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LEGEND

PROPERTY LINE

930 SOMERSET STREET WESTOTTAWA, ONTARIO

ISSUED FOR SITE PLAN SUBMISSION19 AUGUST 2021

DRAWING INDEXLANDSCAPE SITE PLAN L1.0

ENGINEERING STRUCTURAL NOTES 1

ENGINEERING PLAN 2

KEY PLAN

PLANT REC CENTRESHADE SAIL

WORK AREA

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930 SOMERSET ST W

PAVILION

LOW POST2.74m HT, SEEENGINEERINGDRAWINGS

HIGH POST 4m HT.,SEE ENGINEERING

DRAWINGS

2

7

2

0

6

4

5

0

1

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7

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SAFETY ZONE FORPLAYGROUND

MEDIUM POST3.5m HT, SEEENGINEERINGDRAWINGS

1800

8

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5

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6

3

2

0

6

2

4

0

7300

NOTE:1. CONFIRM ALL UTILITY LOCATES PRIOR TO

CONSTRUCTION.2. EXISTING FENCE TO REMAIN, ANY

SECTION REMOVED FOR CONSTRUCTIONACCESS TO BE REINSTATED. INSTALLADDITIONAL FENCE POSTS AS REQUIRED.

3. ALL AREAS USED FOR CONSTRUCTIONACCESS TO BE REINSTATED TOPRE-EXISTING CONDITIONS

4. SAIL INSTALLERS TO WRAP TREES ALONGACCESS ROUTE AS DETAILED BY CITYFORESTER PRIOR TO POST INSTALLATION

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EXISTING ELECTRICAL LINES

EXISTING CONTOURS

EXISTING 1525mm FENCE

EXISTING 3658mm FENCE

EXISTING CONCRETE

EXISTING SOD/PLANTING BED

EXISTING SAND

EXISTING TREE

EXISTING BENCH

EXISTING LIGHT POLE

EXISTING MAN HOLE

EXISTING CATCH BASIN

TREE PROTECTION FENCING

SHADE SAIL FOOTING

SHADE SAIL

FINISHED GRADE

ADJACENT SURFACE PERPLAN

CONCRETESONOTUBE, SHAPE TOP OF

FOUNDATION TO SHED WATERAWAY FROM STRUCTURE

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SEE ENGINEERING FORFOUNDATION DETAILS

UNDISTURBED ORTHOROUGHLY COMPACTED

ACCEPTABLE SUBGRADE

150

SEE SHOP DRAWINGS FORSAIL CONNECTION DETAILS

LEGEND

PROPERTY LINE

DATE:

SCALE:

DRAWN BY:

LA PROJECT NO.

DRAWING NO.:

SEAL: NORTH:

CONSULTANT:

PROJECT:

DRAWING TITLE:

NO. DATE DESCRIPTION

ISSUED FOR SITE PLAN

ISSUED FOR COORDINATION

ISSUED FOR COORDINATION

2021-08-19

2021-07-20

2021-07-05

3

2

1

OTTAWA, ON, K1R 6R9930 SOMERSET ST W

PLANT POOL SHADE SAIL

LANDSCAPE PLAN

L1.021812-1

SG

AS SHOWN

2021-06-22

L1.01 SITE PLAN 1:100

1 2 3 4 5 m0

GRAPHIC SCALE

L1.02

NTSPROJECT BOUNDARY

KEY MAP NTS

L1.03

NTSTREE PROTECTION FENCING

L1.04

1:20SHADE SAIL FOOTING

4L-1.0

GENERAL NOTES

1.All general site information and conditions compiledfrom architect's and engineer's plans and surveys.2.Do not scale this drawing.3.Report any discrepancies prior to commencing work.No responsability is born by the Landscape Architect forunknown subsurface conditions.4.contractor to check and verify all dimensions on siteand report any errors and/or omissions to theLandscape Architect.5.Reinstate all areas and items damaged as a result ofconstruction activities to the satisfaction of theLandscape Architect.6.Contractor to layout planting beds, pathways etc. toapproval of Landscape Architect prior to any excavation.7.Drawing may not be used for construction until signedby Landscape Architect as issued for construction.8.The accuracy of the position of utilities is notguaranteed.9.Individual utility co. must be contacted for confirmationof utility existence and location prior to digging.10.This drawing is an instrument of service and requiresthe permission of the Landscape Architect for use.Copyright is reserved by the Landscape Architect, DavidM. Lashley.

TREE PRESERVATION & PROTECTION NOTES

1.All existing trees to remain shall be protected fromdamage during construction by maintaining a protectionfence at the dripline of the tree or group of trees.2.Dead trees shall be removed from the woodland area.3.Buckthorn shrubs shall be cleared and grubbled fromthe eastern edge of the woodland area as identified bythe Landscape Architect.

E N G I N E E R I N G

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PLANT POOL RECREATION ASSOCIATION930 SOMERSET ST. W.

OTTAWA, ONT.212216-78

2122

16-7

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INDEX

DWG DESCRIPTION1 STRUCTURAL NOTES2 PLAN

"NO SHADE AREA":SHADE SAILS, BY THE PHYSICS OF DESIGN, REQUIRE A CURVED EDGE - A CATERNARY CURVE. THUS A SHADE SAILEDGE WILL HAVE A CURVE DEPTH WHICH IS APPROXIMATELY 8 TO 10% OF ITS LENGTH. THIS WILL CREATE A "NO SHADE AREA" BETWEEN TWO ADJACENT BUT NOT OVERLAPPING SHADE SAILS.

GENERAL NOTES:

1. READ STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE OTHER CONTRACT DOCUMENTS.

2. DO NOT RELY ON DRAWINGS UNLESS THEY ARE SIGNED AND SEALED.

3. THE SCOPE OF GM BLUE PLAN'S WORK IS LIMITED TO THE STRUCTURAL DESIGN OF THE STEEL POSTS AND FOUNDATION.

4. GM BLUEPLAN ENGINEERING LIMITED CANNOT BE RESPONSIBLE FOR CHANGES MADE DURING CONSTRUCTION FOR ANY REASON, UNLESS WRITTEN APPROVAL IS PROVIDED BY THE ENGINEER. THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR COORDINATING GRADING, DRAINAGE AND ARCHITECTURAL DETAILS TO ENSURE THAT ALL RELEVANT CODES AND REGULATIONS ARE MET.

5. THE CONTRACTOR IS TO CHECK AND VERIFY ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS AND IN THE FIELD BEFORE CONSTRUCTION. ANY DISCREPANCIES OR ERRORS MUST BE REPORTED TO THE ENGINEER PRIOR TO COMMENCING WORK.

6. DO NOT SCALE DRAWINGS.

7. DESIGN LIVE LOADS FOR EACH PORTION OF THE STRUCTURE ARE SHOWN. DO NOT EXCEED THESE LOADS DURING CONSTRUCTION.

8. FEATURES OF CONSTRUCTION NOT FULLY SHOWN ARE OF THE SAME CHARACTER AS THOSE NOTED FOR SIMILAR CONDITIONS.

9. STRUCTURAL DESIGN IS BASED ON THE LATEST EDITION OF THE NATIONAL AND ONTARIO BUILDING CODES.

10. ANY TEMPORARY SHORING REQUIRED TO CONSTRUCT THE WORKS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

11. WHERE IMPORTING OR EXPORTING OF SOILS FROM THE SITE IS REQUIRED, THE OWNER OR GENERAL CONTRACTOR SHALL ENSURE THAT SOIL IS MANAGED IN ACCORDANCE WITH THE PROVINCIAL EXCESS SOIL STANDARDS.

12. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL REQUIRED UTILITY LOCATES PRIOR TO CONSTRUCTION. ANY UTILITIY LOCATIONS NOTED ON DRAWING ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR.

FOUNDATIONS:

1. FOUND ALL FOOTINGS ON NATURALLY CONSOLIDATED, UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAINING 150 kPa (3000 psf) OR BEDROCK CAPABLE OF SUSTAINING 300 kPa (6200 psf). BEARING CAPACITY SHALL BE CONFIRMED BY CBO OR ENGINEER.

2. THE FOLLOWING SOIL CONDITIONS HAVE BEEN ASSUMED AND ARE TO BE CONFIRMED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF ACTUAL CONDITIONS DIFFER FROM THOSE ASSUMED:

UNIT WEIGHT OF COHESIONLESS SOIL, 20 kN/m³ (130 pcf)ANGLE OF INTERNAL FRICTION, 26°RANKINE PASSIVE EARTH PRESSURE, Kp 2.5

3. CONCRETE FOUNDATION TO BE EXCAVATED BY HYDROVAC OR AUGER. IF FOUNDATION IS AUGERED, ENSURE INTEGRITY OF SIDE WALLS PRIOR TO PLACING CONCRETE. IF BEDROCK IS ENCOUNTERED, BREAK OUT ROCK AND FILL ALL VOIDS AFTER FOUNDATION IS INSTALLED.

4. PROTECT SOIL FROM FREEZING ADJACENT TO AND BELOW ALL FOOTINGS DURING CONSTRUCTION.

5. ANCHOR RODS TO BE ASTM A36 ROUND BAR STOCK (Fy = 248 MPa) OR CSA-G40.21 GRADE 300 W (Fy = 300 MPa).

STRUCTURAL STEEL:

1. HSS STEEL SHALL CONFORM TO THE REQUIREMENTS OF CSA SPECIFICATIONS S16.1(LATEST EDITION) AND CSA SPECIFICATIONS G40.21, TYPE 350W (LATEST EDITION) FOR BEAMS, 350W FOR HSS (CLASS C), AND 300W FOR PLATES.

2. THE WELDING SHALL CONFORM TO THE REQUIREMENTS OF CSA STANDARD W59 (LATEST EDITION) AND THE WELDING COMPANY AND WELDERS SHALL BE QUALIFIED UNDER THE REQUIREMENTS OF CSA STANDARD W57 (LATEST EDITION) FOR THE APPROPRIATE POSITION.

3. STRUCTURAL STEEL TO BE HOT DIP GALVANIZED IN ACCORDANCE WITH CAN/CSA G164 OR POWDER COATED.

4. IF COLUMN IS FASTENED TO FOOTING WITH BASE PLATE CONNECTION, DRAIN HOLES NEAR BASE OF COLUMNS ARE RECOMMENDED TO PREVENT ACCUMULATION OF CONDENSATION (MIN. 2 PER COLUMN).

5. ALL COLUMNS TO BE INSTALLED VERTICALLY PLUMB UNLESS OTHERWISE SPECIFIED.

DESIGN INFORMATION:

1. THE SAIL IS NOT DESIGNED TO SUPPORT SNOW LOADS, AND MUST BE REMOVED DURING THE WINTER SEASON.

2. SHADE SAIL STRUCTURE HAS NOT BEEN DESIGNED FOR SEISMIC LOADING AS BREAKAWAY CONNECTIONS HAVE LIMITED FORCES APPLIED TO SUPPORTS AND ADJACENT STRUCTURES.

3. TENSION CABLES AND HARDWARE MUST BE MONITORED AND ADJUSTED PERIODICALLY BY COMPETENT TECHNICIANS TO ENSURE THAT SHADE SAILS REMAIN TAUT TO PREVENT FLAPPING OF THE SAIL.

4. ALL MATERIALS AND WORKMANSHIP SHALL BE SUPPLIED BY SHADE SAILS CANADA INC. ANY SUBSTITUTION OF MATERIAL, HARDWARE OR CONSTRUCTION METHODS MUST BE APPROVED IN WRITING BY GM BLUEPLAN LIMITED AND SHADE SAILS CANADA INC. FAILURE TO DUE SO RENDERS THIS DESIGN INVALID.

5. ALL CONNECTION HARDWARE FOR SHADE SAIL TO BE STAINLESS STEEL GRADE 316. DESIGN OF SHADE SAIL CONNECTIONS BY OTHERS.

COLD WEATHER REQUIREMENTS:

THE FOLLOWING COLD WEATHER REQUIREMENTS SHALL APPLY WHENEVER THE AIR TEMPERATURE IS AT OR BELOW 5°C, OR WHEN THERE IS A PROBABILITY OF ITS FA LLING BELOW 5°C WITHIN 24 HOURS OF PLACING. NO COLD WEATHER CONCRETE WORK SHOULD BE DONE WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER.

1. ALL COLD WEATHER CONCRETING SHALL BE COMPLETED IN ACCORDANCE WITH CAN/CSA A23.1-04.

2. ALL MATERIALS AND HEATING EQUIPMENT NEEDED FOR ADEQUATE PROTECTION AND CURING SHALL BE ON HAND AND READY FOR USE BEFORE PLACEMENT IS STARTED. PROTECTION SHALL BE PROVIDED BY MEANS OF HEATED ENCLOSURES, COVERINGS, INSULATION, OR A SUITABLE COMBINATION OF THESE METHODS.

3. ALL AGGREGATES AND WATER SHALL BE PRE-HEATED. ALL FORMS, FILL AND GROUND WITH WHICH THE CONCRETE IS IN CONTACT OR IS CALCULATED TO COME IN CONTACT WITH SHALL BE DEFROSTED. STEEL REINFORCEMENT AND AGGREGATES SHALL BE PROTECTED BY ADEQUATE MEANS TO PREVENT FORMATION OF AN ICE FILM.

4. ALL CONCRETE SHALL HAVE A TEMPERATURE BETWEEN 10°C AND 25°C WHEN PLACED IN THE FORMS. REFER TO CAST-IN-PLACE CONCRETE NOTES FOR CURING TYPES. MAINTAIN THE FOLLOWING CONCRETE TEMPERATURES DURING CURING:· CURING TYPE 1 - 10°C FOR 3 DAYS (OR UNTIL 40% OF SPECIFIED STRENGTH IS OBTAINED)· CURING TYPE 2 - 10°C FOR 10 DAYS (OR UNTIL 70% OF SPECIFIED STRENGT H IS OBTAINED)

5. ALL CANVAS OR OTHER PROTECTIVE COVERING SHALL BE KEPT CLEAR OF ALL CONCRETE IN ORDER TO PERMIT FREE CIRCULATION OF AIR ALL AROUND ALL WALLS, COLUMNS, AND OVER THE TOPS OF ALL SLABS.

6. THE HEATING PROTECTION SHALL NOT BE COMPLETELY REMOVED UNTIL THE CONCRETE HAS COOLED TO A MAXIMUM TEMPERATURE DIFFERENTIAL BETWEEN THE CONCRETE AND AIR TEMPERATURE OF 12°C.

7. THE CONTRACTOR IS TO PROTECT ALL FOUNDING SOIL FROM FREEZING DURING THE CONSTRUCTION PERIOD. THIS INCLUDES FOOTINGS THAT HAVE BEEN CAST.

CAST-IN-PLACE CONCRETE PLACEMENT:

1. ALL CONCRETE MATERIALS, FORMWORK, TOLERANCES AND CONSTRUCTION SHALL CONFORM TO CAN/CSA A23.1-19/A23.2-19.

2. REINFORCING STEEL BARS SHALL BE DEFORMED BILLET STEEL BARS, GRADE 400R CONFORMING TO CAN/CSA G30.18-09 (R2014), UNLESS NOTED.

3. ALL REINFORCING BARS SHALL BE SECURELY TIED, SUPPORTED IN THE FORMS AND SPACED WITH STANDARD ACCESSORIES SO THAT THERE IS NO MOVEMENT DURING CONCRETE PLACEMENT.

4. REINFORCING IS TO BE PLACED IN GENERAL ACCORDANCE WITH REINFORCING STEEL INSTITUTE OF CANADA, MANUAL OF STANDARD PRACTICE, CHAPTER 7. ALL SPLICES SHALL BE A CLASS "B" SPLICE, UNLESS OTHERWISE NOTED.

5. ALL REINFORCING STEEL IN PLACE TO BE MADE AVAILABLE FOR INSPECTION BY ENGINEER BEFORE POURING THE CONCRETE. ENGINEER TO BE NOTIFIED WELL IN ADVANCE OF POURING SCHEDULE. ENGINEER TO CARRY OUT INSPECTION AT HIS DISCRETION.

6. PROVIDE PORTLAND CEMENT OF CANADIAN MANUFACTURE CONFORMING WITH CSA/CAN A3000-18, TYPE 10.

7. PROVIDE CLEAN, UNCOATED SAND AND COARSE AGGREGATES FROM APPROVED SOURCES WHICH CONFORM WITH CSA/CAN 3-A2M. NOMINAL SIZE OF COARSE AGGREGATES TO BE 14 mm (9/16") - 20 mm (3/4")

8. CONCRETE SLUMPS SHALL BE CONSISTENT AT 80 mm (3") ± 20 mm (3/4"). ADMIXTURES, WHERE APPROVED BY THE ENGINEER, SHALL CONFORM TO CSA STANDARD CAN 3-A266M, AND MAY BE USED TO INCREASE THE SLUMP ABOVE THIS VALUE.

9. CURE CONCRETE FOR A MINIMUM OF SEVEN DAYS (CONTINUOUS WET CURE).

10. DO NOT LOAD STRUCTURE UNTIL CONCRETE HAS REACHED 70% OF THE 28 DAY DESIGN STRENGTH OR 7 DAYS, WHICH EVER IS LONGER.

11. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 25 MPa (3600 psi).PROVIDE 4%-7% AIR ENTRAINMENT. SLUMP SHALL BE 80 mm (3") ± 20 mm (3/4") AND 0.55 MAX. WATER TO CEMENT RATIO.

DESIGN PARAMETERS:

1. DESIGN OF THE POST AND FOUNDATION IS BASED ON THE LIMITING CAPACITY OF THE BREAKAWAY HARDWARE. THE ULTIMATE BREAKING LIMIT OF CONNECTION HARDWARE SHALL NOT EXCEED 1000 lb (4.6 kN). BREAKING CAPACITY SPECIFIED BY SHADE SAILS CANADA.

2. DEFLECTION LIMIT FOR POST UNDER DESIGN LOADING: L/100.

3. FACTOR OF SAFETY FOR OVERTURNING OF FOUNDATION > 1.50.

PROJECT NO. :

DATE :

APPROVED BY :

DESIGNED BY :

DRAWN BY :

SCALE :

DRAWING NO. :

E N G I N E E R I N G

NOT FOR CONSTRUCTION

PRELIMINARY

THIS DRAWING IS THE PROPERTY OF SHADE SAILS CANADA INC. / TENSARCH AND CANNOT BE USED OR DUPLICATED WITHOUT THEIR CONSENT.8/13

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C.B. J.B.

J.B. AUG 13, 20211

212216-78

PLANT POOL RECREATIONASSOCIATION

SHADE SAILS CANADA INC.

930 SOMERSET ST. W.OTTAWA, ONT.

STRUCTURAL NOTESNo. DATE REVISION DESCRIPTION CH'KD

1 AUG 16,2021 ISSUED FOR CLIENT REVIEW J.B.

COMMERCIAL SHADE CLOTH (COLOUR TO BE DETERMINED BY OWNER)

P2

P1

P3

30' - 11"

26' -

4"

38' - 6"

GRADE0' - 0"

1 1/

2"P

OS

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EIG

HT

(H

)6"

FO

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(F

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SAIL CONNECTION (SEEPLAN FOR ELEVATION)

VARIES

1/2" Ø STAINLESS STEEL EYE HOOK

D SHACKLE (LOAD FUSE)

TURNBUCKLE CABLE TO BE STAINLESS STEEL GRADE 316 WITH 7x19 WEAVE (DIAMETER TO BE DETERMINED)

SIZE , S

HSS POST

CONCRETE FOUNDATION. SHAPE TOP OF FOUNDATION TO SHED WATER AWAY FROM STRUCTURE.

BOTTOM OF FOOTING TO BE SET ON UNDISTURBEDNATIVE SOIL

1/4" THICK CAP WELDED SMOOTHLY

4"

MIN

.

3"

SURFACE AS PER LANDSCAPE PLAN

9/16" Ø THROUGH HOLE (MULTIPLE BOLT CONNECTIONS TO BE VERTICALLY INLINE UNLESS NOTED OTHERWISE.

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H (

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BOTTOM OF COLUMN TO BE SET 4" ABOVE BOTTOM OF CONCRETE FOOTING. COLUMN TO BE SUPPORTED WITH CONCRETE PAVING STONE OR BRICK (OR APPROVED EQUIVALENT) WITH A MAXIMUM BEARING AREA OF 8" x 8".

FOUNDATION SIZE, D

SCALE: 3/16" = 1'-0"PLAN VIEW

FOUNDATION AND COLUMN SCHEDULE

MARK H (MAX) L (LENGTH) S F (DEPTH) DREINFORCING

REQUIREDP1 9' - 0" 14' - 3 1/2" HSS 6"x0.25" 5'-0" 3'-0" NOP2 13' - 0" 18' - 3 1/2" HSS 6.625"x0.375" 5'-0" 3'-6" NOP3 11' - 6" 16' - 9 1/2" HSS 6.625"x0.375" 5'-0" 3'-0" NO

PROJECT NO. :

DATE :

APPROVED BY :

DESIGNED BY :

DRAWN BY :

SCALE :

DRAWING NO. :

E N G I N E E R I N G

NOT FOR CONSTRUCTION

PRELIMINARY

THIS DRAWING IS THE PROPERTY OF SHADE SAILS CANADA INC. / TENSARCH AND CANNOT BE USED OR DUPLICATED WITHOUT THEIR CONSENT. As indicated8/13

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J.B. AUG 13, 20212

212216-78

PLANT POOL RECREATIONASSOCIATION

SHADE SAILS CANADA INC.

930 SOMERSET ST. W.OTTAWA, ONT.

PLAN

NOTE:1. POST HEIGHTS (H) MAY VARY TO SUIT SITE REQUIREMENTS (MAX. 6" HIGHER THAN SHOWN)2. POST LOCATIONS MAY VARY +/- 6" FROM DIMENSIONS SHOWN ON PLAN.3. MINIMUM FOUNDATION DEPTH NOTED IN FOUNDATION SCHEDULE. EXTEND DEPTH OF

FOOTING TO SUIT LOCAL FROST DEPTHS AS REQUIRED.4. CENTRE POST ON FOUNDATION.5. IF FOUNDATION DEPTH CANNOT BE ACHIEVED OR CONTACT WITH GROUND WATER LEVEL

OCCURS, THE DESIGN ENGINEER MUST BE NOTIFIED PRIOR TO FOUNDATION CONSTRUCTION.

6. IF SQUARE FOOTINGS ARE NOTED ON DRAWINGS AND CONTRACTOR PROPOSES TO USE CIRCULAR FOOTINGS, INCREASE 'D' BY 1'-0".

No. DATE REVISION DESCRIPTION CH'KD

1 AUG 16,2021 ISSUED FOR CLIENT REVIEW J.B.

SCALE: 1/2" = 1'-0"TYPICAL SECTION1