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Page 1: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
07477
Typewritten Text
Approved by the Municipal Planning Commission August 12, 2014
Page 2: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls

PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

June, 2014

Prepared for: CITY OF LETHBRIDGE RELD

Lethbridge, AB

Prepared by: STANTEC CONSULTING LTD.

Lethbridge, AB

Project No. 112935574

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PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

1.0 INTRODUCTION ........................................................................................................... 1

2.0 LAND USE STATISTICS AND CLASSIFICATIONS ............................................................. 2

3.0 TRANSPORTATION NETWORK & TRANSIT ROUTES ...................................................... 4

4.0 WATER DISTRIBUTION SYSTEM.................................................................................... 4

5.0 SANITARY SEWER COLLECTION SYSTEM ...................................................................... 5

6.0 STORM WATER MANAGEMENT .................................................................................... 5

6.1 REVISIONS TO OVERLAND DRAINAGE CATCHMENTS ...................................................... 6

6.2 MINOR STORM SEWER SYSTEM AND STORM TRUNKLINE............................................... 6

6.3 MAJOR STORM SYSTEM ..................................................................................................... 7

7.0 OPEN SPACE NETWORK ............................................................................................... 8

8.0 CONCLUSION ............................................................................................................... 9

APPENDIX A RiverStone Outline Plan and City of Lethbridge Land Use District Map

APPENDIX B DRC Amendment Expectations

APPENDIX C Geotechnical Report

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PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

The RiverStone Outline Plan (OLP) Amendment is being prepared on behalf of City of Lethbridge Real

Estate and Land Development (RELD). The Outline Plan Amendment area encompasses Phases 17, 21

and 22 in the SW corner of RiverStone (SW ¼ SEC 24-8-22-4 and NW ¼ SEC 13-8-22-4). Currently the

area is bisected by the existing 40th Street Road R/W that leads to the communities of Paradise Canyon

and Canyon Crest. Figure 1.0 Area Context Plan highlights the surrounding communities and

amendment area.

The original RiverStone Outline Plan as approved by the City of Lethbridge is included in Appendix A

and this amendment will describe the proposed land use reclassification/layout and the corresponding

impacts to the plan area. In addition, the plan will include the following key topics for the Amendment

Area:

Land Use Statistics and Classifications

Transportation Network (Road Classifications and Transit Route)

Water Distribution System and Connection Points

Sanitary Sewer Collection System and Connection Points

Storm Water Management System and Connection Points (Minor System)

Storm Water Management System: Conceptual Grading, Overland Flow and

Trapped Lows (Major System)

Open Space System

Geotechnical Report (Appendix C)

All municipal infrastructure systems discussed within this document have been developed under

current City of Lethbridge Design Standards and Alberta Environment Guidelines.

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PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

The RiverStone OLP Amendment area is comprised of approximately 16.24 Ha of land and is currently

zoned FUD (Future Urban Development) and R-L (Low Density Residential). The current City of

Lethbridge Land Use District Map is included in Appendix A and our proposed Land Use classifications

have been identified on Figure 2.0: Proposed Land Use.

The key alterations to the previously submitted Outline Plan Amendment (June 2013) include:

Removal of multi-family parcels from the plan area.

The development of a new single detached component and local road Network.

The addition of a 0.30 ha open space that will be developed as a dog park.

The development of a Storm Water Management Facility that will service

approximately 11 Ha of the Plan Area.

This redefined layout continues to follow the intent of the originally proposed land use, except for the

creation of the Storm Water Management PUL which has been added to the area based upon current

City of Lethbridge Requirements for storm water drainage. Proposed Residential Land Uses include

additional R-L (Low Density) and R-CL (Comprehensively Planned Low Density Residential). Refer to

Table 2.1 Land Use Summary and Statistics for a summary of new land use statistics.

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PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

TABLE 2.1 LAND USE SUMMARY AND STATISTICS (Amendment Area Only)

Land Use and Population Estimates Area Area % of (Ha) (Ac) GDA Gross Area 16.24 40.13 Environmental Reserve 0.00 0.00 Gross Developable Area 16.24 40.13 Public Land Use Public Right of Ways 4.41 10.90 27.2% Storm Water Management Facility

(Includes HWL) 0.62 1.53 3.8% Parks and Recreation (P-R) 0.30 0.74 1.8%

Public Subtotal 5.33 13.17 32.8% Population Estimates

Net Developable Area 10.91 26.96 Density Density Total Area

Residential (UPH) (UPA) Units Population

Low Density Residential (R-L) 5.44 13.44 33.5% 20 8 109 305

Low Density Residential (R-CL) 5.47 13.52 33.7% 25 10 137 383

Residential Sub Total 10.91 26.96 67.2% 246 688

Total 16.24 40.13 100.0%

Ha Acre People/GDA 42.4 17.1

People/NDA 63.1 25.4 Density/GDA 15.1 6.1 Density/NDA 22.5 9.1 Notes:

UPH-Units per Hectare

UPA-Units per Acre

HWL-High Water Level

Low Density Residential 2.8 people/Unit (West Lethbridge ASP 2)

Land Use Calculations exclude Neighboring Arterial Roadways

As land use statistics were not completed for the original OLP, a detailed comparison cannot be made.

However, given the elimination of the multi-family component and the addition of the PUL and MR,

population and density will be lower than originally anticipated which will result in less impact to

existing infrastructure.

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PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

Road Rights of Way within the plan area are comprised of a community entrance that transitions to an

existing 23m major collector. All other roadways will be classified as local.

Transit routes are preferably placed on public collector roadways. A route may be placed on a local

road either temporarily or permanently depending on the circumstance and at the discretion of the

Transit Manager. Public collector roadways will be designed to meet the current City of Lethbridge

Design Standards to ensure adequate space and durability for transit vehicle passage. Transit routes

and stop locations will be determined as the neighbourhood develops and may be subject to change.

Transit Standards may change between the OLP approval and the implementation of a transit route in

a new neighbourhood. Refer to Figure 3.0 Transportation Network.

A water distribution system has been outlined on Figure 4.0 Water Distribution and Connection

Points along with key connections to existing systems (University Drive and River Glen Link) and future

systems (RiverStone 20). The River Glen Link line will continue with a 250mm diameter water line and

all other lines will be 200mm diameter. Table 4.1 Estimated Water Demands identifies the estimated

water demand for the OLP Amendment Area.

TABLE 4.1 ESTIMATED WATER DEMANDS

Average Day Demand (415L/cap/day) 0.29 ML/day

Maximum Day Demand (2.2 x ADD*) 0.63 ML/day

Peak Hour (3.5 x ADD) 1.01 ML/day

*ADD – Average Day Demand

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Page 12: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls

PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

A sanitary sewer collection system has been outlined on Figure 5.0 Sanitary Sewer and Connection

Points along with key connection points. All servicing laterals will connect to the existing 250mm and

300mm Sanitary Sewer installed in River Glen Link. The estimated peak sewage flow from the OLP

Amendment Area is 18L/s.

Key to this Outline Plan Amendment in RiverStone is the development of a new storm water

management facility at the intersection of University Drive and River Glen Link. The creation of this

facility will ultimately service and attenuate approximately 11 Ha of urban drainage. Historically,

RiverStone has managed its storm water run-off through a series of trapped lows controlled with Inlet

Controls Devices (ICD) at each catch basin that limits flows to the SunRidge / RiverStone Storm Trunk

to 51 L/s/ha. The OLP amendment area moves away from this model partially. A majority of the area

identified as Phase 21 will continue to manage storm water through the installation of ICD’s and

creation of trapped low storage. Storm water run-off from Phases 17, 22 and a portion of Phase 16

(existing) will be drained without ICD’s to the proposed River Glen dry pond facility. The development

of this revised storm water management strategy has been developed from two key documents

previously approved by the City of Lethbridge:

RiverStone Storm Water Master Drainage Plan (1999) Stantec Consulting Ltd.

Design Memo: RiverStone Phase 16-22 Overland Drainage and Grading (July 2009)

Stantec Consulting Ltd.

To assess the effect of the proposed changes to drainage characteristics, we have reviewed all detailed

design/as-built information of the trapped low system downstream of the OLP Amendment area up to

the LNID Canal.

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PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

6.1 REVISIONS TO OVERLAND DRAINAGE CATCHMENTS

Overland drainage within the OLP Amendment area includes Phases 2, 16 and 20 (Existing) and Phases

17, 21 and 22 (Proposed).

Figure 6.1 Overland Drainage Catchments, Current and Proposed compares the original drainage

boundary (Zone A that was to be controlled through trapped low storage) to the proposed drainage

boundary (Zone C that will continue to be controlled through trapped low storage). In addition, Stantec

has compared the overall storage requirement that was originally proposed and the new storage

requirement based upon the development of a dry pond for Zone B. As can be seen graphically,

existing and future trapped low storage volumes will be managed within the existing trapped lows

along key overland flow routes.

Overland Drainage from Phases 17, 22 and portions of Phases 16 and 21 will be directed to the future

dry pond as outlined in Figure 6.1 Overland Drainage Catchments, Current and Proposed.

Zones D and E which are adjacent to arterial roads are the two exceptions to the management plan

described above. Zone D (0.10 ha) in the northwest corner of the plan will drain to University Drive and

flow north to existing storm water management facilities at the intersection of University Drive and

Grand River Boulevard. Zone E (1.04 ha) along the future Chinook Trail will drain to the arterial R/W.

Drainage from this zone will need to be managed at an interim level during the design and construction

of Phases 21 and 22. Ultimately, the design of Chinook Trail will need to accommodate drainage from

the back of lots identified in Zone E.

6.2 MINOR STORM SEWER SYSTEM AND STORM TRUNKLINE

The existing storm trunk line installed in River Glen Link has been designed to accept storm water run-

off at a rate of 51 L/s/ha and our new plan for this area will continue to discharge to this trunk line at

that rate. The total allowable rate of discharge from Zones B and C will be limited to 1240 L/s; it is

recommended that the future designs of Phases 17, 21 and 22 review total release rates from Phases 2,

16 and 20 prior to the finalization of detailed designs as the rebalancing of release rates from sub-

catchments within Phases 17, 21 and 22 may provide opportunities for the reduction of trapped low

storage.

Figure 6.2 Minor Storm System Proposed identifies the alterations that will be required to existing

storm pipes and the conceptual routing of future storm lines.

Pipes upstream of the proposed dry pond (Zone B) will be designed to a 1:5 year rainfall event without

the use of ICD’s in catch basins. The dry pond will provide detention storage from the contributing

areas and discharge to the River Glen trunk line. Phase 21 in Zone C will be designed using ICD’s to

attenuate flows to the trunk line.

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PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

It is recommended that the rebalancing of subcatchment release rates be considered during future

detailed design to reduce the volume of trapped low storage in public Rights of Way. Specifically, the

proposed drypond in Zone B should be designed with an outflow restriction that is less than 51L/s/ha to

allow for an increased release rate from Phase 21 in Zone C thereby reducing the volume of trapped low

storage. The corresponding increase in storage to the Zone B drypond can be easily accommodated

within the PUL footprint and assist with reducing impacts to residential properties. The combination of

varying release rates from Zones B and C shall not exceed 51 L/s/ha over the entire catchment area.

A foundation drain system will be installed and we anticipate that foundation drainage will be pumped

from residences to the storm sewer system as is common practice in Lethbridge.

6.3 MAJOR STORM SYSTEM

During detailed design, major storm systems will designed to attenuate the storm water run-off from a

1:100 year rainfall event. This will be achieved within the amendment area through the development of

a dry pond facility and, in the case of Phase 21, trapped low storage.

Stantec has reviewed the possibility of connecting the existing University Drive Facility adjacent to RiverStone to the proposed Zone B facility. Given the projected vertical design of the internal pipe system within RiverStone, Stantec is proposing to keep the two facilities separate except for the connection of an emergency overland flow route from University Drive to the proposed RiverStone Facility. The University Drive control structure will remain in place and a new control structure will be installed for the proposed RiverStone dry pond.

Figure 6.3 Major Storm System Overland Flow Routes identifies key drainage patterns, overland flow

routes and conceptual trapped low locations.

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Page 19: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls

PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

RiverStone was established with an Award Winning Community Vision in 2002 and as intended this

open space network is to seamlessly weave throughout all corners of the Community. Identity and

character is vital to establishing a sense of place and community pride. People who reside in RiverStone

are proud of their Community’s brand and Phases 17, 21 and 22 will maintain this quality.

RiverGlen Link will function as RiverStone’s third Community Entrance featuring tree lined boulevards

that also provide pedestrian sidewalk connections to and from University Drive. RiverStone Community

Signage will be located on the Northeast and Southeast Corner of the intersection of RiverGlen Link

and University Drive. This Entry Feature will complement the existing established community way

finding treatments currently found on Grand River Boulevard and RiverStone Boulevard. The Entry

Feature will continue to feature the signature natural river rock Cairns found throughout the

Community.

The Storm Water Management Facility will have similar Dry Pond Landscape Treatment as found in

RiverStone’s Phase 7 Dry Pond. Dryland Grass will transition to the arterial road landscape treatment;

irrigated trees will be planted throughout the perimeter of the Pond along with Pathway connections to

RiverGrove Lane.

A dog park is envisioned for the 0.30 ha parcel adjacent to the proposed storm water management

facility. During detailed design, the following guidelines should be considered:

A staging area (double gates) – prevents dogs from escaping

Trees and landscaping provide shade and comfort

Natural hills and mounts to compliment the equipment

A water supply for dogs (doggy fountains)

Seating for dog owners

Trash cans

The site has been separated from residential land uses and buffering of residential from the dog park

should be considered at detailed design.

Roads adjacent to the park will be designed to accommodate on-street parking. Given the size of the

park area, onsite parking should not be required and would take up useable park space.

The exterior boundaries of Phases 17, 21 and 22 will continue with the unique perimeter natural river

rock clad pillars and cedar fencing. The South corner of Phase 22 will provide a pedestrian connection to

the arterial intersection of University Drive and the future Chinook Trail, Regional Pathways and

adjacent Communities.

Page 20: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls

PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

To conclude, the revisions as outlined within this document have many positive impacts to the

surrounding RiverStone Development.

Most notably, the creation of a storm water management facility will remove the need for trapped low

storage in public road rights of way for a portion of the amendment area, and reduce the impact of

overland flows along RiverGlen Link and RiverPark Boulevard. The removal and relocation of local

roads running parallel to the Chinook Trail R/W have made the development more efficient in terms of

initial capital construction costs and long term maintenance costs.

Overall population and unit densities have been reduced from the original plan and the development

will have no negative impact on the infrastructure that has already been installed.

Open Space Development and Community Entrance Roads will utilize theming, features and materials

consistent with previous open space development and community entrance roads. In addition, the

inclusion of a dog park along RiverGlen Link will provide a new opportunity for the residents of

RiverStone.

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PHASOUTL

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N

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DEVELOPMENT SERVICES DEPARTMENT.

OF INDIVIDUAL PROPERTIES CONTACT

FOR CONVENIENCE ONLY. FOR ZONING

UNOFFICIAL MAP - CONSOLIDATED

LAND USE DISTRICTS MAP

Public Transportation

Specialist Office

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Medium Density Residential

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Restricted Low Density Residential

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Comprehensively Planned Medium Density Residential

Comprehensively Planned Low Density Residential

Low Density Residential

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AMENDMENTS TO SEPTEMBER 3, 2013

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2 AVE N

1 AVE S

11

ST

S

6 AVE S

6 AVE S

12

B

ST

10 AVE S

16 AVE S

9 AVE S

KC

OY

UO

M

GRAND RIVER

Mc

MAS

TE

R

BL

VD

BLVD

R

MC

GIL

L BLV

D

MT BLAKI

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N

K

D

EB

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N

AT

BVL

I

28

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N

LD

MI

S

RE

N

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D

DO

BBS

B

BLEAT VD S

VDBLSOUTHGATE

GARRY DR W

TONEBL

RS

30 AVE N

RIVE

W

D

TART

AN BLV

SU

NRID

GE

BL

VD

W

VD

W

SOUTHGATE BLVD S

ST ED

WAR

D BLV

D

ER

MIN

ED

AL

E

BL

VD

UPLANDS BLVD

ST EDWARD BLVD

PARK MEADOWS

BLVD

18 AVE N

9 AVE N

9 AVE N

36

ST

N

2 AVE N

36

ST

N

UPLANDS BLVD

28

ST

N

18 AVE N

9 AVE N

VDBL W HGUT

SO

2 AVE N

2A AVE N

28

ST

N

2 AVE N

GRAND RIVER

30 S

T

N

2 AVE N

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TSID

E

DR

W

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MIC

MAC BLV

D

RED CROW BLVD

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RE

D

CR

OW

BL

VD

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D

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SQ

UA

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H

BD

TT

OS

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LB

JE

RE

D

CR

OW

BL

VD

R

P

YR

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W

LA

NDS

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H

WALSH DR W

RIVERSTO WBLNE

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W

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BLV

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EG

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RD W

W

SH

R

WDR

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D

CR

OW

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BD

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DVL

CO

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OU

Mc

MA

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FR

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TEMP

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LRED CROW

D

V

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D

CR

OW

BL

VD

BD

24

ST

N

25

13AVEN

ST

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26

ST

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N

10A AVE N

11 AVE N

N

22

ST

N

24

ST

N

20

ST

N

AVE14

15

HONEYSUCKLE RD

RO

SE

PRIM

AVE N

26

ST

N

12

HEATHER RD

HAW PL

ML PL

IEW

CL

LA

RK

S.

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W

RD

PL

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RO

BIN

RD

EA

GL

E

RD

QU

AIL

D

13 AVE N

18

A

ST

N

19

ST

N

AVE

22

ST

12 AVE N

20

ST

N

12 AVE N

14 AVE N

GR

EE

NV

10 AVE N

27

A

ST

N

11A AVE N

VE

NT

UR

A

CR

ES

6

ST

N

7

ST

N

12 AVE N12

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PL

STAFFORD

11

ST

NO

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VE

AVE

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N

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ST

ST

ART

H

ST

AN

NE

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CH

RIS

CATHERINE RDUR R

D

9

ST

N

11

ST

12

ST

N

13 AVE N

13A AVE

12 AVE

NTURA

16

ST

N

16

ST

14 AVE

18

ST

N18

ST

N

17

ST

15

A

ST

15 AVE N

14 AVE

19

ST

N

15

ST

N

14

ST

N

16 AVE N

12

B

ST

N

12

C

ST

N

11 AVE

RD12

A

ST

10 AVE N

14

ST

N

16

ST

N

17

ST

N

11 AVE N

15

ST

N

12 AVE N

10 AVE N

EAGLE RD

12

C

ST

N

12

B

ST

N

10

ST

N

16

ST

N

15

ST

N

14

ST

N

6 AVE N

9

ST

N

8

ST

N

8 AVE

7 AVE N

10

ST

N

11

ST

McKILL

27

ST

N

8 AVE N

6A AVE

6 AVE N

OP

PL

8 AVE N

5A AVE N

19

ST

N

17

ST

N

6A AVE N

7 AVE N

6 AVE N

7A AVE

4 AVE N

3A AVE N

3 AVE N

12

A

ST

N

12

B

ST

N

4 AVE N

14

ST

N

17

ST

N

18

ST

N

19

ST

N

15

ST

N

16

ST

N

17

ST

4 AVE N

3 AVE N

7 S

T

N

6 AVE N

8

ST

N

3 AVE N

10

ST

N

12

ST

N

7

ST

N

2A AVE N

10

ST

N

17

ST

N

19 AVE N

20 AVE N

19 AVE N

20 AVE N

20

ST

N

16

ST

24 AVE

16

ST

N

17

ST

N

14

ST

N14

ST

N

24 AVE22

ST

N

25 AVE N

20

ST

N

ORIO

LE

RD

EA

GL

E

RD

MEADOWLARK BLVD

24 AVE

18

ST

N

19

ST

N

19

ST

N

19

ST

N

23 AVE N

21 AVE N

25 AVE N

25 ST

N

7 AVE N

7A AVE N

5A AVE N

26

A ST

24

ST

N24

ST

N

8 AVE

7A AVE

7 AVE

8 AVE N

8A AVE. N.8A AVE

6A AVE N

4 AVE N

20

ST

N

8A AVE N

18

ST

N

18

A

ST

N

21

ST

N

8 AVE N

5A AVE N

26

ST

N

7A AVE

20

ST

N

22

ST

N

ST

BA

SIL

RD

10

ST

S

11

ST

S

12

ST

S

8

ST

S

8

ST

S

9

ST

S

12

A

ST

S

8 AVE S

8A AVE

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ST

AF

FO

RD

DR

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7 AVE S

7 AVE S

6A AVE S

4

ST

S

8A AVE S

3

ST

S

7A AVE S

4

ST

S

4

ST

S

6

ST

S

7

ST

S

5

ST

S

8 AVE

6

ST

S

6A AVE S

31

ST

N

2A AVE N

29

ST

N

34

ST

33

ST

N

39

ST

N

41

ST

N

32

ST

N

30

ST

N

7 AVE N

39

ST

N

6 AVE N

6 AVE N

27

ST

S

26

ST

22

ST

S

3

ST

S

26

ST

S

26

A

ST

26

ST

S

20

ST

S

43

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S.

58

ST.

S.

1 ST

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36

ST

S

20

ST

S

23

ST

S

24

ST

S

18 AVE S

17 AVE S

21

ST

S

17 AVE

21 AVE

S

L

K

18 AVE

22A

28

ST

S

24

ST

26

ST

26

ST

22

ST

23

ST

23 AVE S

22 AVE S

20 AVE S

19 AVE S

22

ST

24

ST

S

26 S

T

20 AVE S

I

12

A

ST

S

12

ST

S

11

ST

S

9

ST

S

9A AVE S

12

B

ST

S

10

ST

S

11 AVE S

11 AVE S

12 AVE S

8

ST

S

11 AVE

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ST

RD

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HTS

NG

S

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7

ST

S

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S

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S

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29

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N

E.R

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PL

PL

100

UE

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MIN

CG

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400

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N

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OR

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N

300

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100

BY

200

BY

BLVD

44 AVE N

43 AVE N

12

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N

16 AVE N

24 AVE N24 AVE N

42 AVE N

ROAD

COURT FOXBEND CRES

41 AVE N

40 AVE N

11

ST

N

14 AVE N

41

ST

N

39

ST

N

8 AVE N

8 AVE N

10 AVE N

14 AVE N

30

ST

29

ST

29

ST

N

33

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N

12 AVE N

31

ST

N

BLUEFOX BLVD

COUGAR WAY COUGAR WAY

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CO

UG

AR

WA

Y

RD

BE

AV

ER

BR

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BE

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ND

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OVE

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INT

W

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E

W

30

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N

32

ST

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N

32 AVE N

42 AVE N

44 AVE N

34

ST

N

36

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N

MIL

DR

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BB

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BL

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N

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34

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N

35

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N

36

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N

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ER

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12

A

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N

14

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27

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N

12

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N

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22

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N

20

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26

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DR

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ST

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30

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31A S

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CH

PL

AS

PE

N

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RO

N

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PL

MIC

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EA

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EL

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ME

RO

N

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EA

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LA

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S

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11A AVE

5 AVE S

28

A

27

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S

28

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S

4 AVE S

28

B

NO

RM

AN

DY R

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BL

VD

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29

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S

PARKSIDE DR S

CO

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11 AVE S

FE

RN

CR

FE

RN

CR

29

A

ST

S

29

ST

S

28

A

ST

S

27

ST

S

24

ST

S

25

ST

S

26

ST

S

28

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S

10A AVE

23

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S

ELM PL

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32

ST

S

PINE

CE

DA

R

RD

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M

RD

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HO

RE

LA

K

KA

L

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35

ST

S

36

ST

S

36

35

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22 AVE

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EC

H

RD

RE

DW

OO

D

RD

21 AVE S

37

ST

36

ST

E

HE

ND

ER

SO

N

LA

KE

BL

VD

LAKERIDGE BLVD

KEHO

29

ST

30

ST

S

14 AVE

BEAUV

LAKEMOUNT BLVD

ELM CRESOAK DR

SYLVAN RD

GLAC

IER

DR

12 AVE S

AS

H

GR

OV

E

RD

LA

KE

MO

UN

T

BL

VD

LAKESID

E R

D

SID

E

RD

LA

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POIN

T

RD

LA

KE

HIL

L

CR

ES

LAKES

HO

RE R

D

15 AVE S

28

ST

S

13 AVE S

LAKEVIE

W

DR

30 ST

29 S

T

ORT

ON

A

19

ST

S

18

ST

S

17

ST

S

11 AVE S

21

ST

S

20

ST

S

11 AVE S

15

ST

S

14

ST

S

10A AVE

17

A

ST

S

16

ST

S

10A AVE S

9A AVE S

9B AVE S

9A AVE S

22

ST

21

ST

S

9A AVE S

17

A

ST

S

11A AVE

24

ST

S

23

ST

S

10A AVE S

10A AVE S

25

ST

S

11 AVE

15 ST

14

ST

20 A

19

ST

17

A

ST

20 AV

E S

VE

22 AVE S

19

ST

S 23 AVE

20 AVE

S

19

ST

21 AVE

17 AVE S

17

ST

S

18

ST

S

14

ST

S

15

ST

S15

ST

S

12 AVE S

18 AVE S

18 AVE S

20 AVE S

13 AVE S

14 AVE S

15 AVE S

34

ST

S WT

HIL

L

BD

S

2 AVE S

PA

RKSID

E

DR S

3 AVE S

32

ST

S

4 AVE S

FA

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3 AVE S

4 AVE S

LEASID

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AVE S

2 AVE S

CASSIN

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31

ST

S

DIE

PP

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BL

VD

32

DIE

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DU

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30

ST

S

34

ST

S

5A AVE S

33

ST

S

33

33

ST

20

ST

S

7 AVE S

14

ST

S

15

ST

S

12

ST

S

10

ST

S

12

A

ST

16

ST

S

19

ST

S

20

ST

S

8A AVE S

17

ST

S

18

ST

S

8 AVE S

17

ST

2 AVE S

16

ST

19

ST

S

21

ST

S

18

ST

S

15

ST

S

5 AVE S

12

A

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ST

S

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5 AVE S

23 AVE S

RD

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CROWSNEST TRAIL

CROWSNEST TRAIL

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CROWSNEST TRAIL

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CROWSNEST TRAIL

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HW

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HW

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TP. 8 R. 22 W4M

SEC. 28

TP. 8 R. 22 W4M

SEC. 34

TP. 8 R. 22 W4M

SEC. 33

TP. 8 R. 22 W4M

SEC. 21

TP. 8 R. 22 W4M

SEC. 22

TP. 8 R. 22 W4M

SEC. 27

TP. 9 R. 22 W4M

SEC. 9

TP. 9 R. 22 W4M

SEC. 10TP. 9 R. 22 W4M

SEC. 11

TP. 9 R. 22 W4M

SEC. 2

TP. 9 R. 22 W4M

SEC. 3

TP. 9 R. 22 W4M

SEC. 4

TP. 8 R. 22 W4M

SEC. 2

TP. 8 R. 22 W4M

SEC. 1

TP. 8 R. 22 W4M

SEC. 12

TP. 8 R. 22 W4M

SEC. 24

TP. 8 R. 22 W4M

SEC. 3

TP. 8 R. 22 W4M

SEC. 14

TP. 8 R. 22 W4M

SEC. 15

TP. 8 R. 22 W4M

SEC. 16

TP. 8 R. 22 W4M

SEC. 11

TP. 8 R. 22 W4M

SEC. 10

TP. 8 R. 22 W4M

SEC. 13

TP. 9 R. 22 W4M

SEC. 13

TP. 8 R. 21 W4M

SEC. 16

TP. 8 R. 21 W4M

SEC. 15

TP. 8 R. 21 W4M

SEC. 10

TP. 8 R. 21 W4M

SEC. 19

TP. 8 R. 21 W4M

SEC. 18

TP. 8 R. 21 W4M

SEC. 17

TP. 8 R. 21 W4M

SEC. 5

TP. 8 R. 21 W4M

SEC. 4

TP. 8 R. 21 W4M

SEC. 3

TP. 8 R. 21 W4M

SEC. 8

TP. 8 R. 21 W4M

SEC. 7

TP. 8 R. 21 W4M

SEC. 6

TP. 9 R. 21 W4M

SEC. 19

TP. 9 R. 21 W4M

SEC. 18

TP. 9 R. 21 W4M

SEC. 17

TP. 9 R. 22 W4M

SEC. 12

TP. 9 R. 21 W4M

SEC. 21

TP. 9 R. 21 W4M

SEC. 20

TP. 8 R. 21 W4M

SEC. 27

TP. 8 R. 21 W4M

SEC. 22

TP. 8 R. 21 W4M

SEC. 20

TP. 9 R. 21 W4M

SEC. 10

TP. 9 R. 21 W4M

SEC. 3

TP. 8 R. 21 W4M

SEC. 34

MT SUNDANCE

RDW

CRES W

MT

SU

ND

AN

CE

SCE

NIC

DR

N

SC

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DR

N

SC

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MA

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N

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PA

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AC

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BLACKWOLF BLVD N

SCENIC DR S

SC

ENIC

DR

S

SC

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DR S

DR S

SC

ENIC

DR

S

SCENIC

DR

N

N

NORTHLANDER

BE

ND

W

NO

RT

HL

AN

DE

RR

D

ABITIBIR

D

CROCUS

CR

OC

US

TE

RR

COUNTRY MEADOWS BLVD W

GR

AS

SL

AN

DB

LV

DW

GOLDENROD RD

BLUEBELL LANE

DEVONIA RD W

WAY W

DE

VO

NIA

AQ

UIT

ANIA

BL

VD

W

PL

MA

YD

ELL

PA

LM

ER

VIS

TA

ALICE BIRCH

POINT N

FIRELI

GHTWAY W

R W

W

RR

TE

LA

SA

LL

E

CA

BO

T

RIV

ER

HURST C

OVE

W

LA

NE

BAY

ST

O

CST PL

CRESTPT W

ONE

ST

MO

ONLIG

HTBLV

DW

MOOLIGH WAY W

MO

OLIG

HT

LA

NE

TW

LA

NE

PL

ESTATES WAY S

CA

NY

ON

ES

TL

AN

E

LY

NX

RD

N

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Y

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DIN

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UN

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MA

NO

R

W

Page 24: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls

PHASOUTL

SES 17, 21 ALINE PLAN A

 

AND 22 AMENDMENNT

DRC AME

A

ENDMENT

APPEND

T EXPECTA

DIX b

ATIONS 

Page 25: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 26: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls

PHASES 17, 21 AND 22 OUTLINE PLAN AMENDMENT

GEOTECHNICAL REPORT

Page 27: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 28: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 29: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 30: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 31: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 32: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 33: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 34: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 35: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 36: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 37: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 38: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 39: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 40: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 41: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 42: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 43: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 44: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 45: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 46: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 47: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 48: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 49: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 50: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 51: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 52: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 53: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls
Page 54: rAugust 12, 2014...Water Distribution System and Connection Points ... Parks and Recreation (P-R) 0.30 0.74 1.8% Public Subtotal 5.33 13.17 32.8% Population Estimates ... Controls