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ENTRANCE FEATURE

2016mm

4236mm

4236mm

4440mm

2016mm

4-15M DWL C/W 90° HOOK ON TOP AND STD

180° HOOK ON BOTTOM PROJECTED

400mm INTO GRADE BEAM. 15M CLOSEDHORIZONTAL STIRRUPS 300mm SPACING.

100mm HT. NATURAL CONCRETE CAP C/W

DRIP CUT & (2) THREADED PINS

(BEYOND) 20-15M VERTICAL DWL 90° HOOK

ON BOTH ENDS PROJECTED 300mm INTO

GRADE BEAM. 8-15M HORIZONTAL DWL

BOTH SIDES 300mm SPACING PROJECTING

250mm INTO ADJACENT CONCRETE

COLUMN ON BOTH ENDS C/W 90° HOOK.

2-15M DWL 90° HOOK TOP AND BOTTOM

PROJECTED 150mm INTO ADJACENT

CONCRETE COLUMN. 15M CLOSED

VERTICAL STIRRUPS 300mm SPACING

(3) 400mm DIA x 6000mm LONG CONCRETE

PILES. 6-15M REBAR C/W 90° HOOOKPROJECTED 400mm INTO GRADE BEAM.

150mm CLOSED TIE @ 300mm O.C. FULL

LENGTH OF PILE. TOP 600mm OF PILE TO

HAVE 150mm O.C. PROJECTING INTO PILE

CAP. SONOTUBE TOP 2m OF PILE

100mm GEOSPAN VOID FORM

NATURAL CONCRETE GRADEBEAM WITH25mm CHAMFER ON TOP EDGE. 3-25M REBAR

TOP AND BOTTOM 10M CAGE AT 300mm O.C.

ALL TIED. SLOPE OR CROSSFALL AS

REQUIRED TO ELIMINATE PONDING.

CL CL CL

FINISHED GRADE

1800m

m2280m

m

520mm

100m

m

2230m

m

600m

m

3200mm 520mm

100mm

450m

m

1860mm 1860mm

4440mm

100mm

100m

m

100mm

100m

m

360mm360mm

PL

ADJACENT FENCE SHALL BE

INSTALLED FLUSH WITH FACE OF

STONE FACADE. CONTRACTORSRESPONSIBILITY TO COORDINATE.

CONCRETE COLUMN

INTEGRALLY COLOURED

CONCRETE WALL

NATURAL CONCRETE WALL

NATURAL CONCRETE GRADE BEAM

4440mm

1116m

m

520mm 3200mm 520mm

150m

m

925m

m

2230m

m

420m

m

100m

m

INTEGRALLY COLOURED CONCRETE TOMATCH ADJACENT DEVELOPMENT

ENTRANCE FEATURE COLUMN BEYOND

PL

150mm

NATURAL CONCRETE WALL WITH 75mm x

75mm TOP LEDGE TO CAP STONE FACADE

NATURAL CONCRETE GRADE BEAM

100mm GEOSPAN VOID FORM

400mm DIA CONCRETE PILE

FINISHED GRADE

UNDISTURBED NATIVE SOIL

1125mm

325mm

325mm

450m

m

600m

m

1125mm

75mm

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ENTRANCE FEATURE

2023

mm

CL

4245

mm

4245

mm

4440

mm

2026

mm

STONE FACADE AND GROUT/MORTAR

TO MATCH ADJACENT DEVELOPMENT

100mm HT. NATURAL CONCRETE CAP

C/W DRIP CUT

INTEGRALLY COLOURED CONCRETE TO

MATCH ADJACENT DEVELOPMENT

NATURAL CONCRETE GRADE BEAM

NATURAL CONCRETE WALL WITH CAP

ADJACENT FENCING

2000m

m

4440mm

2380m

m

2330m

m

4440mm

BLACK PAINTED ALUMINUM LETTERING

PINNED TO CONCRETE WALL

RED PAINTED ALUMINUM 'LINE' PINNED

TO CONCRETE WALL

BLACK PAINTED ALUMINUM LOGO ON

VERTICAL BRUSHED ALUMINUM PLATE

PINNED TO CONCRETE WALL

LaurelThe Meadows of

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:

Designed:

Design Checked:

Drawn:

Date:

Date:

Drawing No.

Sheet No.

Ton

y Tieu / J

un. 2

7, 19 / G

:\Pro

jects\14

000\14

600\14

663_

Laur

el_S

tage

_2\02_

CADD\20_

Dra

fting

\204

_Detail D

esign\14

663_

L1xx

-ENTRY F

EATURE.dwg

CITY OF EDMONTON ENTERPRISE LAND DEVELOPMENT

LAUREL STAGE 22EDMONTON, ALBERTA

14663L001300

ENTRANCE FEATUREDETAILS

DF

JS

JS FEB 28, 2017

JS FEB 28, 2017

AS SHOWN

9 ISSUED FOR CONSTRUCTION DF 17-11-11

10 ISSUED FOR CONSOLIDATION DF 18-08-07

11 2019 ISSUED FOR CONSOLIDATION DF 19-01-21

12 REDLINE - PHASING BOUNDARY DF 19-02-11

13 REDLINE - PHASING BOUNDARY v2 DF 19-05-16

14 REDLINE - PHASING BOUNDARY v3 DF 19-06-18

72

PLAN ENTRANCE FEATURES

L0011

PLAN ENTRANCE FEATURES

L001 5

SECTIONENTRANCE FEATURES

L001 4

SECTIONENTRANCE FEATURES

L0013

ELEVATIONENTRANCE FEATURES

L001 2

o f

4L300

5L300

3L300

1 0 3 5m2 1:100metric

0 1000mm500 250 1:20metric

0 1000mm500 250 1:20metric

0 1000mm 500 250 1:20metric

0 1000mm 500 250 1:20metric

NORTH FEATURE SHOWN. COLUMN ORIENTATION

SHALL BE MIRRORED FOR SOUTH FEATURE (TALLER

COLUMN ON 17 STREET SIDE OF BOTH FEATURES)

2L300

375mm TYP

FEATURE NOTES:· STONE FACADE AND GROUT/MORTAR COLOUR TO MATCH

ADJACENT DEVELOPMENT (BLACK RUNDLE COUNTRY

LEDGESTONE CSV-391272 OR APPROVED EQUAL).

CONTRACTOR TO SUBMIT SAMPLE TO CONSULTANT FOR

APPROVAL PRIOR TO START OF CONSTRUCTION.

· RE-BAR CLEARANCE TO BE 75mm MIN.

· ALL MEASUREMENTS IN MILLIMETERS UNLESS OTHERWISENOTED.

· ALL EXCAVATIONS ARE TO MAINTAIN THE MINIMUM

DEFINED SETBACKS FROM UTILITIES.

· IF EXCAVATIONS ARE REQUIRED CLOSER THAN 1.0m TO

UNDERGROUND POWER, TELEPHONE, AND GAS

ALIGNMENTS, HAND DIGGING UNDER THE SUPERVISION OFTHE AFFECTED UTILITIES WILL BE REQUIRED.

CONTRACTOR TO CONTACT THE APPROPRIATE UTILITY TO

APPROVE, REVIEW, AND/OR DEFINE SAFE PROCEDURESFOR THESE EXCAVATIONS.

· ALL REINFORCING SHALL CONFORM TO CSA G30.18 GRADE400.

· ALL CONCRETE SHALL BE CLASS C-1 WITH A MINIMUM 28

DAY COMPRESSIVE STRENGTH OF 30MPa· ALL LETTERING & LOGOS MUST BE ATTACHED USING ONLY

VANDAL RESISTANT METHODS

· LOGO DESIGN MAY VARY. FINAL LOGO DESIGN WILL BE

PROVIDED BY THE CONSULTANT IN CAD FORMAT.

· ALL LOGOS AND LETTERING TO BE PAINTED ALUMINUM.

· ALUMINUM LOGO CAN BE EITHER CAST OR LAYERED.

CONTRACTOR TO PROVIDE SHOP DRAWINGS FORAPPROVAL PRIOR TO CONSTRUCTION

· ALL INTEGRALLY COLOURED CONCRETE TO BE INTERSTAR

- BAMBOO JN4411R

19 A

VEN

UE

TALL COLUMN

TALL COLUMN

Laurel Stage 22 Adil Virani 07/08/19

AA

*

*

V

V

SECONDARY ENTRANCE FEATURE

SECONDARY ENTRANCE FEATURE

7187m

m

CL

CL

1448m

m

1658mm

12357mm

1150mm

800m

m

50mm HT CONCRETE CAP C/W DRIP CUT & (4) THREADED PINS

STONE FACADE AND GROUT/MORTAR COLOURTO MATCH ADJACENT DEVELOPMENT

NATURAL CONCRETE WALL. 5-15M 90° HOOK

PROJECTED 400mm INTO GRADE BEAM. 3-10M

HORIZONTAL CLOSED STIRRUPS AT 300mm O.C.

NATURAL CONCRETE GRADEBEAM WITH 25mm

CHAMFER ON TOP EDGE. 2-15M REBAR TOP AND

BOTTOM 15M CAGE AT 300mm O.C. ALL TIED

300mm DIA. x 6000mm LONG CONCRETE PILE. 6-15M90° HOOK PROJECTED 400mm INTO GRADE BEAM.

150mm CLOSED TIE @ 300mm O.C. FULL LENGTH OF

PILE. TOP 600mm OF PILE TO HAVE 150mm O.C.

PROJECTING INTO PILE CAP. SONOTUBE TOP 2m OFPILE

100mm GEOSPAN VOID FORM

FENCE BEYOND

300m

m

750m

m

50m

m

500m

m

50mm HT CONCRETE CAP

12mm THICK ALUMINUM LETTERS AND

DESIGN W/ DOWEL WELDED TO BACKPLATE

STONE FACADE AND GROUT/MORTAR

COLOUR TO MATCH ADJACENT

DEVELOPMENT

CONCRETE GRADE BEAM

CONCRETE WALL

PL

150mm

100mm GEOSPAN VOID FORM

CONCRETE PILE

BLACK PAINTED LETTERING / LOGO AND

RED PAINTED LINE ON VERTICAL

BRUSHED ALUMINUM PLATE PINNED TO

CONCRETE WALL

50mm HT CONCRETE CAP

STONE FACADE AND GROUT/MORTAR COLOUR TO

MATCH ADJACENT DEVELOPMENT

BLACK PAINTED LETTERING AND RED PAINTED

LINE ON VERTICAL BRUSHED ALUMINUM PLATE

PINNED TO CONCRETE WALL

MULCH ON SOIL MIX

12mm THICK ALUMINUM LETTERS AND DESIGN W/DOWEL WELDED TO BACK PLATE

400m

m

1050mm

1m HT WOOD FENCE STEPDOWN

LaurelThe Meadows of

530m

m

1080mm

120m

m

50mm HT CONCRETE CAP

STONE FACADE AND GROUT/MORTAR COLOUR TO

MATCH ADJACENT DEVELOPMENT

MULCH ON SOIL MIX

12mm THICK ALUMINUM LETTERS AND DESIGN W/

DOWEL WELDED TO BACK PLATE

1m HT WOOD FENCE STEPDOWN

BLACK PAINTED LOGO ON VERTICAL BRUSHED

ALUMINUM PLATE PINNED TO CONCRETE WALL

No.

REVISIONS

DESCRIPTION BY DATE

Scale

Discipline Review:

Designed:

Design Checked:

Drawn:

Date:

Date:

Drawing No.

Sheet No.

Ton

y Tieu / J

un. 2

7, 19 / G

:\Pro

jects\14

000\14

600\14

663_

Laur

el_S

tage

_2\02_

CADD\20_

Dra

fting

\204

_Detail D

esign\14

663_

L1xx

-ENTRY F

EATURE.dwg

CITY OF EDMONTON ENTERPRISE LAND DEVELOPMENT

LAUREL STAGE 22EDMONTON, ALBERTA

14663L001301

SECONDARY ENTRANCE FEATUREDETAILS

DF

JS

JS FEB 28, 2017

JS FEB 28, 2017

AS SHOWN

9 ISSUED FOR CONSTRUCTION DF 17-11-11

10 ISSUED FOR CONSOLIDATION DF 18-08-07

11 2019 ISSUED FOR CONSOLIDATION DF 19-01-21

12 REDLINE - PHASING BOUNDARY DF 19-02-11

13 REDLINE - PHASING BOUNDARY v2 DF 19-05-16

14 REDLINE - PHASING BOUNDARY v3 DF 19-06-18

73

KEY PLAN

PLANSECONDARY ENTRANCE FEATURE

L0011

SECTIONSECONDARY ENTRANCE FEATURE

L0015

SECTIONSECONDARY ENTRANCE FEATURE

L001 4

o f

3L301

0 1000mm500 250 1:20metric

100 0 300 500mm2001:10metric

0 7.5m 5 2.51:150metric

ELEVATIONSECONDARY ENTRANCE FEATURE - SOUTH

L0012

5L301

0 1000mm500250 1:20metric

ELEVATIONSECONDARY ENTRANCE FEATURE - NORTH

L0013

0 1000mm500250 1:20metric

2L301

3L301

FEATURE NOTES:· STONE FACADE AND GROUT/MORTAR COLOUR TO MATCH

ADJACENT DEVELOPMENT (BLACK RUNDLE COUNTRY

LEDGESTONE CSV-391272 OR APPROVED EQUAL).

CONTRACTOR TO SUBMIT SAMPLE TO CONSULTANT FOR

APPROVAL PRIOR TO START OF CONSTRUCTION.

· RE-BAR CLEARANCE TO BE 75mm MIN.

· ALL MEASUREMENTS IN MILLIMETERS UNLESS OTHERWISENOTED.

· ALL EXCAVATIONS ARE TO MAINTAIN THE MINIMUM

DEFINED SETBACKS FROM UTILITIES.

· IF EXCAVATIONS ARE REQUIRED CLOSER THAN 1.0m TO

UNDERGROUND POWER, TELEPHONE, AND GAS

ALIGNMENTS, HAND DIGGING UNDER THE SUPERVISION OFTHE AFFECTED UTILITIES WILL BE REQUIRED.

CONTRACTOR TO CONTACT THE APPROPRIATE UTILITY TO

APPROVE, REVIEW, AND/OR DEFINE SAFE PROCEDURESFOR THESE EXCAVATIONS.

· ALL REINFORCING SHALL CONFORM TO CSA G30.18 GRADE400.

· ALL CONCRETE SHALL BE CLASS C-1 WITH A MINIMUM 28

DAY COMPRESSIVE STRENGTH OF 30MPa· ALL LETTERING & LOGOS MUST BE ATTACHED USING ONLY

VANDAL RESISTANT METHODS

· LOGO DESIGN MAY VARY. FINAL LOGO DESIGN WILL BE

PROVIDED BY THE CONSULTANT IN CAD FORMAT.

· ALL LOGOS AND LETTERING TO BE PAINTED ALUMINUM.

· ALUMINUM LOGO CAN BE EITHER CAST OR LAYERED.

CONTRACTOR TO PROVIDE SHOP DRAWINGS FORAPPROVAL PRIOR TO CONSTRUCTION

· ALL INTEGRALLY COLOURED CONCRETE TO BE INTERSTAR

- BAMBOO JN4411R

SECONDARY ENTRANCE FEATURE PLANTING

LOCATED ON PRIVATE PROPERTY AND WILL

NOT BE THE RESPONSIBILITY OF THE CITY

OF EDMONTON

Laurel Stage 22 Adil Virani 07/08/19