okanagan landing road - okanaganhomes.com · doug & sharon irvine ... - contact bc hydro,...

F

SA

VED

201

7-05

-25

12:

10 P

MR

:\340

0-34

99\3

408-

001\

501-

Dra

win

gs\a

_Pro

duct

ion_

Dw

gs\G

-001

Gen

eral

.dw

g

LOCATION PLAN, SITE PLAN& DRAWING LIST

SUBDIVISION LOT 11 PLAN 10958

G-001

DOUG & SHARON IRVINEA 2015-11-25 BV BV MN ISSUED FOR APPROVAL

100 (1:10,000) 500m0

N

3408.001GENERAL

421

D

C

B

A A

B

C

D

010

5010

0m

illim

eter

s

Project No. Drawing No. Rev.

Description of RevisionChkDesDateRev DwnDescription of RevisionChkDesDateRev DwnSeal:

Pap

er S

ize

= A

NS

I DA

t Ful

l Siz

e, th

is b

orde

r m

easu

res

520

mm

x 8

00 m

m

3

6421 3

65

5

Group

KERR WOOD LEIDALconsulting engineers

202 - 3334 30th AvenueVernon, BC V1T 2C8T (250) 503-0841 F (250) 503-0847E [email protected]

LOCATION PLANScale: 1:10,000

OKANAGAN LAKE

PROJECT LOCATIONADDRESS: 8854 OKANAGAN LANDING ROAD

LOT 11 PLAN 10958

EAST

SIDE ROAD

LANDIN

G

OKA

NAG

AN

ROAD

N

DOUG & SHARON IRVINESUBDIVISION LOT 11 PLAN 10958

ADDRESS 8854 OKANAGAN LANDING ROADKWL PROJECT# 3408-001

CITY OF VERNON FILE # SUB00580

2 (1:250) 10m0

OKANAGAN LANDIN

G ROAD

EASTSIDE ROAD

EXISTING HOUSE

EXISTING GARAGE

PROPOSED LOT 'C'LOT SIZE: 0.11 ha

BUILDABLE AREA: 334 sq m

EXISTING DRIVEWAY

EXISTING ACCESS

PROPOSED DRIV

EWAY

PROPOSED DRIVEWAY

PROPO

SED

DRIVEWAY

PROPOSED LOT 'B'LOT SIZE: 0.09 ha

BUILDABLE AREA: 288 sq m

PROPOSED LOT 'A'LOT SIZE: 0.19 ha

EXISTING HOUSE & GARAGE TO REMAIN

PROPERTY LINE (TYP)

1.0 m

1.0 m ROAD DEDICATIONAPPROXIMATELY 47 sq m

UTILITY EASEMENT PLAN A2807

EXISTINGPUMPSTATION

BUILDING SETBACKLIMITS (TYPICAL)

PROPOSED PROPERTY LINE

PROPOSED PROPERTY

LIN

E

SITE PLANScale: 1:250

NOTES:

ZONING NOTES BELOW AND SUBDIVISIONBASE PLAN FROM MONASHEE SURVEYING

ZONING: R1 ESTATE LOT RESIDENTIAL

MINIMUM LOT WIDTH: 24.0mMINIMUM LOT AREA: 740 sq m OR 0.074 ha

MINIMUM FRONT YARD SETBACK: 7.5mMINIMUM SIDE YARD SETBACK: 2.5mMINIMUM REAR YARD SETBACK: 7.5m

PRO

POSE

D 6.0

m

UTIL

ITY

EASE

MEN

T

GENERAL NOTES

- CONTRACTOR TO CONTACT CITY OPS DEPARTMENT A MINIMUM OF 48 HOURS PRIOR TO CONNECTING TOSANITARY FORCE MAIN AND WATER MAIN.- SUBMIT COST ESTIMATE FOR ALL WORK IN THE CITY ROW.- CITY STAFF TO WITNESS CONNECTIONS.- ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE WITH MMCD PLATINUM (2009, GREATER VERNONWATER AND CITY OF VERNON STANDARD SPECIFICATIONS AND DRAWINGS UNLESS OTHERWISE NOTED. WHENA CONFLICT BETWEEN THE SPECIFICATIONS ARISES, THE MOST STRINGENT SHALL APPLY.-OBTAIN A ROAD ROW USE PERMIT TO CONSTRUCT WORKS ON A MUNICIPAL RIGHT-OF-WAY FROM THEENGINEERING DEPARTMENT MINIMUM OF 5 DAYS PRIOR TO THE START OF ANY CONSTRUCTION.- CONTACT BC HYDRO, TELUS, SHAW CABLE AND FORTIS GAS 48 HOURS PRIOR TO THE START OF ANYEXCAVATION.-EXPOSE ALL EXISTING SERVICES AT CONNECTION AND CROSSING POINTS 48 HOURS PRIOR TO STARTINGCONSTRUCTION ON ANY SUCH SERVICES. ENSURE ENGINEER HAS CONFIRMED THE HORIZONTAL ANDVERTICAL LOCATION.- WHERE A TRENCH IS UNDER OR WITHIN 1.0m OF THE EDGE OF A ROAD OR DRIVEWAY, USE PITRUN GRAVELBACKFILL FROM THE TOP OF THE PIPE BEDDING TO THE TOP OF THE ROAD, PARKING OR DRIVEWAY SUBGRADE.- COMPACT TRENCH BACKFILL, ROAD BASE AND DRIVEWAY BASE TO 100% STANDARD PROCTOR DENSITY FORTHE TOP 500mm AND 95% STANDARD PROCTOR BELOW.- 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 CONDITIONOR BETTER.- ADJUST ALL PROPOSED AND EXISTING SERVICE APPURTENANCES TO MEET THE FINAL DESIGN GRADES.- CONSTRUCT SEWER, DRAIN, WATER AND ROADS WITHIN PRIVATE PROPERTY IN ACCORDANCE WITH THE BCPLUMBING CODE AND NATIONAL BUILDING CODE.- OFF-SITE CONSTRUCTION SHALL BE INSPECTED AND APPROVED BY THE CITY OF VERNON.

NOTE:

ALL DISTANCES ARE GROUND LEVEL DISTANCES ANDALL ELEVATIONS ARE GEODETIC ELEVATIONS.

Sheet List Table

DRAWING NUMBER DRAWING NAME

G-001 LOCATION PLAN, SITE PLAN & DRAWING LIST

C-101 SITE SERVICING PLAN

C-102 SITE GRADING & STORMWATER MANAGEMENT PLAN

C-103 UTILITY MANAGEMENT PLAN

C-104 EASTSIDE ROAD FUTURE PLAN & PROFILE

C-301 EASTSIDE ROAD (FUTURE) SECTIONS

C-302 OKANAGAN LANDING ROAD SECTIONS

C-401 GRADING SECTIONS & DRIVEWAY PROFILES

C-501 STANDARD DETAILS

B 2016-06-01 BV ACL MN REVISED AS PER COV COMMENTS

C 2016-08-09 BV ACL MN REVISED AS PER COV COMMENTS

D 2016-10-03 BV ACL MN ISSUED FOR DEVELOPMENT AGREEMENT

E 2017-03-15 BV BLW MN ISSUED FOR CONSTRUCTION

PRO

POSE

D 1.5

m

UTIL

ITY

EASE

MEN

T

F 2017-03-25 ACL ACL MN CHANGE LOT B SERVICES TO NORTH PROPERTY LINE

PRO

POSE

D 3.0

m

UTIL

ITY

EASE

MEN

T

s-fm

s-fm

s-fm

s-fm

s-fm

ww

w

w

w

E-T-C

d

d

d

d

d

d

d

d

d

d

d

d

d

d

d d

E-T-

C/O

H

E-T-

C/O

H

d

d

d

d

d

dd

g

g

e-t-c/oh

d

d

D

D

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

g

g

w

w

w

s-fm w

g

g

g

g

g

g

g

g

g

g

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

s-fm

w

w

w

w

w

w

w

w

w

w

w

w

w

w

w

w

w

w

w

w

w

w

w

g

g

g

g

g

WELL

S-FM

S-FM

S-FM

S-FM

S-FM

S-FM

S-FM

g

g

g

g

g

g

g

W

W

W

W

W

W

W

W

W

W

w

w

w

s-fm

s-fm

G

G

G

G

G

G

G

G

G

w

W

W

W

W

W

W

W

W

W

W

0+00

0

0+01

0

0+02

0

0+03

0

0+04

0

0+05

0

F

SA

VED

201

7-05

-25

1:2

7 P

MR

:\340

0-34

99\3

408-

001\

501-

Dra

win

gs\a

_Pro

duct

ion_

Dw

gs\C

-101

Site

Pla

n.dw

g

SITE SERVICING PLAN8854 OKANAGAN LANDING ROAD


C-101

DOUG & SHARON IRVINE

N

3408.001CIVIL

421

D

C

B

A A

B

C

D

010

5010

0m

illim

eter

s



Pap

er S

ize

= A

NS

I DA

t Ful

l Siz

e, th

is b

orde

r m

easu

res

520

mm

x 8

00 m

m

3

6421 3

65

5

Group



PROPOSED LOT 'C' STORAGEMANHOLE (SEE DETAIL DWG. C-501)

PROPERTY LINE (TYP)

EXISTING HOUSE

EXISTING GARAGE

OKA

NAG

AN L

ANDI

NG R

OAD

EASTSID

E ROAD

2 (1:200) 10m0

EXIS

TING

SAN

ITAR

Y FO

RCEM

AIN

EXIS

TING

350

Ø D

I WAT

ERM

AIN

EXIS

TING

50

Ø G

AS

PROPOSED LOT 'A' AND 'B'STORM PIPE TO DITCH

EXISTINGPUMPHOUSE

EXISTINGUTILITY POLE

PROPOSED BURIEDELEC. TEL. & CABLESERVICE TO LOT 'C'

PROPOSED LOT 'C'STORM PIPE TO DITCH

PROPERTY LINE (TYP)

PROPOSED BURIEDELEC. TEL. & CABLESERVICE TO LOT 'B'

EXISTING OVERHEAD ELEC. TEL. &CABLE SERVICE TO LOT 'A' TO REMAIN

EXISTING UTILITY POLE

PROPOSED LOT 'A' AND 'B' STORAGEMANHOLES (SEE DETAIL DWG. C-501)

PROPOSED 450 Ø CSP CULVERTc/w PRECAST CONCRETE HEADWALLS EACHSIDE LANGLEY CONCRETE 11-13 HEADWALLSTRUCTURE OR APPROVED EQUAL

EXIS

TING

DIT

CH

USE EXISTING 38 Ø SANITARYFORCEMAIN SERVICE FOR LOT 'C'

PROPOSEDLOT 'C'

PROPOSEDLOT 'A'

PROPOSEDLOT 'B'

APPROX. BUILDINGPAD LIMITS


PRO

POSE

D P

ROPE

RTY

LIN

E


USE EXISTING 19 Ø WATERSERVICE FOR LOT 'C'

ABANDON EXISTING 25 ØGAS SERVICE FOR LOT 'C'

FILL AND ABANDONEXISTING SANITARYSEPTIC TANK AND FIELD

EXISTING WELL(ABANDONED)

NOTES:

EXISTING SERVICES:

- ALL EXISTING SERVICES MAY HAVE TO BE LOWERED TO ACCOMODATE THE DRIVEWAY AND LOWERING OF THEBANK IN THE ROW.- MINIMUM 1.5 m COVER REQUIRED IN THE CITY ROW.- CONTRACTOR TO CONFIRM PRIOR TO CONSTRUCTION.

SEWER AND DRAINAGE

- SEWER AND DRAIN PIPE UP TO AND INCLUDING 150mm DIAMETER TO BE PVC DR28 AND DR35 FOR 200mm DIAMETERAND OVER (UNLESS OTHERWISE NOTED). PIPE TO BE C.S.A. APPROVED PVC.- ONSITE SEWER AND DRAIN PIPE TO BE BEDDED USING APPROVED BEDDING SAND MIN. 100mm BELOW, 200mmBESIDE AND 300mm ON TOP OF THE PIPE.- IN NON-TRAVELLED AREAS BACKFILL PIPE TRENCH WITH APPROVED NATIVE MATERIAL- 38mm SANITARY SEWER CONNECTION TO BE INSTALLED TO PROPERTY LINE BY CITY OF VERNON

WATER

- EXISTING WATER SERVICE TO BE REUSED- 25mm WATER SERVICE CONNECTIONS TO BE INSTALLED TO PROPERTY LINE BY GREATER VERNON WATER UTILITY.

HYDRO, TELEPHONE, CABLE AND GAS

- CONTACT "BC ONE CALL" A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION.- BC HYDRO, TELUS, SHAW CABLE AND FORTIS GAS FACILITIES ARE SHOWN SCHEMATIC ON THIS DRAWING. REFERTO UTILITY COMPANY DRAWINGS FOR CONSTRUCTION DETAILS.- GAS SERVICE TO BE INSTALLED BY FORTIS GAS.

ASPHALT CUTS FOR NEW SERVICES

-CUT ASPHALT FOR NEW SERVICES AT 15° - 30° FROM PERPENDICULAR TO ROAD CENTERLINE

A 2015-11-25 BV BV MN ISSUED FOR APPROVAL

ABANDONED GAS SERVICE

PROPOSED LAWN BASIN TOCATCH DRIVEWAY DRAINAGE

OUTFALL STRUCTURE ONSTORM (TYP) SEE DWG C-501

PROPOSED 150 mm DR 28PVC STORM SERVICE

PROPOSED 38 mm Ø DR 28 HDPE SANITARY FORCEMAIN SERVICES FOR LOT 'A' AND LOT 'B'

PROPOSED 25 mm Ø WATER SERVICES FOR LOT 'A' AND LOT 'B'


EXISTING PRIVATE WATERMAIN IN EASEMENT LOCATEPRIOR TO CONSTRUCTION AND COORDINATELOCATION OF NEW SERVICES WITH ENGINEER

LOCATI

ON UNKNOW

N




TIE INTO EXISTINGWATER SERVICE

PROPOSED GAS SERVICES FOR LOT 'A' AND LOT 'B'

STORM CLEAN OUT (TYP)

PROPOSED FRENCH DRAIN150 Ø PERFORATED PVC


C.O

C.O

C.O

e-t-c/oh

0+000

0+050

0+000

0+040

355

360

365

370

355

355

355

360

365

370

0+00

0

0+02

0

0+04

0

BP: 0+000.000

PC: 0+026.011

PT: 0+027.023

PC: 0+032.400

LOT 'C'3 STOREY HOUSE

TOP FLOOR ELEV. = 360.0 mBOTTOM FLOOR ELEV. = 354.0 m

F

SA

VED

201

7-05

-25

12:

19 P

MR

:\340

0-34

99\3

408-

001\

501-

Dra

win

gs\a

_Pro

duct

ion_

Dw

gs\C

-102

Gra

ding

Pla

n.dw

g

SITE GRADING &STORM WATER MANAGEMENT PLAN


C-102


N

3408.001CIVIL

421

D

C

B

A A

B

C

D

010

5010

0m

illim

eter

s



Pap

er S

ize

= A

NS

I DA

t Ful

l Siz

e, th

is b

orde

r m

easu

res

520

mm

x 8

00 m

m

3

6421 3

65

5

Group



LOT 'A'

PROPOSED 4.0 m WIDE DRIVEWAY

CROSSFALL TO SOUTH EDGE

(SEE PROFILE DWG. C-401)

PRO

POSE

D 4

.0 m

WID

E D

RIVE

WAY

CRO

SSFA

LL T

O W

EST

EDG

E

(SEE

PRO

FILE

DW

G. C

-401

PROPOSED 4.0 m W

IDE DRIVEWAY

CENTER CROWN

(SEE PROFILE DWG. C-401)

PROPOSEDTOP OF BANK

PROPOSED RETAINING WALL

APPROX. BUILDINGSETBACK LIMITS

PROPERTY LINE (TYP)

EXISTING HOUSE

EXISTING GARAGE

EXISTING DRIVEWAY

EXISTING

DR

IVEWAY

2 (1:200) 10m0

PROPOSED 1.5:1 SLOPE TOSUPPORT DRIVEWAY

EXISTING DRIVEWAY

EXISTING ACCESS

PROPOSED 1.5:1 SLOPETO SUPPORT DRIVEWAY

OKA

NAG

AN L

ANDI

NG R

OAD

EASTSID

E ROAD

PROPOSED RETAINING WALLTO BE CONSTRUCTED ONPRIVATE PROPERTY


APPROX. BUILDINGSETBACK LIMITS


LOT 'B'3 STOREY HOUSE

TOP FLOOR ELEV. = 374.5 mBOTTOM FLOOR ELEV. = 368.5 m

PROPOSEDTOP OF BANK

1.5:1

1.5:1

1.5:1

1.5:1

PROPOSEDTOE OF BANK

PROPOSEDTOP OF BANK

3.0 m

EXISTINGPUMPHOUSE

EXISTINGUTILITY POLE

PRO

POSE

D

PRO

PERT

Y LI

NE


PROPOSED 1.5:1 ENGINEEREDFILL SLOPE TO SUPPORTBUILDING FOUNDATION

5.4 m

PROPOSED RETAINING WALL

LOT 'C' SECTION

LOT 'B' SECTION


NOTE:

INDICATES OVERLAND FLOW ROUTE

BANK HEIGHT REDUCED TO INCREASE SIGHT LINESON OKANAGAN LANDING ROAD AND PROPOSED 'LOTC' DRIVEWAY, SEE SECTIONS DWG. C-302

INSTALL SILT FENCING AS PERDETAIL DWG C-501 DURING SITEWORKS ON LOT 'C'

INSTALL SILT FENCING AS PERDETAIL DWG C-501 DURING SITEWORKS ON LOT 'A'

INSTALL SILT FENCING AS PERDETAIL DWG C-501 DURINGSITE WORKS ON LOT 'B'

GRADE BOULEVARD SOUTH OF NEWDRIVEWAY TO ENSURE CLEAR SIGHTLINESOF > 120 m FOR NORTH BOUND TRAFFIC


SEE 'EROSION AND SEDIMENT CONTROL' NOTES, SHEET C-501

ALL PROPOSED RETAINING WALLS TO BE ENGINEERED ASREQUIRED AS PART OF BUILDING PERMITS FOR LOTS 'B' AND 'C'.

DWG C-401

DWG C-401


PROPOSED 1.5:1 SLOPE TOTOP OF WALL TO SUPPORTPUMPHOUSE




D

SA

VED

201

7-05

-25

12:

07 P

MR

:\340

0-34

99\3

408-

001\

501-

Dra

win

gs\a

_Pro

duct

ion_

Dw

gs\C

-103

Geo

met

ric P

lan.

dwg

UTILITY EASEMENT PLAN


C-103

DOUG & SHARON IRVINEA 2016-06-01 BV ACL MN REVISION AS PER COV COMMENTS

2 (1:250) 10m0

N

3408.001CIVIL

421

D

C

B

A A

B

C

D

010

5010

0m

illim

eter

s



Pap

er S

ize

= A

NS

I DA

t Ful

l Siz

e, th

is b

orde

r m

easu

res

520

mm

x 8

00 m

m

3

6421 3

65

5

Group

LOT 10

LOT 11

LOT 12

LOT C

LOT A

LOT B

PLAN A2807

EA

STS

IDE

RO

AD

OK

AN

AG

AN

LA

ND

ING

RO

AD

EXISTING EASEMENT IN FAVOR OFPRIVATE WATER UTILITY

LOT 'C' SERVICED OFFOKANAGAN LANDING ROAD



PROPOSED 6.0 m EASEMENT FOR LOT 'A' ANDLOT 'B' GAS, SANITARY & WATER SERVICES

B 2016-10-03 BV ACL MN ISSUED FOR DEVELOPMENT AGREEMENT

C 2017-03-15 BV BLW MN ISSUED FOR CONSTRUCTION

1.50

1.50

PROPOSED EASEMENT FOR LOT 'B'STORM SERVICE TO OKL RD.

D 2017-05-17 ACL ACL MN CHANGE LOT B SERVICES TO NORTH PROPERTY LINE

PROPOSED 3.5 m EASEMENT FOR LOT 'B'GAS, SANITARY & WATER SERVICES

367

368

369

370

371

372

373

374

375

376

377

378

379

380

367

368

369

370

371

372

373

374

375

376

377

378

379

380

0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320

39.051 @ -2.86%

20.687 @ -5.40%

11.808 @ 0.42%43.542 @ 2.43%

30.983 @ 3.23%

PVI

ELE

V: 3

68.6

68P

VI S

TA: 0

+00

0.02

PVI

ELE

V: 3

68.9

14P

VI S

TA: 0

+28

7.49

HIGH PT STA: 0+150.509HIGH PT ELEV: 372.563

PVI STA: 0+149.019PVI ELEV: 372.934

AD: -6.085%K: 8.05

HIGH PT STA: 0+212.547HIGH PT ELEV: 371.118

PVI STA: 0+215.085PVI ELEV: 371.046

AD: -2.538%K: 2.00

EV

CE

: 372

.234

EV

CS

: 0+

173.

495

EV

CE

: 370

.909

EV

CS

: 0+

217.

623

BV

CE

: 372

.144

BV

CS

: 0+

124.

543

BV

CE

: 371

.118

BV

CS

: 0+

212.

547

LOW PT STA: 0+043.559LOW PT ELEV: 369.728

PVI STA: 0+068.559PVI ELEV: 370.337

AD: 0.793%K: 63.07

LOW PT STA: 0+272.960LOW PT ELEV: 368.858

PVI STA: 0+256.996PVI ELEV: 368.785

AD: 5.819%K: 6.42

EV

CE

: 371

.144

EV

CS

: 0+

093.

559

EV

CE

: 368

.864

EV

CS

: 0+

275.

681

BV

CE

: 369

.728

BV

CS

: 0+

043.

559

BV

CE

: 369

.793

BV

CS

: 0+

238.

310

LVC: 48.952

LVC: 5.076

LVC: 37.371

LVC: 50.000

ww

w ww

w

w

w

0+285

0+0000+050

0+100

0+1500+200

0+250

BP

: 0+000.000

PC

: 0+052.886

PT:

0+

117.

524

PC

: 0+

164.

442

PT: 0+

206.154

EP

: 0+285.419

6.50

w

w

w

w

D

SA

VED

201

7-05

-25

12:

07 P

MR

:\340

0-34

99\3

408-

001\

501-

Dra

win

gs\a

_Pro

duct

ion_

Dw

gs\C

-104

Eas

tsid

e R

d P

lan

and

Pro

file.

dwg

EASTSIDE ROAD FUTURE PLAN & PROFILE8830 - 8902 EASTSIDE ROAD


C-104

DOUG & SHARON IRVINEA 2016-06-01 BV ACL MN REVISION AS PER COV COMMENTS

5 (H 1:500) 25m

5m(V 1:100)1

0

0

N

3408.001CIVIL

421

D

C

B

A A

B

C

D

010

5010

0m

illim

eter

s



Pap

er S

ize

= A

NS

I DA

t Ful

l Siz

e, th

is b

orde

r m

easu

res

520

mm

x 8

00 m

m

3

6421 3

65

5

Group

PLANScale: 1:500

PROFILEScale: H 1:500, V 1:100

EASTSIDE ROAD



8854 EASTSIDE ROADLOT 11 PLAN 10958

PROPERTY LINE (TYP)

PROPERTY LINE (TYP)

APPROXIMATE TOP OF CUT (TYP)

APPROXIMATE TOE OF FILL (TYP)

ULTIMATE EDGE OF PAVEMENT (TYP)

ULTIMATE SHOULDER (TYP)

ULTIMATE 1.0 m WIDE DITCH (TYP)

PROPOSED WEST EDGEOF PAVEMENT PROFILE

EXISTING WEST EDGE OFPAVEMENT PROFILE

ALIGNMENT MATCHES WEST EDGE OFPAVEMENT TO AVOID INCREASEDGRADE ON EXISTING DRIVEWAYS

APPROXIMATE LOCATION OF EX. 50 mm ØPOLY WATER SERVICE. PRESENTLY RUNSIN EXISTING DITCH ALIGNMENT.

B 2016-08-09 BV ACL MN REVISION AS PER COV COMMENTS

SEE SECTIONS ON DWG C-301

C 2016-10-03 BV ACL MN ISSUED FOR DEVELOPMENT AGREEMENT

D 2017-03-15 BV BLW MN ISSUED FOR CONSTRUCTION

STA. 0+025

362

364

366

368

370

372

374

376

378

380

382

362

364

366

368

370

372

374

376

378

380

382

0 10 200-10-20

STA. 0+050

362

364

366

368

370

372

374

376

378

380

382

362

364

366

368

370

372

374

376

378

380

382

0 10 200-10-20

STA. 0+075

362

364

366

368

370

372

374

376

378

380

382

362

364

366

368

370

372

374

376

378

380

382

0 10 200-10-20

STA. 0+100

366

368

370

372

374

376

378

380

382

384

366

368

370

372

374

376

378

380

382

384

0 10 200-10-20

STA. 0+125

364

366

368

370

372

374

376

378

380

382

384

364

366

368

370

372

374

376

378

380

382

384

0 10 200-10-20

STA. 0+150

364

366

368

370

372

374

376

378

380

382

384

364

366

368

370

372

374

376

378

380

382

384

0 10 200-10-20

STA. 0+175

364

366

368

370

372

374

376

378

380

382

364

366

368

370

372

374

376

378

380

382

0 10 200-10-20

STA. 0+200

364

366

368

370

372

374

376

378

380

382

364

366

368

370

372

374

376

378

380

382

0 10 200-10-20

STA. 0+225

364

366

368

370

372

374

376

378

380

382

364

366

368

370

372

374

376

378

380

382

0 10 200-10-20

STA. 0+250

362

364

366

368

370

372

374

376

378

380

362

364

366

368

370

372

374

376

378

380

0 10 200-10-20

STA. 0+275

360

362

364

366

368

370

372

374

376

378

380

360

362

364

366

368

370

372

374

376

378

380

0 10 200-10-20

EXISTING DRIVEWAY

EXISTING GROUND BASED ONCITY OF VERNON 2000 DEM (TYP)

ULTIMATE FINISHEDGROUND (TYP)

APPROXIMATE EXISTINGSLOPE IS 3.5:1

APPROXIMATE EXISTINGSLOPE IS 4:1





APPROXIMATE EXISTINGSLOPE IS 3.25:1 APPROXIMATE EXISTING

SLOPE IS 3.75:1



LPLP

LP

LP

LP LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

EXISTING DRIVEWAY

EXISTING DRIVEWAY

EXISTING DRIVEWAY

EXISTING DRIVEWAY

EXISTING DRIVEWAY

EXISTING DRIVEWAY

2%

3.25 TRAVEL LANE

3.25TRAVEL LANE

1.50SHOULDER

1.50SHOULDER

2% 0.75

112 2

1.00

TYPICAL CROSS SECTION (FUTURE EASTSIDE ROAD)CoV COLLECTOR RURAL STANDARD

Scale: 1:100

1.5:1 CUT

2:1 FILL2:1 FILL

1.5:1 CUT

C

SA

VED

201

7-03

-15

4:4

7 P

MR

:\340

0-34

99\3

408-

001\

501-

Dra

win

gs\a

_Pro

duct

ion_

Dw

gs\C

-301

EA

STS

IDE

RO

AD

(FU

TUR

E) S

EC

TIO

NS

.dw

g

EASTSIDE ROAD (FUTURE) SECTIONS


C-301

DOUG & SHARON IRVINEA 2016-06-01 BV ACL MN REVISED AS PER COV COMMENTS

2 (H 1:200) 8m0

2 (V 1:200) 8m0

3408.001CIVIL

421

D

C

B

A A

B

C

D

010

5010

0m

illim

eter

s



Pap

er S

ize

= A

NS

I DA

t Ful

l Siz

e, th

is b

orde

r m

easu

res

520

mm

x 8

00 m

m

3

6421 3

65

5

Group



SHIFTING EASTSIDE ROADALIGNMENT TO THE WESTREQUIRES ADDITIONAL FILL WHICHWOULD ADVERSLEY AFFECTGRADES OF EXISTING DRIVEWWAYS

NUMEROUS EXISTINGDRIVEWAYS ON WESTSIDE OF ROAD LIMIT THEPLACEMENT OF FILL FORFUTURE ROAD UPGRADES

NOTE:

SEE PLAN/PROFILE ON DWG C-104

B 2016-10-03 BV ACL MN ISSUED FOR DEVELOPMENT AGREEMENT

C 2017-03-15 BV BLW MN ISSUED FOR CONSTRUCTION

STA. 0+005

346

348

350

352

354

356

358

360

362

364

346

348

350

352

354

356

358

360

362

364

0 10 20 300-10-20

STA. 0+008

344

346

348

350

352

354

356

358

360

362

364

344

346

348

350

352

354

356

358

360

362

364

0 10 20 300-10-20

STA. 0+015

346

348

350

352

354

356

358

360

362

346

348

350

352

354

356

358

360

362

0 10 20 300-10-20

STA. 0+020

344

346

348

350

352

354

356

358

360

362

344

346

348

350

352

354

356

358

360

362

0 10 20 300-10-20

STA. 0+040

344

346

348

350

352

354

356

358

360

362

364

344

346

348

350

352

354

356

358

360

362

364

0 10 20 300-10-20

STA. 0+047

346

348

350

352

354

356

358

360

362

364

346

348

350

352

354

356

358

360

362

364

0 10 20 300-10-20

STA. 0+050

344

346

348

350

352

354

356

358

360

362

344

346

348

350

352

354

356

358

360

362

0 10 20 300-10-20

LPLP

LPLP

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

PROPOSED FINISHEDGROUND LOT 'C'DRIVEWAY (TYP)

DRIVEWAY

EXISTING GROUND (TYP)

WALL FOR ULTIMATE FINISHED GROUNDOKANAGAN LANDING ROAD (TYP) TOACCOMMODATE EXISTING PUMPHOUSE.ONLY REQUIRED IF PUMPHOUSE EXISTSWHEN ROAD IS WIDENED.

EXISTING DRIVEWAY

EXISTING DRIVEWAY

75 Ø EXISTING SANITARY

350 Ø EXISTING WATER

4.00

4.00

d

dd

d

PROPOSED 38 ØSANITARY SERVICE

w

w

w

w

w

s

PROPOSED 25 Ø WATER SERVICESMAINTAIN MIN. 1.5 m COVER OVERWATER & SANITARY SERVICES

PROPOSED 38 ØSANITARY SERVICES

1.50

(TY

P)

PROPOSED 150 Ø STORMSLOPE TO DITCH

(LOT 'A' AND LOT 'B' SERVICES)

ULTIMATE FINISHED GROUND (TYP)

(LOT 'C' SERVICES)

d

PROPOSED 150 Ø STORM SLOPED TO DITCH

w

w

w

w

w

s s

s

s

s

s

EXISITING SANITARY AND WATER SERVICE

WATER AND SANITARY CONNECTION

PRIOR TO CONSTRUCTION CONFIRM LOCATION OF EXISTING UNDERGROUND UTILITIES IN OKANAGANLANDING ROAD, AND ADVISE ENGINEER. RELOCATE PROPOSED NEW SERVICES GRADES AS REQUIRED.

EXISTING PUMPHOUSE

FINAL GRADE (FROM C-102)

NOTE:

1. DO NOT DISTURB OR UNDERMINE EXISTING PUMP HOUSE.

2. COORDINATE STORM DRAIN WITH WHITEWOOD WATERUTILITY TO ENHANCE DRAINAGE AND SLOPE STABILITYAROUND PUMP STATION.

d

d

RELOCATE STORM TO LOWERELEVATION WHEN HOME ISBUILT ON LOT 'C'

NOTE:

GRADE THIS AREA TO FINAL GRADE ALONGNORTH PROPERTY LINE OF LOT 'C' PRIOR TOINSTALLING SERVICES

E

SA

VED

201

7-05

-25

12:

11 P

MR

:\340

0-34

99\3

408-

001\

501-

Dra

win

gs\a

_Pro

duct

ion_

Dw

gs\C

-302

Oka

naga

n La

ndin

g R

d S

ectio

ns.d

wg

OKANAGAN LANDING ROAD SECTIONS


C-302

DOUG & SHARON IRVINEA 2016-06-01 BV ACL MN REVISED AS PER COV COMMENTS

2 (H 1:200) 8m0

2 (V 1:200) 8m0

3408.001CIVIL

421

D

C

B

A A

B

C

D

010

5010

0m

illim

eter

s



Pap

er S

ize

= A

NS

I DA

t Ful

l Siz

e, th

is b

orde

r m

easu

res

520

mm

x 8

00 m

m

3

6421 3

65

5

Group



OKANAGAN LANDING ROAD CENTERLINE







NOTE:SEE DWG. C-102 FOR CHAINAGE




E 2017-05-12 ACL ACL MN CHANGE LOT B SERVICES TO NORTH PROPERTY LINE

364

366

368

370

372

374

376

378

380

382

384

386

388

364

366

368

370

372

374

376

378

380

382

384

386

388

-0+015 0+000 0+020 0+040 0+060 0+070

372

374

376

378

380

382

384

386

388

390

372

374

376

378

380

382

384

386

388

390

0+086 0+100 0+118

6.000 m @ -8.00%

48.000 m @ -17.90%

4.000 m @ -6.00%

PV

I STA

: 0+

009.

000

PV

I ELE

V:

374.

073

PV

I STA

: 0+

015.

000

PV

I ELE

V:

373.

593

PV

I STA

: 0+

063.

000

PV

I ELE

V:

365.

003

PV

I STA

: 0+

067.

000

PV

I ELE

V:

364.

763

11.417 m @ -0.97%

PV

I STA

: 0+

105.

000

PV

I ELE

V:

374.

610

PV

I STA

: 0+

116.

417

PV

I ELE

V:

374.

500

352

354

356

358

360

362

364

366

368

370

352

354

356

358

360

362

364

366

368

370

0+495 0+500 0+520 0+540 0+550

366

368

370

372

374

376

378

380

382

384

366

368

370

372

374

376

378

380

382

384

0+000 0+020 0+040

352

354

356

358

360

362

364

366

368

370

352

354

356

358

360

362

364

366

368

370

0+000 0+020 0+040 0+050

4.000 m @ 3.00%

31.000 m @ 7.51%

7.467 m @ 0.00%

PV

I STA

: 0+

505.

000

PV

I ELE

V:

351.

551

PV

I STA

: 0+

509.

000

PV

I ELE

V:

351.

671

PV

I STA

: 0+

540.

000

PV

I ELE

V:

354.

000

PV

I STA

: 0+

547.

467

PV

I ELE

V:

354.

000

FUTURE HOUSE

PL EX

ISTI

NG

ED

GE

OF

RO

AD

FUTU

RE

ED

GE

OF

RO

AD

PL

EX

ISTI

NG

ED

GE

OF

RO

AD

E

SA

VED

201

7-05

-25

12:

11 P

MR

:\340

0-34

99\3

408-

001\

501-

Dra

win

gs\a

_Pro

duct

ion_

Dw

gs\C

-401

Gra

ding

Sec

tions

& D

way

Pro

files

.dw

g

GRADING SECTIONS &DRIVEWAY PROFILES


C-401


2 (H 1:200) 8m0

2 (V 1:200) 8m0

3408.001CIVIL

421

D

C

B

A A

B

C

D

010

5010

0m

illim

eter

s



Pap

er S

ize

= A

NS

I DA

t Ful

l Siz

e, th

is b

orde

r m

easu

res

520

mm

x 8

00 m

m

3

6421 3

65

5

Group



PROFILE - LOT 'A' DRIVEWAY (DWG. C-102)Scale: 1:200

PROFILE - LOT 'B' DRIVEWAY (C-102)Scale: 1:200

PROFILE - LOT 'C' DRIVEWAY (DWG. C-102)Scale: 1:200

LOT 'B' GRADING SECTION (DWG. C-102)Scale: 1:200

LOT 'C' GRADING SECTION (DWG. C-102)Scale: 1:200

EL.=374.5 m

EL.=368.5 m

EL.=360.0 m

EL.=354.0 m

PROPOSED GROUND PROFILEAT DRIVEWAY CENTERLINE

EXISTING GROUND PROFILEAT DRIVEWAY CENTERLINE






⅊

⅊

⅊⅊

⅊

⅊

EX

ISTI

NG

AN

D F

UTU

RE

WE

ST

ED

GE

OF

PA

VE

ME

NT

EX

ISTI

NG

AN

D F

UTU

RE

WE

ST

ED

GE

OF

PA

VE

ME

NT

EX

ISTI

NG

AN

D F

UTU

RE

WE

ST

ED

GE

OF

PA

VE

ME

NT

B 2016-06-01 BV ACL MN REVISIONS AS PER COV COMMENTS

C 2016-08-09 BV ACL MN REVISIONS AS PER COV COMMENTS



STANDARD MANHOLE FRAME AND GRATED COVER.SET TO GRADE WITH A MAXIMUM OF THREE (3)COURSES OF CONCRETE GRADE RINGS.

1200 I.D. CONCRETE MANHOLE RISER

LE-RON PLASTICS 150mm ØMANUFACTURED TEEc/w WATERTIGHT SLIDING GATE(ORIFICE DIAMETER VARIES.SEE TABLE THIS SHEET)

GROUT ALL PIPE ENTRIESWITH NON-SHRINK GROUT

150 Ø OVERFLOW RISER PIPE SECURELY FASTENEDTO THE INSIDE OF THE CONCRETE BARREL WITHGALVANIZED PIPE CLAMPS AND HILTI ANCHORS

1200 Ø CONCRETE LID

EYE BOLT c/w GALVSTRANDED STEEL CABLE

BACKFILL WITH APPROVEDNATIVE MATERIAL

MIN. 200mm OF 19mm MINUS CRUSHEDGRANULAR BASE MATERIAL COMPACTEDTO 95% S.P.D. ON APPROVED SUBGRADE

1200 I.D. 914mm HIGH CONCRETE DRYWELLKONKAST ITEM # 627 OR APPROVED EQUAL

RECOMMENDED DRYWELLMAINTENANCE

1. INSPECT SUMP FORACCUMULATION OFSOLIDS, OILS ANDDEBRIS.

2. SUGGESTED INSPECTIONEVERY 6 MONTHSDURING SPRING ANDFALL AND ADJUSTINSPECTION FREQUENCYAS NEEDED.

TO DITCH OKANAGAN LANDING ROAD

750mm

MIN

STO

RA

GE

'H'

STORAGE HEIGHT VARIES PER LOTSEE TABLE THIS SHEET FOR HEIGHT

150mm PVC PIPE FROM DRYWELL

ARMOR EXISTING DITCH ATSTORM OUTLET PIPES WITHMIN. 150mm DIA. ANGULARROCK. TAKE CARE TOEXCAVATE DITCH TO SUITROCK WITHOUT REDUCINGCAPACITY

ARMOR EXISTING DITCHMIN. 1.0m UPSTREAM ANDDOWNSTREAM OF PIPEOUTLET

2.0%

MIN. 150mm OF 19mm MINUS CRUSHEDGRANULAR BASE MATERIAL COMPACTEDTO 95% S.P.D. ON APPROVED SUBGRADE

MIN. 50mm ASPHALT PAVEMENT

300 2000 2000 300

MIN. 300mm WIDE GRAVEL SHOULDER

PROVIDE ASPHALT CURBDRIVEWAY ACCESS LOT 'A' ONLY

STORM OUTLET PIPE AT DITCH DETAILScale: 1:25

DRAINAGE STORAGE MANHOLE DETAILScale: 1:25

TYPICAL DRIVEWAY DETAILScale: 1:25

0.50

E

SA

VED

201

7-05

-25

1:2

7 P

MR

:\340

0-34

99\3

408-

001\

501-

Dra

win

gs\a

_Pro

duct

ion_

Dw

gs\C

-501

Sta

ndar

d D

etai

ls.d

wg

STANDARD DETAILS


C-501


3408.001CIVIL

421

D

C

B

A A

B

C

D

010

5010

0m

illim

eter

s



Pap

er S

ize

= A

NS

I DA

t Ful

l Siz

e, th

is b

orde

r m

easu

res

520

mm

x 8

00 m

m

3

6421 3

65

5

Group




STORMWATER RUNOFF TABLE

LOT MAPPROXIMATE

IMPERVIOUS AREA (m²)MAXIMUM RELEASE RATE

(m³/min.)ORIFICE SIZE

(mm dia.)MINIMUM STORAGE

VOLUME (m³)MINIMUM STORAGE

HEIGHT 'H' (mm) COMMENTS

A & B 0.280 925.000 0.325 38 2.920 600 BASED ON 2 MANHOLES SITUATED ADJACENT TO EACH OTHER

C 0.106 340.000 0.120 32 1.110 1000

CONSTRUCT OUTFALL FROM SANDBAGS FILLEDWITH 5 MPa CONTROLLED DENSITY FILL

WIRE MESH FENCE WITH FILTER FABRICMATERIAL ATTACHED

2 x 2 WOOD POST, STEELPOST, OR EQUIVALENT

NEWLY GRADED OR DISTURBED SLOPE

NO FILL MATERIALWITHIN 1.2 m OF FENCE

WIRE MESH FENCE WITH FILTER FABRICMATERIAL ATTACHED

BURY BOTTOM OF FILTER FABRIC MATERIAL IN300 x 200 mm TRENCH

1200

600

200

300

150

1050

600

SILT FENCE DETAILScale: 1:100

BURY BOTTOM OF FILTER FABRICMATERIAL WITH EXCAVATED MATERIAL

NOTES:1. JOINTS IN FILTER FABRIC SHALL BE OVERLAPPED 150 mm AT POST.

2. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO WIRE FENCE.

3. REMOVE SEDIMENT WHEN IT REACHES 1/3 FENCE HEIGHT.

EROSION AND SEDIMENT CONTROL NOTES:

1. SITE WORKS SHALL BE IN ACCORDANCE WITH THE PLATINUM EDITION OF THE MASTERMUNICIPAL CONSTRUCTION DOCUMENTS. .

2. IT IS THE SITE CONTRACTOR'S RESPONSIBILITY TO ENSURE EFFECTIVE AND EFFICIENTMAINTENANCE AND OPERATION OF THE SILTATION CONTROL STRUCTURES AND TO ENSURETHAT THE WATER BEING DISCHARGED FROM THE SITE MEETS pH LEVELS BETWEEN 6.0 AND9.0, AND DOES NOT CONTAIN TOTAL SUSPENDED SOLIDS (TSS) GREATER THAN 75 mg/LABOVE THE BACKGROUND LEVELS DURING WET EVENTS AND 25 mg/L DURING DRY EVENTSAND/OR OTHER LEVELS SPECIFIED BY LOCAL AUTHORITY.

3. ALL WORK MUST BE UNDERTAKEN AND COMPLETED IN SUCH A MANNER AS TO PREVENT THERELEASE OF SILT, RAW CONCRETE LEACHATE OR OTHER DELETERIOUS SUBSTANCES INTOANY DITCH, WATERCOURSE, RAVINE AND STORM SEWER SYSTEM.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL SEDIMENT CONTROLFACILITIES.

5. SILT FENCE/FILTER FABRIC TO BE NILEX 2130 AND NILEX 4535 (C-10) RESPECTIVELY ORENGINEER APPROVED EQUIVALENT.

6. ALL CONCRETE SUPPLY TRUCKS SHALL BE EQUIPPED WITH WASH BUCKET SYSTEM FORFLUSHING OF FLUME. ALL WASTE WATER FROM FLUSHING OF FLUME TO BE RE-CIRCULATEDINTO MIXING DRUM. UNDER NO CIRCUMSTANCES, SHALL EXCESS CONCRETE FROM FLUMEAND/OR TRUCK BE FLUSHED ONTO ROADS OR INTO STORM SEWER SYSTEMS.

7. SILT BAGS TO BE LAYFIELD TYPAR 3801 OR ENGINEER APPROVED EQUIVALENT.

8. DUST NUISANCE SHALL BE REDUCED BY USE OF WATER SPRAYED ON THE EXPOSED SOURCEOF THE DUST.

9. ALL EXISTING DRAINAGE UTILITIES ARE TO BE PROTECTED DURING CONSTRUCTION.APPROPRIATE UTILITY PERSONNEL SHALL BE CONTACTED IMMEDIATELY WHERE AND WHENUNFORESEEN CONFLICTS OCCUR. ADJUSTMENT OR REPAIR OF UTILITIES IS TO BE CARRIEDOUT ONLY BY THE AUTHORITY OF LOCAL JURISDICTION.

10. SUMP(S) AND DISCHARGE PIPE TO BE RELOCATED AS NECESSARY AS PROJECT PROCEEDS.




E 2017-05-17 ACL ACL MN CHANGE LOT B SERVICES TO NORTH PROPERTY LINE

okanagan landing road - okanaganhomes.com · doug & sharon irvine ... - contact bc hydro,...

Documents