TIA_Addendum_03-05-2012.pdf-rna� k, el, rafficAco i� n cast, r� et
JTE. jake T'raffic Engineering,
Cassandra Rowan, liDA, Director
CALLISON
1420 Fifth Avenue #2400
Seattle, WA 98101-2343
Re: Edmonds Way KeyBank - Edmonds
Traffic lrnpact Analysis Addendum
Dear Ms. Rowan,
2614 39r4 Ave. SW Seattle, WA 9116-2503
Tel. 2 6.,762.197'8 - Cell 206,799,5692
E aail lakeuaffic@amcastxet
March 4, 2012
I am pleased to submit this Traffic Impact Analysis Addendum for, the proposed 2,740 sf
KeyBank with drive up service project located in the southwest corner of the 1.0 011, Ave.
W./Edn,ionds Way (SR -104) intersection in Edmonds, This Addend urn to my E.dgjggds WV
"e datedJuly 22, 2011 is in response to the Hearing Examiner
Decision regarding the project dated February 9, 201.2, The HE Condition #5 is noted below:
5, City staff` stat shall investigate whetiliel. tile [var"s easement discussed in Finding
of I'act Nm 5 has thc capacity and can safely accominiodate traffic gencrated by the
prqject, IfIlell lanes from and into F"drrionds Way are conternplated f6r the vasenacn�
saf'e°t and traffic conflicts, shall be assessed I I or these movements as well if not
alre,advaddre,sseJt,)ytiieAppliciint, Staff" sliall require additiona] traffic arialyrsis and
mitipfion firom the Applicant to the extent reaionably neczs%ar, to address any
poLential deficiencies, (:ity staft'shall providt notice to Mr. lc vire and Mr. Snow
of its final determination on this issuc, as well as any ter parties ref record who
request notice,
The proposed KeyBank redevelopment
includes an interconnecting driveway in
the southeast corner of the site to the
adjacent commercial prope,rties. See site
plan rioted to the right. This access
improves access to all the property
owners. As I Understand the HE question
is what is the operation of the internal
intersection? I further researched tine
internal access per HE request„ the
technical discussion follows:
�,E, �JE Pl,)",
JTE, hilIm.
Cassandra Rowan, 11DA, Director
CALLiSON
March 4, 2012
Page -2-
I conducted additional research of the site using Google and Snohomish Country data. The
Ivar's Restaurant Drive aisle (the easement) drive width is -2CT' that is typical. The inter -site
connection is accessed by 4 properties currently and it would be five with KeyBank. Three of
the properties are restaurants (per Google and site inspection - lvar's, Hlerfy's Burger and
Chopstick's) The 41h property southeast corner lot (#2703360011,39001) is identified by
Snohornish County as rnanufaCtUring. Figure 8 attached shows the properties sharing the
internal connection
Roughly scaling the~ 3 restaurant buildings, I estirnate about 7,5001 sf of restauraint space.
Using ITE LUC 933; fast food no drive thru - a high conservative value (higher than Grocery
Store) I can project 1.96 PM peak hour trips. Add 4 PI' PHT's for thea 4th industrial use in the
4th lot. Thus a projection of 200 PMPHTs is calculated.
Some KeyBank traffic would be added to the internal street: traffic, (essentia I lytraffic frorn the
east and leaving and going to the south). Figure 6 (see attached, values affected are in
frorn Ednionds.Way-.K-.y9anLILaf ff ic I ashows 18 PMPHT's are from the east
-Q �- -m -LAc naly s --
and leave to go south (using the higher more conservative ITE data); add in, a few shared
trips between the uses yields 22. Combiningthe existing and KeyBank traffic yields 222
internal peak hour trips rnade with the 5 sites cornbined. Not all of the 222 cars would
converge on the internal connection (other access options exist). Figure 8 shows the highest
projected traffic volume scenario at the internal intersection,.
I conducted an operational analysis of the internal intersection using the HCS 0700 software
by, McTrans, The results show that the internal intersection would operate at LOS 'A' that is
the best operating level. My analysis assigned stop conitrol to the eastbound and westbound,
traffic; however I do not believe internall stop signs as appropriate in this case. Stop signs
iricrease traffic speeds, of motorists not having to stop, With no control all motorists must
approach the intersecbon with proper caution, Appropriate driver, sight lines at the internal
intersection need to be provided; thus limiting the height of signage, iandscaping and other
features, at the internal intersection to less than 3' is recommended.
In addilJon to reviewing the internal connection, 11 reviewed the current site plan. The current
site plan is refined from the one studied in Edmonds Way
. . .. . ... . ... ............ ... _KgyBaq.-It_affic
jrnpAqAflgfly 5.
Traffic circulation of the new site pian is typical of driver experience; arid as, previously
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I have reviewed the internall connection and the refined site plan. The internal intersection
would operate at LOS 'A' the best operating condition. The height of signage, landscaping at
JTE, Inc%
Cassandra Rowain, HDA, Director
CALLISON
March 4, 2012
Page -3-
the intersection (in the sight, triangle) shM I be limited to less than 3' in height. The refined
site plan was reviewed and determined to be consistent with driver expectation and as
previously studied,
Please contact me at 206.799.5692 or email me at if you have any
questions.
MI
EE Pi:rq�,7�4731 I
Very truly yours,
Mrk J. Jacobs, PE, PTOE
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