UP UP UP UP UP UP UP UP UP UP UP 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 CLOSED HORIZONTAL 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° HOOOK 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 OF PILE 100mm GEOSPAN VOID FORM NATURAL CONCRETE GRADEBEAM WITH 25mm 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. C L C L C L FINISHED GRADE 1800mm 2280mm 520mm 100mm 2230mm 600mm 3200mm 520mm 100mm 450mm 1860mm 1860mm 4440mm 100mm 100mm 100mm 100mm 360mm 360mm P L ADJACENT FENCE SHALL BE INSTALLED FLUSH WITH FACE OF STONE FACADE. CONTRACTORS RESPONSIBILITY TO COORDINATE. CONCRETE COLUMN INTEGRALLY COLOURED CONCRETE WALL NATURAL CONCRETE WALL NATURAL CONCRETE GRADE BEAM 4440mm 1116mm 520mm 3200mm 520mm 150mm 925mm 2230mm 420mm 100mm INTEGRALLY COLOURED CONCRETE TO MATCH ADJACENT DEVELOPMENT ENTRANCE FEATURE COLUMN BEYOND P L 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 450mm 600mm 1125mm 75mm UP UP UP UP UP UP UP UP UP UP UP ENTRANCE FEATURE 2023mm C L 4245mm 4245mm 4440mm 2026mm 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 2000mm 4440mm 2380mm 2330mm 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 Laurel The Meadows of No. REVISIONS DESCRIPTION BY DATE Scale Discipline Review: Designed: Design Checked: Drawn: Date: Date: Drawing No. Sheet No. Tony Tieu / Jun. 27, 19 / G:\Projects\14000\14600\14663_Laurel_Stage_2\02_CADD\20_Drafting\204_Detail Design\14663_L1xx-ENTRY FEATURE.dwg CITY OF EDMONTON ENTERPRISE LAND DEVELOPMENT LAUREL STAGE 22 EDMONTON, ALBERTA 14663 L001 300 ENTRANCE FEATURE DETAILS 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 L001 1 PLAN ENTRANCE FEATURES L001 5 SECTION ENTRANCE FEATURES L001 4 SECTION ENTRANCE FEATURES L001 3 ELEVATION ENTRANCE FEATURES L001 2 o f 4 L300 5 L300 3 L300 1 0 3 5m 2 1:100 metric 0 1000mm 500 250 1:20 metric 0 1000mm 500 250 1:20 metric 0 1000mm 500 250 1:20 metric 0 1000mm 500 250 1:20 metric NORTH FEATURE SHOWN. COLUMN ORIENTATION SHALL BE MIRRORED FOR SOUTH FEATURE (TALLER COLUMN ON 17 STREET SIDE OF BOTH FEATURES) 2 L300 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 OTHERWISE NOTED. · 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 OF THE AFFECTED UTILITIES WILL BE REQUIRED. CONTRACTOR TO CONTACT THE APPROPRIATE UTILITY TO APPROVE, REVIEW, AND/OR DEFINE SAFE PROCEDURES FOR THESE EXCAVATIONS. · ALL REINFORCING SHALL CONFORM TO CSA G30.18 GRADE 400. · 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 FOR APPROVAL PRIOR TO CONSTRUCTION · ALL INTEGRALLY COLOURED CONCRETE TO BE INTERSTAR - BAMBOO JN4411R 19 AVENUE TALL COLUMN TALL COLUMN Laurel Stage 22 Adil Virani 07/08/19