3
35 LEGAL SURVEY PLAN PAINT LINE (BICYCLE) PAINT LINE STOP LINE WV RIM EL=10.26 MH (STORM) EAST INV EL=7.91 SOUTHWEST INV EL=7.89 RIM EL=10.31 MH (UNKNOWN) NORTH INV EL=6.46 SOUTH INV EL=6.46 RIM EL=9.86 MH (STORM) CENTER INV EL=5.61 RIM EL=9.58 MH (UNKNOWN) NORTH INV EL=7.76 SOUTH INV EL=7.78 RIM EL=9.90 MH (UNKNOWN) CENTER INV EL=7.85 RIM EL=9.66 MH (UNKNOWN) NORTH INV EL=5.48 SOUTH INV EL=5.38 RIM EL=9.93 MH (UNKNOWN) EAST INV EL=5.57 WEST INV EL=5.60 RIM EL=10.14 MH (TELUS) RIM EL=9.64 MH (BCH) HYDRO KIOSK RIM EL=17.08 CB HYDRO CHAMBER ASPHALT SIDEWALK COLUMN (BASE) COLUMN GUTTER BACK OF CURB CEDAR HEDGE CHAIN LINK FENCE GUTTER WV LS E RIM EL=17.11 MH (UNKNOWN) NORTHWEST INV EL=11.75 SOUTHEAST INV EL=11.74 LS E 0.14Ø DEC 0.14Ø DEC 0.14Ø DEC 0.10Ø DEC 0.12Ø DEC 0.12Ø DEC 0.12Ø DEC 0.10Ø DEC E E LS/TROLLEY 0.12Ø DEC E E RIM EL=17.22 MH (UNKNOWN) CENTER INV EL=12.31 RIM EL=17.32 MH (UNKNOWN) NORTH INV EL=11.90 SOUTHEAST INV EL=11.88 WEST INV EL=11.97 RIM EL=17.26 MH (STORM) NORTH INV EL=12.27 SOUTH INV EL=12.20 WVS GUTTER COLUMN (BASE) OUTSIDE OF BRIDGE RAILING GUTTER PAINT LINES (BICYCLE) GUTTER GUTTER 0.15Ø DEC 0.15Ø DEC LS 0.12Ø DEC LS/TROLLEY 0.12Ø DEC GUTTER GUTTER GUTTER GUTTER GUTTER PAINT LINE PAINT LINE COLUMN (BASE) COLUMN (BASE) GATE POST GATE POST RIM EL=15.77 SUMP SUMP OUTSIDE OF BRIDGE RAILING CHAIN LINK FENCE TOP OF BANK TOE OF BANK GUTTER GUTTER COLUMN (BASE) COLUMN (BASE) COLUMN (BASE) COLUMN (BASE) GUTTER TOP OF BANK TOE OF BANK RIM EL=10.15 MH (UNKNOWN) RIM EL=10.27 MH (UNKNOWN) LS 0.70Ø DEC ASPHALT SIDEWALK BACK OF CURB GUTTER BACK OF CURB GUTTER BACK OF CURB GUTTER 259 263 PLAN LMP43682 PLAN LMP43682 PLAN EPP40230 R O L S T O N S T R E E T BCS1219 STRATA PLAN BCS1570 STRATA PLAN P A C I F I C S T R E E T B E A C H C R E S C E N T PROPERTYARC=15.8 89 PROPERTY LINE 76.920 PROPERTY LINE 115.754 PROPERTY LINE 21.712 PROPERTY LINE 112.418 BCS1964 STRATA PLAN C AREA = 5782.4 m² 0.15Ø DEC 0.20Ø DEC 0.13Ø DEC 0.15Ø DEC 0.13Ø DEC 0.13Ø DEC 0.15Ø DEC 0.15Ø DEC 0.13Ø DEC 0.15Ø DEC FH FH 0.18Ø DEC 0.20Ø DEC LS 0.28Ø DEC GV LS (WOOD) 0.56Ø CON CEDAR HEDGE GUTTER GUTTER CURB GUTTER P ASPHALT SIDEWALK GUTTER BACK OF CURB CHAIN LINK FENCE GRASS GRASS TOP OF BANK TOP OF BANK TOE OF BANK CHAIN LINK FENCE TOE OF BANK TOE OF BANK TOP OF BANK TOP OF BANK TOE OF BANK CHAIN LINK FENCE TOP OF BANK TOP OF BANK CHAIN LINK FENCE EDGE OF ASPHALT TOP OF BANK EDGE OF ASPHALT TOE OF BANK (ASPHALT) ASPHALT SURFACE EDGE OF ASPHALT 601 BEACH CRESCENT 583 BEACH CRESCENT 503 BEACH CRESCENT S E Y M O U R M E W S CB (OBSCURED) GV (OBSCURED) EXTENT OF BRIDGE SURFACE EXTENT OF BRIDGE SURFACE REVISION: DATE: BY: 1 TOPOGRAPHIC SURVEY OF LOT 259, FALSE CREEK, G 1, NWD, PLAN LMP43682 CIVIC ADDRESS: 601 BEACH CRESCENT PID: 024-636-282 SCALE 1:200 ALL DISTANCES ARE IN METRES AND DECIMALS THEREOF. 0 5 5 10 CITY OF VANCOUVER INTEGRATED SURVEY AREA #31 OFFSETS TO PROPERTY LINES ARE NOT TO BE USED TO DEFINE BOUNDARIES. REFER TO CURRENT CERTIFICATE(S) OF TITLE FOR ADDITIONAL, EXISTING OR PENDING CHARGES. PROPERTY: DATUM: ELEVATIONS ARE TO CITY OF VANCOUVER GEODETIC DATUM, AND ARE DERIVED FROM CONTROL MONUMENT V-3148, PUBLISHED ELEVATION = 8.948 METRES, ISA NO. 31, NAD 83, (C.S.R.S.) 2012. THIS DOCUMENT IS NOT VALID UNLESS ORIGINALLY SIGNED AND SEALED. FIELD SURVEY COMPLETED ON JANUARY 25, 2017. BENNETT LAND SURVEYING LTD. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR ANY DAMAGES THAT MAY BE SUFFERED BY A THIRD PARTY AS A RESULT OF ANY DECISIONS MADE, OR ACTIONS TAKEN BASED ON THIS DOCUMENT. ALL RIGHTS RESERVED. NO PERSON MAY COPY, REPRODUCE, TRANSMIT OR ALTER THIS DOCUMENT IN WHOLE OR IN PART WITHOUT THE CONSENT OF BENNETT LAND SURVEYING LTD.. THIS PLAN HAS BEEN PREPARED FOR MORTGAGE AND OR MUNICIPAL PURPOSES ONLY AND IS FOR THE EXCLUSIVE USE OF OUR CLIENT. CERTIFIED CORRECT THIS __________ DAY OF _______________________________ , 2018. __________________________________________________________ PATRICK KORABEK, B.C.L.S. FEATURES SHOWN WITHOUT DIMENSIONS SHOULD BE CONFIRMED WITH BENNETT LAND SURVEYING LTD. THIS PLAN SHOWS THE LOCATION OF VISIBLE FEATURES ONLY, AND DOES NOT INDICATE BURIED SERVICES THAT MAY EXIST ON OR AROUND THE SUBJECT SITE. TREE SPECIES AND DIMENSIONS SHOULD BE CONFIRMED BY A QUALIFIED ARBOURIST. SHADED AREA IS NOT AN INDICATION OF DRIP LINE LOCATION UNLESS SPECIFICALLY LABELED. GENERAL: BUILDING LOCATION BASED ON SURVEY TIES TO VISIBLE EXTERIOR SURFACES UNLESS OTHERWISE NOTED. FB 722 P 135 (AB/KC) \\BLS3\010-CURRENT\C0010-NV-2018\14343.00-601-BEACH-CRESCENT\14343.00-DRAWINGS\14343.00-TOPOGRAPHIC ASBUILT\T14343-R1.DWG C bennett LAND SURVEYING LTD. BC LAND SURVEYORS #201 - 275 FELL AVENUE NORTH VANCOUVER, BC V7P 3R5 TEL 604-980-4868 www.bennettsurveys.com FEB-02-17 DSM - DENOTES ELECTRICAL SERVICE BOX E - DENOTES LAMP STANDARD LS MH - DENOTES MANHOLE CB - DENOTES CATCH BASIN WV - DENOTES WATER VALVE FH - DENOTES FIRE HYDRANT GV - DENOTES GAS VALVE SIGN - DENOTES STREET SIGN 9.55 - DENOTES SPOT ELEVATION LEGEND - DENOTES BOLLARD B 0.28Ø DEC - DENOTES 0.28m Ø DECIDUOUS TREE 0.56Ø CON - DENOTES 0.56m Ø CONIFEROUS TREE PROPERTY DIMENSIONS SHOWN ARE DERIVED FROM: FIELD SURVEY LEGAL PLAN PENDING. MAR-02-18 - ADJACENT BUILDING ELEVATIONS DSM SKETCH OF GRANVILLE BRIDGE RAMP AND BUILDING ELEVATIONS ADJACENT TO LOT 259, FALSE CREEK, G 1, NWD, PLAN LMP43682 FIELD SURVEY COMPLETED ON MARCH 01, 2018. BENNETT LAND SURVEYING LTD. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR ANY DAMAGES THAT MAY BE SUFFERED BY A THIRD PARTY AS A RESULT OF ANY DECISIONS MADE, OR ACTIONS TAKEN BASED ON THIS DOCUMENT. ALL RIGHTS RESERVED. NO PERSON MAY COPY, REPRODUCE, TRANSMIT OR ALTER THIS DOCUMENT IN WHOLE OR IN PART WITHOUT THE CONSENT OF BENNETT LAND SURVEYING LTD.. THIS PLAN HAS BEEN PREPARED FOR DESIGN PURPOSES ONLY AND IS FOR THE EXCLUSIVE USE OF OUR CLIENT. REVISION: DATE: 0 BY: SCALE 1:500 ALL DISTANCES ARE IN METRES AND DECIMALS THEREOF. 10 5 25 0 5 OFFSETS TO PROPERTY LINES ARE NOT TO BE USED TO DEFINE BOUNDARIES. REFER TO CURRENT CERTIFICATE(S) OF TITLE FOR ADDITIONAL, EXISTING OR PENDING CHARGES. FEATURES SHOWN WITHOUT DIMENSIONS SHOULD BE CONFIRMED WITH BENNETT LAND SURVEYING LTD. THIS PLAN SHOWS THE LOCATION OF VISIBLE FEATURES ONLY, AND DOES NOT INDICATE BURIED SERVICES THAT MAY EXIST ON OR AROUND THE SUBJECT SITE. GENERAL: PROPERTY: DATUM: ELEVATIONS ARE TO CITY OF VANCOUVER GEODETIC DATUM, AND ARE DERIVED FROM CONTROL MONUMENT V-3148, PUBLISHED ELEVATION = 8.948 METRES, ISA NO. 31, NAD 83, (C.S.R.S.) 2012. FB 802 P 2 (AP) \\BLS3\010-CURRENT\C0010-NV-2018\14343.00-601-BEACH-CRESCENT\14343.00-DRAWINGS\14343.00-SKETCHES\SK14343-(BLD HEIGHT).DWG bennett LAND SURVEYING LTD. BC LAND SURVEYORS #201 - 275 FELL AVENUE NORTH VANCOUVER, BC V7P 3R5 TEL 604-980-4868 www.bennettsurveys.com C EL=27.48 EL=26.86 EL=25.26 EL=23.83 EL=27.50 EL=26.88 EL=25.24 EL=23.89 WEST SIDEWALK EAST SIDEWALK APPROXIMATE ROAD SURFACE SECTION A-A' NOT TO SCALE MAR-02-18 DSM CIVIC ADDRESS: 601 BEACH CRESCENT PID: 024-636-282 CITY OF VANCOUVER INTEGRATED SURVEY AREA #31 PROPERTY DIMENSIONS SHOWN ARE DERIVED FROM: FIELD SURVEY LEGAL PLAN PENDING.

LEGAL SURVEY PLAN - Vancouver...35 LEGAL SURVEY PLAN PAINT LINE (BICYCLE) PAINT LINE STOP LINE WV RIM EL=10.26 MH (STORM) EAST INV EL=7.91 SOUTHWEST INV EL=7.89 RIM EL=10.31 MH (UNKNOWN)

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  • 35

    LEGAL SURVEY PLAN

    PAINT LINE (BICYCLE)

    PAINT LINE

    STOP

    LINE

    WVRIM EL=10.26MH (STORM)

    EAST INV EL=7.91SOUTHWEST INV EL=7.89

    RIM EL=10.31MH (UNKNOWN)

    NORTH INV EL=6.46SOUTH INV EL=6.46

    RIM EL=9.86MH (STORM)

    CENTER INV EL=5.61RIM EL=9.58MH (UNKNOWN)

    NORTH INV EL=7.76SOUTH INV EL=7.78

    RIM EL=9.90MH (UNKNOWN)

    CENTER INV EL=7.85

    RIM EL=9.66MH (UNKNOWN)

    NORTH INV EL=5.48SOUTH INV EL=5.38

    RIM EL=9.93MH (UNKNOWN)

    EAST INV EL=5.57WEST INV EL=5.60

    RIM EL=10.14MH (TELUS)

    RIM EL=9.64MH (BCH)

    HYDROKIOSK

    RIM EL=17.08CB

    HYDROCHAMBER

    ASPHALTSIDEWALK

    COLUMN(BASE)

    COLUMN

    GUTTER

    BACK OF CURB

    CEDAR HEDGE

    CHAIN LINK FENCE

    GUTTER

    WV

    LS

    E

    RIM EL=17.11MH (UNKNOWN)

    NORTHWEST INV EL=11.75SOUTHEAST INV EL=11.74LS

    E

    0.14Ø DEC

    0.14Ø DEC

    0.14Ø DEC

    0.10Ø DEC

    0.12Ø DEC

    0.12Ø DEC

    0.12Ø DEC

    0.10Ø DEC

    E

    E

    LS/TROLLEY

    0.12Ø DECEE

    RIM EL=17.22MH (UNKNOWN)

    CENTER INV EL=12.31

    RIM EL=17.32MH (UNKNOWN)

    NORTH INV EL=11.90SOUTHEAST INV EL=11.88WEST INV EL=11.97

    RIM EL=17.26MH (STORM)

    NORTH INV EL=12.27SOUTH INV EL=12.20

    WVS

    GUTTER

    CO

    LUM

    N

    (BASE)

    OUTSIDE

    OF BRIDG

    E RAILING

    GUTT

    ER

    PAINT LINES (BICYCLE)

    GUTT

    ER

    GUTTER

    0.15Ø DEC

    0.15Ø DEC

    LS

    0.12Ø DEC

    LS/TROLLEY

    0.12Ø DEC

    GUTTER

    GUTTERGUTTER

    GUTTER

    GUTTER

    PAINT LINE

    PAINT LINE

    CO

    LUM

    N

    (BASE)

    CO

    LUM

    N

    (BASE)

    GATE POST

    GATE POST

    RIM EL=15.77SUMP

    SUMP

    OUTSIDE

    OF BRIDG

    E RAILING

    CHAIN LI

    NK FENC

    E

    TOP OF BANK

    TOE OF

    BANK

    GUTTE

    R

    GUTTER

    CO

    LUM

    N

    (BASE)

    CO

    LUM

    N

    (BASE)

    CO

    LUM

    N

    (BASE)

    CO

    LUM

    N

    (BASE)

    GUTTER

    TOP O

    F BANK

    TOE O

    F BANK

    RIM EL=10.15MH (UNKNOWN)

    RIM EL=10.27MH (UNKNOWN)

    LS

    0.70Ø DEC

    ASPHALT SIDEWALK

    BACK OF CURB

    GUTTER

    BACK OF CURBGUTTER

    BACK OF CURB

    GUTTER

    259

    263PLAN LMP43682

    PLAN LMP43682

    PLAN EPP40230

    R O L S T

    O N

    S T R E E

    T

    BCS1219STRATA PLAN

    BCS1570STRATA PLAN

    P A C I F I C

    S T R E E T

    B E A C H

    C R E S C E N T

    PROPE

    RTY A

    RC=15.8

    89

    PROPERTY LINE 76.920

    PROP

    ERTY

    LINE

    115.7

    54

    PROPERTY LINE 21.712

    PROPER

    TY LINE 1

    12.418

    BCS1964STRATA PLAN

    C

    AREA = 5782.4 m²

    0.15Ø DEC

    0.20Ø DEC

    0.13Ø DEC

    0.15Ø DEC

    0.13Ø DEC

    0.13Ø DEC

    0.15Ø DEC

    0.15Ø DEC

    0.13Ø DEC

    0.15Ø DEC

    FH

    FH

    0.18Ø DEC

    0.20Ø DEC

    LS

    0.28Ø DEC

    GV

    LS(WOOD)

    0.56Ø CON

    CEDAR HEDGE

    GUTTER

    GUTT

    ERCU

    RB

    GUTT

    ER

    SPEE

    D BU

    MP

    ASPHALT SIDEWALK

    GUTTER

    BACK OF CURB

    CHAIN LINK FENCEGRASS

    GRASS

    TOP O

    F BAN

    K

    TOP O

    F BAN

    KTOE OF BANK

    CHAI

    N LIN

    K FE

    NCE

    TOE OF BANK

    TOE OF BANK

    TOP OF BAN

    K

    TOP OF BANKTOE OF BANK

    CHAIN LINK FENCE

    TOP OF BANK

    TOP OF BANK

    CHAIN LINK FENCE

    EDGE OF ASPHALT

    TOP OF BANK

    EDGE

    OF A

    SPHA

    LT

    TOE OF BANK (ASPHALT)

    ASPHALTSURFACE

    EDGE

    OF A

    SPHA

    LT

    601 BEACH CRESCENT

    583 BEACH CRESCENT

    503 BEACH CRESCENT

    S E

    Y M

    O U

    R

    M E

    W S

    CB(OBSCURED)

    GV(OBSCURED)

    EXTENT O

    F BRIDGE

    SURFACE

    EXTENT O

    F BRIDGE

    SURFACE

    REVISION:

    DATE: BY:

    1

    TOPOGRAPHIC SURVEY OF LOT 259,FALSE CREEK, G 1, NWD,PLAN LMP43682

    CIVIC ADDRESS: 601 BEACH CRESCENTPID: 024-636-282 SCALE 1:200

    ALL DISTANCES ARE IN METRES AND DECIMALS THEREOF.0 55 10

    CITY OF VANCOUVERINTEGRATED SURVEY AREA #31

    OFFSETS TO PROPERTY LINES ARE NOT TO BE USED TO DEFINEBOUNDARIES.

    REFER TO CURRENT CERTIFICATE(S) OF TITLE FORADDITIONAL, EXISTING OR PENDING CHARGES.

    PROPERTY:

    DATUM:ELEVATIONS ARE TO CITY OF VANCOUVER GEODETIC DATUM, ANDARE DERIVED FROM CONTROL MONUMENT V-3148, PUBLISHEDELEVATION = 8.948 METRES,ISA NO. 31, NAD 83, (C.S.R.S.) 2012.

    THIS DOCUMENT IS NOT VALID UNLESS ORIGINALLY SIGNED AND SEALED.

    FIELD SURVEY COMPLETED ON JANUARY 25, 2017.

    BENNETT LAND SURVEYING LTD. ACCEPTS NO RESPONSIBILITY OR LIABILITYFOR ANY DAMAGES THAT MAY BE SUFFERED BY A THIRD PARTY AS A RESULTOF ANY DECISIONS MADE, OR ACTIONS TAKEN BASED ON THIS DOCUMENT.

    ALL RIGHTS RESERVED. NO PERSON MAY COPY, REPRODUCE,TRANSMIT OR ALTER THIS DOCUMENT IN WHOLE OR IN PART WITHOUTTHE CONSENT OF BENNETT LAND SURVEYING LTD..

    THIS PLAN HAS BEEN PREPARED FOR MORTGAGE AND OR MUNICIPALPURPOSES ONLY AND IS FOR THE EXCLUSIVE USE OF OUR CLIENT.

    CERTIFIED CORRECT

    THIS __________ DAY OF _______________________________ , 2018.

    __________________________________________________________PATRICK KORABEK, B.C.L.S.

    FEATURES SHOWN WITHOUT DIMENSIONS SHOULD BE CONFIRMED WITHBENNETT LAND SURVEYING LTD.

    THIS PLAN SHOWS THE LOCATION OF VISIBLE FEATURES ONLY, AND DOESNOT INDICATE BURIED SERVICES THAT MAY EXIST ON OR AROUND THESUBJECT SITE.

    TREE SPECIES AND DIMENSIONS SHOULD BE CONFIRMED BY A QUALIFIEDARBOURIST. SHADED AREA IS NOT AN INDICATION OF DRIP LINE LOCATIONUNLESS SPECIFICALLY LABELED.

    GENERAL:

    BUILDING LOCATION BASED ON SURVEY TIES TO VISIBLE EXTERIORSURFACES UNLESS OTHERWISE NOTED.FB 722 P 135 (AB/KC)

    \\BLS3\010-CURRENT\C0010-NV-2018\14343.00-601-BEACH-CRESCENT\14343.00-DRAWINGS\14343.00-TOPOGRAPHIC ASBUILT\T14343-R1.DWG

    C

    bennettLAND SURVEYING LTD.BC LAND SURVEYORS#201 - 275 FELL AVENUENORTH VANCOUVER, BCV7P 3R5TEL 604-980-4868www.bennettsurveys.com

    FEB-02-17 DSM

    - DENOTES ELECTRICAL SERVICE BOXE

    - DENOTES LAMP STANDARDLS

    MH - DENOTES MANHOLE

    CB - DENOTES CATCH BASIN

    WV - DENOTES WATER VALVE

    FH - DENOTES FIRE HYDRANT

    GV - DENOTES GAS VALVE

    SIGN - DENOTES STREET SIGN

    9.55

    - DENOTES SPOT ELEVATION

    LEGEND

    - DENOTES BOLLARDB

    0.28Ø DEC - DENOTES 0.28m Ø DECIDUOUS TREE

    0.56Ø CON - DENOTES 0.56m Ø CONIFEROUS TREE

    PROPERTY DIMENSIONS SHOWN ARE DERIVED FROM: FIELD SURVEYLEGAL PLAN PENDING.

    MAR-02-18 - ADJACENT BUILDING ELEVATIONS DSM

    SKETCH OF GRANVILLE BRIDGERAMP AND BUILDING ELEVATIONSADJACENT TO LOT 259,FALSE CREEK, G 1, NWD,PLAN LMP43682

    FIELD SURVEY COMPLETED ON MARCH 01, 2018.

    BENNETT LAND SURVEYING LTD. ACCEPTS NO RESPONSIBILITY OR LIABILITYFOR ANY DAMAGES THAT MAY BE SUFFERED BY A THIRD PARTY AS A RESULTOF ANY DECISIONS MADE, OR ACTIONS TAKEN BASED ON THIS DOCUMENT.

    ALL RIGHTS RESERVED. NO PERSON MAY COPY, REPRODUCE,TRANSMIT OR ALTER THIS DOCUMENT IN WHOLE OR IN PART WITHOUTTHE CONSENT OF BENNETT LAND SURVEYING LTD..

    THIS PLAN HAS BEEN PREPARED FOR DESIGN PURPOSESONLY AND IS FOR THE EXCLUSIVE USE OF OUR CLIENT.

    REVISION:

    DATE:

    0

    BY:

    SCALE 1:500

    ALL DISTANCES ARE IN METRES AND DECIMALS THEREOF.

    105 2505

    OFFSETS TO PROPERTY LINES ARE NOT TO BE USED TO DEFINEBOUNDARIES.

    REFER TO CURRENT CERTIFICATE(S) OF TITLE FORADDITIONAL, EXISTING OR PENDING CHARGES.

    FEATURES SHOWN WITHOUT DIMENSIONS SHOULD BE CONFIRMED WITHBENNETT LAND SURVEYING LTD.

    THIS PLAN SHOWS THE LOCATION OF VISIBLE FEATURES ONLY, AND DOESNOT INDICATE BURIED SERVICES THAT MAY EXIST ON OR AROUND THESUBJECT SITE.

    GENERAL:

    PROPERTY:

    DATUM:

    ELEVATIONS ARE TO CITY OF VANCOUVER GEODETIC DATUM, ANDARE DERIVED FROM CONTROL MONUMENT V-3148, PUBLISHEDELEVATION = 8.948 METRES,ISA NO. 31, NAD 83, (C.S.R.S.) 2012.

    FB 802 P 2 (AP)

    \\BLS3\010-CURRENT\C0010-NV-2018\14343.00-601-BEACH-CRESCENT\14343.00-DRAWINGS\14343.00-SKETCHES\SK14343-(BLD HEIGHT).DWG

    bennettLAND SURVEYING LTD.

    BC LAND SURVEYORS#201 - 275 FELL AVENUE NORTH VANCOUVER, BC V7P 3R5

    TEL 604-980-4868 www.bennettsurveys.com

    C

    EL=27.48

    EL=26.86

    EL=25.26

    EL=23.83

    EL=27.50

    EL=26.88

    EL=25.24

    EL=23.89

    WEST SIDEWALK EAST SIDEWALK

    APPROXIMATE ROAD SURFACE

    SECTION A-A'NOT TO SCALE

    MAR-02-18 DSM

    CIVIC ADDRESS: 601 BEACH CRESCENTPID: 024-636-282

    CITY OF VANCOUVERINTEGRATED SURVEY AREA #31

    PROPERTY DIMENSIONS SHOWN ARE DERIVED FROM: FIELDSURVEY LEGAL PLAN PENDING.

  • 36

    BUILDING GRADES

  • 40

    72'-2

    " [2

    2.00

    M]

    116'-6" [35.52M]

    BE

    AC

    H C

    RE

    SC

    EN

    T

    PA

    CIF

    IC S

    TRE

    ET

    71'-3

    " [2

    1.71

    M]

    252'

    -3"

    [76.

    88M

    ]

    100' [30.47M]

    76'-6

    " [2

    3.33

    M]

    4'-1

    1" [1

    .50M

    ]

    63'-6

    " [1

    9.37

    M]

    102'-6" [31.23M]

    420'-7" [128.19M]

    379'-7" [115.70M]

    86'-9

    " [2

    6.43

    M]

    3'-11" [1.20M]

    79'-7

    " [2

    4.27

    M]

    18'-1" [5.50M]

    25'-2

    " [7

    .67M

    ]

    16'-4

    " [4

    .99M

    ]

    28'-8" [8.74M]

    JYOM Architecture3378 Cambie Street,Vancouver, BC V6H 2L2604-876-2222

    www.JYOMarchitects.com

    PINNACLE INTERNATIONAL#300 - 911 Homer StVancouver, BC V6B 2W6

    GBL ARCHITECTS139 E 8th AveVancouver, BCV5T 1R8

    601 Beach CrescentVancouver, BC V6Z 3E4

    CONTEXT PLAN

    1/64" = 1'-0" 06/14/19

    17003.80

    ENTRANCEPODIUM

    ENTRANCETOWER

    ENTRANCEPARKING

    6F

    55F

    7F

    8F

    7F6F

    2F

    3F 2F53F