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467 Royal Bay Drive - Updated Site Plan (May 2013)

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Updated Site Plan (May 2013)
1
May 10, 2013 SITE GRADES, BUILDING HEIGHTS REVISED REZONING APPLICATION APR. 15, 2013 REZONING APPLICATION Oct. 11, 2012 ISSUED FOR REVISIONS Tel (250) 477 2934 Fax (250) 477 3083 2335 ARBUTUS ROAD , VICTORIA BC V8N 1V6 MISRA ARCHITECT LTD. NOTE : This is a copyright drawing and shall not be reproduced or revised without written permission and must be returned at completion of work or upon request. The contractor shall check and verify all dimensions and report all errors and omissions to the architect. Drawings must not be scaled. This drawing shall not be used for construction purposes until so approved. PROJECT NO. 12:03 A-101 DRAWN SCALE : AS NOTED PKM N LEGEND: EXISTING GRADE FINISHED GRADE SITE PLAN SEP. 28, 2012 COLWOOD ,B.C. FOR ULAND DEVELOPMENT CORP. 00.000 M 00.000 M 1 A101 SITE PLAN Scale: 1" = 32'-0" SEPT. 5,12 SCHEMATIC DESIGN - PRESENTATION TO CITY PROPOSED ROYAL BAY WOODS ON 467 ROYAL BAY DRIVE Nov. 20, 2012 AS PER PLANNING DEPt. DESIGN DATA: LEGAL : LOT '1', SECTION 39, ESQUIMALT DISTRICT, PLAN VIP80197 CIVIC ADDRESS : ROVAL BAY DRIVE ZONING: PRESENT ZONE = RBCD1 PROPOSED ZONE = CD TOTAL SITE AREA: 151 776.10 SQ. FT. ( 14100.00 Sq. M ) PROPOSED GROSS FLOOR AREA : BUILDING 'A' = 65 110 BUILDING 'B' = 9 062 BUILDING 'C' = 6 042 BUILDING 'D' = 8 562 BUILDING 'E' = 9 030 BUILDING 'F' = 6 073 TOTAL =103 879. SQ. FT. ( 9 650.36 Sq. M ) F.S.R. = PROVIDED : 0.684 NO. OF UNITS : BLDG. 'A' =45 TOWNHOUSES BLDG. 'B' = 6 TOWNHOUSES BLDG. 'C' = 4 TOWNHOUSES BLDG. 'D' = 5 TOWNHOUSES BLDG. 'E' = 6 TOWNHOUSES BLDG. 'F' = 4 TOWNHOUSES TOTAL = 70 UNITS SITE COVERAGE : REQUIRED : PROVIDED : 45 373 SQ. FT. ( 4 215.15 SQ. M. ) 29.89% OPEN SPACE AREA ( EXCLUDING PAVED AREAS ) : ( 7 442.28 SQ. M. ) 52.78% AMENITY AREAS : - AREA BETWEEN BUILDING 'A' & BUILDING 'B', 'C' = 1 661.70 SQ. M. - ALL TOWNHOUSES SHALL HAVE LEISURE SPACE OF MIN. 15 SQ. M. WITH NO DIMENSION LESS THAN 3 M. PARKING : REQUIRED: 70 X 2 = 140 CARS PROVIDED: 140 STALLS ( INCLUDES 3 HC STALLS, 85 SECURED + 52 SURFACE ) BICYCLES: 142 SPACES (INCLUDES 10 CAGES IN GARAGE + 60 HOOKS & 12 BIKE STANDS OF 6 EACH ON SURAFCE ) CODE ANALYSIS : REFERENCE : BRITISH COLUMBIA BUILDING CODE 2012 - 3.2.2.50 BLOCKS TOWNHOUSES - PART 9 USE AND OCCUPANCY : RESIDENTIAL GROUP : 'C' NO. OF STOREYS : 3 + BASEMENT PARKING LEVEL MAX. CONSTRUCTION : COMBUSTIBLE & NON-COMBUSTIBLE SPRINKLERS : BUILDING 'A' - YES ( NFPA 13R ) EXT. CLADDING: BUILDING 'A' = NON-COMBUSTIBLE STREET FACING : 1 BUILDING AREA: BUILDING 'A' = 2 207.92 SQ. M. FIRE SEPARATIONS : ROOF - NO FLOORS - 1 HR. PARKING BASEMENT = 2 HRS WALLS - VERTICAL SERVICE SPACE = 1 HR. LOADBEARING WALLS & COLUMNS = 1 HR MAX. TRAVEL DISTANCE : RESIDENTIAL = 30 M BASEMENT PARKING = 45 M KEY PLAN N.T.S Apr. 9, 2013 AS PER MEET'G W/ PLANNING DEPt. GENERAL NOTES 1. ALL SURVEY INFORMATION AND EXISTING CONDITIONS ARE TAKEN FROM THE SURVEY PLAN PROVIDED BY McILVANEY RILEY LAND SURVEYING INC., BC LAND SURVEYOR 2. GEOTECHNICAL INVESTIGATION REPORT WAS PREPARED BY --------------------- 3. ALL DIMENSIONS ARE IN IMPERIAL (FEET AND INCHES) AND ALL GRADES ARE GEODETIC AND IN METRIC , FOR BUILDING REFER TO SITE PLAN. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND GRADE ELEVATIONS ON SITE BEFORE PROCEEDING WITH THE WORK AND CO-ORDINATE THE WORK OF ALL SUBTRADES. FOR INCONSISTENCIES CONTACT THE CONSULTANTS. 5. ALL WORK IS REQUIRED TO BE DONE AS PER PRESENT B.C.BUILDING CODE 2006, CITY OF COLWOOD BY-LAWS AND AUTHORITIES HAVING JURISDICTION 6. REFER TO REPORT FROM GHL CONSULTANTS LTD. FOR SPRINKLERS AND EXIT PROTECTION. 7. ALL EXPOSED CONCRETE SURFACES TO BE PAINTED 8. ALL COLORS FOR CONCRETE SIDING, CONCRETE, EXPOSED STEEL AND INTERIOR WALLS ARE TO BE AS SELECTED BY THE CONSULTANT. 9. ALL PARKING LINES AND HC SIGN TO BE PAINTED 4" WIDE - WHITE COLOUR, TYPICAL. HEIGHT CALCUTAIONS - SEE DRAWINGS A-202, A-203 & A-402 BUILDING 'A' : AVERAGE EXISTING GRADE : ( 80.00 + 79.40 + 79.30 + 79.30 ) / 4 = 79.50 M BUILDING HEIGHT = 9.42 M BUILDING 'B' : AVERAGE EXISTING GRADE : ( 73.45 + 72.75 + 77.10 + 78.50 ) / 4 = 75.45 M BUILDING HEIGHT = 6.626 M BUILDING 'C' : AVERAGE EXISTING GRADE : ( 76.00 + 75.80 + 72.70 + 73.55 ) / 4 = 74.5125 M BUILDING HEIGHT = 5.264 M BUILDING 'D' : AVERAGE EXISTING GRADE : ( 71.80 + 65.60 + 76.00 + 72.70 ) / 4 = 71.525 M BUILDING HEIGHT = 8.252 M BUILDING 'E' : AVERAGE EXISTING GRADE : ( 71.90 + 75.00 + 78.30 + 80.50 ) / 4 = 76.425 M BUILDING HEIGHT = 6.354 M BUILDING 'F' : AVERAGE EXISTING GRADE : ( 81.50 + 78.15 + 79.70 + 80.00 ) / 4 = 79.8375 M BUILDING HEIGHT = 5.239 M 9 10 11 12 M M M M M g I concrete sidewalk 16 Rem E Plan VIP58414 Royal Bay Drive SRW Plan VIP76818 concrete sidewalk mountable curb Promenade Crescent SRW Plan VIP80200 Strata Plan VIS5626 Pt 1 Plan 6906 Stm Stm Water Stm Stm Hydro Hydro Telus Shaw Box Box Box Box Hydro Box Telus Box Shaw Box 79 80 80.5 80 79 78 77 76.5 65 66 67 79.5 Plan VIP76817 35.83 40.17 141.67 100.18 33.94 25.25 123.92 edge of lawn wood fence wood fence wood fence top of rock retaining wall Road Inv= 75.33m LS Concrete Culvert 80 mountable curb edge of pavement concrete sidewalk BM Elevation at Cut Cross =80.58 m Bench Mark 49.24 ¯= 0.75m SRW Plan VIP76818 13 14 15 Park concrete sidewalk 64 67.5 68 69 70 71 72 73 74 75 63 64 65 66 67 64 65 66 67 68 69 70 71 71.5 69 70 71 72 73 74 75 76 77 78 79 80 79.5 67 66.5 Storey Single Building 5013TOPOG_AMD File: #113 - 2244 Sooke Road Victoria, B.C. V9B 1X1 (250) 474-5538 McIlvaney Riley Land Surveying Inc. 0 3 3 6 9 12 Scale 1:300 Metres 15 Legend: when plotted at a scale of 1:300 559 mm in width by 864 mm in height (D size) The intended plot size of this plan is www.mrls.ca 18 July 2012 Elevations are in metres, based on geodetic datum, and derived from geodetic control monuments 87H3424 All distances are in metres and decimals thereof unless otherwise indicated. (elevation= 90.258m) and 87H3425 (elevation= 91.218). Dimensions are derived from Land Title Office records. denotes lamp standard denotes 0.1 m decorative tree denotes fence line denotes concrete sidewalk X LS denotes water valve denotes invert elevation denotes manhole M Inv= denotes water main denotes catch basin denotes curb/gutter denotes irrigation control I denotes gas line g denotes utility connection Contour Interval= 0.5 m Site Area= 1.41 ha Zone= RBCD1 denotes storm sewer stm denotes bench mark BM denotes diameter ¯ updated 24 August 2012 'City of Colwood' Topography Plan of Lot 1, Section 39, Esquimalt District, Plan VIP80197. 65 66 64 78 80 UP UP 8% 77.80 M T.O.M. FL. 77.50 M 77.40 M 76.20 M 75.00 M 71.60 M TYPE 'B' TYPE 'B' 76.50 M 76.80 M T.O.M. FL. 75.20 M 75.50 M T.O.M. FL. 73.80 M 74.30 M 74.60 M T.O.M. FL. 73.00 M 73.30 M T.O.M. FL. 76.00 M 73.10 M 77.60 M 76.60 M 76.75 M 74.40 M 72.50 M T.O.M. FL. 72.60 M 71.60 M 72.20 M TYPE 'A' TYPE 'A' TYPE 'B' TYPE 'B' TYPE 'B' 72.20 M 71.60 M 68.26 M HC ACCESS 72.50 M T.O.M. FL. 72.80 M 77.80 M T.O.M. FL. 76.80 M T.O.M. FL. 76.60 M 75.50 M T.O.M. FL. 74.60 M T.O.M. FL. 74.40 M 73.30 M T.O.M. FL. 73.10 M 72.50 M T.O.M. FL. 72.50 M T.O.M. FL. 72.50 M T.O.M. FL. 72.50 M T.O.M. FL. 74.80 M T.O.M. FL. 73.80 M T.O.M. FL. 72.80 M T.O.M. FL. 71.90 M T.O.M. FL. BICYCLE BICYCLE BICYCLE BICYCLE BICYCLE BICYCLE BICYCLE BICYCLE BICYCLE BICYCLE BICYCLE BICYCLE 72.50 M T.O.M. FL. 71.90 M T.O.M. FL. 74.80 M T.O.M. FL. 73.80 M T.O.M. FL. 72.80 M T.O.M. FL. TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' TYPE 'B' BUILDING 'A' 77.80 M 37 11 76.40 M 75.90 M 75.75 m 80.70 m 76.20 m 75.70 m 75.20 m 74.70 m 74.20 m 73.70 m 73.20 m 72.70 m 72.20 m 74.10 M 71.70 M 3% 5% 5% 77.00 m 76.50 m 72.50 M 71.70 M 71.35 m 76.00 M 74.50 M 73.50 M 72.50 M 71.60 M 72.20 M 71.95 M BUILDING 'B' BUILDING 'C' BUILDING 'D' BUILDING 'E' BUILDING 'F' 1 4 11 12 15 25'-8 3/4" (7.84 M) 37'-8" (11.48 M) 47'-1 5/8" (14.36 M) 48'-2 1/2" (14.69 M) 21'-5 1/8" (6.53 M) 23'-8 7/8" (7.23 M) 5% 73.30 M 8% 5% 5% 5% 74.90 M 75.40 M 76.20 M 77.00 M 8% 8% 8% 5% 8% 75.40 M 5% 5 76.35 m 71.40 M 3% SITE GARDEN PLOTS 57'-2 3/4" (17.44 M) 59'-1 7/8" (18.03 M) 20'-3 1/2" (6.18 M) 16'-7 7/8" (5.07 M) 70.45 m 79.40 m 75.75 m 80.00 m 80.50 m 79.30 m 71.35 m 79.30 m 71.35 m 75.00 m 80.10 m 79.50 m 76.40 m 76.20 m 74.60 m 77.80 m 74.60 m 77.50 m 75.30 m 82.70 m 76.40 m 82.40 m 75.30 m 78.50 m 76.60 m 78.80 m 72.30 m 75.20 m 71.70 m 76.60 m 71.70 m 72.80 m 72.60 m 72.00 m 71.70 m 72.40 m 72.60 m 72.80 m 69.76 m 66.50 m 72.30 m 71.00 m 72.20 m 71.50 m 72.30 m 76.00 m 73.10 m 79.00 m 73.10 m 73.00 m 77.60 m 79.75 m 77.60 m 79.50 m 80.55 m 78.00 m 78.00 m 78.75 m 78.75 m 79.50 m 79.50 m 80.00 m 80.00 m 80.50 m 80.50 m 80.50 m 80.50 m 80.50 m 80.50 m 80.40 m 80.10 m 79.80 m 78.50 m 78.50 m 78.50 m 78.50 m 80.40 m 1 A402 1 A402 2 A401 2 A401
Transcript
Page 1: 467 Royal Bay Drive - Updated Site Plan (May 2013)

May

10,

201

3SI

TE G

RAD

ES, B

UIL

DIN

G H

EIG

HTS

RE

VIS

ED

RE

ZON

ING

AP

PLI

CAT

ION

AP

R. 1

5, 2

013

RE

ZON

ING

AP

PLI

CAT

ION

Oct

. 11,

201

2

ISSU

ED F

OR

REV

ISIO

NS

Tel (250) 477 2934 Fax (250) 477 30832335 ARBUTUS ROAD , VICTORIA BC V8N 1V6

MISRA ARCHITECT LTD.

NOTE :This is a copyright drawing and shall not be reproduced or revised without written permission and must be returned at completion of work or upon request. The contractor shall check and verify all dimensionsand report all errors and omissions to the architect. Drawings must not be scaled. This drawing shall not be used for construction purposes until so approved.

PROJECT NO. 12:03

A-101

DR

AWN

SCAL

E : A

S N

OTE

D

PKM

N

LEGEND:

EXISTING GRADE

FINISHED GRADE

SITE

PLA

N SE

P. 2

8, 2

012

CO

LWO

OD

,B.C

.

FOR

ULA

ND

DEV

ELO

PMEN

T C

OR

P.

00.000 M00.000 M

1A101

SITE PLANScale: 1" = 32'-0"

SEPT

. 5,1

2SC

HEM

ATIC

DES

IGN

- PR

ESEN

TATI

ON

TO

CIT

YPR

OPO

SED

RO

YAL

BAY

WO

OD

S

ON

467

RO

YAL

BAY

DR

IVE

Nov

. 20,

201

2AS

PER

PLA

NN

ING

DEP

t.

DESIGN DATA:LEGAL : LOT '1', SECTION 39, ESQUIMALT DISTRICT, PLAN VIP80197

CIVIC ADDRESS : ROVAL BAY DRIVE

ZONING: PRESENT ZONE = RBCD1 PROPOSED ZONE = CD TOTAL SITE AREA: 151 776.10 SQ. FT. ( 14100.00 Sq. M )

PROPOSED GROSS FLOOR AREA : BUILDING 'A' = 65 110 BUILDING 'B' = 9 062 BUILDING 'C' = 6 042 BUILDING 'D' = 8 562 BUILDING 'E' = 9 030 BUILDING 'F' = 6 073 TOTAL =103 879. SQ. FT. ( 9 650.36 Sq. M )

F.S.R. = PROVIDED : 0.684

NO. OF UNITS : BLDG. 'A' =45 TOWNHOUSES BLDG. 'B' = 6 TOWNHOUSES BLDG. 'C' = 4 TOWNHOUSES BLDG. 'D' = 5 TOWNHOUSES BLDG. 'E' = 6 TOWNHOUSES BLDG. 'F' = 4 TOWNHOUSES TOTAL = 70 UNITS

SITE COVERAGE : REQUIRED : PROVIDED : 45 373 SQ. FT. ( 4 215.15 SQ. M. ) 29.89%

OPEN SPACE AREA ( EXCLUDING PAVED AREAS ) : ( 7 442.28 SQ. M. ) 52.78%

AMENITY AREAS : - AREA BETWEEN BUILDING 'A' & BUILDING 'B', 'C' = 1 661.70 SQ. M. - ALL TOWNHOUSES SHALL HAVE LEISURE SPACE OF MIN. 15 SQ. M.

WITH NO DIMENSION LESS THAN 3 M.

PARKING : REQUIRED: 70 X 2 = 140 CARS

PROVIDED: 140 STALLS ( INCLUDES 3 HC STALLS, 85 SECURED + 52 SURFACE )

BICYCLES: 142 SPACES (INCLUDES 10 CAGES IN GARAGE + 60 HOOKS & 12 BIKE STANDS OF 6 EACH ON SURAFCE )

CODE ANALYSIS :REFERENCE : BRITISH COLUMBIA BUILDING CODE 2012 - 3.2.2.50 BLOCKS TOWNHOUSES - PART 9USE AND OCCUPANCY : RESIDENTIAL GROUP : 'C' NO. OF STOREYS : 3 + BASEMENT PARKING LEVEL MAX.CONSTRUCTION : COMBUSTIBLE & NON-COMBUSTIBLESPRINKLERS : BUILDING 'A' - YES ( NFPA 13R )EXT. CLADDING: BUILDING 'A' = NON-COMBUSTIBLESTREET FACING : 1BUILDING AREA: BUILDING 'A' = 2 207.92 SQ. M. FIRE SEPARATIONS : ROOF - NO FLOORS - 1 HR. PARKING BASEMENT = 2 HRS WALLS - VERTICAL SERVICE SPACE = 1 HR. LOADBEARING WALLS & COLUMNS = 1 HRMAX. TRAVEL DISTANCE : RESIDENTIAL = 30 M BASEMENT PARKING = 45 M

KEY PLAN N.T.S

Apr.

9, 2

013

AS P

ER M

EET'

G W

/ PLA

NN

ING

DEP

t.

GENERAL NOTES1. ALL SURVEY INFORMATION AND EXISTING CONDITIONS ARE TAKEN FROM THE SURVEY PLAN PROVIDED BY McILVANEY RILEY LAND SURVEYING INC., BC LAND SURVEYOR2. GEOTECHNICAL INVESTIGATION REPORT WAS PREPARED BY ---------------------3. ALL DIMENSIONS ARE IN IMPERIAL (FEET AND INCHES) AND ALL GRADES ARE GEODETIC AND IN METRIC , FOR BUILDING REFER TO SITE PLAN.4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND GRADE ELEVATIONS ON SITE BEFORE PROCEEDING WITH THE WORK AND CO-ORDINATE THE WORK OF ALL SUBTRADES. FOR INCONSISTENCIES CONTACT THE CONSULTANTS.5. ALL WORK IS REQUIRED TO BE DONE AS PER PRESENT B.C.BUILDING CODE 2006, CITY OF COLWOOD BY-LAWS AND AUTHORITIES HAVING JURISDICTION6. REFER TO REPORT FROM GHL CONSULTANTS LTD. FOR SPRINKLERS AND EXIT PROTECTION.7. ALL EXPOSED CONCRETE SURFACES TO BE PAINTED8. ALL COLORS FOR CONCRETE SIDING, CONCRETE, EXPOSED STEEL AND INTERIOR WALLS ARE TO BE AS SELECTED BY THE CONSULTANT.9. ALL PARKING LINES AND HC SIGN TO BE PAINTED 4" WIDE - WHITE COLOUR, TYPICAL.

HEIGHT CALCUTAIONS - SEE DRAWINGS A-202, A-203 & A-402

BUILDING 'A' :

AVERAGE EXISTING GRADE : ( 80.00 + 79.40 + 79.30 + 79.30 ) / 4 = 79.50 M

BUILDING HEIGHT = 9.42 M

BUILDING 'B' :

AVERAGE EXISTING GRADE : ( 73.45 + 72.75 + 77.10 + 78.50 ) / 4 = 75.45 M

BUILDING HEIGHT = 6.626 M

BUILDING 'C' :

AVERAGE EXISTING GRADE :( 76.00 + 75.80 + 72.70 + 73.55 ) / 4 = 74.5125 M

BUILDING HEIGHT = 5.264 M

BUILDING 'D' :

AVERAGE EXISTING GRADE : ( 71.80 + 65.60 + 76.00 + 72.70 ) / 4 = 71.525 M

BUILDING HEIGHT = 8.252 M

BUILDING 'E' :

AVERAGE EXISTING GRADE : ( 71.90 + 75.00 + 78.30 + 80.50 ) / 4 = 76.425 M

BUILDING HEIGHT = 6.354 M

BUILDING 'F' :

AVERAGE EXISTING GRADE : ( 81.50 + 78.15 + 79.70 + 80.00 ) / 4 = 79.8375 M

BUILDING HEIGHT = 5.239 M

9

10

11

12

M

M

M

M

M

g

I

concrete sidewalk

16

Rem E

Plan VIP58414

Roy

al

B

ay

Driv

e

SRW Plan VIP76818

concrete sid

ewalk

mountable curb

Promenade Crescent

SR

W P

lan

VIP

8020

0

Stra

ta P

lan

VIS

5626

Pt 1Plan 6906

Stm

Stm

Water

Stm

Stm

Hydro

Hydro

Telus

Shaw

Box

Box

Box

Box

HydroBox

TelusBox

ShawBox

79

80

80.5

8079

78

77

76.5

65

6667

79.5

Plan VIP76817

35.83

40.17

141.67

100.18

33.94

25.25

123.

92

edge of lawn

wood fence

wood fence

wood fence

top of rock retaining wall

Road

Inv=75.33m

LS

Concrete

Culvert

80

mountable curb

edge of pavement

concrete sidewalk

BMElevation at

Cut Cross

=80.58 m

Bench Mark

49.24

¯= 0.75m

SR

W P

lan

VIP

7681

8

13

14

15

Park

concrete sidewalk

64

67.5

68

69

70

71

72

73

74

75

63

64

65

66

67

64

65

66

67

68

69

70

71

71.5

6970

71

72

7374

7576

77

7879

80

79.5

67

66.5

StoreySingle

Building

5013TOPOG_AMDFile:

#113 - 2244 Sooke RoadVictoria, B.C. V9B 1X1(250) 474-5538

McIlvaney Riley Land Surveying Inc.

03 3 6 9 12

Scale 1:300Metres

15

Legend:

when plotted at a scale of 1:300559 mm in width by 864 mm in height (D size)The intended plot size of this plan is

www.mrls.ca

18 July 2012

Elevations are in metres, based on geodetic datum,and derived from geodetic control monuments 87H3424

All distances are in metres and decimalsthereof unless otherwise indicated.

(elevation= 90.258m) and 87H3425 (elevation= 91.218).

Dimensions are derived from Land Title Office records.

denotes lamp standard

denotes 0.1 m decorative tree

denotes fence line

denotes concrete sidewalk

XLS

denotes water valve

denotes invert elevation

denotes manholeM

Inv=

denotes water main

denotes catch basin

denotes curb/gutter

denotes irrigation controlI

denotes gas lineg

denotes utility connection

Contour Interval= 0.5 m

Site Area= 1.41 haZone= RBCD1

denotes storm sewerstm

denotes bench markBM

denotes diameter¯

updated 24 August 2012

'City of Colwood'

Topography Plan ofLot 1, Section 39,Esquimalt District,Plan VIP80197.

65

66

64

78

80

UP

UP

8%

77.80 MT.O.M. FL.

77.50

M77.40

M

76.20

M

75.00

M

71.60 M

71.20 M

70.95 M TYPE 'A'

TYPE 'A'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

76.50

M

76.80 MT.O.M. FL.

75.20

M

75.50 MT.O.M. FL.

73.80

M

74.30

M

74.60 MT.O.M. FL.

73.00 M

71.50 M

73.30 MT.O.M. FL.

71.60 M

76.00 M

68.26 M

73.10 M

77.60 M

76.60 M

76.75 M

74.40 M

72.50 MT.O.M. FL.

72.60 M

71.60 M

72.20 M TYPE 'A'

TYPE 'A'

TYPE 'B'

TYPE 'B'

TYPE 'B'

72.20 M

71.60 M

68.26 M

HC ACCESS

72.50 MT.O.M. FL.

72.80 M

77.80 MT.O.M. FL.

76.80 MT.O.M. FL.

76.60 M

75.50 MT.O.M. FL.

74.60 MT.O.M. FL.

74.40 M

73.30 MT.O.M. FL.

73.10 M

72.50 MT.O.M. FL.

72.50 MT.O.M. FL.

72.50 MT.O.M. FL.

72.50 MT.O.M. FL.

74.80 MT.O.M. FL.

73.80 MT.O.M. FL.

72.80 MT.O.M. FL.

71.90 MT.O.M. FL.

BICYCLEBICYCLE

BICYCLE BICYCLE

BICYCLE

BICYCLE

BIC

YCLE

BIC

YCLE

BICYCLE

BICYCLE BICYCLE

BICYCLE

72.50 MT.O.M. FL.

71.90 MT.O.M. FL.

74.80 MT.O.M. FL.

73.80 MT.O.M. FL.

72.80 MT.O.M. FL.

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

TYPE 'B'

BU

ILD

ING

'A'

77.80

M

37

11

76.40 M

75.90 M

75.75 m

80.70 m

76.20 m

75.70 m 75.20 m

74.70 m

74.20 m

73.70 m

73.20 m

72.70

m

72.20 m

74.10 M

71.70 M

3%

5%

5%

77.00 m

76.50 m

72.50 M

71.70 M

71.35 m

76.00 M

74.50 M

73.50 M

72.50 M

71.60 M

72.20 M

71.95 M

BU

ILD

ING

'B'

BU

ILD

ING

'C'

BU

ILD

ING

'D'

BU

ILD

ING

'E'

BU

ILD

ING

'F'

1

4

11

12

15

25'-8 3/4"

(7.84 M)

37'-8

"(1

1.48

M)

47'-1

5/8

"

(14.

36 M

)

48'-2 1/2"

(14.69 M)

21'-5 1/8"

(6.53 M)

23'-8

7/8

"(7

.23

M)

5%

73.30 M

8%

5%

5%

5%

74.90 M

75.40 M

76.20 M

77.00 M

8%

8%

8%

5%

8%

75.40 M 5%

5

76.35 m

71.40 M

3%

SITE

GARDEN PLOTS

57'-2

3/4

"(1

7.44

M)

59'-1

7/8

"(1

8.03

M)

20'-3

1/2

"(6

.18

M)

16'-7 7/8"

(5.07 M)

70.45 m79.40 m

75.75 m80.00 m

80.50

m

79.30

m71.35 m

79.30 m

71.35 m75.00 m

80.10 m79.50 m

76.40 m76.20 m

74.60

m

77.80

m

74.60 m77.50 m

75.30 m82.70 m

76.40 m82.40 m

75.30 m78.50 m

76.60 m78.80 m

72.30

m

75.20

m

71.70 m76.60 m

71.70

m

72.80

m

72.60

m

72.00

m

71.70 m72.40 m

72.60 m72.80 m

69.76 m

66.50 m

72.30 m71.00 m

72.20 m71.50 m

72.30 m76.00 m

73.10 m79.00 m

73.10 m73.00 m

77.60

m

79.75

m

77.60 m79.50 m

80.55

m

78.00 m78.00 m

78.75 m78.75 m

79.50 m79.50 m

80.00 m80.00 m

80.50 m80.50 m

80.50 m80.50 m

80.50 m80.50 m

80.4

0 m

80.1

0 m

79.8

0 m

78.50 m

78.50 m

78.50 m

78.50 m

80.4

0 m

1A402

1A402

2A401

2A401

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