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Home My WebLink AboutStudies APPLICANT 6/10/2011 'I~ il) I,R lJ ~ 'I? 10 ~ ~ ~ I) ~ I ~ I) ~ I~ II) IJ ~J I] IJ I GRQUP -.--.:.....-,_ J_ t:.--~-l" GROUP MACKENZIE Since 1960 CELEBRATING i:'([",?YEARS ~'\', J1 ~\~ RiverEosl Center I POBox 14310 I Portland. OR 97293 1515 SE WOier Ave. Suite 100 I Portland. OR 97214 T 503.224.9560 I F 503.228.1285 I WIN'W.grpmacK.com ,'. TRANSP.ORT A TION IMPACT ANALYSIS FRED MEYER FUEL FACILITY Springfield. Oregon . . 'i2.;ICl_'!>> S\ Dl:.-e.t.o\ \ Prepared For , Fred Meyer Completed On May 13.2010 Submittal To City af Springfieid Project Number 2100036.00 PRE-SUBMIITAl REC'O JUN 1 I) 2011 -::---. _..;-~ I I I I , I I I I I I I. I I I I I I I I I I I I , I I I GROIIP MACKENZIE' C!!LE9R.t.T1NGSOYEARS TABLE OF CONTENTS PAGE I. Introduction .................................. ............ .........................................2 II. Existing Conditions ............................................................................. 3 III. Background Conditions ...................................................................... 5 IV. Site Traffic ........................................................................... ..... ..........6 V. Intersection and Roadway Analysis ....................................................9 VI. Conclusion and Recommendations.................................................. 11 VII. Appendix ............................................................................. .......'..... 12 LIST OF TABLES Table 1 - Roadway Characteristics ..............................................................3 Table 2 - Crash Summary............................................................................ 4 Table 3 - Trip Generation Characteristics .................................................... 7 Table 4 - Intersection Operation .................................................................9 Table 5 - 50th Percentile Queuing Analysis (Feet) ......................................10 Table 6 - 95th Percentile Queuing Analysis (Feet) ...................................:.. 10 LIST OF FIGURES 1 . Vicinity Map 2. Site Plan 3. Existing Lane Configuration and Traffic Control 4. 2010 Existing Traffic Volumes 5. Background Growth Volumes - 1 Year at 2.0% 6. 2011 Pre-Development Traffic Volumes 7. Pass-By/Diverted Trip Distribution and Traffic Assignment 8. Primary Site Trip Distribution and Traffic Assignment 9. 2011 Post-DevelopmentTraffic Volumes PRE-SUBMITTAL REC'O JUN 1 0 2011 H:\PROJEC1S\:!Ia:J:ntJ:fJ\WP\ l005l3-nA.doc I I I I I I I I , I I I I I I I I I I I G R Q-1LL- MACKENZIF' C&LEIlA...T1NoG50YE....RS I. INTRODUCTION The existing Fred Meyer retail store is located at 650 Q Street, Springfield, Oregon. The proposed fuel facility is located in the southwest corner of the existing Fred Meyer parking lot adjacent to 5th Street and has 10 fueling positions and an attendant kiosk. Figure I is a vicinity map presenting the development location. The property is zoned Community Commercial (CC) and the fuel facility is an allowed use. The development will occur in one phase with anticipated completion in 2011. Future fuel facility traffic is anticipated to use three of the existing Fred Meyer accesses to the public road system. Two of the accesses are on st. Street and one on Q Street. No new accesses are proposed. Figure 2 presents the proposed site plan. This analysis conforms to City of Springfield requirements for traffic analysis (S.O.P.P. #T -6.1), including local intersection capacity analysis, and crash history. City of Springfield staff defined the study scope in a letter dated February II, 20 I 0 and a copy is included in the appendix. Study area intersections include: . Q Street/st. Street Q Street/Fred Meyer Driveway st. Street/Fred Meyer South Driveway st. Street/Fred Meyer North Driveway Figure 3 presents existing intersection Lane Configuration and Traffic Control. AM and PM Weekday Peak Hour analyses have been prepared for the following development scenarios: 2010 Existing 2011 Pre-Development 2011 Post-Development PRE.SUBMITTAL REC'O JUN 1 0 2011 H:\PROJEC1S\21 rJ:JJ3iW\ Wp\ l00513-lIA.doc 2 I I 'I I ,I 'I I I , I I I , I ~: , I I I , I I I I GRWP MACKEN7IF' CELESRATII'IGSO'fE"ItS II. EXISTING CONDITIONS EXISTING SITE DEVELOPMENT The site currently consists of the Fred Meyer store. The proposed fuel facility will occupy a portion of the Fred Meyer parking lot currently striped for parking. TRANSPORTATION FACILITIES The following table presents the study area roadway classifications, as identified in the Eugene-Springfield Transportation Systems Plan (Transplan), Roadway Functional Classification Map, and transportation facility characteristics. TABLE 1 - ROADWAY CHARACTERISTICS Functional Posted Speed Bike On-Street Roadwav Classification Lanes Imoh\ Lanes Parkina Sidewalks QStreet MaiOr Collector 3 45 Yes No Yes 5" Street Minor Arterial 2 35 Yes No Yes All driveway intersections are stop-controlled for the minor approach while the Q Street/5th Street intersection is signalized. Pedestrian Facilities Continuous sidewalks are in place along the entire frontage of the existing Fred Meyer store. Bicycle Facilities Bicycle lanes are provided along Q and 5th Streets. No bicycle-related improvements are proposed with the fuel facility. Bicycle parking will be available to fuel facility employees at the main Fred Meyer store. Transit Facilities Lane Transit ~istrict (L TO) Route # 12 provides public transportation service in the fuel facility vicinity. The nearest transit stop is located adjacent to the proposed fuel facility, on 5th Street. Route maps and schedules are included in the appendix. L TO is also currently constructing the Gateway EmX extension which will run down the center of Pioneer Parkway one block to the west. There is an L TO Park-n-Ride facility currently using a portion of the proposed fuel facility area. L TO and Fred Meyer staffs are aware of this issue and the Park-n-Ride facility will be relocated to a different location on the Fred Meyer property. TRAFFIC COUNTS Existing traffic turning movement counts were obtained Thursday, March 18, 2010 during the AM and PM peak hours and the data is included in the appendix. Figure 4 presents existing turning movement volumes. PRE-SUBMITTAL REC'O JUN 1 0 2011 H:\PROJECTS\21~Wp\10l513-TIA.doc 3 ,. .... , . I I I I I I I I I I I I I I I I , I I I I G R ME' MACKENZIE' C~LEB R,ArtNG SOYE"R5 CRASH ANALYSIS When evaluating intersection safety, consideration is not only given to the total number and types of crashes occurring, but also the number of vehicles entering the intersection. This leads to the concept known as "crash rate," usually expressed in terms of the number of crashes occurring per one million vehicles entering the intersection (crashes/mev). Intersections having a crash rate of less than 1.0 crashes/mev are considered relatively safe and for rates higher than 1.0 crashes/mev, consideration may be given to addressing safety issues. Intersection crash data was obtained from Oregon Crash Analysis and Reporting Unit (CARU) for January 2004 through December 200S.Crash rates were calculated in accordance with standard guidelines. Average annual daily traffic (AADT) was estimated by multiplying the intersection PM peak hour volumes by 10. Annual intersection entering traffic was estimated by multiplying the AADT entering the intersection by 365. Intersection crash data is presented in the following table for the five-year period. TABLE 2 - CRASH SUMMARY Intersection 2006 2007 2008 Total Rate Q StreeV5th Street 0 3 8 11 0.61 Q StreeVFred Meyer Driveway 3 2 2 7 0.68 5th StreeVFred Meyer South Driveway 3 1 2 6 0.67 5th StreeVFred Meyer North Driveway 0 0 0 0 0.00 All study intersections have a crash rate below 1.0 mev, hence further safety analysis is not warranted. All crash data and calculations are provided in the appendix. PRE-SUBMITTAl REC'D JUN 1 0 2011 .' .----..;.__w'"-.._ _ H:\PROJECTS\21rrms:JJ\WP\ 10J513-TIA.doc 4 , I I I I I I I I I I I , I I I I I I I I GROJJP M" A eKE N Z I F I CELEBR".TING 501'EA1I5 III. BACKGROUND CONDITIONS BACKGROUND GROWTH Background growth is general traffic growth not related to specific projects. Based on discussions with City staff, a 2.0% annual growth rate was assumed and applied to 20 I 0 volumes to determine 20 II volumes. Figure 5 presents AM and PM intersection volumes for one year of background growth. IN-PROCESS TRAFFIC In-process traffic results from approved developments not yet constructed. Depending on development size, there can be significant short-term traffic effects; however, in the long- term, these developments are accounted for as part of overall background growth. City staff has not identified any in-process projects within the study area. PRE-DEVELOPMENT TRAFFIC 2011 Pre-Development traffic is the sum of existing volumes, background growth, and in- process traffic and represents future conditions without the proposed development. Figure 6 presents 20 II Pre-Development traffic volumes. PRE-SUBMITTAL REC'O JUN 1 0 2011 H:\PROJEC1S\21r:n:=\ Wp\ IOOSI3-11Adoc 5 I I I I I I I I I I I I I I I I I I I G R QJJ_~ . tvIACKENZIE' CELeSRATlNG 50.,eARs IV. sITe TRAFFIC TRIP GENERATION The proposed Fred Meyer fuel facility has 10 fueling pOSitIOns. Fuel facility trip generation calculations were prepared using the Institute of Transportation Engineers (IT E) Trip Generation, 8'h Edition, Land Use Code 944 - Gasoline/Service Station and the ITE Trip Generation Handbook, 2'd Edition. The following more specifically describes the types of trips generated. TOTAL TRIPS Total trips are simply the number of vehicle trips to the fuel facility and consist of shared, pass-by, diverted link, and primary trips. SHARED TRIPS In a development such as Fred Meyer, many customers take advantage of the multiple services and retailers at the site in a single trip. These are known as shared or internal trips. The ITE' s Trip Generation Handbook estimates the shared trip reduction between retail uses at 20%. Data for all Fred Meyer-branded fuel facilities indicate 89% of all fuel customers use a Fred Meyer Rewards Card for a discount, with 70% of customers receiving a 10- to 15-cent per gallon discount, and 19% receiving a 3-cent per gallon discount. This means 70% of the fuel purchases are made by customers also spending a minimum amount of money inside the Fred Meyer stores. To qualify for the discount, fuel purchases need only occur in the same month as in-store purchases, not necessarily during the same trip as store purchases. But, given that 70% of fuel customers clearly shop at the Fred Meyer store indicates a high shared trip probability. Similarly, the other 30% of fuel purchases may also be a shared trip. Surveys conducted at Fred Meyer stores in 2002, prior to the inception of Rewards Card discounts, indicated a 39% shared trip rate during the PM peak hour, with higher percentages for daily and Saturday time periods. Given the high percentage of fuel facility customers receiving the highest discount for having shopped at Fred Meyer and 39% shared trips from earlier surveys, use of the ITE 20% internal trip estimate likely underestimates the internal trip percentage, but it is applied as a conservative estimate. PASS-BY TRIPS Pass-by trips are those traveling to/from the site already on the adjacent roadways. These trips do not increase total roadway traffic volumes, but do add to site access turning movement volumes. A pass-by trip to other site uses also stopping at the fuel facility is considered a shared trip. ITE indicates an average pass-by percentage of 58% during the weekday AM peak hour and 52% during the weekday PM peak hour PRE-SUBMITTAL REC'O JUN 1 0 2011 H:\PROJEC1S\210C036Cll\ WP\ IOOSI3-TIA.doc 6 I , I I I I I I I I I I I I I I I I I I G R QU_L- , &i!ACKENZIE1 CElS&R...TlNGSO'l'SAItS DIVERTED LINKED TRIPS Diverted linked trips are those already traveling in 'the area, but not on immediately adjacent roadways. For analysis purposes, pass-by and diverted linked trips were considered together, as both will be from vehicles traveling on Q and 51h Streets. ITE indicates an average diverted linked trip percentage of 21 % for the AM peak hour and 34.5% during the weekday PM peak hour. PRIMARY TRIPS Primary trips are those stopping only at the fuel facility and then returning to their point of origin. These are the external trips remaining after accounting for pass-by and diverted linked trips. The following table presents the anticipated AM and PM Peak Hour trip generation. TABLE 3 - TRIP GENERATION CHARACTERISTICS Weekday Weekday Land Use (ITE Code) ADT AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total Gasoline/Service Station (944) 1,686 58 57 115 69 69 138 Shared rrlnSl20o/J 13381 712f liT) (23) (14) 1141 (28) Tolal External Trins 1,348 46 46 92 55 55 110 Pass-BvTriDsI58%AM /52%PMl (701) lif! (27) (54) (29) 1291 1581 Diverted r rins 121 %AM / 34. 5%PMI 12831 1101 1101 1201 1191 (19) (38) PrimarvTrips 364 9 9 18 7 7 14 The proposed fuel facility is expected to generate 18 AM Peak Hour and 14 PM Peak Hour Primary Trips. TRIP DISTRIBUTION Trip distribution is addressed differently for primary trips and pass-by/diverted linked trips. Primary trip distribution is based on current traffic volumes and engineering judgment and is as follows: 30% to and from the east on Q Street 10% to and from the west on Q Street 40% to and from the north on 5'" Street 20% to and from the south on 5th Street Because of limited adjacent routes, pass-by and diverted linked trips are treated together. The pass-by/diverted linked trip distribution is based on the proportion of traffic traveling in each direction past the site during the peak hours. Based on current traffic volumes, the following pass-by/diverted linked trip distributions are as follows: PRE.SUBMITTAL REC'D H:\PROJECTS\21C003600\ Wp\ IOOSI3-TIA.doc JUN 1 0 2011 7 I I I I I I I I I I I I I I I I I I I G R QUL_ .MACKENZIE' CIHEaR4TltHiSOYI!AltS AM Peak Hour . 30% eastbound on Q Street 20% westbound on Q Street 20% northbound on 5th Street . 30% southbound on 5th Street PM Peak Hour 30% eastbound on Q Street . 30% westbound on Q Street 10% northbound on 5th Street . 30% southbound on 5th Street Figure 7 presents pass-by and diverted linked trip assignments and Figure 8 presents primary trip assignments. POST-DEVELOPMENT TRAFFIC 20 II Post-Development traffic is the sum of 2011 Pre-Development and site generated traffic volumes. Figure 9 presents 2011 Post-Development traffic volumes. PRE.SUBMJTTAL REC'D JUN 1 0 2011 --''''. H:\PROJECTS\21 cx:036OO\ WP\ 1 00513-TIA.doc 8 I I I I I I I I I I I I I I I I I I I G R Q1LP . MACKFNZIF' CEL!8R"TlI'IG SOYEARS V. INTERSECTION AND ROADWAY ANALYSIS OPERATION ANALYSIS DESCRIPTION Intersection operation characteristics are generally defined by two mobility standards: volume-to-capacity (vie) ratio and level-of-service (LOS). The City of Springfield uses LOS to determine intersection performance. LOS is a measure of the average control delay (in seconds) experienced by drivers at an intersection and is described by a letter on the scale from' A' to 'F.' LOS' A' represents optimum operating conditions and minimum delay. LOS 'F' indicates over-capacity conditions causing unacceptable delay. LOS '0' is considered the acceptable minimum by the City of Springfield. OPERATION ANALYSIS Analysis was conducted for the following scenarios during the weekday AM and PM Peak Hours: 20 I 0 Existing Traffic Conditions 2011 Pre-Development Conditions 2011 Post-Development Conditions The computer program SYNCHRO, using Highway Capacity Manual techniques, was used to perform LOS calculations at the study intersections. Calculation results are summarized in the following table and copies of the detailed calculations are included in the appendix. TABLE 4 - INTERSECTION OPERA nON Analysis 2010 Existing 2011 Pre- 2011 Post. Intersection DeveloDment DeveloDment Period LOS LOS LOS Q StreeU AM C C C 5- Street PM C C C Q StreeU AM 8 8 8 Fred Meyer Driveway PM 8 8 8 5. StreeU AM 8 8 8 Fred Meyer South Driveway PM C C C 5. StreeU AM 8 8 8 Fred Meyer North Driveway PM 8 8 C All study intersections operate within City of Springfield standards for all~cen,iFios and time periods. No mitigation is recommended. rRE-:>UBMIlTAl RECIO JUN 1 0 2011 QUEUING ANALYSIS Analyses were performed at the study intersections to determine anticipated 50'h and 95'h percentile queue lengths. The computer program SYNCHRO, using Highway Capacity Manual techniques, was used to perform 95'h percentile and 50'h percentile signalized queuing calculations. Poisson distribution method was used to perform 50th percentile unsignalized queuing calculations. The 50'h percentile queue length is the maximum queue H:\PROJEClS\21 rJJJ3fJ:fJ\WP\ IOOSI3-TIAdoc 9 I I I I I I I I I I I I I I I I I I I G ROil P , fVlACKENZIE' CELEIlI....HNG 50YE1\I,.. length anticipated to be present 50% of the time (30 minutes) during the analysis hour and the 95th percentile queue length is the maximum queue length anticipated to be present 5% of the time (3 minutes) during the analysis hour, Queue lengths, assuming current traffic controls and roadway approach geometry, are presented in the following table, TABLE 5 - 50TH PERCENTILE QUEUING ANALYSIS {FEET Available Existing 2011 Intersection Direction Movement Pre-Dev Post-Dev Storage AM PM AM PM AM PM EB Lt 125 0 25 0 25 25 50 Th,R! 500+ 50 150 50 150 50 150 WB Lt 125 50 50 50 50 50 50 Q StreeV Th,Rt 500+ 75 125 75 125 75 150 5. Street Lt 125 50 50 50 75 50 50 NB Th 500+ 50 100 50 100 50 100 Rt 500+ 0 0 0 0 0 0 SB Lt 125 25 25 25 50 25 50 Th,R! 500+ 75 100 100 100 100 100 Q StreeV SB Lt, Rt 175 25' 25 ' 25 t 25' 25 ' 25' Fred Mever Drivewav 5. SlreeV WB Lt, Rt' 300 25 ' 25 ' 25 ' 25' 25' 25 t Fred Mever South Drivewav 5. StreeV WB Lt, Rt' 200 25 , 25 ' 25 ' 25' 25 ' 25 ' Fred Mever North Drivewav , Queuing calculation less than one car length tiut reported as 25 feet minimum, TABLE 6 - 95TH PERCENTILE QUEUING ANALYSIS {FEET Available Existing 2011 Intersection Direction Movement Storage Pre-Dev Post.Dev AM PM AM PM AM PM EB Lt 125 50 100 50 100 50 100 Th,R! 500+ 125 250 125 275 125 250 WB Lt 125 100 150 100 150 100 125 Q StreeV Th,Rt 500+ 125 225 150 225 150 225 5. Slreet Lt 150 100 125 100 150 100 150 NB Th 500+ 125 175 150 175 125 175 Rt 500+ 50 75 50 75 50 50 SB Lt 125 50 100 50 100 75 100 , Th,Rt 500+ 175 175 175 200 175 200 Q StreeV EB Lt 175 25 100 25 75 25 100 Fred Meyer Driveway SB Lt,Rt 175 25 50 25 50 25 50 5. StreeV WB Lt, Rt 300 75 50 75 50 75 75 Fred Meyer South Driveway SB Lt 400 50 25 50 25 50 50 5. StreeV WB Lt,Rt 200 50 25 50 50 75 50 Fred Meyer North Driveway SB Lt 300 25 25 25 25 25 25 Anticipated intersection queue lengths can be accommodated on all approaches No mitigation is recommended. PRE-SUBMlTIAL REC'O JUN 1 0 2011 H:\PROJEC1S\21~WP\IOOSI3-TIA.doc 10 . ,. . :1 , ,1 I II :1 I I I " I I I . . I I G R OlLP ~ACKENZIE' CEl.E81lATlNGSOYEARS VI. CONCLUSION AND RECOMMENDATIONS The existing Fred Meyer retail store is located at 650 Q Street, Springfield, Oregon. The proposed fuel facility is located in the southwest corner of the existing Fred Meyer parking lot adjacent to 5th Street and has 10 fueling positions and an attendant kiosk. The property is zoned Community Commercial (CC) and the fuel facility is an allowed use. The development will occur in one phase with anticipated completion in 20 II. Future fuel facility traffic is anticipated to use three of the existing Fred Meyer accesses to the public road system. Two of the accesses are on 5th Street and one on Q Street. No new accesses are proposed. Continuous sidewalks are in place along the entire frontage of the existing Fred Meyer store. Bicycle lanes are provided along Q and 5th Streets. No bicycle-related improvements are proposed with the fuel facility. Bicycle parking will be available to fuel facility employees at the main Fred Meyer store. Lane Transit District (L TD) Route # 12 provides public transportation service in the fuel facility vicinity. The nearest transit stop is located adjacent to the proposed fuel facility, on 5th Street. There is a L TD Park-n-Ride facility currently using a portion of the proposed fuel facility area. L TD and Fred Meyer staffs are aware of this issue and the Park-n-Ride facility will be relocated on the Fred Meyer property. All study intersections have a crash rate below 1.0 mev; no further safety analysis IS warranted. Based on discussions with City staff, a 2.0% annual growth rate was assumed and no in- process projects were identified. Fuel facility trip generation calculations were prepared using the Institute of Transportation Engineers (ITE) Trip Generation, 8th Edition, Land Use Code 944 - Gasoline/Service Station and the ITE Trip Generation Handbook, 2nd Edition resulting in 18 AM Peak Hour and 14 PM Peak Hour Primary Trips. The City of Springfield uses LOS to determine intersection performance. The computer program SYNCHRO, using Highway Capacity Manual techniques, was used to perform LOS calculations. All study intersections operate within City of Springfield standards for all scenarios and time periods. No mitigation is recommended. Analyses were performed at the study intersections to determine anticipated 50th and 95th percentile queue lengths. The computer program SYNCHRO, using Highway Capacity Manual techniques, was used to perform 95 th percentile and 50th percentile signalized queuing calculations. Poisson distribution method was used to perform 50th percentile unsignalized queuing calculations. Anticipated intersection queue lengths can be accommodated on all approaches No mitigation is recommended. PRE-SUBMITTAL REC'O JUN 1 0 2011 H:\PROJECG\211XXl36CO\ WP\ 10051 :l-TIA.doc 11 ...........----- - I I , I I I I I I I I I I I I I I I I I G RQ II P . MACKENZIF' CElEllRATlNG SOYi:ARS VII. APPENDIX A. Figures B. Traffic Count Summaries C. Transit Routes D. Crash Data E. Capacity Calculations F. Queuing Calculations G. Scoping PRE.SUBMITTAL REC'D JUN 1 () 2011 H:\PROJECTS\21rx=\ WP\ IOOSI3-TIA.doc 12 L, .-- , ';. . " rl < .' "~<< /, " > [ .., ,::'~ , JI '" ,. >, "",i ,->0.. . L ',: ~I' ),"" . ~ .,<, c; , (; " .,' II (, .. .. I ;,," ~I '. " ~. .. " ~ " '-~ II, ~~ l~ , . I , ,. , ~I , ". q .. II t II (. , ~I , , II -.'.r. , , , ,. [ .. .. 0 II .' . ., , . .. (I ',c 7 .. ~I O' ( " , I APPENDIX A .. '. ,Figures .. , "" ," I .. PRE-SUBMIJTAL REC'D .' <. .. )' ..JUN' to lOll '1" , ., , " ", .' "1<. -j.' . .~ f , [ .f ."" .-, "".e - GRIO.&iAC~ I 5eattl. WA Vancouv.. WA 20e.74~.~O;3 P.,"an. OR 3.......7870 "" .03..2...500 ~ m ""''' ."" .. '" " oc =GRQUPI,IAQ(DlZlE2 OUPlol.l.OIDlllE\\Rl%Pffir.lISS!OI; 1<..1 E P~Ol'8lfY~ ~rIl'lOlJT P~ICfl DRAwtlCS.l.RETH1N.o.IIYMAi'II'IEJ! TH~CIlFlEPROOIJCED I I I I I I - I I I I I I I I I I I .; , "~~i-t , ~. 'C-~*""""" _ - 6~ " :"i~,^~~."..'R; ~"'V''''''''''V' -., :: - . -X . I.~tl\ ~/:\)- ''-] "-1 .' ,I,. ""-"-~""bl' :':':..'::" ~,~ "-:J.' ~~, ~S't ":. . ~. ~ ,c:.,;,.. ."""j",... ~~"<: '; '~~e:'. : ~'.::. ~ -- ;';,:i;-"".: R:?~ '-~'~lQ"- I." L'" .,:-"~"~' ":,,,. ., . .' fat.lfi:.~ _' . I I " :., d: J",SZ-<tr-r-.--:-:, "-",;~ IISi\.-A""e I \- "':;": _-'if ("__{i~ ....lH~! Xt' ~':..,' .,;i;;;ltf?LK~;~ r ~~_~,.\ ~,-;- '. ". '1 ;A~t~ .. '-"?;t ......... i:' . ':J~-iiS-" :.'~~;-:_;i ~\rf!'-I '. . ;-'''';~~~t': ~ ;" .1_. _~'I"'~ . " ";:: 'i':: :'-',~~~~_ ,i~' ,( ." ~ DATE: 05.05.10 MJD VICINITY MAP DRAVfN BY: CHECKED BY: CMC 1 J~B1 ~0036.00 '<=R RJEL FACIUTY FREOMt;;;.<;; I I I I I , I I I I I I I I I I I I 'R " ~ ~'c ".". '" I MAC ~ DRAWNBY' MJD CfiECKEO BY: C Me I .~ ~~ .~ FRED MEYER ... ... .~ D c:= ~Qrtland OR Vancou....' WA Seattle WA 503.224.95eO 300.895.7876 200.7.0.98&3 JOB NO: 2100036.00 (;I1ClJPOlACK(NlIE:!008""-lRlI]iTSRE~YEn m~oMW~cJ~~p~O~[m;N'fu.~CW~t<r.rooZlE~Rj;&~rJ;~8E SITE PLAN PRE.SUBMITTAL REC'D JUN 1 0 2011 FRED MEYER RiEL FACIUTY SPAlNGFIELD. OR FIGURE 2 I I I , I I I I I I I I I I I I I I . G R Og I ./ .. .. I ..., . ... I OAT', 05.05.10 I - A C ~ DRAIINBY, MJD POrtland OR Vancouver WA Suttle WA CHECKED BY: CMC 503.224.9580 380.695.7879 208.749.9993 I @ (;R(llJP ~ACIlDlllE 2006 A.u. R1GtlTS RESERVED JOB NO: TH5~IlR~iII\~~ THEPRQPE;lTYO>GROOPIlAamUrEOOAAE NOT roBE 2100036.00 CEO IN I.NY~I.HNrn WlWOUT PRIOR WRITIEN PffilllSSla.l ! ~ ~ ~ \r ! ~ ~ ~ \r -1~ ~ IBI~ ~ 1 \r orA ~ ~ ~ 1 PRE-SUBMITTAL REC'D JUN 1 0 2011 ". EXISTING LANE CONRGuRAOON AND TRAFFIC CONTROL AQURE FRED MEYER RJEL FACILITY SPRINGFIELD OR 3 I I I I I I I I I I I I I I I I I GROg I I A C K.ilLZJ..f..!. POrtland OR VancQuvet WA Soattle WA 503.22-4.9580 3eO.8QS.787i 208.749.9993 "' ro N<O I \ '--7 AM ...-2 I ! .".'" '" N I '" ro<o N_ j\ '--11 AM ...- 21 I ! "'~ NN N 100> N'" j\ '--29 PM ...-59 I ! "'0 "'ro '" ,,~ro ,,-'" J j \ 25....... '--42 83- AM -210 82---,. ...-106 " I ! <oo~ oro" O~I' <0_" . J j \ 73....... '--65 258- PM -253 103---,. ...-101 " I ! "'ro~ J"'1t0::: -N 0> '" J \ 15....... '--11 185- AM -318 g .". J \ 48....... '--19 462- PM -366 DATE: 05.05.10 2010 EXISTING TRAFFIC VOLUMES 4 F=iGURE DRAWN BY: MJD CHECKED BY: eMe @CROlJPMACKVIZI!20OBAllRlGllTSRESERVEO nlESECUWlNGS.IRIOTHfPROP8lf'lOf'CRQOJPIIACKENZlE.w:JIUlENOTrOBE USED OR REPRODUCED IN A~rll.lNNrn iIlrnCJ,H PRIOR wRITTEN PERIolI~ON JOB NO: 2100036.00 FRED MEYER RJEL FACILITY SPRINGRELD OR I , , I I I I I I I I I I I I I I I <DO I \ '-0 AM ,..--0 1 ( <()O <D_ I \ '-1 PM ,..--0 1 ( 1'-0 <DO I \ '-0 AM ,..--0 1 ( vO <D ~ I \ '-1 PM ,..--1 1 ( I'-N Nv~ ) I \ 1........ '-1 2- AM -4 2---.." ,..--2 \ 1 ( Nv~ _vN ) I \ 1........ '-1 5- PM -5 2---.. ,..--2 \ 1 ( ",.oN I OR "".! " 'MAC~ I Po,tland OR V...o.,,,, WA ...ttl. WA 603.224,@5eo 380.e95.787!i1 208.149.9g93 I o a ) \ 0........ '-0 4- AM -6 o ) \ 1........ '-0 9- PM -7 DATE' 05.05.10 AGURE 1 YR BACKGROUND GROWTH - 1 YEARA T 2.0% 5 DRAWN BY: MJD CHECKED BY: CMC @GROlIPIllACl<ENZlE2008Ioll.RlGKTSRESE!lIlEO THESE ORAWlNGS .om: fH( PROPD\'TY OF" OROOP ~,"C1<OWt: mo .oJl( NOT TO B~ LlSEDCIlREPROl)JCEDll<IlJIYI,lANNffi \Ij1TllOOTPR]O<WITTENPffiIolISSlOH JOB NO: 2100036.00 FRED MEYER FUEl... FACfUTY SPRINGAaD OR I I I I I I I I I I I , I I I I I I G R Og II AC~ Portland OR VancOtlur WA Se.ttl. WA 503.22'.9580 3eO.8I1S.78711 208.749.9993 . ,.- 2 1 ! "'"' "' N '" N<O I \ '-7 AM <0 0" "'"' I \ '-32 PM ,.-13 1 ! "'''' "' "' '" "'<0 N~ j \ '-11 AM ,.- 21 1 ! ,,~ NN N " "'0 N" I \ '-30 PM ,.-60 1 ! NN ,,'" "' OlgjOl ,,~"' J I \ 26---'" '-43 85- AM -214 84---.. ,.-108 \ 1 ! ",,,N 0"''' "' ~"'''' <O~" . J I \ 74---'" '-66 263- PM -258 105....... ,.-113 \ 1 ! "'"'"' I").q- .--. ~N~ '" J 15---'" 189- AM ;;; " J \ 49---'" '-19 471- PM -373 DATE: 05.05.10 DRAWN BY: MJO 2011 PRE-DEVELOPMENt-- TRAFFIC VOLUMES > FIGURE I @GROOPWA(;l<tNm:ZOOtiMLRlGHrs<<fSfRVfO rHESE ORAWlNGS AR( rH[ PRomlTY Of GROOP WACKENZlE AND AAE NOT TO BE USE!l OR RE:~llOOUCED IN ~NY "'A~tR jIjlTI<OOT PillaR WRITTEN PElllollSSJON JOB NO: 2100036.00 FRED MEYER RJEL FACILITY SPRINGRB..D OR 6 CHECKED BY: CMC I I I I I I I I I I I I I I I I I G R O~ II AC~ Portland OR Vancounr WA Seattle WA 503.224.9580 380.895.7879 206,7"51,9993 ro lro ) \ '-6 AM '" "'0 ) \ . '-0 AM ,..0 1 ( "'... I'" 20X (30%) , '" "'0 ) \ '-0 PM ,..0 1 / "" I'" CISTl'lIllJTlON r B .CENTAClES AID. 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'-17 189- AM -322 DATE: 05.05.10 2011 POST -DEVEOPMENT TRAFFIC VOLUMES 9 AGURE DRAWN BY: MJD CHECKED BY: CMC Portland OR Vancouver WA Seattle WA 503.224.9580 380.895.1878 208.1"'9.&993 JOB NO: 2100036.00 FRED MEYER FUB. FACILITY SPRlNGFIB..D OR OGRO..PIol.l():[NZlE2OOeAl.J.RlQlTSRESEiMD THESEOIlAIII\NI;:$-'JlE:IHIiPRCJIFJIT'l'rTCfICIJPUAO{DlZJ[.o.NIAAENOTT:lBE USEllClll/EPllOOJcmlNAAVII~lI'IIHOUIPRIGI"ITTBlPffillISSl()<j l.;' :1.. d~"" . ?,I, ~I II. G I ~ -, I, ~ ' II.... r /,1 ~I II c., rl ( I ~", [I. (; [I' ! I U' 'I k ~I ~ ! 1.: I .' l ' j il I il , " (,-' --, ,- ,,' ;,~, . " ',", ~.,; "-;. '",., .;;,. "~,,.. :.-'1 / '-....~~: ~,. " " ,. " ,.;;,+ ... " ".-, c"" " , , ,. " ~-~ ,." . " ~ , "--,, , " . -, " ~". , .- ,. , ~."t' ~ '< .- .. .T" 'c' ..,; ~ , " d , '~"'~'- " " , . " ,.~ '.~ " t.' : i . , .. ~ '", , '.. / I:)' . ^ .' > ,,) , t f'-.. .. F, -'", ." '." 't.r ,._ , ...;; .." , '1' ',' .', ., :" .-,~ , ' - ,~ " ,."'- .<.< ~. <.,; J ':F " <,-,;''1 ," . " ':,' "'.~ "." ~-" ;t".. " ;,.'): ';... "'il . ~t , .r: , '"i." , " '" APPENDIX B . Traffic Count Summaries PRE-SUBMl1JALREC'l)( JUN 10 LOff I "'0> ~~~ 00" ON~ ~~ CO ~ ~.c ~f- '" I I I '" '" ~~ i]j~ I I I I :EN 10"," uo\ tJi"! f--'" I ~:b lI)' w..'" ~~ I f-:~ ~~ ~tt ~O I I I I o o CO ~ 6 o '" ~ f- ~ 1I1 ~ :J:"'~ f-09 " _0 @UJ~ Z'" f-UJ~ U1~~ O'UJ> I I I z UJ o :;: ~ " <t .. z u(:::UJ o......~ -,u,,- I ro GlpllVi"';O"l N'I../"lIN '" b ~I"~l~ ~\~ ;;~;:j.~ ~ l- ,- .-I . I.'" . ~ . , ~ Vrl~!~'w.:,,,(~,~~ 3 '. " .~ I -g :J.... (X)lr"l v~co vJO~..o ~ I- .2 0\ 0'1 CO (3'0'0 0,0"11"", o I- .-I" ""ov ~1Il "~ NV t:0' ~~.. .t 00"" ... . UJ ~o~ooo'I!!l!OqO cz:: ~ ' :." ,:,t.;: , .~" i _ _~ .,. OIf'I.Of&iOlo'o'o.'.N ~ ." /I . ~ , I " .,a : '.' I ~ ... 0'0"0 0'0 c-o!- 0 ~ I I " c " o .0 .c -e o z ......l [fs m ~ 01'01....:0 610',:"' 0 ~ c... -'~_. .,~ ~ . < ~' ~ ~ 0110"0~.0'01?"0~ 0 ~ ,j ~ ,~ l1.l ,'> "", Q. " -g 2 U"l ~O'I O'l;N U"I.DI~ \0 5 ~ F "I'" ~~ ~"'I ~"'" ~ ~ ~ ~i.~' .~I~:"'I~"~i:: ~ ~ ~ cz:: . ~ M . 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AM 5:45 5:50 5:57 6:10 6:16 6:25 6:15 6:20 6:27 6:40 6:46 6:55 6:00 6:05 6:11 6:23 6:31 6:40 6:40 6:45 6:53 7:07 7:14 7:25 7:10 7:15 7:23 7:37 7:44 7:55 6:30 6:35 6:42 6:55 7:03 7:15 7:40 7:45 7:53 B:07 B:14 B:25 7:00 7:05 7:12 7:25 7:33 7:45 7;15 7:20 7:27 7:40 7:4B B:OO B:l0 B:16 8:24 8:37 8:44 8:55 7:30 7:36 7:43 7:55 8:03 8:15 7:45 7:51 7:58 8:10 8:18 8:30 8:40 8:46 8:54 9:07 9:14 9:25 8:00 8:06 8:13 8:25 8:33 8:45 8:15 8:21 8:28 8:40 8:48 9:00 9:10 9:16 9:24 9:37 9:44 9:55 8:30 B:36 8:43 8:55 9:03 9:15 9:40 9:46 9:54 10:07 10:14 10:25 9:00 9:06 9:13 9:25 9:33 9:45 10:10 10:16 10:24 10:37 10:44 10:55 9:30 9:36 9:43 9:55 10:03 10:15 10:40' 10:46 10:54 11:07 11:14 11:25 10:00 10:06 10:13 10:25 10:33 10:45 11:10 11:16 11:24 11:37 11:44 11:55 10:30 10:36 10:43 10:55 11:03 11:15 11:37 11:43 11:52 12:06 12:13 12:2S 11:00 11:06 11:13 11:2S 11:33 11:45 12:07 12:13 12:22 12:36 12:43 12:SS 11:30 11:36 11:43 11:55 12:03 12:15 12:37 12:43 12:52 1:06 1:13 1:25 PM 12:00 12:06 12:14 12:27 12:35 12:47 1:07 1:13 1:22 1:36 1:43 1:55 12:30 12:36 12:44 12:57 1:05 1:17 1:22 1:28 1:37 1:51 1:58 2:10 1:37 1:43 1:52 2:06 2:13 2:25 1:00 1:06 1:14 1:27 1:35 1:47 1:52 1:58 2:07 2:21 2:28 2:40 2:04 2:10 2:20 2:35 2:43 2:55 1:30 1:36 1:44 1:57 2:05 2:17 2:19 2:25 2:35 2:50 2:58 3:10 2:34 2:40 2:50 3:05 3:13 3:25 2:00 2:06 2:14 2:27 2:35 2:47 2:49 2:55 3:05 3:20 3:28 3:40 3:04 3:10 3:20 3:35 3:43 3:55 2:15 2:21 2:30 2:45 2:54 3:07 3:19 3:25 3:35 3:50 3:58 4:10 2:30 2:36 2:45 3:00 3:09 3:22 3:34 3:40 3:50 4:05 4:13 4:25 2:45 2:51 3:00 3:15 3:24 3:37 3:49 3:55 4:05 4:20 4:28 4:40 3:00 3:06 3:15 3:30 3:39 3:52 4:04 4:10 4:20 4:35 4:43 4:55 3:15 3:21 3:30 3:45 3:54 4:07 4:19 4:25 4:35 4:50 4:58 5:10 3:30 3:36 3:45 4:00 4:09 4:22 4:34 4:40 4:50 5;05 5:13 5:25 3:45 3:51 4:00 4:15 4:24 4:37 4:49 4:55 5:05 5:20 5:28 5:40 4:00 4:06 4:15 4:30 4:39 4:52 5:04 5:10 5:20 5:35 5:43 5:55 4:15 4:21 4:30 4:45 4:54 5:07 5:19 5:25 5:35 5:50 5:58 6:10 4:30 4:36 4:45 5:00 5:09 5:22 5:37 5:43 5:52 6:06 6:13 6:25 4:45 4:51 5:00 5:15 5:24 5:37 5:00 5:06 5:15 5:30 5:39 5:52 5:15 5:21 5:30 5:45 5:54 6:07 6:07 6:13 6:22 6:36 6:43 6:55 5:30 5:36 5;44 5:57 6:05 6:17 6:55 7:01 7:09 7:22 7:29 7:40 6:00 6:06 6:14 6:27 6:35 6:47 6:30 6:36 6:44 6:57 7:05 7:17 7:28 7:34 7:42 7:55 8:02 8:13 7:00 7:06 7:12 7:24 7:31 7:42 7:58 8:03 8:11 8:25 8:30 8:40 7:45 7:51 7:57 8:09 8:16 8:25 8:58 9:03 9:11 9:25 9:30 9:40 8:45 8:51 8:57 9:09 9:16 9:25 9:58 10:03 10:11 10:25 10:30 10:40 9:45 9:51 9:57 10:09 10:16 10:25 10:45 10:51 10:57 11:09 11:16 11:25 PRE-SUBMITTAL REC'O JUN 1 0 2011 I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I ~ I . 12 Gate~ay ; .".' .. . ,. ...: Saturday: . From: Eugene Downtown From: SpringfielO Station To; Spnngfield Station via RiverBend To; El.lgene Downtown via RiverBend Name: 12 Gateway Name; 12 Eugene Station via Gateway Sacred Sacred Oakway LEAVE Coburg Gateway Hearl 5th ARRIVE LEAVE 5th Heart Gateway Genter ARRIVE Eugene at Station MedClr at Springfield Springfield at Med elr Station on Eugene Station Oakmant Bay A RiverBend "0' Station Statlon '0' RiverBend BayS Goburg Station rID ill ~ [lJ [i] ~ [i] [II ~ ill SATURDAY I Sabado AM 6:44 6:49 6:56 7:10 7:16 7:25 7:44 7:49 7:56 8:10 8:16 8:25 7:30 7:35 7:41 7:53 8:01 8:10 8:44 8:49 8:56 9:10 9:16 9:25 8:30 8:35 8:41 8:53 9:01 9:10 9:44 9:49 9:56 10:10 10:16 10:25 9:30 9:35 9:41 9:53 10:01 10:10 10:13 10:18 10:26 10:40 10:46 10:55 10:00 10:05 10:11 10:23 10:31 10:40 10:43 10:48 10:56 11:10 11:16 11:25 10:30 10:35 10:43 10:55 11:03 11:13 11:13 11:18 11:26 11:40 11:46 11:55 12:05 12:11 12:21 11:37 11:43 11:53 12:09 12:15 12:25 11:00 11:05 11:13 11:25 11:33 11:43 12:07 12:13 12:23 12:39 12:45 12:55 11:30 11:35 11:43 11:55 12:03 12:13 12:37 12:43 12:53 1:09 1:15 1:25 11:50'" 11:56 12:05 PM 12:00 12:06 12:15 12:27 12:35 12:45 1:07 1:13 1:23 1:39 1:45 1:55 12:30 12:36 12:45 12:57 1:05 1:15 2:05 2:11 2:21 1:37 1:43 1:53 2:09 2:15 2:25 1:00 1:06 1:15 1:27 1:35 1:45 2:07 2:13 2:23 2:39 2:45 2:55 3:05 3:11 3:21 1:30 1:36 1:45 1:57 2:05 2:15 2:37 2:43 2:53 3:09 3:15 3:25 1:50'" 1:56 2:05 2:00 2:06 2:15 2:27 2:35 2:45 3:07 3:13 3:23 3:39 3:45 3:55 4:05 4:11 4:21 2:30 2:36 2:45 2:57 3:05 3:15 3:37 3:43 3:53 4:09 4:15 4:25 2:50'" 2:56 3:05 3:00 3:06 3:15 3:27 3:35 3:45 4:07 4:13 4:23 4:39 4:45 4:55 3:30 3:36 3:45 3:57 4:05 4:15 4:37 4:43 4:53 5:09 5:15 5:25 3:50'" 3:56 4:05 4:00 4:06 4:15 4:27 4:35 4:45 5:07 5:13 5:23 5:39 5:45 5:55 4:30 4:36 4:45 4:57 5:05 5:15 5:40 5:45 5:54 6:10 6:16 6:25 5:00 5:06 5:1$ 5:27 5:35. 5:45 6:10 6:15 6:24 6:40 6:46 6:55 5:30 5:36 5:45 5:57 6:05 6:15 7:20 7:25 7:35 6:00 6:05 6:13 6:25 6:33 6:42 6:58 7:03 7:11 7:25 7:30 7:40 6:30 6:35 6:43 6:55 7:03 7:12 8:20 8:25 8:35 7:00 7:05 7:13 7:25 7:33 7:42 7:58 8:03 8:11 8:25 8:30 8:40 9:20 9:25 9:35 7:45 7:50 7:58 8:10 8:18 8:27 8:58 9:03 9:11 9:25 9:30 9:40 8:45 8:50 8:58 9:10 9:18 9:21 9:58 10,03 10:11 10:25 10:30 10:40 9:45 9:50 9:58 10:10 10:18 10:27 10:45 10:50 10:58 11:10 11:18 11:27 '" Trip ends at Gateway Slation. Elviajeterminaen laEstaci6n de Gateway. PRE-SUBMITTAL REC'O JUN 1 0 2011 2007 Ridership hits 10 million annual boardings, EI numero de pasajeros par ano abordan nuestros autobuses I/ega a 10 mil/ones. I I I I I I Westminster 'Presbyterian Church I ~- '" '?i f!" 00" Oakway II] OAKMOIfT Center I I I I I I I I , I , I I I -. '.. '." ," 12 Gateway. , Sund~y INTERNATIONAL WAY Pacific$ource c ~ c z :5 '" + ~ BELTUNE :!; @ @ @ LTD Park & Ride Post ?i Office :: w "+ Gateway ~ Mall Ij;j\' OAKO" F Gateway\!!l'2' Station ~ IS [J]$ Sacred !5 Heart ~ Medical Center at RiverBend LTD Station Estaci6n de LTD HAYOEN BRIDGE WAY -~FredMeyer ..., Shopping Center OST @_ . + HARLOW HARLOW ~ :s Hamlin Middle School CENTENNIAL BLVD '" ~ '" tti " ~ Springfield 5 City Hal/ In Ubrary E-SUBMIITAl REC'O JUN 1 0 2011 From: Eugene Downtown From: Springfield Station To: Springfield Station via RiverBend To: Eugene Downtown via RiverBend Name: 12 Gateway Name: 12 Eugene Station via Gateway Cobu;g Sacred Sacred Oakway LEAVE Gateway Heart 5th ARRIVE' LEAVE 5th Heart Gateway Center ARRIVE Eugene at Station Medeli'" at Springfield Springfielo' at Meo'etr Station '" Eugene Station Oakmont Bay A RiverBeno' .0. Slation Station .0. RiverBeno' BayB Coburg Station [ill [j] rn w GI ~ GI W rn [j] SUNDAY I Domingo AM 7:45 7:50 7:57 8:10 8:16 8:25 7:27 7:38 7:45 7:53 8:45 8:50 8:57 9:10 9:16 9:25 8:30 8:35 8:42 8:53 9:01 9:10 9:45 9:50 9:57 10:10 10:16 10:25 9:30 9:35 9:42 9:53 10:01 10:10 10:45 10:50 10:57 11:10 11:16 11:25 10:30 10:35 10:42 10:53 11:01 11:10 11:15 11:20 11:27 11:40 11:46 11:55 11:00 11:05 11:13 11:24 11:32 11:41 11:42 11:47 11:55 12:10 12:16 12:25 11:30 11:35 11:43 11:54 .12:02 12:11 12:12 12:17 12:25 12:40 12:46 12:55 PM 12:00 12:05 12:13 12:24 12:32 12:41 12:42 12:47 12:55 1:10 1:16 1:25 12:30 12:35 12:43 12:54 1:02 1:11 1:12 1:17 1:25 1:40 1:46 1:55 1:00 1:05 1:13 1:24 1:32 1:41 1:42 1:47 1:55 2:10 2:16 2:25 1:30 1:35 1:43 1:54 2:02 2:11 2:12 2:17 2:25 2:40 2:46 2:55 2:00 2:05 2:13 2:24 2:32 2:41 2:42 2:47 2:55 3:10 3:16 3:25 3:12 3:17 3:25 3:40 3:46 3:55 2:30 2:35 2:44 2:56 3:04 3:13 3:42 3:47 3:55 4:10 4:16 4:25 3:00 3:05 3:14 3:26 3:34 3:43 4:12 4:17 4:25 4:40 4:46 4:55 3:30 3:35 3:44 3:56 4:04 4:13 4:42 4:47 4:55 5:10 5:16 5:25 4:00 4:05 4:14 4:26 4:34 4:43 4:30 4:35 4:44 4:56 5:04 5:13 5:42 5:47 5:55 6:10 6:16 6:25 5:00 5:05 5:14 5:26 5:34 5:43 5:30 5:35 5:44- 5:56 6:04 6:13 6:00 6:05 6:13 6:25 6:32 6:41 6:42 6:47 6:55 7:10 7:16 7:25 6:30 6:35 6:43 6;55 7:02 7:11 7:30 7:35 7:43 7:55 8:02 8:11 ~ " I d I, s:' I (' I l' s<: 1 C I 1: l l ~: I 1 :! 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" -, , " PR :~SUBMmAL REC'D JUN ], 0 2011 APPENDIX G Seoping' ~:;,.. ; ",.' " ~. :., " ~: 'i' I I: II, Iii 1-' I I I I. I I ; I I.. I I I 1- 'I I . 'I I I I , I , I I I TRAFFIC IMPACT STUDY SCOPE OF WORK Date: February 11,2010 Consultant: Group Mackenzie P.O. Box 14310 Portland, Oregon 97293 Project Assumptions: ~ . Fred Meyers Gas Station . th Northeast Comer of 5 Street and Q Street lTE Codes: Gasoline/Service Station (944) Size: 10 Pmnps Access: Via 5th Street & Q Street Completion Date: Estimated 2011 Project Name; Location: Land Uses: ,. , . . . . General: The proposed development will impact city streets; therefore the supporting traffic impact analysis will need to address Springfield Development Code (SDC) requirements. Because the development is anticipated to generate over 1,600 vehicle trips per day, thereby adding approximately 10% to the present 5th Street and Q Street intersection traffic load (without accounting for any trip reduction), a "major traffic study" will be required as per SDC 4.2- 105(A)(4). The study should address all the criteria outlined in Springfield Public Works Department policy (See enclosed S.O.P.P. #T-6.l), except that certain elements of the study rimy be confined to the scope outlined below. Trip Distribution and Assignment: Site traffic would have three primary routes available for access to/from Springfield's street network, and that is through two driveways on 5th Street and one on Q Street. The distribution pattern of existing traffic at these driveways is likely a reasonably reliable indicator of future site-trip distribution when comparing the two access points on 5th Street to each other. However, the Q Street access point will draw far less traffic proportionally than would be represented in present distribution patterns.' Work with Transportation Staff on determining a reduction factor for the Q Street access point in order to come to a r~asonable distribution. Study Locations: . Intersection of 5th Street and Q Street . Th~ two site access points on 5th Street . The site access point on Q Street PRE.SUBMITTAL REC'O JUN 1 0 2011 Trip Generation: Use appropriate data from the ITE Trip Generation Manual for ITE Code 944-- Gasoline/Service Station. Traffic Impacts and LOS Analysis: LOS Analysis Methods Use the current Highway Capacity Manual methodology. Page I of2 . I: /; .,. 1-] I: Iii II' I I I" 1 I : I , II, I 'I I- I I. I' , I: I. 'I, I , I I I Period( s) - Anal vsis Year AM and PM Peak Hour ~ 2011 Scenarios No-Build, Build Signalized LOS Analvsis Assumptions Ideal Saturation Flow Rate = 1,750 vphpl (per ODOT practice, re NCHRP 599) Peak Hour Factor = 0.95 for all movements Area Type = Other (Not CBD) Queuing: Provide 50th percentile and 95th percentile queuing analysis by 2000 HCS method (Synchro output is acceptable). " Traffic Crash Analysis: Summarize most recent three-year crash history along both 5th Street and Q Street within 200 feet each direction from beyond the site's borders. Additional Requirements: Provide the dimensions of the gasoline delivery truck and a turning template through the site. Parking Study As the proposed site plan will bring the number of parking stalls below the minimum code requirements, a parking study will need to be performed to show that the addition of the gas station will not inhibit the Fred Meyer parking lot from being able to handle peak hour and peak season parking demands. Choose two Fred Meyer stores that are comparable to the 5th and Q Street. establishment in terms of proximity to similarly classified streets, similar economic activity, etc. Before performing any parking . studies, consult with City Transportation staff and provide the specific store locations you plan to study and why they are comparable with the subject site. These reasons should also be listed in parking study. Include this Scope of Work in the appendix of the Traffic Impact Study PRE.SUBMITTAl RECID JUN 1 0 2011 Page 2 of2