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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 StUdiiecl h("", J,'�f ckJq",(A vk) f ^ght r,„,oul Or �v VV,',Jy (,`JH 11)4 � j,,vvJ i 00” lkvt,�,, Al. andl an nn Cc^^rrwui cunrwtkjn tv lhu the" va',I J ln;> go,",ralkm or', hrjznfz�M th,',)t ,)8 yvc:,yd,Arl 14C f rc'H l`J rX, i t I,,;,�vY I El') du F-Im v;,t!al, Va k cynV"*,'A ci 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 JAKE I'RAFF lC [`INUNEERHN,G, W`. 6),7. 'D "/ , ""' a / 0 1 (111 2 Cf "I"f NI E ■ c � 2 )2 2 \ ± g ■ c .. 7 ° f f ■&m . v .f2 1 umrw � s dc Cc 40ulGm40 1 umrw � s Two -Way Stop Control page I of I ZIEMER" MT - General Information Site Information llntersection lvaeslKeyBan Jurisdiction EdmOnds 'Analysis Year 2016 w1project East/West Street: 2ZBan -1var's ............ .. . ]No South Street� Ivar's Easement Vehicle Volumes and Adjustments IMM i9i US qIM MedianTy e Undivided Westbound East�boiund �Percent Grade (,-/o) ��Sborage- Delay, Queu Length, and Level of Servi ......... .. 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