HomeMy WebLinkAboutSDP201600074 Presentation Initial Site Plan 2016-12-06OLD LYNCHBURG ROAD
AADT = 3100 VPD
K FACTOR = 0.104
DIR FACTOR = 0.694 (IT IS ASSUMED THAT THE HEAVIER TRAFFIC WILL BE GOING
SOUTHBOUND TOWARDS THE I-64 ONRAMP ON 5TH STREET IN
THE MORNING AND AWAY IN THE EVENING)
ITE FOR APARTMENTS — 80 UNITS
6.65 TRIPS PER UNIT X 80 = 532 DAILY TRIPS (50% ENTERING/50% EXITING)
A.M. PEAK HOUR 0.51 TRIPS X 80 41 VPH (20%/80%)
P.M. PEAK HOUR = 0.62 TRIPS X 80 = 50 VPH (65%/35%)
LEFT TURNS A.M. — NO WARRANT
OPPOSING VOLUME (Vo)
= 3100
VPD X 0.104 K X
0.694
DIR
= 224 VPH
ADVANCING VOLUME (VA)
= 3100
VPD X 0.104 K X
0.306
DIR
= 99 VPH
LEFT TURNS FOR DEVELOPMENT
— 41 VPH X 0.20
ENTERING X
0.306 DIR = 3 VPH
PERCENT OF LEFT TURNS
(L) —
3/99 — 5%
LEFT TURNS P.M. — NO
WARRANT
OPPOSING VOLUME (Vo)
= 3100
VPD X 0.104 K X
0.306
DIR
= 99 VPH
ADVANCING VOLUME (VA)
= 3100
VPD X 0.104 K X
0.694
DIR
= 224 VPH
LEFT TURNS FOR DEVELOPMENT
= 50 VPH X 0.65
ENTERING X
0.694 DIR = 22 VPH
PERCENT OF LEFT TURNS
(L) —
22/224 = 10%
RIGHT TURNS A.M. — NO
WARRANT
PEAK HOUR VOLUME — 3100 VPD X 0.104 K X 0.694 DIR
—
224 VPH
RIGHT TURNS = 41 VPH
X 0.20
ENTERING X 0.694
DIR =
6 PHV PER HOUR
RIGHT TURNS P.M. — NO WARRANT
PEAK HOUR VOLUME 3100 VPD X 0.104 K X 0.306 DIR = 99 VPH
RIGHT TURNS 50 VPH X 0.65 ENTERING X 0.306 DIR = 10 PHV PER HOUR
EX.
CONC.
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Stanton
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Roanoke
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Harrisonburg
Balzer and Associates, Inc
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX 540-248-3221
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DATE 09-29-2016
SCALE 1"=100'
REVISIONS:
12-06-2016
SHEET NO.
10F 1
JOB NO. 34160034
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Richmond
Harrisonburg
Balzer and Associates, Inc
1561 Commerce Road
Suite 401
Verona, VA 24482
540-248-3220
FAX 540-248-3221
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DATE 09-27-2016
SCALE 1"=100'
REVISIONS:
SHEET NO.
1 OF 1
JOB NO. 34160034