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Campus Courtyard
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Ryan Loftus
Joel Gray
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Joel Gray; Keith Davidson
Campus Courtyard
Gentlemen,
Please find the attached documents. The site plan drawings have been
revised per comment from the City of Rexburg Staff.
- Ryan Loftus, PE
Aspen
Engineering, Inc.
10727 N. Yellowstone Hwy. Idaho Falls, Idaho 83401
Tel. 208-542-1911 Fax. 208-542-1922
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Campus Courtyard SHT1.pdfC:\Documents and Settings\Aspen\Desktop\PROJECT FILES\2012.002 - Jared Sommer - 5th West Apartments - Site Plan\Campus Courtyar
.pdf
Campus~1.pdf
Campus Courtyard SHT1.pdf
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Campus Courtyard SHT2.pdfC:\Documents and Settings\Aspen\Desktop\PROJECT FILES\2012.002 - Jared Sommer - 5th West Apartments - Site Plan\Campus Courtyar
.pdf
Campus~1.pdf
Campus Courtyard SHT2.pdf
application/pdf
Campus Courtyard SHT3.pdfC:\Documents and Settings\Aspen\Desktop\PROJECT FILES\2012.002 - Jared Sommer - 5th West Apartments - Site Plan\Campus Courtyar
.pdf
Campus~1.pdf
Campus Courtyard SHT3.pdf
application/pdf
Campus Courtyard SHT4.pdfC:\Documents and Settings\Aspen\Desktop\PROJECT FILES\2012.002 - Jared Sommer - 5th West Apartments - Site Plan\Campus Courtyar
.pdf
Campus~1.pdf
Campus Courtyard SHT4.pdf
application/pdf
2012.002 Campus Courtyard Storm Calcs.pdf
PROJECT NAME: PROJECT #: CLIENT: DATE: ASPEN ENGINEERING. INC. 10727 N YELLOWSTONE HWY. IDAHO FALLS, IDAHO 83401 208-542-1911 Campus Courtyard - Full Buildout - 6 buildings 2012.002
Jared Sommer 4/23/2012 Input Result STORMWATER CALCULATIONS -100 year storm PRE DEVELOP SITE AREA = C VALUE = COMPOSITE C Tc = (minutes) i(10)*= i(100)*= Qp10 = C*i10*A Qp100 = Ci*100*A
POST DEVELOP C CHANGES COMPOSITE C 171246 Square Feet 7623 Sq. Ft. - Hard Surface 8486 Building 10920 Landscaping 144217 Unimproved 44.35 tc=c(Lnsl\-.5)1\0.467 2.18 in/hour 3.51 in/hour
2.99 CFS 4.82 CFS 77720 Sq. Ft. Hard Surface 32460 Building 61066 Landscaping 171246 3.93 Acres C VALUE WEIGHTED C 0.90 6860.7 0.95 8061.7 0.15 1638 0.30 43265.1 0.35 L (length) = 280
feet S (slope) = c = 0.83 feet, 1.44 meters n= 0.02 smooth pavements 0.30 Poor grass/bare sod 0.40 Average grass 0.80 Dense grass C VALUE WEIGHTED C 0.90 69948 0.95 30837 0.15 9159.9
0.64 o feeUfeet Tc = (minutes) Qp10 = C*i10*A Qp100 = Ci*100*A 3.11 tc=0.0078(L 1\0.77/S0.385) length = 120 feet slope = 5.50 CFS 8.86 CFS (EQUALS PEAK RUNOFF = REQUIRED F.D. CAPACITY)
0.02 feeUfeet FRENCH DRAIN City of Rexburg "Standard Infiltrator French Drain" # of drains 4 each ~~~~ 3 ~ Barrel diam. 4 feet Chamber Volume 183.6 Cubic. Feet Gravel Volume 120.35
Cubic. Feet Btm soil perm. 0.020 ft/min. FRENCH DRAIN STORAGE CAPACITY - SITE TOTAL Total 1366.60 4/drain Storm Tech 740 Chambers Coarse sand and Gravel+ cf WEIGHTED DEPTH OF PRECIPITATION
OVER ENTIRE SITE 0.15 inches (Volume of runoff wlo percolation) In other words, it can rain 0.15 inches and the french drains will hold the entire runoff volume without any percolation
DISSIPATION CAPACITY (soil perm. X btm. area) 12.16 cf/min Greater than Required -OK * From IDF Curve generated from NOAA Atlas 2 data and NOAA Spreadsheet + Table 4.1 "Typical Values
of Permeability Coefficients" - Braja M. Das, Principles of Geotechnical EnQineerinQ, 2nd Ed. UNWEIGHTED DEPTH OF PRECIP OVER ENTIRE SITE 0.10 inches Intensity-Duration-Frequency -
Rexburg, Idaho Intensity (inches per hour) 2510 25 50 100 '==================================================================== 5 1.31 1.84 2.18 2.66 3.06 3.51 1.02 1.43 1.69 2.06 2.38
2.72 0.86 1.21 1.43 1.74 2.01 2.30 0.59 0.84 0.99 1.21 1.39 1.59 0.38 0.53 0.63 0.76 0.88 1.01 0.23 0.31 0.37 0.45 0.52 0.58 0.18 0.23 0.28 0.34 0.39 0.43 0.12 0.15 0.18 0.22 0.25 0.27
0.08 0.10 0.11 0.14 0.16 0.18 0.05 0.06 0.07 0.08 0.10 0.11 •.. .c III Q) .c () c ~ 'iij c Q) c 0.50 0.00 5 10 15 30 1 2 3 6 -~-x--0-12 24 Duration in minutes and hours
.pdf
201200~1.pdf
2012.002 Campus Courtyard Storm Calcs.pdf
application/pdf
Campus Courtyard Photometric lighting plan.pdfP:\2012\Jared Sommer Campus Courtyard\1255E1 Model (1)
.pdf
Campus~1.pdf
Campus Courtyard Photometric lighting plan.pdf
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