Traffic
POBox 3485
Lacey, Washington
98509-3485
677 Woodland Square Lp SE
Lacey, Washington 98503
(360) 493-6002
(360) 493-2476 Facsimile
(360)458-2487 Yelm
[?[~~~ ~~
~
s. Chamberlain & Associates, Inc.
PROJECT MEMORANDUM
DATE
March 1, 1996
TO Mark Butorac
Kittelson & AssOcIates, Inc.
FROM. ~orge Smith, Traffic Analyst
SUBJECT 103rd St. SElYelm Avenue Texaco
SCA Project No. 96034
Mark,
Enclosed IS the mformation requested for the Yelm Texaco project on Yelm
Avenue at 103rd Avenue The following IS a bnef description.
Turning Movement Counts
Turning movement counts were conducted for the followmg mtersectIOns
(includmg the count date)
. Yelm Avenuellst Street
. Yelm Avenuell03rd Ave
. Yelm AvenueNancIl Road - Nisqually Plaza
. FIve Corners
Yelm Avenue/Creek Street - Bald Hill Road
Bald HIll Road/Morris Road
4/25/95
4/26/95
2/27/96
2/27/96
2/27/96
The traffic volumes of the mtersectIOns counted in 1995 have been mcreased
by 4% to reflect 1996 conditIOns. These traffic volumes are illustrated on the
enclosed hand-sketched figure
Trip Distribution
A trip dIstributIOn analYSIS was performed usmg the Yelm area
transportation model. A select zone analYSIS was run for model zone #30
(located near the intersection of 103rd AvenuelYelm Avenue) The model
results are shown on the enclosed TMODEL2 pnntout. The new-.to-network
project traffic dIstributIOn was estimated usmg the traffic model information
as a guIde The adjusted distribution percentages are shown on Figure 1
ENGINEERING
PLANNING
.
SURVEYING
.
~~/\
Memorandum
March 1, 1996
Page 2
We apprecIate the opportumty to assist you with thIS project, and look
forward to working wIth your company agam. If you have any questIOns
concermng the enclosed mformatIOn please call Perry Shea or me at
(360)493-6002 Thank You.
enc: FIgure 1, TMODEL2 Prmtout; TMC Prmtouts, 1996 Traffic Volumes
~Cath1e Carlson, City ofYelm (w/enclosure)
Project File. 95061 (w/enclosure)
GS/jmm
(c: \cones \603430 l.mmo)
..
ENGINEERING
SURVEYING
PLANNING
.
.
PROJECT
SITE
o
~ I 3%
;0
^
;0
o
LEGEND
XX% PERCENT SITE TRAFFIC
7%
103RD ST
16%
o
;0
[T1
[T1
^
(j)
-1
s::
o
;0
;0
(j)
:::0 /2%
o
P.M. PEAK HOUR DIRECTIONAL DISTRIBUTION
~<'o
~
<' ~O
YELM TEXACO STAR-MART
OJ
TMnnFL ™ 2
If\\O
"liD .... N
....IN
\.Ill....
....\N
21
20
21
20
87
A2
~\).
~
12
10
"fllf\
SELECT
ZONE
s
ANALYSIS
YEAR VOL-Ul'-'\ES
ZONE
-
S CH~MBERL~I~ Q ~ssoc. INC. LACE~ ~~
87
42
30
SZ~30 LL)(.
~L710C NDE
LL.16371/679A
VR: 25407/13534
02_27-1996
S. CHAMBERLAIN & ASSOCIATES, INC.
Site Code: 00000000
Start Date: 02/27/96
File I 0 : 507VAN
Page : 1
Vehicle group 1
NISQUALLY PLAZA
Southbound
ISR 507 (YELM AVENUE)
I Westbound
I
IVANCIL ROAD
I Northbound
I
ISR 507 (YELM AVENUE)
I Eastbound
I
Other Right Thru Left lather Right Thru Left lather Right Thru Left lather Right Thru Left I Total
Date 02/27/96 -----------------------------------------------------------------------------------------------------------------------
Peak Hour Analysis By Entire Intersection for the Period: 17:00 to 19:00 on 02/27/96
Peak start 17: 15 I 17: 15 I 17: 15
Volume 0 62 2 183 I 0 81 514 6 I 0 9 2
Percent 0% 25% 1% 74% I 0% 13% 86% 1% I 0% 47% 11%
Pk total 247 I 601 I 19
Highest 18:00 I 1745 I 17:45
Volume 0 12 60 I 0 24 150 0 I 0
Hi total 73 I 174 I 7
PHF .85 I 86 I 68
4
2
I
8 I
42% I
I
I
I
I
I
17:15
o
0%
720
18:00
o
205
88
7
1%
599
83%
3
178
I
114 I
16% I
I
I
24 I
I
I
VANCIL ROAD
S. CHAMBERLAIN & ASSOCIATES, INC.
Site Code : 00000000
Start Date: 02/27/96
File I.D. : 507VAN
Page : 1
Vehicle group 1
-------------------------------------------------------------------------------------------------------------------------------------
NISQUALLY PLAZA ISR 507 (YELM AVENUE) \VANCIL ROAD ISR 507 (YELM AVENUE) I
Southbound I Westbound I Northbound I Eastbound I
\ I I I
Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Other Right Thru Left \ Total
Date 02/27/96 -----------------------------------------------------------------------------------------------------------------------
17:00 0 20 1 42 0 28 141 5 0 1 0 3 0 1 131 30 403
17 15 0 21 1 44 0 16 131 1 0 0 0 3 0 1 120 32 370
17 30 0 20 0 43 0 20 118 3 0 2 0 3 0 2 142 32 385
17:45 0 9 0 36 0 24 150 0 0 4 2 1 0 1 159 26 412
Hr Total 0 70 2 165 0 88 540 9 0 7 2 10 0 5 552 120 1570
18:00 0 12 1 60 0 21 115 2 I 0 3 0 1 0 3 178 24 I 420
18:15 0 17 0 52 0 23 105 1 I 0 0 0 1 0 3 117 25 I 344
18:30 0 16 0 59 0 20 107 2 I 0 0 1 1 0 2 101 17 I 326
18:45 0 9 1 49 0 27 106 2 I 0 2 1 3 0 0 124 16 I 340
Hr Total 0 54 2 220 0 91 433 71 0 5 2 6 0 8 520 82 I 1430
*TOTAL*
o
124
4 385 I
o
179 973
16 I
o
12
4
16 I
o
13 1072 202 I
3000
Peak Hour Analysis By Entire Intersection for the Period: 17 00 to 19:00 on 02/27/96
Peak start 17:15 I 17:15 I 17: 15 I 17:15 I
Voll.ll1e 0 62 2 183 I 0 81 514 6 I 0 9 2 8 I 0 7 599 114 I
Percent 0% 25% 1% 74% I 0% 13% 86% 1% I 0% 47% 11% 42% I 0% 1% 83% 16% I
Pk total 247 I 601 I 19 I 720 I
Highest 18:00 I 17 45 I 17:45 I 18:00 I
Voll.ll1e 0 12 60 I 0 24 150 0 I 0 4 2 I 0 3 178 24 I
Hi total 73 I 174 I 7 I 205 I
PHF .85 I .86 I .68 I .88 I
S. CHAMBERLAIN & ASSOCIATES, INC.
Vehicle group 1
Site Code : 00000001
Start Date: 02/27/96
File I D : SCORNER
Page : 1
-------------------------------------------------------------------------------------------------------------------------------------
ISR 507 (YELM AVENUE)
I Eastbound
I
Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Total
Date 02/27/96 ----------------------------------------------------------------------------------------_______________________________
Peak Hour Analysis By Entire Intersection for the Period: 17:00 to 19 00 on 02/27/96
Peak start 17:30 I 17:30 I 17:30
Volume 0 4 1 9 I 0 4 454 43 I 0 27
Percent 0% 29% 7% 64% I 0% 1% 91% 9% I 0% 12%
Pk total 14 I 501 I 216
Highest 17:45 I 17:45 I 18 15
Volume 0 3 3 I 0 128 9 I 0
Hi total 7 I 138 I 58
PHF .50 I .91 I .93
CREEK STREET
Southbound
ISR 507 (YELM AVENUE)
I Westbound
I
IBALD HILLS ROAD
I Northbound
I
3
1%
I
186 I
86% I
I
I
52 I
I
I
5
BALD HILLS ROAD
17:30
o
0%
857
18 00
o
244
.88
390
46%
463
54%
I
4 I
0% I
I
I
I
I
I
115
128
S. CHAMBERLAIN & ASSOCIATES, INC
Site Code : 00000001
Start Date: 02/27/96
File 1.0. : SCORNER
Page : 1
Vehicle group 1
-------------------------------------------------------------------------------------------------------------------------------------
CREEK STREET ISR 507 (YELM AVENUE) IBALD HILLS ROAD ISR 507 (YELM AVENUE) 1
Southbound IYestbound I Northbound I Eastbound I
I I I I
Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Other Right Thru Left I Total
Date 02/27/96 -----------------------------------------------------------------------------------------______________________________
17:00 0 3 2 4 I 0 3 117 71 0 6 2 39 0 65 109 0 357
17: 15 0 0 2 0 I 0 3 108 8 I 0 6 5 64 0 75 92 1 364
17:30 0 0 0 0 I 0 1 117 9 I 0 6 1 48 0 89 94 0 365
17:45 0 3 1 3 1 0 1 128 9 I 0 5 1 41 0 77 121 1 391
Hr Total 0 6 5 71 0 8 470 33 I 0 23 9 192 0 306 416 2 1477
18:00 0 0 0 1 0 0 109 14 0 11 0 45 0 115 128 1 424
18: 15 0 1 0 5 0 2 100 11 0 5 1 52 0 109 120 2 408
18:30 0 1 1 3 0 2 88 8 0 3 3 45 0 92 66 1 313
18:45 0 1 2 3 0 7 108 9 0 3 3 41 0 108 96 0 381
Hr Total 0 3 3 12 0 11 405 42 0 22 7 183 0 424 410 4 1526
------------------------------------------------------------------------------------------------------------------------------------
*TOTAL*
o
9
8
19 I
o
19 875
751
o
45
16 375 I
o
730
826
6 I
3003
Vehicle group 1
Site Code : 00000000
Start Date: 04/25/95
File 1.0. : 507510
Page : 1
-------------------------------------------------------------------------------------------------------------------------------------
IYelm Ave
I Eastbound
I
Other Right Thru Left I Other Right Thru Left I Other Right Thru Left lather Right Thru Left I Total
Date 04/25/95 -----------------------------------------------------------------------------------------------------------------------
Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18 00 on 04/25/95
Peak start 16:30 I 16.30 I 16:30
Vol~ 0 93 62 58 I 0 33 407 160 I 0 193 83
Percent OX 44X 29X 27% I OX 6% 68% 27% I OX 47% 20X
Pk total 213 I 600 I 412
Hi ghest 17:00 I 17: 15 I 17: 15
Vol~ 0 29 21 13 I 0 6 109 42 I 0
Hi total 63 I 157 I 125
PHF .85 I .96 I .82
1st St
Southbound
IYelm Ave
l\Jestboln::!
I
pst St
I Northb<x.nd
I
55
1st st
15
I
136 I
33X I
I
I
55 I
I
I
16:30
o
OX
721
17:15
o
194
.93
71
10X
I
134 I
19X I
I
I
41 I
I
I
516
72X
20
133
Site Code 11111111
Start Date: 04/26/95
File 1.0. 103507
Page 1
Vehicle group 1
IYelm Avenue
I Westbound
I
Other Right Left I Other Right Thru I Other Thru Left I Total
late 04/26/95 -----------------------------------------------------------------------------------------------------------------------
'eak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 04/26/95
)eak start 16: 15 I 16: 15 I 16: 15 I
loll.lTle 0 60 10 I 0 8 648 I 0 719 76 I
)ercent OX 86X 14X I OX 1X 99X I OX 90X 10X I
'Ie total 70 I 656 I 795 I
lighest 16 30 I 16:45 I 17:00 I
loll.lTle 0 16 4 I 0 2 179 I 0 198 18 I
Ii total 20 I 181 I 216 I
)HF 88 I .91 I .92 I
103rd Street
Southbound
IYelm Avenue
I Eastbound
I
.s. Chamberlain & Associates, Inc.
Turning Movement Count Reduction Sheet
Location
Bald Hills RoadIMorris Road
Date
2/27/96
4 . 6'00 P M.
Day Tuesday
Prepared By
Weather
Patchy Clouds. Cold
George/Lesley
Time Period
APPROACH Bald Hills Road None Bald Hills Road Morns Road
NAME
TIME START NORTH EAST SOUTH WEST INTERVAL TOTALS
TURN
MOVEMENT RIGHT THRU LEFT RIGHT THRU LEFI' RIGHT THRU LEFI' RIGHT THRU LEFT 15 MIN ONE HOUR
4:00 PM 22 1 1 19 43
4:15 PM 28 3 0 21 52
4:30 PM 26 0 2 11 39
4:45 PM 22 1 1 9 33 167
5:00 PM 33 1 2 20 56 180
5:15 PM 40 4 5 18 67 195
5:30 PM 37 3 4 13 57 213
5:45 PM 32 1 3 15 51 231
COUNT
TOTALS 240 0 0 0 0 0 0 0 14 18 0 126 398
PEAK HOUR
TOTALS 121 0 0 0 0 0 0 0 6 10 0 58
Peak Hour Start
5 00 PM
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City of Yelm
YELM
WASHINGTON
105 Yelm Avenue: West
PO Box 479
Yelm, Washington 98597
(360) 458-3244
FACSIMILE TRANSMITTAL FORM
TO:
f( tlle-~ at- /1550 C-
INDIVIDUAL .:::r dJ1Ilr? t.n/7tt/
NUMBER (/o~) 2-73-- 8/&1
COMPANY
FROM:
COMPANY
(!o.Jl1l~ W 1Y:ri
INDIVIDUAL
FAX NUMBER (360) 458-4348
NUMBER OF PAGES TO FOLLOW /
DATE 2 -2. q - '1 (p TIME SENT 9: 3 5"
SUBJECT :'ttl~frnJ7oy..." rf- t I, e::,{d. P<< O/W 2-- 2-7 k
~, ref 1Yle.., l0olA.) 1 lltiL I/W). a.ddrhd~ (lJ?
ADDITIONAL COMMENTS
********IF YOU DO NOT RECEIVE ALL COPIES OR ANY COpy IS NOT LEGIBl
PLEASE CALL (360) 458-3244 AS SOON AS POSSIBLE.
.@
Recycled paper
ApPROVED DEVELOPMENTS PROJECTS
Yelm Mini Storage - Grove St./Hwy 507
63,000 sq ft mini storage complex
estimated occupancy - summer '96
Yelm Creek Apartments - Creek St./103rd Ave
Phase II - 32 apartments
no estimated completion date
Prairie Lumber - Grove St./Hwy 507
8,200 sq ft building supply store
occupancy - Jan '96
Mt. View Lumber - east side of Creek Street
8,500 sq ft building supply store
occupancy - summer '96
Arnold's Mini Mall - 715 Yelm Ave E
10,000 sq ft retail specialty complex
no estimated completion date
Prairie Plaza - Yelm Ave E /Creek St.
76,000 sq ft mixed retail (4,000 sq ft fast food and six 12,000 sq ft building
pads)
completion date unknown
TRANSPORTATION IMPROVEMENT PROJECTS
Creek Street Upgrade to Commercial Collector (84' right-of way)
in the planning stage, estimated completion - late fall '96
Traffic Signal at 5-Corners Intersection
in the planning stage, estimated completion date - spring '97
--~-_.- ~ ~
II ~ - L.., I - 1-1 h i 1 4 :11 I I t M r t. I llVl t 1 1 1 1:. L I [ 1 III I ~~L I I [ 1 r
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! 'I ',I 1 i 1'1114 '"",4 ,4 I'
t 11111 II11 ~
--"",.- ,
'. '. . '. . . " FAXTRANSIVIITTAl', __~____~______________~-~--~---
DATE.
Feh 27,1996
PROJECT#' 2002
Kittelson & Associates, Inc.
Transportation PlannlnglTra1flc Engineering
610 S.W Alder, Suite 700 . Portland, OR 97205
Telephone. (503) '::2a-5~Jo
FAX (503) 273-8169
E-mail: kalpdx@agora.rdrop.com
PROJECT
NAME
IOJrd Ave. SE/Yclm Ave. Texnco/QSR-
Yelm, W A
THIS IS PAGE 1 OF A 2 PAGE
TRANSMISSION
PLEASE DELIVER AT ONCE TO':
NAME.
Cathie Carlson
OF City or Yclm
105 Yelm Ave \Ve,-;t, P U Box 479
Ycll11, \Vashtngtul1 985()7
Perry Shea
(360) 4()3.2476
FAX.
(360) 458-434H
IN CASE OF INCOMPLETE TRANSMISSION PLEASE CALL OUR CONFIRMATION NUMBER (503) 228-5230
ISUBJECT: '
Proposed Tcxacu-QSR in Yc1m, Washll1bTtOn
COMMENTS:
Kittdson & Associates, Inc requests a TMODEL:2 run oCthe SIte VICinity (shown on !1l;lXl pagel for tht: purpose
of gunt:raling tnp dlstnbution estimates, An} cost for thIS SerVIce should be hilkd to
Amy Bat]~y
Architekton
12951 Be]-Red Road, Sle 110
13ellcvui:, Wi\. 98005
A]so, any mtlnmation vou could provide regardm~ transportatIon faclllty improvements or hldldlng devclopmenh'
pLumed III the SIte VIcinity would be of great help fhe followmg details of .my planned transpnrt~tlon
llnprovcments or developments IS desired
The tVpt: oftmnsportatlOn Improvement or budding development
2 The lucal ion of lh~ transponation improvement or developmenl
'\ The scheduled date of comple1/fm oethe transportatIOn improvement or Jevt;lopment
{'hanks
\:"I?I'IC 'J
.t...., -'".
/ I I
(t Ct/cc/
, .
from: James Colyar
NOTle,": Thio communlcatiol'l may be privllog",d wI' o..;unl..ill t<...li"'lll I.iUllfllltlll(;t). It I:; a privata mes~agfl to till" persoll Ilame!j aOOVf>.
00 NOT PERMIT ACCESS BY ANY OTHER PERSON. If the Intended rer.ipient Is not '::IJrrantly or e)(pected 8t tM location whflre
this message \Va!; rec..ivad, pleas0 telephona us immecliately at tile confirmation number above, and mail all pageF 01 this
transmission to us at Il1a addre~s above,
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Post-It'. brand fax transmittal memo 7671 # of pages ~ :)
To U From /; n
Co. Co.
TRAFFIC
Fax # gz.
Phone # -1")13 ,-
F~#
e
Dept.
PROJECT INFORMATION
Project Name:
Texaco Star Mart
Date: February 20, 1996
Applicant:
Texaco
Project
Representative:
Arnie Bailey - Architekton
Marc Butorac - Kittleson & Associates
Proposed Use.
Gas Station/Fast Food
Location:
Corner of Yelm Avenue East and 103rd SE
Study Intersections
1 SR-507/Five-Corners
2 Yelm Ave/103rd
3 SR-507/SR-510
4 Yelm Ave/Vancil Road
This analysis must follow City of Yelm Guidelines for a Traffic Impact Analysis