND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DAMAGE TO AN EXISTINGUTILITY AS A RESULT OF CONSTRUCTION WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

- EXPOSE ALL EXISTING SERVICES AT CONNECTION AND CROSSING POINTS 48 HOURS PRIOR TOSTARTING CONSTRUCTION ON ANY SUCH SERVICES. ADVISE ENGINEER OF ANY CONFLICTS.

- DO NOT START ANY BACKFILL OPERATION UNTIL THE WORKS HAVE BEEN INSPECTED BY THE ENGINEER.- AFTER CONSTRUCTION, RESTORE WORK AREAS AND ALL EXISTING FEATURES TO THEIR ORIGINAL

CONDITION OR BETTER.- MAINTAIN LOCAL VEHICULAR AND PEDESTRIAN ACCESS THROUGH CONSTRUCTION AREA DURING

CONSTRUCTION, AS PER TRAFFIC MANAGEMENT PLAN.- ADJUST ALL PROPOSED AND EXISTING APPURTENANCES TO MEET THE FINISHED GRADES.- ENSURE THAT ALL SERVICES TO THE EXISTING HOUSES REMAIN USABLE DURING CONSTRUCTION- REMOVE EXISTING ASPHALT CONSISTENT WITH THE LIMITS OF CONSTRUCTION SHOWN ON THEDRAWINGS AND AS NECESSARY TO COMPLETE THE WORK.

- OFFSETS SHOWN ARE FOR REFERENCE ONLY. DIGITAL LAYOUT WILL BE PROVIDED AT TIME OFCONSTRUCTION.

- REMOVE AND REINSTALL EXISTING SINGAGE AS PER THE LATEST MOT STANDARD AND SPECIFICATIONS.

STORM SEWER- ALL STORM SEWER MAIN TO BE PVC ULTRA RIB UNLESS NOTED OTHERWISE.- STORM SEWER MAIN LARGE THAN 250mm TO BE PVC SDR 35 OR ULTRA RIB- 150mm STORM SEWER SERVICES TO BE PVC SDR 28- CATCH BASINS TO BE SIDE INLET WHERE NOTED.- ALL CATCH BASIN LEADS TO BE 200mm PVC SDR 35 @ 2.0% MIN.

SANITARY SEWER- 200Ø SANITARY SEWER MAIN TO BE SDR 35 PVC.

- 100Ø AND 150Ø SANITARY SEWER SERVICES TO BE PVC SDR 28

WATERMAIN- ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH GVW STANDARD SPECIFICATIONS

AND DRAWINGS UNLESS OTHERWISE NOTED.- ALL WATERMAIN PIPE TO BE PVC DR18, AWWA STANDARD C900. PROVIDE 1.5m MINIMUM COVER.- ALL WATER VALVES TO CONFORM TO AWWA C509 AND ANSI/NSF STANDARD 61.- ALL FITTINGS TO HAVE CONCRETE THRUST BLOCKS AS PER MMCD DRAWING W1. FITTINGS WITHRESTRAINED PIPE LENGTHS ALSO REQUIRE CONCRETE THRUST BLOCKS.

- ALL JOINT RESTRAINTS TO BE FULLY PROTECTED FROM CORROSION THROUGH THE USE OF APETROLATUM WAX TAPE COATING SYSTEM (DENSO PASTE AND TAPE OR APPROVED EQUAL) INSTALLEDIN ACCORDANCE WITH THE LATEST AWWA C217 STANDARD AND THE MANUFACTURER'SSPECIFICATIONS.

- CONTRACTOR TO FLUSH, TEST AND CONNECT THE WATERMAINS ACCORDING TO GVW BYLAW,AWWAC651 AND UNDER THE SUPERVISION OF THE ENGINEER, INCLUDING TEMPORARY WATERDISTRIBUTION SYSTEM.

- WATER SERVICES TO BE 19mm TYPE 'K' COPPER OR SERIES 200 MUNICIPAL TUBING UNLESS NOTED.- ALL EXISTING VALVES AND NEW VALVES CONNECTED TO THE EXISTING SYSTEM TO BE OPERATED BY

CITY CREWS ONLY. CONTRACTOR NOT TO OPERATE ANY EXISTING VALVES.- THE CONTRACTOR SHALL PROVIDE A MINIMUM 48 HOURS (2 WORKING DAYS, DEFINED AS MONDAY TOFRIDAY, EXCLUDING STATUTORY HOLIDAYS) ADVANCE NOTICE TO THE ENGINEER, GVW, CITY OFVERNON, CITY FIRE DEPARTMENT AND THE AFFECTED WATER SERVICE USERS PRIOR TO ANY MAINAND/OR SERVICE SHUT DOWN OR DISRUPTION. NO SHUTDOWNS OF GREATER THAN 8 HOURS WILLBE ALLOWED. THE CONTRACTOR SHALL COORDINATE ALL SERVICE DISRUPTIONS WITH THEENGINEER, GVW, AND THE CITY OF VERNON.

HYDRO, TELEPHONES, CABLE, STREET LIGHTING AND GAS- CONTACT "BC ONE CALL" AT 1-800-474-6886 A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION.- CONTRACTOR TO COORDINATE WORKS IN VICINITY OF 19TH STREET WITH BC HYDRO.

B ISSUED FOR TENDER2015-02-02 AJC

1

ISSUED FOR CONSTRUCTION2015-03-11 AJC1

P L A N KAS 1085

3906 PLEASANT VALLEY RD

L O T 3

P L A N 47102


L O T 1

P L A N KAS 1025



P L A N 9465L O T 3


P L A N 9465L O T 2

2001 39 AVE

P L A N 9465

L O T 1

L O T 1

P L A N KAS 16666

2100 39TH AVENUE

L O T A

P L A N KAS34411


L O T 12

P L A N KAS 17420


L O T 1

P L A N KAS6837


P L A N KAS6837

3602 PLEASANT VALLEY RD3602 PLEASANT VALLEY RD

L O T 12

P L A N KAS 17420



P L A N KAP1824

L O T 1


P L A N KAP1824

L O T 2


P L A N KAP3887

L O T 1


P L A N KAP3887

L O T 2


P L A N KAP3336

L O T 4


P L A N KAP26774

L O T 1


P L A N KAP26774

L O T 3

X

X

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LS

P L A N KAS 1085


L O T 3

P L A N 47102


L O T 1

P L A N KAS 1025



P L A N 9465L O T 2

2001 39 AVE

P L A N 9465

L O T 1

L O T 1

P L A N KAS 16666

2100 39TH AVENUE

L O T A

P L A N KAS34411


L O T 12

P L A N KAS 17420


L O T 1

P L A N KAS6837


P L A N KAS6837


L O T 12

P L A N KAS 17420



P L A N KAP1824

L O T 1


P L A N KAP1824

L O T 2


P L A N KAP3887

L O T 1


P L A N KAP3887

L O T 2


P L A N KAP3336

L O T 4


P L A N KAP26774

L O T 1


P L A N KAP26774

L O T 3

X

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ROAD WORKS - LIMITS

FROM STA: 1+000 TO STA: 1+300

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


2

C100

15-16-ENG

Seal


10

SCALE: 1:500

0 20 30 50m40

CITY OF VERNON 1682

ROAD RECONSTRUCTION

EXISTING ASPHALT TO BE REMOVED

SAW-CUT LINE / LIMITS OF CONSTRUCTION

TOPSOIL AND HYDROSEED

legend


26

MATCH EXISTINGCURB AND GUTTER

SCALE:

PROPOSED CONSTRUCTION LIMITS1:500

SCALE:

REMOVALS LIMITS1:500

MATCH EXISTING CURB,GUTTER, AND SIDEWALK

ESTABLISH NEW PEDESTRIANCROSS-WALKS AND STOP BARWITH PAINTED PAVEMENT MARKINGS

ASPHALT CURBTO BE REMOVED LIMITS OF ASPHALT REMOVAL

MATCH EXISTING

MATCH EXISTING


PROPOSED RB-91 SIGNc/w POST AND BASE

ESTABLISH NEW STOP BARWITH PAINTED PAVEMENT MARKINGS


TRANSITION FROM CURB AND GUTTERTO ASPHALT, MATCHING TO EXISTING.

1:500



MATCH EXISTING

MATCH EXISTING

SANITARY REPAIR

TRANSITION FROM CURB AND GUTTERTO ASPHALT, MATCHING TO EXISTING.RESTORE TO ORIGINAL

1


REMOVE BROKEN SECTIONOF CONCRETE SIDEWALK

L O T 1

P L A N 20241


L O T 1

P L A N 2573


L O T 3

P L A N 2573


L O T 1

P L A N 31109


L O T B

P L A N KAS 1031

3909 19 STREET

L O T 4

P L A N 53874


L O T 3

P L A N 53874


L O T 2

P L A N 53874


L O T 1

P L A N 53874


P L A N KAS 1085


L O T

3

P L A N 4

7102

3902 PLEASANT V

ALLEY R

D

L O T

1

P L A N K

AS 1025

3900 PLEASANT V

ALLEY R

D

3916 17 ST

P L A N 25657

L O T 9


P L A N KAP 3444B


P L A N 2749

L O T 1


P L A N 19314

L O T 4


P L A N 19315

L O T 2


P L A N 19315

L O T 1


P L A N 9465

L O T 3


P L A N 9465

L O T 2

2001 39 AVE

P L A N 9

465

L O T

1

X

X

X

XXX

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LS LS

L O T 1

P L A N 20241


L O T 1

P L A N 2573


L O T 3

P L A N 2573


L O T 1

P L A N 31109


L O T B

P L A N KAS 1031

3909 19 STREET

L O T 4

P L A N 53874


L O T 3

P L A N 53874


L O T 2

P L A N 53874


L O T 1

P L A N 53874


P L A N KAS 1085


L O T

3

P L A N 4

7102

3902 PLEASANT V

ALLEY R

D

L O T

1

P L A N K

AS 1025

3900 PLEASANT V

ALLEY R

D

3916 17 ST

P L A N 25657

L O T 9


P L A N KAP 3444B


P L A N 2749

L O T 1


P L A N 19314

L O T 4


P L A N 19315

L O T 2


P L A N 19315

L O T 1


P L A N 9465

L O T 3


P L A N 9465

L O T 2

2001 39 AVE

P L A N 9

465

L O T

1

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ROAD WORKS - LIMITS


Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


3

C101

15-16-ENG

Seal


10

SCALE: 1:500

0 20 30 50m40

CITY OF VERNON 1682

ROAD RECONSTRUCTION




legend


26


MATCH EXISTING CURB,GUTTER AND SIDEWALK


MATCH EXISTING CURB,GUTTER AND SIDEWALK

SCALE:


SCALE:


ESTABLISH NEW PEDESTRIANCROSS-WALKS AND STOP BAR

WITH PAINTED PAVEMENT MARKINGS

ASPHALT CURBTO BE REMOVED LIMITS OF ASPHALT REMOVAL


EXISTING RETAININGTO BE REMOVED

PROPOSED RETAINING WALL

1:500

EXISTING TREESTO BE REMOVED

EXISTING RETAININGTO BE REMOVED

EXISTING TREESTO BE REMOVED


MATCH EXISTING MATCH EXISTING

PROPOSED RETAINING WALL

BC HYDRO TO REMOVEAND REPLACE EXISTING POLEAND INSTALL SIDEWALK GUY(CONTRACTOR TO COORDINATEWOKRS WITH BC HYDRO)

BC HYDRO TO REMOVEAND REPLACE EXISTING POLE(CONTRACTOR TO COORDINATEWOKRS WITH BC HYDRO)

PROPOSED STREET LIGHTSAND CONDUCT

SEE DRAWING E1 FOR DETAILS

1



1601 40 AVE

P L A N 25657

L O T 14

L O T 4

P L A N 20241


1514 40 AVE

P L A N 25657

L O T 15

1513 40 AVE

P L A N 25657

L O T 16

1511 40 AVE

P L A N 40173

L O T A


P L A N 27846

L O T 1


P L A N 27846

L O T 4

L O T 5

P L A N 20241


L O T 1

P L A N 28199


L O T 2

P L A N 28199



P L A N 27846

L O T 3


P L A N 27846

L O T 2


P L A N 27846

L O T 1

4117

PLE

ASAN

T VA

LLEY

RD

P L A

N 3

1801

L O

T 1

L O T 3

P L A N 20241


L O T 2

P L A N 20241


L O T 1

P L A N 20241


1603 40 AVE

P L A N 25657

L O T 13

1605 40 AVE

P L A N 25657

L O T 12

1607 40 AVE

P L A N 25657

L O T 11

1609 40 AVE

P L A N 25657

L O T 10

3916 17 ST

P L A N 25657

L O T 9

X

X

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XXX

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X X XX X

XX

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1601 40 AVE

P L A N 25657

L O T 14

L O T 4

P L A N 20241


1514 40 AVE

P L A N 25657

L O T 15

1513 40 AVE

P L A N 25657

L O T 16

1511 40 AVE

P L A N 40173

L O T A


P L A N 27846

L O T 1


P L A N 27846

L O T 4

L O T 5

P L A N 20241


L O T 1

P L A N 28199


L O T 2

P L A N 28199



P L A N 27846

L O T 3


P L A N 27846

L O T 2


P L A N 27846

L O T 1

4117

PLE

ASAN

T VA

LLEY

RD

P L A

N 3

1801

L O

T 1

L O T 3

P L A N 20241


L O T 2

P L A N 20241


L O T 1

P L A N 20241


1603 40 AVE

P L A N 25657

L O T 13

1605 40 AVE

P L A N 25657

L O T 12

1607 40 AVE

P L A N 25657

L O T 11

1609 40 AVE

P L A N 25657

L O T 10

3916 17 ST

P L A N 25657

L O T 9

X

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IMAG

ES:

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AJC

AJC

BM

ROAD WORKS - LIMITS


Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


4

C102

15-16-ENG

Seal


1:500

10

SCALE: 1:500

0 20 30 50m40

CITY OF VERNON 1682

ROAD RECONSTRUCTION




legend


26

SCALE:


SCALE:



LIMITS OF ASPHALT REMOVAL

MATCH TO EXISTINGCURB AND GUTTER,AND SIDEWALK

REMOVE ASPHALT RAMP

ASPHALT CURB TOBE REMOVED

MATCH EXISTING


MATCH EXISTING

MATCH EXISTING

1



L O T A

P L A N KAS34411


L O T 12

P L A N KAS 17420


L O T 1

P L A N KAS6837


P L A N KAS6837


L O T 12

P L A N KAS 17420



P L A N KAP1824

L O T 2


P L A N KAP3887

L O T 1


P L A N KAP3887

L O T 2


P L A N KAP3336

L O T 4


P L A N KAP26774

L O T 1

XXXXXX

XX

XX

X

XX

XX

X X X X

X

X

X

X

X

XX

X

X

X

X

X

XXXXXX

XX

XX

X

XX

XX

X X X X

X

X

X

X

X

XX

X

X

X

X

X

4.0%

2.4%

4.0%

1.4%

4.0%

0.4%

4.0%

0.6%

4.0%

1.6%

4.0%

2.6%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

4.0%

4.0%

4.0%

3.8%

0.8%

3.0%3.0%

2.1%

0.9%

4.2%

2.5%

3.0%

2.0%

1.0%

0.0%

1.0%

2.0%

414

415

416

417

418

413

414

415

416

417

418

1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+150

PROPOSED/EXISTING

HORIZONTAL GEOMETRY

1+000

413.

74

413.

97

1+020

414.

20

414.

20

414.

43

414.

43

1+040

414.

63

414.

63

414.

80

414.

82

1+060

414.

97

415.

01

415.

16

415.

20

1+080

415.

38

415.

39

415.

60

415.

58

1+100

415.

81

415.

77

416.

00

415.

96

1+120

416.

18

416.

14

416.

34

416.

31

1+140

416.

51

416.

47

1+150

416.

66

416.

64

L=29.91 L=127.41

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2013

_10c

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AJC

AJC

BM

ROAD WORKS - ROAD GRADES


Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


5

C200

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20

CITY OF VERNON 1682LEGEND:LEGEND:

- EDGE OF ASPHALT- EDGE OF GRAVEL- FENCELINEXXXX

- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB

FM - JUNCTION BOX- SERVICE BOX- KIOSK- LPT

- TEL POLE- HYDRO POLE- ANCHOR POLE- GUY WIRE

(PROPOSED SYMBOLS SHOWN DARK/SOLID) - PIPE INVERT

- HEADWALL

- SAN. INSPECTION CHAMBER- SANITARY CLEANOUT

- CATCHBASIN- CATCHBASIN MANHOLE

- MANHOLE

- CAP - FIRE HYDRANT- REDUCER

- CURB STOP- WATER VALVE- WATER MANHOLE

- BLOW-OFF

- SHAW CABLE VAULT- TEL VAULT- HYDRO VAULT

- PROPERTY PIN

- GEODETIC MONUMENT- SIGN

- WATER

- SANITARY- SANITARY FORCEMAIN- STORM DRAIN

- GAS- HYDRO/TEL

- DRN. INSPECTION CHAMBER- DRAIN CLEANOUT

- HUB


PLEASANT VALLEY ROADAND 37 AVE INTERSECTION

EXISTING GROUND ATCENTRELINE ALIGNMENT (CROWN)

PROPOSED GROUND ATCENTRELINE ALIGNMENT (CROWN)

MATC

H LIN

E: 1+150

C201

26

NOTES:

1. ALL PEDESTRIAN CROSSWALK PAVEMENT MARKINGSSHALL BE PAINTED.

2. RESTORE ALL DRIVEWAYS FROM BEHIND PROPOSEDCURB AND/OR SIDEWALK, MAXIMUM 7.5m FORRESIDENTIAL LETDOWNS, AS NECESSARY TO TIE INTO EXISTING WITH THE FOLLOWING STRUCTURE:

-50mm ASPHALT-100mm BASE (25mm MINUS BASE CRUSH)

3. ROAD PAINT LINES TO BE ESTABLISH FROMOFFSETTING THE CENTRELINE ALIGNMENT.

4. DISTURBED BOULEVARDS SHALL BE REINSTATED TOEXISTING CONDITIONS OR BETTER.

5. TENSAR BX 1100 GEOGRID OR EQUIVALENT FROM 39AVENUE TO 60m NORTH OF 19 STREET, EXTENDINGOUTSIDE OF PROPOSED PAVED AND CONCRETESURFACES BY 500mm EAST SIDE AND 1000mm WESTSIDE OF ROADWAY.

DAYLIGHT LIMITS

STATION RANGE LEFT RIGHT

1+025 TO 1+200 3.5:1± 2:1

1+200 TO 1+704 2:1 2:1

1.5

SH

LD3.

3LA

NE

3.3

LAN

E1.

5 BIK

E

SCALE: 1:25

CURB RETURNR=7.5m

PROPOSED WHITE LINE

PROPOSED YELLOW LINE

PROPOSED WHITE LINE

RESTORE DRIVEWAY,SEE NOTE 2. (TYP)

CURB RETURNR=7.5m

GRADE SLOPE FROM EXISTING SIDEWALKTO BACK OF CURB FROM 37 AVETO 39 AVE

TIE EXISTING SIDEWALKTO LETDOWN CURB


PROPOSED SAW CUTAND MATCH EXISTING


A

C500

A

C500



RESTORE TO ORIGINAL

1


TRANSITION RIGHT LANE FROM 3.0% (CROSSFALL) TO -3.0% (CROWN)TRANSITION RATE = 1.0%/10m

PROPOSED NEW SECTIONOF SIDEWALK. MATCH EXISTINGSIDEWALK AND EXISTING GRADE

P L A N KAS 1085


L O T 3

P L A N 47102


L O T 1

P L A N KAS 1025



P L A N 9465L O T 2

2001 39 AVE

P L A N 9465

L O T 1

L O T 1

P L A N KAS 16666

2100 39TH AVENUE


P L A N KAP1824

L O T 1

LS

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

E

E

E

E

E

E

E

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0% 4.

0%

3.0% 4.

0%

3.0%

3.0%

3.0%

4.0%

4.0%

4.0%

4.6%

5.6%

2.3%

2.9%

5.7%

3.1%

3.5%

3.0%

4.5%

4.7%

2.7%

1.2%

4.1%

2.3%

3.0%

3.8%

4.0%

416

417

418

419

420

415

416

417

418

419

420

1+150 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300

PROPOSED/EXISTING

HORIZONTAL GEOMETRY

1+150

416.

66

416.

64

1+160

416.

82

416.

80

416.

97

416.

97

1+180

417.

11

417.

13

417.

31

417.

30

1+200

417.

55

417.

46

417.

80

417.

63

1+220

417.

96

417.

73

417.

92

417.

79

1+24041

7.95

417.

85

417.

95

417.

91

1+260

418.

01

417.

97

418.

05

418.

03

1+280

418.

08

418.

07

418.

11

418.

04

1+300

417.

96

417.

95

L=127.41 L=56.62 L=39.19m, T=20.05mR=75.00m, CHORD=38.74m

Δ=29°56'12"

BC:

1+23

2.23

EC:

1+27

1.42

L=196.12

PVI STA = 1+299.12PVI ELEV = 418.204

LOW PT = ???A.D. = -0.04K = 15.01

BVCS:

1+27

2.12

BVCE:

418

.043

54.00m VC

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201

FILE

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82-1

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IMAG

ES:

024-

078_

2013

_10c

m.e

cw R

B-9

1.jp

g

2015-01

AJC

AJC

BM



Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


6

C201

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB




MATC

H LIN

E: 1+150

C200

26

NOTES:







DAYLIGHT LIMITS


1+025 TO 1+200 3.5:1± 2:1

1+200 TO 1+704 2:1 2:1


1.5BIK

E3.5

LAN

E3.5

LAN

E1.5 S

HLD

SCALE: 1:25

1.5 SW

MATCH

LINE: 1+

300

C202

3.5TU

RN

LAN

E

CURB RETURNR=10.5m

CURB RETURNR=7.0m

CURB RETURNR=9.0m

CURB RETURNR=7.5m

PROPOSED WHITE LINE


PROPOSED WHITE LINE

PROPOSED WHITE ARROW

PROPOSEDWHITE LINE

PLEASANT VALLEY ROADAND 39 AVE INTERSECTION PLEASANT VALLEY ROAD

AND 20 STREET INTERSECTION

PROPOSED GEOGRIDSEE NOTE 5, THIS SHEET

GRADE SLOPE FROM EXISTING SIDEWALKTO BACK OF CURB FROM 37 AVE TO 39 AVE




TIE TO EXISTINGCURB, GUTTER, AND SIDEWALK

PROPOSED RETAININGWALL. REFER TO DETAIL

1, DRAWING C500

LOCK-BLOCK WALLONE COURSE HIGH.TOP OF WALL 418.67

TRANSITIONED LANE WIDTH

OVER 10.0m BEFORE CURVE.

(3.5m LANES THROUGH CURVE,

3.3m LANES ELSEWHERE)


PEDESTRIAN CROSSING SIGNALSEE DRAWING E1

PEDESTRIAN CROSSING SIGNALSEE DRAWING E1


1


INFILL BACK OF CURB TOSIDEWALK WITH STAMPED

CONCRETE.

9.2m

1.6m

1.35

m

L O T B

P L A N KAS 1031

3909 19 STREET

L O T 4

P L A N 53874


L O T 3

P L A N 53874


L O T 2

P L A N 53874


L O T 1

P L A N 53874



P L A N 2749

L O T 1


P L A N 19314

L O T 4


P L A N 19315

L O T 2


P L A N 19315

L O T 1


P L A N 9465

L O T 3

PLEASANT VALLEY RD

LS

X

X

X

XXX

X

X

XX

XX

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

XXX

X

X

XX

XX

X

X

X

X

X

X

X

X

X

X

X X

XXX

X

X

X

4.0%

3.0%

3.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

4.0%

4.0%

4.0%

4.0%

4.0%

1.8%

1.0%

3.8%

5.8%

4.0%

3.1%

0.3%

4.0%

4.0% 4.0%

416

417

418

419

420

415

416

417

418

419

420

1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+450

PROPOSED/EXISTING

HORIZONTAL GEOMETRY

1+300

417.

96

417.

95

417.

79

417.

79

1+320

417.

57

417.

57

417.

23

417.

28

1+340

416.

92

416.

98

416.

62

416.

68

1+360

416.

41

416.

39

416.

22

416.

17

1+380

416.

09

416.

05

415.

97

415.

95

1+400

415.

87

415.

85

415.

78

415.

75

1+420

415.

70

415.

68

415.

72

415.

69

1+440

415.

77

415.

77

1+450

415.

89

415.

94

L=196.12

PVI STA = 1+299.12PVI ELEV = 418.204

LOW PT = ???A.D. = -0.04K = 15.01

EVCS:

1+32

6.12

EVCE:

417

.394

54.00m VCPVI STA = 1+439.34PVI ELEV = 415.461LOW PT = 1+424.34

A.D. = 0.04K = 12.50

BVCS:

1+41

1.84

BVCE:

415

.736

EVCS:

1+46

6.84

EVCE:

416

.396

55.00m VCPVI STA = 1+366.19PVI ELEV = 416.192LOW PT = 1+376.19

A.D. = 0.02K = 10.00

BVCS:

1+35

6.19

BVCE:

416

.492

EVCS:

1+37

6.19

EVCE:

416

.092

20.00m VC

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FILE

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IMAG

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2013

_10c

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2015-01

AJC

AJC

BM



Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


7

C202

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB




MATC

H LIN

E: 1+300

C201

26

RESTORE DRIVEWAY,SEE NOTE 2 (TYP.)

NOTES:







DAYLIGHT LIMITS


1+025 TO 1+200 3.5:1± 2:1

1+200 TO 1+704 2:1 2:1

1.5

SH

LD3.

3LA

NE

3.3

LAN

E1.

5 BIK

E

SCALE: 1:25

1.5

SW

MATC

H LIN

E: 1+450

C203

REFER TO DWG. C205FOR CURB RETURN GRADES

PLEASANT VALLEY ROADAND 19 STREET INTERSECTION

PLEASANT VALLEY ROADAND 20 STREET INTERSECTION

PROPOSED WHITE LINE


PROPOSED WHITE LINE





LOCK-BLOCK WALLONE COURSE HIGH.TOP OF WALL 421.82

TOW: 418.46TOW: 418.32

TOW: 418.18

B

C500

B

C500

PROPOSED RETAININGWALL. REFER TO DETAIL1, DRAWING C500

1.8m

S/W

9.0m 9.0m

1.5m

S/W

INFILL BACK OF CURB TOSIDEWALK WITH STAMPEDCONCRETE.

1.5m

S/W


PROPOSED RETAININGWALL. REFER TO DETAIL

1, DRAWING C500

CONTRACTOR TO COORDINATEREPLACEMENT POLE AND NEWSIDEWALK GUY WITH BC HYDRO

CONTRACTOR TO COORDINATEREPLACEMENT POLE WITH BC HYDRO



1


L O T 2

P L A N 20241


L O T 1

P L A N 20241


L O T 1

P L A N 2573


L O T 3

P L A N 2573


L O T 1

P L A N 31109


L O T B

P L A N KAS 1031

3909 19 STREET

1607 40 AVE

P L A N 25657

L O T 11

1609 40 AVE

P L A N 25657

L O T 10

3916 17 ST

P L A N 25657

L O T 9


P L A N KAP 3444B


P L A N 2749

L O T 1

X

X

X

X

XXX

X

X

X

X

X

X

X

XXXX

XX

X

X

XX

XX

XX

XX

X

X

X

XX X

X

X

X

X

X

XXX

X

X

X

X

XXX

X

X

X

X

X

X

X

XXXX

XX

X

X

XX

XX

XX

XX

X

X

X

XX X

X

X

X

X

X

XXX

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

415

416

417

418

419

414

415

416

417

418

419

1+450 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600

PROPOSED/EXISTING

HORIZONTAL GEOMETRY

1+450

415.

89

415.

94

1+460

416.

16

416.

18

416.

45

416.

50

1+480

416.

84

416.

84

417.

22

417.

18

1+500

417.

56

417.

52

417.

84

417.

80

1+520

418.

02

418.

01

418.

13

418.

14

1+54041

8.20

418.

19

418.

20

418.

17

1+560

418.

13

418.

10

418.

04

418.

03

1+580

417.

99

417.

96

417.

97

417.

95

1+600

418.

05

418.

02

L=196.12 L=112.70 L=45.66

PVI STA = 1+524.75PVI ELEV = 418.365

A.D. = -4.15%K = 13.25

BVCS:

1+49

7.25

BVCE:

417

.430

EVCS:

1+55

2.25

EVCE:

418

.159

55.00m VC55.00m VC

PVI STA = 1+587.71PVI ELEV = 417.893LOW PT = 1+585.93

A.D. = 0.02K = 14.29

BVCS:

1+57

5.21

BVCE:

417

.986

EVCS:

1+60

0.21

EVCE:

418

.018

25.00m VC

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S:

1682

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E.dw

g 16

82-1

-PLN

M-E

.dw

g 16

82-1

-DSG

N-N

.dw

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82-1

-UTI

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IMAG

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024-

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2013

_10c

m.e

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B-9

1.jp

g

2015-01

AJC

AJC

BM



Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


8

C203

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB




MATC

H LIN

E: 1+600

C204

26

NOTES:







DAYLIGHT LIMITS


1+025 TO 1+200 3.5:1± 2:1

1+200 TO 1+704 2:1 2:1

1.5

SH

LD3.

3LA

NE

3.3

LAN

E1.

5 BIK

ESCALE: 1:25

1.5

SW

MATC

H LIN

E: 1+600

C202


PROPOSED WHITE LINE


PROPOSED WHITE LINE



EXISTING BOLLARD

EXISTING HEDGES

1


1601 40 AVEP L A N 25657L O T 14

L O T 4P L A N 202414016 PLEASANT VALLEY RD

1514 40 AVE

P L A N 25657

L O T 15

1513 40 AVE

P L A N 25657

L O T 16

1511 40 AVE

P L A N 40173

L O T A


P L A N 27846

L O T 1

L O T 5

P L A N 20241


L O T 1

P L A N 28199


L O T 3P L A N 202414014 PLEASANT VALLEY RD


1603 40 AVEP L A N 25657L O T 13

1605 40 AVEP L A N 25657L O T 12

1607 40 AVEP L A N 25657L O T 11

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

3.0%

4.0%

2.5%

2.9%

416

417

418

419

420

415

416

417

418

419

420

1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+750

PROPOSED/EXISTING

HORIZONTAL GEOMETRY

1+600

418.

05

418.

02

418.

12

418.

12

1+620

418.

19

418.

22

418.

31

418.

32

1+640

418.

42

418.

41

418.

51

418.

47

1+660

418.

54

418.

47

418.

52

418.

42

1+680

418.

49

418.

38

418.

47

418.

43

1+700

418.

48

418.

48

418.

59

418.

61

1+720

418.

73

418.

76

418.

89

418.

91

1+740

419.

02

419.

03

1+750

419.

13

L=45.66 L=81.28m, T=40.89mR=300.00m, CHORD=81.03m

Δ=15°31'25"

BC:

1+62

5.89

EC:

1+70

7.18

L=42.82

PVI STA = 1+650.18PVI ELEV = 418.517

A.D. = -1.50%K = 16.67

BVCS:

1+63

7.68

BVCE:

418

.392

EVCS:

1+66

2.68

EVCE:

418

.455

25.00m VC25.00m VC

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XREF

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82-1

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M-E

.dw

g 16

82-1

-DSG

N-N

.dw

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-UTI

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_Ind

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IMAG

ES:

024-

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1.jp

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2015-01

AJC

AJC

BM



Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


9

C204

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


MAT

CH

LIN

E: 1

+60

0

C203

26

NOTES:







DAYLIGHT LIMITS


1+025 TO 1+200 3.5:1± 2:1

1+200 TO 1+704 2:1 2:1

1.5

SHLD

3.3

LAN

E

3.3

LAN

E

1.5

BIKE

SCALE: 1:25

1.5

SW

1.5

SH

LD

3.5

LAN

E3.

5LA

NE

1.5

BIK

E

1.5

SW

CURB RETURNR=7.5m

PLEASANT VALLEY ROADAND 41 AVE INTERSECTION

PROPOSED WHITE LINE


PROPOSED WHITE LINE

TIE WHITE LINETO EXISTING





C

C

5

0

0

C

C

5

0

0

TRANSITION LANE WIDTHOVER 10.0m BEFORE CURVE.

(3.5m LANES THROUGH CURVE,

3.3m LANES ELSEWHERE)

1.5SH

LD3.3

LAN

E3.3

LAN

E1.5 B

IKE

R=

100m

R=

100m

TRANSITION GUTTER LINE

TO MATCH EXISTING CURBMATCH EXISTING SIDEWALK


1


L O T

1

P L

A N

538

74

3901

PLE

ASAN

T VA

LLEY

RD

3905

PLE

ASAN

T VA

LLEY

RD

3903

PLE

ASAN

T VA

LLEY

RD

P L

A N

946

5

L O T

2

LS

LS

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

3.0%

4.0%

3.0%

3.0%

3.0%

4.0%

3.0%

4.0%

1.8%

1.0%

3.8%

1.4%

4.0%

416

417

418

419

420

415

416

417

418

419

420

20+000 20+020 20+040

HORIZONTAL GEOMETRY

PROPOSED/EXISTING

20+000

416.

35

416.

35

417.

08

417.

08

20+020

417.

77

417.

77

418.

00

418.

00

20+040

419.

92

419.

92

413

414

415

416

417

412

413

414

415

416

417

3+000 3+020 3+040 3+050

PROPOSED/EXISTING

HORIZONTAL GEOMETRY

3+000

412.

37

412.

37

3+020

413.

86

413.

86

415.

38

415.

38

3+040

415.

77

415.

77

3+050

L O T

B

P L

A N

KAS

103

1

3909

19

STRE

ET

L O T

4

P L

A N

538

74

3916

PLE

ASAN

T VA

LLEY

RD

4001

PLE

ASAN

T VA

LLEY

RD

P L

A N

193

14

L O T

4

3.0%

3.0%

3.0%

3.0%

4.0%

3.0%

4.0%

4.0%

5.8%

4.0%

3.1%

0.3%

4.0%

4.0%

PLO

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FILE

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XREF

S:

1682

-1-L

EGL-

E.dw

g 16

82-1

-PLN

M-E

.dw

g 16

82-1

-DSG

N-N

.dw

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-UTI

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19 STREET AND 20 STREET

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


10

C205

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

NOTES:







DAYLIGHT LIMITS


1+025 TO 1+200 3.5:1± 2:1

1+200 TO 1+704 2:1 2:1

SCALE: 1:25

PLEASANT VALLEY ROADAND 20 ST INTERSECTION

1.5

SHLD

3.3

LANE

3.3

LANE

1.5 BIKE

PLEASANT VALLEY ROADAND 19 ST INTERSECTION

1.5

SHLD

3.5

LANE

3.3

LANE

1.5 BIKE





CURB RETURNR=7.5m

CURB RETURNR=5.0m

CURB RETURNR=7.5m

CURB RETURNR=4.0m

EXISTING UTILITY POLE

MATCH EXISTING

MATCH EXISTING


1


L O T

1

P L

A N

KAS

6837

3604

PLE

ASAN

T VA

LLEY

RD

3603

PLE

ASAN

T VA

LLEY

RD

P L

A N

KAP

3336

L O T

4

412

413

414

415

416

417

418

412

413

414

415

416

417

41837+000 37+020 37+040 37+060

37+000 37+020 37+040 37+060

EX 200mm PV

C SAN

EX 3

75mm

AC S

TM

STA: 37+031.90INV: 414.55REDUCERTIE TO EXISTING

STA: 37+005.59INV: 412.65

HOT TAP

STA

: 37

+01

7.43

INV:

413.

193°

VER

TIC

AL D

EFLE

CTI

ON

4.4m - 150mm PVC WAT @ 4.4%

14.5

m - 15

0mm PV

C W

AT @

9.4

%

STA: 37+013.05INV: 413.0022.5° BEND5° SWEEP

21.4m - 200mmØ PV

C SAN @ 6.5%EX. 200mmØ NE INV. IN = 412.29

EX. REMOVE 200mmØ E INV. IN = 412.31PROP 200mmØ E INV. IN = 412.31

EX. REMOVE 200mmØ SW INV. OUT= 412.24PROP 200mmØ SW INV. OUT= 412.24

1050mmØ MH

STA: 37+032.81INV: 413.70TIE TO EXISTING

PVI STA = 37+018.51PVI ELEV = 414.767

LOW PT = 37+012.01A.D. = 0.06K = 2.14

BVCS:

37+

012.

01BVCE:

414

.539

EVCS:

37+

025.

01EV

CE:

415

.391

13.00m VC

MIDDLE OF PIPE LENGTHSLOCATED AT CROSSING

WRAPPED JOINTS(TYP.)

NOTE:ALL JOINTS TO BE WRAPPEDMIN. 3.0m EITHER SIDE OFCROSSING POINT WITHCANUS JOINTWRAPTM (ORAPPROVED EQUAL)

JOINTS MUST BE WRAPPED WHEN:

1. WATERMAIN CROSSES BELOWANY SANITARY OR STORM MAIN.

2. WATERMAIN CROSSES ABOVEANY SANITARY OR STORM MAINLESS THAN 0.45m (VERTICAL)

3. WATERMAIN LESS THAN 3.0m(HORIZONTAL) CLEAR FROMANY SANITARY OR STORM MAIN.

PLO

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300

FILE

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2-1-

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300.

dwg

XREF

S:

1682

-1-L

EGL-

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g 16

82-1

-PLN

M-E

.dw

g 16

82-1

-DSG

N-N

.dw

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82-1

-UTI

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dwg

IMAG

ES:

2015-01

AJC

AJC

BMFROM STA: 37+000 TO STA: 37+060

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


11

C300

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

SCALE: 1:25

NOTES:

1. THE CONTRACTOR SHALL PROVIDE A MINIMUM 48HOURS (2 WORKING DAYS, DEFINED AS MONDAY TOFRIDAY, EXCLUDING STATUTORY HOLIDAYS)ADVANCE NOTICE TO THE ENGINEER, GVW, CITY OFVERNON, VERNON FIRE DEPARTMENT, AND THEAFFECTED WATER SERVICE USERS PRIOR TO ANYMAIN AND/OR SERVICE SHUT DOWN OR DISRUPTION.NO SHUTDOWNS OF GREATER THAN 8 HOURS WILLBE ALLOWED. THE CONTRACTOR SHALL COORDINATEALL SERVICE DISRUPTIONS WITH AFFECTED WATERUSERS, THE ENGINEER, GVW, AND THE CITY OFVERNON.

2. WRAP ALL WATERMAIN JOINTS WHERE 3.0mHORIZONTAL AND/OR 0.45m VERTICAL SEPARATIONIS NOT ACHIEVED WITH CANUS JOINTWRAPTM.

3. RESTORE ALL DISTURBED BOULEVARDS TO EXISTINGCONDITION.

4. ALL EXISTING WATERMAINS TO BE ABANDONED ANDCAPPED NEAR PROPOSED TIE-INS. ALL EXISTINGGATE VALVES AND CURB STOPS TO BE ABANDONED,SHALL HAVE BOX AND RISER REMOVED, VALVECLOSED AND BURIED.

5. ALL METALLIC APPURTENANCES TO BE WRAPPEDWITH PETROLATUM WAX TAPE (DENSO PASTE ANDTAPE), UNLESS EPOXY COATED.

6. FOR WATERMAIN CROSSING DETAIL, REFER TODRAWING C300.

7. FOR RESTRAINED LENGTHS AT WATER FITTINGSREFER TO TABLE ON DRAWING C300.

EX 2

00m

m P

VC S

AN


SCALE:-

1 WATERMAIN CROSSING DETAILN.T.S

150mm PVC WAT

EX 375mm AC STM

EX 200mm SAN

EX 100mm CI WAT

CONFIRM LOCATION150x100 HxH - REDUCERc/w THRUST BLOCKTIE TO EXISTING 100mm WATERMAIN

REMOVE AND DELIVER TO CITY YARDSEXISTING FIRE HYDRANT AND VALVE.INSTALL:150H x 150H x 150H - TEE2 - 150 HxH - G.V.c/w THRUST BOCK150mm PVC WATERMAINNEW FIRE HYDRANT

HOT TAP NEW 150mm PVC WATERMAINTO EXISTING 200mm CI WATERMAIN

c/w 150mm HxF - G.V.AND THRUST BLOCK

EX 2

00m

m C

I WAT

250m

m P

VC S

TM

EX 3

75m

m A

C ST

M

EX 2

00m

m V

CT S

AN

EX 2

00m

m C

I WAT

EX O/H UTILITIES

150H x 150H - 22.5° BENDc/w THRUST BLOCK150mm 5° SWEEPCAP EXISTING

CUT AND CAP EXISTING100mm WATERMIAN

AT EXISTING 200mm WATERMAINc/w THRUST BLOCK

EX S

AN

MH

EX S

TM M

H

EXISTING 200mmCI WAT

375mm PVC STM

200mm PVC SAN

CONFIRM LOCATIONTIE TO EXISTING 200mm SANITARY


REMOVE AND DELIVER TO CITY YARDSEXISTING VALVE.

EX 10

0mm C

I WAT

1

ISSUED FOR TENDER2015-02-02 AJCB

0.46m

0.45m

3.0m 2.9m

4.4mINSTALL TEMPORARY CAP AND BLOW-OFFON EXISTING WATERMAIN


SAN099

REMOVE AND REPLACEEXISTING SANITARY MHWITH NEW 1050mm MH

411

412

413

414

415

416

417

411

412

413

414

415

416

4171+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+150

1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+150

67.4m - 200mm VCT SAN @ 2.0%

10.4m - 200mmØ PVCSAN @ 2.0%

EX. 200mmØ NE INV. IN = 412.29EX. REMOVE 200mmØ E INV. IN = 412.31PROP 200mmØ E INV. IN = 412.31EX. REMOVE 200mmØ SW INV. OUT= 412.24PROP 200mmØ SW INV. OUT= 412.241050mmØ MH

89.7m - 200mm PVC SAN @ 2.0%

250mm PVC STM

250mm PVC STM375mm PVC STM

200m

mØ

SW

IN

V.

OU

T= 4

14.1

1

STA: 1+022.81INV: 412.03

TIE TO EXISTING SANEX 375mm STM

L O T A

P L A N KAS34411


L O T 12

P L A N KAS 17420


L O T 1

P L A N KAS6837


P L A N KAS6837


L O T 12

P L A N KAS 17420



P L A N KAP1824

L O T 2


P L A N KAP3887

L O T 1


P L A N KAP3887

L O T 2


P L A N KAP3336

L O T 4


P L A N KAP26774

L O T 1

XXXXX

X

XX

X

X

X

XX

XX

X XX X

X

X

X

X

X

XX

XX

X

X

X

XXXXX

X

XX

X

X

X

XX

XX

X XX X

X

X

X

X

X

XX

XX

X

X

X

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301

FILE

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road

reh

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2-1-

c-w

at-c

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XREF

S:

1682

-1-L

EGL-

E.dw

g 16

82-1

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M-E

.dw

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82-1

-DSG

N-N

.dw

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82-1

-UTI

L-E.

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IMAG

ES:

2015-01

AJC

AJC

BM

PV WATER AND SANITARY - PLAN AND PROFILE


Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


12

C301

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

SCALE: 1:25

NOTES:








EX 200mm PVC SAN


150mm

PVC WAT

EX 375mm

AC STM

EX 100mm

CI WAT

HOT TAP NEW 150mm PVC WATERMAINTO EXISTING 200mm CI WATERMAIN

c/w 150mm HxF - G.V.AND THRUST BLOCK

EX 200mm CI WAT

250mm PVC STM

EX O/H UTILITIES

CUP AND CAP EXISTING100mm WATERMIAN

AT EXISTING 200mm WATERMAINc/w THRUST BLOCK

STM

MH

200mm

PVC SAN

SAN099


200mm PVC SANEX 200mm VCT SAN EX SAN002

375mm

PVC STM

EX O/H UTILITIES


STM

MH

STM

MH

EX 200mm CI WAT

EX 60mm GAS

EX 200mm CI WAT

EX 200mm CI WAT

EX 60mm GAS

EX 375mm STM

EX S

TM M

H R

EMO

VE


REMOVE AND REPLACEEXISTING SANITARY MHWITH NEW 1050mm MH

4.6

1


413

414

415

416

417

418

419

413

414

415

416

417

418

4191+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+250

1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+250

45.3m - 200mmØ PVC SAN @ 0.5%

45.5m - 200mm CONC. SAN @ 0.4%(TO BE ABANDONED)

200

mm

Ø E

IN

V.

IN =

415

.90

200

mm

Ø S

W I

NV.

IN =

415

.42

200m

mØ

W I

NV.

OU

T= 4

15.3

6

1200

mm

Ø M

H

100m

mØ

SE

INV.

IN =

416

.13

200m

mØ

NE

INV.

OU

T= 4

15.6

5

1050

mm

Ø M

H

200mmØ SW INV. OUT= 414.11

L O T 3

P L A N 47102


L O T 1

P L A N KAS 1025


2001 39 AVE

P L A N 9465

L O T 1

P L A N KAS 16666

2100 39TH AVENUE

P L A N KAS34411


P L A N KAS 17420



P L A N KAP1824

L O T 1


P L A N KAP1824

L O T 2


P L A N KAP3887

L O T 1

X

X

X

XX

XX

XX

X

X

X

X

X

X

X

X

X

XXXXX

X

X

XX

X

X

X

X

X

XX

XX

X XX

X X X XX

X

X

X X

X

X

X

X

X X X

X

X

X

X

X

X

X

X

X

X

XX

XX

XX

X

X

X

X

X

X

X

X

X

XXXXX

X

X

XX

X

X

X

X

X

XX

XX

X XX

X X X XX

X

X

X X

X

X

X

X

X X X

X

X

X

X

X

X

X

E

E

PLO

TTED

: 20

15-0

3-10

- 2

:56

PM

USER

: al

exc

CTB

: _m

eacl

-ful

lbla

ck.c

tbLA

YOU

T: C

302

FILE

: z:

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roje

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1682

.1 -

pv

road

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XREF

S:

1682

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g 16

82-1

-PLN

M-E

.dw

g 16

82-1

-DSG

N-N

.dw

g 16

82-1

-UTI

L-E.

dwg

IMAG

ES:

2015-01

AJC

AJC

BM

PV SANITARY - PLAN AND PROFILE


Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


13

C302

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

SCALE: 1:25

NOTES:









250mm PVC STM

STM

MH


EX 200mm CI WAT

EX 200mm PVC SAN @ 2.0%


EX 200mm PVC SAN

EX 200mm CONC SAN (TO BE ABANDONED)200mm PVC SANSAN100

SAN101

REMOVE AND REPLACEEXISTING MH WITH NEW

1200mm MHc/w INSIDE DROP, AS PER CITY OF VERNON

STANDARD DETAIL S4

EXTEND EXISTINGSANITARY SERVICE,

MINIMUM 2.0%, TO NEW MH

EX O/H UTILITIES

EX 300mm

TRANS WAT

EX 200mm

CONC. SAN

EX 375mm

CONC. STM

EX 200mm

WAT

EX 300mm

TRANS WAT

EX 200mm

CONC. SAN

EX 200mm

WAT

EX O/H UTILITIES

EX 60mm GASEX 200mm CI WAT

EX 60mm

GAS

STM

MH

EX 200mm CI WAT

250mm PVC STM

EX 450mm

CONC. STM

EXISTING 300mm WATERMAINLOCATION APPROXIMATE

5.7

EX 200mm CI WAT

0.10

1


EX SAN002

L O T 4

P L A N 53874


L O T 3

P L A N 53874


L O T 2

P L A N 53874


L O T 1

P L A N 53874


P L A N KAS 1085



P L A N 19314

L O T 4


P L A N 19315

L O T 2


P L A N 19315

L O T 1


P L A N 9465

L O T 3


P L A N 9465

L O T 2

XX

X

X

X

X

X

X

X

XX

XX

X

X

XX

XX

X XX X

X

X

X

X

X

X

X

X

X

X

X X

XX

X

X

X

X

X

X

X

XX

XX

X

X

XX

XX

X XX X

X

X

X

X

X

X

X

X

X

X

X X

XXXX

X

X

E

E

E

E

E

LS LS

413

414

415

416

417

418

419

413

414

415

416

417

418

4191+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+410

1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+410

STA

: 1+

300.

00IN

V:

416.

09TI

E IN

TO E

XIS

TIN

G

STA

: 1+

309.

43IN

V:

415.

8722

.5°

BEN

D

9.1m - 200mm PVCWAT @ 2.4%

7.1m - 200mm PVCWAT @ 2.6%

33.0m - 200mm PVC WAT @ 1.1%

1.0m - 200mm PVC WAT @ 0.2%

STA

: 1+

301.

00IN

V:

416.

0922

.5°

BEN

D

200mmØ NE INV. IN = 414.19200mmØ N INV. OUT= 414.13

1050mmØ MH

200m

mØ

SW

IN

V.

OU

T= 4

14.5

110

50m

mØ

MH

63.8m - 200mm PVC SAN @ 0.5%

STA

: 1+

368.

61IN

V:

414.

33VER

TICAL

DEF

LECTI

ON

52.0m - 200mm PVC WAT @ 2.6%

STA

: 1+

316.

58IN

V:

415.

69TE

E

PLO

TTED

: 20

15-0

3-10

- 2

:57

PM

USER

: al

exc

CTB

: _m

eacl

-ful

lbla

ck.c

tbLA

YOU

T: C

303

FILE

: z:

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1682

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pv

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XREF

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82-1

-PLN

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.dw

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82-1

-DSG

N-N

.dw

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82-1

-UTI

L-E.

dwg

IMAG

ES:

2015-01

AJC

AJC

BM

PV WATERMAIN - PLAN AND PROFILE


Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


14

C303

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB




200mm PVC WAT

26

2 - 200H x 200H - 22.5° BENDc/w THRUST BLOCK

TIE TO EXITINGAND CAP EXISTING 100mm WATERMAIN

SCALE: 1:25

NOTES:








CONFIRM LOCATIONTIE TO EXISTING TEE

EX 200mm TRANS WAT

EX 150mm TRANS WAT

EX O/H UTILITIESEX 100mm TRANS WATEX 60mm GAS

EX 200mm SANSAN103SAN104

REMOVE LID, UPPER BARREL FRAMEAND COVER, AND FILL EXISTING MH.

PERMANENTLY CAP/PLUG EXISTING SANITARY

EX 200mm SAN (TO BE ABANDONED)

EX 200mm SAN(TO BE ABANDONED)

EX STM004

INSTALL NEW 19mm WATER SERVICEAND CONNECT TO EXISTING WATER AT

PROPERTY LINE c/w NEW CURB STOP ASSEMBLY.(TYP. ALL SERVICES)

MATC

H L

INE:

1+

410

C304

REMOVE AND DELIVER TO CITY YARDSEXISTING FIRE HYDRANT AND VALVE.INSTALL:200H x 200H x 150H - TEE2 - 200 HxH - G.V.150 HxH - G.V.c/w THRUST BLOCKS150 PVC WATERMAINNEW FIRE HYDRANT

EX 2

00m

m A

C W

AT

EX 200mm AC WAT

EX 60mm GAS

EX O/H UTILITIES

EX 2

00m

m S

AN

EX 2

00m

m A

C ST

M

SAN102

EXISTING SANITARYTO BE ABANDONED


REMOVE LID, UPPER BARREL FRAMEAND COVER, AND FILL EXISTING MH.

PERMANENTLY CAP/PLUG EXISTING SANITARY

SANITARY CROSSING

6.6m

1.5m O

FFG

UTTER

FOR CONTINUATION SEE DRAWING C306

1.6m


PROPERTY LINE c/w NEW CURB STOP ASSEMBLY.

1


WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

L O T 1

P L A N 20241


L O T 1

P L A N 2573


L O T 3

P L A N 2573


L O T 1

P L A N 31109


L O T B

P L A N KAS 1031

3909 19 STREET

L O T 4

P L A N 53874


3916 17 ST

P L A N 25657

L O T 9


P L A N KAP 3444B


P L A N 2749

L O T 1


P L A N 19314

L O T 4

X

XXX

X

X

X

X

X

X

X

XXXX

XX

X

X

X

X

X

X

X

XXX

X

XXX

X

X

X

X

X

X

X

XXXX

XX

X

X

X

X

X

X

X

XXX

EE

EE

E

TT

T

413

414

415

416

417

418

419

413

414

415

416

417

418

4191+410 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560

1+410 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560

37.9m - 200mm PVC WAT @ 0.7%

31.2m - 200mm PVC WAT @ 3.1%

52.0m - 200mm PVC WAT @ 0.1%

STA

: 1+

559.

46IN

V:

415.

9045

° BEN

D

STA

: 1+

507.

50IN

V:

415.

852°

VER

TICAL

DEF

LECTI

ON

STA

: 1+

439.

47IN

V:

413.

722°

VER

TICAL

DEF

LECTI

ON

84.6m - 200mmØ PVC SAN @ 2.4%

200m

mØ

SW

IN

V.

OU

T= 4

15.4

110

50m

mØ

MH

200mmØ NE INV. IN = 413.39200mmØ NW INV. OUT= 413.331050mmØ MH 36.8m - 200mm PVC WAT @ 3.1%

STA

: 1+

470.

75IN

V:

414.

69TE

E

PLO

TTED

: 20

15-0

3-10

- 2

:57

PM

USER

: al

exc

CTB

: _m

eacl

-ful

lbla

ck.c

tbLA

YOU

T: C

304

FILE

: z:

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1682

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XREF

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-PLN

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-DSG

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-UTI

L-E.

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IMAG

ES:

2015-01

AJC

AJC

BM



Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


15

C304

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

SCALE: 1:25

NOTES:








200mm PVC WAT

EX O/H UTILITIES

EX 100mm TRANS WAT

EX 60mm GAS

200mm PVC SAN

SAN106

SAN105

200mm

PVC S

AN

EX 2

50m

m S

TM

EX 2

00m

m S

AN


PROPERTY LINE c/w NEW CURB STOP ASSEMBLY.(TYP. ALL SERVICES)

SAN107

EX 100mm TRANS WAT

EX 100mm TRANS WAT

MATC

H L

INE:

1+

410

C303

MATC

H L

INE:

1+

560

C305



200H x 200H - 45° BENDINSTALL NEW 38mm SERVICE

200H x 200H x 150H - TEE2 - 200 HxH - G.V.

150 HxH - G.V.c/w THRUST BLOCKS150 PVC WATERMAINNEW FIRE HYDRANT


0.58m

4.9m

1.5m O

FFG

UTTER


PROPERTY LINE c/w NEW CURB STOP ASSEMBLY.

FOR CONTINUATION SEE DRAWING C306

2.1m

1.6m

1.5m FROMGUTTER LINE

1


WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

WAT

SER

V

1601 40 AVE

P L A N 25657

L O T 14

L O T 4

P L A N 20241


1514 40 AVE

P L A N 25657

L O T 15

1513 40 AVE

P L A N 25657

L O T 16

1511 40 AVE

P L A N 40173

L O T A

L O T 5

P L A N 20241


L O T 3

P L A N 20241


L O T 2

P L A N 20241


L O T 1

P L A N 20241


1603 40 AVE

P L A N 25657

L O T 13

1605 40 AVE

P L A N 25657

L O T 12

1607 40 AVE

P L A N 25657

L O T 11

1609 40 AVE

P L A N 25657

L O T 10

3916 17 ST

P L A N 25657

L O T 9

X

X

X

X

X

X

XX

XXXX

XX

X

X

XX

XX

X

X

X

XXX

X

XX

XX

XX

XX

X

X

X

XX X

X

X

X

X X X X

X

X

X

XX X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XXXX

XX

X

X

XX

XX

X

X

X

XXX

X

XX

XX

XX

XX

X

X

X

XX X

X

X

X

X X X X

X

X

X

XX X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

EE

EE

TT

T T

414

415

416

417

418

419

420

414

415

416

417

418

419

4201+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+710

1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+710

5.3m - 200mm PVC WAT @ 0.1%

34.6m - 200mm PVC WAT @ 0.1%

3.4m - 200mm PVCWAT @ 0.1%

STA: 1+700.82INV: 416.0322.5° BEND

STA: 1+704.08INV: 416.0322.5° BEND S

TA:

1+70

5.93

INV:

416.

03TI

E TO

EXIS

TIN

G

78.2m - 200mm PVC WAT @ 0.1%

STA

: 1+

568.

38IN

V:

415.

91TE

E

STA

: 1+

563.

12IN

V:

415.

9045

° BEN

D

EX 525mm CONC. STM

EX 525mm CONC. STM

EX 375mm CONC. STM

EX 300mm STEEL STM

EX 300mm STEEL STM91.3m - 200mmØ PVC SAN @ 0.6%

43.9m - 250mm AC SAN @ 0.4%

200m

mØ

SE

INV.

IN =

416

.04

200m

mØ

NE

INV.

OU

T= 4

16.0

2

1050

mm

Ø M

H

200m

mØ

SW

IN

V.

IN =

415

.49

200m

mØ

SW

IN

V.

IN =

415

.49

250m

mØ

NE

INV.

OU

T= 4

15.4

8

1050

mm

Ø M

H

200m

mØ

E I

NV.

IN =

415

.44

250m

mØ

SW

IN

V.

IN =

415

.30

200m

mØ

NW

IN

V.

OU

T= 4

15.2

3

1.8m - 200mm PVCWAT @ 0.0%

5.2m - 200mmPVC WAT @ 0.1%

STA

: 1+

647.

17IN

V:

415.

985°

SW

EEP

12.0m - 200mm PVC WAT @ 0.1%

6.0m - 200mm PVC WAT @ 0.1%

STA

: 1+

653.

28IN

V:

415.

995°

SW

EEP

STA

: 1+

665.

48IN

V:

416.

005°

SW

EEP

STA

: 1+

634.

36IN

V:

415.

97TE

E

PLO

TTED

: 20

15-0

3-10

- 2

:57

PM

USER

: al

exc

CTB

: _m

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lbla

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YOU

T: C

305

FILE

: z:

\mea

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1682

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st a

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_cur

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\168

2-1-

c-w

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dwg

XREF

S:

1682

-1-L

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82-1

-PLN

M-E

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82-1

-DSG

N-N

.dw

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82-1

-UTI

L-E.

dwg

IMAG

ES:

2015-01

AJC

AJC

BM



Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


16

C305

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

SCALE: 1:25

NOTES:








MATC

H L

INE:

1+

560

C304


PROPERTY LINE c/w NEW CURBSTOP ASSEMBLY.



EX 525mm CONC. STM

EX 300mm AC STM

EX 250mm AC SAN

EX 100mm TRANS WAT

EX 60mm GASEX O/H UTILITIES

EX 100mm TRANS WAT

EX 60mm GAS

EX O/H UTILITIES

EX 300mm AC STM

EX 375mm CONC STMEX

200

mm

STM

EX 2

50m

m W

AT

EX 6

0mm

GAS

EX U

/G U

TILI

TIES

200m

m P

VC S

AN

2 - 200H x 200H - 45° BENDc/w THRUST BLOCK

200mm PVC WAT

2 - 200H x 200H - 22.5° BENDc/w THRUST BLOCK

CONFIRM LOCATION OF TIE INREMOVE 100HxH 45° BEND,200x100 REDUCE AND TIE TOEXISTING 200mm G.V.

200mm PVC WAT

2 - 200 HxH - G.V.150 HxH - G.V.

200H x 200H x 150H - TEEc/w THRUST BLOCK

RELOCATE EXISTING FH

EX UNDERGROUND UTILITIESCROSSING (EXPOSE PRIORTO CONSTRUCTION)

200mm PVC SAN

REPLACE EXISTING 250mm SANBETWEEN EX SAN003 AND EX SAN004

WITH 250mm PVC SAN

SAN108

SAN109

EX SAN009

EX SAN010

REMOVE AND REPLACEEXISTING MH

WITH NEW 1050mm MH

EX U/G UTILITIES

PROVIDE TEMPORARY WATER TO RESIDENCES FROM STA: 1+560 TO STA: 1+700

EX S

TM M

H

EX S

TM M

H

EX S

TM M

H

EX S

TM M

H

EX S

TM M

H

CAP EXISTING WATERMAIN

INSTALL TEMPORARYCAP AND BLOW-OFF ONEXISTING WATERMAIN

REMOVE EXISTING VALVEAND INSTALL:200H x 200H x 200H - TEE2 - 200 HxH - G.V.250 x 200 - REDUCERc/w THRUST BLOCKSTIE IN EXISTING 250mm WATERMAIN

STM

MH


200mm5° SWEEP





REMOVE AND REPLACEEXISTING MH

WITH NEW 1050mm MH

3.0m

3.0m

2.0m

1


WAT

SER

V

WAT

SER

V WAT

SER

V

WAT

SER

V

WAT SERV

409

410

411

412

413

414

415

416

417

409

410

411

412

413

414

415

416

4173+000 3+020 3+040 3+050

3+000 3+020 3+040 3+050

12.6m - 200mmØ PVC SAN @ 4.7%

200m

mØ

SE

INV.

IN =

412

.74

200m

mØ

N I

NV.

OU

T= 4

12.6

8

1050

mm

° M

H

200m

mØ

NE

INV.

IN =

413

.39

200m

mØ

NW

IN

V.

OU

T= 4

13.3

3

1050

mm

Ø M

H

13.8m - 200mm∅PVC SAN @ 14.9%

31.7m - 150mm PVC SAN @ 14.1%

200mmØ S INV. IN = 410.61150mmØ W INV. IN = 409.88

150mmØ N INV. OUT= 409.84

STA: 3+010.66INV: 410.71TIE TOEXISTING SAN

L O T

B

P L

A N

KAS

103

1

3909

19

STRE

ET

L O T

4

P L

A N

538

74

3916

PLE

ASAN

T VA

LLEY

RD

4001

PLE

ASAN

T VA

LLEY

RD

P L

A N

193

14

L O T

4

3903

PLE

ASAN

T VA

LLEY

RD

P L

A N

946

5

L O T

2

X

X

X

X

X

X

X

X

X

X

X

X

LS

413

414

415

416

417

418

419

420

421

413

414

415

416

417

418

419

420

42120+000 20+020 20+040

20+000 20+020 20+040

14.9m - 200mmØ PVC SAN @ 1.1%

17.8m - 200mm PVC SAN @ 1.5%

200mmØ S INV. IN = 413.90200mmØ S INV. IN = 413.96

200mmØ N INV. OUT= 413.901050mmØ MH

200mmØ NE INV. IN = 414.19200mmØ N INV. OUT= 414.131050mmØ MH

EX 250mm AC STM

EX 25

0mm AC STM

PLO

TTED

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dwg

XREF

S:

1682

-1-L

EGL-

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g 16

82-1

-PLN

M-E

.dw

g 16

82-1

-DSG

N-N

.dw

g 16

82-1

-UTI

L-E.

dwg

IMAG

ES:

2015-01

AJC

AJC

BM

19 ST AND 20 ST SANITARY - PLAN AND PROFILE

----

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


17

C306

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB



CONFIRM LOCATIONOF EXISTING STUB AND TIE IN

26

SCALE: 1:25

NOTES:








200mm PVC SAN

EX 200mm SAN

EX 200mm AC STM

EX 200mm TRANS WAT

EX 200mm

TRANS WAT

200mm

PVC WAT

EX 100mm

TRANS WAT

EX 60mm

GAS

EX O/H UTILITIES

200mm PVC SAN

200mm PVC SAN

EX 250mm PVC STMEX 250mm PVC STM

EX 200mm PVC SAN

EX 2

00m

m P

VC S

AN

EX 2

50m

m P

VC S

TM

200mm

PVC WAT

EX 100mm

TRANS WAT

EX 60mm

GAS

EX O/H UTILITIES

PROPOSED GROUND ATALIGNMENT (CONTROL LINE)


PROPOSED GROUND ATALIGNMENT (CONTROL LINE)

EX O/H UTILITIES

EX 2

50m

m P

VC S

TM

EX S

TM M

H (

TO B

E REM

OVE)

SAN105

SAN106

EXISTING STORM MH


SAN102

SAN103

EX 200mm SAN (TO BE AB)

REMOVE LID, UPPER BARREL FRAMEAND COVER, AND FILL EXISTING MH.PERMANENTLY CAP/PLUG EXISTING SANITARY

0.59m

200mm WAT

200mm WAT

EX S

SAN

MH

(TO

BE

REM

OVE)

(TO BE REMOVED)

1.75m

STM

MH

1


415

416

417

418

419

420

421

415

416

417

418

419

420

42111+000 11+020 11+040 11+056

11+000 11+020 11+040 11+056

48.6m

- 200

mm AC SAN @ 6.

8%

20.4m

- 200

mmØ PVC SAN @

6.8%

200mmØ SE INV. IN = 416.04 200mmØ NE INV. OUT= 416.02

1050mmØ MH

L O

T 2

P L

A N

2

0241

4012

PLE

ASAN

T VALL

EY R

D40

10 P

LEASAN

T VALL

EY R

D

1609

40

AVE

P L

A N

2

5657

L O

T 1

0

3916

17

ST

P L

A N

2

5657

L O

T 9

X

XX

X

XX

XX

XX

X

XX

X

XX

XX

XX

E E EE E E E

TTTTT

TT

PLO

TTED

: 20

15-0

3-10

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PM

USER

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exc

CTB

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eacl

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tbLA

YOU

T: C

307

FILE

: z:

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1682

.1 -

pv

road

reh

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tatio

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th a

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st a

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\168

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XREF

S:

1682

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g 16

82-1

-PLN

M-E

.dw

g 16

82-1

-DSG

N-N

.dw

g 16

82-1

-UTI

L-E.

dwg

IMAG

ES:

2015-01

AJC

AJC

BMFROM STA: 11+000 TO STA: 11+056

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


18

C307

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

SCALE: 1:25

NOTES:








EXISTING GROUND

PROPOSED GROUND

EX 200mm AC SAN

REPLACE 20m OF 200mm AC SANWITH 200mm PVC SAN

CONFIRM LOCATIONAND TIE TO EXISTING

EX 250mm AC STM

EX 250mm WATEX 60mm GAS

EX U/G UTILITIES

200mm PVC SAN

REMOVE AND REPLACE EXISTING MHWITH NEW 1050mm MH

SAN108

EX 25

0mm W

AT

EX 1

00m

m T

RAN

S W

AT

EX 6

0mm

GAS

EX O

/H U

TILI

TIES

EX 3

75m

m C

ON

C S

TM

200m

m P

VC W

AT

200m

m P

VC S

AN

PROPOSED 200mmWATERMAIN

EX U

/G U

TILI

TIES

TIE TO EXISTING

EX 250mm AC STM

REMOVE EXISTING VALVEAND INSTALL:

1 - 200H x 200H x 200H - TEE2 - 200 HxH - G.V.

250 x 200 - REDUCERc/w THRUST BLOCKS

TIE IN EXISTING 250mm WATERMAIN


EX S

TM M

H

1


L O T A

P L A N KAS34411


L O T 12

P L A N KAS 17420


L O T 1

P L A N KAS6837


P L A N KAS6837


L O T 12

P L A N KAS 17420



P L A N KAP1824

L O T 2


P L A N KAP3887

L O T 1


P L A N KAP3887

L O T 2


P L A N KAP3336

L O T 4


P L A N KAP26774

L O T 1

XXXXXX

XX

XX

X

XX

XX

X X X X

X

X

X

X

X

XX

X

X

X

X

X

XXXXXX

XX

XX

X

XX

XX

X X X X

X

X

X

X

X

XX

X

X

X

X

X

411

412

413

414

415

416

417

411

412

413

414

415

416

4171+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+150

1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+150

68.9m - 250mm PVC STM @ 2.0%

15.8m - 250mm PVC STM @ 5.0%

375mmØ E INV. IN = 412.62375mmØ SW INV. OUT= 412.12

TO BE REMOVED EX 200mm PVC SAN

250mmØ NE INV. IN = 412.19375mmØ E INV. IN = 412.22

375mmØ SW INV. OUT= 412.161050mmØ MH

STM100

10.1m - 375mm PVC STM @ 2.0%

250m

mØ

SW

IN

V.

OU

T= 4

14.3

910

50m

mØ

MH

250m

mØ

NE

INV.

IN =

413

.02

250m

mØ

SW

IN

V.

OU

T= 4

12.9

9

1050

mm

Ø M

H

STA: 1+021.97INV: 411.95

TIE TO EXISTING

EX STM001

STA

: 1+

030.

34O

FFSET

: 3.

46RIM

: 41

4.48

N:

5570

958.

90E:

338

903.

32

PLO

TTED

: 20

15-0

3-10

- 2

:59

PM

USER

: al

exc

CTB

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eacl

-ful

lbla

ck.c

tbLA

YOU

T: C

400

FILE

: z:

\mea

cl p

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1682

.1 -

pv

road

reh

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XREF

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-PLN

M-E

.dw

g 16

82-1

-DSG

N-N

.dw

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82-1

-UTI

L-E.

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IMAG

ES:

2015-01

AJC

AJC

BM

PV STORM - PLAN AND PROFILE


Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


19

C400

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

SCALE: 1:25

NOTES:

1. CONTRACTOR RESPONSIBLE FOR ENSURINGOPERATION OF EXISTING SANITARY AND STORMDURING CONSTRUCTION.

2. CONTRACTOR TO SUBMIT WORK PLAN TO ENGINEERMINIMUM OF 7 DAYS PRIOR TO TE-INS OR REMOVALOF EXISTING.REMOVE EXISTING CB

CB-CGRATE = 414.70CONNECT TO MH STM101

250mm PVC STM

EX 200mm PVC SAN

REMOVE EXISTINGCB AND LEAD

STM101 STM102

CB-DGRATE = 416.12CONNECT TO MH STM102

EX 200mm CI WATEX 60mm GAS

EX 200mm VCT SAN

EX 350mm AC STM

EX 200mm IC WAT

EX 60mm GAS

EX O/H UTILITIES

EX 200mm

PVC SAN

375mm

PVC STM

150mm

PVC WAT



CB-AGRATE = 414.14

CONNECT TO MH STM100

EX STM001

STM100

250mm PVC STM

375mm PVC STM

TIE TO EXISTING STORM

CB-DDGRATE = 416.00CONNECT TO MH STM101


EX 60mm GAS

CONFIRM LOCATIONTIE TO EXISTING

REMOVE EXISTING CB AND LEAD

CB-BGRATE = 414.73CONNECT TO MH STM101

EX S

AN

MH

SAN

MH

REMOVE AND REPLACE EXISTING MHWITH NEW 1050mm MH

EX 200mm VCT SANEX 375mm AC STMEX 200mm CI WAT

EX 200mm CI WAT

1


E

E

E

E

E

E

E

P L A N KAS 1085


L O T 3

P L A N 47102


L O T 1

P L A N KAS 1025



P L A N 9465L O T 2

2001 39 AVE

P L A N 9465

L O T 1

L O T 1

P L A N KAS 16666

2100 39TH AVENUE


P L A N KAP1824

L O T 1


P L A N KAP1824

L O T 2

X

X

X

X

X

X

X

X

X

XX

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

XXXXXX

X

X

X

X

X

X

XX

XX

X

XX

X X X X X

X

X

XX

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

XXXXXX

X

X

X

X

X

X

XX

XX

X

XX

X X X X X

X

X

XX

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

LS

PLO

TTED

: 20

15-0

3-10

- 2

:59

PM

USER

: al

exc

CTB

: _m

eacl

-ful

lbla

ck.c

tbLA

YOU

T: C

401

FILE

: z:

\mea

cl p

roje

cts\

1682

.1 -

pv

road

reh

abili

tatio

n 39

th a

ve t

o 41

st a

ve\d

wg\

_cur

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\168

2-1-

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XREF

S:

1682

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82-1

-PLN

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.dw

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82-1

-DSG

N-N

.dw

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82-1

-UTI

L-E.

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IMAG

ES:

2015-01

AJC

AJC

BM

PV AND 39 AVE STORM AND SANITARY- PLAN

----

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


20

C401

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

SCALE: 1:25

NOTES:


2. CONTRACTOR TO SUBMIT WORK PLAN TO ENGINEERMINIMUM OF 7 DAYS PRIOR TO TE-INS OR REMOVALOF EXISTING.

EX 200mm CONC SAN

CB-EGRATE = 418.48


CB-FGRATE = 417.12CONNECT TO MH STM104

CB-GGRATE = 417.58CONNECT TO MH STM104

EX 200mm CI WAT

EX O/H UTILITIES

EX 300mm

TRANS WAT

EX 200mm

CONC. SAN

EX 375mm

CONC. STM

EX 200mm

WAT

EX 300mm

TRANS WAT

EX 200mm

CONC. SANEX 400m

m STM

EX 200mm

WAT

EX O/H UTILITIES

EX 60mm GASEX 200mm CI WAT

STM104

PROPOSED 1200mm BUILD-ON MH

REMOVE EXISTING CBAND CAP LEAD


REPLACE ~3.5m OF SANITARY PIPEBETWEEN 18.5m AND 22m DOWNSTREAMFROM EXISTING SANITARY MH EX SAN020c/w PVC COUPLERS AND ASPHALT RESTORATION.

EX 300mm

TRANS WAT

EX 200mm

CONC. SAN

EX 200mm

CONC. STM

EX 200mm

WAT

EX 60mm

GAS

EX SAN020

EX 450mm

CON

C. STM

1


EE

EE

T

T

T

1601 40 AVE

L O T 4

P L A N 20241


1514 40 AVE

P L A N 25657

L O T 15

1513 40 AVE

P L A N 25657

L O T 16

1511 40 AVE

P L A N 40173

L O T A

L O T 5

P L A N 20241


L O T 3

P L A N 20241


L O T 2

P L A N 20241


L O T 1

P L A N 20241


1603 40 AVE1605 40 AVE

P L A N 25657

1607 40 AVE

P L A N 25657

1609 40 AVE

P L A N 25657

3916 17 ST

P L A N 25657

X

X

X

X

X

X

X

X

XX

XX

XX

X

X

X

XXXX

X

X

X

X

X

XX

X

X

X

X

X

X X X X

X X

X

X

X

X

X X

X

X

X

XX

XX

X

X

X

X X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

XX

XX

X

X

X

XXXX

X

X

X

X

X

XX

X

X

X

X

X

X X X X

X X

X

X

X

X

X X

X

X

X

XX

XX

X

X

X

X X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

414

415

416

417

418

419

420

414

415

416

417

418

419

4201+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+710

1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+710

EX 250mm AC SAN

EX 375mm CONC. STM

EX 525mm CONC. STM

EX 300mm STEEL STM

EX 300mm STEEL STM

EX STM007

STA

: 1+

587.

06O

FFSET

: 2.

21RIM

: 41

7.88

N:

5571

301.

92E:

339

315.

80

375m

mØ

SE

INV.

IN =

416

.39

375m

mØ

NE

INV.

OU

T= 4

16.2

5

300mmØ NE INV. IN = 416.37

375m

mØ

SW

IN

V.

IN =

415

.59

525m

mØ

NE

INV.

OU

T= 4

15.5

7

525m

mØ

SW

IN

V.

IN =

415

.24

525m

mØ

NE

INV.

OU

T= 4

15.2

4

525mmØ SW INV. IN = 414.93250mmØ E INV. IN = 415.09

525mmØ NW INV. OUT= 415.03

STM107

STA

: 1+

586.

15O

FFSET

: -1

.26

RIM

: 41

7.90

N:

5571

304.

54E:

339

313.

3537

5mm

Ø S

W I

NV.

IN =

416

.10

375m

mØ

NE

INV.

OU

T= 4

16.1

0

1050

mm

Ø M

H

200mm PVC SAN

PLO

TTED

: 20

15-0

3-10

- 2

:59

PM

USER

: al

exc

CTB

: _m

eacl

-ful

lbla

ck.c

tbLA

YOU

T: C

402

FILE

: z:

\mea

cl p

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1682

.1 -

pv

road

reh

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o 41

st a

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_cur

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\168

2-1-

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m-c

400.

dwg

XREF

S:

1682

-1-L

EGL-

E.dw

g 16

82-1

-PLN

M-E

.dw

g 16

82-1

-DSG

N-N

.dw

g 16

82-1

-UTI

L-E.

dwg

IMAG

ES:

2015-01

AJC

AJC

BM

PV STORM - PLAN AND PROFILE


Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


21

C402

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB




26

SCALE: 1:25

NOTES:



REMOVE LID, UPPER BARRELFRAME AND COVER,

AND FILL EXISTING MH.PERMANENTLY CAP/PLUG

EXISTING STORM

REMOVE EXISTING CB AND LEADINSTALLCB-MSIDE INLETGRATE = 417.77CONNECT TO MH STM107

CB-LSIDE INLETGRATE = 417.73CONNECT TO MH STM107

REMOVE EXISTING CBAND CAP LEAD, PLUGCB LEAD INLET AT MH

200mm PVC SAN

EX O/H UTILITIES

200mm PVC WATEX 60mm GAS

EX 100mm CI WAT

EX 375mm CONC. STM

EX 300mm STEEL STM (TO BE ABANDONED)

EX 525mm CONC. STMEX 250mm AC SAN

EX 300mm STEEL STM (TO BE ABANDONED)

EX 525mm CONC. STM

EX O/H UTILITIES

EX 60mm GAS

EX 100mm CI WAT

200mm PVC WAT

CB-OSIDE INLETGRATE = 418.20CONNECT TO EX STORM009

CB-NSIDE INLETGRATE = 418.15CONNECT TO EX STM009

CAP EXISTING STORMAND REMOVE 9.5mOF BROKEN PIPE

REMOVE LID, UPPER BARRELFRAME AND COVER,AND FILL EXISTING MH.PERMANENTLY CAP/PLUGEXISTING STORM

EX U

/H U

TILI

TIES

200m

m P

VC S

AN

EX 2

50m

m S

TMEX

250

mm

WTM

EX 200mm

AC SANEX 525m

m CO

NC. STM

EX 150mm

WAT

EX 300mm STORM TOBE ABANDONED

EX STM006

EX STM007

EX STM008

EX STM009

EX STM010

EX STM011

EX STM012

200mm PVC WAT

200mm PVC WAT

EX 100mm CI WAT

EX S

AN

MH

EX S

AN

MH EX

SAN

MH


STM107

1


409

410

411

412

413

414

415

416

417

409

410

411

412

413

414

415

416

4173+000 3+020 3+040 3+050

3+000 3+020 3+040 3+050

14.7

m -

250m

m P

VC S

TM @

15.

0%

200m

m P

VC S

AN

200m

mØ

SE

INV.

IN =

413

.93

250m

mØ

N I

NV.

OU

T= 4

13.1

7

1050

mm

Ø M

H

200mm PVC SAN

L O T

B

P L

A N

KAS

103

1

3909

19

STRE

ET

3916

PLE

ASAN

T VA

LLEY

RD

4001

PLE

ASAN

T VA

LLEY

RD

P L

A N

193

14

L O T

4

3903

PLE

ASAN

T VA

LLEY

RD

P L

A N

946

5

L O T

2

X

X

X

X

X

X

X

X

X

X

X

X

LS

413

414

415

416

417

418

419

420

421

413

414

415

416

417

418

419

420

42120+000 20+020 20+040

20+000 20+020 20+040

64.3m

- 25

0mm AC STM

@ 7.

3%

250m

mØ

N I

NV.

OU

T= 4

15.4

910

50m

mØ

MH

200mm PVC SAN

EX 200mm PVC SAN

10.1m - 250mm AC STM @ 3.3%

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FILE

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.1 -

pv

road

reh

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dwg

XREF

S:

1682

-1-L

EGL-

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g 16

82-1

-PLN

M-E

.dw

g 16

82-1

-DSG

N-N

.dw

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82-1

-UTI

L-E.

dwg

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19 ST AND 20 ST STORM - PLAN AND PROFILE

-

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


22

C403

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB




26

SCALE: 1:25

NOTES:



CB-IGRATE = 415.00


CB-JGRATE = 415.45


CB-HGRATE = 417.11


200mm PVC SAN

EX 200mm SAN

EX 200mm AC STM

EX 200mm TRANS WAT

200mm

PVC WAT

EX 100mm

TRANS WAT

EX 60mm

GAS

EX O/H UTILITIES

200mm PVC SAN

200mm PVC SAN

EX 250mm PVC STMEX 250mm PVC STM

EX 200mm PVC SAN

EX 2

00m

m P

VC S

AN

EX 2

50m

m P

VC S

TM 200mm

PVC WAT

EX 100mm

TRANS WAT

EX 60mm

GAS

EX O/H UTILITIES



STM105

STM106

REMOVE EXISTING CBCB-K

GRATE = 415.50CONNECT TO MH STM106


SAN

MH

SAN

MH

SAN

MH

EX S

TM M

H (

TO B

E ABAN

DO

NED

)

SAN

MH

REMOVE AND REPLACESTORM MH WITH NEW

1050mm MH

REMOVE LID, UPPER BARRELFRAME AND COVER,AND FILL EXISTING MH.PERMANENTLY CAP/PLUGEXISTING STORM

EXISTING STORM TO BEABANDONED

EX STM004

EX S

AN

MH

(TO

BE

ABAN

DO

NED

)

EXISTING SAN TO BEABANDONED

REMOVE EXISTING CBAND CAP LEAD

WATERMAIN CROSSING

WATERMAIN CROSSING

1


L O T

1

P L

A N

KAS

6837

3604

PLE

ASAN

T VA

LLEY

RD

3603

PLE

ASAN

T VA

LLEY

RD

P L

A N

KAP

3336

L O T

4

412

413

414

415

416

417

418

412

413

414

415

416

417

41837+000 37+020 37+040 37+060

37+000 37+020 37+040 37+060

85.2

m - 37

5mm

AC S

TM @

9.5

%

375mmØ E INV. IN = 412.62375mmØ SW INV. OUT= 412.12

EX 200mm PV

C SAN

19.5

m -

375m

m PV

C ST

M @ 1

2.4%

STA

: 37

+03

2.83

INV:

414.

63TI

E TO

EXIS

TIN

G

250mmØ NE INV. IN = 412.19375mmØ E INV. IN = 412.22

375mmØ SW INV. OUT= 412.161050mmØ MH

STM100

PVI STA = 37+018.51PVI ELEV = 414.767

LOW PT = 37+012.01A.D. = 0.06K = 2.14

BVCS:

37+

012.

01BVCE:

414

.539

EVCS:

37+

025.

01EV

CE:

415

.391

13.00m VC

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FILE

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1682

.1 -

pv

road

reh

abili

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th a

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st a

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XREF

S:

1682

-1-L

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82-1

-PLN

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82-1

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N-N

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37 AVE STORM - PLAN AND PROFILE

FROM STA: 37+000 TO STA: 37+060

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


23

C404

15-16-ENG

Seal


H:1:250V:1:25

5

SCALE: 1:250

0 10 15 25m20



- TOP OF BANK

- DITCH

- TREELINE- HEDGE

- TREE- CEDAR SHRUB




- HEADWALL



- MANHOLE



- BLOW-OFF


- PROPERTY PIN


- WATER


- GAS- HYDRO/TEL


- HUB


26

SCALE: 1:25

NOTES:



EX 350mm AC STM

STM101

375mm PVC STM

EX 10

0mm TR

ANS

WAT

EX 100mm TRANS WAT150mm PVC WAT

EX 200mm PVC SAN

EX 2

00m

m P

VC S

AN

EX 2

00m

m P

VC S

ANEX

350

mm

AC

STM

EX 2

00m

m IC

WAT

EX 6

0mm

GAS

EX O

/H U

TILI

TIES

EX STM001

EX O/H UTILITIES

250m

m P

VC S

TM

TIE TO EXISTING 350mm STM

REMOVE EXISTING CB AND LEADCB-AGRATE = 414.14CONNECT TO MH STM100


STM100

EXISTING MH TO BE REMOVEDAND EXISTING STORM TO BECAPPED


REMOVE EXISTINGCB AND LEAD

CONFIRM LOCATIONTIE TO EXISTING

CB-BGRATE = 414.73CONNECT TO MH STM101

200mm PVC SAN

200mm PVC SAN

1


1. REMOVE EXISTING ASPHALTAND COMMON EXCAVATION TO650mm BELOW FINISHED ASPHALT.

2. ROAD STRUCTURE:-100mm ASPHALT (CoV SURFACE COURSE; 2-50mm LIFTS)-100mm BASE (25mm MINUS CRUSHED)-450mm SUB-BASE (75mm MINUS CRUSHED)

3.5:1

3.5:1

1.50mBIKE LANE

1.50mSIDEWALK

1.50mSHOULDER

0.30m

PROPOSEDUPRIGHT CURB

RE-GRADE FROM BACK OF PROPOSEDCURB TO EXISTING SIDEWALK

STM

3.00m

IMPORT GRANULAR FILL150mm MINUS

PRO

POSED

WH

ITE

LIN

E

PRO

POSED

WH

ITE

LIN

E

PRO

POSED

YELL

OW

LIN

E

PROPOSEDUPRIGHT CURB VARIES

PRO

PERTY

LIN

E

EX S

AN

EX S/W

3.50m (THROUGH CURVES)3.3 (ELSEWHERE)


200m

m W

AT

PRO

PERTY

LIN

E


2. ROAD STRUCTURE:-100mm ASPHALT (CoV SURFACE COURSE; 2-50mm LIFTS)-100mm BASE (25mm MINUS CRUSHED)-450mm SUB-BASE (75mm MINUS CRUSHED)-TENSAR BX 1100 GEOGRID


2:1

2:1

2:1

2:1

1.50mBIKE LANE

1.50mSIDEWALK

1.50mSHOULDER

0.30m


100mm CONCRETE SIDEWALK100mm BASE (25mm MINUS CRUSHED)

3.00m

PRO

POSED

WH

ITE

LIN

E

PRO

POSED

WH

ITE

LIN

E

PRO

POSED

YELL

OW

LIN

E


EXTEND GEOGRID 0.50mBEYOND SIDEWALK ONEAST SIDE OF ROAD

EXTEND GEOGRID 1.00mBEYOND CURB ON

WEST SIDE OF ROAD

EX S

AN

PRO

PERTY

LIN

E



COMMON EXCAVATIONON-SITE REUSE(AS APPROVED BY ENGINEER)

COMMON EXCAVATIONON-SITE REUSE

(AS APPROVED BY ENGINEER)

200m

m W

AT

PRO

PERTY

LIN

E


2. ROAD STRUCTURE:-100mm ASPHALT (CoV SURFACE COURSE; 2-50mm LIFTS)-100mm BASE (25mm MINUS CRUSHED)-450mm SUB-BASE (75mm MINUS CRUSHED)


2:12:1

2:1

2:1

1.50mBIKE LANE

1.50mSIDEWALK

1.50mSHOULDER

0.30m


100mm CONCRETE SIDEWALK100mm BASE (25mm MINUS CRUSHED)

EX S

TM

1.50m (M

IN.)

3.00m

PRO

POSED

WH

ITE

LIN

E

PRO

POSED

WH

ITE

LIN

E

PRO

POSED

YELL

OW

LIN

E


EX S

TM

COMMON EXCAVATIONON-SITE REUSE

(AS APPROVED BY ENGINEER)

EX S

AN

PRO

PERTY

LIN

E



PRO

PERTY

LIN

E

2:1

100mm CONCRETE SIDEWALKc/w 100mm BASE (25mm MINUS CRUSHED)

PROPOSED BENCH LOCK-BLOCK WALLFROM STA: 1+759.52 TO STA: 1+801.52c/w 100mm BASE (25mm MINUS CRUSHED)


1.50mSIDEWALK

100mm

FILL BEHIND WALLWITH NATIVE BACKFILL

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DETAILS

TYPICAL SECTIONS

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


24 26

C500

15-16-ENG

Seal


AS SHOWN CITY OF VERNON 1682


SCALE:C200

A FULL ROAD RECONSTRUCTION N.T.S.

SECTION A-A - PV RD ~1+020 TO ~1+203

SCALE:C202

B FULL ROAD RECONSTRUCTION N.T.S.


SCALE:C204

C FULL ROAD RECONSTRUCTION N.T.S.


SCALE:C201

1 WALL SECTION - STA: 1+260 TO STA: 1+323N.T.S.


1


2015-01

AJC

AJC

BM

TRAFFIC REFERENCE PLAN

PHASE 1

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked

25 26

C600

15-16-ENG

Seal


1:30001682

CLASS 3 BARRICADE c/wTYPE A YELLOW FLASHERS, TYPICAL

(3 REQUIRED)

LEGEND:

C-5

37th Ave. to 41th Ave.

Under Construction

0.9x0.6 BLACK ON ORANGE

(Date) to (Date)

C-5R

C-5L

R-12T

CLASS 3 BARRICADE c/w R-12T, SEE DETAIL THIS SHEET

INFO

WORK ZONE


PLO

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LA

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: C

600

FILE

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eacl projects\1682.1 - pv road rehabilitation 39th ave to 41st ave\dw

g\_current\1682.1-c-tm

p-c600.dw

g

XR

EF

S: 1682-1-LE

GL-E

.dw

g

IM

AG

ES

: C

-5.jpg C

-5L.jpg C

-5R

.jpg P

-1L.G

IF

P

-1R

.G

IF

R

-12T

.gif


(1 REQUIRED)

R-12T

P-1R

P-1L

CONTRACTOR TO CONFIRM DATES

20th St. to 41st Ave.

Under Construction


(Date) to (Date)

INFO-2


BUSINESSES ARE OPEN

DURING CONSTRUCTION

AND APPRECIATE YOUR

CONTINUED SUPPORT


CITY OF VERNON

NOTES:

1. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THISDRAWING AND M.O.T. "TRAFFIC CONTROL MANUAL FOR WORK ON ROADWAYS." (LOCATIONSSHOWN ARE SCHEMATIC ONLY, FINAL LOCATION TO BE CONFIRMED IN FIELD).

2. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL SIGNAGE AND TRAFFIC CONTROLPERSON (TCP's) IN ACCORDANCE WITH THIS DRAWING AND M.O.T. "TRAFFIC CONTROLMANUAL FOR WORK ON ROADWAYS." FOR WORKS WITHIN CONSTRUCTION AREA.

3. CONTRACTOR TO MAINTAIN ACCESS FOR LOCAL RESIDENTS AT ALL TIMES.

CLASS 3 BARRICADES (3 REQUIRED)c/w 1 R-12T (CLOSURE AT 20 INTERSECTION ONLY)

CLASS 3 BARRICADES (1 REQUIRED)c/w R-12T

INFOC-5

INFO

INFO

INFO

C-5R INFO

INFO

C-5R

INFO

C-5R



C-5L

INFO-2

C-5

INFO

C-5R

DETOUR ROUTE

DETOUR ROUTE


1


2015-01

AJC

AJC

BM

TRAFFIC REFERENCE PLAN

PHASE 2

Project No.

City File No.

Sheet No.

Drawing No. Rev.

OF

Scale

Date

Designed

Drawn

Checked


26 26

C601

15-16-ENG

Seal


1:3000 CITY OF VERNON 1682


(3 REQUIRED)

LEGEND:

C-5


Under Construction


(Date) to (Date)

C-5R

C-5L

R-12T

CLASS 3 BARRICADE C/W R-12T, SEE DETAIL THIS SHEET

INFO

WORK ZONE


PLO

TT

ED

: 2015-03-10 - 3:01 P

M

US

ER

: alexc

CT

B: _m

eacl-fullblack.ctb

LA

YO

UT

: C

601

FILE

: z:\m

eacl projects\1682.1 - pv road rehabilitation 39th ave to 41st ave\dw

g\_current\1682.1-c-tm

p-c600.dw

g

XR

EF

S: 1682-1-LE

GL-E

.dw

g

IM

AG

ES

: C

-5.jpg C

-5L.jpg C

-5R

.jpg P

-1L.G

IF

P

-1R

.G

IF

R

-12T

.gif



Under Construction


(Date) to (Date)

INFO-2



(1 REQUIRED)

R-12T

BUSINESSES ARE OPEN

DURING CONSTRUCTION

AND APPRECIATE YOUR

CONTINUED SUPPORT

NOTES:

1. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THISDRAWING AND M.O.T. "TRAFFIC CONTROL MANUAL FOR WORK ON ROADWAYS." (LOCATIONSSHOWN ARE SCHEMATIC ONLY, FINAL LOCATION TO BE CONFIRMED IN FIELD).

2. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL SIGNAGE AND TRAFFIC CONTROLPERSON (TCP's) IN ACCORDANCE WITH THIS DRAWING AND M.O.T. "TRAFFIC CONTROLMANUAL FOR WORK ON ROADWAYS." FOR WORKS WITHIN CONSTRUCTION AREA.

3. CONTRACTOR TO MAINTAIN ACCESS FOR LOCAL RESIDENTS AT ALL TIMES.



CLASS 3 BARRICADES (1 REQUIRED) c/w R-12T(CLOSURE AT 39 INTERSECTION ONLY)


C-5

L

INFO


C-5



C-5L

INFO

INFO

INFO

C-5R INFO

INFO

C-5R

INFO

C-5R

DETOUR ROUTE

DETOUR ROUTE


P-1R

P-1L

P-1R

P-1R

P-1R

P-1L

P-1L

C-5R

1


pleasant valley road rehabilitation 37 … · drawing index project no. city file no. sheet no. ......

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