n nwebcast.ottawa.ca/plan/all_image referencing_site...please refer to details d4, d6, d9, and...

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LANDSCAPE DETAILS CITY OF OTTAWA LONGFIELDS DRIVE, CHAPMAN MILLS 114014-16A REV # 4 114014-L2 JF JF JP JF RJ D5 POURED IN PLACE CONCRETE WALL AND PILLARS ALCUF NOISE BARRIER D6 1. CLIENT REVIEW FEB 14/14 JF M:\2014\114014\CAD\Landscape\SPA - Subdivision\114014_L1.dwg, L-DTL, Oct 17, 2014 - 1:49pm, jpalacios NOTE: THE POSITION OF ALL POLE LINES, CONDUITS, WATERMAINS, SEWERS AND OTHER UNDERGROUND AND OVERGROUND UTILITIES AND STRUCTURES IS NOT NECESSARILY SHOWN ON THE CONTRACT DRAWINGS, AND WHERE SHOWN, THE ACCURACY OF THE POSITION OF SUCH UTILITIES AND STRUCTURES IS NOT GUARANTEED. BEFORE STARTING WORK, DETERMINE THE EXACT LOCATION OF ALL SUCH UTILITIES AND STRUCTURES AND ASSUME ALL LIABILITY FOR DAMAGE TO THEM. PROJECT No. REV DRAWING No. DRAWING NAME LOCATION No. REVISION DATE BY FOR REVIEW ONLY SCALE APPROVED CHECKED DRAWN CHECKED DESIGN Suite 200, 240 Michael Cowpland Drive Ottawa, Ontario, Canada K2M 1P6 Telephone (613) 254-9643 Facsimile (613) 254-5867 Website www.novatech-eng.com NOT FOR CONSTRUCTION N T A R I A A A A A R N N T T I I S S S S T I C F C C C L D P E E H M E E B R R Y A N G . J A E M S M STANDARD DECIDUOUS TREE PLANTING D1 STANDARD CONIFEROUS TREE PLANTING D2 SHRUB AND PERENNIAL PLANTING D3 ALCUF WOOD ACOUSTIC FENCE WITH ALUMINIUM FRAME D4 CONCRETE WALKWAY D7 SLOPE PAVING SURFACE TO DRAIN AS SHOWN ON PLAN; 1% MIN. CROSS SLOPE CONCRETE GRANULAR 'A' COMPACTED 98% SPD SUB-GRADE COMPACTED TO 98% SPD OR PER GEOTECHNICAL REPORT RECOMMENDATIONS 1. REFER TO SPECIFICATIONS FOR CONCRETE FINISH AND TINTING SPECIFICATIONS. 2. PROVIDE CLEAN STRAIGHT ASPHALT IMPREGNATED FIBRE BOARD EXPANSION JOINT BETWEEN NEW CONCRETE PAVING AND EXISTING STRUCTURES. SIMILAR EXPANSION JOINTS AT MAX. 6.0m INTERVALS, AND AS PER LAYOUT PLAN. 3. CONTROL JOINTS AT MAX. 900mm INTERVALS. SAWCUT AS PER LAYOUT PLAN. NOTE: NO BORDERS FIBRE BOARD EXPANSION JOINT CONCRETE SAWCUT CONTROL JOINT CONCRETE ENLARGEMENT OF JOINTS DOUBLE GATE PATH PLAN VIEW SINGLE GATE PATH PLAN VIEW 900 VARIES, EXTEND TO SIDEWALK VARIES, EXTEND TO SIDEWALK TYPICAL ELEVATION 2. CLIENT REVIEW SEP 19/14 RJ ALCUF CUSTOM CONFIGURATION D8 ALCUF GATE D9 PLEASE REFER TO DETAILS D4, D6, D9, AND SPECIFICATIONS. GATE AS PER DISCUSSION WITH HARVEY PARISIEN. REFER TO EMAILS: From: Ryan James Sent: September-18-14 8:56 AM To: 'Harvey Parisien' Subject: RE: 114014 Chapman Mills Fence CONTACT HARVEY PARISIEN 613-223-5182 From: Harvey Parisien [mailto:[email protected]] Sent: September-26-14 10:10 AM To: Ryan James Subject: Re: 114014 Chapman Mills Fence 3. CLIENT REVIEW SEP 26/14 RJ 1.5m BLACK VINYL CHAINLINK FENCE D10 1. ALL FENCE COMPONENTS SHALL BE BLACK. NO PLASTIC FITTINGS OR COMPONENTS ARE TO BE USED. 2. ALL FENCE POSTS AND PIPE TO BE SCHEDULE '40' PIPE. 3. CHAINLINK FABRIC TO BE BLACK VINYL 50mm MESH OF 12 GAUGE WIRE, FOLDED EDGES TOP AND BOTTOM, FASTENED TO TOP RAIL, BRACE RAIL, LINE POST, STRETCHER BAR AND TENSION WIRE WITH 3.5 GAUGE BLACK VINYL WIRE AT 450 O.C. 4. CONTRACTOR TO ENSURE THAT THE FENCE MESH IS SAFE, SUFFICIENTLY TENSIONED AND SECURELY FASTENED AND THAT THE FENCE IS COMPLETED TO THE HIGHEST INDUSTRY STANDARD. 5. ALL DIMENSIONS ARE IN MILLIMETRES. 6. REFER TO SPECIFICATIONS. NOTE: 2400mm MAX. FINISHED GRADE 60mm O.D. LINE POSTS 178mm COUPLING 43mm O.D. TOP RAIL RANDOM LENGTHS ALL POSTS TO BE SECURELY FITTED WITH BLACK WEATHER-TIGHT CAPS 89mm O.D. TERMINAL POSTS INSTALLED AT ALL ENDS, STRAINING AREAS, CORNERS AND STEEP GRADES STRETCHER BAR 5 x 19mm MIN. BAR BANDS 300mm O.C. 6 x 19mm MIN. 43mm O.D. BOTTOM RAIL, RANDOM LENGTHS SINGLE STRAND 5 GAUGE TENSION WIRE SECURED BY MALLEABLE IRON TURNBUCKLE TYP. FOOTING: 20MPa CONCRETE SONOTUBE FOOTING, TOP TO BE DOMED BY HAND 100mm BELOW FINISHED GRADE 300 TYP. FOR LINE POSTS 450 TYP. FOR TERMINAL POSTS 43mm O.D. DIAGONAL BRACE RAIL AT TERMINAL POSTS 4. ISSUED FOR SITE PLAN APPROVAL OCT 17/14 RJ

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Page 1: N Nwebcast.ottawa.ca/plan/all_image referencing_site...PLEASE REFER TO DETAILS D4, D6, D9, AND SPECIFICATIONS. GATE AS PER DISCUSSION WITH HARVEY PARISIEN. REFER TO EMAILS: From: Ryan

LANDSCAPE DETAILS

CITY OF OTTAWALONGFIELDS DRIVE, CHAPMAN MILLS

114014-16A

REV # 4

114014-L2

JF

JF

JP

JF

RJ

D5POURED IN PLACE CONCRETE WALL AND PILLARS ALCUF NOISE BARRIER D6

1. CLIENT REVIEW FEB 14/14 JF

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1401

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, Oct

17,

201

4 - 1

:49p

m, j

pala

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NOTE:THE POSITION OF ALL POLE LINES, CONDUITS,WATERMAINS, SEWERS AND OTHERUNDERGROUND AND OVERGROUND UTILITIES ANDSTRUCTURES IS NOT NECESSARILY SHOWN ONTHE CONTRACT DRAWINGS, AND WHERE SHOWN,THE ACCURACY OF THE POSITION OF SUCHUTILITIES AND STRUCTURES IS NOT GUARANTEED.BEFORE STARTING WORK, DETERMINE THE EXACTLOCATION OF ALL SUCH UTILITIES ANDSTRUCTURES AND ASSUME ALL LIABILITY FORDAMAGE TO THEM.

PROJECT No.

REV

DRAWING No.

DRAWING NAME

LOCATION

No. REVISION DATE BY

FOR REVIEW ONLYSCALE

APPROVED

CHECKED

DRAWN

CHECKED

DESIGN

Suite 200, 240 Michael Cowpland Drive

Ottawa, Ontario, Canada K2M 1P6

Telephone (613) 254-9643

Facsimile (613) 254-5867

Website www.novatech-eng.com

NOT FORCONSTRUCTION

N

TARIA

A

A

AA

R

N N

TT

I

I

SS

S

S

TI

C

F

CC

C

L D

PE

E

H

ME EB R

RYAN G. JAEM

S

M

STANDARD DECIDUOUS TREE PLANTING D1 STANDARD CONIFEROUS TREE PLANTING D2 SHRUB AND PERENNIAL PLANTING D3 ALCUF WOOD ACOUSTIC FENCE WITH ALUMINIUM FRAME D4

CONCRETE WALKWAY D7

SLOPE PAVING SURFACE TODRAIN AS SHOWN ON PLAN;1% MIN. CROSS SLOPE

CONCRETE

GRANULAR 'A' COMPACTED98% SPD

SUB-GRADE COMPACTED TO 98%SPD OR PER GEOTECHNICALREPORT RECOMMENDATIONS

1. REFER TO SPECIFICATIONS FORCONCRETE FINISH AND TINTINGSPECIFICATIONS.

2. PROVIDE CLEAN STRAIGHTASPHALT IMPREGNATED FIBREBOARD EXPANSION JOINTBETWEEN NEW CONCRETE PAVINGAND EXISTING STRUCTURES.SIMILAR EXPANSION JOINTS ATMAX. 6.0m INTERVALS, AND AS PERLAYOUT PLAN.

3. CONTROL JOINTS AT MAX. 900mmINTERVALS. SAWCUT AS PERLAYOUT PLAN.

NOTE:NO BORDERS

FIBRE BOARD EXPANSION JOINT

CONCRETE

SAWCUT CONTROL JOINT

CONCRETE

ENLARGEMENT OF JOINTS

DOUBLE GATE PATH PLAN VIEW SINGLE GATE PATH PLAN VIEW

900 VARIES, EXTEND TO SIDEWALK

VARIES, EXTEND TO SIDEWALK

TYPICAL ELEVATION

2. CLIENT REVIEW SEP 19/14 RJ

ALCUF CUSTOM CONFIGURATION D8 ALCUF GATE D9

PLEASE REFER TO DETAILS D4, D6, D9,AND SPECIFICATIONS.

GATE AS PER DISCUSSION WITH HARVEY PARISIEN. REFER TO EMAILS:

From: Ryan JamesSent: September-18-14 8:56 AMTo: 'Harvey Parisien'Subject: RE: 114014 Chapman Mills Fence

CONTACT HARVEY PARISIEN 613-223-5182

From: Harvey Parisien [mailto:[email protected]]

Sent: September-26-14 10:10 AM

To: Ryan James

Subject: Re: 114014 Chapman Mills Fence

3. CLIENT REVIEW SEP 26/14 RJ

1.5m BLACK VINYL CHAINLINK FENCE D10

1. ALL FENCE COMPONENTS SHALL BE BLACK. NO PLASTIC FITTINGS ORCOMPONENTS ARE TO BE USED.

2. ALL FENCE POSTS AND PIPE TO BE SCHEDULE '40' PIPE.3. CHAINLINK FABRIC TO BE BLACK VINYL 50mm MESH OF 12 GAUGE

WIRE, FOLDED EDGES TOP AND BOTTOM, FASTENED TO TOP RAIL,BRACE RAIL, LINE POST, STRETCHER BAR AND TENSION WIRE WITH3.5 GAUGE BLACK VINYL WIRE AT 450 O.C.

4. CONTRACTOR TO ENSURE THAT THE FENCE MESH IS SAFE,SUFFICIENTLY TENSIONED AND SECURELY FASTENED AND THAT THEFENCE IS COMPLETED TO THE HIGHEST INDUSTRY STANDARD.

5. ALL DIMENSIONS ARE IN MILLIMETRES.6. REFER TO SPECIFICATIONS.

NOTE:

2400mm MAX.

FINISHED GRADE

60mm O.D. LINE POSTS178mm COUPLING

43mm O.D. TOP RAIL RANDOM LENGTHS

ALL POSTS TO BE SECURELY FITTEDWITH BLACK WEATHER-TIGHT CAPS

89mm O.D. TERMINAL POSTS INSTALLEDAT ALL ENDS, STRAINING AREAS,CORNERS AND STEEP GRADES

STRETCHER BAR 5 x 19mm MIN. BARBANDS 300mm O.C. 6 x 19mm MIN.

43mm O.D. BOTTOM RAIL, RANDOMLENGTHS

SINGLE STRAND 5 GAUGE TENSIONWIRE SECURED BY MALLEABLE IRONTURNBUCKLE

TYP. FOOTING:20MPa CONCRETE SONOTUBE FOOTING,TOP TO BE DOMED BY HAND 100mmBELOW FINISHED GRADE

300 TYP. FORLINE POSTS

450 TYP. FORTERMINAL POSTS

43mm O.D. DIAGONAL BRACE RAIL ATTERMINAL POSTS

4. ISSUED FOR SITE PLAN APPROVAL OCT 17/14 RJ