The brief was to create construction drawings for Barnwood park which showed our understanding of designing with hard materials, soils and plants.

3.

Handrail on both sides depth planting bed with geotech fabric. Porous concrete

Backfill of MOT type 1 granular fill.

Geotech fabric behind gabion. 300mm drainage gravel around drainage pipe.

Gabion retaining wall retaining 800mm of flat soil with engineered design.

1. Boardwalk 1:20 @A1

100mm galvanised steel post central to gabion capped to prevent water entry, designed by engineer.

European larch posts (sourced from sustainable forests in southern England) driven into the ground 70x150x150mm.

150x150mm of concrete footing. 1. 2. 3. 4. 150x50mm with 10mm gaps

500x50mm handrail screwed to post.

European larch post 1000x75x75mm.

Section B-B Section through ramp and gabion retaining wall.

Technology 2 Project: AD5604 Barnwood

Sustainable Drawn By: Sarah Marsh s4002402

5mm horizontal cable/wire fencing at 30mm intervals. 1500

2. Gabion Retaining Wall 1:10

Rubber non-slip tread.

Toe board 75x50mm.

@ A1 treated softwood with point. Nails going into railway sleeper.

Cotswold self binding path gravel 100mm. Cotswold self binding path gravel laied on top of 100mm well compacted hardcore. 50mm diameter aluminum handrail mounted to gabion retaining wall.

Isometric Illustration of boardwalk. 150x150mm concrete 1. Support beams European larch 1500x40x40mm. 2. Joists European larch 1000x150x47mm. 3. Galvanised metal reinforcing gaps 1000x150x47mm. 4. Boards European larch 150x50mm with 10mm gaps in-between each board. Gabion retaining wall 1000x45x45mm. Cotswold gabion stone random sizes ranging from 50-200mm and colours. Contained within 3mm galvanised steel weld mesh, stacked on top of each other. Pressure-treated pine post 40x40x1000mm set at 1050mm intervals. 5mm horizontal cable/wire fencing at 30mm intervals. Section B-B Section through ramp and gabion retaining wall. 450mm 450mm Laid on 450mm of GEN1 concrete with a geotextile membrane. 10mm geotextile membrane. 1:20 Gradient 5mm 30mm 1050mm 50x50x600mm stump set into concrete at center of posts. Metre Scale 1:25 1350mm Section A-A Section through gabion retaining wall. 900mm 450mm 450mm 110mm 100mm 450mm 20mm 300mm +26.2 +25.4 Gabion retaining wall retaining 800mm of flat soil with engineered design 100mm galvanised steel post central to gabion capped to prevent water entry, designed by engineer. Geotech fabric behind gabion. 300mm drainage gravel around drainage pipe. Backfill of MOT type 1 granular fill. 450mm depth planting bed with geotech fabric. Porous concrete foundations. 0.5 Metre Scale 1:10 Ø110mm drainage pipe at the rear.

Comprehensive Technical Project Portfolio WOODHATCH PLACE

Ashwells reclaimed timber deck boards laid with 6mm gaps twice screwed to joists.

Decking 50x150x1600mm screwed to joists.

75

2100

600

Liner sandwich protective felt geotextile top and bottom. Liner membrane EPDM.

Wooden post capping 120x120mm.

Beam connected to post using 2x M12 coach bolts (stainless steel).

Handrail post bolted to beam and post using 2x M12 coach bolts.

Sand building layer 50mm min.

Posts 120x120mm.

Post place in C25/C30 in-situ concrete.

Beams 75x170mm secured to posts with 2 x 270mm stainless steel carriage bolts. DOT type 1.

Galvanized wire mesh 1000x1000x2000mm gabion baskets. Hand packed front face with 150-200mm limestone pieces in a dry-stone wall style. Middle filled with crushed stone.

1000 2000 1665 400 1100

Gabion baskets 2000x1000x1000mm galvanized wire mesh hand packed with crushed stone. 150mm DOT subbase.

DET 1 Structure Detail Viewing terrace paving and steps Scale 1:10

RC25/30 step base. 1000

Joist fixed to beams using stainless steel single support brackets.

150x300mm Ashwells reclaimed timber steps. Allow 50mm lapping. 1000

5mm Geotextile compset drain.

LOCATION: Woodhatch place Reigate.

BRIEF:

DET 2

This project is about technical development and resolution culminating with a professional set of drawings. The Assignment focuses on the crafted refinement of material choices, planting palettes, topography, hydrology, structures and their specification.

DET 6 Structure Detail Section through conference center steps and gabion wall Scale 1:10 furniture

These image showcase a small section of my technical portfolio for Woodhatch place Reigate.

Rev 0

Info

Q SECTION OF THE NBS

To be read with Preliminaries/General conditions.

TYPE(S) OF KERB/EDGING/CHANNEL

110 PRECAST CONCRETE KERBS

– To BS EN 1340:2003, hydraulically pressed.

Manufacturer and reference: MARSHALLS LTD. (https://www.marshalls.co.uk)

Type/size: Bullnosed 125X 150X 915mm

Refer to Hardworks drawing

Finish/colour: Silver grey

– Joints: Butt jointed

– Laying Course: 10mm –

Module: Sustainable Technology AD6604

Base: 350X 150mm Gen 1 precast concrete secured by 15mm sand cement haunching

Structure Detail Viewing terrace tree pit Scale 1:20 Tobermore manhattan linear paving planks 10mm Bedding mortar. 10mm Sand joints. RC30/35 concrete base. DOT type 1 subbase. ACO MonoDrain channel. 400x170mm Tobermore Granite aggregate step. Allow 50mm lapping 84.7 85.38 170 400 150 400 400 400 400 600 80 20 300 150 150 275 600x150mm stretcher bond 10mm joints filled with sand. Cutting in 30mm. 10mm bedding mortor. 85.38 200 50 Green Blue urban, 475mm RootSpace pavement support system. 1200 mm tree grille with 600mm central galvanized support frame. 10mm sand joints. Vertical steel tree guard 1800x 600mm Sub-drainage piping. 100mm Free draining, compactable angular crushed stone. 300 475 100 20mm coarse graded aggregate. 6.3 - 2mm grit. Tobermore, Hydropave Tegula 173x173mm & 208x173mm sets laid to a stretcher bond. Q

– Other requirements: Limit haunching size

Project: Construction Details

111 PRECAST CONCRETE CHANNEL

– To BS EN 1340:2003, hydraulically pressed.

–

Drawn By: Sarah Marsh

Manufacturer and reference: MARSHALLS LTD. (https://www.marshalls.co.uk)

Type/size: Square channel 150X 125X 915mm

Refer to detail: Harworks drawing

Special shapes: Dished

Scale: 1:10

Finish/colour: Textured / Natural

– Joints: Butt jointed

– Laying Course: 10mm –

Drawing Size: A1

Project No. AD6604

Other requirements: Limit haunching size

Drawing No. 008

Base: 350X 150mm Gen 1 precast concrete secured by 15mm sand cement haunching

18