CE 191T – Site Plan Development Assignment 11 – 100 points
In this assignment you will prepare a grading plan for 5 acres, plus or minus an acre, using the provided
site plan dwg file. The grading area that you will work in is the area within the magenta boundary. Once
you understand the boundary limits you can turn that layer off so it is not in your way. You will provide:
• TFC and P points for all curb median islands
• G points for all gutter elevations
• FL points for all valley gutters
• GR points for all storm drain grate inlets
• TFC point for all curb face inlets
Open the template file provided and Save As: LASTNAME_I_11.DWG TO YOUR PROJECT FOLDER
Download the following documents:
1. CoF Development Code
a. Article 20 – General Site Regulations
b. Article 24 – Parking and Loading
c. Article 31 – General Provisions
Read these documents and use the information in them along with the general instructions in this
assignment to develop the grading plan for this portion of the parking lot up to the building
Rules of the road:
Minimum slope on any asphalt concrete pavement in any plane is 1% (0.01 ft/ft)
Minimum slope in any direction on concrete sidewalk of slab is 1.5% (0.015 ft/ft)
Maximum crossfall (transverse to the direction of the path of travel) is 2% (0.02 ft/ft)
Maximum longitudinal slope shall be 4.5% along the path of travel unless the path of travel provides
resting areas as required by the ADA, but in no case shall the maximum longitudinal slope exceed the
maximum allowed by the ADA
Maximum longitudinal slope on ramps shall conform to the ADA standards
Minimum slope on concrete valley gutters is 0.2% (0.002 ft/ft)
Curb is dimensioned in accordance with the City of Fresno Standard Plan
Curb and gutter is dimensioned in accordance with the City of Fresno Standards Plans
The Finish Floor elevation of any building shall be six-inches above highest breakover point for that
building
The lowest onsite inlet top of curb elevation (grate elevation plus 0.50 feet) shall not bel less than the
lowest adjacent inlet top of curb connected to the public storm drainage system in the street
The grade differential between the project side of the property line and the neighboring side of the
property line shall not exceed six-inches without a retaining wall. The maximum differential shall not
exceed 12-inches with a retaining wall.
Start at a known elevation and work towards the unknown. This usually means that you start with the
street elevations and work onto your site.
Civil 3D Commands:
L – Line Command
PL – Polyline Command
Create Feature Line
Point Creation Tools
Manual
Surface
Slope
Layers:
C-SITE-CONC GREEN CONTINUOUS
C-SITE-TEXT-ELEV CYAN CONTINUOUS
C-STRM-PIPE BLUE CONTINUOUS
C-STRM-INLET BLUE CONTINUOUS
Grading Design:
Note that the area for which you will create a grading design is the area in the magenta boundary. Once
you kno ...
nalyzing culverts from a hydraulics perspective can be daunting.docxShahzadAliDurraniSch
This document provides information about modeling culverts using Culvert Studio software. It discusses how Culvert Studio can model a variety of culvert shapes, sizes, materials and inlet configurations. It also explains that Culvert Studio uses sophisticated energy-based methods to model different flow regimes, including inlet control, outlet control, and hydraulic jumps. The document emphasizes that Culvert Studio allows users to quickly model different design scenarios to find the optimal culvert design.
This document provides instructions for importing survey point data into AutoCAD Civil 3D and generating a surface and profile from the point data. It guides the user through importing an ASCII text file of survey points with northing, easting, and elevation coordinates into AutoCAD to build a surface. It then demonstrates different ways of visualizing the generated surface, including contours, triangulated irregular networks, elevation banding, and slope banding. Finally, it shows how to create a profile of the surface by using the points to generate a polyline alignment and extracting a cross-sectional profile along the alignment path.
This tutorial guides the user through importing survey point data from a text file into AutoCAD to build a surface model of a river. It then demonstrates various ways of visualizing the surface, including contours, triangles, elevation banding and slope banding. Finally, it shows how to generate a profile of the surface by creating an alignment along the river and viewing elevations along that path.
Compensator Design and parameters modification using Bode plot and root locusMIbrar4
Bode diagram design is an interactive graphical method of modifying a compensator to achieve a
specific open-loop response (loop shaping). To interactively shape the open-loop response using
Control System Designer, use the Bode Editor. In the editor, you can adjust the open-loop
bandwidth and design to gain and phase margin specifications.
To adjust the loop shape, you can add poles and zeros to your compensator and adjust their values
directly in the Bode Editor, or you can use the Compensator Editor. For more information, see Edit
Compensator Dynamics. For information on all the tuning methods available in Control System
Designer, see Control System Designer Tuning Methods.
The Pennsylvania State University Department of Civi.docxssusera34210
The Pennsylvania State University
Department of Civil Engineering
CE 321: Highway Engineering
Dr. Venky Shankar, Professor
Jung Yeol Hong, TA.
Preliminary Rural Collector Design,
Connecting SR 20 and SR3
Spring 2015
Section [#]
[Your Name Here]
Due Date: April 24, 2015
1. Introduction
Introduction and Project objectives
1. Alignments analysis
· Analysis of geographical information, topography/surface
· Criteria used in design (horizontal alignment, vertical alignment, cross section, etc.)
· Horizontal and vertical alignment characteristics, impacts displayed by the footprint (effects on forest, roads, waterways, etc.)
· Compare all alignment attributes: length, earthwork volumes, foot print area, environmental impacts, and houses displaced
· Show the 5 separate costs and total cost for each alignment and discuss cost effects
1. Earthwork
1. Safety
1. Pavement
1. Right of Way Acquisition
1. Habitat
1. Total cost for each alignment
Refer to the table
Design Analysis Summary
· Discuss the qualitative performance measures (traffic operation, safety, environment)
Which alternative is predicted safer? Why?
Is delay going to be an issue on either or both alternatives?
Do these performance measures weigh on the final decision?
1. Conclusion
As a result of the comparison, recommend the “best” alternative and describe the reasons
Note:
· Must use the Contour map and Existing Features from ANGEL in this semester (Spring 2015) –CAD drawing, and use this word file for the summary report
· Use bold print section titles
· Report must be written in third person (Do not use I)
· Include page numbers (not necessary for appendices and drawings)
· Refer to all tables or figures that are discussed in the text. There should not be a Table or Figure that is included that is not discussed and called out in the text.
· Minimum 3 pages text
· Please bind report (Cover, text, Appendix A, B, C, and 7 CAD drawings)
Appendix A
(Horizontal Curve Reports)
The horizontal curve report generation function in Civil 3D does not work in this version. Instead of generating a report like you do for the Vertical Curves, copy the information from the “grid view” under “Edit Alignment Geometry.”
· Select the alignment you want to generate a report for
· Right click and select “Edit Alignment Geometry”
· Click the “Alignment Grid View” icon as shown below
· Right click in any cell and select “Copy All”
· Paste table to a new Excel file
· You can delete the following columns
· Start Point
· End Point
· Center Point
· Pass Through Point
· Direction at Through Point1
· Direction at Through Point2
· Attainment Method
· Curve Group Index
· Curve Group Sub-Entity Index
· Pi Point
· Use the remaining table as your Horizontal Curve Report
· Do this for East and West, make sure they are labeled and include them in this appendix
Appendix B
(Vertical Curve Reports)
To generate Vertical Curve Reports:
· G ...
The document discusses the basic drawing objects in AutoCAD including lines, circles, rectangles, arcs, splines, polygons, regions, and ellipses. It provides details on how to use the line, circle, and rectangle drawing tools, describing the different methods to select points and specify dimensions to create each object type. Lines are the simplest object and can be used as construction lines to build other parts of the drawing.
Importing Survey Data | ACAD Civil 3D | Total Station |Zakaria Yahya
A report prepared and compiled using AutoCAD Civil 3D 2016.
This report contents are Import of survey points or data into the computer, Creating Alignment, Making A Profile of road, and so on.
Road Alignment | Road Profile | Contour | Box Culvert | Add Labels | Pick Coordinates | Center Line Coordinates | Surface | Survey | Incremental Station Report |
nalyzing culverts from a hydraulics perspective can be daunting.docxShahzadAliDurraniSch
This document provides information about modeling culverts using Culvert Studio software. It discusses how Culvert Studio can model a variety of culvert shapes, sizes, materials and inlet configurations. It also explains that Culvert Studio uses sophisticated energy-based methods to model different flow regimes, including inlet control, outlet control, and hydraulic jumps. The document emphasizes that Culvert Studio allows users to quickly model different design scenarios to find the optimal culvert design.
This document provides instructions for importing survey point data into AutoCAD Civil 3D and generating a surface and profile from the point data. It guides the user through importing an ASCII text file of survey points with northing, easting, and elevation coordinates into AutoCAD to build a surface. It then demonstrates different ways of visualizing the generated surface, including contours, triangulated irregular networks, elevation banding, and slope banding. Finally, it shows how to create a profile of the surface by using the points to generate a polyline alignment and extracting a cross-sectional profile along the alignment path.
This tutorial guides the user through importing survey point data from a text file into AutoCAD to build a surface model of a river. It then demonstrates various ways of visualizing the surface, including contours, triangles, elevation banding and slope banding. Finally, it shows how to generate a profile of the surface by creating an alignment along the river and viewing elevations along that path.
Compensator Design and parameters modification using Bode plot and root locusMIbrar4
Bode diagram design is an interactive graphical method of modifying a compensator to achieve a
specific open-loop response (loop shaping). To interactively shape the open-loop response using
Control System Designer, use the Bode Editor. In the editor, you can adjust the open-loop
bandwidth and design to gain and phase margin specifications.
To adjust the loop shape, you can add poles and zeros to your compensator and adjust their values
directly in the Bode Editor, or you can use the Compensator Editor. For more information, see Edit
Compensator Dynamics. For information on all the tuning methods available in Control System
Designer, see Control System Designer Tuning Methods.
The Pennsylvania State University Department of Civi.docxssusera34210
The Pennsylvania State University
Department of Civil Engineering
CE 321: Highway Engineering
Dr. Venky Shankar, Professor
Jung Yeol Hong, TA.
Preliminary Rural Collector Design,
Connecting SR 20 and SR3
Spring 2015
Section [#]
[Your Name Here]
Due Date: April 24, 2015
1. Introduction
Introduction and Project objectives
1. Alignments analysis
· Analysis of geographical information, topography/surface
· Criteria used in design (horizontal alignment, vertical alignment, cross section, etc.)
· Horizontal and vertical alignment characteristics, impacts displayed by the footprint (effects on forest, roads, waterways, etc.)
· Compare all alignment attributes: length, earthwork volumes, foot print area, environmental impacts, and houses displaced
· Show the 5 separate costs and total cost for each alignment and discuss cost effects
1. Earthwork
1. Safety
1. Pavement
1. Right of Way Acquisition
1. Habitat
1. Total cost for each alignment
Refer to the table
Design Analysis Summary
· Discuss the qualitative performance measures (traffic operation, safety, environment)
Which alternative is predicted safer? Why?
Is delay going to be an issue on either or both alternatives?
Do these performance measures weigh on the final decision?
1. Conclusion
As a result of the comparison, recommend the “best” alternative and describe the reasons
Note:
· Must use the Contour map and Existing Features from ANGEL in this semester (Spring 2015) –CAD drawing, and use this word file for the summary report
· Use bold print section titles
· Report must be written in third person (Do not use I)
· Include page numbers (not necessary for appendices and drawings)
· Refer to all tables or figures that are discussed in the text. There should not be a Table or Figure that is included that is not discussed and called out in the text.
· Minimum 3 pages text
· Please bind report (Cover, text, Appendix A, B, C, and 7 CAD drawings)
Appendix A
(Horizontal Curve Reports)
The horizontal curve report generation function in Civil 3D does not work in this version. Instead of generating a report like you do for the Vertical Curves, copy the information from the “grid view” under “Edit Alignment Geometry.”
· Select the alignment you want to generate a report for
· Right click and select “Edit Alignment Geometry”
· Click the “Alignment Grid View” icon as shown below
· Right click in any cell and select “Copy All”
· Paste table to a new Excel file
· You can delete the following columns
· Start Point
· End Point
· Center Point
· Pass Through Point
· Direction at Through Point1
· Direction at Through Point2
· Attainment Method
· Curve Group Index
· Curve Group Sub-Entity Index
· Pi Point
· Use the remaining table as your Horizontal Curve Report
· Do this for East and West, make sure they are labeled and include them in this appendix
Appendix B
(Vertical Curve Reports)
To generate Vertical Curve Reports:
· G ...
The document discusses the basic drawing objects in AutoCAD including lines, circles, rectangles, arcs, splines, polygons, regions, and ellipses. It provides details on how to use the line, circle, and rectangle drawing tools, describing the different methods to select points and specify dimensions to create each object type. Lines are the simplest object and can be used as construction lines to build other parts of the drawing.
Importing Survey Data | ACAD Civil 3D | Total Station |Zakaria Yahya
A report prepared and compiled using AutoCAD Civil 3D 2016.
This report contents are Import of survey points or data into the computer, Creating Alignment, Making A Profile of road, and so on.
Road Alignment | Road Profile | Contour | Box Culvert | Add Labels | Pick Coordinates | Center Line Coordinates | Surface | Survey | Incremental Station Report |
This document provides information and guidelines for architectural drawings including floor plans, elevations, sections, and other drawing types. It discusses appropriate line weights, symbols, annotations, and other drafting conventions. Checklists are provided for key information to include in floor plans, elevations, sections and other drawings. Common architectural elements like stairs, flooring, and attic rooms are also briefly covered.
1. Clipping is a procedure that identifies parts of an image that are inside or outside a specified region, called the clip window. Parts inside the window are displayed, while outside parts are discarded.
2. There are different types of clipping like point, curve, text, and line clipping. Line clipping involves testing if line segments are fully inside/outside the window, and calculating intersections if they cross window boundaries.
3. Popular line clipping algorithms like Cohen-Sutherland and Liang-Barsky assign codes to line endpoints to quickly determine if lines are fully in/out of the window without calculating intersections. They find intersection points to clip lines that cross window edges.
This document summarizes Chapter 1 of a book on drawing in AutoCAD. The chapter covers topics such as navigating AutoCAD's user interface, working in the drawing area, accessing commands, using coordinate systems, printing, drawing commands, text, modification commands, object snaps, selection methods, and parametric drawing. It provides instructions and screenshots to demonstrate these fundamental AutoCAD tools and techniques.
The document discusses various commands in AutoCAD including the line, polygon, and polyline commands. It provides details on how to use each command and their options. The line command creates single or chained straight lines. The polygon command generates regular polygons with equal sides and angles. The polyline command forms grouped objects that can include arc segments and be manipulated as a whole.
1) The document describes steps for designing road alignments and cross sections using software. It covers creating horizontal and vertical alignments, modifying them using grips, designing drainage and retaining walls, and calculating earthworks quantities.
2) Steps also include designing two types of interchanges - trumpet and cloverleaf. This involves selecting the major and minor roads, setting design criteria for ramps, lanes, and cross sections.
3) The software allows importing maps, setting geometric standards, and visualizing designs in 3D for quality control. Alignment editing tools and automatic batch processing features provide optimized design capabilities.
1. The document discusses applying coordinate systems and importing survey points for a roadway project in Kanaka Creek, British Columbia.
2. It provides steps for creating existing ground and utility surfaces, break lines, feature lines, horizontal and vertical alignments, corridors, and intersections.
3. Quantities including earthwork volumes are calculated to obtain precise cut/fill amounts for estimated project costs.
The document provides an overview of the AutoCAD interface and various drawing and editing commands in AutoCAD. It describes the main components of the AutoCAD interface and provides tutorials for drawing basic shapes and objects using commands like line, polygon, rectangle, circle, and ellipse. It also covers editing commands and how to enter coordinates and use osnap tools for accurate drawing.
DOI: 10.13140/RG.2.2.24714.21447
https://www.researchgate.net/publication/337063134_BLENDER_TUTORIAL_CREATING_SWEEP_SIMILAR_LIKE_SOLIDWORKS_3D_CAD_SYSTEM
Geometry / Bevel Object The Bevel Object controls the cross section of the extruded curve. The Bevel Object can only be another curve both 2D or 3D, and opened or closed. Editing the handles and control points of the Bevel Object will cause the original Object to change shape. https://docs.blender.org/manual/en/2.79/modeling/curves/properties/geometry.html
Lead and Lift
Computation of Earthwork
Cross Section Area with no transverse slope
Calculation of Quantities of earthwork FOR
Mid Section Formula, - MeanSection Formula, - Prismoidal Formula
Mass Haul Diagram
The document is a presentation on basic AutoCAD tools that includes sections on drawing tools, modify tools, layers and dimensions, 3D modeling, and various drawing, editing, and modeling commands in AutoCAD like extrude, revolve, loft, and sweep. It provides information on and examples of tools like lines, circles, offset, trim, chamfer, fillet, dimensions, coordinate systems, and creating 3D objects from 2D profiles. The presentation contains 38 slides with descriptions and illustrations of key AutoCAD concepts and functions.
This tutorial document provides instructions for using Ansoft HFSS simulation software to construct and analyze a dipole antenna. It discusses creating the project, defining variables, building the dipole and port geometries, assigning radiation and port boundaries, setting up the frequency sweep solution, and generating reports on input impedance, S11 parameter, antenna parameters like directivity, and the far-field radiation pattern. The tutorial aims to illustrate the basic HFSS workflow and commands through a simple example to help new users get familiar with the software.
This document provides instructions for using the LINE command in AutoCAD to draw straight line segments. There are four ways to access the LINE command: through toolbars, pull-down menus, command line, or buttons. When using LINE, points are specified by clicking in the graphics window or entering coordinates. Options like ortho mode and polar tracking can help constrain angles of lines drawn.
This document provides a 3-page summary of a 6-week training course on AutoCAD 2D and 3D modeling software. It includes an introduction to AutoCAD and descriptions of the graphical user interface, common commands like line, circle, and erase, and exercises in 2D and 3D modeling. The summary describes the key components of the AutoCAD interface and how to use basic drawing and editing tools.
The document discusses two-dimensional viewing and clipping techniques in computer graphics. It describes how a window defines the scene to view and a viewport defines where it is displayed. Different transformations map the window coordinates to normalized device coordinates. Clipping techniques like Cohen-Sutherland clipping and Liang-Barsky clipping are used to only display the parts of lines and polygons within the viewport boundaries. Text clipping can be done by bounding text as a whole, character-by-character, or by clipping individual character components.
The document provides instructions for an assessment involving levelling tasks. It outlines 5 tasks: 1) checking the accuracy of an optical level using a two peg test, 2) calculating heights using the height of collimation method in a grid layout, 3) calculating heights above the height of collimation, 4) calculating heights of existing slabs and depths for footings, and 5) cleaning up. Instructions are provided for setting up and completing measurements for each task, with examples of how to record results in booking sheets to calculate heights, rises, falls, and check accuracy.
This document contains details from 4 surveying projects carried out by students. The projects include:
1. Preparing contour maps and calculating reservoir capacity of a given area using levelling.
2. Measuring the area of a cricket ground using chain and cross staff survey.
3. Estimating earthwork for a canal by taking levels and calculating cutting and banking volumes.
4. Measuring the height of a structure using a theodolite to measure horizontal distances and vertical angles.
The document provides information on the objectives, surveys used, equipment, approaches, calculations and conclusions for each project.
The document provides an overview of construction drawings and their components. It discusses the different types of drawings that may be included in a set such as architectural, structural, mechanical, electrical, and site plans. It explains key elements like title blocks, revisions, scales, and specifications. It also covers surveying techniques including taking elevation readings with a transit level to establish benchmark, backsight, foresight, and station elevations. Mathematical formulas for area, volume, grade, and CSI specifications are also summarized.
AutoCAD is a 2D and 3D CAD software application developed and sold by Autodesk. It was initially released in 1982 and is used for mechanical, civil, architectural, and other design projects. AutoCAD provides tools for drafting and design work including lines, circles, arcs, polygons, splines, regions, and more. It is widely used in industries like architecture, engineering, and construction.
1. The ALIVE status of each SEX. (SEX needs to be integrated into th.docxketurahhazelhurst
1. The ALIVE status of each SEX. (SEX needs to be integrated into the only Male, Female, ND, and Other) (bar comparison chart, pie comparison chart)
2. How many Male, Female, ND, and Other are there in each ALIGN. (Bar comparison chart)
3. How many red-haired heroes do Marvel and DC have?
.
1. Some potentially pathogenic bacteria and fungi, including strains.docxketurahhazelhurst
1. Some potentially pathogenic bacteria and fungi, including strains of Enterococcus, Staphylococcus, Candida, and Aspergillus, can survive for one to three months on a variety of materials found in hospitals, including scrub suits, lab coats, plastic aprons, and computer keyboards. What can hospital personnel do to reduce the spread of these pathogens?
2. Human immunodeficiency virus (HIV) preferentially destroys CD4+ cells. Specifically, what effect does this have on antibody and cell-mediated immunity?
**Provide APA references for each
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This document provides information and guidelines for architectural drawings including floor plans, elevations, sections, and other drawing types. It discusses appropriate line weights, symbols, annotations, and other drafting conventions. Checklists are provided for key information to include in floor plans, elevations, sections and other drawings. Common architectural elements like stairs, flooring, and attic rooms are also briefly covered.
1. Clipping is a procedure that identifies parts of an image that are inside or outside a specified region, called the clip window. Parts inside the window are displayed, while outside parts are discarded.
2. There are different types of clipping like point, curve, text, and line clipping. Line clipping involves testing if line segments are fully inside/outside the window, and calculating intersections if they cross window boundaries.
3. Popular line clipping algorithms like Cohen-Sutherland and Liang-Barsky assign codes to line endpoints to quickly determine if lines are fully in/out of the window without calculating intersections. They find intersection points to clip lines that cross window edges.
This document summarizes Chapter 1 of a book on drawing in AutoCAD. The chapter covers topics such as navigating AutoCAD's user interface, working in the drawing area, accessing commands, using coordinate systems, printing, drawing commands, text, modification commands, object snaps, selection methods, and parametric drawing. It provides instructions and screenshots to demonstrate these fundamental AutoCAD tools and techniques.
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1) The document describes steps for designing road alignments and cross sections using software. It covers creating horizontal and vertical alignments, modifying them using grips, designing drainage and retaining walls, and calculating earthworks quantities.
2) Steps also include designing two types of interchanges - trumpet and cloverleaf. This involves selecting the major and minor roads, setting design criteria for ramps, lanes, and cross sections.
3) The software allows importing maps, setting geometric standards, and visualizing designs in 3D for quality control. Alignment editing tools and automatic batch processing features provide optimized design capabilities.
1. The document discusses applying coordinate systems and importing survey points for a roadway project in Kanaka Creek, British Columbia.
2. It provides steps for creating existing ground and utility surfaces, break lines, feature lines, horizontal and vertical alignments, corridors, and intersections.
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The document provides an overview of the AutoCAD interface and various drawing and editing commands in AutoCAD. It describes the main components of the AutoCAD interface and provides tutorials for drawing basic shapes and objects using commands like line, polygon, rectangle, circle, and ellipse. It also covers editing commands and how to enter coordinates and use osnap tools for accurate drawing.
DOI: 10.13140/RG.2.2.24714.21447
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Geometry / Bevel Object The Bevel Object controls the cross section of the extruded curve. The Bevel Object can only be another curve both 2D or 3D, and opened or closed. Editing the handles and control points of the Bevel Object will cause the original Object to change shape. https://docs.blender.org/manual/en/2.79/modeling/curves/properties/geometry.html
Lead and Lift
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The document is a presentation on basic AutoCAD tools that includes sections on drawing tools, modify tools, layers and dimensions, 3D modeling, and various drawing, editing, and modeling commands in AutoCAD like extrude, revolve, loft, and sweep. It provides information on and examples of tools like lines, circles, offset, trim, chamfer, fillet, dimensions, coordinate systems, and creating 3D objects from 2D profiles. The presentation contains 38 slides with descriptions and illustrations of key AutoCAD concepts and functions.
This tutorial document provides instructions for using Ansoft HFSS simulation software to construct and analyze a dipole antenna. It discusses creating the project, defining variables, building the dipole and port geometries, assigning radiation and port boundaries, setting up the frequency sweep solution, and generating reports on input impedance, S11 parameter, antenna parameters like directivity, and the far-field radiation pattern. The tutorial aims to illustrate the basic HFSS workflow and commands through a simple example to help new users get familiar with the software.
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This document provides a 3-page summary of a 6-week training course on AutoCAD 2D and 3D modeling software. It includes an introduction to AutoCAD and descriptions of the graphical user interface, common commands like line, circle, and erase, and exercises in 2D and 3D modeling. The summary describes the key components of the AutoCAD interface and how to use basic drawing and editing tools.
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This document contains details from 4 surveying projects carried out by students. The projects include:
1. Preparing contour maps and calculating reservoir capacity of a given area using levelling.
2. Measuring the area of a cricket ground using chain and cross staff survey.
3. Estimating earthwork for a canal by taking levels and calculating cutting and banking volumes.
4. Measuring the height of a structure using a theodolite to measure horizontal distances and vertical angles.
The document provides information on the objectives, surveys used, equipment, approaches, calculations and conclusions for each project.
The document provides an overview of construction drawings and their components. It discusses the different types of drawings that may be included in a set such as architectural, structural, mechanical, electrical, and site plans. It explains key elements like title blocks, revisions, scales, and specifications. It also covers surveying techniques including taking elevation readings with a transit level to establish benchmark, backsight, foresight, and station elevations. Mathematical formulas for area, volume, grade, and CSI specifications are also summarized.
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1. The main characters names in "The Shape of Things" are Adam and Evelyn, suggesting the play is a retelling of the original creation myth. Compare the original “Adam and Eve” and characters in the Judea-Christian creation account to Adam and Evelyn. How is The Shape of Things similar or different from the traditional Judea-Xian account? (Keep in mind the main difference being art and artistic versus theistic creation).
2. The “garden” is the museum, and roped off sculpture with the fig leaf is, like the tree of good and evil, what you’re not supposed to touch. Why does the author present the museum as a creation space? How is the sculpture like the tree of good and evil? What happens when they cross the line and touch (or photograph) it?
3. Compare Evelyn and Pygmalion as creators. How does their gender effect their position in history and creation? How do both their creations critique the culture in which they exist? Describe the "changes" to society that Evelyn and Pygmalion aspire to in their art.
4. How much are the creators (Evelyn and Pygmalion) in control of creation and their art work? Where does their control break down? What is the difference between creator and creature; or is the creature reducible to its creator?
5. When does Adam assert his own mind, (if at all) or veer towards independence by not relying on the tools to achieve superficial beauty that Evelyn imparts?
.
1. Select one movie from the list belowShutter Island (2010; My.docxketurahhazelhurst
1. Select one movie from the list below:
Shutter Island (2010; Mystery, Thriller; Leonardo DiCaprio, Mark Ruffalo
2. Watch the film you have selected as a psychology student and not merely as an ordinary film viewer (it is suggested that you watch the selected film multiple times).
3. Provide your own summary of the film, using psychological terms and concepts that you have learned in class and from your textbook. State clearly the psychological disorder you have seen portrayed in the film you have chosen, using DSM criteria/language. You should explain the psychological disorder portrayed in the movie. Determine and evaluate if the disorder identified in the film is accurate according to your textbook and other resource materials. Provide evidence using actual behaviors seen in the film. Is the depiction of the psychological disorder in the film accurate or not? Give evidence to support your claims using observable behaviors from the movie.
4. Based on the information from the film, determine what clinical diagnosis (or diagnoses) a character from the movie most likely has/have (can be the main character or supporting characters). Use criteria provided by the DSM-5 and provide an evidence-based diagnosis/diagnoses of the person. You will need to justify their diagnoses by demonstrating how the character’s symptoms meet some or all the criteria outlined in the DSM-5 as evidence of your diagnosis/diagnoses. Everything that you assert should be supported by evidence.
7. Be sure to use APA format using the latest edition of the APA Manual (7th edition).
.
1. Select a system of your choice and describe the system life-cycle.docxketurahhazelhurst
1. Select a system of your choice and describe the system life-cycle. Construct a detailed flow diagram tailored to your situation
2. What characteristics of an airplane would you attribute to the system as a whole rather than to a collection of its parts? Explain why.
.
1. Sensation refers to an actual event; perception refers to how we .docxketurahhazelhurst
1. Sensation refers to an actual event; perception refers to how we interpret the event. What are some cultural differences that might affect responses to particular stimuli, particularly in taste and pain?
2. Most of us feel like we never get enough sleep. What are the stages of sleep and what is the importance of sleep? What are some common sleep disorders and treatments?
.
1. The Institute of Medicine (now a renamed as a part of the N.docxketurahhazelhurst
1. The Institute of Medicine (now a renamed as a part of the
National Academies of Sciences, Engineering, and Medicine
) defined patient-centered care as: "Providing care that is respectful of and responsive to individual patient preferences, needs, and values, and ensuring that patient values guide all clinical decisions.”[1] While this definition clearly emphasizes the importance of a patient’s perspective in the context of clinical care delivery, it does not allow managers to focus on the actual “person” inside the institutional role of the patient.
In the same sense that a person who is incarcerated in a prison may receive extremely humane treatment, the “person” is still defined into the role of an “inmate,” and as such cannot, by definition, be granted the same rights and privileges as a non-institutionalized member of the civil order enjoys. In other words, I may be placed in a cell with great empathy and understanding of my preferences, needs, and values, but I am still being locked-up in jail.
No one is suggesting that being admitted into a jail cell is the same as being admitted into a hospital bed. There are many obvious differences between the two, including the basic purpose of the two institutions.
But while much is different, what is the same is how a pre-existing set of structured behaviors and processes are used to firmly, and without asking or negotiating, radically transform a “regular” person into a defined role of a “patient” that then can be diagnosed, treated, and discharged back into the world once the patient has finished their “time” in the “system.”
While patient-centered care emphasizes the value of increased sensitivity to a patient’s preferences, needs, and values, what we want to focus on is how decisions made by healthcare leaders affect the actual experience of a person receiving that care.
So with the "real person" in mind, this week's question is:
What can healthcare leaders do in improve the actual personal experience that "real people" go through as our "patients?"
(Be sure to develop your answers AFTER you review the definition and roles of "Leadership" in the readings for this week).
[1] Institute on Medicine, Crossing the Quality Chasm: A New Health System for the 21st Century, March, 2001
2. Health Information Technonogy - PPP Discussion
The board has created an innovation fund designed to foster improved quality, increased access, or reduced costs in healthcare delivery. Select a health information technology related to genomics, precision medicine, or diagnostics that you would propose to be funded for implementation. Prepare a PowerPoint presentation that describes the selected health information technology, what it does, why it would be beneficial, and what risks may be involved. Please note, this activity is weighted 5% toward the final grade. The PowerPoint should be no more than 5-6 slides with the presenter's notes. Follow the APA format.
.
1. The Documentary Hypothesis holds that the Pentateuch has a number.docxketurahhazelhurst
1. The Documentary Hypothesis holds that the Pentateuch has a number of underlying documents (alt., sources) that were ultimately gathered and sewn into the Pentateuch as we now have it. The method of separating those underlying documents is called source criticism. Please perform a source-critical analysis of Gen 1-3. In so doing, please identify the significant features that distinguish each underlying document. Note: There are many such features.
2. Why are covenants important in the Bible? What do they accomplish? Are they all the same, whether in structure or outlook? Do the different writers view them differently? What does the ancient Near Eastern background to the biblical covenant contribute to our understanding?
3. Dt 6:4 used to be translated
“Hear, O Israel: The LORD [YHWH] our God, the LORD [YHWH] is one.”
Currently, we translate
“Hear, O Israel: The LORD [YHWH] is our God, the LORD [YHWH] alone.”
In all likelihood, the second translation is grammatically preferable. What is the interpretive difference between “one” and “alone”? Is it significant? How, if at all, does this verse relate to the First Commandment? How does this verse relate to Gen 1:26, 3:22, and 11:7? How does this verse relate to the variant non-MT variant in Dt 32:8-9 (as reproduced in HarperCollins)? Why is any of this important?
Be sure to provide a careful, well-written essay which gives ample biblical examples (proof texts) to support the point(s) you wish to make.
.
1. Search the internet and learn about the cases of nurses Julie.docxketurahhazelhurst
1. Search the internet and learn about the cases of nurses Julie Thao and Kimberly Hiatt.
2. List and discuss lessons that you and all healthcare professionals can learn from these two cases.
3. Describe how the principle of beneficence and the virtue of benevolence could be applied to these cases. Do you think the hospital adminstrators handled the situations legally and ethically?
4. In addition to benevolence, which other virtues exhibited by their colleagues might have helped Thao and Hiatt?
5. Discuss personal virtues that might be helpful to second victims themselves to navigate the grieving process.
Scholarly article, APA format, and no grammar error
.
1. Search the internet and learn about the cases of nurses Julie Tha.docxketurahhazelhurst
1. Search the internet and learn about the cases of nurses Julie Thao and Kimberly Hiatt.
2. List and discuss lessons that you and all healthcare professionals can learn from these two cases.
3. Describe how the principle of beneficence and the virtue of benevolence could be applied to these cases. Do you think the hospital adminstrators handled the situations legally and ethically?
4. In addition to benevolence, which other virtues exhibited by their colleagues might have helped Thao and Hiatt?
5. Discuss personal virtues that might be helpful to second victims themselves to navigate the grieving process.
use reference and scholarly nursing article.
.
1. Review the three articles about Inflation that are found below th.docxketurahhazelhurst
1. Review the three articles about Inflation that are found below this.
Globalization and Inflatio
n
Drivers of Inflation
Inflation
and Unemploymen
t
2. Locate two JOURNAL articles which discuss this topic further. You need to focus on the Abstract, Introduction, Results, and Conclusion. For our purposes, you are not expected to fully understand the Data and Methodology.
3. Summarize these journal articles. Please use your own words. No copy-and-paste. Cite your sources.
4.The replies are due by the deadline specified in the Course Schedule.
Please post (in APA format) your article citation.
.
1. Review the following request from a customerWe have a ne.docxketurahhazelhurst
1. Review the following request from a customer:
We have a need to replace the aging Signage Application. This application is housed in District 4 and serves the district as well as two other districts. We would like a new application that can be used statewide to track all information related to road signs.
The current system is old and doesn’t do most of what we need it to.
The current system has a whole bunch of reports, but no way for the user to update them by themselves without getting IT involved.
We also can’t create our own reports, on-demand, when we need to. Currently, data is entered into the application manually by Administrative Staff, but in the future, we would like to be able to take a picture of the road sign using a phone app, and have it automagically populate the database with geospatial location and other information. We thought about having a Smart Watch interface, but we don’t need that. Also, the current method does not have any way to manage the quality of the data that is entered, so there is a lot of garbage information there. There is no way to centrally manage security access, with the existing application. We want to get real time alerts when a sign gets knocked over in an accident and have a dashboard that shows where signs have been knocked over across the state. This is kind of important, but not super-critical. We need to store location information, types of signs, when a new sign is installed, who installed it, etc. We plan to provide the phone app to drivers in each district who will drive around, take pictures of the signs, and upload them to the database at the end of each day, or in realtime, if a data connection is available.
Back in Central Office, reviewers will review the sign information and validate it. A report will be printed every month with the results and a map. There are probably other things, but we can’t think of anything else right now.
2. List the main goal(s) of this request
3. Write all the user stories you see (include value statements and acceptance criteria, if possible)
4. Prioritize the user stories as
a. Critical
b. Important
c. Useful
d. Out of Scope
5. Are the user stories sufficiently detailed? If not, what steps would you take to split them/further define them?
6. What are the known Data Entities?
7. Is there an implied business process? Draw an activity diagram or a flow chart of it
8. Who are the actors/roles?
9. What questions would you ask of the stakeholders to get more information?
10. What technology should be used to implement the solution?
11. What would you do next as the assigned Business Analyst working on an Agile team?
.
1. Research risk assessment approaches.2. Create an outline .docxketurahhazelhurst
1. Research risk assessment approaches.
2. Create an outline for a basic qualitative risk assessment plan.
3. Write an introduction to the plan explaining its purpose and importance.
4. Define the scope and boundaries for the risk assessment.
5. Identify data center assets and activities to be assessed.
6. Identify relevant threats and vulnerabilities. Include those listed in the scenario and add to the list if needed.
7. Identify relevant types of controls to be assessed.
8. Identify the key roles and responsibilities of individuals and departments within the organization as they pertain to risk assessments.
9. Develop a proposed schedule for the risk assessment process.
10. Complete the draft risk assessment plan detailing the information above. Risk assessment plans often include tables, but you choose the best format to present the material. Format the bulk of the plan similar to a professional business report and cite any sources you used.
.
1. Research has narrowed the thousands of leadership behaviors into .docxketurahhazelhurst
1. Research has narrowed the thousands of leadership behaviors into two primary dimensions. Please list and discuss these two behaviors.
2. Distinguish between charismatic, transformational, and authentic leadership. Could an individual display all three types of leadership?
.
1. Research Topic Super Computer Data MiningThe aim of this.docxketurahhazelhurst
1. Research Topic: Super Computer Data Mining
The aim of this project is to produce a super-computing data mining resource for use by the UK academic community which utilizes a number of advanced machine learning and statistical algorithms for large datasets. In particular, a number of evolutionary computing-based algorithms and the ensemble machine approach will be used to exploit the large-scale parallelism possible in super-computing. This purpose is embodied in the following objectives:
1. to develop a massively parallel approach for commonly used statistical and machine learning techniques for exploratory data analysis
1. to develop a massively parallel approach to the use of evolutionary computing techniques for feature creation and selection
1. to develop a massively parallel approach to the use of evolutionary computing techniques for data modelling
1. to develop a massively parallel approach to the use of ensemble machines for data modelling consisting of many well-known machine learning algorithms;
1. to develop an appropriate super-computing infra-structure to support the use of such advanced machine learning techniques with large datasets.
Research Needs:
Problem definition – In the first phase problem definition is listed i.e. business aims and objectives are determined taking into consideration certain factors like the current background and future prospective.
Data exploration – Required data is collected and explored using various statistical methods along with identification of underlying problems.
Data preparation – The data is prepared for modeling by cleansing and formatting the raw data in the desired way. The meaning of data is not changed while preparing.
Modeling – In this phase the data model is created by applying certain mathematical functions and modeling techniques. After the model is created it goes through validation and verification.
Evaluation – After the model is created, it is evaluated by a team of experts to check whether it satisfies business objectives or not.
Deployment – After evaluation, the model is deployed and further plans are made for its maintenance. A properly organized report is prepared with the summary of the work done.
Research paper Policy
· APA format
. https://apastyle.apa.org/
. https://owl.purdue.edu/owl/research_and_citation/apa_style/apa_formatting_and_style_guide/general_format.html
· Min number of pages are 15 pages
· Must have
. Contents with page numbers
. Abstract
. Introduction
. The problem
4. Are there any sub-problems?
4. Is there any issue need to be present concerning the problem?
. The solutions
5. Steps of the solutions
. Compare the solution to other solution
. Any suggestion to improve the solution
. Conclusion
. References
· Missing one of the above will result -5/30 of the research paper
· Paper does not stick to the APA will result in 0 in the research paper
· Submission
. you have multiple submission to check you safe assignments
. The percentage accepted is 1%.
1. Research and then describe about The Coca-Cola Company primary bu.docxketurahhazelhurst
1. Research and then describe about The Coca-Cola Company primary business activities. Include: Minimum 7 Pages. Excluding reference page
2.
A. A brief historical summary,
B. A list of competitors,
C. The company's position within the industry,
D. Recent developments within the company/industry,
E. Future direction, and
F. Other items of significance to your corporation.
3. Include information from a variety of resources. For example:
A. Consult the Form 10-K filed with the SEC.
B. Review the Annual Report and especially the Letter to Shareholders
C. Explore the corporate website.
D. Select at least two significant news items from recent business periodicals
The report should be well written with cover page, introduction, the body of the paper (with appropriate subheadings), conclusion, and reference page.
.
1. Prepare a risk management plan for the project of finding a job a.docxketurahhazelhurst
1. Prepare a risk management plan for the project of finding a job after graduation.
and
2. Develop a reward system for motivating IPT members to do their jobs more conscientiously and to take on more responsibility.
[The assignment should be at least 400 words minimum and in APA format (including Times New Roman with font size 12 and double spaced), and attached as a WORD file.]
Plagiarism free
.
1. Please define the term social class. How is it usually measured .docxketurahhazelhurst
1. Please define the term social class. How is it usually measured? What are some ways that social class is affecting health outcomes for people who become ill with COVID-19?
2. What is the CARES Act? Has it been enough? What has happened to people's ability to pay their bills since it expired?
3. As things stand now, data is showing higher COVID-19 related mortality rates for African Americans. Given what you know from the textbook and from the attached articles, what are some explanations for the disparity?
4. What is environmental racism (injustice)? How does environmental racism put some populations at higher risk for severe medical complications than others? (Vice article)
https://www.theatlantic.com/ideas/archive/2020/07/600-week-buys-freedom-fear/613972/
https://www.vox.com/2020/4/10/21207520/coronavirus-deaths-economy-layoffs-inequality-covid-pandemic
https://www.vice.com/en_us/article/pke94n/cancer-alley-has-some-of-the-highest-coronavirus-death-rates-in-the-country
https://www.theguardian.com/us-news/2020/apr/12/coronavirus-us-deep-south-poverty-race-perfect-storm
.
How to Make a Field Mandatory in Odoo 17Celine George
In Odoo, making a field required can be done through both Python code and XML views. When you set the required attribute to True in Python code, it makes the field required across all views where it's used. Conversely, when you set the required attribute in XML views, it makes the field required only in the context of that particular view.
Walmart Business+ and Spark Good for Nonprofits.pdfTechSoup
"Learn about all the ways Walmart supports nonprofit organizations.
You will hear from Liz Willett, the Head of Nonprofits, and hear about what Walmart is doing to help nonprofits, including Walmart Business and Spark Good. Walmart Business+ is a new offer for nonprofits that offers discounts and also streamlines nonprofits order and expense tracking, saving time and money.
The webinar may also give some examples on how nonprofits can best leverage Walmart Business+.
The event will cover the following::
Walmart Business + (https://business.walmart.com/plus) is a new shopping experience for nonprofits, schools, and local business customers that connects an exclusive online shopping experience to stores. Benefits include free delivery and shipping, a 'Spend Analytics” feature, special discounts, deals and tax-exempt shopping.
Special TechSoup offer for a free 180 days membership, and up to $150 in discounts on eligible orders.
Spark Good (walmart.com/sparkgood) is a charitable platform that enables nonprofits to receive donations directly from customers and associates.
Answers about how you can do more with Walmart!"
A review of the growth of the Israel Genealogy Research Association Database Collection for the last 12 months. Our collection is now passed the 3 million mark and still growing. See which archives have contributed the most. See the different types of records we have, and which years have had records added. You can also see what we have for the future.
বাংলাদেশের অর্থনৈতিক সমীক্ষা ২০২৪ [Bangladesh Economic Review 2024 Bangla.pdf] কম্পিউটার , ট্যাব ও স্মার্ট ফোন ভার্সন সহ সম্পূর্ণ বাংলা ই-বুক বা pdf বই " সুচিপত্র ...বুকমার্ক মেনু 🔖 ও হাইপার লিংক মেনু 📝👆 যুক্ত ..
আমাদের সবার জন্য খুব খুব গুরুত্বপূর্ণ একটি বই ..বিসিএস, ব্যাংক, ইউনিভার্সিটি ভর্তি ও যে কোন প্রতিযোগিতা মূলক পরীক্ষার জন্য এর খুব ইম্পরট্যান্ট একটি বিষয় ...তাছাড়া বাংলাদেশের সাম্প্রতিক যে কোন ডাটা বা তথ্য এই বইতে পাবেন ...
তাই একজন নাগরিক হিসাবে এই তথ্য গুলো আপনার জানা প্রয়োজন ...।
বিসিএস ও ব্যাংক এর লিখিত পরীক্ষা ...+এছাড়া মাধ্যমিক ও উচ্চমাধ্যমিকের স্টুডেন্টদের জন্য অনেক কাজে আসবে ...
This slide is special for master students (MIBS & MIFB) in UUM. Also useful for readers who are interested in the topic of contemporary Islamic banking.
Executive Directors Chat Leveraging AI for Diversity, Equity, and InclusionTechSoup
Let’s explore the intersection of technology and equity in the final session of our DEI series. Discover how AI tools, like ChatGPT, can be used to support and enhance your nonprofit's DEI initiatives. Participants will gain insights into practical AI applications and get tips for leveraging technology to advance their DEI goals.
How to Manage Your Lost Opportunities in Odoo 17 CRMCeline George
Odoo 17 CRM allows us to track why we lose sales opportunities with "Lost Reasons." This helps analyze our sales process and identify areas for improvement. Here's how to configure lost reasons in Odoo 17 CRM
How to Add Chatter in the odoo 17 ERP ModuleCeline George
In Odoo, the chatter is like a chat tool that helps you work together on records. You can leave notes and track things, making it easier to talk with your team and partners. Inside chatter, all communication history, activity, and changes will be displayed.
This presentation was provided by Steph Pollock of The American Psychological Association’s Journals Program, and Damita Snow, of The American Society of Civil Engineers (ASCE), for the initial session of NISO's 2024 Training Series "DEIA in the Scholarly Landscape." Session One: 'Setting Expectations: a DEIA Primer,' was held June 6, 2024.
ISO/IEC 27001, ISO/IEC 42001, and GDPR: Best Practices for Implementation and...PECB
Denis is a dynamic and results-driven Chief Information Officer (CIO) with a distinguished career spanning information systems analysis and technical project management. With a proven track record of spearheading the design and delivery of cutting-edge Information Management solutions, he has consistently elevated business operations, streamlined reporting functions, and maximized process efficiency.
Certified as an ISO/IEC 27001: Information Security Management Systems (ISMS) Lead Implementer, Data Protection Officer, and Cyber Risks Analyst, Denis brings a heightened focus on data security, privacy, and cyber resilience to every endeavor.
His expertise extends across a diverse spectrum of reporting, database, and web development applications, underpinned by an exceptional grasp of data storage and virtualization technologies. His proficiency in application testing, database administration, and data cleansing ensures seamless execution of complex projects.
What sets Denis apart is his comprehensive understanding of Business and Systems Analysis technologies, honed through involvement in all phases of the Software Development Lifecycle (SDLC). From meticulous requirements gathering to precise analysis, innovative design, rigorous development, thorough testing, and successful implementation, he has consistently delivered exceptional results.
Throughout his career, he has taken on multifaceted roles, from leading technical project management teams to owning solutions that drive operational excellence. His conscientious and proactive approach is unwavering, whether he is working independently or collaboratively within a team. His ability to connect with colleagues on a personal level underscores his commitment to fostering a harmonious and productive workplace environment.
Date: May 29, 2024
Tags: Information Security, ISO/IEC 27001, ISO/IEC 42001, Artificial Intelligence, GDPR
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Training: ISO/IEC 27001 Information Security Management System - EN | PECB
ISO/IEC 42001 Artificial Intelligence Management System - EN | PECB
General Data Protection Regulation (GDPR) - Training Courses - EN | PECB
Webinars: https://pecb.com/webinars
Article: https://pecb.com/article
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Slideshare: http://www.slideshare.net/PECBCERTIFICATION
LAND USE LAND COVER AND NDVI OF MIRZAPUR DISTRICT, UPRAHUL
This Dissertation explores the particular circumstances of Mirzapur, a region located in the
core of India. Mirzapur, with its varied terrains and abundant biodiversity, offers an optimal
environment for investigating the changes in vegetation cover dynamics. Our study utilizes
advanced technologies such as GIS (Geographic Information Systems) and Remote sensing to
analyze the transformations that have taken place over the course of a decade.
The complex relationship between human activities and the environment has been the focus
of extensive research and worry. As the global community grapples with swift urbanization,
population expansion, and economic progress, the effects on natural ecosystems are becoming
more evident. A crucial element of this impact is the alteration of vegetation cover, which plays a
significant role in maintaining the ecological equilibrium of our planet.Land serves as the foundation for all human activities and provides the necessary materials for
these activities. As the most crucial natural resource, its utilization by humans results in different
'Land uses,' which are determined by both human activities and the physical characteristics of the
land.
The utilization of land is impacted by human needs and environmental factors. In countries
like India, rapid population growth and the emphasis on extensive resource exploitation can lead
to significant land degradation, adversely affecting the region's land cover.
Therefore, human intervention has significantly influenced land use patterns over many
centuries, evolving its structure over time and space. In the present era, these changes have
accelerated due to factors such as agriculture and urbanization. Information regarding land use and
cover is essential for various planning and management tasks related to the Earth's surface,
providing crucial environmental data for scientific, resource management, policy purposes, and
diverse human activities.
Accurate understanding of land use and cover is imperative for the development planning
of any area. Consequently, a wide range of professionals, including earth system scientists, land
and water managers, and urban planners, are interested in obtaining data on land use and cover
changes, conversion trends, and other related patterns. The spatial dimensions of land use and
cover support policymakers and scientists in making well-informed decisions, as alterations in
these patterns indicate shifts in economic and social conditions. Monitoring such changes with the
help of Advanced technologies like Remote Sensing and Geographic Information Systems is
crucial for coordinated efforts across different administrative levels. Advanced technologies like
Remote Sensing and Geographic Information Systems
9
Changes in vegetation cover refer to variations in the distribution, composition, and overall
structure of plant communities across different temporal and spatial scales. These changes can
occur natural.
CE 191T – Site Plan Development Assignment 11 – 100 points .docx
1. CE 191T – Site Plan Development Assignment 11 – 100 points
In this assignment you will prepare a grading plan for 5 acres,
plus or minus an acre, using the provided
site plan dwg file. The grading area that you will work in is the
area within the magenta boundary. Once
you understand the boundary limits you can turn that layer off
so it is not in your way. You will provide:
• TFC and P points for all curb median islands
• G points for all gutter elevations
• FL points for all valley gutters
• GR points for all storm drain grate inlets
• TFC point for all curb face inlets
Open the template file provided and Save As:
LASTNAME_I_11.DWG TO YOUR PROJECT FOLDER
Download the following documents:
1. CoF Development Code
a. Article 20 – General Site Regulations
b. Article 24 – Parking and Loading
c. Article 31 – General Provisions
Read these documents and use the information in them along
with the general instructions in this
assignment to develop the grading plan for this portion of the
parking lot up to the building
Rules of the road:
2. Minimum slope on any asphalt concrete pavement in any plane
is 1% (0.01 ft/ft)
Minimum slope in any direction on concrete sidewalk of slab is
1.5% (0.015 ft/ft)
Maximum crossfall (transverse to the direction of the path of
travel) is 2% (0.02 ft/ft)
Maximum longitudinal slope shall be 4.5% along the path of
travel unless the path of travel provides
resting areas as required by the ADA, but in no case shall the
maximum longitudinal slope exceed the
maximum allowed by the ADA
Maximum longitudinal slope on ramps shall conform to the
ADA standards
Minimum slope on concrete valley gutters is 0.2% (0.002 ft/ft)
Curb is dimensioned in accordance with the City of Fresno
Standard Plan
Curb and gutter is dimensioned in accordance with the City of
Fresno Standards Plans
The Finish Floor elevation of any building shall be six-inches
above highest breakover point for that
building
The lowest onsite inlet top of curb elevation (grate elevation
plus 0.50 feet) shall not bel less than the
lowest adjacent inlet top of curb connected to the public storm
drainage system in the street
3. The grade differential between the project side of the property
line and the neighboring side of the
property line shall not exceed six-inches without a retaining
wall. The maximum differential shall not
exceed 12-inches with a retaining wall.
Start at a known elevation and work towards the unknown. This
usually means that you start with the
street elevations and work onto your site.
Civil 3D Commands:
L – Line Command
PL – Polyline Command
Create Feature Line
Point Creation Tools
Manual
Surface
Slope
Layers:
C-SITE-CONC GREEN CONTINUOUS
C-SITE-TEXT-ELEV CYAN CONTINUOUS
C-STRM-PIPE BLUE CONTINUOUS
C-STRM-INLET BLUE CONTINUOUS
Grading Design:
4. Note that the area for which you will create a grading design is
the area in the magenta boundary. Once
you know where the boundary layer is, turn off the boundary
layer, C-SITE-GRADING_DESIGN_BNDY,
proceed with the grading design using the rules above.
You will design TFC and P elevation for parking median
islands, TFC and G elevations for curb and gutter,
FL elevations for all valley gutters that you may include in your
design, and GR elevations for all storm
drain inlets that you may include in your design. Note the
specifications for the point descriptors that
you will use for each point to designate the design elevation. In
other words, you will use AECC point
objects to label the design elevation and to perform your design.
The boundary elevations for the grading design area have been
designate in the drawing. You job is to
design the TFC, P, G, GR, and FL elevations within this area.
On the following page is an illustration of the grading area with
the boundary. The four corner boundary
elevations are also shown.
5. You design and label the median island TFC and P elevation for
a standard curb
You will use the following standard details for the dimensions
of curb:
6. Remember these dimensions and refer back to these details for
calculating TFC and Valley Gutter
elevationss
In this Assignment you will annotate the TOP FACE OF CURB
(TFC) AND PAVEMENT (P) for each island as
shown below:
7. To design grading, start from the known and then work towards
the unknown. In this case, the knowns
are the boundary elevations provided in the template drawing.
The remaining grading design will be
completed based on these boundary elevations.
The best scheme is to design the P elevations and then add the
TFC later because the TFC follows the
pavement elevation by +.05 feet in design. The other tip is use
the L (lip) elevation and not the TFC or G
elevation in CURB AND GUTTER situations because the lip
elevation sets the pavement elevation. The
difference between the TFC elevation and the L elevation is -
0.37 feet, i.e. the L elevation is 0.37 feet
lower than the TFC elevation.fd
There are many ways to begin the grading design. We are going
to start at the northwest corner of the
boundary area and draw a Feature Line along the lip of the
gutter to the northeast corner
Northwest
corner
8. Northeast
corner
Set the current layer to C-SITE-TEXT-ELEV
Start the Feature Line command and create a feature line using
Create Feature Line
Use the NODE Osnap and click on the point that is set for the
Lip of the Curb and Gutter at the
northwest corner. This should be the 292.20 L point.
When you click on the node, you will see a dialogue that shows
the elevation of the node point, 292.20.
Then you will be prompted to draw the feature line. Select A
for arc as the first segment of the feature
line will be along the arc of the lip of the curb and gutter. You
will then be prompted to select S for the
second point on the curb, type S and then use the NEAR Osnap
to select a second point in the lip within
the arc. Then use the END Osnap to select the end of the arc of
the Lip. At this point, Select T for
Transition as we are not done drawing the feature line. Next
select L to draw a straight line segment
9. from the end of the arc to the end of the lip at the northeast
corner of the grading area. Now set the
NODE Osnap and select the node of the Lip point set at the
northeast corner. This point should be
291.70 L. You will be prompted with the elevation of the node
point, 291.70. Select E for elevation at
this point and the routine will accept the 291.70 elevation.
Then use the ENTER key a couple of times to
end the command.
You have drawn a feature line that is 3D.
Now go back to the first island at the northwest corner of the
grading area and draw a line from the end
of the curb return to the face of the curb and gutter as shown.
Fill in the dialogue box as shown
make sure to click on Use current
layer
Click OK when you are finished
You will be prompted to select a
starting point for the Feature Line
Draw this line from the face of the
curb and gutter to the end of the
10. curb return at the island
The Civil 3D commands don’t have a routine for extracting a
point from a 3D feature and labeling it so
we will use the ID command to list the elevation of the Feature
Line at the point where the line crosses
the lip and then use the Points, Manual command to set the
point and label the elevation. You may
need to turn off the C-SITE-CONC layer to do this as
sometimes Civil 3D will default to the entity with
the 0 elevation rather than pick up the 3D entity.
Type ID to start the Identify command and use the NEAR Osnap
and select a point on the Feature Line
that is as close to the construction line as you can get.
Now use the Point Manual Command to set a point at the
intersection of the Feature Line and the
construction line.
11. And click on the Points Create Tools and you will see this menu
appear on your screen
Select the far left option and the Manual point command
Here is the point on the Feature
Line that is near the construction
line that we drew from the curb
return to the face of th Use the
Slope/Grade-Distance Point
command to set the P elevation at
the curb return for the island
e curb
When you are as close you can get,
click and Civil 3D will report back
th X Y Z ( l ti ) f th i t
Select the Manual point and set a point at the intersection using
the APPARENT INTERSECTION Osnap.
When prompted for the Description, use L for lip, and then
accept the Elevation that is shown. It should
12. be 292.13. Use the ENTER key a couple of times to end the
command.
Now use the SLOPE-GRADE-DISTANCE routine to create the
point elevation for the Pavement at the curb
return of the island.
Select the routine and follow the prompts as follows:
Use the NODE Osnap to select the point that you just created at
the Lip of the gutter. This sets the
starting location and elevation of the calculation of the P
elevation for the pavement at the curb return.
Select the end of the construction line at the curb return to set
the direction of the calculation.
Then type the letter G to set the calculation to Grade and not
Slope.
dEnter the cross fall of the pavement in percent, with no sign
for up and minus (-) for down. We want
the runoff to drain to the curb and gutter so we will not use a
sign and use 2 for 2% upslope to calculate
the P elevation at the curb return.
Select the end of the construction line at the curb return again
to set the location of the P elevation
point.
Accept 0 for the number of Intermediate points by using the
ENTER key.
13. Select 0 for the offset by using the ENTER key.
Use the ENTER key to accept the Y promot to set a point at the
end point of the construction line at the
curb return.
Enter P for the pavement elevation at the Description Prompt
And the Point will appear at the end of the curb return with the
P description and 293.01 Elevation.
You will have to use the ESCAPE key to end the command.
Set all of the north facing P elevations at the curb return
elevations using this routine.
Add 0.50 feet to the P elevations to calculate the TFC
elevations and add that point at each curb return
using the Point Manual routine.
Also use this routine to set these procedures to set the P and
TFC elevations the north/south curb line
that runs parallel with the north/south curb and gutter along the
east side of the grading area.
The ground has a drop or slope from north to south so we will
14. grade the parking lot that way as well and
try to push the runoff as far as the proposed storm drain located
along the drive in front of the office
commercial stores.
You would do this using valley gutters that slope from north to
south and then using cross fall across the
parking stalls to drain the pavement to the valley gutters.
Another method is the use only the pavement slope and drain to
inlets that are connected by a pipeline
system.
Either way you do the design, you must design using the
minimum gradients for pavement and curb and
gutter, and make sure that the building is safe from major
events that could flood the site. You want the
runoff to leave the site before it enters a building. You must
also make sure that the ADA parking stalls
do not exceed 2% cross fall or slope and that the ADA path of
travel meets ADA standards for cross fall
maximum of 2% and longitudinal slope of 5%.
If you choose to use valley gutter, you need to pick which drive
aisle they will be in and then draw them
into the aisles on the C-SITE-CONC layer. Use the valley
gutter detail to draw them in and to calculate
the P and FL elevations. Valley gutters are usually placed in
the middle of the drive aisle and can be
either in every aisle or in every other aisle. If they are in very
aisle, then the grade break for pavement
slope is along the parking stop lines. If they are in every other
aisle, the grade break is usually in the
middle of the aisle between the valley gutters.
15. Use the Slope/Grade-Distance Point command to set the P
elevation at the curb return for the island
The following illustration show the process of setting the FL for
the valley gutter
Once you have this end of the grading done, then move south to
the building end of the grading area.
This will establish the two ends of the grading area and allow
you to work out the middle of the grading.
Fixing the two ends reduces the number of possible solutions to
the problem and saves you time.
The building must be flat, or in other words, the walk and curb
in front of the building cannot have a
longitudinal slope. There will be cross fall across the sidewalk
16. away from the building towards the
parking lot, but there will be no slope parallel with the building.
You can see that in the two TFC
elevations set at both ends of the grading area. They are both
the same elevation.
This means that any longitudinal slope on the parking lot
parallel with the building must be created by
the cross fall on the pavement from the building to the storm
drain line and valley gutter.
Start by drawing the valley gutter parallel with the building and
centered on the storm drain pipeline.
The valley gutter should terminate at the center of the most
easterly aisle.
The allowable cross falls from the curb at the building to the
valley gutter will range from 1% at the
upstream end of the valley gutter to 2% at the downstream end
of the valley gutter.
Draw the construction line.
Use the ID commend and the
Manual Point Command to set the
Lip of the curb and gutter.
Use the Slope/Grade-Distance
Point command to set the P
elevation at the curb return for the
island
Use the Slope/Grade-Distance Pint
command to set the P elevation at
17. the valley gutter for the island (I
used -1.5% from the P elevation for
the curb return to the P for the
valley gutter because we are
working from the low side
elevation and I wanted to reduce
the bump into the valley gutter
from the pavement as you turn
into the aisle.
Low Side P
High Side P
Since the parking lot drive aisle in front of the building is 27.8-
feet wide, half of which is 13.9-feet. The
valley gutter is 4-feet wide as illustrated in Detail A/30, half of
which is 2-feet. The distance from the
TFC to the edge of the valley gutter is 13.9-2 = 11.9-feet.
The range of deltas from the pavement at the building TFC to
the valley gutter are:
0.01 x 11.9 = 0.12 feet feet
0.02 x 11.9 = 0.24-feet
Using a minimum longitudinal slope on a valley gutter of 0.002
ft/ft means that the maximum run on a
valley gutter to stay within the limits of 1% to 2% cross fall is:
18. Run = (0.24-0.12)/0.002 = 60 feet. This does not work so we
need to push the storm drain and the valley
gutter to face of the endcap islands. This gives us double the
distance of fall and double the run
between grade breaks in the valley gutter.
New cross fall run = 27.8 - 2 = 25.8-feet
0.01 x 25.8 = 0.26-feet
0.02 x 25.8 = 0.52-feet
The new run between grade breaks is (0.52 – 0.26)/0.002 = 130-
feet
Draw the valley gutter that runs parallel with the building as
shown below:
Then move the storm drain over as shown.
Center the 4’ wide valley
gutter on the TFC of the
19. median cap. This will
probably preclude
planting trees in the
endcaps so we may need
to redistribute the tree
wells in the parking lot.
Move the inlet so that it
center in the valley gutter
elbow and then use it as a
junction box to turn the
storm drain from the Type
D inlet.
Now place a P point at the extension of the valley gutter
centerline to the building curb face using the
Manual Point command and a P elevation for the valley gutter
using the Slope/Grade-Distance
command. Use -2% for the grade. You want -2% because this
is the downstream end of the valley
gutter with the inlet and minus because you want the pavement
to slope from the building to the valley
gutter. Enter the 2% as 2 not as 0.02.
Draw circle with 130-foot radii to mark out the grade break
locations as illustrated in the picture
20. It looks like you can just stretch to the center of the third aisle
west to make our grade break.
Zoom down on that aisle and draw a construction line using the
MID Osnap on the northerly line of the
valley gutter to the south side of the valley gutter. Now use the
Slope/Grade-Distance point command
to set the P elevation at the proposed grade break location. Use
the NODE Osnap in the command to
select the easterly P elevation at the valley gutter. Then follow
the prompts. Select G for grade and
enter 0.2 for the slope to indicate a positive or up slope of 0.002
ft/ft. Use ESC to end the command.
You should get a P elevation at this point of:
Now use the Manual Point command to set a P elevation at the
building curb. Use the cross hairs to line
up the point location along the curb with the P elevation at the
valley gutter that you just created. This
is not really necessary, but it helps focus what you are doing
21. next.
Now check the cross fall from the P elevation at the building
curb to the P elevation at the valley gutter.
Cross Fall = (Pcurb – Pvg)/Run x 100 to calcualte the cross fall
in percent
Pcurb is the pavement elevation at the building curb
Pvg is the pavement elevation at the valley gutter
Run is the distance from the building curb face to the south
edge of the valley gutter
Cross Fall = (290.42-290.16)/25.9 = 1.0% This meets the
minimum elevation criteria so OK.
Now create the next low point in the valley gutter using the
Slope/Grade-Distance command. Find the
next grade break location using the circle to the west and draw a
construction line using the MID Osnap
from the north side of the valley gutter to the south side as you
did before but use the -0.2 grade to
slope down to a new inlet that will be located at this point. It
should look like this:
Now you can start to work out the endcap island P and TFC
elevations using the valley gutter elevations.
You can use the Slope/Grade-Distance point command to set the
22. P elevation opposite each of the curb
returns along the valley gutter. The nice thing about the
command is that the starting point and
elevation stay locked in, but you will have to specify the
direction and distance for each subsequent
point along the valley gutter.
Start the command, select the starting node using the NODE
Osnap, select the end point of the
construction line at the high point aisle, select G and enter 0.2,
then use the NEAR Osnap and your cross
hairs to line up the next point opposite the curb return, accept
the next prompts and enter P when
prompted for the point description. Now select the end point of
the construction line again when you
see:
Specify a point to define the direction of the intermediate
points:
Enter 0.2 at the Grade prompt (Civil 3D will hold the Grade
setting). Usie the NEAR Osnap and the cross
hairs to locate the next point opposite of the next curb return.
You should end up with elevations like
this:
Now you have to decide if you want a 0.5-foot curb face where
the valley gutter flow line (invert) meets
23. the curb or if you want a 0.625-foot curb face because the
valley gutter has a 1.5-inch drop from the
edge to the flow line. In this demonstration we will accept a
0.625-foot curb face (7.5-inch), but will
require that a detail be prepared to show the contactor how to
construct this.
Using this, the TFC elevation will be 0.5-feet higher than the P
elevations. You can use the Manual Point
Command to set the TFC elevation on the south side of the
endcap.
The north side of the endcap TFC should be high enough to
slope from the curb return to the valley
gutter.
Now you can work out the interior grades to the grading area.
You are probably now going to have to
use a valley gutter in each aisle. You can saw-tooth the north-
south valley gutter or keep them all
sloping south. The least expensive thing to do is to slope all
south, but you might get caught where you
need to saw-tooth the valley gutter in order to keep the cross
falls within the range of 1% to 2%. You
can stretch to 2.5% or 3% maximum. Do not exceed 3% in
Fresno as people are not used to slope over
3% in the Fresno area.
Also remember that the maximum cross fall in ADA travel way
is 2%. So all ADA parking stalls need to
have pavement slopes that do not exceed 2%. Most designers
use a maximum of 1.75% to avoid having
to tear out pavement due to construction tollerances.
It is also better to keep cross fall on median islands to a
maximum of 3% to avoid irrigation water
24. overflow on the low side.
Before you move on, check the longitudinal slope on the valley
gutter in the most easterly aisle. Use the
P elevation at the north end and the south end and distance
between the two to calculate the slope. It
should look line this:
(292.41 – 289.90)/275 = 0.0091 ft/ft this is greater than 0.002
so OK.
Good Luck.
25. CE 191T – Site Plan Development Assignment 11 – 100 points