20070404 Traffic Scoping Info Wrksht 01312008City
Traffic Scoping Information Worksheet
Project Information
Project Title: Creek Road Mixed Use
Project Description: 163 Apartments, 45,540 - 50,000 sf retail on Creek Road /SR -507
Parcel Nos. 64303400400, -501
Trip Generation
Land Use
Code & Description
Quantity
Units
Daily Trip
Generation
Rate
Basic Rate
Pm Peak
Tri s/l
New Trips
%
New Trip
Rate
Multi Family (Apts)
163
dwelling
6.72
0.60
100
0.60
Retell Shopping Ctr
50
lost
42.94
7.28
55
4.00
Total PM Peak Hour Trips: 462
New PM Peak Hour Trips: 298
Total Daily Trips: 3242
Year of Occupancy (Horizon Year of Project): 2009
Phasing Plan: none
Identify all intersections that are affected by 10 or more new PM Peak Hour'1'rips:
Use additional sheets if necessary.
1. see next sheet 7.
2. 8.
Project Developer:
Sound Engineering Inc
—I Commerce Street, Suite 300
Tacoma WA 98402
253 573 0040 - phone
253 573 0142 - fax
Traffic Consultant
Greg Heath
Heath & Associates, Inc.
2214 Tacoma Road
Puyallup, WA 98371
253 770 1401 -phone
253 770 1473 - fax
Site Plan: Include site plan showing all existing roadways and driveways on both sides of
roadway.
I IA Guidelines January, 2007
ANALYSIS PROPOSED SCOPE
GENERAL
Project name: Creek Road Mixed Use
Parcel N: 64303400400,64303400501
Location: Northeast side of Creek Read & SR -507 (see map)
Land use: 163 Apartments, 45,540 sf retail
Project Access: 2 accesses on Creek Road, existing access to SR -507
Horizon Year: Build out (2009)
IN7ERSECTfONS WITH 10 PROJECT TRIPS
Yelm Ave /Creek St
Bald Hill Rd/Morris Rd
Yelm Ave /Grove Rd
Creek St/103rd Ave
Grove Rd /103rd Ave
Grove Rd /100th Ave
Yclm Ave /Plaza Dr
Yelm Ave /Vancil Rd
Yelm Ave /103rd Ave
Yelm Ave/Clark Rd
Yelm Ave/4th St
Yelm Ave/3rd St
Yelm Ave/2nd St
Yelm Ave /Ist St
Yclm Ave/Railroad St
Yelm Ave/Edwards St
Yelm Ave/Solberg St
Yelm Ave /Longmire St
Yelm Ave/Ccllens Rd
Yelm Ave/Killion Rd
I st St/Mosman (E leg)
1stSt /Mosman(W leg)
IstSbMill Rd
1st SVCarter St
w = F owl m
s
f
s
al
�rru I Cf "�v
IL,
�
n
Wz L
kL4. �r A, -�. .E.., 0 as
00 �
it
DDI
hT u
T X11,
��LL.
LJ
CREEK ROAD MIXED USE
a
c
�o
�o
HEATH & ASSOCIATES, INC PRI MARY TMi DOIKin UTON
'f re nsporta tio� and Civil Engineering
FiGUftF 4
1\
`i
TABLE2
Trip Generation Volumes —Total Volumes
Creek Road Mixed Use
Primary
Pass -By
Totals
163 Apartments Inbound
64
0
64
163 units x 0.60 Outbound
34
0
34
Total
98
0
98
Retail Inbound
96
79
175
50 ksf x 7.28 Outbound
104
85
189
45% Pass -By Total
200
164
364
Full Site Totals
Primary
Pass-By
Total
In
Out
160
138
79
85
239
223
Total
298
164
462
Summary of Trip Generation Caloalation
For 163 Dwelling Units of Apartments
October 01, 2007
Avg. Weekday 2 -Way Volume
7 -9 AM Peak Hour Enter
7 -9 AM Peak Hour Exit
7 -9 AM Peak Hour Total
4 -6 PM Peak Hour Enter
4 -6 PM Peak Hour Exit
4 -6 PM Peak Hour Total
AM Pk Hr, Generator, Enter
AM Pk Hr, Generator, Exit
AM Pk Hr, Generator, Total
PM Pk Hr, Generator, Enter
PM Pk Hr, Generator, Exit
PM Pk Hr, Generator, Total
Saturday 2 -Way Volume
Saturday Peak Hour Enter
Saturday Peak Hour Exit
Saturday Peak Hour Total
Sunday 2 -Way Volume
Sunday Peak Hour Cnter
Sa:day Peak Hour Exit
Sunday Peak Hour Total
Average Standard Adjustment Driveway
Rate Deviation Factor Volume
6.72
3.02
1.00
1095
0.0
0.00
1.00
16
0.41
0.00
1.00
67
0.51
0.73
1.00
83
0. '_6
0.00
1.00
26
0.39
0.00
1.00
64
0.55
0.76
1.00
90
0.41
0.07
1.00
67
0.26
0.00
1.00
42
0.67
0.05
1.00
109
6.39
2.99
1..00
1042
0.00
0.00
1.00
0
0.00
0.00
1,.00
0
0.52
0.14
1.00
85
5.86
2.73
1.00
955
0.00
0.00
1..00
0
0.00
0.00
1.00
0
0.51
0.75
1.00
83
Note: A zero indicates no data available.
Socrce: Institute of Transportation Engineers
Trip Generation, 7th Edition, 2003.
TRIP GCNEHATION BY MICROTEANS
65% INS 350 ✓7 -
Summary of Trip Generation Calculation
For 50 T.G.L.A. of Shopping Center
October U2, 2007
Avg. Weekday 2 -Way Vd_ume
7 -9 AM Peak Hoar Enter
7 -9 AM Peak Hour Exit
7 -9 AM Peak Hour Total
4 -6 PM Peak Hour Enter
4 -6 PM Peak Hour Exit
4 -6 PM Peak Hour Total
AM Pk Hr, Generator, Enter
AM Pk fir, Generator, Exit
AM Pk Hr, Generator, Total
PM Pk Hr, Generator, Enter
PM Pk Hr, Generator, Exit
PM Pk Hr, Generator, Total
Saturday 2 -Way Volume
Saturday Peak Hour Enter
Saturday Peak Hour Exit
Saturday Peak Hour Total
Sunday 2 -Way Volume
Sur:day Peak Hour Enter
Sunday Peak Hour Exit
Sunday Peak Hour 'Po-al
Average Standard Adjustment Driveway
Rate Deviation Factor volume
42.94
21.38
1.00
2147
0.63
0.00
1.00
32
0.40
0.00
1.00
20
1.03
1.40
1.00
52
0.00
0.00
1.00
0
0.00
0.00
1.00
0
0.00
0.00
1.00
0
0.00
0.00
1.00
0
0.00
0.0C
1.00
0
0.00
0.
0C
1.00
0
49.97
22.62
1.00
2499
2.50
0.00
1.00
129
2.39
0.00
1.00
120
4.97
3.11
1.00
249
25.24
1 -1.23
1.00
1262
1.53
0.00
1.00
77
1.59
0.00
1.00
80
3.12
2.78
1.00
.b6
Note: A zero indicates no data available.
Source: Institute of Transportation Engineers
Trio Generation, 7t1t Edition, 2003.
TRIP GENERATION BY MICROTRANS
Y8 % INS 52 Z a.r