Anonymous
timer Asked: Apr 28th, 2020

Question Description

We are required to design the following five things in Auto cad in properer place which is the area in the Pink rectangle which I attached in PDF file.Plus I will email the Auto cad file as well but It cant be uploaded here.

I have an example of the Design that we need to do

1- Building setback is 25 feet for the front (along Fowler Ave) and 15 feet from the side and the back.

2- Landscape Buffer is 8 feet all around

3- Max. FAR = 0.25 (FAR = building footprint / total site area )

4- Parking Required : 3 parking spaces per 1000 SF of building.

5- HC parking requirement: 1 space for every 25 spaces.

You are essentially asked to create a building(shape and size of which is your determination) that meets the FAR and to place it on the correct location (setback). you must create a driveway from the exiting road and into a new parking lot inside the project.

All dimensions of spaces shall be taken from Walgreens plan set.

create layers to describe your work. such as:

Prop-pavement

Bldg-setbacks

Prop. Dimensions



Unformatted Attachment Preview

37. 37. 48 05 35. 35. 27 20 35. 35. 26 07 35. 35. 54 07 35. 35. 27 20 83 35. 76 35. 34. 37 92 34. 34. 86 76 34. 34. 97 85 57 10 35. 35. 90 42 18"Palm 77 35. 87 35. 35. 35. 48 15 35. 93 36. 36. 57 10 18 35. Fl. El. 36. 70 81 36. 42 42.5' Asph alt Pave ment 200.00 3.7' Concrete 35. 35. 71 30 36. 35 36. 38 36 36. 7.2' 36. 35. 00 56 40 36. 43 36. 36. ) 36. 40 63 36. 36. 45 36.12 35.69 42 36. One 36. 00 90 35. 35. 95 35. 45 40 35. 35. alt Asph OHW ment ) Pave 27 36. 48 36. 50 Story onry Mas 19.1' 35. 35. 92 36 ing Build 36. 36. 70 23 35. 36 19.1' 36. 36. 70 25 0 Fl. El. 70 36. ) ment 28 35. Pave 36. 36. 51 01 Asph alt OHW zer 25.3' Free 35. 35. 58 12 36.0 Fl. Fl. El. El. 70 36. 79 36. 35. 36. 35. 17 70 08 36. 37 36. S 00º 16'5" W 233.84' 50 07 5 36.0 35. 39 36. 36. 46 36. 41 36. 38 41 36. 36. 35 45 ment ) Pave 36.30 35. 17 36. 00 90 Asph alt 34. 80 34. N 00º 16'54" E 233.95' 36. 40 36. 10 36. 35. 00 50 50 34. 70 15 36. 35. 35. 71 11 35. 35. 60 10 97 34. 80 34. 80 alt Asph 35. 83 10 35. 35. 34. 44 85 90 34. 65 30 60 35. 35. 40 35. 35. 35. 69 20 3.29 35. 35. 60 10 35. 35. 60 10 35. 35. 60 10 40 35. 40 OHW OHW PP 35.04 34.94 OHW TB Dis M El. k PK 35. #19 Na 42 88 il & 33. 70 Edge of Pavement 35.43 N. Rim 35.21 SanMH N. 14th 24.95 25.09 75 33. Gate 35.63 35.43 20 36. 30 36. 36. 08 36. 20 50 35. c Con ns. Tra 19.2' North Boundary of City of Tampa Limits NW 1/4 SW 1/4 NE 1/4 SE 1/4 24"Oak 6 5 6 Miles 4 3 2 1 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 30 29 28 27 26 25 31 32 33 34 35 36 WM 2' Wide Conc. Curb LP Conc. Apron Point of Beginning SE corner of SW 1/4 of Section 7, T28S, R19E Point of Commencement Coordinate (357098.04,1352651.49) Property Size: 152.5' Х 233.89' = 35668.98 Sq. ft. 34. 40 alt Asph 36. 20 20 36. 10 36. 36.00 35. 70 35.94 & 26.6' 26.7' 26.7' OHW 26.7' 70 80 35. 80 35. Conc. 25 36. 50 34. Carrefour 36.12 36.00 80 33. 33. 80 29.72 19.62 Sanitary Manhole N. Rim El. 35.21 12" VCP N. & S. Inv. El. 28.30 6" VCP E. 81 OHW PP Sheet: of: 14 3 Site Plan Hillsborough County. Florida ) 26.6' 26.7' 03 36. 36. El. El. Fl. Fl. ment Pave 1.96 1.33 TB Dis M k PK 35. #19 Na 81 88 il PROJECT LOCATION: SHEET NAME: 00 35. 33. 80 1.04 1.26 1.91 Gate 70 34. 34. 70 35.81 El. 80 33. 80 60 33. 33. 0.81 OHW 35.56 OHW PROJECT NAME: STREET (60' R/W) 35.36 35.50 35.63 Centerline of 20'± Wide Asphalt Pavement 35.28 70 33. 85 33. 75 33. VJB 4202 E Fowler Ave. Tampa, FL 33620 35.17 35.15 80 33. 80 33. 70 s, & Tran (Grav Utiliti smis el Pave es sion 33. Not Co. ment Loca 80 ) ted) (BuildFlorid a Gas , Tank 33. 80 33. 19.42 29.53 Internatinal Structures 35. 35. 50 50 35. 40 35. VJB 34.81 & Gate TB Dis M k PK 34. #19 Na 93 88 il 30 34. 00 80 33. 34. 35. 10 24"Oak El. 70 35. 2-8"CL 10 1.71 4.53 1.69 34. 00 34. 34. 80 34. 18"Oak 34.57 OHW ) 18"Palm 36.20 50 32. 34. 30 33. 80 The Distance between the North East corner and Tallahassee is about 64.47 miles 34.78 Gate Pave ment 36. 00 50 34. 80 80 33. 33. 0.56 34.63 34. 34. 92 55 90 34. 35. 35. 83 50 35. 25 32. 30 6'± High Chain Link Fence (Typical) PP USF-EGN-1113 Session 01 35. 32. 70 34. 10 34. 24"Oak 6 Miles 34. 34. 50 33.47 PREPARED BY: OHW 07 95 35. 36. 85 35. 35. 93 86 35. 3.6' LP PREPARED FOR: 35. 38 07 35. 35. 51 35. 35. 55 72 35. Pole 16"Oak 56.97 52.51 83 35. 35. 35. 23 03 35. 46 54 35. 35. 55 35. 44 36. 28 36. ment ) Pave 20"Oak COPYRIGHT@ 35. SanMH 50.00 24.05 90 00 36. 35. 07 13 36. 36. 35. 35. 75 28 0.14 4.95 35. 72 80 35. Asph alt R E V I S I O N S 7 SCALE:1"=50'' DESCRIPTION BY 100'' NO. DATE 3 2 1 5 4 6 0'' 50'' THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. 36. 36. 62 19 36. 36. 73 31 36. 36. 80 38 36. 36. 85 43 36. 36. 90 46 36. 36. 93 51 27 36. 36. 20 7.99 35. 35. 88 30 70 N ISSUED FOR: Review 851.79 PRODUCED BY AN AUTODESK STUDENT VERSION 36. 1.9' 55 34. OHW 1.9' 74 34. 43 34. c. Con p Ram LP 75 2.87 41.07 34. 36. 54 OHW 20 Asphalt Pavement - West Bound Traffice Lanes 55 35. 06 35. 50 35. (STATE ROAD NO. 582) OHW 35. 48 LP 80 34. 36. 95 36. 40 34. 21 10 36. 35. 35. 95 PP 45 2.35 35. 36. 35. 00 50 PP 24"Oak 10 4.49 20"Oak 20 52.00 C 36. Gate 05 36. 00 36. 38 35. 369 35. 3 38 51.9' 00 70 36. 16 36. 02 36. 31 35. Conc. Apron Story ing One Build nry 36. 35 36. 32 51.9' 00 12 36. 59 35. 36. 37 Maso 36. 70 36. 20 36. RC 10 36. 48 35. PP 3.72 37 35. 90 34. LP 18"Oak W 36. 6"Oak 00 36. 52 35. 32 36. N. Rim El. 35.27 20 36. 36. 52.0' 85 8"CL 70 97 35. 37 35. 30 37. 37. 50 00 OHW OH 35. 6"Oak 35. 22"Oak 60 35. 05 35. 33. 6"CO 03 Sanitary Manhole N. Rim El. 35.27 12" PVC E. & W. Inv. El. 27.36 36. Grass Median 62 35. 09 35. SP 10 87 36. 37. 30 36. (182' R/W) 1.71 65 35. 15 35. 06 37. 64 36. 37. 37. 55 15 52.0' 0 OHW 90 6'± High Frame Fence (Typical) C 35. 15"ET 60 35. 10 35. 20"CL 16"Oak 40 26"Oak C 35. N 89º 29'25" E 152.47' 90 35. E. FOWLER AVENUE 80 90 SP Story ing One Build nry 36.0 Maso 10 16"Oak PRODUCED BY AN AUTODESK STUDENT VERSION 51.9' 88 35. 51.9' 36. C 00 35. 35. 94 EJB LP 34. 40 27 35. 35. 35. GM N 89º 31'54" W 152.53' OHW 60 OHW OHW 28"Oak 34. 53 36. PP 35 34. 57 36. 57 36. 70 36. Concrete 10 33. 50 VJB 00 36. 53 36. Curb Inlet Top El. 35.85 Throat El. 35.06 34. 20 32. 00 35. RC 90 1.35 1.67 0.19 1.62 60 34. 0.17 0.04 1.12 33. 80 33. 80 05 34. 20 34. Property Line G Story ing One Build nry 36 35. El. Fl. 30 36. Maso 50 G C 35. 16"Palm PP 26"Oak 20 0.56 16"Oak 35. OHW 33. 00 34. 00 34. PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION ...
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