FOR TENDER ONLY S001 NOT FOR CONSTRUCTION

1/8"=1'-0"

S#

#

S#

#

S201

1

SYMBOL LEGEND

FOUNDATION PLAN

ALT ALTERNATE

BOT BOTTOM

BR BRACKET

BTW BETWEEN

B/W BOTH WAYS

BLL BOTTOM LOWER LAYER

BUL BOTTOM UPPER LAYER

C/W COMPLETE WITH

CL CENTRELINE

C/C CENTRE TO CENTRE

CIP CAST IN PLACE

CMU CONCRETE MASONRY UNIT

DL DEAD LOAD

LL LIVE LOAD

SL SNOW LOAD

E/E EACH END

E/F EACH FACE

E/S EACH SIDE

E/W EACH WAY

H1E HOOK ONE END

H2E HOOK TWO ENDS

H & V HORIZONTAL AND VERTICAL

HOR HORIZONTAL

GALV HOT DIPPED GALVANIZED

MAX. MAXIMUM

MIN. MINIMUM

N.T.S. NOT TO SCALE

O/C ON CENTER

R/W REINFORCED WITH

S.D.L. SUPERIMPOSED DEAD LOAD

SIM. SIMILAR

S.O.G. SLAB ON GRADE

STAG. STAGGER

S.J. STRUT JOIST

TYP. TYPICAL

T/O TOP OF

T1E TIE ONE END

T & B TOP AND BOTTOM

T & C TENSION AND COMPRESSION

U.N.O. UNLESS NOTED OTHERWISE

U/S UNDER SIDE OF

VERT. VERTICAL

ELEVATION REFERENCE MARKER

DRAWING SHEET REFERENCE MARKER

NORTH ARROW REFERENCE MARKER

SECTION MARKER(MEANS SECTION # SHOWN ON DRAWING SHEET S#)

PLAN DETAIL REFERENCE MARKER(MEANS DETAIL # SHOWN ON DRAWING SHEET S#)

T/O CONCRETE

EL. 100'-0"

GENERAL NOTES1. THIS SET OF DRAWINGS SHOWS THE COMPLETED PROJECT. IT IS TO BE READ IN CONJUNCTION WITH THE NON-STRUCTURAL

DRAWING SETS. IT DOES NOT INCLUDE COMPONENTS THAT MAY BE NECESSARY FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS RESPONSIBLE FOR SAFETY IN AND ABOUT THE JOB SITE DURING CONSTRUCTION, AND THE DESIGN AND ERECTION OF ALL TEMPORARY STRUCTURES. FORM WORK, FALSE WORK, SHORING, ETC. REQUIRED TO COMPLETE THE WORK.

2. THE USE OF THESE DRAWINGS IS LIMITED TO THAT IDENTIFIED IN THE REVISIONS COLUMN. DO NOT CONSTRUCT FROM THESE DRAWINGS UNLESS MARKED "ISSUED FOR CONSTRUCTION" IN THE REVISIONS COLUMN BY JDB PROJECT ENGINEERING.

3. THE INFORMATION ON THIS DRAWING SHALL NOT BE USED FOR ANYTHING OTHER THAN THE SPECIFIED WORKS OR PART OF THE WORKS FOR WHICH IT HAS BEEN AUTHORIZED BY JDB PROJECT ENGINEERING.

4. SEE CIVIL AND MECHANICAL AND ELECTRICAL DRAWINGS FOR ELEVATIONS, RECESSES, DRAINAGE SLOPES, DETAILED DIMENSIONS FOR PIPE PENETRATIONS AND OTHER OPENINGS, SLEEVES, NAILERS, INSERTS, ETC. TO BE ENCASED IN CONCRETE ETC.

5. THE CONTRACTOR SHALL REVIEW ALL THE DRAWINGS AND CHECK DIMENSIONS BEFORE CONSTRUCTION. REPORT DISCREPANCIES BETWEEN STRUCTURAL AND OTHER DISCIPLINES DRAWINGS FOR CLARIFICATION.

6. THE CONTRACTOR SHALL REPORT ANY SITE MODIFICATIONS MADE DURING CONSTRUCTION, THAT DIFFER FROM THE STRUCTURAL DRAWINGS, TO JDB PROJECT ENGINEERING FOR REVIEW

7. DO NOT CUT OR DRILL ANY OPENINGS IN STRUCTURAL MEMBERS WITHOUT THE WRITTEN PERMISSION OF JDB PROJECT ENGINEERING. CONTRACTOR TO PROVIDE APPROPRIATE ATTACHMENTS AND CONNECTIONS FOR MECHANICAL, ELECTRICAL, AND OTHER SERVICES WITHOUT CUTTING OR DRILLING.

8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL DRAWINGS FOR LOCATIONS, CONFIGURATIONS, EXTENT, AND SIZES OF ALL CURBS, UPSTANDS, DOWNTURNS: AND FOR OPENINGS THROUGH FLOORS AND WALLS FOR DUCTS.

9. THE CONTRACTOR SHALL BE FAMILIAR WITH THE CONTENT AND RECOMMENDATIONS OF THE GEOTECHNICAL REPORTS.10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL COMPONENTS TO JDB PROJECT ENGINEERING FOR

REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS ARE TO INCLUDE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER, REGISTERED IN THE PROJECT PROVINCE, FOR DESIGN OF COMPONENTS AND/OR CONNECTIONS AS REQUIRED.

OWNERSHIP AND COPYRIGHT RESERVED1. ALL DRAWINGS, PLANS, MODELS, DESIGNS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY JDB PROJECT ENGINEERING. AND

USED IN CONNECTION WITH THE PROJECT ARE INSTRUMENTS OF SERVICE FOR THE EXECUTION OF THE PROJECT, AND ARE AND WILL REMAIN THE PROPERTY OF JDB PROJECT ENGINEERING, WHETHER THE PROJECT IS EXECUTED OR NOT. JDB PROJECT ENGINEERING. RESERVES THE COPYRIGHT THEREIN AND IN THE WORK EXECUTED THEREFROM: SHALL NOT BE USED FOR ANY OTHER PROJECT. EXCEPT ONLY FOR GENERAL REFERENCE PURPOSES FOR ADDITION OF ALTERATION TO THE WORK SHOWN IN THEM, AND SINCE SUCH DOCUMENTS ARE "DESIGN" DOCUMENTS ONLY AND MAY NOT REPRESENT THE ACTUAL PROJECT "AS CONSTRUCTED", USE OF THESE DOCUMENTS FOR GENERAL REFERENCE PURPOSES IS AT THE SOLE RISK OF THE PARTY USING THEM: THEY SHALL NOT BE COPIED WITHOUT THE WRITTEN CONSENT OF AN AUTHORIZED REPRESENTATIVE OF JDB PROJECT ENGINEERING.

REVIEW BY JDB PROJECT ENGINEERING.1. THE CONTRACTOR SHALL PROVIDE REASONABLE NOTICE TO JDB PROJECT ENGINEERING. PRIOR TO POURING CONCRETE OR

CONCEALING ANY STRUCTURAL COMPONENTS. THE PURPOSE OF THIS NOTICE IS TO ENABLE JDB PROJECT ENGINEERING. TO CONDUCT ANY REQUIRED FIELD REVIEWS.

2. JDB PROJECT ENGINEERING. PROVIDES FIELD REVIEW ONLY FOR THE WORK SHOWN ON THESE STRUCTURAL DRAWINGS. THIS REVIEW IS NOT A "FULL TIME" REVIEW BUT IS A PERIODIC REVIEW AT THE SOLE DISCRETION OF JDB PROJECT ENGINEERING'S ENGINEER IN ORDER TO VISUALLY ASCERTAIN THAT THE WORK IS IN GENERAL CONFORMANCE WITH THE PLANS AND SUPPORTING DOCUMENTS PREPARED BY JDB PROJECT ENGINEERING. FIELD REVIEW BY JDB PROJECT ENGINEERING. IS NOT CARRIED OUT FOR THE CONTRACTOR'S BENEFIT, NOR DOES IT MAKE JDB PROJECT ENGINEERING. GUARANTORS OF THE CONTRACTORS WORK. IT REMAINS THE CONTRACTOR'S RESPONSIBILITY TO BUILD THE WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. NEITHER ENGINEER NOR JDB PROJECT ENGINEERING SHALL BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

3. JDB PROJECT ENGINEERING. WILL REVIEW SHOP DRAWINGS PERTAINING TO WORK SHOWN ON THE CONTRACT DOCUMENTS. THE EXTENT OF THIS REVIEW IS AT THE SOLE DISCRETION OF JDB PROJECT ENGINEERING'S ENGINEER AND IS FOR THE SOLE PURPOSE OF ASCERTAINING GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGN CONCEPT. THE REVIEW IS NOT AN APPROVAL OF THE DESIGN, DETAILS AND DIMENSIONS INHERENT IN THE SHOP DRAWINGS, THE RESPONSIBILITY FOR WHICH SHALL REMAIN WITH THE CONTRACTOR SUBMITTING THEM. SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY FOR ERRORS AND OMISSIONS IN THE SHOP DRAWINGS OR FOR MEETING ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS.

ABBREVIATIONS

PROJECTNORTH

TUL TOP UPPER LAYER

TLL TOP LOWER LAYER

OSF OUTSIDE FACE

ISF INSIDE FACE

DESIGN CRITERIATHE DESIGN OF THE STRUCTURE IS IN ACCORDANCE WITH PART 9 OF DIVISION B NBCC 2010 AND THE 2011 MANITOBA BUILDING CODE.

IMPORTANCE CATEGORY NORMALSNOW DESIGN DATA Ss = 1.9 kPa (39.7psf) Sr = 0.2 kPa (4.2 psf) Is = 1.0 ULS / 0.9 SLSWIND DESIGN DATA 0.45 kPa (9.4 psf) q(1/50) 0.35 kPa (7.3 psf) q(1/10) Iw = 1.0 ULS / 0.75 SLSSITE CLASSIFICATION FOR SEISMIC SITE RESPONSE: SITE NOT CLASSIFIED, SEISMIC DESIGN NOT REQUIRED DUE TO MB CODE AMMENDMENT

REFER TO PLAN FOR DESIGN LOADINGCONTRACTOR TO ENSURE THAT CONSTRUCTION LOADS DO NOT EXCEED DESIGN LOADS.

STRUCTURAL MOVEMENTS/ TOLERANCES1. THIS STRUCTURE WILL UNDERGO NORMAL TYPES OF MOVEMENT AND DEFLECTION AND THE NON-STRUCTURAL COMPONENTS

MUST BE DETAILED TO ACCOMMODATE THIS.2. DRYWALL PARTITIONS, MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, BUILDING FIXTURES, GLAZING AND CURTAIN WALLS

MUST BE DETAILED AND INSTALLED TO ACCOMMODATE SLAB MOVEMENT.3. ALL STRUCTURES ARE SUBJECT TO CONSTRUCTION TOLERANCES. THIS SHOULD BE ALLOWED FOR IN DETAILING NON-STRUCTURAL

COMPONENTS.

NON-STRUCTURAL ELEMENTS1. "NON-STRUCTURAL" OR "SECONDARY STRUCTURAL" ELEMENTS ARE NOT THE RESPONSIBILITY OF STRUCTURAL

ENGINEER. THEY ARE DESIGNED, DETAILED, AND REVIEWED IN THE FIELD BY OTHERS. THEY APPEAR ON DRAWINGS OTHER THAN THE STRUCTURAL ENGINEER. WHERE STRUCTURAL ENGINEERING RESPONSIBILITY IS REQUIRED FOR THESE ELEMENTS, THIS SHALL BE PROVIDED BY SPECIALTY STRUCTURAL ENGINEERS, WHO SHALL ALSO PROVIDE ANY CERTIFICATION REQUIRED BY BUILDING PERMIT AUTHORITIES. SPECIALTY STRUCTURAL ENGINEERS ARE TO DESIGN THESE ELEMENTS ACCORDING TO THE APPLICABLE DESIGN LOADS AS NOTED IN PART 4 OF THE MOST CURRENT NBCC.

2. EXAMPLES OF NON-STRUCTURAL OR SECONDARY STRUCTURAL ELEMENTS INCLUDE, BUT ARE NOT LIMITED TO:A. MISCELLANEOUS METALS COMPONENTS SUCH AS GUARDRAILS, HANDRAILS, HATCHES, COVERS, ETC.B. LANDSCAPE ELEMENTS SUCH AS BENCHES, LIGHT POSTS, PLANTERS, ETC.C. CLADDING, GLAZING, WINDOW MULLIONS, INTERIOR STUD WALLS AND EXTERIOR STUD WALLS.D. ARCHITECTURAL PRECAST, PRECAST CLADDING.E. MECHANICAL AND ELECTRICAL EQUIPMENT, COMPONENTS, AND THEIR ATTACHMENT DETAILS.F. ELEVATORS, ELEVATOR HOIST BEAMS, ESCALATORS, AND OTHER CONVEYING SYSTEMS.G. BRICK OR BLOCK VENEERS AND THEIR ATTACHMENTS.H. NON-LOAD BEARING MASONRY.I. NON-STRUCTURAL CONCRETE TOPPINGSJ. ALUMINUM SKYLIGHTS.K. STAIRS

3. SHOP DRAWINGS FOR NON-STRUCTURAL ELEMENTS WHICH MAY AFFECT THE PRIMARY STRUCTURAL SYSTEM SHALL BE SUBMITTED TO JDB PROJECT ENGINEERING. THESE DRAWINGS WILL BE REVIEWED ONLY FOR THE EFFECT ON THE PRIMARY STRUCTURAL SYSTEM.

CONCRETE1. ALL CONCRETE CONSTRUCTION, COLD WEATHER CONSTRUCTION & CONCRETE TESTING TO BE IN ACCORDANCE WITH THE LATEST

EDITION CSA STANDARDS A23.1 AND A23.2.2. ALL CONCRETE TO BE NORMAL WEIGHT HARD ROCK CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS NOTED IN

TABLE 2 OF THE LATEST EDITION CSA A23.1. 3. MAXIMUM AGGREGATE SIZE SHALL BE 19 mm (3/4")4. CONCRETE CLASSES OF EXPOSURE (REFER TO TABLE 1, LATEST EDITION CSA A23.1):

A. SLUDGE DRYING BED SLAB AND PERIMETER WALL: CLASS A-1 EXPOSURE (35 MPa @28d), MAX 0.40 WATER CEMENT RATIO, 4 TO 7% AIR CONTENT

B. ALL REMAINING CONCRETE ELEMENTS: CLASS A-2 EXPOSURE (32 MPa @ 28d). MAX 0.45 WATER CEMENT RATIO, 5 TO 8% AIR CONTENT

5. CONCRETE SLUMP TO BE COORDINATED BETWEEN CONTRACTOR AND CONCRETE SUPPLIER CONSIDERING THE PERFORMANCE CRITERIA AND THE CONTRACTOR'S CRITERIA FOR CONSTRUCTION AND PLACEMENT.

6. MISCELLANEOUS CONCRETE ELEMENTS (PITS, TRENCHES, ETC,) TO BE MINIMUM 6" (150mm) THICK REINFORCED WITH 10M @ 12" (300mm) O/C EACH WAY U.N.O.

7. CONCRETE SAMPLING AND TESTING TO BE COMPLETE IN ACCORDANCE WITH THE LATEST EDITION CSA A23.1/A23.28. VOID FORM TO BE WAX COVERED OR POLY WRAPPED CARDBOARD. LOW DENSITY POLYSTYRENE MATERIAL IS AN ACCEPTABLE

ALTERNATIVE. INFORMATION REGARDING PROPOSED PRODUCT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY JDB PROJECT ENGINEERING PRIOR TO COMMENCEMENT OF EXCAVATION AND FORMWORK

EXPOSURE CONDITION

EXPOSURE CLASS

N F-1, F-2, S-1, S-2, S-3

C-XL, C-1, C-3,

A-XL, A-1, A-2, A-3

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

BEAMS, GIRDERS, COLUMNS, AND PILES

SLABS, WALLS, JOISTS

75mm

30mm

20mm

40mm

40mm

75mm

60mm

60mm

75mm

REINFORCING1. REINFORCING STEEL SHALL BE GRADE 400 DEFORMED NEW BILLET STOCK CONFORMING TO THE LATEST EDITION OF CSA

SPECIFICATION G30.18. WELDED WIRE MESH SHALL CONFORM TO THE LATEST EDITION CSA A23.1 CLAUSE 6.1.1.1. 2. CONCRETE COVER TO BE AS PER TABLE 17 OF THE LATEST EDITION CSA A23.1

3. CONCRETE COVER FOR EXPOSURE CLASSES NOT NOTED ABOVE TO BE 40 mm.4. TOP STEEL IN GRADE BEAMS TO BE SPLICED AT CENTER SPAN AND BOTTOM STEEL TO BE SPLICED OVER SUPPORTS. SPLICE

LENGTHS:A. TENSION ZONE SPLICE TO BE AVOIDED WHEREVER POSSIBLE, BUT IF REQUIRED, LENGTH SHOULD BE

SPECIFIED BY JDB PROJECT ENGINEERING.B. COMPRESSION ZONE SPLICE SHOULD NOT BE LESS THAN 30 BAR DIAMETERS.

5. CONCRETE COVER FOR FIRE RATING REQUIREMENTS AS PER CURRENT EDITION OF NBCC6. USE OF IMPERIAL REBAR SIZES (#3, #4, #5, #6, ETC) MEETING ASTM A706 (LATEST EDITION) GRADE 60 IS ACCEPTABLE

ITEMS EMBEDDED IN CONCRETESEE ALSO LATEST EDITION CSA A23.1EXCEPT WHEN APPROVED BY JDB PROJECT ENGINEERING., PIPES, CONDUITS, AND SLEEVES EMBEDDED IN CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING GUIDELINES:

1. GENERAL A. NOT WITHSTANDING THE SATISFACTION OF THESE GUIDELINES, THE CONDUIT, SLEEVES, PIPES, ETC. SHALL NOT IMPAIR THE

STRUCTURAL STRENGTH AND SHALL BE MOVED IF SO DIRECTED BY JDB PROJECT ENGINEERING.B. CENTERLINE SPACING TO BE NOT LESS THAN 3 DIAMETERS.C. CENTERLINE SPACING BETWEEN PARALLEL CONDUIT AND REINFORCING BARS TO BE 3 DIAMETERS.D. ADD REINFORCING AT POINTS OF CONGESTION AS DIRECTED BY JDB PROJECT ENGINEERING.

2. FOR SLABS - CONDUITS IN THE PLANE OF THE SLAB:A. LOCATE BETWEEN TOP AND BOTTOM REINFORCING. (WHERE APPLICABLE)B. MAXIMUM SIZE IN ONE LAYER TO BE NOT MORE THAN 1/4 OF CONCRETE THICKNESS.C. THREE LAYERS OR MORE CROSSING WILL NOT BE PERMITTED.

3. FOR WALLS & SLABS - CONDUIT/ PIPES NOT ALLOWED WITHOUT THE WRITTEN APPROVAL OF JDB PROJECT ENGINEERING.

WATERPROOFING ADDITIVE1. ALL WATER RETAINING / TREATEMENT CONCRETE STRUCTURES SHALL HAVE AN INTEGRAL CRYSTALINE WATERPROOFING

ADMIXTURE INCLUDED AT TIME OF CONCRETE BATCHING.2. ADMIXTURE SHALL BE XPEX BIO-SAN C500 OR APPROVED ALTERNATE. 3. SUBMIT PRODUCT DATA SHEET AND TESTING INFORMATION TO ENGINEER AND AWAIT WRITTEN ACCEPTANCE / APPROVAL OF

ALTERNATE PRIOR TO COMMENCING USE OF ALTERNATE PRODUCT.4. WATERPROOFING ADMIXTURE SHALL BE HANDLED, STORED AND APPLIED IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS / WRITTEN INSTRUCTIONS.5. PRODUCT APPLICATIORS SHALL BE CERTIFIED BY THE MANUFACTURER WHERE APPLICABLE6. WATERPROOFING ADDITIVE SHALL HAVE A MINIMUM 5 YEAR MANUFACTURERS WARRANTY FROM THE DATE OF SUBSTANTIAL

COMPLETION

PVC WATERSTOP1. ALL CONCRETE WATER RETAINING / TREATEMENT STRUCTURES SHALL HAVE CONTINUOUS HORIZONTAL PVC WATERSTOPS

PROVIDED BETWEEN BASE SLAB / WALL JOINTS AND VERTICAL WATERSTOPS PROVIDED AT ALL VERTICAL WALL POUR (COLD) JOINTS.

2. PVC WATERSTOP SHALL BE W.R. MEADOWS SEALTIGHT TYPE 4316 OR APPROVED ALTERNATE. 3. SUBMIT PRODUCT DATA SHEET AND TESTING INFORMATION TO ENGINEER AND AWAIT WRITTEN ACCEPTANCE / APPROVAL OF

ALTERNATE PRIOR TO COMMENCING USE OF ALTERNATE PRODUCT.4. FIELD SPLICE WATERSTOP ROLLS AND CUT ENDS IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS5. WHERE MULTIPLE WATERSTOP ROWS ARE SPECIFIED, STAGGER SPLICES IN ADJACENT ROWS MINIMUM 18" (450 mm) UNLESS

NOTED OTHERWISE ON THE PROJECT DRAWINGS

FOUNDATION - (CIP GRADE SUPPORTED REINFORCED CONCRETE PADS / FOOTINGS / RAFT SLABS)

1. NO SITE SPECIFIC GEOTECHNICAL REPORT HAS BEEN PREPARED, BIDDERS SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS INCLUDING DEPTH OF FILL MATERIAL TO BE REMOVED AS PART OF THE PROJECT SCOPE.

2. STRUCTURAL DESIGN OF REINFORCED CONCRETE AT GRADE FOOTINGS/RAFT SLABS HAS BEEN COMPLETED USING ALLOWABLE BEARING CAPACITIES AS SPECIFIED. A GEOTECHNICAL ENGINEER SHALL VERIFY THE EXISTING IN-SITU CLAY SOIL CAPACITY PRIOR TO COMMENCEMENT OF WORK TO VERIFY THAT REQUIRED BEARING CAPACITIES CAN BE REACHED.

3. REMOVE ALL ORGANIC, SOFTENED, FILL AND DELETRIOUS MATERIAL FROM ENTIRE FOOTPRINT OF PROPOSED STRUCTURE AND PROOF ROLL SUBGRADE TO IDENTIFY SOFT AREAS.

4. SOFT AREAS SHALL BE SUB-EXCAVATED TO COMPETENT SOIL STRATA AND SITE SHALL BE BROUGH BACK UP TO DESIGN ELEVATION USING NON-WOVEN GEOTEXTILE AND 3/4" DOWN COMPACTED ANGULAR OR SUB-ANGULAR GRANULAR MATERIAL PLACED IN 6" LIFTS AND COMPACTED TO A MINIMUM OF 100% STANDARD PROCTOR.

5. PROTECT EXCAVATED SUBGRADE FROM FREEZING, DRYING AND FROM INUNDATION AS A RESULT OF RAIN AND WATER RUNOFF TO PREVENT SOFTENING OF SUBGRADE MATERIAL PRIOR TO PLACEMENT OF BASE SLAB CONCRETE.

6. COMPACTED GRANULAR MATERIAL BELOW THE FOUNDATION SHALL EXTEND BEYOND ALL CAST IN PLACE FOUNDATION EDGES IN PLAN BY A MINIMUM DISTANCE EQUAL TO THE GRAVEL THICKNESS.

7. FOUNDATION ELEMENTS SHALL BE PROVIDED WITH EQUIVALENT 8 FEET (2.4 METERS) FROST PROTECTION THROUGH A COMBINATION OF SOIL COVER AND RIGID INSULATION PLACED UNDER, ON THE EXTERIOR VERTICAL EDGES, AND HORIZONTALLY AROUND THE EXTERIOR EDGES.

PRIMARY FLEXURAL REINF. TOP & BOT. EXTEND

PRIMARY FLEXURAL REINF. INTO PERPENDICULAR

MEMBER AS SHOWN.

2'-0"

2'-0"

15M x4'-0" LONGCORNER BARS TYP.

PRIMARY FLEXURAL REINF. TOP & BOT. EXTEND

PRIMARY FLEXURAL REINF. INTO PERPENDICULAR

MEMBER AS SHOWN. 2'-0"

2'-0"

15M x4'-0" LONGCORNER BARS TYP.

jdb project engineering inc.1-880L - 15TH STREET, WINKLER, MB R6W 0H5

PH: (204) 331-4440 EMAIL: [email protected]

TITLE:

DRAWING NO:SCALE:DRAWN BY:

DESIGNED BY: REVIEWED BY: PROJECT NO:

DATE:

SHEET NO:

FOR TENDER ONLY

NOT FOR CONSTRUCTION

PROJECT:

As indicated

S001

GENERAL NOTES

20-079

2021-05-14DP

DP jdb

095

SELKIRK SLUDGE DRYING BEDS

CITY OF SELKIRK200 Eaton Avenue, Selkirk, MB R1A 0W6

204-785-4900

1 : 20S001

2 TYPICAL CORNER BAR DETAIL

LIST OF STRUCTURAL DRAWINGS

NUMBER DRAWING TITLE

S001 GENERAL NOTES

S101 FOUNDATION SLAB PLAN AND DETAILS

S301 CROSS SECTIONS AND DETAILS

REVISION ISSUED FOR DATE

1 ISSUED FOR TENDER ONLY 2021-05-14

1 1

2

D

36620

11450 11350 11450

PROJECTNORTH

C

1

S301

2

S301

2060

32500

2060

SLUDGE DRYING BED BASE SLAB - 300 CONCRETE ON 100 RIGID INSULATION ON 300 WELL COMPACTED GRANULAR

MATERIAL ON UNDISTURBED SOIL

200 11150 100 100 11150 100 100 11150 200

200 SLOPED CONCRETE APRON SLAB TO MEET EXISTING GRADE /

NEW FINISH GRADE

2%

200x600 CONCRETE PERIMETER WALL C/W CONTINUOUS WATER STOP TO SLUDGE DRYING BED SLAB

2%

BA

36620

SLOPED CONCRETE BENCHING

200 SLOPED CONCRETE APRON SLAB TO MEET EXISTING GRADE / NEW FINISH GRADE

OUTLINE OF 100mm SLOPED HORIZONTAL RIGID INSULATION

SHOWN THUS

SLOPED CONCRETE BENCHING SLOPED CONCRETE BENCHING

SLOPED CONCRETE BENCHINGSLOPED CONCRETE BENCHING SLOPED CONCRETE BENCHING

SERVICE DESIGN LOADING

SLUDGE DRYING BEDGEOBAG - REFER TO INFORMATION BELOWSAND - ASSUMED SATURATED UNIT WEIGHT NOT TO EXCEED 18.8 kN/m^3 - 5.64 kPaCONCRETE PAVERS - 90mm THICK ASSUMED MAXIMUM 50% SOLID - 1.06 kPa

MAX DEPTH OF WATER CONTAINMENT - 690 mm FROM TOP OF CONCRETE SLAB- ASSUMED UNIT WEIGHT OF 9.81 kN/m^3 - 6.77 kPa

GEOBAG DESIGN INFORMATIONAPPROXIMATE GEOBAG DIMENSIONS - 6.706m WIDE x 30.48m LONG x 4.88m HIGH (22' WIDE, 100' LONG, 8' HIGH).DENSITY OF RETAINED SLUDGE = 1050 kg/cubic meterWEIGHT OF BAG WHEN FULL - 523,670 kg OR 5,135.6 kNSERVICE CONTACT PRESSURE AT SURFACE OF CONCRETE PAVERS - 25.13 kPa

CONCRETE FOUNDATION SELF-WEIGHTS200 THICK SLAB - 4.70 kPa300 THICK SLAB - 7.05 kPa

DESIGN SERVICE CONTACT PRESSURE AT UNDERSIDE OF RIGID INSULATION - 43.42 kPa (INCLUDES REDUCTION FOR SUBMERGED UNIT WEIGHT OF CONCRETE PAVERS AND SAND LAYER)

COMPACTED GRANULAR BASEDEPTH OF GRANULAR BASE TO BE SITE DETERMINE BASED ON DEPTH OF FILL MATERIAL TO BE REMOVED. REMOVE EXISTING FILL MATERIAL AND ORGANICS DOWN TO COMPETENT IN-SITU FIRM CLAY SOIL CAPABLE OF SUPPORTING SPRCIFIED ULS AND SLS DESIGN PRESSURES. SITE SHALL BE REVIEWED BY A GEOTECHNICAL ENGINEER REGISTERED IN THE PROVINCE OF MANITOBA TO VERIFY CLAY BEARING CAPACITY PRIOR TO PLACEMENT OF GRANULAR FILL

WELL COMPACTED GRANULAR BASE (3m ASSUMED) AT UNIT WEIGHT 21 kN/m^3 - 63.0 kPa

DESIGN CONTACT PRESSURE AT GRAVEL TO CLAY INTERFACE (INCLUDES WEIGHT OF GRANULAR BASE MATERIAL AND ASSUMES LOAD SPREAD AT 2 VERTICAL TO 1 HORIZONTAL)SLS CONTACT PRESSURE - 90.44 kPaULS CONTACT PRESSURE - 113.62 kPa

25M @ 200 mm TUL25M @ 200 mm BLL

15M

@ 3

00 m

m T

LL15

M @

300

mm

BU

L

1525

200x600 CONCRETE DIVIDER WALL C/W CONTINUOUS WATER STOP TO

SLUDGE DRYING BED SLAB EACH SIDE OF WALL REINFORCING

6706

30480

APPROXIMATE EXTENTS OF GEOBAG - ONE PER

CELL

5%

5%5%

5%

5% 5%

34250

CONCRETE PAVER - GRASS BLOCKPRECAST PERMEABLE CONCRETE PAVER BLOCK - ASSUMED MAXIMUM 50% SOLID CROSS SECTION. GRASS BLOCK BY TILECO INC OR ALTERNATE, CONTRACTOR TO SUBMIT PROPOSED PAVER DETAIL FOR CONSULTANT REVIEW PRIOR TO COMMENCEMENT OF WORK



TITLE:



DATE:

SHEET NO:

FOR TENDER ONLY


PROJECT:

1 : 100

S101

FOUNDATION SLAB PLAN AND DETAILS

20-079

2021-05-14DP

DP jdb

095



204-785-4900

1 : 100S101

1 FOUNDATION PLAN



1 2

2

S301

WELL COMPACTED GRANULAR BASE - DEPTH TBD BASED ON DEPTH OF FILL REMOVAL. 2.5 TO 3 m REMOVAL EXPECTED

SLUDGE DRYING BED BASE SLABSLOPED CONCRETE BENCHING

300 S

LA

B

100

IN

SU

L.

1860200364201860

4" (102mm) RIGID INSULATION RATED FOR CONTINOUS GROUND CONTACT. INSULATION TO HAVE SUFFICIENT COMPRESSIVE STRENGTH TO TRANSFER LOADING TO GRANULAR BASE

1525


300 SAND DRAINAGE LAYERUNIFORMITY COEFFICIENT < 4.0EFFECTIVE SIZE 0.3 TO 0.75 mm

90 mm CONCRETE GRASS BLOCK PAVERS

300

DESIGN RETENTION LEVEL

REMOVE ALL FILL MATERIAL AND ORGANICS TO COMPETENT LAYER OF UNDISTURBED IN-SITU

CLAY CAPABLE OF SUPPORTING SPECIFIED MINIMUM ULS AND SLS BEARING CAPACITIES

APPROXMATE OUTLINE OF GEOBAG

DC 1

S301

100 100

800

300

100

11150 200200 11150 100 100 11150

BA

4S301

5S301

34250 SLUDGE DRYING BEDS

TYPICAL PERIMETERWALL CONDITION

TYPICAL DIVIDERWALL CONDITION

6706

1220

APPROXMATE OUTLINE OF GEOBAG

300

APPROXMATE OUTLINE OF GEOBAGAPPROXMATE OUTLINE OF GEOBAG

DESIGN RETENTION LEVEL

1

1525

WELL COMPACTED GRANULAR SUB-BASE, DEPTH TBD BASED ON DEPTH OF FILL REMOVAL. 2.5 TO 3 m REMOVAL EXPECTEDPLACE IN MAXIMUM 6" THICK LIFTS AND COMPACT TO 100% STANDARD PROCTOR

100 mm RIGID INSULATION RATED FOR CONTINUOUS GROUND CONTACT MINIMUM 10 psi COMPRESSIVE STRENGTH


SLUDGE BED BASE SLAB -REFER TO PLAN FOR REINFORCING

SLUDGE BED PERIMETER WALL - REFER TO PLAN FOR REINFORCING

SLOPE CONCRETE APRON SLAB MIN 2% AWAY FROM SLUDGE DRYING BED

PERIMETER, MATCH TO EXISTING OR NEW FINISHED GRADE AT EXTERIOR EDGE

100 mm VERTICAL RIGID INSULATION RATED FOR CONTINUOUS GROUND CONTACT

100 mm SLOPED RIGID INSULATION FROST PROTECTION SKIRT - EXTEND MIN 1525 FROM FACE OF VERTICAL WALL

15M @ 300 mm TUL TOPERIMETER WALL

10M @ 250 mm TLL

REMOVE ALL FILL MATERIAL AND ORGANICS TO COMPETENT LAYER OF UNDISTURBED IN-SITU CLAY CAPABLE OF SUPPORTING SPECIFIED MINIMUM ULS AND SLS BEARING CAPACITIES

C

CONTINUOUS PVC WATERSTOP

CHAMFER TOP CORNERS OF WALL

WELL COMPACTED GRANULAR SUB-BASE, PLACE IN MAXIMUM 150 THICK LIFTS AND COMPACT TO 100% STANDARD PROCTOR

100 mm RIGID INSULATION RATED FOR CONTINUOUS GROUND CONTACT MINIMUM 10 psi COMPRESSIVE STRENGTH

2.5

TO

3m

TB

D

100

300

300

90

410

25M @ 200 mm TUL15M @ 300 mm TLL25M @ 200 mm BLL15M @ 300 mm BUL 300 THICK SAND LAYER

CONCRETE PAVERS

REMOVE ALL FILL MATERIAL AND ORGANICS TO COMPETENT LAYER OF UNDISTURBED IN-SITU CLAY CAPABLE OF SUPPORTING SPECIFIED MINIMUM ULS AND SLS BEARING CAPACITIES

A

800

300

100

2.5

TO

3 m

TB

D

25

SLUDGE DRYING BED BASE SLAB - REFER TO PLAN FOR REINFORCING

SLUDGE DRYING BED TYPICAL PERIMETER WALL

WELL COMPACTED GRANULAR SUB-BASE, THICKNESS TBD

CONTINUOUS PVC WATERSTOP

100 RIGID INSULATION RATED FOR CONTINUOUS GROUND CONTACT, MINIMUM 10 psi COMPRESSIVE STRENGTH

15M @ 300 mm VERTS

15M @ 300 mm HORIZ.

REMOVE ALL FILL MATERIAL AND ORGANICS TO COMPETENT LAYER OF UNDISTURBED IN-SITU

CLAY CAPABLE OF SUPPORTING SPECIFIED MINIMUM ULS AND SLS BEARING CAPACITIES

25M @ 200 mm TUL15M @ 300 mm TLL25M @ 200 mm BLL15M @ 300 mm BUL

300

90

SAND LAYER

CONCRETE PAVERS

300

MAXIMUM RETENTION DEPTH



TITLE:



DATE:

SHEET NO:

FOR TENDER ONLY


PROJECT:

As indicated

S301

CROSS SECTIONS AND DETAILS

20-079

2021-05-14DP

DP jdb

153



204-785-4900

1 : 50S301

1 SLUDGE DRYING BED - TRANSVERSE SECTION

1 : 50S301

2 TRANSVERSE SECTION



1 : 20S301

3 SLUDGE DRYING BED - TYPICAL SECTION AT APRON SLAB 1 : 20S301

4 TYPICAL SLUDGE DRYING CELL DIVIDER1 : 20S301

5 SLUDGE BED / FOUNDATION PAD TRANSITION

FOR TENDER ONLY S001 NOT FOR CONSTRUCTION

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