VEHICULAR & PEDESTRIAN BRIDGES · 2020. 5. 27. · ELEVATION P3 ELEVATION P4 PEDESTRIAN BRIDGE PLAN...

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ELEVATION V1 ELEVATION V2 ELEVATION V3 ELEVATION V4 VEHICULAR BRIDGE PLAN SCALE 1:100 Pedestrian Path Road Pedestrian Path ELEVATION V1 SCALE 1:100 ELEVATION V2 SCALE 1:100 V V SECTION V - V SCALE 1:100 2.00 5.50 2.00 ELEVATION P3 ELEVATION P4 PEDESTRIAN BRIDGE PLAN SCALE 1:100 P P ELEVATION P1 ELEVATION P2 Drainage Channel IL 95.18 Centre Bridge Road Level 97.46 14.75 ELEVATION P3 SCALE 1:100 Pedestrian Path ELEVATION P2 SCALE 1:100 ELEVATION P1 SCALE 1:100 2.00 2.00 5.50 2.00 Path 14.75 ELEVATION V4 SCALE 1:100 1.54 14.75 ELEVATION V3 SCALE 1:100 1.80 1.54 14.75 1.80 2.72 2.46 2.72 2.46 1.54 2.46 1.80 2.72 1.80 2.72 10.85 2.00 5.50 2.00 10.85 1.54 2.46 10.85 0.67 13.40 0.67 timber post and rail fence hedgerow (see landscaping plan) Drainage Channel Bank Bank Drainage Channel Bank Bank 3.35 2.18 2.00 timber post and rail fence Drainage Channel Bank Bank Drainage Channel Bank Bank 10.75 1.80 2.70 3.35 2.00 Path 1.80 2.70 1.80 2.70 1.80 2.70 10.75 ELEVATION P4 SCALE 1:100 1.80 2.70 1.80 2.70 10.75 ELEVATION P4 SCALE 1:100 10.75 Drainage Channel IL 94.26 Path Level 95.72 1.80 2.70 1.80 2.70 Centre Bridge Road Level 97.46 Path Level 95.72 CHARACTER AREA 2 CHARACTER AREA 1 Key Plan Scale 1:2,500 STREET 9 STREET 8 STREET 7 STREET 10 STREET 10 STREET 5 STREET 4 STREET 3 STREET 6 STREET 2 STREET 1 (R125) STREET 1 (R125) STREET 1 (R125) R125 STREET 11 (NEW SECTION OF DISTRIBUTOR ROAD) STREET 8 COPYRIGHT THIS DOCUMENT AND ALL DATA CONTAINED HEREIN REMAIN THE PROPERTY OF O'DALY ARCHITECTS. IT IS SUPPLIED IN CONFIDENCE FOR EVALUATION PURPOSES ONLY UNDER THE CONDITION THAT SAME IS NOT USED, REPRODUCED OR TRANSMITTED IN ANY WAY TO OTHERS WITHOUT WRITTEN CONSENT. DIMENSIONS UNLESS OTHERWISE STATED, DIMENSIONS SHOWN ARE IN MILLIMETRES. NO DIMENSIONS TO BE SCALED FROM THIS DRAWING. ALL DIMENSIONS TO BE CHECKED BY THE CONTRACTOR ON SITE AND ANY DISCREPANCIES TO BE REPORTED TO THE ARCHITECT. PLANNING STAGE DRAWING PROVIDED STRICTLY FOR PLANNING ASSESSMENT ONLY. NOT TO BE USED FOR ANY OTHER PURPOSE. Loughglynn Developments Ltd. Grange End, Dunshaughlin, Co. Meath Proposed Strategic Housing Development Planning Stage i.o'd 1:100 Proposed Vehicular and Pedestrian Bridge Plans, Sections and Elevations 20008-PL-600 28/04/2020 I/20008 CLIENT: LOCATION: PROJECT: OUR REF: PROJECT STAGE: DRAWN: DATE: SCALE: DESCRIPTION: DRAWING NO: MEATH OFFICE 1st Floor, Unit 13 B, Mullaghboy Ind. Est., Navan, Co. Meath. (046) 9021283 (087) 0925233 Email: [email protected] ROSCOMMON OFFICE 3 Warren Drive, Boyle, Co. Roscommon. (071) 9662849 (086) 1593876 Email: [email protected] REV: RIAI RIAI PEBMZ BSDIJUFDUT Vehicular Bridge Pedstrian Bridge VEHICULAR & PEDESTRIAN BRIDGES PROPOSED FINISHES Piers and Bridge Walls - Finished in natural random-rubble limestone with polished limestone capping. Steel side arches with mesh infill. Concrete substructure to structural engineers later detail.

Transcript of VEHICULAR & PEDESTRIAN BRIDGES · 2020. 5. 27. · ELEVATION P3 ELEVATION P4 PEDESTRIAN BRIDGE PLAN...

Page 1: VEHICULAR & PEDESTRIAN BRIDGES · 2020. 5. 27. · ELEVATION P3 ELEVATION P4 PEDESTRIAN BRIDGE PLAN SCALE 1:100 ELEVATION P1 P ELEVATION P2 Drainage Channel IL 95.18 Centre Bridge

ELEVATION V1 ELEV

ATIO

N V2

ELEVATION V3

ELEVATION V4

VEHICULAR BRIDGE PLANSCALE 1:100

Pede

stria

n Pa

thRo

adPe

dest

rian

Path

ELEVATION V1SCALE 1:100

ELEVATION V2SCALE 1:100

VV

SECTION V - VSCALE 1:100

2.00

5.50

2.00

ELEVATION P3

ELEVATION P4

PEDESTRIAN BRIDGE PLANSCALE 1:100

PP

ELEVATION P1 ELEV

ATIO

N P2

Drainage Channel IL 95.18

Centre Bridge Road Level 97.46

14.75

ELEVATION P3SCALE 1:100

Pede

stria

n Pa

th

ELEVATION P2SCALE 1:100

ELEVATION P1SCALE 1:100

2.00

2.00 5.50 2.00

Path

14.75

ELEVATION V4SCALE 1:100

1.54

14.75

ELEVATION V3SCALE 1:100

1.80 1.54

14.75

1.80

2.722.46

2.72 2.46

1.54

2.46

1.80

2.72

1.80

2.72

10.85

2.005.502.00

10.85

1.54

2.46

10.8

5

0.6713.40

0.67

timber post andrail fence

hedgerow (seelandscaping plan)

DrainageChannel

BankBank

DrainageChannel

BankBank3.

35

2.18

2.00

timber post andrail fence

DrainageChannel BankBank

DrainageChannel BankBank

10.751.

802.

70

3.35

2.00Path

1.80

2.70

1.80

2.70

1.80

2.70

10.75

ELEVATION P4SCALE 1:100

1.80

2.70

1.80

2.70

10.75

ELEVATION P4SCALE 1:100

10.75

Drainage Channel IL 94.26

Path Level 95.72

1.80

2.70

1.80

2.70

Centre Bridge Road Level 97.46Path Level 95.72

CHARACTER AREA 2

CHARACTER AREA 1

Key PlanScale 1:2,500

STREET 9

STREET 8

STREET 7 STREET 10

STREET 10

STREET 5

STREET 4

STREET 3

STREET 6

STREET 2

STREET 1 (R

125)

STRE

ET 1

(R12

5)

STREET 1 (R125)

R125

STREET 11 (NEW SECTION OF DISTRIBUTOR ROAD)

STREET 8

COPYRIGHTTHIS DOCUMENT AND ALL DATA CONTAINED HEREINREMAIN THE PROPERTY OF O'DALY ARCHITECTS. IT IS

SUPPLIED IN CONFIDENCE FOR EVALUATION PURPOSESONLY UNDER THE CONDITION THAT SAME IS NOT USED,

REPRODUCED OR TRANSMITTED IN ANY WAY TOOTHERS WITHOUT WRITTEN CONSENT.

DIMENSIONSUNLESS OTHERWISE STATED, DIMENSIONS SHOWN AREIN MILLIMETRES. NO DIMENSIONS TO BE SCALED FROM

THIS DRAWING. ALL DIMENSIONS TO BE CHECKED BYTHE CONTRACTOR ON SITE AND ANY DISCREPANCIES TO

BE REPORTED TO THE ARCHITECT.

PLANNING STAGE DRAWING PROVIDED STRICTLY FORPLANNING ASSESSMENT ONLY.

NOT TO BE USED FOR ANY OTHER PURPOSE.

Loughglynn Developments Ltd.

Grange End, Dunshaughlin, Co. Meath

Proposed Strategic Housing DevelopmentPlanning Stage

i.o'd

1:100

Proposed Vehicular and Pedestrian BridgePlans, Sections and Elevations

20008-PL-60028/04/2020

I/20008

CLIENT:

LOCATION:

PROJECT:

OUR REF:

PROJECT STAGE:

DRAWN:

DATE:

SCALE:

DESCRIPTION:

DRAWING NO:

MEATH OFFICE1st Floor, Unit 13 B,Mullaghboy Ind. Est.,Navan, Co. Meath.(046) 9021283(087) 0925233Email: [email protected]

ROSCOMMON OFFICE3 Warren Drive, Boyle,Co. Roscommon.(071) 9662849(086) 1593876Email: [email protected]

REV:

RIAI RIAI o'daly architects

VehicularBridge

PedstrianBridge

VEHICULAR & PEDESTRIAN BRIDGES

PROPOSED FINISHES

Piers and Bridge Walls - Finished in natural random-rubble limestone with polished limestone capping.

Steel side arches with mesh infill.

Concrete substructure to structural engineers later detail.

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SOUTH
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NORTH
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WEST
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EAST
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ARCHITECT
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ACCREDITED IN
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CONSERVATION
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G
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3
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REGISTERED
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PRACTICE
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2
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0
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2
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0