STEP JOINT AND BUTT JOINT DETAILS SUBDRAIN DETAIL FOR ...
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JNC ARCHITECT INC. SITE PLAN FILE No.: MARKHAM, ON 10 BUR OAK AVENUE, UNIT 3 L6C 0A2 20005 CRUMB MANUFACTURING FACILITY PROPOSED INDUSTRIAL DEVELOPMENT 571 WELHAM ROAD BARRIE, ON 8395 Jane St., Suite 100, Vaughan, ON L4K 5Y2 Phone 905.326.1404 Fax 905.326.1405 COUNTERPOINT ENGINEERING INC. SUBDRAIN DETAIL FOR PROPOSED CATCHBASINS AND CATCHBASIN MANHOLES JAN 2016 SCALE REV 1 N.T.S DT-101-D STEP JOINT AND BUTT JOINT DETAILS SW-D1 DETAILS PLAN NOTE: N.T.S
Transcript of STEP JOINT AND BUTT JOINT DETAILS SUBDRAIN DETAIL FOR ...
JNC ARCHITECT INC.
SITE PLAN FILE No.:
MARKHAM, ON
10 BUR OAK AVENUE, UNIT 3
L6C 0A2
20005
CRUMB MANUFACTURING FACILITY
PROPOSED INDUSTRIAL DEVELOPMENT
571 WELHAM ROAD
BARRIE, ON
8395 Jane St., Suite 100, Vaughan, ON L4K 5Y2Phone 905.326.1404Fax 905.326.1405
COUNTERPOINT ENGINEERING INC.
SUBDRAIN DETAIL FOR PROPOSED CATCHBASINS AND CATCHBASIN MANHOLES
JAN 2016
SCALE
REV 1
N.T.S
DT-101-D
STEP JOINT AND BUTT JOINT DETAILS
SW-D1
DETAILS PLAN
NOTE:
N.T.S
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%%ULEGEND
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DATE: JANUARY 2020
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DATE
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REVISIONS/ISSUED
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CHECKED BY: JY
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CHECKED BY: JY
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CHECKED BY: JY
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SWM BY: GR
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DRAWING BY: BJ
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DESIGNED BY: GR
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No.
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BY
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CITY
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APPLICANT:
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SITE LOCATION:
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ENGINEER'S STAMP
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SCALE:
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KEY PLAN
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PROJECT NO.
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DRAWING NO.
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30m
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20m
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10m
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0m
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5m
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1:500m
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JUNE 25/20
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ISSUED FOR SPA
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1.
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BJ
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SITE
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WELHAM RD.
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HURONIA ROAD
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No: 571
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CANADIAN NATIONAL RAILWAY
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MAPLEVIEW DR. E
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OCT. 9/20
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ISSUED FOR SITE ALTERATION PERMIT
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2.
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GR
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OCT. 30/20
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RE-ISSUED FOR SITE ALTERATION PERMIT
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3.
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GR
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NOV. 19/20
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ISSUED FOR SPA #2
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4.
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GR
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JAN. 28/21
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ISSUED FOR SPA #3
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5.
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GR
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A
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A
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0.5m (TYP.)
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SECTION A-A (N.T.S.)
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PLAN VIEW (N.T.S.)
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N.T.S.
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50mm PERFORATED PVCSUBDRAIN C/W FILTER SOCK
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19mm FREE DRAINING CLEAR STONE
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SUBGRADE
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BUTT JOINT DETAIL
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STEP JOINT DETAIL
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NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS.
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TACK COAT
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SAWCUT EXISTING ASPHALT EDGE TO PROVIDE CLEAN VERTICAL JOINT
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RUBBERIZED ASPHALT SEALANT (McASPHALT BERAM 3060 LM EXTRA LOW MODULUS OR APPROVED EQUIVALENT)
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EXISTING LIGHT DUTY PAVEMENT
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TOP ASPHALT
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BASE ASPHALT
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TACK COAT
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MILL OFF 50mm OF EXISTING ASPHALT. REPLACE AS PER SPECIFICATIONS
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SAWCUT EXISTING ASPHALT EDGE TO PROVIDE CLEAN VERTICAL JOINT
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EXISTING HEAVY DUTY PAVEMENT
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RUBBERIZED ASPHALT SEALANT (McASPHALT BERAM 3060 LM EXTRA LOW MODULUS OR APPROVED EQUIVALENT)
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TOP ASPHALT
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BASE ASPHALT
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150mm
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BEDDING
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RIGID BOARD INSULATION 50 mm
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FINISHED GRADE
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BACKFILL
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X= FROST PENETRATION DEPTH (1.6 m) W= WIDTH OF SLAB IN METRES = 2(X-D)+d D= DEPTH OF COVER d= OUTSIDE PIPE DIAMETER T= INSULATION THICKNESS (50mm)
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ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN.
