typical sawcut detail typical rcc pavement structure

CONTRACT No.DRAFTING:

SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING

SIGNEDINITIALREVISIONSDATENo.

SOLID WASTE MANAGEMENT SERVICESCIVIL DETAILS - 2 OF 2

1632-2018-2-015 C-113N.T.S.

August 29, 2018

P.F. K.S.

DETAILS

ENGINEERING AND CONSTRUCTION SERVICES BERMONDSEY TRANSFER STATIONSTORMAWATER MANAGEMENT IMPROVEMENTS

18EC3-MI-03SW

DIRECTOR,CARLYLE KHAN

INFRASTRUCTURE DEVELOPMENT& ASSET MANAGEMENT

455 Phillip StreetWaterloo Ontario N2L 3X2 CanadaT 519 884 0510 F 519 884 0525 W www.ghd.com

SERVICE ORUTILITY TRENCH

225TYP

UTILITY TRENCH WIDTH1200 mm MIN(SEE NOTE 1) VARIES

300

300TYPEXISTING

ASPHALT

EXISTINGCONCRETE

EXISTINGGRANULAR BASE

NOTES:1.PAVEMENT REPAIR DIMENSIONSA) GENERALLY RECTANGULAR IN SHAPE,B) MINIMUM DIMENSION OF CUT REPAIR BOUNDING A JOINT OR PAVEMENT EDGESHALL BE 2.0mC) MINIMUM DIMENSION OF AN INTERIOR PATCH SHALL BE 1.2m WITH A MINIMUMCLEARANCE FROM A JOINT OR PAVEMENT EDGE OF 1.2mD) FOR PAVEMENT PATCHING DIMENSIONS, REFER TO UTILITY CUT REPAIRGUIDELINES

2. ALL CONCRETE PAVEMENTS OTHER THAN LOCAL RESIDENTIAL STREETS ANDUNLESS BONDED BY AN EXISTING PAVEMENT JOINT, IF SPECIFIED IN THECONTRACT DOCUMENTS, SHALL HAVE PATCHES PROVIDED WITH LOAD TRANSFERBY INSERTING 30mm x 450mm EPOXY COATED SMOOTH DOWEL BARS. DRILL 35mmHOLES, 225mm DEEP INTO EXISTING CONCRETE, AND GROUT BARS USING A QUICKSETTING MORTAR.

FOR TRANSVERSE UTILITY CUTS, USE DOWELS SPACED AT 300mm CENTRES. FORLONGITUDINAL CUTS, USE ANCHOR HOOK BOLT DOWELS SPACED AT 600mmCENTRES.

3. ON LOCAL RESIDENTIAL CONCRETE PAVEMENTS OR AT LOCATIONSSPECIFICALLY APPROVED BY THE CITY, AGGREGATE INTERLOCK OR A FORMEDKEY FOR LOAD TRANSFER ALONG THE EDGES OF THE PATCH MAY BE ALLOWED.

4. FOR ASPHALT DEPTHS, REFER TO PAVEMENT STRUCTURAL DESIGN MATRIX.

REFER TO NOTE 2

CONCRETE

UNSHRINKABLEBACKFILL

EXISTING PAVEMENT SHALLBE REMOVED A MINIMUM OF

300mm FROM THE LIMIT OFUNDERMINING

UTILITY CUT WIDTH(SEE NOTE 1)

GRANULAR A MATCHING DEPTH OFEXISTING GRANULAR BASE COMPACTED TO

100% MAXIMUM DRY DENSITY

ALL EDGES TO BE SEALED WITH ABEAD OF HOT RUBBERIZED ASPHALTJOINT SEALING COMPOUND

BINDER COURSE ASPHALT

SURFACE COURSE ASPHALT

ALL SURFACES TO BE TACKCOATED USING SS1 EMULSION

SERVICE ORUTILITY TRENCH

UTILITY TRENCH WIDTH1200 mm MIN(SEE NOTE 1)

300

300 MIN(SEE NOTE 1)EXISTING ASPHALT

EXISTINGGRANULAR BASE

UNSHRINKABLEBACKFILL

EXISTING PAVEMENT SHALLBE REMOVED A MINIMUM OF

300mm FROM THE LIMIT OFUNDERMINING

UTILITY CUT WIDTH(SEE NOTE 1)

GRANULAR A OR 50mm CRUSHEDAGGREGRATE MATCHING DEPTH OF

EXISTING GRANULAR BASE COMPACTEDTO 100% MAXIMUM DRY DENSITY

ALL EDGES TO BE SEALEDWITH A BEAD OF HOTRUBBERIZED ASPHALTJOINT SEALING COMPOUND

40mm LIFTS ORAS SPECIFIED

80mmNOTE 2

TYP

SURFACE COURSE ASPHALT

BINDER COURSE ASPHALT ALL SURFACES TO BETACK COATED WITH SS1

STEP JOINTTYP

NOTES:1. FOR PAVEMENT PATCHING DIMENSIONS,REFER TO UTILITY CUT REPAIR GUIDELINES.

2. WHERE EXISTING HOT MIX ASPHALT DEPTH ISBETWEEN 80 AND 120mm THE STEP JOINT SHALLBE 40mm DEEP. A STEP JOINT IS NOT REQUIREDFOR PAVEMENT DEPTHS LESS THAN 80mm.

FLEXIBLE PAVING PATCHINGN.T.S.

COMPOSITE PAVING PATCHINGN.T.S.

6mm

D

D/4

TYPICAL SAWCUT DETAILN.T.S.

NOTE:1. MAXIMUM SAWCUT SPACING 7.5m2. REFER TO SPECIFICATIONS FOR TIMING OF SAW

CUT, JOINT SEALER AND OTHER REQUIREMENTS.

350

600

300 RCC

150 GRANULAR 'A'

400 GRANULAR 'B'

TYPICAL RCC PAVEMENT STRUCTUREN.T.S.

NOTE:GRANULAR BASE AND SUB-GRADE TO BE COMPACTED TO MIN98% SPMDD AND AS DIRECTED IN GEOTECHNICAL REPORT

20mm BITUMINOUSFIBER BOARD RCC TYPE 2RCC TYPE 1

TYPICAL DETAIL AT RCC TYPES INTERFACEN.T.S.

TYPICAL DETAIL AT RCC AND ASPHALT PAVEMENT INTERFACEN.T.S.

EXIST./NEW ASPHALTPAVEMENT STRUCTURE

13

RCC

PAVE

MENT

STR

UCTU

RE

JOINT SEALER

4

5

ARE IN MILIMETERS UNLESS OTHERWISE NOTED

MEASUREMENTS SHOWN ON THESE PLANS

METRIC

OPSD 802.030 - RIGID PIPE BEDDING, COVER, AND BACKFILLTYPE 1 OR 2 SOIL - EARTH EXCAVATION

N.T.S

NOTES:1. HEIGHT OF FILL IS MEASURED FROM THE FINISHED SURFACE TO TOP OF PIPE.2. THE MINIMUM BEDDING DEPTH BELOW THE PIPE SHALL BE 0.15D. IN NO CASE SHALL THISDIMENSION BE LESS THAN 150mm OR GREATER THAN 300mm.3. THE PIPE BED SHALL BE COMPACTED AND SHAPED TO RECEIVE THE BOTTOM OF THE PIPE.4. THE PIPE CULVERT FROST TREATMENT SHALL BE ACCORDING TO OPSD 803.030 AND 803.031.CONDITION OF EXCAVATION IS SYMMETRICAL ABOUT CENTRELINE OF PIPE.A. SOIL TYPES AS DEFINED IN THE OCCUPATIONAL HEALTH AND SAFETY ACT AND REGULATIONSFOR CONSTRUCTION PROJECTSB. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN.

LEGEND:

D - INSIDE DIAMETEROD - OUTSIDE DIAMETER

CLEARANCE TABLE

PIPE INSIDEDIAMETER mm

900 OR LESS

OVER 900

CLEARANCEmm

300

500

BEDDING GRADE

CLASS B BEDDING CLASS C BEDDING

COVERMATERIAL

COMPACTEDBEDDING MATERIAL

NOTE 2

BACKFILL MATERIALFOR PIPE CULVERT FROST TREATMENTNOTE 4

SUBGRADE

FINISHEDSURFACE

NOTE 5, TYP

PERMANENT ORTEMPORARY

SUPPORTSYSTEM TYP

11 1

1

PIPE IN SUPPORTEDEXCAVATION

PIPE IN SUPPORTEDEXCAVATION

PIPE IN UNSUPPORTEDEXCAVATION

PIPE IN UNSUPPORTEDEXCAVATION

0.6 ODNOTE 3

0.5 ODNOTE 3

CLEARANCESEE TABLE, TYP

0.5 ODD D

0.5 OD

0.15 OD

1200mm MAX,TYP

HE

IGH

T O

F FI

LLN

OTE

1, T

YP

300mmMIN, TYP

Plot Date: 22 February 2019 - 9:54 AM Filename: N:\CA\Waterloo\Projects\CAD\drawings\11139000s\11139441\11139441-REPORTS\11139441-00(006)\11139441-00(006)CI\11139441-00(006)CI-WA009.dwgPlotted By: Jonathan Compton

1 2018-06-08 FOR CLIENT REVIEW P.F.2 2018-08-24 ISSUED FOR PERMIT APPROVAL P.F.3 2018-08-29 ISSUED FOR MECP APPROVAL P.F.4 2018-11-02 ISSUED FOR TRCA APPROVAL P.F.5 2019-02-15 REISSUED FOR TRCA APPROVAL P.F.6 2019-02-19 ISSUED FOR TENDER P.F.

SOLID WASTE MANAGEMENT SERVICES

MATT KELIHERGENERAL MANAGER

PLUG INLET TO SANITARY SEWER WITHNON-SHRINKABLE GROUTINVERT ELEV= 106.40m APPROXIMATELY

TO BE FILLED WITHFLOWABLE FILL (7 MPa) ORNON-SHRINKABLE GROUTUP TO LOWEST STORMINVERT. BENCHING ON TOPOF NEW CONCRETE TOALLOW REGULAR FLOW.

REMOVE PLASTICSTORMCEPTOR STRUCTURE REMOVE PLASTIC

STORMCEPTOR STRUCTURE

BACKFILLED EXCAVATED MATERIAL

300mm Ø ACCESS LOCATION WITHFRAME AND COVER

GRADED AREA AROUNDSTORMCEPTOR


EXISTING SHEATHING

TO BE FILLED WITHNON-SHRINKABLE GROUTUP TO LOWEST STORMINVERT. BENCHING ON TOPOF NEW CONCRETE TOALLOW REGULAR FLOW.

OGS ABANDONMENT

1632-2018-2-016 C-114N.T.S.

August 29, 2018

P.F. K.S.

DETAILS


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING


SOLID WASTE MANAGEMENT SERVICESENGINEERING AND CONSTRUCTION SERVICES BERMONDSEY TRANSFER STATION

STORMWATER MANAGEMENT IMPROVEMENTS

18ECS-MI-03SW

ASECTION BSECTION

SEWER REHABILITATION KEY PLAN

0


ARE IN METERS UNLESS OTHERWISE NOTED


METRIC



REMOVE PLASTICSTORMCEPTOR STRUCTURE


300mm Ø ACCESS LOCATION WITHFRAME AND COVER

GRADED AREA AROUNDSTORMCEPTOR REMOVE PLASTIC

STORMCEPTOR STRUCTURE

TO BE FILLED WITHFLOWABLE FILL (7 MPa) ORNON-SHRINKABLE GROUTUP TO LOWEST STORMINVERT. BENCHING ON TOPOF NEW CONCRETE TOALLOW REGULAR FLOW

EXISTING SHEATHING






WOODSTAIRS

CB40

CB41CB36

CB37CB34(DICB)

CB35(DICB)

CB33

CB32

CB30CB31

CB23

CB26

CB27CB28

CB22

CB21

CB20 CB18

CB19 CB16

CB15

CB13

CB12

CB11

CB17

CB14

CB03

CB06

CB07 CB05

CB04 CB46

CB01

CB44

CB45

CB02

CB43

CB42

CB29 CB25

CB09CB10

CB08

CB39

CB38

CB24

~5m

~5m

PLAN

SECTION

PUMP DISCHARGE TO LAY FIELDSILT BAG PLACED OVER PLASTICSHEETING SURROUNDED BY SILTSOCK (OR EQUIVALENT)

PUMP DISCHARGE LINES

SILT BAGSILT SOCKPLASTIC SHEETING PLACED

ON LEVEL GROUND


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING


SOLID WASTE MANAGEMENT SERVICESENGINEERING AND CONSTRUCTION SERVICES

LEGEND:

PROPOSED CATCHBASIN FILTERS

EXISTING SANITARY LINE

EXISTING STORM LINE

EXISTING WATERMAIN

ABANDONED WATERMAIN

PROPERTY LINE

HYDRO EASEMENT

TEMPORARY SEDIMENT CONTROLFENCE

CB #

EROSION AND SEDIMENT CONTROL PLAN

1632-2018-2-017 C-1151:600

August 29, 2018

P.F. K.S.

PLAN

BERMONDSEY TRANSFER STATIONSTORMWATER MANAGEMENT IMPROVEMENTS

18ECS-MI-03SW

0

1CATCH BASIN FILTER SPECIFICATION

TEMPORARY CATCH BASIN FILTERS TO BEINSTALLED WITHIN THE DRAINAGE AREA OFEACH WORK AREA AND INSTALLED ANDMAINTAINED IN SEQUENCE WITH THE WORK.AT A MINIMUM CATCH BASIN FILTERS WILLBE INSTALLED AT CB 15, 16, 18 - 29, 42, 43

C-115

1


ARE IN METERS UNLESS OTHERWISE NOTED


METRIC





THE RAVINE & NATURAL FEATURE PROTECTION BY-LAW, CHAPTER 658 OF THE CITY OFTORONTO MUNICIPAL CODE REGULATES THE INJURY AND DESTRUCTION OF TREES, DUMPINGOF REFUSE AND CHANGES TO GRADE WITHIN PROTECTED AREAS DEFINED IN SCHEDULE A.

UNDER THIS BY-LAW PROTECTED TREES MAY BOT BE REMOVED, INJURED OR DESTROYED,AND PROTECTED GRADES MAY NOT BE ALTERED, WITHOUT WRITTEN AUTHORIZATION FROMURBAN FORESTRY RAVINE & NATURAL FEATURE PROTECTION, ON BEHALF OF THE GENERALMANAGER OF PARKS, FORESTRY & RECREATION.

CONVICTIONS OF OFFENCES RESPECTING THE REGULATIONS IN THE RAVINE & NATURALFEATURE PROTECTION BY-LAW ARE SUBJECT TO FINES AND THE LANDOWNER MAY BEORDERED BY THE COURT TO RESTORE THE AREA TO THE SATISFACTION OF THE CITY. APERSON CONVICTED OF AN OFFENCE UNDER THIS BY-LAW IS LIABLE TO A MINIMUM FINE OF$500 AND A MAXIMUM FINE OF $100,000 FOR EACH TREE DESTROYED, A MAXIMUM FINE OF$100,000 FOR ANY OTHER OFFENCE COMMITTED UNDER THIS CHAPTER, AND/OR A SPECIALFINE OF $100,000. A PERSON CONVICTED OF A CONTINUING OFFENCE, INCLUDING FAILURE TOCOMPLY WITH RAVINE PERMIT CONDITIONS IS LIABLE TO A MAXIMUM FINE OF NOT MORETHAN $10,000 FOR EACH DAY OR PART OF A DAY THAT THE OFFENCE CONTINUES.

RNFP 0608

RAVINE & NATURAL FEATURE PROTECTION BY-LAW

TRCA REGULATION LIMIT

RAVINE AND NATURALFEATURE REGULATION LIMIT

WASTE TRANSFER FACILITY

BERMONDSEY ROAD

EROSION AND SEDIMENT CONTROL NOTES:

1. EROSION AND SEDIMENT CONTROL (ESC) MEASURES WILL BE IMPLEMENTED PRIOR TO, ANDMAINTAINED DURING CONSTRUCTION OF EACH PHASE, TO PREVENT ENTRY OF SEDIMENT INTOTHE WATER. ALL DAMAGED EROSION AND SEDIMENT CONTROL MEASURES SHOULD BEREPAIRED AND/OR REPLACED WITHIN 48 HOURS OF THE INSPECTION.

2. ALL ACTIVITIES, INCLUDING MAINTENANCE PROCEDURES, WILL BE CONTROLLED TO PREVENTTHE ENTRY OF PETROLEUM PRODUCTS, DEBRIS, RUBBLE, CONCRETE OR OTHER DELETERIOUSSUBSTANCES INTO THE WATER. VEHICULAR REFUELING AND MAINTENANCE WILL BECONDUCTED 30 METRES FROM THE WATER.

3. ALL DEWATERING/UNWATERING SHALL BE TREATED AND RELEASED TO THE ENVIRONMENT ATLEAST 30 METRES FROM THE WARM WATER SYSTEM AND DIRECTED TO A FILTER BAG/SPLASHPAD. NO DEWATERING EFFLUENT SHALL BE SENT DIRECTLY TO ANY WATERCOURSE, WETLANDOR FOREST, OR ALLOWED DRAIN ONTO DISTURBED SOILS WITHIN THE WORK AREA. THESECONTROL MEASURES SHALL BE MONITORED FOR EFFECTIVENESS AND MAINTAINED ORREVISED TO MEET THE OBJECTIVE OF PREVENTING THE RELEASE OF SEDIMENT LADEN WATER.

4. ALL GRADES WILL BE MAINTAINED OR MATCHED.5. SEDIMENT BARRIERS AND MUD MATS AT CONSTRUCTION ACCESS TO BE INSTALLED PRIOR TO

START OF CONSTRUCTION.6. ALL SEDIMENT CONTROL DEVICES TO BE ROUTINELY INSPECTED AND MAINTAINED IN PROPER

WORKING ORDER UNTIL AREA IS STABILIZED.7. IF NECESSARY, TRUCKS WILL BE WASHED DOWN BEFORE LEAVING THE SITE.8. THE SITE WILL BE WET DOWN IF NECESSARY TO CONTROL DUST.9. ALL CONSTRUCTION EQUIPMENT MUST BE PARKED ON-SITE.10. ALL CONSTRUCTION ACTIVITY WILL COMPLY WITH CITY OF TORONTO NOISE BYLAW.11. SEDIMENT CONTROL FENCE AS PER CITY OF TORONTO STANDARD T-219.13O.1.12. ALL CONSTRUCTION VEHICLES TO ENTER AND EXIT SITE FROM CONSTRUCTION ACCESS.13. ALL TOPSOIL STOCKPILES TO BE SURROUNDED WITH SEDIMENT CONTROL FENCING AND

LOCATED IN THE TEMPORARY STAGING AND LAYDOWN AREA.14. SILT SACKS TO BE PLACED UNDER GRATES IN CATCHBASINS LOCATED WITHIN THE SITE AND

WITHIN 3OM FROM THE SITE.15. STREET SWEEPING, CATCH BASIN CLEANING AND DUST CONTROL ARE THE RESPONSIBILITY OF

THE CONTRACTOR AND MUST BE KEPT UNDER CONTROL ON ALL WALKWAYS AND ROADWAYSTO THE SATISFACTION OF THE CITY AND ENGINEER.

16. THE SEDIMENT CONTROLS, INCLUDING SEDIMENTS, SHALL BE REMOVED OFF SITE AFTERGRASS SURFACES HAVE BEEN RESTORED TO THE SATISFACTION OF THE ENGINEER.

17. THE CONTRACTOR WILL BE RESPONSIBLE FOR ADDITIONAL SEDIMENT AND EROSIONCONTROLS, AS DESCRIBED IN THE "GGHA CAS EROSION & SEDIMENT CONTROL GUIDELINESFOR URBAN CONSTRUCTION" SUCH AS INTERCEPTOR SWALES/DIKES, ROCK CHECK DAMS,SEDIMENT TRAPS, ETC. TO PREVENT SEDIMENTS FROM THEIR CONSTRUCTION OPERATIONSFROM ENTERING THE EXISTING AND PROPOSED STORM DRAINAGE SYSTEMS.

18. THE EROSION AND SEDIMENT CONTROL STRATEGIES OUTLINED ON THE PLANS ARE NOT STATICAND MAY NEED TO BE UPGRADED/AMENDED AS SITE CONDITIONS CHANGE TO MINIMIZESEDIMENT LADEN RUNOFF FROM LEAVING THE WORK AREAS. IF THE PRESCRIBED MEASURESON THE PLANS ARE NOT EFFECTIVE IN PREVENTING THE RELEASE OF A DELETERIOUSSUBSTANCE, INCLUDING SEDIMENT, THEN ALTERNATIVE MEASURES MUST BE IMPLEMENTEDIMMEDIATELY TO MINIMIZE POTENTIAL ECOLOGICAL IMPACTS. TRCA ENFORCEMENT OFFICERSHOULD BE IMMEDIATELY CONTACTED AND NOTIFIED OF THE RELEASE OF A DELETERIOUSSUBSTANCE TO THE ENVIRONMENT. ADDITIONAL ESC MEASURES TO BE KEPT ON SITE ANDUSED AS NECESSARY.

19. THE PROPONENT/CONTRACTOR SHALL MONITOR THE WEATHER SEVERAL DAYS IN ADVANCE OFTHE ONSET OF THE PROJECT TO ENSURE THAT THE WORKS WILL BE CONDUCTED DURINGFAVOURABLE WEATHER CONDITIONS. SHOULD AN UNEXPECTED STORM ARISE, THECONTRACTOR WILL REMOVE ALL UNFIXED ITEMS FROM THE REGIONAL STORM FLOOD PLAINTHAT WOULD HAVE THE POTENTIAL TO CAUSE A SPILL OR AN OBSTRUCTION TO FLOW, E.G.,FUEL TANKS, PORTA-POTTIES, MACHINERY, EQUIPMENT, CONSTRUCTION MATERIALS, ETC.

20. PLEASE NOTIFY TRCA ENFORCEMENT SECTION (AT 416-661-6600 X5229) AND TRCA PROJECTMANAGER (LEILA SOTOUDEH AT 416.661.6600 X5925) 48 HOURS PRIOR TO COMMENCINGCONSTRUCTION.

21. THE CITY WILL PROVIDE AN ENVIRONMENTAL MONITOR TO BE ON SITE, AND PROVIDE ADVICE,TO ENSURE THAT ACTIVITIES THAT COULD HAVE A NEGATIVE IMPACT TO THE NATURALENVIRONMENT ARE EFFECTIVELY MITIGATED AS CONSTRUCTION PROCEEDS. THEENVIRONMENTAL MONITOR SHALL NOTIFY THE TRCA ENFORCEMENT OFFICER AND PROJECTMANAGER IF AN ISSUE ARISES.


300 mm SILTSOXX OR CLEAR STONEBAGS PLACED IN A CONTINUOUS LINE

ALONG THE LENGTH OF THE SILT FENCE

450mm DIAMETER SILT SOCK(ALSO AVAILABLE IN 200, 300 AND 600mmDIAMETERS)

450mm DIAMETER SILT SOCK(ALSO AVAILABLE IN 200, 300 AND600mm DIAMETERS)

50 X 50 X 900mmWOODEN STAKESPLACED 1500mm O.C.

50 X 50 X 900mm WOODENSTAKES PLACED 1500mm O.C.

MAXIMUM DEPTH OF CONTAMINATEDWATER IS 50% OF CONCRETE WASHOUTHEIGHT

PUMP CONTAMINATED WATER INTOCONCRETE WASHOUT

SECTION NTS

PLAN NTS

NOTES:1. INSTALL ON FLAT GRADE FOR OPTIMUM

PERFORMANCE2. CONCRETE WASHOUT MAY BE STACKED IN

A PYRAMIDAL CONFIGURATION FOR ADDEDHEIGHT AND STABILITY

3. CONCRETE WASHOUT MAY BE DIRECTSEEDED AT THE TIME OF INSTALLATION

12" M

IN

INSTALL 1.5m X 1.5m CONCRETEWASHOUT USING 450mm SILT SOXX

PROPOSED STOCKPILE LOCATION

RESTORE TEMPORARY STAGINGAND LAYDOWN AREA WITH SEED

NTS2FILTER BAG WITH SPLASH PAD

NTS3TYPICAL CONCRETE WASHOUT

C-115

3

FILTER BAG AND SPLASHPAD. MAINTAINA MIN. 30m SETBACK DISTANCE FROM

THE WATERCOURSEC-115

2

Ø2000mm

PLASTIC SHEETING PLACEDON LEVEL GROUND


MATERIALS

GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH THE CURRENT PROVISIONS OF THE ONTARIO BUILDING CODE (2012). THEWORKPLACE HEALTH AND SAFETY BOARD AND BEST TRADE PRACTICES. WORK SHALL COMPLY WITH LOCAL ANDPROVINCIAL REGULATIONS AND WITH APPLICABLE CSA STANDARDS. IN ALL CASES THE LATEST EDITIONS OFCODES AND STANDARDS SHALL APPLY.

2. STRUCTURAL DESIGN COMPLIES WITH THE MINIMUM REQUIREMENTS OF CANADIAN HIGHWAY BRIDGE DESIGN CODECAN/CSA S6.

3. LOCATE ALL BURIED SERVICES PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLTEMPORARY BRACING, SHORING AND DEWATERING NECESSARY TO UNDERTAKE THE WORK.

4. READ THESE DRAWINGS IN CONJUNCTION WITH ALL RELATED MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS ANDCONTRACT DOCUMENTS.

5. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AND MEASUREMENTS AT THE SITE AND REPORT TOTHE ENGINEER ANY DISCREPANCIES OR UNSATISFACTORY CONDITIONS WHICH MAY ADVERSELY AFFECT THEPROPER COMPLETION OF THE JOB BEFORE PROCEEDING WITH THE WORK.

6. DO NOT SCALE DRAWINGS.

7. DESIGN LIVE LOADS FOR EACH PORTION OF THE STRUCTURE ARE AS INDICATED ON THE DRAWINGS. DO NOTEXCEED THESE LOADS DURING CONSTRUCTION.

8. DESIGN LOADS INDICATED ARE UNFACTORED UNLESS NOTED OTHERWISE.

9. GENERAL REVIEW OF CONSTRUCTION FOR BUILDING RELATED WORK SHALL BE PROVIDED IN ACCORDANCE WITHTHE ONTARIO BUILDING CODE.

10. REFERENCE ELEVATIONS SHOWN CORRESPOND TO ACTUAL GEODETIC ELEVATION IN METRES.

11. ALL DIMENSIONS ON DRAWINGS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.

12. APPROVED SHALL MEAN APPROVED IN WRITING BY THE ENGINEER OF RECORD.

13. DELIVER, HANDLE AND STORE MATERIALS TO AVOID DAMAGE IN ANY MANNER.

14. MAINTAIN A SET OF DRAWINGS ON SITE & UPDATE WEEKLY WITH CONSTRUCTION RECORD INFORMATION.

FOUNDATION

1. REFERENCE SOIL INVESTIGATION REPORT 11139441-04 REPORT 6, JUNE 18, 2018 BY GHD.

2. FOUND TRENCH BASE ON SOUND NATIVE SOILS OR ENGINEERED FILL AT THE ELEVATIONS SPECIFIED ON THE DRAWINGSAND IN ALL CASES A MINIMUM OF 1200 BELOW FINISHED GRADE.

3. NET SOIL BEARING RESISTANCE IS ASSUMED TO BE 150 kPa SLS & 250 kPa ULS. SUBGRADE AND ADEQUACY OF SOILS ATFOUNDING DEPTH TO BE CONFIRMED ON SITE BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO FORMING.

4. A MODULUS OF SUBGRADE REACTION OF 30 MPa/m IS ASSUMED FOR SLABS INSTALLED ON ENG. FILL OR GRANULARDEPOSIT IN COMPACTED CONDITIONS.

5. MAINTAIN UNSUPPORTED SIDES OF EXCAVATION ONLY IF SAFE INCLINATION OF THE SIDES OF THE EXCAVATION ISPROVIDED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND/OR MUNICIPAL ORPROVINCIAL REGULATIONS.

6. IF REQUIRED ERECT, MAINTAIN AND REMOVE A SUPPORTING SHORING SYSTEM ALONG THE SIDES OF THE EXCAVATION.IN ACCORDANCE WITH THE RECOMMENDATIONS OF A QUALIFIED SHORING DESIGN ENGINEER REGISTERED IN THEPROVINCE OF ONTARIO.

7. PROTECT SOIL FROM FREEZING ADJACENT TO AND BELOW ALL FOOTINGS, SLAB AND WORKING SLAB CONCRETE AT ALLTIMES DURING CONSTRUCTION.

8. BACKFILL MATERIAL AROUND TRENCH SHALL BE FREE DRAINING MATERIAL IN ACCORDANCE WITH OPSS 1010, MATERIALSPECIFICATION FOR AGGREGATES - BASE, SUBBASE, SELECT SUBGRADE AND BACKFILL MATERIAL, GRANULAR AGRADATION SPECIFICATIONS. BACKFILL SHALL BE PLACED IN MAXIMUM 200 LOOSE LIFTS AND COMPACTED TO 98%SPMDD USING WALK BEHIND COMPACTORS.

9. SOFT AREAS UNCOVERED ON EXCAVATION SHALL BE SUB EXCAVATED TO SOUND MATERIAL AND FILLED WITH CLEANFREE DRAINING GRANULAR MATERIAL SUCH AS GRANULAR 'A' COMPACTED TO 100% STANDARD PROCTOR DRY DENSITY.

1. VEHICLE LOADBREAKING FORCE 280 kN x 0.3 = 84kNDYNAMIC LOAD ALLOWANCE 0.3

DESIGN LOADS (ALL UNFACTORED)

TRENCH DESIGN LOADS TO CANADIAN HIGHWAY BRIDGE DESIGN CODE CSA S6 - 14TORONTO, ONTARIO

UNLESS NOTED OTHERWISE ON THE DRAWINGS THE FOLLOWING MATERIALS SHALL BE USED FOR CONSTRUCTION:

1. CONCRETE:

2. REINFORCING STEEL: CARBON STL. BARS TO CSA-G30.18, - GRADE 400W.

3. GALVANIZING: ASTM A123/A123M, ASTM A153/A153M, AND ASTM F2329.

4. HIGH STRENGTH BOLTS: ASTM F3125/F3125M, GRADE A325 FOR STRUCTURAL BOLTS, GALVANIZED FASTENERS FORGALVANIZED ASSEMBLIES. STAINLESS STEEL BOLTS TO F593, NUTS TO F594 AND WASHERS TOA666.

5. WELDING: CSA W59, W55, AND W47 - SERIES E49XX ELECTRODES.

TYPE LOCATION STRENGTH

f'c (MPa)CEMENT

TYPEAGGREG

MAX. (mm)

CSAEXPOSURE

CLASS

AIRENTRAINMENT

(%)

1 TRENCH BASESLAB & WALLS

32 @ 28DAYS GU 20 A-2 5-8

2 BENCHINGCONCRETE

32 @ 28DAYS GU 14 A-2 5-8

1. ALL EXTERIOR GRATING AND GRATING SUPPORT MEMBERS, GUARDS, HANDRAILS AND STAIR ASSEMBLIESSTEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. ONLY NEW MATERIAL SHALL BE USED.

2. GRATING MUST BE RATED FOR CL 625-ONT LOAD, BORDEN TYPE R/R-L150-75x100 WITH 152x6.35 BEARING BARSOR APPROVED EQUIVALENT.

3. ALL HARDWARE FOR GALVANIZED COMPONENTS SHALL BE GALVANIZED OR STAINLESS STEEL ALLOY 316L.

4. WELDING TO CSA W59. FABRICATOR MUST BE CERTIFIED TO W47.1-09, CERTIFICATION OF COMPANIES FORFUSION WELDING OF STEEL, DIVISION 1 OR 2.

MISCELLANEOUS METAL FABRICATIONS

CAST-IN-PLACE CONCRETE

1. CONCRETE MATERIAL AND METHODS OF CONCRETE CONSTRUCTION CSA-A23.1 CODE FOR THE DESIGN OFCONCRETE STRUCTURES FOR BUILDINGS CSA-A23.3.

2. THE CLEAR DISTANCE BETWEEN REINFORCING STEEL AND SURFACE OF CONCRETE SHALL CONFORM TO THEVALUES LISTED IN CSA A23.1 TABLE 17, UNO.

3. ALL REINFORCING BARS SHALL BE SUPPORTED IN THE FORMS AND SPACED WITH STANDARD ACCESSORIES.THE USE OF MASKING BLOCKS TO SUPPORT REINFORCEMENT STEEL SHALL NOT BE PERMITTED.

4. REINFORCING IS TO BE GENERALLY DETAILED IN ACCORDANCE WITH R.S.I.C. MANUAL OF STANDARDPRACTICE (LATEST EDITION).

5. CONCRETE PLACING, CURING AND TESTING TO CONFORM TO CSA-A23.1 AND A23.2.

6. FORMWORK AND TOLERANCES TO CONFORM TO CSA-A23.1 AND CSA S269.1.

7. NO CUTTING OR DRILLING IN HARDENED CONCRETE IS PERMITTED WITHOUT WRITTEN AUTHORIZATION FROMTHE ENGINEER.

8. FOR THICKNESS OF SLAB ON GRADE SEE DRAWING S-102 AND MAINTAIN SLAB THICKNESS AT ALLDEPRESSIONS. REFER TO DRAWINGS FOR LOCATION AND EXTENT OF FINISHES AND DEPRESSIONS.

9. ALL EMBEDDED STEEL EXPOSED TO THE EXTERIOR OR EXTERIOR WALL CAVITIES SHALL BE HOT DIPGALVANIZED.

10. ALL REINFORCING STEEL IN PLACE TO BE INSPECTED BY ENGINEER BEFORE POURING CONCRETE.

11. ISOLATION JOINT MATERIAL SHALL BE MIN 10mm THICK ASPHALT IMPREGNATED FIBREBOARD, TO ASTM D1751.

12. JOINT SEALANT SHALL BE TYPE M1: MULTIPLE COMPONENT, HIGH PERFORMANCE SEALANT: POLYURETHANE;ASTM C920, TYPE M, GRADE NS, CLASS 25 OR 50 AND CAN/CGSB 9.24.

MASTERSEAL NP2 (VERTICAL JOINTS), MASTERSEAL SL2 (HORIZONTAL JOINTS) BY BASF OR APPROVED EQUIVALENT

13. FOR REINFORCING LAP LENGTHS SEE

14. COORDINATE LOCATION OF ALL CONCRETE OPENINGS WITH RELATED, MECHANICAL, CIVIL DRAWINGS ANDCONTRACT DOCUMENTS.

15. FOR TYPICAL CONCRETE OPENING REINFORCEMENT SEE

1. HORIZONTAL: EXTRUDED POLYSTYRENE INSULATION TO CAN/ULC S701 TYPE 4. STANDARD OF ACCEPTANCESHALL BE STYROFOAM BRAND HIGHLOAD 40 (275 kPa COMPRESSIVE STRENGTH) BY DOW BUILDING SOLUTIONS,OR APPROVED EQUIVALENT.

2. INSULATION SHALL BE IN A FIRM CONTACT WITH THE SUBGRADE AND WITH NO GAPS.

FOUNDATION INSULATION

STRUCTURAL NOTES

1632-2018-2-018 S-101N.T.S.

August 29, 2018

P.F. B.H.

DETAILS


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING




18ECS-MI-03SW455 Phillip StreetWaterloo Ontario N2L 3X2 CanadaT 519 885 0510 F 519 884 0525 W www.ghd.com



CL 625 ONT

50 140 140 175 120

1200

6600 6600

3600

(AXLE LOADS, kN)

ARE IN MILLIMETERS UNLESS OTHERWISE NOTED


METRIC

℄ ℄ ℄ ℄ ℄

Plot Date: 22 February 2019 - 9:54 AM Filename: N:\CA\Waterloo\Projects\CAD\drawings\11139000s\11139441\11139441-REPORTS\11139441-00(006)\11139441-00(006)ST\11139441-00(006)ST-WA001.dwgPlotted By: Jonathan Compton

1 2018-06-08 FOR CLIENT REVIEW P.F.2 2018-08-24 ISSUED FOR PERMIT APPROVAL P.F.3 2018-08-29 ISSUED FOR MECP APPROVAL P.F.4 2018-11-02 ISSUED FOR TRCA APPROVAL P.F.5 2019-02-19 ISSUED FOR TENDER P.F.



STRUCTURAL SECTIONS AND DETAILS

1632-2018-2-019 S-102N.T.S.

August 29, 2018

P.F. K.S.

DETAILS


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING







UNDISTURBED NATIVESOIL OR PROOF ROLLEDCOMPETENT FILL (TYP)

TYP. SECTION - CAST-IN-PLACE CONCRETE TRENCH DRAIN

400 800 400

1018

600 600

60CLR

75CLRTYP.

400

2800

900

2%

EXISTING GRADEREFER TO CIVIL DRAWINGS FOR ELEVATIONS

L102x76 x 6.4 THK x 100mm LONG GALV. ANGLE,TO BE ALIGNED WITH ANCHOR BLOCKS AND

HOLE FOR BOLT TO BE FIELD DRILLED TO ALIGNWITH THE MANUFACTURERS ANCHOR BLOCK

990x952 RECTANGULAR ROADWAY GRATINGBORDEN TYPE R/R-L150-75x100 WITH 152x6.35 BEARING BARS

RATED FOR CSA-S6-14 CL-625-ONT, OR APPROVED EQUIVALENT(SEE C-112 FOR GRATING DETAILS)

GRANULAR "A" COMPACTEDTO 98% SPMMD MINIMUM

EXISTING GRADE,REFER TO CIVIL DRAWINGS FOR ELEVATIONS

ISOLATIONJOINT

JOINT SEALANT

60CLR

75CLRBOT

2%

20M @ 200 EF, TOP (TYP)

6.4mm THICK RECESSED STEEL ANCHOR BLOCKSHOP WELDED BY THE GRATING MANUFACTURER,

4 PER GRATE PANEL

TYP

300 75CLRTYP.

15M @ 200,OF, EW(TYP)

20M @ 200 EW, EF(TYP)

19Ø X 102mm LONG GALV BOLT, c/w DOUBLE NUT AND WASHER

6.4 THICK RECESSED STEEL ANCHOR BLOCKSHOP WELDED BY THE GRATING MANUFACTURER,

4 PER GRATE PANEL

HEAVY DUTY WELDED STEEL GRATING(CL-625-ONT LIVE LOAD)

L89x89x6.4 GALV. ANGLEGRATING CORNER REINFORCEMENT

(TYP ALONG SIDES OF TRENCH OPENING)

GALV. 20Ø HEADED STUD 200LONG WELDED TO ANGLE @ 400 c/c

152x6.4 GALV. FLAT BAR WELDED TO ANGLE(TYP ALONG SIDES OF TRENCH OPENING)

GALV. 20Ø HEADED BENT STUD 200LONG WELDED TO ANGLE @ 400 c/c

100

50mm THICK POLYSTYRENE TYPE 4,275 kPa COMPRESSIVE STRENGTH,FOUNDATION INSULATION

TYP. END SECTION - CAST-IN-PLACE CONCRETE TRENCH DRAIN

300 600

400

50

HEAVY DUTY WELDED STEEL GRATING(CL-625-ONT LIVE LOAD)

L102x76x6.4 GALV. ANGLE

L89x89x6.4 GALV. ANGLEGRATING CORNER REINFORCEMENT

(TYP SIDES OF TRENCH OPENING)

15M @ 200 EW, EF (TYP)

20M @ 200 EW, EF (TYP)

2%

GRANULAR "A" COMPACTEDTO 98% SPMMD

60CLR

75CLRTYP.

75CLRBOT

300 20M @ 200,IF, EW(TYP)

SCALE-1:5 S-102

1DETAIL

S-102

1



METRIC

1

1

75LOCK WASHER

965952

GRATING

6.4GAP

50mm THICK FOUNDATIONINSULATION

1

1

CONCRETE BENCHINGVARIES (SLOPE

TO OUTLET)

100

135°

PROPOSED CONSTRUCTION JOINTC/W 150 PVC WATERSTOP

CONTINUOUS 150 PVC WATERSTOP AT TRANSVERSECONSTRUCTION JOINT (CONTINUOUS WITHLONGITUDINAL WATERSTOPS USE FACTORY-MADEJOINTS AT ALL INTERSECTIONS)

APPROVED UNDISTURBED NATIVESUBGRADE OR ENGINEERED FILL

CONSTRUCTION JOINT C/W 150PVC WATERSTOPS TO MATCHJOINTS IN LONGITUDINAL WALLS.

152

SCALE-1:10

SCALE-1:10

150





STRUCTURAL DETAILS - 1 OF 2

1632-2018-2-020 S-103N.T.S.

August 29, 2018

P.F. K.S.

DETAILS


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING







ISOLATION JOINT

SLAB REINFORCING TOTERMINATE 50

CLEAR OF JOINT

PREFORMED JOINT FILLERCONFORMING TO ASTM D1751

RECESS TOP OF SEALANT 3

ADJOININGSTRUCTURE

NOTES:

1. FIBREBOARD MATERIAL TO EXTEND FULL DEPTH OF SLAB.2. TOP OF SEALANT SHALL BE FORMED TO A CONCAVE SHAPE, 6-8 THICK AT THE MIDDLE.3. ISOLATION JOINTS ARE TO BE PLACED AT LOCATIONS WHERE NEW SLAB ADJOINS TO AN EXISTING STRUCTURE AND IN LOCATIONS SPECIFIED ON THE DRAWINGS.

END OF BAR ON TOPOF CONSTRUCTION

JOINT SURFACE

END OF BARWHERE HOOK

IS TURNEDTOWARD FACE

OF FOOTING

SPLICESIZE

BAR

20M

15M

310

260

750

570

HOOK

'X'

TENSION LAP

440

580

DEVELOPMENT

LENGTH

'E'(CLASS B)

· EMBEDMENT LENGTH OF LARGER BAR· LAP LENGTH OF SMALLER BAR

NOTES:1. USE DEVELOPMENT LENGTHS AND LAP SPLICES BASED ON

CSA STANDARD A23.3, AND USING APPROPRIATE FACTORSAS APPLICABLE, UNLESS OTHERWISE SHOWN.

2. THE TABLE BELOW IS FOR f'c=25 MPa AND fy=400 MPa,UNCOATED REINFORCEMENT, NORMAL DENSITYCONCRETE, CLEAR COVER TO BARS IS > BAR DIAMETER,AND BAR SPACING IS > TWO BAR DIAMETERS.

3. MULTIPLY THE LAP SHOWN IN THESE TABLES BY 1.3 FORHORIZONTAL BARS CAST WITH GREATER THAN 300 FRESHCONCRETE UNDERNEATH. MULTIPLY THE LAP &DEVELOPMENT LENGTH SHOWN BY 1.5 FOR EPOXYCOATED REINFORCEMENT. FOR BOTH TOP BARS ANDEPOXY COATED REINFORCEMENT, MULTIPLY BY 1.7.

4. WHEN BARS OF DIFFERENT SIZE ARE LAP SPLICED, LAPLENGTH SHALL BE THE LARGER OF:

5. ALL DOWEL BARS SHALL EXTEND A DEVELOPMENT LENGTHE INTO ANOTHER MEMBER OR ACROSS A CONSTRUCTIONJOINT UNLESS SHOWN TO SPLICE WITH OTHER BARS ORTO EXTEND TO THE FAR FACE OF THE MEMBER AND ENDWITH A STANDARD HOOK.

6. l dh = STANDARD HOOK DEVELOPMENT LENGTH, INACCORDANCE WITH CSA A23.3, SECTION 12.5

STANDARD HOOKDEVELOPMENT LENGTH

HOOK

EMBEDMENT

ldh

210

280

X

X

X

XX

75 CL

DE

VE

LOP

ME

NT

LE

NG

TH 'E

'

XX

X X

l dhTE

NS

ION

LAP

SP

LIC

E

l dh

E

SLABS AND VERTICAL BARS

STANDARD 90° BAR HOOKS, EMBEDMENT LENGTHS AND LAP LENGTHS

ELASTOMERICJOINT SEALANT

WATERSTOP

VERTICAL CONSTRUCTION JOINT

DOUBLE MAT REINFORCEMENT

100 (MIN.)

WATERSTOP

20x10 SEALANTGROOVE WITH SEALANT

ALL REINFORCINGCONTINUOUSTHROUGH JOINT

SECONDCONCRETEPOUR

FIRSTCONCRETEPOUR

STAGGERLAP

SPLICE

100

50

60°

TOP ELEVATION

NOTES:

1. CONSTRUCTION JOINTS SHALL BE PLACED AS SHOWN OR NOTED ON THE DRAWINGS.WALL CONSTRUCTION JOINT OR CONTROL JOINT SHALL BE PLACED AT A MAXIMUMSPACING OF 15 METRES IN WALLS MORE THAN 25 METRES LONG.

2. WATERSTOPS AND SEALANT GROOVES SHALL BE INSTALLED IN ALL LIQUID RETAININGAND SECONDARY CONTAINMENT WALLS.

3. FOR JOINTS WITH WATERSTOPS: APPLY 2 COATS OF BOND BREAKER TO FACE OF JOINT.DO NOT COAT WATERSTOP AND SEALANT GROOVE.

4. FOR WALLS WITH ONE LAYER OF REINFORCEMENT, PLACE WATERSTOP ON WET SIDE OFREINFORCEMENT AND TIE IN PLACE TO PROVIDE MINIMUM 38mm CLEARANCE BETWEENWATERSTOP AND REINFORCING STEEL.



METRIC





STRUCTURAL DETAILS - 2 OF 2

1632-2018-2-021 S-104N.T.S.

August 29, 2018

P.F. K.S.

DETAILS


SCALE:

DATE:

DESIGN: CHECK:

NUMBER:DRAWING







AREA OF ADD'L BARS EQUALAREA OF BARS CUT INSAME DIRECTION (TYP)

MIN TENSION LAPSPLICE LENGTH

MIN

TE

NS

ION

LA

PS

PLI

CE

LE

NG

TH

A = STEELREINF CUT

TYP

2

2

1/2 A1

11/2 AA

= S

TEE

LR

EIN

F C

UT

TYP

1

2

1/2 A

1/2 A

OPENING

CONCRETE OPENING REINFORCEMENT

NOTES:

1. TYPICAL FOR ALL OPENINGS IN WALLS AND SLABS UNLESSINDICATED OTHERWISE ON PLANS.

2. FOR PIPE SLEEVE REQUIREMENTS AND DETAILS SEEMECHANICAL DRAWING. DO NOT WELD REINFORCEMENT TOPIPE SLEEVES AND INSERTS.

3. FOR SMALL DIAMETER PIPE OPENINGS WHICH DO NOT REQUIRECUTTING OF THE REINFORCEMENT AND ARE >76Ø SUPPLY 4DIAGONAL BARS AS SHOWN IN DETAIL (SEE ALSO NOTE 5 FORBAR LOCATIONS)

4. AREA OF ADDITIONAL BARS PER EACH SIDE OF OPENINGEQUALS 1/2 AREA OF BARS CUT IN SAME DIRECTION.

5. ADDITIONAL BARS TO BE PLACED:a) AT CENTERLINE OF WALLS OR SLABS WHERE ONE LAYER OF

REINFORCEMENT IS PROVIDED.b) AT EACH FACE OF WALLS OR SLABS WHERE TWO LAYERS OF

REINFORCEMENT ARE REQUIRED.

6. INCREASE SIZE OF ADDITIONAL BARS AS NEEDED TO FIT WITHINA DISTANCE OF 2X WALL/SLAB THICKNESS FROM OPENING.PROVIDE 50 MIN CLEAR DISTANCE BETWEEN BARS.

(TYP)

50 COVER

PIPE OR CONDUIT GREATERTHAN 76 DIAMETER

WALL/SLAB

4 - 15M 1200 LONGDIAGONAL AT CENTRELINEOR EACH FACE OF WALL(SEE NOTE 5)

NO WALL/SLAB REINFORCING INTERRUPTED FOR SMALLDIAMETER PIPE OPENING REINFORCEMENT

(GREATER THAN 76 DIAMETER)

4 ADD'L DIAGONAL AT EACHFACE. EQUAL TO SIZE OFPRIMARY REINFORCEMENT.LENGTH EQUAL TO 2 TIMESDEVELOPMENT LENGTH(1200 MIN).

SLAB CONSTRUCTION JOINT

DOUBLE MAT REINFORCEMENT

100 (MIN.)

WATERSTOP

20x10 SEALANT INFORMED GROOVE

ALL REINFORCINGCONTINUOUSTHROUGH JOINT

SECONDCONCRETEPOUR

FIRSTCONCRETEPOUR

STAGGERLAP

SPLICE

100

50

60°

ELEVATION VIEW

NOTES:

1. CONSTRUCTION JOINTS SHALL BE PLACED AS SHOWN OR NOTED ON THE DRAWINGS.

2. WATERSTOPS AND SEALANT GROOVES SHALL BE INSTALLED IN ALL LIQUID RETAININGAND SECONDARY CONTAINMENT SLABS.

3. FOR JOINTS WITH WATERSTOPS, APPLY 2 COATS OF BOND BREAKER TO FACE OFJOINT. DO NOT COAT WATERSTOP AND SEALANT GROOVE.

4. FOR SLABS WITH ONE LAYER OF REINFORCEMENT, PLACE WATERSTOP ON WET SIDEOF REINFORCEMENT AND TIE IN PLACE TO PROVIDE MINIMUM 38mm CLEARANCEBETWEEN WATERSTOP AND REINFORCING STEEL.



METRIC

BOLLARD DETAILN.T.S.

℄

100

1800

CROWN TOPWITH CONCRETE

FILL SOLID WITH 30MPa CONCRETE

250 Ø SCHEDULE 80PAINTED YELLOW

MAKE GOOD SURFACEFINISH ALL AROUND

32 MPa CONCRETEEXPOSURE CLASSC-2 TO CSA A23.1

1200

BE

LOW

GR

AD

E

150

FINAL GRADE

600 Ø





typical sawcut detail typical rcc pavement structure

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