Construction Plan Reading Basics & Applications
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1 Construction Plan Reading Basics & Applications July 12 th, 2016 / 4 p.m. Richland County Transportation Penny Office Instructor Ben W. Lewis, PE
2 Welcome & Introductions Instructor Ben W. Lewis, PE Project Manager for the Program Development Team (PDT) Professional Engineer employed by HDR ICA 11 years of experience in highway design and plan development Contact Information Phone:
3 Training Outcomes Obtain familiarity with the layout of engineering construction plans with focus on roadway plans Obtain familiarity with the information provided within engineering construction plans Perform typical engineering calculations Perform typical construction quantity take-offs What other outcomes do you have in mind?
4 Training Outcomes This training course is derived from applications specific to the South Carolina Department of Transportation (SCDOT). This course will reference practice and applications based on SCDOT standards and typical methods. While all agencies have individual practices and methods for development of construction plans, the intent and information provided is very similar.
5 Course Outline Part I Plan Layout Part II Plan Reading Basics Part III Plan Applications Up-Front Sheets Plan Design Sheets Cross-sections Stationing Horizontal Curves Vertical Curves Typical Calculations / Quantity Take-off s
6 What is a Plan? A plan is a living document that is the basic road map to construct a project. Contains plans, profiles and cross-sections (but not always). A loaf of bread is a good example of the parts of a plan. Plan View (from above) Cross-section View (from the end) Profile View (from the side)
7 Part I Plan Layout Up-Front Sheets Plan Design Sheets Cross-sections
8 Part I Title Sheet Project Title Project Map Design & Permitting Info
9 Part I Quantities Sheet
10 Part I Typical Section Sheet Baseline Project Notes Pavement Legend Shows dimensions from baseline Surficial construction items (curbs, sidewalks, pavement depths) Project notes provide information regarding incidentals within the area of typical section
11 Part I Property / Right-of-Way Data Sheets Graphically represents existing & new rights-ofway Shows impacts per parcel Provides right-of-way totals and any permissions needed
12 Part I Construction Notes Sheets Inclusions Construction Items not shown in detail on plans, but needed for construction Info given to contractor regarding specific use of certain items Project Notes Description of major work tasks Notes to contractor regarding special work items, special conditions
13 Part I Project Data Sheets Example: Alignment Data Survey Data: Control Points Tabular Alignment Data Graphical Alignment Data Other data sheets include: Utility data Topographic data (from surveys)
14 Part I Plan Sheets Dimensions Baseline (alignment) North Arrow North arrow Scale (numeric or graphical) Project baseline (alignment) Plan view details Dimensions Property impacts Special notes Existing & proposed conditions Plan View Details Scale Special Notes
15 Part I Profile Sheets Begin Const. note Earthwork Vertical curve data Stationing Hydraulic data Begin / End Construction notes Scale (numeric or graphical) Alignment (along stationing) Vertical curves / grades Existing / proposed grades & elevations Hydraulic data (crossline pipes) Earthwork data Elevations
16 Part I Cross-section Sheets Curb Elevation Prop. Elevation Station Gnd.Elevation Paving details Superelevation notes Earthwork Hydraulic data Station Earthwork Elevations (Prop., Gnd., Curb) Hydraulics Paving Details Correlates with plan details
17 Part II Plan Reading Basics Stationing Horizontal Curves Vertical Curves
18 Part II Baseline (alignment) Station Number Tick Mark Stationing A feet 32 feet 50 feet BACK STATIONING 75 feet AHEAD STATIONING Stationing is the process of defining locations along the project by station numbers. Highway construction projects are divided into reference points spaced along the project. These points are called STATIONS and are designated by a number such as 10 ( ) or 11 ( ). Stations are typically defined as points every 100 feet along an alignment Stations are written as the station number + 00 (ie. Station 10 = 10+00) (represents some portion of 100 feet) What is the stationing of Point A on the baseline above?
19 Part II Stationing.continued WEST NORTH SOUTH EAST Stationing is typically shown in a SOUTH to NORTH or WEST to EAST direction, but not always.
20 Part II Stationing STATIONING EXAMPLE 100 feet Radius Return is at station , 44 feet right of the alignment
21 Part II Horizontal Curves R Parts of a Horizontal Curve PI = Point of Intersection PC = Point of Curvature PT = Point of Tangency R = Radius L = Length of Curve (given in curve data) Basic Equation of Horizontal Curves Curve data example PC + L = PT Therefore, given a PC = & L = 218, PC + L = PT =
22 Part II Horizontal Curves
23 Part II VPI Vertical Curves Exist. Ground VPC LENGTH OF CURVE (Lc) VPT Prop. Grade ALIGNMENT STATIONING Basic Equation of Vertical Curves VPC + Lc = VPT VPI + 0.5Lc = VPT or VPI 0.5Lc = VPC
24 Part III Plan Applications Typical Calculations / Quantity Take-off s
25 Part III Typical Calculations / Quantity Take-off s CALCULATE PROJECT LENGTH Given: Begin Construction = STA End Construction = STA Find the total project length in miles. Solution: ( ) / 5280 ft./mile = 3.39 miles End Const. STA Begin Const. STA
26 Part III Typical Calculations / Quantity Take-off s CALCULATE SIDEWALK QUANTITY Concrete Sidewalk Concrete Sidewalk
27 Part III Typical Calculations / Quantity Take-off s CALCULATE SIDEWALK QUANTITY continued Utilizing given typical section and plan view, estimate the quantity of concrete sidewalk (in SY) that would be needed for construction for the given plan sheet. Assume no driveways or catch basins in this area. Given: Concrete width = 5 ft. (from typical) Length from plan (STA to STA ) = 500 feet Solution: 500 ft. x 5 ft. = 2500 square feet x 2 sides = 5000 square feet to convert to square yards, use the conversion factor or 9 SF per SY, therefore, 5000 SF / 9 SF/SY = SY 556 SY
28 Questions???
29 Thank you for your attendance! Please do not hesitate to contact me with any questions.
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