student note make 2 pdf files for two things each one pdf file for eac
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Student note:
make 2 pdf files for two things (each one pdf file for each task)
The part you designed at the beginning is the design that eliminated the parking
space and removed the basketball (this part is important!)
You can enter it on the site below and send it to me. I'm also sending you the
element you sent me when I designed it at the beginning, so you can put it as a
reference and calculate the carbon.
Please don't send it as an Excel file like last time, but please go to this site and
send it as a pdf file./n 1.Carbon calculations
Before you begin to refine your existing design, you will first produce an initial
carbon footprint estimate of your proposed landscape surfaces and elements using
the Climate Positive Design Pathfinder tool. You will use this first calculation as a
baseline to guide the development of your detailed design, your material,
production, and construction choices.
Working iteratively to ensure you minimise the carbon footprint of your design,
you will continue to utilise the Climate Positive Design Pathfinder tool to test
various options/combinations of materials. You must complete at least 3carbon
estimates using the Pathfinder tool, there is no upper limit to the number of 'test
calculations' your produce.
Each time you use the tool you will need to reflect critically on the calculation
produced - this will be in the form of short paragraph of text, explaining what the
calculation indicated, how you interpreted it, how you might balance carbon
considerations with other design drivers (aesthetics, user needs etc.), and how it
will inform the next iteration of your detailed design. You will collate all calculations
and reflections into a single document for submission, this will include your final
carbon calculation based on your completed design.
carbon calculations-a collation of your iterative calculations and critical reflections
(Make a pdf file). https://climatepositivedesign.com/pathfinder/
It's a program site that calculates on its own, so you can click Save and enter the
design area as a numerical value. If you download the black button pdf file below
the site, it comes out as an example. 2.. Construction details
You are required to produce a set of construction drawings to enable your scheme
to be built, including:
2 annotated sections along the length and width of your site showing how the
different surfaces and elements of your design meet/come together. The sections
should be drawn at 1:50 scale. You can combine both sections onto one A1 drawing.
2 construction drawings detailing bespoke landscape elements of your site at a
scale of 1:10 or 1:20 depending on the element. Each drawing should have a
location plan showing its position within your wider design, a plan view of the
element, and sections and elevations as required to provide sufficient information
for your element to be built.
The construction details need to follow drawing conventions with adequate line
types/weights, labels and dimensions.
construction details-2 sections and 2xbespoke construction details. (Make pdf file)
You have to draw two things in detail in the design area and send them four things
on one page. FG/EC-
VEGETATED PLANTER MTH-
AMENDED SOL PER NOTES
IN DETAIL G/C5.1, TYP
2 HIGH X 5 MDE SLOT IN-
WALL FOR OVERFLOW SCUPPER
SCUPPER TO DISCHARGE
INTO PLANTING AREA, TYP
CMU WALLS, SSP
AREA DRAIN-
SEE C3.0
SEE C3.0
FOR CONT
-SOLID PIPE
CONNECTIONS,
SEE C3.0
PE UNER
4 PERF PIPE
BENCH, SAP
DG PATO AREA
FROM PATIO-
STORM DRAINS TYP. NO. 8, 89, OR 9 AGGREGATE IN OPENINGS
CONCRETE PAVERS MIN. 3 1/8 IN. (80 MM) THICK
FOR VEHICULAR TRAFFIC (ASPECT RATIO <3)
CURB/EDGE RESTRAINT WITH CUT-OUTS
FOR OVERFLOW DRAINAGE (CURB SHOWN)
BEDDING COURSE 2 IN. (50 MM) THICK
(TYP. NO. 8 AGGREGATE)
4 IN. (100 MM) THICK NO. 57 STONE
OPEN-GRADED BASE
DRAINAGE GEOTEXTILE ON SIDES OF
SUBBASE AND UNDER CURB
MIN. 6 IN. (150 MM) THICK
NO. 2 STONE SUBBASE
OPTIONAL DRAINAGE GEOTEXTILE ON
SUBGRADE PER DESIGN ENGINEER
SOIL SUBGRADE - ZERO SLOPE
Here's an example photo. Draw two details of the area from the park you designed
and draw the construction like this. You can also write down the material or the
name and explanation./nH
66866
Asphalt Parking Area]
Sand [ Beach Area]
cobblestone [footpaths]
Grass [Garden Area]
swimming pool
Natural soil [other zones]/n FG/EC
VEGETATED PLANTER MTH-
AMENDED SOL PER NOTES
IN DETAIL G/C5.1, TYP
2″ HIGH X 5" MOL SLOT IN
WALL FOR OVERFLOW SCUPPER
SCUPPER TO DISCHARGE
INTO PLANTING AREA, TYP
CMU WALLS. SSP
AREA DRAIN
SFEC30
SEE C3.0
FOR CONT.
SOLID PIPE
CONNECTIONS,
SEE C30
-PE LINER
4" PERF PIPE
DG PATO AREA
00
FROM PATIO
STORM DRAINS wwww
TYP. NO. 8, 89, OR 9 AGGREGATE IN OPENINGS
CONCRETE PAVERS MIN. 3 1/8 IN. (80 MM) THICK
FOR VEHICULAR TRAFFIC (ASPECT RATIO < 3)
CURB/EDGE RESTRAINT WITH CUT-OUTS
FOR OVERFLOW DRAINAGE (CURB SHOWN)
BEDDING COURSE 2 IN. (50 MM) THICK
(TYP. NO. 8 AGGREGATE)
4 IN. (100 MM) THICK NO. 57 STONE
OPEN-GRADED BASE
DRAINAGE GEOTEXTILE ON SIDES OF
SUBBASE AND UNDER CURB
- MIN. 6 IN. (150 MM) THICK
NO. 2 STONE SUBBASE
-OPTIONAL DRAINAGE GEOTEXTILE ON
SUBGRADE PER DESIGN ENGINEER
SOIL SUBGRADE - ZERO SLOPE/n Element
Basketball Court
Road
Building
Garden
Basin
Fountain Body
Nozzles
Piping
Water Pump
Decorative Trim
Materials Used
Concrete, Asphalt,
Concrete, Gravel
Concrete, Steel, Glass
Soil, Plants, Mulch, Rocks
Concrete, Stone, Metal
Bronze, Stainless Steel, Stone
Brass, Stainless Steel
PVC, Copper, Stainless Steel
Cast Iron, Stainless Steel
Ceramic, Glass, Mosaic