Site Development

(a) Municipal Off-Site Services (1) General:

(A) The off-Site servicing will, at Service Commencement, be sufficient not only for the development of the Facility but also to complete future development of the Site to a density of a floor space ratio on the Site of 2.5;

(B) The Design and the Construction of the off-Site servicing will be to the standard as may be required by the City pursuant to:

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1543463.20 Schedule 3 – Design and Construction Specifications (Surrey) EXECUTION COPY (i) the City's regulatory authority; and

(ii) the servicing agreements entered into with the City relating to the Project.

(2) Site Development: (A) Sanitary Sewers:

(i) Project Co will complete any upgrades required to the City's off- Site sanitary system so that it has the adequate capacity to accommodate development of the Site in accordance with Section 6.1(a)(1)(A).

(B) Storm Sewers and Drainage:

(i) Project Co will design the storm water management system to provide discharge into the City system equal to or less than current run-off from the Site.

(ii) The Site and Facility storm water management system may be integrated with the City’s off-Site system. Project Co will

complete any upgrades required to the City's off-Site storm water management system so that it has the adequate capacity to accommodate development of the Site in accordance with Section 6.1(a)(1)(A).

(C) Watermains:

(i) Project Co will determine whether the City's off-Site watermain system has the adequate capacity to accommodate the Site development or whether an upgrade will be required. (D) Roadworks:

(i) The Site will be designed such that the access points are as follows (including for illustration the roadway intersections on IBI+HDR Health Care drawing 15.1, a copy of which is included in Appendix 3D):

(i).1 Mid-block 140th Street driveway with right-in, right-out and left in (south to east movement).

(i).2 Via a new Green Timbers Way/140th Street intersection which will be located near the existing intersection; to be signalized.

(i).3 Driveways off Green Timbers Way as required accessing Site elements, e.g. parking, loading etc.

(i) By City of Surrey:

(i).1 At this time it is anticipated that the following elements will be designed and constructed as part of the City of

Surrey’s 140th Street project:

(i).1.1 Green Timbers Way/140th Street intersection improvements.

(ii) By Project Co who will be responsible for the following:

(ii).1 On-Site driveways connected to 140th Street (per above). (ii).2 On-Site driveway connected to Green Timbers Way. (3) Green Timbers Way

(A) The Green Timbers Way Works will be designed and constructed according to the latest version of the City of Surrey’s Design Criteria Manual (DCM) Supplementary Master Municipal Construction Documents (SMMCD) and Pavement Marking Manual (PMM) as follows:

(i) roadway design - DCM Section 6.0;

(ii) asphaltic concrete pavement – DCM Section 6.0 and SMMCD SS 2.10 (for asphalt thickness see drawing SSD-R.28 in SMMCD);

(iii) drainage – DCM Section 5.0 and SMMCD SS 2.15; (iv) curb and gutter – DCM Section 6.0 and SMMCD SS

2.12;

(v) sidewalks - DCM Section 6.0 and SMMCD SS 2.12; (vi) street lighting – DCM Section 6.0 and SMMCD SS

2.21;

(vii) pavement marking – PMM; and

(viii) signage – TAC: Manual of Uniform Traffic Control Devices for Canada (MUTCD).

(b) On-Site Services

(1) General Approach:

(A) On-Site services refer to the services that will be located on the Site outside of the new building footprint.

(B) All on-Site services will meet or exceed the quality requirements for the corresponding off-Site City works.

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1543463.20 Schedule 3 – Design and Construction Specifications (Surrey) EXECUTION COPY (C) Any variation in road structure from City standards must be supported

by a report from a qualified geotechnical consultant. (2) Sanitary Sewers:

(A) Must connect to the City sanitary sewer system. (3) Storm Sewers and Drainage:

(A) Design may provide for on-Site detention of storm water run-off to reduce demand on City storm water system.

(B) Design must protect the Site against a 100 year storm event in accordance with BL8830.

(4) Watermains and Appurtenances:

(A) Design to meet domestic and fire fighting capacity requirements for the Facility as well as future potential development of the Site.

(B) Design with redundancy by way of a looped system with at least two connection points to the City water system.

(5) Fire Hydrant(s) will be provided to NFPA 24.

(A) The system will include backflow preventers to protect the City system and the on-Site developments from contamination.

(6) Roadworks:

(A) The on-Site vehicular road system will permit travel between on-Site vehicular areas, including parking areas, loading areas, emergency vehicle areas, and drop off areas, without use of City roads except Green Timbers Way.

(B) On-Site vehicle circulation plans must be based on a traffic and parking analysis prepared by a qualified traffic engineer.

(C) The traffic analysis must address lane width, one or two way traffic flow, separation of different types of vehicle traffic, separation of vehicle and pedestrian traffic.

(D) The on-Site roadways will include the pavement, curb and gutters, sidewalks, walkways, signage, pavement marking, and traffic calming devices.

(A) On-Site roadway, walkways and parking areas must be lighted to provide safety for vehicle and pedestrian traffic

(8) Electrical and Telecommunications Wiring, Gas Services:

(A) The on-Site services will include electrical and communications wiring and gas services as required by the intended land use.