Site planning Hw Lecture 4 modified PDF

Title Site planning Hw Lecture 4 modified
Author Amed Boureima
Course Structural And Site Plans
Institution LaGuardia Community College
Pages 6
File Size 335.6 KB
File Type PDF
Total Downloads 77
Total Views 192

Summary

lecture 4 notes of the academic year 2020/2021...


Description

MEC 209 Prof. Rafea Al Suhili

Spring 2019 LaGuardia Community College

Hw:Lecture 4

Lecture 4 Hw: Q1) Read “The principles and practices of Grading and drainage”; by Richard K. Untermann pages 2 to 15, Q2) a) Using Archeticture scale find the distance between the river and the building

40f

river Building

Q2) b) Using 1:1/8 scale find the major and axis length, and the aspect ratio which is equal to the ratio between major axis and minor axis.

C

A

B

D Q3) using a scale of -

1'' = 40' −0 ' ' start at the origin point O;

Draw a 70 f. long line at E E 40 o S to point A From point A draw a 60 f. long line at E N 20o W Find angles OAB, and OBA Find length OB

to point B

MEC 209 Prof. Rafea Al Suhili

Spring 2019 LaGuardia Community College

Hw:Lecture 4

Q4) for the parking area shown redraw using a convenient scale and find a- Elevation of each corner b- Show contour lines of 0.5 f interval c- Show water flow direction and end drainage point

A

F

B

E

D

C

Given: -

Elevation of point A=416.8' slope AB=slope FE=slope DC =4 % down slope AF=slope ED=Slope BC =3 % down LFE =80 ft , LDC =40 ft , L BC=110 ft , L ED=60 ft ,

Q5) For the contour map shown; distance between tics is 200m, elevations in meters abcd-

Put a letter HP for the highest point and LP for the lowest point Find the slope of line AD Draw a profile for the shown horizontal line What is there at point F

MEC 209 Prof. Rafea Al Suhili

Spring 2019 LaGuardia Community College

A

B

D

Hw:Lecture 4

C

E

F

Q6) for the profile shown indicate the areas of cut and fill, and find the volume of cut and fill if the width is 50 m Elevation, m 80 70 60

existing grade

50

final grade

40 30 20 10

distance ,m 0

10

40

100

MEC 209 Prof. Rafea Al Suhili

Spring 2019 LaGuardia Community College

Hw:Lecture 4

Q7) state who may write the specifications of a project? When a design company should hire an outside specification writer Q8) why “Knowledge of construction material and their market availability is important to be known by the specification writer Q9) when and where we should use TYPE II cement and why Q10) what is the problem of the following specifications statements; a- “SSPC-SP-6 paint or any equivalent paint” b- “ the contractor should submit foundation reinforcement details to the engineer and acceptance and approval should be submitted to him by the engineer at least 7 days before construction starting schedule of the foundation” c- “ Constructed columns dimensions should be not more or less than designed columns dimensions by more than 0.0001 inch” d- “proper site dewatering should be done by the contractor” Q11) State if these statements are true or not? Why? a- “Descriptive specifications” are related to “Quality Assurance” b- “Performance specifications” are related to “Quality Control” Q12) what headings should the bid table have? Q13) In quantities estimation which of the following rounding numbers is appropriate and which is inappropriate a- Round 7808 to 7800 b- Round 6111 to 7500 Q14) state two reasons for change in quantities estimated during the design phase from those quantities actually constructed Q15) Define “Unbalanced bid”, and state what the contractor may try to do when submitting an unbalanced bid

MEC 209 Prof. Rafea Al Suhili

Spring 2019 LaGuardia Community College

Hw:Lecture 4

Q16) Analyze the bid table shown below and investigate if there is an unbalanced bid. Specify the items and find the difference table for all items for this bid compared to engineer. State which items are for cash flow, which may be under estimated and which are may be overestimated by the engineer from the unbalanced bid contractor point of view.

Engineer estimate #

Item

Unit

Time of Payment

Qty

1

Site cleaning

day

60

2

Mobilization

day

10

3

Fencing

Yard

422

4

Frame work

feet2

12000

5

Concrete

Yard3

650

6

Asphalts

feet2

10000

End of 3rd month End of 4th month End of 5th month End of 6th month End of 7th month End of 8th month TOTAL

Bid1

Bid2

Unite Price USD

total

Unite Price USD

total

Unite Price USD

total

490

29,400

500

30,000

2,000

120,000

750

7,500

800

8,000

2,500

25,000

16

6,752

15

6,330

30

12,660

13

156,000

12

144,000

9

108,000

240

156,000

250

162,500

150

97,500

12

120,000

12.2

122,000

10.7

107,000

475,652

472,830

Ching Hw: Q17) complete the following sentences; abcde-

Ground slopes over 25% are subject to-----------------------------------------------------------Ground slopes over 10% are ----------------------------------------------------------------------Ground slopes between 5% to 10% are----------------------------------------------------------Stepping a structure along a sloped ground requires---------------------------------------Elevating a structure on poles piers minimizes-------------------------------------------------

Q18) what is the slope value that capable to shed rain water quickly for a sloped roof building Q19) For flat roof buildings in cold climate what is the load that the roof may subject to Q20) State the recommended surface drainage slopes for; a- Paved parking areas b- Grass lawns and fields Q21) state the CSI Master Format number for storm drainage utilities

470,610

MEC 209 Prof. Rafea Al Suhili

Spring 2019 LaGuardia Community College

Hw:Lecture 4

Q22) what is the minimum drain surface slope for water away from the building for impervious surfaces Q23) what is the curtain drain

Project readings: -

Google DOB-NYC .gov, department of building Get into the website https//www1.nyc.gov/site/buildings/index.page Click Codes then click Building codes Read for example chapter 10 Means of EGRESS see section 1003.2 ceiling height What is the minimum ceiling height of an egress, The first exception is 1208.2, go back the page and select chapter 12, and look at section 1208.2 for the first exception See chapter 6 Types of constructions Make this a strategy every now and then and read about any item you want to know about it’s requirements Read “wellcometocup.org/file_columns/0000/0530/cup-where is zoningguidebook.pdf...


Similar Free PDFs