· • Complies with OCP Designation. • The proposed development complies with the criteria of the RF-O Zone. • The applicant has demonstrated community support for the proposal

City of Surrey PLANNING & DEVELOPMENT REPORT

File: 7911-0169-00

Planning Report Date: January 28, 2013

PROPOSAL:

• Rezoning from RF to RF-O • Development Variance Permit

in order to permit the development of a larger single family dwelling on an oceanfront lot.

LOCATION: 1657 - Ocean Park Road

OWNER: Kartar S Grewal Jasmail K Grewal

ZONING: RF

OCP DESIGNATION: Urban

LAP DESIGNATION: Urban Residential

Staff Report to Council File: 7911-0169-00

Planning & Development Report

Page 2 RECOMMENDATION SUMMARY • By-law Introduction and set date for Public Hearing for Rezoning.

• Approval for Development Variance Permit.

DEVIATION FROM PLANS, POLICIES OR REGULATIONS • The applicant is seeking variances to the RF-O Zone and General Provisions of the Zoning By-

law, 1993 (By-law No. 12000) to increase the maximum lot coverage from 25% to 37% and allow encroachment of stair risers from three (3) to ten (10).

RATIONALE OF RECOMMENDATION • Complies with OCP Designation. • The proposed development complies with the criteria of the RF-O Zone.

• The applicant has demonstrated community support for the proposal by revising the design

and location of the rear yard swimming pool.

• The proposed variances are requested because the main floor of the dwelling and the rear terrace has been raised in order to accommodate the root structure of the off-site tree. The main floor and garage of the proposed dwelling has a lot coverage of 20.8 %. The increase in lot coverage applies to the rear terrace and walkway along the south side of the proposed dwelling because they are greater than 0.6 metre (2 ft.) above finished grade and therefore included in the calculation of lot coverage. The increase in lot coverage does not result in an increase in floor area or site density, which remains within the maximum permitted FAR of 0.32.

• The applicant is proposing permeable surface materials for the autocourt and south sideyard

walkway to minimize the impact of the hardscaping on the property.

• The applicant has worked with staff to preserve additional trees on site.



Page 3 RECOMMENDATION The Planning & Development Department recommends that: 1. a By-law be introduced to rezone the subject site from "Single Family Residential Zone

(RF)" (By-law No. 12000) to "Single Family Residential Oceanfront Zone (RF-O)" (By-law No. 12000) and a date be set for Public Hearing.

2. Council approve Development Variance Permit No. 7911-0169-00 (Appendix IV) varying

the following, to proceed to Public Notification:

(a) to increase the maximum Lot Coverage of the RF-O Zone from 25% to 37%;

(b) to increase the maximum permitted number of stair risers encroaching into the north side yard setback from three (3) to ten (10); and

(c) to increase the maximum permitted height of a structure encroaching into the

building setback areas as follows:

i. from 0.6 metre (2 ft.) to 1.4 metre (4.6 ft.) above finished grade in the south side yard setback area; and

ii. from 0.6 metre (2 ft.) to 1.0 metre (3.3 ft.) above finished grade in the rear yard setback area.

3. Council instruct staff to resolve the following issues prior to final adoption:

(a) ensure that all engineering requirements and issues including restrictive covenants, dedications, and rights-of-way where necessary are addressed to the satisfaction of the General Manager, Engineering;

(b) submission of a finalized tree survey and a statement regarding tree preservation

to the satisfaction of the City Landscape Architect; (c) demolition of existing buildings and structures to the satisfaction of the Planning

and Development Department; (d) registration of a Section 219 Restrictive Covenant to ensure tree protection; (e) registration of a Restrictive Covenant to ensure the proposed dwelling complies

with the approved house design plans; and (f) registration of a Section 219 Restrictive Covenant to ensure future house

construction is in accordance with the recommendations in the approved geotechnical report.



Page 4 REFERRALS Engineering: The Engineering Department has no objection to the project

subject to the completion of Engineering servicing requirements as outlined in Appendix III.

SITE CHARACTERISTICS Existing Land Use: Single Family Dwelling Adjacent Area:

Direction Existing Use OCP/LAP Designation Existing Zone

North: Single family residential.

Urban/Urban Residential

RF

South:

Single family residential.


RF-O

West:

Burlington Northern Railway.

Urban/Open Space RF

East (Across Ocean Park Road):

Single family residential.


RF

DEVELOPMENT CONSIDERATIONS Proposal • The subject property is located at 1657 - Ocean Park Road, along the ocean bluff in South

Surrey. It is designated "Urban" in the OCP.

• The applicant is proposing a rezoning from "Single Family Residential Zone (RF)" to "Single Family Residential Oceanfront Zone (RF-O)" to permit the construction of a larger, oceanfront, single family dwelling. The proposed dwelling has a floor area of 630.25 square metres (6,783.9 sq. ft.).

• The proposed development complies with the criteria of the RF-O Zone as follows:

o The property is an oceanfront lot, as it is located such that no residential lots exist

between the subject site and the ocean water front; o The subject property is 20.5 metres (66 ft.) wide, 100.5 metres (330 ft.) deep, and has a

total area of 2,009.3 square metres (21,627.9 sq.ft.); as such it fully satisfies and exceeds the dimensional and area standards of the RF-O Zone [20 metres (65 ft.) width; 45 metres (150 ft.) depth; 1,000 square metres (10,764 sq.ft.) area];

o The proposed floor area for the new dwelling is within the maximum floor area ratio (FAR) of 0.32; and



Page 5

o The applicant has requested a Development Variance Permit to increase the permitted lot coverage from 25% to 37% in order to construct a raised terrace in the rear yard and a walkway in the south side yard (see By-law Variance section).

Building Design • The design for this proposed residence is conceived as a contemporary interpretation of west-

coast style architecture. Architectural expressions of this style are seen in the butterfly roof, for example, which is intended to give the roof structure a light and elegant appearance, while providing ample vertical height for windows and clerestory glazing below.

• High quality natural finishes proposed for the exterior (wood, stone) function to ground the massing for the building harmoniously into the site and surroundings. The plan also aspires to blend and link interior and exterior spaces seamlessly and transparently on the site. As such, the architect has configured and oriented the house plan to capture southern exposure in order to maximize daylighting at the home's interior, as well as at exterior entry and rear terrace/pool spaces. The living spaces on the main floor open directly out on to the rear terrace and pool areas, which are tucked back and away from the bluff at the west property line, a design consideration which respects both geotechnical setbacks and ocean views from neighbouring properties through the rear yard.

• The garage is proposed to be integrated into the single family dwelling with the entrance to

the garage oriented to the south and facing the interior of the lot. The single family dwelling is proposed to be setback 31.7 metres (104 ft.) from Ocean Park Road and will be screened by forest cover being retained and additional replacement trees and shrubs.

• The building plans will be registered on title to ensure that the final construction complies

with the approved building plans. Floor plans and elevations are shown in Appendix II Geotechnical Report • A geotechnical study and landslide assessment assurance statement was prepared by

GeoPacific Consultants Ltd. to evaluate the slope stability for the proposed single family dwelling. The subject site slopes gently from east to west. The crest of the ocean bluff (top of bank) lies approximately 26.5 metres (87 feet) from the existing dwelling.

• The proposed single family dwelling is to be located beyond the 1 Vertical : 2 Horizontal (1V:2H) line by 8.8 metres (28.9 feet), as measured from the toe of the slope (the 1V:2H line is drawn by moving 1 unit vertically for every 2 units horizontally from the base of the slope). GeoPacific confirms that the property may be safely used for the proposed single family dwelling, provided all of its recommendations are incorporated into the design. Building Division staff has reviewed the geotechnical study and has found it satisfactory.

• The locational requirements and geotechnical study will be registered on title through a restrictive covenant. At Building Permit stage, the Building Division will require Letters of Assurance from a geotechnical engineer to ensure that building plans comply with the recommendations in the approved geotechnical report.



Page 6 Trees and Landscaping • Peter Mennel, Certified Arborist of Mike Fadum and Associates Ltd., prepared the Arborist

Report and Tree Replacement Plan for the subject site (Appendix V).

• The Arborist Report indicates that there are 19 by-law sized trees on the subject property. The following is a table providing the breakdown by species:

Tree Species Total # of Trees Total Retained Total Removed

Western Red Cedar 14 5 9 Douglas-fir 3 3 0 Big Leaf Maple 2 2 0

Total 19 10 9

• The arborist conducted an assessment of tree retention and has determined that nine (9) trees are to be removed in order to accommodate construction of the proposed single family dwelling and garage. Eighteen (18) replacement trees are proposed as a result of the proposed tree removal, which satisfies the required amount to be planted (Appendix V.)

• Services for the subject property are to be upgraded to meet the current City standards. The

proposed servicing corridor will be located under the driveway, which will be raised with the autocourt and garage in order to accommodate additional tree retention.

• There are nine (9) off-site trees with critical root zones that encroach into the subject property. The root structure for off-site tree OSD, located at 1663 Ocean Park Road, extends well into the subject property. In order to minimize the root loss associated with excavation, the main floor of the proposed dwelling has been raised and cantilevers over the critical root zone of the off-site tree. The basement foundation will not encroach into the critical root zone.

PRE-NOTIFICATION Pre-notification letters were sent on August 10, 2011 to 43 households within 100 metres (328 ft.) of the subject property. Staff received the following comments:

• Staff received two e-mails from the public, both of which expressed concerns over the proposed swimming pool in the rear yard. The authors contend there may be geotechnical issues relating to the proximity of the swimming pool to the nearby bluffs. The provision of a swimming pool also necessitates a fence around the swimming pool that will affect neighbours’ views of the water and bluffs.

(The applicant has submitted a Geotechnical Study that outlines the minimum setback for buildings and structures from the crest of the bluffs. The proposed swimming pool and dwelling are sited beyond the 8.8-metre [28.9-ft.] geotechnical setback. In response to the concerns for obstructed views of the ocean and bluffs, the swimming pool has been reoriented in an east-west direction in order to minimize the obstruction caused by the required fence proposed along the south lot line. The proposed fence will be 1.8 metres [6 ft.] high, the maximum height permitted. As a result of these changes, the fence will be no closer than 10 metres [33 ft.] east of the rear property line.)



Page 7 BY-LAW VARIANCE AND JUSTIFICATION Requested Variances: (a) To increase the maximum Lot Coverage of the RF-O Zone from 25% to 37%;

(b) To increase the maximum permitted number of stair risers encroaching into the north side

yard setback from three (3) to ten (10); and

(c) To increase the maximum permitted height of a structure encroaching into the building setback areas as follows:

i. from 0.6 metre (2 ft.) to 1.4 metre (4.6 ft.) above finished grade in the south side

yard setback area; and ii. from 0.6 metre (2 ft.) to 1.0 metre (3.3 ft.) above finished grade in the rear yard

setback area.

Applicant's Reasons:

• The variances are requested in order to preserve an off-site tree and to reduce the impacts on the tree’s critical root zone as a result of excavation.

• The main floor has been raised and cantilevers over the critical root zone. The rear terrace

and swimming pool, as well as the walkway along the south side of the building, have been raised to the same elevation as the main floor. Due to the ground sloping down from east to west towards the bluff, the rear terrace and walkway are greater than 0.6 metre (2 ft.) above the finished grade, necessitating a variance to lot coverage in the RF-O Zone, and a variance to the setback requirements of the General Provisions of the Zoning By-law, 1993 (No. 12000).

• A variance to the setback requirements of the General Provisions of the Zoning By-law,

1993 (No. 12000) is also required to permit two sets of stairs of up to ten (10) risers (7 and 10, respectively) within the north side yard setback. The stairs rise from the finished grade to provide access to the change rooms on the main floor for swimming pool users.

Staff Comments:

• The maximum permitted lot coverage in the RF-O Zone is 25% of the lot area. Under the

definition of lot coverage in the Zoning By-law, 1993 (No. 12000), structures, including decks, terraces and swimming pools, that are 0.6 metre (2 ft.) above finished grade are included in the calculation.



Page 8

• The applicant is proposing to cantilever the main floor of the dwelling over the critical root zone of off-site tree OSD, a significant Western Red Cedar with a DBH of 129 cm with good health and structure located on the neighbouring property to the north. As a result the main floor has been raised. The rear terrace has in turn been raised to maintain the same elevation as the main floor for a seamless transition. The height above the finished grade increases towards the rear of the property as the ground slopes down towards the bluffs west of the property. The highest point of the rear terrace is at the southwest corner of the swimming pool edge, which is 1.7 metres (5.5 ft.) above the finished grade. The highest point of the lower beach terrace sits 1.1 metres (3.6 ft.) above the finished grade.

• The main floor and garage of the proposed dwelling has a floor area of 410 square metres

(4,413 sq. ft.), which equates to a lot coverage of 20.8 %. Incorporating the outdoor covered areas, second floor balconies, and raised structures brings the total lot coverage to 36.15%. The additional lot coverage does not increase the site density, which remains within the permitted 0.32 FAR of the RF-O Zone.

• Staff acknowledges the applicant’s intent on preserving the critical root zone of the off-site

tree. The proposed lot coverage variance is a direct result of the tree preservation proposed.

• The proposed variance to permit stairs with more than three (3) risers within the north

side yard setback is necessitated because of the rise in elevation of the main floor. • The proposed variance to permit a structure greater than 0.6 metre (2 ft.) above finished

grade in the south side yard and north setbacks is also necessitated because of the rise in elevation of the main floor and to have a seamless transition between the main floor and the rear terrace. The walkway on the south side of the dwelling gradually steps down from the front yard to the rear terrace with the finished grade. Raising the walkway as proposed reduces the ‘canyon-like’ effect between the proposed dwelling and the dwelling on the abutting property to the south (1643 Ocean Park Road), which is currently under construction as of the date of this Report.

• The dwelling at 1643 Ocean Park has a raised rear terrace along the north side of the

property. Raising the rear terrace and walkway within the south side yard setback on the subject property provides for an improved interface between the abutting properties.

• The owner of 1643 Ocean Park is supportive of the proposed variances required as a result

of raising the rear terrace and walkway, and is also appreciative of the applicants’ proposed landscaping and screening between the properties.

• The applicant is proposing permeable surface materials for the driveway, autocourt, and

walkway within the south side yard setback in order to reduce the amount of hard surfacing. The applicant’s geotechnical engineer has provided confirmation that permeable surface materials will not have an impact on the slope stability of the bluffs due to increased infiltration into the ground from any storm events.

• Therefore, staff support the proposed variances.



Page 9 INFORMATION ATTACHED TO THIS REPORT The following information is attached to this Report: Appendix I. Lot Owners, Action Summary and Project Data Sheets Appendix II. Proposed Site Plan, Building Elevations, and Typical Floor Plans Appendix III. Engineering Summary Appendix IV. Development Variance Permit No. 7911-0169-00 Appendix V. Summary of Tree Survey and Tree Preservation Appendix VI. Tree Preservation and Replacement Plans INFORMATION AVAILABLE ON FILE • Geotechnical Study Prepared by GeoPacific Consultants Ltd. dated July 16, 2012.

original signed by Nicholas Lai Jean Lamontagne General Manager Planning and Development MAJ/da \\file-server1\net-data\csdc\generate\areaprod\save\32798330094.doc DA 1/24/13 11:24 AM

Page 1

\\file-server1\net-data\csdc\generate\areaprod\save\32798330094.doc DA 1/24/13 11:24 AM

APPENDIX I

Information for City Clerk Legal Description and Owners of all lots that form part of the application: 1. (a) Agent: Name: Brad Lamoureux

Lamoureux Architect Inc. Address: 3392 - Marine Drive West Vancouver, BC V7V 1M9 Tel: 604-925-5170 ext.222

2. Properties involved in the Application

(a) Civic Address: 1657 - Ocean Park Road

(b) Civic Address: 1657 - Ocean Park Road Owner: Jasmail K. Grewal Kartar S. Grewal PID: 005-956-986 South 66 Feet Lot "B" Section 18 Township 1 New Westminster District Plan 4915

3. Summary of Actions for City Clerk's Office

(a) Introduce a By-law to rezone the property.

(b) Proceed with Public Notification for Development Variance Permit No. 7911-0169-00 and bring the Development Variance Permit forward for an indication of support by Council. If supported, the Development Variance Permit will be brought forward for issuance and execution by the Mayor and City Clerk in conjunction with the final adoption of the associated Rezoning By-law.

Page 2


DEVELOPMENT DATA SHEET

Proposed Zoning: RF-O

Required Development Data Minimum Required / Maximum Allowed

Proposed

LOT AREA* (in square metres) Gross Total N/A 2,009 m² (21,628 ft.²) Road Widening area 39.8 m² (428 ft.²) Undevelopable area Net Total N/A 1,969.5 m² (21,199 ft.²) LOT COVERAGE (in % of net lot area) Buildings & Structures Paved & Hard Surfaced Areas Total Site Coverage Max. 25% 36.15% SETBACKS ( in metres) Front Min. 10 m (33 ft.) 31.7 m (104 ft.) Rear Min. 10 m (33 ft.) Side (north) Min. 1.8 m (6 ft.) 1.8 m (6 ft.) Side (south) Min. 1.8 m (6 ft.) 1.8 m (6 ft.) BUILDING HEIGHT (in metres) Principal Max. 9 m (30 ft.) 8.2 m (27 ft.) Accessory Max. 4 m (13 ft.) N/A NUMBER OF RESIDENTIAL UNITS Bachelor One Bed Two Bedroom Three Bedroom + 1 Total 1 FLOOR AREA: Residential Max. 630.3 m² (6,784 ft²) 630.3 m² (6,784 ft²) FLOOR AREA: Commercial N/A Retail Office Total Max. 630.3 m² (6,784 ft²) 630.3 m² (6,784 ft²) FLOOR AREA: Industrial N/A FLOOR AREA: Institutional N/A TOTAL BUILDING FLOOR AREA Max. 630.3 m² (6,784 ft²) 630.3 m² (6,784 ft²) * If the development site consists of more than one lot, lot dimensions pertain to the entire site.

Page 3


Development Data Sheet cont'd

Required Development Data Minimum Required / Maximum Allowed

Proposed

DENSITY # of units/ha /# units/acre (gross) N/A # of units/ha /# units/acre (net) N/A FAR (gross) N/A FAR (net) Max. 0.32 0.32 AMENITY SPACE (area in square metres) Indoor N/A Outdoor N/A PARKING (number of stalls) Commercial N/A Industrial N/A Residential Min. 2 5 Residential Visitors N/A Institutional N/A Total Number of Parking Spaces Min. 2 5 Number of disabled stalls N/A Number of small cars N/A Tandem Parking Spaces: Number /

% of Total Number of Units N/A

Size of Tandem Parking Spaces width/length

N/A

Heritage Site NO Tree Survey/Assessment Provided YES

GREWAL RESIDENCE1657 Ocean Park Road

Surrey, BC

PROJECT

CHECKED BY

DRAWING TITLE PROJECT NO.DATE ISSUEDDATE DRAWING NO.

DRAWN BYSCALE

This drawing as an instrument of service is the property of Lamoureux Architect Incorporated, and may not be reproduced without the Architect's permission.All information shown on this drawing is for use on this specific project only and shall not be used otherwise without the written permission of the Architect.Contractors shall verify and be responsible for all dimensions on the job and this office shall be informed of any discrepancies and variations shown on the drawing.

NO. DATEREVISIONS DESCRIPTIONDATEISSUED DESCRIPTION

12/DEC/12

w w w .l a m o u r e u x a r c h i t e c t . c a

LAMOUREUX ARCHITECTI N C O R P O R A T E D


SECTION SKETCHES A1.0 SITE PLAN & SIDE YARD

BETBL

01005

27-APR-12 REDESIGN REVIEW

27-JUL-11 RE-ZONING APPLICATION



14/DEC/12

09-OCT-12 RE-ZONING APPLICATION RE-SUBMITTAL

14-DEC-12 RE-ZONING APPLICATION RE-SUBMITTAL17-JAN-13 RE-ZONING APPLICATION RE-SUBMITTAL

46.70

46.7646.82

46.7446.83

46.88

46.92

47.01

46.93

46.97

47.05

45.96

45.19

46.4046.36

45.48

45.48

45.88

45.25

44.95

44.86

44.6544.0743.46

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43.34

43.60

43.06

43.11 3CTR

43.40

43.82

44.01

44.62

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44.54

44.42

43.09

43.13

42.4141.7

4

41.83

41.76

41.75

41.75

41.76

41.90

42.32

42.38

41.93

42.6141.5

5

41.64

41.58

41.10

40.64

39.75

39.42

39.10

38.98

38.86

38.37

39.90

40.46

41.35

41.41

41.50

40.10

2CTR

CTR

CTR

CTR

CTRCTR

CTR

CTR

SECTION 18

(15')

CTRCTR

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3CTR

2CTR

CTRCTR

CTRCTR

CTR

CTR

CTR

CTR

CTR 3DTR

PP

PP

Ø=1.50

Ø=0.95

Ø=1.00

Ø=0.30

Ø=0.29

Ø=0.78

Ø=0.45Ø=0.45

Ø=0.54

Ø=0.42

Ø=0.70

Ø=0.51Ø=0.63

Ø=0.85

Ø=0.75 Ø=0.70

Ø=0.70

Ø=0.35

Ø=0.38

Ø=0.50

Ø=0.80

Ø=0.30

Ø=0.35

Ø=0.85

Ø=0.35Ø=0.85

PP

PP

CTR

CTR

CTR

OF

TOP

BANK

Ø=0.60

Ø=0.85

Ø=0.95

CROW

N O

F ROAD

EDG

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EDG

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PAVEMEN

T

PAVEMEN

T

EXISTING DWELLING

POST

DRIVE WAY

DRIVE WAY

DRIVE WAYDRIVE WAY

DRIVE WAY

RIM ELEV= 47.65mSTORM MANHOLE

N INV. ELEV= 45.62m

STM MH

47.65

46.00 46.02

RIM ELEV= 46.00mSANITARY MANHOLE

S INV. ELEV= 43.97m

SAN MH


INV. NOT ACCESSIABLE

STM MH

144.77

129.48

OCEAN

PARK ROAD

45.34

11PLAN 9181

4PLAN 1062

LANE

20.48

100.53

100.53

20.48

SOUTH 66 FEET LOT "B"PLAN 4915

AREA=2009.3 m2

4.57

FRACTIONALSOUTH 1/2

Rem

46.98

45.89

40.57

46.26

45.98

45.46

45.09

44.65

44.76

45.26

45.04

44.78

44.33

43.92

44.11

45.98

46.37

44.81

44.31

42.74

43.93

45.26 46.22

45.80

45.43

46.0445.7

445.8

5

44.62

44.72

44.48

45.89

45.39

45.19

44.83

44.58

44.17

43.73

43.37

43.08

42.63

42.31

41.98

41.6841.4

5

40.72

41.0440.21

41.1840.67

40.20

39.90

39.69

39.89

40.89

41.32

41.3740.99

40.4340.59

40.73

43.60

43.37

43.22

43.15

43.03

42.56

42.08

41.82

41.70

41.57

41.36

41.02

40.32

40.74

41.41

43.13

CEDARØ:0.65

CEDARØ:0.35

DECID.Ø:0.70

CEDARØ:0.80

CEDARØ:0.70

CEDARØ:0.80

CEDARØ:0.85CEDARØ:1.00

CEDARØ:0.90

CEDARØ:0.35

CEDARØ:0.75

CEDARØ:0.40

CEDARØ:1.05

PINEØ:0.35

PINEØ:0.35CEDARØ:0.90

CEDARØ:0.65

CEDARØ:0.90

CEDARØ:1.60


CEDARØ:0.70

CATCHBASIN

AUTOCOURT - EL. 43.76' m (143.58')

45.89

46.044544

.7445.8

5454

454

43.03

42.56

42.08

41.82

41.70

41.57

41.36

42.63

42.31

41.98

41.6841.4

5

41.1840.67

45.26

45.04

44.78

44.33

44.11

43.60

43.37

43.22

43.15

42.56

42.08

41.82

45.89

45.39

45.19

44.83

44.58

43.73

43.37

43.08

��DN �

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chuteabove

chute

1 2 3 4 5 6

EL. 43.43m(142.5')

EL. 43.58m(142.5')

EL. 43.13 m(141.5')

EL.4

3.13

m(1

41.5

')

EXISTING GRADE EL. 42.76m /140.3'

EXISTING GRADE AT PL. EL. 42.76m /140.3'

EL. 43.37 m(142.3')

EL. 43.37 m(142.3')

SPA7'9" X 6'8"

EL. 46.79m (153.53')

EL. 153.83

EL. 46.43m (152.33')8%

2%

PROPOSED SERVICE TRENCH


POOL TERRACE(CONCRETE)

EL. 43.07 m (141.3')

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(13

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R 18'-0 1/2"[R 5.5m]

1'-0"[0.3m]

1'-0"

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m]

VERI

FY

EL. 43.13 m(141.5')

EL. 43.81m(143.75')

EL. 43.81m(143.75')

EL. 43.81m(143.58')

EL. 43.81m(143.75')

EL. 43.74m(143.5')

ENTRY - EL. 43.37 m (142.3')

WATER FEATUREWL 44.21m (145.05')

EL. 43.98m(144.3')

EL. 43.76 m(143.58')

MAINENTRY

137.16'E 41.81m

A 43.36m143.84'

B 43.36m142.26'

C 43.12m 141.47'

139.84'D 42.62m

4

5

2 3

SERVICE TRENCH AT DRIVEWAY (DOTTED)

DRIVEWAY ROUTED AROUND OFFSITE TREE 226

PORTION OF MAIN FLOOR SLAB CANTILEVERED OVER ROOTS OF OFFSITE TREE "D" (SHADED)LINE OF FOUNDATION

BELOW (SHADED)

STAIR BUILT OVEREXISTING GRADE TOPRESERVE ROOTS AT

OFFSITE TREE "D"

LOT COVERAGE AT RESIDENCE: 492.40sq.m. (5298.43 sf)TERRACE/LANDSCAPED SURFACES AT

GREATER THAN 2'0" ABOVE EXISTINGGRADE PROPOSED: 219.56 sq.m. (2363.37 sf)

LOT COVERAGE INCREASES TO 36.14%

EL. 42.82m (140.5') EXISTING GRADE AT BUILDING

OFFSITE TREE "D"

OFFSITE TREE "C"

OFFSITE TREE "226"

PROPERTY LINEF 41.46m136.04'

PROPERTY LINE

PROPERTY LIN

E

33'-0" [10.06m]

28'-11 1/4" [8.82m]

GEO

TECHN

ICAL SETBACKREAR YARD

SETBACK

6'-0

"6'

-0"

33'-0" [10.06m]

PROPERTY LIN

E

FRON

T YARD SETBACK

EXISTING BUILDING(TO BE DEMOLISHED)

6'-4 1/2" [1.94m]

AREA OF SET BACK FROM ORIGINAL PROPERTY LINE FOR ROAD DEDICATIONPER RE-ZONING APPLICATION39.75 sq.m. (427.94sf)

TREE 16

TREE 15

PERVIOUS SURFACE AT SOUTH SIDEYARDWALKWAY (SEE SHEET A1.0b)

NOTE:

SURFACES AT DRIVEWAY, AUTOCOURT AND A PORTION OFWALKWAY AT THE SOUTH SIDEYARD TO BE PERVIOUS (UNIT PAVERS OR EQUIV.)

5'-0"[1.52m]

TREE 15

DRIVEWAY TO BE PERVIOUS SURFACEABOVE GRADE AT AREAS OVER CRITICAL TREE

ROOT ZONES

NO

RTH

AVERAGE GRADE - EXISTING

POINT ELEVATION - m ELEVATION - ft.

A 44 m 144 ft.B 43 m 142 ft.C 43 m 141 ft.D 43 m 140 ft.E 42 m 137 ft.F 41 m 136 ft.

AVE. (TOTAL/5) : 43 m 140 ft.

MAX. ALLOWABLE HEIGHT 52 m 170 ft.@ MIDPOINT OF ROOF

AVE. FIN. GRADE + 9m (30')

LOT AREA (Net Area After Road Dedication) 21199.96 sf 1969.54 sq.m.

LOT COVERAGE % AREA SF AREA sq.m.

RESIDENCE & OUTDOOR COVERED AREAS 25.00 % 5299.99 sf 492.38 sq.m.AREAS OF RAISED TERRACES/LANDSCAPING 11.15 % 2363.37 sf 219.56 sq.m.Totals 36.15 % 7663.36 sf 492.38 sq.m.

LOT COVERAGE ALLOWABLE (RF-O ZONING) 25.00 %LOT COVERAGE PROPOSED* 36.15 %

*NOTES: -VARIANCE OF 11.15% TO ALLOWABLE SITE COVERAGE SOUGHT TO ACCOMODATE EXTERIOR TERRACES/LANDSCAPING RAISED AT MORE THAN 2FT. ABOVE FINISHED GRADE SET TO MEET MAIN FLOOR ELEVATION. -ELEVATION OF MAIN FLR. SET TO CANTILEVER OVER/PRESERVE ROOT FEILD OF OFFSITE TREE "D" (SEE ARBORIST REPORT).-TERRACED AREAS INCLUDED IN VARIANCE SOUGHT DO NOT POSE AN INCREASE SITE DENSITY/F.A.R.

FLOOR AREAS AREA SF AREA sq.m.

UPPER FLOOR 2370.84 sf 220.26 sq.m.MAIN FLOOR (Including Garage) 4413.10 sf 409.99 sq.m.BASEMENT Exempt sf Exempt sq.m.Total Floor Area 6783.94 sf 630.25 sq.m.

FLOOR AREA RATIO/DENSITY ALLOWABLE 0.32 6783.99 sf 630.25 sq.m. (RF-0 Zoning 0.32 x Site Area 21627.9 sf =6920.93 sf)

CRITICAL ELEVATIONS HEIGHT F HEIGHT M

MAIN FLOOR (UPPER) 142.5 sf 43.46 mMAIN FLOOR (LOWER)* 141.5 sf 43.16 mUPPER EXTERIOR POOL TERRACE 141.3 sf 43.10 mLOWER EXTERIOR BEACH TERRACE 138.3 sf 42.18 m

* HEIGHT OF FINISHED FLOOR AT MAIN FLOOR (LOWER) SET AT 12" ABOVE THE EXISTING GRADE AT OFFSITE TREE "D" (HIGH SIDE) TO CANTILEVER OVER ROOTS

POOL TERRACE UPPEREL. 43.06m/141.3'

EXISTING GRADE AT P.L.EL. 41.46 m/136.03'

2'-3

1/4"

POOL

SOU

TH P

ROPE

RTY

LIN

E

PLANT SCREENING AT SIDEYARD

LINE OF HOUSE BEYOND

RETAINING FOLLOWS EXISTING GRADE(FENCE OVER)

6'-0

"

BEACH TERRACE LOWEREL. 42.15 m/138.3'



2'-1

1 7/8

"

POOL

SOU

TH P

ROPE

RTY

LIN

E



LANDING - SIDEYARDEL. 42.61 m/139.8'


6'-0

"



3'-5

3/4

"

SOU

TH P

ROPE

RTY

LIN

E



6'-0

"


TOP OF LANDING AT STAIREL. 43.06m/141.3'



NO

RTH

PRO

PERT

Y LI

NE

STAIR UP TO CHANGE ROOM BUILT ATOR ABOVE EXISTING GRADE TO

PRESERVE OFFSITE TREE "D"6'0" FENCE AT P.L.

3'-6

3/4

"

SITE PLAN1/16"=1'0'

1A1.0

SECTION AT SOUTH SIDE YARD1/4"=1'0'

2A1.0


3A1.0


4A1.0

SECTION AT NORTH SIDE YARD1/4"=1'0'

5A1.0

MJ4

Text Box

APPENDIX II


Surrey, BC

PROJECT

CHECKED BY


DRAWN BYSCALE



1/8" = 1'0"

12/DEC/12




AUTOCOURT & DRIVEWAY A1.0a SITE PLAN

BETBL

01005





14/DEC/12



AUTO COURT & DRIVEWAY1

46.70

46.7646.82

46.7446.83

46.88

46.92

47.01

46.93

46.97

47.05

45.96

45.19

46.4046.36

45.48

45.48

45.88

45.25

44.95

44.86

44.6544.0743.46

CTR

43.34

43.60

43.06

43.11 3CTR

43.40

43.82

44.01

44.62

CTR

44.54

44.42

43.09

43.13

42.4141.7

4

41.83

41.90

42.32

42.38

41.93

42.61

2CTR

CTR

CTR

CTR

CTRCTR

CTR

CTRCTR

CTR

CTR

3CTR

2CTR

CTRCTR

CTRCTR

CTR

CTR

3DTR

PP

PP

Ø=0.30

Ø=0.29

Ø=0.78

Ø=0.45Ø=0.45

Ø=0.54

Ø=0.42

Ø=0.70

Ø=0.51Ø=0.63

Ø=0.85

Ø=0.75 Ø=0.70

Ø=0.70

Ø=0.35

Ø=0.38

Ø=0.50

Ø=0.80

Ø=0.30

Ø=0.35

Ø=0.85

Ø=0.35Ø=0.85

PP

PP

CTR

CTR

CTR

Ø=0.60

Ø=0.85

Ø=0.95

CROW

N O

F ROAD

EDG

E OF

EDG

E OF

PAVEMEN

T

PAVEMEN

T

DRIVE WAY

DRIVE WAY

DRIVE WAYDRIVE WAY

DRIVE WAY

46


S INV. ELEV= 43.97m

SAN MH

STM MH

19

OCEAN

PARK ROAD

45.34

11PLAN 9181

4PLAN 1062

20.48

100.53

100.53


AREA=2009.3 m2

46.98

45.8946.26

45.98

45.46

45.09

44.65

44.76

45.26

45.04

44.78

44.33

43.92

44.11

45.98

46.37

44.81

44.31

42.74

43.93

45.26 46.22

45.80

45.43

46.0445.7

445.8

5

44.62

44.72

44.48

45.89

45.39

45.19

44.83

44.58

44.17

43.73

43.37

43.08

42.63

42.31

41.98

43.60

43.37

43.22

43.15

43.03

42.56

42.08

41.82

43.13

CEDARØ:0.65

CEDARØ:0.35

DECID.Ø:0.70

CEDARØ:0.80

CEDARØ:0.70

CEDARØ:0.80


CEDARØ:0.90

CEDARØ:0.35

CEDARØ:0.75

CEDARØ:0.40

CEDARØ:1.05

PINEØ:0.35


CATCHBASIN

DN

DN

AUTOCOURT - EL. 43.76' m (143.58')

45.89

46.044544

.7445.8

54544

4544

43.03

42.56

42.08

41.82

42.63

42.31

41.98

45.26

45.04

44.78

44.33

44.11

43.60

43.37

43.22

43.15

42.56

42.08

41.82

45.89

45.39

45.19

44.83

44.58

43.73

43.37

43.08

��

DN ��

UP

chuteabove

chute

1 2 3 4 5 6

DN

DN

EL. 43.43m(142.5')

EL. 43.58m(142.5')

EL. 43.13 m(141.5')

EL.4

3.13

m(1

41.5

')



EL. 43.37 m(142.3')

EL. 43.37 m(142.3')

DN

EL. 46.79m (153.53')

EL. 153.83

EL. 46.43m (152.33')8%

2%



DN

DN

REF

EL. 43.13 m(141.5')

DN

EL. 43.81m(143.75')

DN

EL. 43.81m(143.75')

DN

EL. 43.81m(143.58')

EL. 43.81m(143.75')

EL. 43.74m(143.5')

ENTRY - EL. 43.37 m (142.3')


EL. 43.98m(144.3')

EL. 43.76 m(143.58')

MAINENTRY

ROOF O/H ABOVE

TW 159.17'

TW 158.33'

TW 158.33'

TW 156.00'

TW 156.0'

TW 158.33'

RETAINING WALL

RETAINING WALL SLOPED WITH EXISTING GRADE

FENCE OVER RETAINING WALL(TOP OF FENCE 6' MAX. ABOVE FIN. GRADE)

4' TALL FENCE

4' TALL FENCE

MAXIMUM 6' TALL FENCE

TF 156.5'BF 150.5'

TW 159.17'

TW 158.33'SERVICE TRENCH AT DRIVEWAY (DOTTED)

GARAGE(SLAB ON GRADE)

OFFSITE TREE "226"

RETAINING WALL

1'-0"

[0.31

m]

VERI

FY

1'-0"

[0.

3m]

FRON

T YARD SETBACK

6'-0

" [1

.84m

]SI

DEY

ARD

SET

BACK

6'-0

" [1

.84m

]SI

DEY

ARD

SET

BACK

33'-0" [10.06m]

AREA OF SET BACK FROM ORIGINAL PROPERTY LINE FOR ROAD DEDICATIONPER RE-ZONING APPLICATION: 39.75sq.m. (427.94 sf)

FRON

T YARD PRO

PERTY LINE

(AFTER ROAD

DED

ICATION

)

PROPERTY LIN

E (BEFORE RO

AD

DED

ICATION

)

6'-4 1/2" [1.94m]

TREE 016

TREE 015

VERI

FY

VERI

FY

CL AT WATER FEATURE/DRIVEWAY

DRIVEWAY & SERVICE TRENCHROUTED AROUND OFFSITE TREE 226

NOTE:

SURFACES AT DRIVEWAY, AUTOCOURT AND A PORTION OF WALKWAY AT THE SOUTH SIDEYARD TO BE PERVIOUS (UNIT PAVERS OR EQUIV.)

RETAINING TO SUIT

R 25

'-7 1/

4" [

R 7.

81m

]

EL. 42.82M (140.5')EXISTING GRADE AT TREE ROOTS OFFSITE TREE "D" (HIGH SIDE)STAIR BUILT OVER

EXISTING GRADE TO PRESERVE ROOTS AT OFFSITE TREE "D"

OFFSITE TREE "D"

CANTILEVERED SLAB/SET BACK AT FOUNDATION OVER/AROUND OFFSITE TREE "D"(HATCHED)

1'-0" [0.3m]

PERVIOUS SURFACE MATERIALS AT SIDE YARD PATHWAYUNIT PAVERS OR EQUIV.( INDICATED AS HATCHED)

OFFSITE TREE "C"

R 18'-0 1/2" [R 5.5m]


ROOT ZONES

NO

RTH

43.06

43

43.09

43.13

42.4141.7

4

41.83

41.76

41.75

41.75

41.76

41.90

42.32

42.38

41.93

42.6141.5

5

41.64

41.58

41.10

40.64

39.75

39.42

39.10

38.98

38.86

38.37

39.90

40.46

41.35

41.41

41.50

40.10

SECTION 18

(15')

3CTR

2CTR

CTR

CTR

CTRØ=1.50

Ø=0.95

Ø=1.00

Ø=0.30

Ø=0.29

OF

TOP

BANK

EXISTING DWELLING

POST

DRIVE WAY

DRIVE WAY

11PLAN 9181

4PLAN 1062

LANE

100.53

100

20.48


AREA=2009.3 m2

4.57

FRACTIONALSOUTH 1/2

Rem

40.57

42.74

43.08

42.63

42.31

41.98

41.6841.4

5

40.72

41.0440.21

41.1840.67

40.20

39.90

39.69

39.89

40.89

41.32

41.3740.99

40.4340.59

40.73

43.15

43.03

42.56

42.08

41.82

41.70

41.57

41.36

41.02

40.32

40.74

41.41

43.13

CEDARØ:1.00

CEDARØ:0.65

CEDARØ:0.90

CEDARØ:1.60


CEDARØ:0.70

DN

DN

43.03

42.56

42.08

41.82

41.70

41.57

41.36

42.63

42.31

41.98

41.6841.4

5

41.1840.67

43.15

42.56

42.08

41.82

43.08

��

DN ��

UP

OFFICE/STUDY9'6" x 13'7"

FAMILY ROOM16'10" x 18'9"

POWDER ROOM5'1" x 8'4"

MUD ROOM7'11" x 12'1"

DINING ROOM21'11" x 11'10"EL. 43.13m

(141.5')

KITCHEN16'0 x 20'4"

PANTRY4'5" x 8'2"

OFFICE8'1" x 12'5"

BEDROOM9'0" x 14'6"

LIVING ROOM8'2" x 12'6"

BATHROOM5'1" x 8'6"

BROOM

�

SKYLIGHT OVER

NOOK15'1" x 10'5"

�

FAMILY ROOM17"7 1/2" x 18'1"

SERVERYWINE WINE

Bench

MEI

LE G

AS

COO

KTO

P

chuteabove

chute

1 2 3 4 5

MEILE STACKINGW/D

Ben

ch

stor

age

abov

e

SPICE KITCHEN8'4" x 8'2"

Dro

p do

wn

fold

ing

tabl

e

Wood Deck4'0" x 16'11"

6

DN

DN

FOYER8'0" x 14'10"

�EL. 43.43m

(142.5')

EL. 43.13m(141.5')

EL. 43.07 m (141.3')

EL. 43.58m(142.5')

EL. 43.13 m(141.5')

EL.4

3.13

m(1

41.5

')


EL. 4

3.07

m (

141.3

')


EL. 43.37 m(142.3')

EL. 43.37 m(142.3')

DN

DN

DN

SPA7'9" X 6'8"

PRO

DN

DN

EL. 41.98m(137.72')EL. 44.49m

(136.13')

EL. 42.25m(138.64')


EL. 43.07 m (141.3')

EL. 43.07 m(141.3')

EL. 43.07 m(141.3')

BEA

CH T

ERRA

CEEL

.42.

15 m

(13

8.3'

)

POOL42'5" X 13'6"

EL. 42.61 m (139.8')EL. 42.15 m (138.3')

EL. 43.07 m(141.3')

REF

DN

MEDIA LOUNGE13'5" x 12'6"

EL. 4

3.13

m(1

41.5

')

EL. 43.13 m(141.5')

CHANGE6'0" x 8'2"

DN

EL. 43.81m(143.75')

DN

EL. 43.81m(143.75')

DN

EL. 43.81m(143.58')

EL. 43.81m(143.75')

EL. 43.74m(143.5')

ENTRY - EL. 43.37 m (142.3')


MAINENTRY

ROOF O/H ABOVE

ROOF O/H ABOVE

FENCE(TOP OF FENCE - 6' TALL MAX.)

TW 140.3

TW 139.8'BW 135.4'

GLASS RAILING

RETAINING WALL WITH FENCE OVERTOP OF FENCE AT 6' ABOVE GRADE

GLASS RAILING

TW 139.8'BW 138.3'

TW 138.3

GLASS RAILING

R 25

'-7 1/

4" [

R 7.

81m

]

EL. 42.82M (140.5')EXISTING GRADE AT TREE ROOTS OFFSITE TREE "D" (HIGH SIDE)

STAIR BUILT OVER EXISTINGGRADE TO PRESERVE

ROOTS AT OFFSITE TREE "D"

CANTILEVERED SLAB/SETBACK AT FOUNDATION

OVER/AROUND OFFSITETREE "D"

(HATCHED)5'-0" [1.53m]

OFFSITE TREE "D"

PROPERTY LIN

E

GEO

TECHN

ICAL SETBACKREA

R YARD SETBACK

28'-10 1/2" [8.8m]33'-0" [10.06m]

PROPERTY LINE

PROPERTY LINE

PLANTING SCREEN

6'-0

" [1

.84m

]SI

DEY

ARD

SET

BACK

EL. 43.13 m(141.5')

6'-0

" [1

.84m

]SI

DEY

ARD

SET

BACK

EL. 43.07 m(141.3')

EL. 43.37 m(142.3')

PERVIOUS SURFACE MATERIALS AT SIDE YARD PATHWAYUNIT PAVERS OR EQUIV.( INDICATED AS HATCHED)

NOTE:

SURFACES AT DRIVEWAY, AUTOCOURT AND A PORTION OF WALKWAY AT THE SOUTH SIDEYARD TO BE PERVIOUS (UNIT PAVERS OR EQUIV.)


Surrey, BC

PROJECT

CHECKED BY


DRAWN BYSCALE



1/8" = 1'0"

12/DEC/12




POOL DECK & REAR YARD A1.0b SITE PLAN

BETBL

01005





14/DEC/12



POOL DECK & REAR YARD1

NO

RTH


Surrey, BC

PROJECT

CHECKED BY


DRAWN BYSCALE

This drawing as an instrument of service is the property of Lamoureux Architect Incorporated, and may not be reproduced without the Architect s permission.All information shown on this drawing is for use on this specific project only and shall not be used otherwise without the written permission of the Architect.Contractors shall verify and be responsible for all dimensions on the job and this office shall be informed of any discrepancies and variations shown on the drawing.


1/8" = 1'0"

12/DEC/12




AT OFFSITE TREES C & D A1.0c FOUNDATION OUTLINE

BETBL

01005





14/DEC/12



46.70

46.76

46.82

46.74

46.83

46.88

4646

46.97

45.96

45.19

46.40

46.36

45.48

45.48

45.88

45.25

44.95

44.86

44.6544.0743.46

CTR

43.34

43.60

43.06

43.11

3CTR

43.40

43.82

44.01

44.62

CTR

44.54

44.42

43.0943.13

42.4141

.74

41.83

41.76

41.75

41.75

41.76

41.90

42.32

42.38

41.93

42.61

2CTR

CTR

CTR

CTR

CTRCTR

CTR

CTRCTR

CTR

CTR

3CTR

2CTR

CTRCTR

CTRCTR

CTR

CTR

3DTR

PP

PP

O/=0.30

O/=0.29

O/=0.78

O/=0.45O/=0.45

O/=0.54

O/=0.42

O/=0.70

O/=0.51O/=0.63

O/=0.85

O/=0.75 O/=0.70

O/=0.70

O/=0.35

O/=0.38

O/=0.50

O/=0.80

O/=0.30

O/=0.35

O/=0.85

O/=0.35O/=0.85

PP

PP

CTR

CTR

CTR

O/=0.60

O/=0.85

O/=0.95

CROW

N O

F ROAD

EDG

E OF

EDG

E OF

PA

PAVEM

ENT

DWELLING

POST

DRIVE WAY

DRIVE WAY

DRIVE WAYDRIVE WAY

DRIVE WAY

46


S INV. ELEV= 43.97m

SA

45.34

11PLAN 9181

4PLAN 1062

20.48

100.53

100.53

SOUTH 66 FEET LOT BPLAN 4915

AREA=2009.3 m2

45.8946

.26

45.98

45.46

45.09

44.65

44.76

45.26

45.04

44.78

44.33

43.92

44.11

45.98

46.37

44.81

44.31

42.74

43.93

45.26 46

.22

45.80

45.43

46.04

45.74

45.85

44.62

44.72

44.48

45.8945.39

45.19

44.83

44.58

44.17

43.7343.37

43.08

42.63

42.31

41.98

41.68

43.60

43.37

43.2243.15

43.03

42.56

42.08

41.82

41.70

43.13

CEDARO/:0.65

CEDARO/:0.35

DECID.O/:0.70

CEDARO/:0.80

CEDARO/:0.70

CEDARO/:0.80

CEDARO/:0.85CEDARO/:1.00

CEDARO/:0.90

CEDARO/:0.35

CEDARO/:0.75

CEDARO/:0.40

CEDARO/:1.05

PINEO/:0.35

PINEO/:0.35CEDARO/:0.90

3 4 5 7 8 9 106

3 4 5 7 8 9 106

AB

CD

EF

19-10 1/4

6.05

m2-9

0.84

m11-4

3.45

m5-4

1.63m

13-6

4.11

m

15 -11 1/2 4.86m 29 -3 8.92m 33 -10 3/8 10.32m 2 -11 7/8 0.91m 1 -4 0.4m43 -10 13.36m 2 -0 0.61m

15 -11 1/2 4.86m 29 -3 8.92m 33 -10 10.31m 3 -0 1/4 0.92m 1 -4 0.4m 43 -10 13.36m2 -0 0.61m

OFFSITE TREE C

OFFSITE TREE 226

R 18 -0 1/2 R 5.5m

1 -0

0.31m

VERI

FY

1-0

0.3m

FRON

T YARD SETBACK

6-0

1.84m

SID

EYA

RD S

ETBA

CK

33 -0 10.06m

AREA OF SET BACK FROM ORIGINAL PROPERTY LINE FOR ROAD DEDICATIONPER RE-ZONING APPLICATION: 39.75sq.m. 427.94 sf

FRON

T YARD PRO

PERTY LINE

AFTER RO

AD D

EDICATIO

N

PROPERTY LIN

E BEFO

RE ROAD

DED

ICATION

6 -4 1/2 1.94m

TREE 016

TREE 015

VERI

FY

VERI

FY

DRIVEWAY & SERVICE TRENCHROUTED AROUND OFFSITE TREE 226

R 25-7

1/4

R 7.81

m

EL. 42.82M 140.5EXISTING GRADE AT TREE ROOTS OFFSITE TREE D HIGH SIDE

OFFSITE TREE D

FOUNDATION WALL SET BACK AROUND OFFSITE TREE D

1 -0 0.3m

OCEAN

PARK ROAD

PROPERTY LINE

SID

EYA

RD S

ETBA

CK

PROPERTY LINE

6-0

1.84m

SID

EYA

RD S

ETBA

CK

6-0

1.84m

SID

EYA

RD S

ETBA

CK

GARAGE OVERSLAB ON GRADE AT NORTH EAST CORNER

OUTLINE OF BUILDING FOOTPRINT/FOUNDATION

5 -0 1.52m

CRITICAL ROOT ZONE AT OFFSITE TREE D

5 0 OFFSET FROM CRITICAL ROOT ZONE TO FOUNDATION WALL

CRITICAL ROOT ZONE AT OFFSITE TREE C

MAIN FLOOR SLABTO CANTILEVER OVER ROOT ZONEFOR OFFSITE TREE D HATCHED

NO

RTH


Surrey, BC

PROJECT

CHECKED BY


DRAWN BYSCALE



3/16" = 1'0"

12/DEC/12



w w w .l a m o u r e u x a r c h i t e c t . c a A2.1 MAIN FLOOR PLAN

BETBL

01005





14/DEC/12



NO

RTH

CATCHBASIN

SLOPE 1% MIN.SLOPE 1% MIN.

DN

DN

AUTOCOURT - EL. 43.76' m (143.58')

SLO

PE 1%

MIN

.SL

OPE

1% M

IN.

��

DN ��

UP




MUD ROOM7'11" x 12'1"

DINING ROOM21'11" x 11'10"EL. 43.13m

(141.5')

KITCHEN16'0 x 20'4"

PANTRY4'5" x 8'2"

OFFICE8'1" x 12'5"

BEDROOM9'0" x 14'6"


BATHROOM5'1" x 8'6"

BROOM

�

SKYLIGHT OVER

NOOK15'1" x 10'5"

�

FAMILY ROOM17"7 1/2" x 18'1"

SERVERYWINE WINE

Bench

MEI

LE G

AS

COO

KTO

P

chuteabove

chute

1 2 3 4 5

MEILE STACKINGW/D

Benc

h

stor

age

abov

e


Dro

p do

wn

fold

ing

tabl

e


6

DN

DN

FOYER8'0" x 14'10"

�EL. 43.43m

(142.5')

EL. 43.13m(141.5')

EL. 43.07 m (141.3')

EL. 43.58m(142.5')

EL. 43.13 m(141.5')

EL.4

3.13

m(1

41.5

')


EL. 4

3.07

m (

141.3

')


EL. 43.37 m(142.3')

EL. 43.37 m(142.3')

DN

DN

DN

SPA7'9" X 6'8"


DN

DN

EL. 41.98m(137.72')EL. 44.49m

(136.13')

EL. 42.25m(138.64')


EL. 43.07 m (141.3')

EL. 43.07 m(141.3')

EL. 43.07 m(141.3')

BEA

CH T

ERRA

CEEL

.42.

15 m

(13

8.3'

)

POOL42'5" X 13'6"

EL. 42.61 m (139.8')EL. 42.15 m (138.3')

EL. 43.07 m(141.3')

REF

4-CAR GARAGE42'9" x 21'6"

DN


EL. 4

3.13

m(1

41.5

')

EL. 43.13 m(141.5')

CHANGE6'0" x 8'2"

DN

EL. 43.81m(143.75')

DN

EL. 43.81m(143.75')

DN

EL. 43.81m(143.58')

EL. 43.81m(143.75')

EL. 43.74m(143.5')

ENTRY - EL. 43.37 m (142.3')


EL. 43.98m(144.3')

EL. 43.76 m(143.58')

2 3 4 5 7 8 9 10

AB

CD

EF

1 6

2 3 4 5 7 8 9 101 6

AB

CD

EF

19'-1

0 1/

4" [

6.05

m]

2'-9

" [0

.84m

]11

'-4"

[3.4

5m]

5'-4

" [1

.63m

]13

'-6"

[4.11

m]

19'-1

0 1/

4" [

6.05

m]

2'-9

" [0

.84m

]11

'-4"

[3.4

5m]

5'-4

" [1

.63m

]13

'-6"

[4.11

m]

6'-10 1/4" [2.09m] 12'-0 1/2" [3.67m] 15'-11 1/2" [4.86m] 29'-3" [8.92m] 33'-10 3/8" [10.32m]2'-11 7/8" [0.91m] 1'-4" [0.4m]

43'-10" [13.36m] 2'-0" [0.61m]

6'-10 1/4" [2.09m] 12'-0 1/2" [3.67m] 15'-11 1/2" [4.86m] 29'-3" [8.92m] 33'-10" [10.31m] 3'-0 1/4" [0.92m] 1'-4" [0.4m] 43'-10" [13.36m]2'-0" [0.61m]

EL. 139.7

EL. 139.5

EL. 138.7

EL. 138.5

EL. 138.7EL. 138.5

EL. 139.7

EL. 139.5

EL. 139.7

EL. 139.5

EL. 139.7

EL. 139.5

EL. 138.7EL. 138.5

ROOF O/H ABOVE

ROOF O/H ABOVE

DN

DN

��

DN ��

UP




MUD ROOM7'11" x 12'1"

DINING ROOM21'11" x 11'10"EL. 43.13m

(141.5')

KITCHEN16'0 x 20'4"

PANTRY4'5" x 8'2"

OFFICE8'1" x 12'5"

BEDROOM9'0" x 14'6"


BATHROOM5'1" x 8'6"

BROOM

�

SKYLIGHT OVER

NOOK15'1" x 10'5"

�

FAMILY ROOM17"7 1/2" x 18'1"

SERVERYWINE WINE

Bench

MEI

LE G

AS

COO

KTO

P

chuteabove

chute

1 2 3 4 5

DWMEILE STACKINGW/D

MEILE WASHER

Benc

h

stor

age

abov

e


Dro

p do

wn

fold

ing

tabl

e


6

DN

DN

FOYER8'0" x 14'10"

�EL. 43.43m

(142.5')

EL. 43.13m(141.5')

EL. 43.07 m (141.3')

EL. 43.58m(142.5')

EL. 43.13 m(141.5')

EL.4

3.13

m(1

41.5

')


EL. 4

3.07

m (

141.3

')


EL. 43.37 m(142.3')

EL. 43.37 m(142.3')

DN

DN

DN

SPA7'9" X 6'8"

DN

DN

EL. 41.98m(137.72')EL. 44.49m

(136.13')

EL. 42.25m(138.64')


EL. 43.07 m (141.3')

EL. 43.07 m(141.3')

EL. 43.07 m(141.3')

BEA

CH T

ERRA

CEEL

.42.

15 m

(13

8.3'

)

POOL42'5" X 13'6"

EL. 42.61 m (139.8')EL. 42.15 m (138.3')

EL. 43.07 m(141.3')

4-CAR GARAGE42'9" x 21'6"

DN


EL. 4

3.13

m(1

41.5

')

EL. 43.13 m(141.5')

CHANGE6'0" x 8'2"

DN

EL. 43.81m(143.75')

DN

EL. 43.81m(143.75')

DN

EL. 43.81m(143.58')

EL. 43.81m(143.75')

EL. 43.74m(143.5')


EL. 43.98m(144.3')

EL. 43.76 m(143.58')

2 3 4 5 7 8 9 10

AB

CD

EF

1 6

2 3 4 5 7 8 9 101 6

AB

CD

EF

19'-1

0 1/

4" [

6.05

m]

2'-9

" [0

.84m

]11

'-4"

[3.4

5m]

5'-4

" [1

.63m

]13

'-6"

[4.11

m]

19'-1

0 1/

4" [

6.05

m]

2'-9

" [0

.84m

]11

'-4"

[3.4

5m]

5'-4

" [1

.63m

]13

'-6"

[4.11

m]

6'-10 1/4" [2.09m] 12'-0 1/2" [3.67m] 15'-11 1/2" [4.86m] 29'-3" [8.92m] 33'-10 3/8" [10.32m]2'-11 7/8" [0.91m] 1'-4" [0.4m]

43'-10" [13.36m] 2'-0" [0.61m]

6'-10 1/4" [2.09m] 12'-0 1/2" [3.67m] 15'-11 1/2" [4.86m] 29'-3" [8.92m] 33'-10" [10.31m] 3'-0 1/4" [0.92m] 1'-4" [0.4m] 43'-10" [13.36m]2'-0" [0.61m]

HOT TUB


Surrey, BC

PROJECT

CHECKED BY


DRAWN BYSCALE



3/16" = 1'0"

12/DEC/12



w w w .l a m o u r e u x a r c h i t e c t . c a A3.0 BUILDING ELEVATIONS

BETBL

01005





14/DEC/12



13'-6" [4.11m] 5'-4" [1.63m] 11'-4" [3.45m] 2'-9" [0.84m] 19'-10 1/4" [6.05m]

A B C D E F

(131.15')

(142.5')

(140.10')

(153.85')

(169.15')

MAIN FLR. UPPER43.43 m

AVE. FIN. GRADE42.73 m

BASEMENTT.O. FIN. FLOOR

39.97m

2ND FLOORT.O.FIN. FLOOR

46.89 m

ROOF PEAK51.56 m

MAIN FLR. LOWER43.13 m

T.O TOP PLATE49.67 m

EAVE50.28 m

ROOF MID-POINT50.07 m

26'-1

1 3/4

" [8

.2m

]

(167.07')

(164.99')

(162.95')

(141.5')

9'-1

1/4"

[2.

77m

]11

'-4 1/

4" [

3.46

m]

11'-4

1/4"

[3.

46m

]

(143.75') GARAGE LEVEL43.82 m

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

1 2

3

2

9 9 95

5

5

3

51 2

6

9 9 9

5

M A T E R I A L L E G E N D1. ROOF(pitched)

1” standing seam metal over 1-ply torch -on SBS membrane

2. FASCIASpainted pre-finished aluminum flashing on 2 x wood substrate

3. SOFFITSstained (semi-transparent) T&G cedar

5. WALLS # 2Select Stone

6. WALLS # 3stained (semi-transparent) horizontal cedar

7. WALLS # 4Cast in Place Concrete

8. GUARD and HANDRAILS Structural Glass c/w Aluminum cap

9. WINDOWS Double glazed Aluminum Clad wood

10. DOORS Double glazed aluminum clad wood

11. SKYLIGHTS Double glazed Thermally broken,pre- finished aluminum Pressure plate typ.

12. GUTTERS/ DOWNSPOUTSPre-finished Painted Aluminum. Verify gutter profile. Downs to be 3” Diameter Min.

13. MISCELLANEOUS FLASHINGSPre-finished painted aluminum

18. CHIMNEYS 1” standing seam metal over peel and stick

EAST ELEVATIONSCALE: 3/16" = 1'-0"

1


Surrey, BC

PROJECT

CHECKED BY


DRAWN BYSCALE



3/16" = 1'0"

12/DEC/12




BETBL

01005





14/DEC/12



23-JAN-13 SHEET A3.1 RE-ISSUED FOR RE-ZONING APPLICATION

6 -10 1/4 2.09m 12 -0 1/2 3.67m 15 -11 1/2 4.86m 28 -11 8.81m 34 -2 10.41m3 -0 1/4 0.92m 1 -4 0.4m

43 -10 13.36m 2 -0 0.61m

1-6

EL. 41.60m 136.49

EL. 41.69m136.81

EL. 41.81m137.20

EL. 42.07m138.05

EL. 42.56m139.62

EL. 43.15m141.56

EL. 43.22m141.79

UPPER POOL TERRACEEL. 43.06m 141.3

LOWER BEACH TERRACEEL. 42.45m 138.3 3

-0

EL. 41.36m135.69

EL. 43.37m142.3

EL. 43.59m143.03

EL. 41.02134.59

131.15

142.5

140.10

153.85

169.15




39.97m


46.89 m

ROOF PEAK51.56 m



EAVE50.28 m


26-11 3/4

8.2m

167.07

164.99

162.95

141.5

9-1

1/4

2.77

m11-4

1/4

3.46

m11-4

1/4

3.46

m

143.75 GARAGE LEVEL43.82 m

2 3 4 5 7 8 10 1111 6

121

121

1

5 9 95

9

3

5 1 210 9

5

5 9

2 1 2

5 5 5 56 9 6 9 66

59

33

10 9

SKYLIGHT

LINE OF EXISTING GRADEAT PROPERTY LINERETAINING WALL

1010

11

MM A T E R I A L LL E G E N D11. ROOF pitched

1 standing seam metal over 1-ply torch - on SBS membrane


33. SOFFITSstained semi-transparent T&G cedar


66. WALLS # 3stained semi-transparent horizontal cedar






112. GUTTERS/ DOWNSPOUTSPre-finished Painted Aluminum. Verify gutter profile. Downs to be 3 Diameter Min.

113. MISCELLANEOUSFLASHINGSPre-finished painted aluminum

118. CHIMNEYS 1 standing seam metal over peel and stick

SOUTH ELEVATIONSCALE: 3/16 = 1 -0

1

23/ JAN /13


Surrey, BC

PROJECT

CHECKED BY


DRAWN BYSCALE



3/16" = 1'0"

12/DEC/12




BETBL

01005





14/DEC/12



23

45

78

910

ABCDEF

16

23

45

78

910

16

ABCDEF

19 -10 1/4 6.05m 2 -9 0.84m 11 -4 3.45m 5 -4 1.63m 13 -6 4.11m

131.15

142.5

140.10

153.85

169.15




39.97m


46.89 m

ROOF PEAK51.56 m



EAVE50.28 m


26-11 3/4

8.2m

167.07

164.99

162.95

141.5

9-1

1/4

2.77

m11-4

1/4

3.46

m11-4

1/4

3.46

m

143.75 GARAGE LEVEL43.82 m

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE

ABCDEF

3

55

9

9

9 910

109 5

6

3

1 2

SWIMMING POOL

MM A T E R I A L LL E G E N D11. ROOF pitched

1 standing seam metal over 1-ply torch - on SBS membrane


33. SOFFITSstained semi-transparent T&G cedar


66. WALLS # 3stained semi-transparent horizontal cedar






112. GUTTERS/ DOWNSPOUTSPre-finished Painted Aluminum. Verify gutter profile. Downs to be 3 Diameter Min.

113. MISCELLANEOUSFLASHINGSPre-finished painted aluminum

118. CHIMNEYS 1 standing seam metal over peel and stick

WEST ELEVATIONSCALE: 3/16 = 1 -0

1


Surrey, BC

PROJECT

CHECKED BY


DRAWN BYSCALE



3/16" = 1'0"

12/DEC/12




BETBL

01005





14/DEC/12



NORTH ELEVATIONSCALE: 3/16" = 1'-0"

1

2345781011 116

2'-0" [0.61m] 43'-10" [13.36m]1'-4" [0.4m]

3'-0 1/4" [0.92m] 34'-2" [10.41m] 28'-11" [8.81m] 15'-11 1/2" [4.86m] 12'-0 1/2" [3.67m] 6'-10 1/4" [2.09m]

EL. 41.18m(135.12')

EL. 41.68m(136.75')

EL. 42.31m(138.82')

EL. 42.63m(139.87')

EL. 43.37m(142.3')

EL. 43.73m(143.48')

EL. 44.17m(144.92')

EL. 41.98m(137.74')

EL. 41.44m(135.98')

EL. 43.07m(141.32')

(131.15')

(142.5')

(140.10')

(153.85')

(169.15')




39.97m


46.89 m

ROOF PEAK51.56 m



EAVE50.28 m


26'-1

1 3/4

" [8

.2m

]

(167.07')

(164.99')

(162.95')

(141.5')

9'-1

1/4"

[2.

77m

]11

'-4 1/

4" [

3.46

m]

11'-4

1/4"

[3.

46m

]

(143.75') GARAGE LEVEL43.82 m

121

121

1 :12

6

51 2 9 5

1

10 106

9 9

2

6

6

LINE OF EXISTING GRADEAT PROPERTY LINE

SKYLIGHT

LINE OF NATURAL GRADE

M A T E R I A L L E G E N D1. ROOF(pitched)

1” standing seam metal over 1-ply torch -on SBS membrane


3. SOFFITSstained (semi-transparent) T&G cedar


6. WALLS # 3stained (semi-transparent) horizontal cedar






12. GUTTERS/ DOWNSPOUTSPre-finished Painted Aluminum. Verify gutter profile. Downs to be 3” Diameter Min.

13. MISCELLANEOUS FLASHINGSPre-finished painted aluminum

18. CHIMNEYS 1” standing seam metal over peel and stick

ktSG'RREY ~ the future lives here.

INTER-OFFICE MEMO

TO: Manager, Area Planning & Development - South Surrey Division Planning and Development Department

FROM: Development Project Engineer, Engineering Department

DATE: December 14, 2012

RE: Engineering Requirements Location: 1657 Ocean Park Rd.

PROJECT FILE:

REZONE

Property and Right-of Way Requirements • Dedicate 1.942 metres on Ocean Park Road for a total of 24.000 metres; and • Provide o.soo metres wide statutory right-of-way along Ocean Park Road.

Works and Services • Provide cash-in-lieu for the construction of the west side of Ocean Park Road to the

Through Local standard. • Provide cash-in-lieu for the construction of a minimum 6.o metre wide concrete letdown. • Install service connections per current standards. • Pay sanitary latecomer charges.

A Servicing Agreement is required prior to Rezone.

Bob Ambardar, P.Eng. Development Project Engineer

HB

NOTE: Detailed Land Development Engineering Review available on file

MJ4

Text Box

APPENDIX III

CITY OF SURREY

(the "City")

DEVELOPMENT VARIANCE PERMIT

NO.: 7911‐0169‐00 Issued To: KARTAR S GREWAL JASMAIL K GREWAL ("the Owner") Address of Owner: 18631 ‐ 64A Avenue Surrey, BC V3S 8X3 1. This development variance permit is issued subject to compliance by the Owner with all

statutes, by‐laws, orders, regulations or agreements, except as specifically varied by this development variance permit.

2. This development variance permit applies to that real property including land with or

without improvements located within the City of Surrey, with the legal description and civic address as follows:

Parcel Identifier: 005‐956‐986

South 66 feet Lot "B" Section 18 Township 1 New Westminster District Plan 4915

1657 ‐ Ocean Park Road

(the "Land") 3. Surrey Zoning By‐law, 1993, No. 12000, as amended is varied as follows:

(a) In Section E of Part 15B "Single Family Residential Oceanfront Zone (RF‐O)" the maximum Lot Coverage is increased from 25% to 37%;

(b) In Sub‐Section E.17.(b) of Part 4 "General Provisions" stairs consisting of a

maximum of ten (10) risers may encroach into the north side yard setback area; and

(c) In Sub‐Section E.17.(c) of Part 4 "General Provisions" the maximum permitted

height of a structure encroaching into the building setback area is increased as follows:

i. from 0.6 metre (2 ft.) to 1.4 metre (4.6 ft.) above finished grade in the south

side yard setback; and

MJ4

Text Box

APPENDIX IV

- 2 -

ii. from 0.6 metre (2 ft.) to 1.2 metre (4 ft.) above finished grade in the rear yard setback.

4. This development variance permit applies to only that portion of the buildings and structures on the Land shown on Schedule A which is attached hereto and forms part of this development variance permit.

5. The Land shall be developed strictly in accordance with the terms and conditions and

provisions of this development variance permit. 6. This development variance permit shall lapse if the Owner does not substantially start any

construction with respect to which this development variance permit is issued, within two (2) years after the date this development variance permit is issued.

7. The terms of this development variance permit or any amendment to it, are binding on all

persons who acquire an interest in the Land. 8. This development variance permit is not a building permit. AUTHORIZING RESOLUTION PASSED BY THE COUNCIL, THE DAY OF , 20 . ISSUED THIS DAY OF , 20 . ______________________________________ Mayor – Dianne L. Watts ______________________________________ City Clerk – Jane Sullivan \\file‐server1\net‐data\csdc\generate\areaprod\save\4287565050.doc MJ 1/23/13 2:19 PM


Surrey, BC

PROJECT

CHECKED BY


DRAWN BYSCALE



12/DEC/12




SECTION SKETCHES A1.0 SITE PLAN & SIDE YARD

BETBL

01005





14/DEC/12



46.70

46.7646.82

46.7446.83

46.88

46.92

47.01

46.93

46.97

47.05

45.96

45.19

46.4046.36

45.48

45.48

45.88

45.25

44.95

44.86

44.6544.0743.46

CTR

43.34

43.60

43.06

43.11 3CTR

43.40

43.82

44.01

44.62

CTR

44.54

44.42

43.09

43.13

42.4141.7

4

41.83

41.76

41.75

41.75

41.76

41.90

42.32

42.38

41.93

42.6141.5

5

41.64

41.58

41.10

40.64

39.75

39.42

39.10

38.98

38.86

38.37

39.90

40.46

41.35

41.41

41.50

40.10

2CTR

CTR

CTR

CTR

CTRCTR

CTR

CTR

SECTION 18

(15')

CTRCTR

CTR

3CTR

2CTR

CTRCTR

CTRCTR

CTR

CTR

CTR

CTR

CTR 3DTR

PP

PP

Ø=1.50

Ø=0.95

Ø=1.00

Ø=0.30

Ø=0.29

Ø=0.78

Ø=0.45Ø=0.45

Ø=0.54

Ø=0.42

Ø=0.70

Ø=0.51Ø=0.63

Ø=0.85

Ø=0.75 Ø=0.70

Ø=0.70

Ø=0.35

Ø=0.38

Ø=0.50

Ø=0.80

Ø=0.30

Ø=0.35

Ø=0.85

Ø=0.35Ø=0.85

PP

PP

CTR

CTR

CTR

OF

TOP

BANK

Ø=0.60

Ø=0.85

Ø=0.95

CROW

N O

F ROAD

EDG

E OF

EDG

E OF

PAVEMEN

T

PAVEMEN

T

EXISTING DWELLING

POST

DRIVE WAY

DRIVE WAY

DRIVE WAYDRIVE WAY

DRIVE WAY


N INV. ELEV= 45.62m

STM MH

47.65

46.00 46.02


S INV. ELEV= 43.97m

SAN MH


INV. NOT ACCESSIABLE

STM MH

144.77

129.48

OCEAN

PARK ROAD

45.34

11PLAN 9181

4PLAN 1062

LANE

20.48

100.53

100.53

20.48


AREA=2009.3 m2

4.57

FRACTIONALSOUTH 1/2

Rem

46.98

45.89

40.57

46.26

45.98

45.46

45.09

44.65

44.76

45.26

45.04

44.78

44.33

43.92

44.11

45.98

46.37

44.81

44.31

42.74

43.93

45.26 46.22

45.80

45.43

46.0445.7

445.8

5

44.62

44.72

44.48

45.89

45.39

45.19

44.83

44.58

44.17

43.73

43.37

43.08

42.63

42.31

41.98

41.6841.4

5

40.72

41.0440.21

41.1840.67

40.20

39.90

39.69

39.89

40.89

41.32

41.3740.99

40.4340.59

40.73

43.60

43.37

43.22

43.15

43.03

42.56

42.08

41.82

41.70

41.57

41.36

41.02

40.32

40.74

41.41

43.13

CEDARØ:0.65

CEDARØ:0.35

DECID.Ø:0.70

CEDARØ:0.80

CEDARØ:0.70

CEDARØ:0.80


CEDARØ:0.90

CEDARØ:0.35

CEDARØ:0.75

CEDARØ:0.40

CEDARØ:1.05

PINEØ:0.35


CEDARØ:0.65

CEDARØ:0.90

CEDARØ:1.60


CEDARØ:0.70

CATCHBASIN

AUTOCOURT - EL. 43.76' m (143.58')

45.89

46.044544

.7445.8

5454

454

43.03

42.56

42.08

41.82

41.70

41.57

41.36

42.63

42.31

41.98

41.6841.4

5

41.1840.67

45.26

45.04

44.78

44.33

44.11

43.60

43.37

43.22

43.15

42.56

42.08

41.82

45.89

45.39

45.19

44.83

44.58

43.73

43.37

43.08

��DN �

�UP

chuteabove

chute

1 2 3 4 5 6

EL. 43.43m(142.5')

EL. 43.58m(142.5')

EL. 43.13 m(141.5')

EL.4

3.13

m(1

41.5

')



EL. 43.37 m(142.3')

EL. 43.37 m(142.3')

SPA7'9" X 6'8"

EL. 46.79m (153.53')

EL. 153.83

EL. 46.43m (152.33')8%

2%




EL. 43.07 m (141.3')

BEA

CH T

ERRA

CEEL

.42.

15 m

(13

8.3'

)

POOL42'5" X 13'6"

REF

��PUPU�

�N

))

�DN

8m.5').5')

3.58m142 5. 43 5

((14EL.E

m)5')

13 m41.5')43.13

((141

EL(1

4

L. 43(1

EL.4

3(1

41.5

EL

43.13 .5

')13 m )m

REFR

1 2 3 44 5 6

mm43m42 ).5')

8"6'8"6'8A

X 6PA

9 X EL. 43.4((142

SPA7'9"

SP7'9

S7

eveute

abovehchut

ab

techutec

R 25'-7 1/8"[R 7.8m]

R 18'-0 1/2"[R 5.5m]

1'-0"[0.3m]

1'-0"

[0.3

m]

VERI

FY

EL. 43.13 m(141.5')

EL. 43.81m(143.75')

EL. 43.81m(143.75')

EL. 43.81m(143.58')

EL. 43.81m(143.75')

EL. 43.74m(143.5')

ENTRY - EL. 43.37 m (142.3')


EL. 43.98m(144.3')

EL. 43.76 m(143.58')

MAINENTRY

137.16'E 41.81m

A 43.36m143.84'

B 43.36m142.26'

C 43.12m 141.47'

139.84'D 42.62m

4

5

2 3

SERVICE TRENCH AT DRIVEWAY (DOTTED)

DRIVEWAY ROUTED AROUND OFFSITE TREE 226

PORTION OF MAIN FLOOR SLAB CANTILEVERED OVER ROOTS OF OFFSITE TREE "D" (SHADED)LINE OF FOUNDATION

BELOW (SHADED)

STAIR BUILT OVEREXISTING GRADE TOPRESERVE ROOTS AT

OFFSITE TREE "D"

LOT COVERAGE AT RESIDENCE: 492.40sq.m. (5298.43 sf)TERRACE/LANDSCAPED SURFACES AT

GREATER THAN 2'0" ABOVE EXISTINGGRADE PROPOSED: 219.56 sq.m. (2363.37 sf)

LOT COVERAGE INCREASES TO 36.14%

EL. 42.82m (140.5') EXISTING GRADE AT BUILDING

OFFSITE TREE "D"

OFFSITE TREE "C"

OFFSITE TREE "226"

PROPERTY LINEF 41.46m136.04'

PROPERTY LINE

PROPERTY LIN

E

33'-0" [10.06m]

28'-11 1/4" [8.82m]

GEO

TECHN

ICAL SETBACKREAR YARD

SETBACK

6'-0

"6'

-0"

33'-0" [10.06m]

PROPERTY LIN

E

FRON

T YARD SETBACK

EXISTING BUILDING(TO BE DEMOLISHED)

6'-4 1/2" [1.94m]

AREA OF SET BACK FROM ORIGINAL PROPERTY LINE FOR ROAD DEDICATIONPER RE-ZONING APPLICATION39.75 sq.m. (427.94sf)

TREE 16

TREE 15

PERVIOUS SURFACE AT SOUTH SIDEYARDWALKWAY (SEE SHEET A1.0b)

NOTE:

SURFACES AT DRIVEWAY, AUTOCOURT AND A PORTION OFWALKWAY AT THE SOUTH SIDEYARD TO BE PERVIOUS (UNIT PAVERS OR EQUIV.)

5'-0"[1.52m]

TREE 15


ROOT ZONES

NO

RTH

AVERAGE GRADE - EXISTING

POINT ELEVATION - m ELEVATION - ft.

A 44 m 144 ft.B 43 m 142 ft.C 43 m 141 ft.D 43 m 140 ft.E 42 m 137 ft.F 41 m 136 ft.

AVE. (TOTAL/5) : 43 m 140 ft.

MAX. ALLOWABLE HEIGHT 52 m 170 ft.@ MIDPOINT OF ROOF

AVE. FIN. GRADE + 9m (30')

LOT AREA (Net Area After Road Dedication) 21199.96 sf 1969.54 sq.m.

LOT COVERAGE % AREA SF AREA sq.m.

RESIDENCE & OUTDOOR COVERED AREAS 25.00 % 5299.99 sf 492.38 sq.m.AREAS OF RAISED TERRACES/LANDSCAPING 11.15 % 2363.37 sf 219.56 sq.m.Totals 36.15 % 7663.36 sf 492.38 sq.m.

LOT COVERAGE ALLOWABLE (RF-O ZONING) 25.00 %LOT COVERAGE PROPOSED* 36.15 %

*NOTES: -VARIANCE OF 11.15% TO ALLOWABLE SITE COVERAGE SOUGHT TO ACCOMODATE EXTERIOR TERRACES/LANDSCAPING RAISED AT MORE THAN 2FT. ABOVE FINISHED GRADE SET TO MEET MAIN FLOOR ELEVATION. -ELEVATION OF MAIN FLR. SET TO CANTILEVER OVER/PRESERVE ROOT FEILD OF OFFSITE TREE "D" (SEE ARBORIST REPORT).-TERRACED AREAS INCLUDED IN VARIANCE SOUGHT DO NOT POSE AN INCREASE SITE DENSITY/F.A.R.

FLOOR AREAS AREA SF AREA sq.m.

UPPER FLOOR 2370.84 sf 220.26 sq.m.MAIN FLOOR (Including Garage) 4413.10 sf 409.99 sq.m.BASEMENT Exempt sf Exempt sq.m.Total Floor Area 6783.94 sf 630.25 sq.m.

FLOOR AREA RATIO/DENSITY ALLOWABLE 0.32 6783.99 sf 630.25 sq.m. (RF-0 Zoning 0.32 x Site Area 21627.9 sf =6920.93 sf)

CRITICAL ELEVATIONS HEIGHT F HEIGHT M

MAIN FLOOR (UPPER) 142.5 sf 43.46 mMAIN FLOOR (LOWER)* 141.5 sf 43.16 mUPPER EXTERIOR POOL TERRACE 141.3 sf 43.10 mLOWER EXTERIOR BEACH TERRACE 138.3 sf 42.18 m

* HEIGHT OF FINISHED FLOOR AT MAIN FLOOR (LOWER) SET AT 12" ABOVE THE EXISTING GRADE AT OFFSITE TREE "D" (HIGH SIDE) TO CANTILEVER OVER ROOTS



2'-3

1/4"

POOL

SOU

TH P

ROPE

RTY

LIN

E




6'-0

"

BEACH TERRACE LOWEREL. 42.15 m/138.3'



2'-1

1 7/8

"

POOL

SOU

TH P

ROPE

RTY

LIN

E



LANDING - SIDEYARDEL. 42.61 m/139.8'


6'-0

"



3'-5

3/4

"

SOU

TH P

ROPE

RTY

LIN

E



6'-0

"


TOP OF LANDING AT STAIREL. 43.06m/141.3'



NO

RTH

PRO

PERT

Y LI

NE

STAIR UP TO CHANGE ROOM BUILT ATOR ABOVE EXISTING GRADE TO

PRESERVE OFFSITE TREE "D"6'0" FENCE AT P.L.

3'-6

3/4

"

SITE PLAN1/16"=1'0'

1A1.0


2A1.0


3A1.0


4A1.0

SECTION AT NORTH SIDE YARD1/4"=1'0'

5A1.0

MJ4

Text Box

SCHEDULE A

MIKE FADUM AND ASSOCIATES LTD.VEGETATION CONSULTANTS

Mike Fadum and Associates Ltd.#105, 8277-129 Street, Surrey, BC, V3W 0A6

Phone 778-593-0300 Fax 778-593-0302

SURREY TREE PRESERVATION SUMMARY

Surrey Project No: 11-0169-00Project Location: 1657 Ocean Park Road, Surrey, BCArborist: Peter Mennel ISA (PN-5611A)

Detailed Assessment of the existing trees or an Arborist’s Report is submitted on file. The following is a summary of the tree assessment report for quick reference.

1. General Tree Assessment The site contains a mixture of native coniferous and broadleaf species forming a closed canopy across the east half of the site and a few mature conifers at the west end. The trees are generally of moderate to good structure and health although ivy has begun to infest a number of trees.

2. Summary of Proposed Tree Removal and Replacement

Number of Protected Trees identified (A) 19Number of Protected Trees declared hazardous due to natural causes (B) 0Number of Protected Trees to be removed (C) 9Number of Protected Trees to be retained (A-C) (D) 10Number of Replacement Trees required (0 alder and cottonwood X 1 and 9 others X 2) (E) 18Number of Replacement Trees proposed (F) 18Number of Replacement Trees in deficit (E-F) (G) 0Total number of Prot. and Rep. Trees on site (D+F) (H) 28Number of lots proposed in the project (I) 1Average number of Trees per Lot (H/I) (J) 28

3. Tree Survey and Preservation/Replacement Plan

Tree Survey and Preservation Plan is attached. The Replacement Plan will be prepared and submitted by others.

Summary and plan prepared and submitted by Mike Fadum and Associates Ltd.

Date: December 14, 2012Revised: January 17, 2013

MJ4

Text Box

APPENDIX V

/ /

" " ...__

~ tt\

o""""7

LEGEND

~----/ /-,.._ I (/- K-----1 1/ " r""'Q:;_rS \\ \ \ ·- J //

\. "- / j/ '-~-/

/------.... / "

I \. I \ 1 Ollflo \

I

0 5 10 20

~ J METERII

0 TREE TO BE RETAINED (-~, MINIMUM NO DISTURBANCE ZONE ,_j (6X DIAMETER AS PER CITY OF

SURREY POLICY) 0 TREE TO BE REMOVED

MIKE FADUM AND ASSOCIATES LTD VEGETATION CONSULTANTS

1105, 8277 1218l. Swrer, B ... h Cak.nrillll V'NIOM Pn,rnaJ~«rnaJMol01oo(M4)~ l!mii:~.GI

FOR TREB5 0051.001 LEAVE 8T\JMP61N PlACE OR STUMP GRN) ONLY ---

0 ~r1allt fh!s•rnd. Th1• lllrwwlng ~;~nd -lgn 1oo II•• pNpoorty of wru ,.~<11.1m andA-1.t••lH.arwl 111a7ftlltb• ,.~..,diKIM Clr uoeolll for alhoor p~Kt. wr1ha..t U111'1- p•rma.!on.

'-.. / --

1657 OCEAN PARK RD.

SURREY, B.C.

---

0

~ -o

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•

MJ4

Text Box

APPENDIX VI

/ /

.........

\ .----

00/!DA'

---------/ _,.....-, I /.r-- y"""~"""""'-1 vOBH~cr(l\ .__ \ \ -v,;.. J J I ........ ~ \. "'-- / )"

'- --?

/:; :.--=-.: ~" I / \. \

I I \

I @ UM \\

""" j I I

,..----.......... "/---~ ......... ,

-~-··~-(( ;~09C \\

D 15 10 20

~I METEJUI ---.

LEGEND

0 ~-,

I I I I '-~

TREE TO BE RETAINED

MINIMUM NO DISTURBANCE ZONE (6X DIAMETER AS PER CITY OF SURREY POLICY)

0 ARBORIST TO MONITOR CONBTRUCTION.

ADJUSTMENTS MAY BE NECESSARY.

--- TREE PROTECTION FENCING

NOTE: TREE PROTECTION FENCING SHALL BE CONSTRUCTED TO MUNICIPAL STANDARDS.

1105, 8277 1218l.


Swrer, B ... h Cak.nrillll V'NIOM Pn:rnaJ,_rnaJMo!Oioo(M4)~ l!mii:~.GI


--

oo:m

---. / --

1657 OCEAN PARK RD.

SURREY, B.C.

0 ~ ~ -o

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•

/ ~---/ /~,

I ;/-"- y--~---1 v OI!Hco<:r (,,

/:--=--=--=-~" I / \ \

I I \ /-- ..............

\ \ ·- J // \. "--- / )/ '--~7

I 0 7.8M \' 09D I I ,

, /-- ......... ' ~-~"('( ;Lmc \\

\ --~-----/

/

o""""7

\ .......

'-.. /

LEGEND

0 TREE TO BE RETAINED

0 REPLACEMENT TREE

;-, I I \ I ,_;

MINIMUM NO DISTURBANCE ZONE (6X DIAMETER AS PER CITY OF SURREY POLICY)

D 5 10 20

~"'""'"'"""''"'] METERS

NOlC: NINE ONSITE TREES TO BE REMOVED AS PER TREE REMOVAL AND REPLACEMENT PLAN. EIGHTEEN REPLACEMENT TREES AS REQUIRED AT A RATIO OF 2:1. FINAL TREE L.OCATIONS TO BE SITE VERIFIED.

NOTE: TREE PROTECTION FENCING SHALL BE CONSTRUCTED TO MUNICIPAL STANDARDS.


1105, 8277 1218l. Swrer, B ... h Cak.nrillll V'NIOM Pn,rnaJ~«rnaJMol01oo(M4)~ l!mii:~.GI


--0

\ "'0

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06Z11

'-.. /

~-

0 1657 OCEAN PARK RD.

SURREY, B.C.

Documents

· • Complies with OCP Designation. • The proposed development complies with the criteria of the RF-O Zone. • The applicant has demonstrated community support for the proposal