HomeMy WebLinkAboutDISCOUNT TIRE @ NORTH COLLEGE MARKETPLACE - FDP - FDP130009 - SUBMITTAL DOCUMENTS - ROUND 1 - LANDSCAPE PLAN (3)Project Name:
Project Location:
Date: 18-Mar-13
Spray Irrigated April 6.26 11,901
Bluegrass Sod May 7.85 14,913
June 10.00 19,007
0.07 July 10.89 20,703 2.2
August 9.71 18,451
Sept. 7.43 14,123
October 5.22 9,913
annual sub-total 57.35 /yr 109,011 /yr
0.33 acrefeet
Spray Irrigated April 2.91 0
Native Seed May 3.64 0
June 4.64 0
0.00 July 5.06 0 0.0
August 4.51 0
Sept. 3.45 0
October 2.42 0
annual sub-total 26.63 /yr 0 /yr
0.00 acrefeet
Spray Irrigated April 3.13 0
Shrubs & Perennials May 3.92 0
June 5.00 0
0.00 July 5.45 0 0.0
August 4.85 0
Sept. 3.72 0
October 2.61 0
annual sub-total 28.68 /yr 0 /yr
0.00 acrefeet
Drip Irrigated April 2.26 8,595
Shrubs & Perennials May 2.83 10,770
June 3.61 13,727
0.14 July 3.93 14,952 1.6
August 3.51 13,326
Sept. 2.68 10,200
October 1.88 7,159
annual sub-total 20.71 /yr 78,730 /yr
0.24 acrefeet
Site Totals 0.21 irrigated acres 187,741 gals/yr
13
average
in/sqft/yr
0.58 acrefeet/yr
Using a 3/4" Tap 4
Minimum
Average
Peak Season
Flow (GPM)
Seasonal Water Use and Peak Flow Projections Prepared By HydroSystems-KDI, Inc.
Maximum
Required
Flow (GPM)
Monthly
water use
(gallons)
Description Irrigated
Acres
Projections are based on a six day per week, six hour per day, peak season watering schedule.
Peak season application for Spray Irrigated Bluegrass Sod is 2.46'' per week.
Peak season application for Spray Irrigated Native Seed is 1.14'' per week.
Peak season application for Spray Irrigated Shrubs & Perennials is 1.23'' per week.
Peak season application for Drip Irrigated Shrubs & Perennials is 0.89'' per week.
Discount Tire
Ft. Collins
Month
Application
Rate
(in./month) Date:
80.00 From:
Minimum of:
Hydraulic Grade:
Equipment or
Material
Quantity
(one if not
specified)
Nominal
Size
Equipment or
Pipe Material
Velocity
through
pipes (ft/sec)
Flow Rate
(gpm)
Loss/Gain
(psi)
Corp Stop: 3/4" Typical Corp. Stop 12 1.20
Svc Line (tap
to meter): 20 LF 3/4" K Copper 20.20 /100 FT 8.82 12 4.04
Curb Stop: 3/4" Typical Curb Stop 12 0.60
Water Meter: 3/4" Typical Meter 12 2.20
Svc Line
(meter to
backflow): 10 LF 3/4" K Copper 20.20 /100 FT 8.82 12 2.02
Backflow: 3/4" Febco 825YA 12 12.50
Stop & Waste: 3/4" Typical Stop & Waste Valve 12 0.60
Master Valve: 1 " Rainbird PEB 12 2.90
Flow Sensor: 1 " N/A 12 0.00
Gate Valve: 1 1 1/2" Typical Bronze Gate Valve 12 0.01
Gate Valve: 0 0 " Typical Bronze Gate Valve 12 0.00
Gate Valve: 0 0 " Typical Bronze Gate Valve 12 0.00
Pressure Required at Head: <Rotor or Popup> 30.00
Pop-up
Lateral Allowance: 3.00
Control Valve allowance: 1 " Rainbird PEB 12 2.90
Mainline allowances:
390 LF 1 1/2" CL 200 PVC 0.30 /100 FT 1.65 12 1.17
0 LF 0 " CL 200 PVC /100 FT 12
0 LF 0 " CL 200 PVC /100 FT 12
Mainline Fitting allowance: 10% of Mainline allowances 0.12
Elevation:
Tap Elev. 0 Control Valve Elev. 3 1.30
Factor of Safety: 10% System Losses 6.46
Total System requirements (PSI) 71.01
Available pressure (PSI) 80.00
Difference (PSI) 8.99
Roger Buffington
Meter Dept.
At Zone A8
Friction Loss Through
Pipe per Chart (psi)
Irrigation System Hydraulic Worksheet
Prepared by HydroSystems-KDI, Inc.
18-Mar-13
Static Water Pressure:
Project Name: Discount Tire
Project Location: Ft. Collins