emerald drive utility improvements ruby crescent to ...€¦ · emerald dr uplands dr ruby cres...

525Ø

CONC

43372

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2

GENERAL NOTES:

1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH CITY OF NANAIMO (CoN) MANUAL OF ENGINEERING STANDARDS AND SPECIFICATIONS (MOESS).

2. ALL LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND SHOULD BE CONFIRMED BY USE OF A PIPE LOCATOR AND MANUALDIGGING. ALL OR ANY STRUCTURES NOT NECESSARILY SHOWN.

3. COORDINATES ARE GROUND LEVEL (UTM NAD 83 WITH COMBINED SCALE FACTOR OF 1/0.99965) AND ALL ELEVATIONS ARE TO GEODETIC DATUM.

4. ANY ALTERNATIVES TO SPECIFIED MATERIALS OR APPURTENANCES TO BE APPROVED BY THE CoN ENGINEER PRIOR TO CONSTRUCTION.

5. ALL NON-TRAVELLED AREAS TO BE LEFT 100mm BELOW FINISHED GRADE. LANDSCAPING AND RESTORATION TO BE COMPLETED BY OTHERS.

6. THE LOCATIONS OF EXISTING SERVICES ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. EXISTING

AND PROPOSED SERVICES MAY REQUIRE ADJUSTMENT WHERE A CONFLICT OCCURS. THE ENGINEER SHALL BE NOTIFIED OF ANY CONFLICT.

7. TRENCHING DETAIL TO BE AS CITY OF NANAIMO STANDARD DWG T-1. TRAVELED AREA BACKFILL TO BE IMPORTED GRANULAR MATERIAL COMPACTED TO MINIMUM

95% MODIFIED PROCTOR, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

8. ASPHALT RESTORATION TO BE AS CITY OF NANAIMO STANDARD DWG T-4 OR T-4A PERMANENT PAVEMENT RESTORATION.

9. ALL SEWERS SHALL BE VIDEO INSPECTED AT CROSSINGS, AND WHERE NEW WORKS ARECONSTRUCTED OVER TOP, VIDEOS SUBMITTED TO CoN PUBLIC WORKSTWO WEEKS PRIOR TO ANY FINAL SURFACE RESTORATION.

10. ALL VALVES TO BE ABANDONED SHALL BE CLOSED, NELSON BOXES REMOVED, RISERS FILLED WITH PEA GRAVEL, AND SURFACE RESTORED WHERE APPLICABLE.

11. FOR ENVIRONMENTAL ASSESSMENT SEE EMERALD DRIVE SEWER IMPROVEMENT PROJECT REPORT, ENVIRONMENTAL DYNAMICS INC. (2017)

SANITARY SEWER NOTES:

1. ALL MAINS SHALL HAVE A MINIMUM 1.5m OF COVER IN ROAD RIGHT-OF-WAYS AND 1.0m IN UNTRAVELED AREAS, UNLESS APPROVED BY ENGINEER.

2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SERVICE TO EXISTING USERS DURING CONSTRUCTION THROUGH BYPASS PUMPING. THE CONTRACTOR IS TO

PROVIDE A BYPASS PUMPING PLAN FOR REVIEW AND APPROVAL BY THE CITY PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ENSURE THAT THE

PUMPING EQUIPMENT IS SECURE AND KEPT IN GOOD WORKING CONDITION DURING THE PROJECT.

3. ALL ASBESTOS CEMENT PIPING ENCOUNTERED WITHIN THE TRENCHLINE SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH WORKSAFE BC AND CITY

OF NANAIMO REQUIREMENTS.

4. ALL PIPING AND RELATED APPURTENANCES TO BE INSPECTED PRIOR TO BACKFILLING OF THE TRENCH.

5. THE CONTRACTOR IS TO FLUSH AND PROVIDE TO THE CITY OF NANAIMO CCTV INSPECTION OF ALL MAINS PRIOR TO ASPHALT RESTORATION.

6. INSTALLATION OF THE SANITARY SEWER WORKS SHALL BE CONDUCTED IN ISOLATION OF FLOWING WATER AND DURING THE REDUCED RISK TIMING WINDOW

FROM JULY 15TH TO SEPTEMBER 15TH.

WATERMAIN NOTES:

1. MINIMUM COVER OVER WATERMAIN TO BE 1.20 METERS, UNLESS SHOWN OTHERWISE.

2. EXISTING PIPE TO BE ABANDONED IN PLACE ONCE EXISTING WATERMAIN IS DECOMMISSIONED OR AS APPROVED BY THE ENGINEER.

3. ALL WATERMAIN JOINTS WITHIN 3.0m HORIZONTAL OR 0.45m VERTICAL OF SANITARY OR STORM DRAIN MAINS TO BE PROTECTED BY SHRINK WRAP OR

PETROLATUM TAPE.

4. WATERMAIN WORKING PRESSURE IS 620 kPa (90 PSI) AND WATERMAIN TEST PRESSURE IS 1035 kPa (150 PSI).

5. PRESSURE TESTS, CHLORINATION AND BACTERIOLOGICAL TESTING TO CITY OF NANAIMO STANDARD SPECIFICATIONS.

6. MAXIMUM JOINT DEFLECTION TO BE 1°.

7. EXISTING PIPE TO BE ABANDONED IN PLACE. ALL ASBESTOS CEMENT PIPING ENCOUNTERED WITHIN THE TRENCHLINE SHALL BE REMOVED AND DISPOSED OF IN

ACCORDANCE WITH WORKSAFE BC AND CITY OF NANAIMO REQUIREMENTS.

8. A FULL LENGTH SECTION OF WATERMAIN PIPE IS TO BE INSTALLED DIRECTLY ADJACENT TO ALL FITTINGS WHERE POSSIBLE.

9. PROJECT LOCATED WITHIN PRESSURE ZONE 20 (HGL 185m).

10. ALL NEW WATER SERVICES ARE TO BE 25mm Ø CTS POLYETHYLENE TO AWWA C901 (MIN. INTERNAL DIAMETER = 22mm). PRESSURE CLASS 200 TUBING CERTIFIED

TO CSA B137.1 UNLESS OTHERWISE NOTED.

11. ALL SERVICES INSTALLED TO A COMMON PROPERTY LINE ARE TO BE PLACED IN COMMON TRENCH TO MINIMIZE SURFACE RESTORATION.

12. TRACER WIRE (14 GAUGE, BLUE IN COLOUR) SUITABLE FOR DIRECT BURY TO BE INSTALLED AS A CONTINUOUS LENGTH ALONG THE CENTRELINE OF THE SERVICE

PIPE, AFFIXED TO THE TOP OF THE PIPE AT 1.0m INTERVALS. RUN WIRE FROM CORPORATION STOP TO METER BOX & COIL NEATLY AT TERMINAL POINTS WITH

600mm SURPLUS LENGTHS. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS.

13. ANY METER AND SERVICE BOX LOCATED ON PRIVATE PROPERTY IS TO BE RELOCATED TO CITY PROPERTY AT THE PROPERTY LINE AS PER CITY OF NANAIMO

SPECIFICATIONS UNLESS NOTED OTHERWISE.

14. ALL NEW METERS ARE TO BE INSTALLED AT THE REQUIRED DEPTH OF 450mm AS PER CITY OF NANAIMO SPECIFICATIONS.

15. ANY SERVICE PIPING ON PRIVATE PROPERTY, BETWEEN THE NEW SERVICE BOX LOCATION AND THE PREVIOUS BOX LOCATION (TIE-IN ON PRIVATE PROPERTY) IS

TO BE 19mm TYPE K COPPER.

CoN DWG No. 22736

Eng File No. 5220.01.C2272

IH WATER SUPPLY SYSTEM CONSTRUCTION PERMIT W-CN-3059

Drawn by

Approved by

Checked by

Design by

CITY OF NANAIMOT H E H A R B O U R C I T Y

Date

Seal

I S S U E D F O R

T E N D E R

Reference data

DateNo. By Revisions Eng.

2017.01.041 RS ISSUED FOR PEER/PRELIMINARY REVIEW -

79H5476 EMERALD & UPLANDS

EL: 122.641

79H9162 EMERALD & RUBY CRES

EL: 123.604

79H5499 3348 UPLANDS

EL: 134.37

-

2017.01.05

2017.01.04

2017.01.04

C.LANG

K.NOBLE

R.SHEARER

C.LANG

KEY PLAN

1:2000

LOCATION PLAN

2017.06.082 RS ISSUED FOR 50% DESIGN REVIEW -

PROJECT LOCATION

79H916279H5476

79H5499

S

H

E

E

T

3

SHEET 4

EMERALD DRIVE UTILITY IMPROVEMENTSRUBY CRESCENT TO UPLANDS DRIVE

2017.10.173 RS ISSUED FOR 95% DESIGN REVIEW CL

SHEET No. CoN DWG No. SHEET TITLE

1 22736COVER SHEET, KEY PLAN AND LOCATION

2 22737 SANITARY PLAN AND PROFILE STATION 0+000 - 0+040

3 22738 WATERMAIN PLAN AND PROFILE STATION 0+000 - 0+070

4 22739 WATERMAIN PLAN AND PROFILE STATION 0+070 - 0+140

2019.03.154 RN ISSUED FOR 100% DESIGN REVIEW CL

2019.03.215 RN CLISSUED FOR TENDER

525Ø

CO

NC

W

C

X

X

X

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X

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OIP

OIP

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WMWM

SIC

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36m OF 250Ø PVC DR 35 SS @ 3.5%

X

30.3m OF 100Ø PVC DR 28 SS @ 5.4%

119

120

121

122

123

124

125

126

127

128

119

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0

0+

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0

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5

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0

DEPTH 1.38m

DEPTH 1.50m

DEPTH 1.86m

DEPTH 1.66m

E 1

21.0

8S

W 1

21.2

10+

039

75

0∅

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STM

IN

V=

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60m @ 8.37%

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CAP EXISTING SEWER WITHCONCRETE

FILL BARREL WITH DRAIN ROCK

REMOVE RISER OR BREAK MANHOLETO MIN 0.5m OF EXISTING GROUND

GEO-FABRIC TO BE INSTALLED MIN.1.0M PAST EXISTING CONCRETEMANHOLE

RESTORE SURFACE AS PER CON STD9.06.1 "COLLECTOR" FOR TRAVELLEDAREAS. IMPORT GRANULAR TO SURFACEFOR NON-TRAVELLED ARAS

1.00m MIN

REMOVE MANHOLE. FRAME, COVERAND LID AND DISPOSE OF OFF SITE

EXISTING CONCRETE MANHOLE 0.5m MIN.

Date

Reference data

No. By Revisions Eng.

Drawn by

Approved by

Checked by

Design by

Consultant Dwg No.

CoN Dwg No. 22737

Eng File No.

Scale

Horiz.

Sheet of

Vert.

Title

Project


1:100 1:50

4

5220.01.C2272

C.LANG

R.SHEARER

K.NOBLE

C.LANG

T:\D

ES

IG

N\650\03 D

RA

WIN

GS

\01 C

UR

RE

NT

\2272-E

ME

RA

LD

-D

R-W

M-P

RO

PO

SE

D - IF

T4.15.2019

Date

2017.01.11

2017.01.11

2017.01.15

2017.03.15

SANITARY DATUM

STATIONING

Seal

1 2017.01.11 RJS ISSUED FOR PEER REVIEW -

I S S U E D F O R

T E N D E R


EL: 122.641


EL: 123.604


EL: 134.37

0

1:100

6m2

SCALE:SANITARY SEWER REALIGNMENT PLAN

1:100

TIE INTO EXISTING 1050ØSMH AND RE-BENCH PERCoN STD DWG S-1

EMERALD DRIVE

EXISTING ASPHALTCURB

EXISTING FORESTED AREA

SHED

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ASPHALTDRIVEW

AY

STREAM

EXISTING GROUND PROFILE

2

1781RW

3305 EMERALD DR 3307 EMERALD DR

3301 EMERALD DR

3299 UPLANDS DR

3305 UPLANDS DR

L 22 PL 11756

L 1 PL 48833

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DR

IVE

WA

Y

PL VIS2053 PL VIS2053

3401 UPLANDS DRIVE

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APPOXIM

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APPOXIMATE S

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AS

PH

ALT

DR

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WA

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ASPHALTDRIVEW

AY

NEW DROP STRUCTUREPER CoN STD DWG S-3

CONTROLLEDDENSITY FILL

BETWEEN PIPES

REMOVE AND REPLACESTORM DRAIN ANDOUTLET AS REQUIRED

CAUTION: EXISTING CREEK.WATERCOURSE IS NON-FISH

BEARING (EDI, 2017). SEESANITARY SEWER NOTE 6.

CAP AND ABANDONEXISTING SANITARY SEWERIN PLACE (TYP)

BYPASS SANITARY SEWERFLOWS AS REQUIRED TOINSTALL NEW MANHOLE.5-YEAR 2016 PWWF = 35 L/S

750Ø CONC

750Ø CONC

250Ø PVC

250Ø

PVC

200Ø AC

200Ø

AC

UP

LAN

DS

DR

EMERALD

DR

RU

BY

CR

ES

EMERALD DRIVE UTILITY IMPROVEMENTS

RUBY CRESCENT TO UPLANDS DRIVE

SANITARY PLAN AND PROFILE

STATION 0+000 - 0+040

EXTENT OF TRENCH WIDTHPER CoN STD DWG T-1

2 2017.06.08 RJS ISSUED FOR 50% DESIGN -

SCALE:KEY PLAN

1:1250

N

PROPOSED 1050Ø SMH 1PER CON STD DWG S-2

100Ø

BIG

'O' D

RAIN P

IPE

3 2017.10.17 RJS ISSUED FOR 95% DESIGN CL

RESTORE CREEKBANKS TO EXISTINGSLOPE / GRADES (TYP)

ABANDON EXISTINGMANHOLE. SEE DETAIL ATHIS SHEET

A2

SCALE:ABANDON EXISTING MANHOLE DETAIL

1:20A2

CONNECT TO EXISTING100mm SERVICE WITH100mm PVC DR 28 ANDLONG RADIUS BEND.APPROXIMATE INVERTELEVATION = 122.88m

INSTALL SIC PER CoN STD DWG S-5

REMOVE EXISTINGASPHALT AND INSTALL50mm THICK HOT MIXASPHALT

SEE SHEETS 3 AND 4FOR ASPHALTRESTORATION DETAILS

MAY BE SOFT SOILSALONG CREEK(EDI, 2017)

4 2019.03.15 RN ISSUED FOR 100% DESIGN CL

REMOVE AND REPLACESTORM DRAIN AS REQUIRED

5 2019.03.21 RN ISSUED FOR TENDER CL

INSTALL SERVICEWYE AND CONNECTNEW SERVICE

HOLD POWER POLEAS REQUIRED (TYP)

200Ø

AC

W

mon 79h9162

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0

0

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B

E

N

D

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11.25°

BE

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DE

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DE

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CT

1.03°

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DEPTH 1.20m

DEPTH 1.32m

DEPTH 1.50m

375∅

PVC

STM

IN

V=

121.88

150∅

AC

SAN

IN

V=

121.57

525Ø

CONC

WC


I S S U E D F O R

T E N D E R


EL: 122.641


EL: 123.604


EL: 134.37

0

1:100

6m2

Date

Reference data


Drawn by

Approved by

Checked by

Design by

Consultant Dwg No.

CoN Dwg No. 22738

Eng File No.

Scale

Horiz.

Sheet of

Vert.

Title

Project


1:100 1:50

5220.01.C2272

C.LANG

R.SHEARER

K.NOBLE

C.LANG

T:\D

ES

IG

N\650\03 D

RA

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GS

\01 C

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RE

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\2272-E

ME

RA

LD

-D

R-W

M-P

RO

PO

SE

D - IF

T4.15.2019

Date

2017.01.11

2017.01.11

2017.01.15

2017.03.15

SANITARY DATUM

STATIONING

Seal

SCALE:WATER IMPROVEMENT PLAN

1:100

EMERALD DRIVE



℄

SHOULDER

3276 EMERALD DRIVE

PROPOSED WM PROFILE

EMERALD DRIVE℄

EXISTING WATERMAIN PROFILE

REMOVE EX. AC SECTION AND TIE-INWITH:· 1 - 200Ø PVC WATERMAIN,

LENGTH TO SUIT· 1 - 200Ø PVC/AC COUPLING

HYDRANT ASSEMBLY PER CoN STD.DWG W-5 COMPLETE WITH:· 1 - 200ØH x 200ØF x 150ØF TEE· 1 - 150Ø DR 18 PVC LATERAL· 1 - 150Ø FxH GATE VALVE.

EXISTING HYDRANT, TEE, VALVE,RISER, AND NELSON BOX TO BEREMOVED AND DISPOSED OF OFFSITE.

RUBY C

RESCEN

T15

0Ø A

C

150Ø AC

200Ø AC

200Ø AC

150Ø

PVC

375Ø

PVC

SE

E D

W

G 22739, F

OR

M

AT

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LIN

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UP

LAN

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DR

EMERALD

DR

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BY

CR

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200Ø AC

CAP AND ABANDON EXISTINGWATERMAIN AT TIE-IN

200Ø FxFxF TEE AND 3 - 200Ø FxHGATE VALVES



WATERMAIN PLAN AND PROFILE

STATION 0+000 - 0+070

3 4


JOINT RESTRAINTS TO BEINSTALLED:

· 11.25° - 1m EACH SIDE· 22.50° - 2m EACH SIDE· 45.00° - 4m EACH SIDE· TEE - 6m ALL SIDES

ISLAND HEALTH WATER SUPPLYSYSTEM CONSTRUCTION PERMIT

W-CN-3059


LENGTH TO SUIT· 1 - 200Ø PVC/AC COUPLING


SCALE:KEY PLAN

1:1250

EXTENT OF TRENCH WIDTH PERCoN STD DWG T-1

N

LP 13115

CAP AND ABANDON EXISTING SEWER.PARGE MANHOLE BARREL ANDRE-BENCH PER CoN STD DWG S-1

MATCH EXISTING ASPHALT (TYP)

RESTORE 75mm ASPHALTCURB PER CoN STD DWGCS-12 (TYP)

FOR EXTENT OF GREY HATCHING:· GRIND EXISTING ASPHALT 50mm

IN DEPTH AND DISPOSE OFFSITE.· APPLY TACK COAT.· INSTALL 50mm HOT MIX ASPHALT.

ADJUST CATCHBASIN AS REQUIRED (TYP).LID TO BE 20mm BELOW ASPHALT

WATER METER ASSESSMENT

ADDRESS

TOUCH READ

ALREADY?

UPGRADE TO

TOUCH READ

EXISTING

SERVICE SIZE

AND TYPE

CONCRETE

BOX

PLASTIC

BOX

ADJUST

DEPTH

EXISTING

METER

DEPTH

REPLACE

BOX

RELOCATE

BOX COMMENTS

3287 EMERALD DR

NO YES

20mm Cu

YES NO NO

450 mm

YES NO

3299 EMERALD DR

YES NO

20mm Cu

YES NO NO

450 mm

YES NO

3296 EMERALD DR

YES YES

20mm Cu

YES NO YES

800 mm

YES YES

MOVE FROM INSIDE FENCE

3276 EMERALD DR

NO YES

20mm Cu

YES NO NO

450 mm

YES NO

3301 EMERALD DR

YES NO

20mm Cu

NO YES NO

450 mm

YES NO

3287 EMERALD DRLP 13115




3301 EMERALD DRLP VIP13120


250Ø PVC250Ø PVC


PRESERVE EXISTING MONUMENT

25Ø PE WATER SERVICE TO MAIN

FOR EXTENT OF WATER METERUPGRADES SEE WATER METERASSESSMENT TABLE, THISSHEET. ALL METERS ANDBOXES TO BE INSTALLED PERCoN STD DWG W-1


ABANDON VALVE PERGENERAL NOTE 10 (TYP)

ADJUST ASREQUIREDPRIOR TO FINALPAVING (TYP)

525Ø

CONC

W

W W W W W W

WC

mon 79h5476

OIP

OIP

OIP

WM

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

PP

A

SIC

GATE

GATE

PPLS

WMWM

SIC

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

DD

DD

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

∅

∅

D

D

D

D

D

D

D

D

D

∅

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

0+130

0

+

0

6

5

0

+

0

7

0

0

+

0

7

5

0

+

0

8

0

0+085

0+090

0+095

0+100

0+105

0+110

0+115

0+120

0

+

1

2

5

H

x

H

4

5

.

0

0

°

B

E

N

D

H

x

H

4

5

.

0

0

°

B

E

N

D

D

E

F

L

E

C

T

1

.

4

2

°

S

S

S

S

S

S

D

E

F

L

E

C

T

0

.

5

0

°

H

x

H

4

5

.

0

0

°

B

E

N

D

H

x

H

4

5

.

0

0

°

B

E

N

D

D

E

F

L

E

C

T

1

.

0

0

°

D

D

D

36m OF 250Ø PVC DR 35 SS @ 3.5%

X

30.3m OF 100Ø PVC DR 28 SS @ 5.4%0+

070

118

119

120

121

122

123

124

125

118

119

120

121

122

123

124

125

0+

070

0+

075

0+

080

0+

085

0+

090

0+

095

0+

100

0+

105

0+

110

0+

115

0+

120

0+

125

0+

130

0+

135

0+

140

5.30m


12.30m


26.60m


5.70m


6.40m


0+

127

121.277 T

IE

IN

T

O E

X W

M

0+

071

122.196 V

.D

EF

LE

CT

0.7°

0+

083

122.185 V

.D

EF

LE

CT

0.6°

0+

110

121.879 V

.D

EF

LE

CT

1.8

°

0+

115

121.629 V

.D

EF

LE

CT

0.2°

0+

122

121.370 V

.D

EF

LE

CT

1.3°

DEPTH 1.48mDEPTH 1.56m

DEPTH 1.36m

DEPTH 1.30m

DEPTH 1.14m

20

0∅

CB

LEAD

IN

V=

12

2.8

6

10

0∅

SAN

SER

VIN

V=

12

1.5

8

DEPTH 0.50m

S

S

D

200Ø

P

VC

200Ø

P

VC

2

0

0

Ø

A

C

WC

S

S

S

S

S

S

S

S

S

S

S

S

S

D

D

D

D

W

W

W

W


I S S U E D F O R

T E N D E R


EL: 122.641


EL: 123.604


EL: 134.37

0

1:100

6m2

Date

Reference data


Drawn by

Approved by

Checked by

Design by

Consultant Dwg No.

CoN Dwg No. 22739

Eng File No.

Scale

Horiz.

Sheet of

Vert.

Title

Project


1:100 1:50

5220.01.C2272

C.LANG

R.SHEARER

K.NOBLE

C.LANG

T:\D

ES

IG

N\650\03 D

RA

WIN

GS

\01 C

UR

RE

NT

\2272-E

ME

RA

LD

-D

R-W

M-P

RO

PO

SE

D - IF

T4.15.2019

Date

2017.01.11

2017.01.11

2017.01.15

2017.03.15

SANITARY DATUM

STATIONING

Seal

EMERALD DRIVE


AS

PH

ALT

DR

IVE

WA

Y


3299 UPLANDS DR

L 22 PL 11756

℄

SHOULDER

PROPOSED WM PROFILE

EXISTING WATERMAIN PROFILE


LENGTH TO SUIT· 1 - 200Ø PVC/PVC COUPLING· 2 - HxH 45.00° BENDS

UP

LAN

DS

DR

250Ø

PVC

250Ø PVC

750Ø CONC

525Ø

CONC

750Ø CONC

250Ø PVC

200Ø PVC

200Ø AC

ABD 200Ø AC

AS

PH

ALT

DR

IVE

WA

Y

S

E

E

S

H

E

E

T

3

,

F

O

R

M

A

T

C

H

L

I

N

E


600Ø

CO

NC

300Ø

PV

C

EMERALD

DR

RU

BY

CR

ES

UP

LAN

DS

DR

ISLAND HEALTH WATER SUPPLYSYSTEM CONSTRUCTION PERMIT

W-CN-3059



WATERMAIN PLAN AND PROFILE

STATION 0+070 - 0+140

4 4


SCALE:KEY PLAN

1:1250

N

EXTENT OF TRENCH PER CoN STD DWG T-1

ASPHALT DRIVEWAY

3296 EMERALD DR

LP 13230

3305/3307 UPLANDS DR


SCALE:WATER IMPROVEMENT PLAN

1:100

REMOVE AND RESTORE FENCEPANELS AS REQUIRED

RESTORE ALL ROAD MARKINGS (TYP)

JOINT RESTRAINTS TO BEINSTALLED:

· 11.25° - 1m EACH SIDE· 22.50° - 2m EACH SIDE· 45.00° - 4m EACH SIDE· TEE - 6m ALL SIDES

MATCH EXISTING ASPHALT (TYP)

RESTORE ASPHALT CURB PERCoN STD DWG CS-12 (TYP)

ADJUST CATCHBASIN AS REQUIRED.LID TO BE 20mm BELOW ASPHALT (TYP)

WATER METER ASSESSMENT

ADDRESS

TOUCH READ

ALREADY?

UPGRADE TO

TOUCH READ

EXISTING

SERVICE SIZE

AND TYPE

CONCRETE

BOX

PLASTIC

BOX

ADJUST

DEPTH

EXISTING

METER

DEPTH

REPLACE

BOX

RELOCATE

BOX COMMENTS

3305 / 3307 UPLANDS

YES NO

20mm Cu

YES NO NO

450 mm

YES NO

3299 UPLANDS

YES YES

20mm Cu

YES NO YES

300 mm

YES YES METER ON EMERALD DR. MOVE FROM INSIDE FENCE

FOR EXTENT OF GREY HATCHING:· GRIND EXISTING ASPHALT 50mm

IN DEPTH AND DISPOSE OFFSITE.· APPLY TACK COAT.· INSTALL 50mm HOT MIX ASPHALT.

REMOVE AND DISPOSEEXISTING WATERMETER ANDREPLACE SERVICE AS PERWATERMAIN NOTE 15


SEE SHEET 2 FOR SANITARYSEWER DETAILS


emerald drive utility improvements ruby crescent to ...€¦ · emerald dr uplands dr ruby cres...

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