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12/05/1985 - Packet CITY OF TIBARD TRANSPORTATION ADVISORY COMMITTEE MEETING AGENDA December 5, 1985 70 Tigard-City Hall Members: Thomas J. Sullivan , Chair; Mark Padgett , Vice-chair; Lidtja Balodis; Wilbur Bishop; Milt Fyre; Dennis Hummel ; Joe Schweitz . MEETING AGENDA: 1 . Review of Previous Meeting. 2. Additions to agenda. 3. Discussion on proposed transfer site. 4. Discussion on half-street vs. center line improvements 5. Presentation on 99-W signalization (possibly) 6. What 's Beaverton 's Transportation committee up to? (possibly) B. Adjournment Should be a short meeting. . . . MEETING REPORT DATE OF MEETING: Thursday, December 19 , 1985 , 7 :30 a.m. GROUP : Southwest Corridor Policy Advisory Committee PLACE: Portland Community College, Sylvania Campus PERSONS ATTENDING: Larry Cole, City of Beaverton; Bill Stark, City of Wilsonville; Kathy Lairson, City of West Linn; Roy Rogers, Washington County; Tom Brian, City of Tigard; Bill Manderfeld (for Ben Reid) , City of Sherwood; Margaret Strachan, City of Portland; Richard Devlin (for Charlie Brown) , City of Tuala- tin; Barbara Nordeen, Tualatin Valley Economic Development Corporation; Doug Seely, City of Wil- sonville Citizens Committee; Rick Gustafson, Metro Executive Officer; Geraldine Ball, CWFF; Ben Alt- man, City of Wilsonville staff; Steve Dotterrer and Greg Jones, City of Portland staff; Mike McKillip, City of Tualatin staff; Jim Rapp, City of Sherwood staff; Bill Monahan, City of Tigard staff; Rod Sandoz , Washington County staff ; Andrew Cotugno, Metro Transportation Director; and James Gieseking, Bob Hart and Terry Bolstad, Metro staff SUMMARY: Metro Executive Officer Rick Gustafson opened the Policy Advisory Com- mittee (PAC) meeting. Andy Cotugno, Metro Transportation Director, presented a brief review of the first Citizens Advisory Committee (CAC) meeting, which took place December 4 , 1985 . A copy of the meeting re- port was distributed to all PAC members. Mr. Cotugno also stated that, with the approval of the defined alternatives by the Policy Committee and review by the Citizens Committee in January, it is an appropriate opportunity for jurisdictional staff to schedule meetings with local neighborhood and business groups . Metro staff will be available to assist in these presentations . Mr. Cotugno described the transit system embodied in both alternatives as consisting of a significant increase in transit service called for in the currently adopted RTP and a system of trunk routes connecting to local feeder service at a variety of transit centers in the corri- dor. In addition, the Sunset LRT is assumed as part of both alterna- tives . On the highway side, the concepts and projects associated with each alternative were detailed. The 217/Sunset alternative calls for major improvements to Highway 217, the Sunset Highway and Highway 99W through Tigard. In addition, a two-lane north/south arterial is proposed con- necting Highway 99W at Edy Road with Scholls Ferry Road to accommodate forecast traffic growth in that area. The Bypass alternative calls for a new four-lane arterial in western Washington County to relieve some of the traffic burden from Highway 217 and accommodate a growing . Southwest Corridor PAC December 19 , 1985 Page 2 circumferential travel demand. The bypass would connect I-5 (from some as yet undetermined location south of I-205) to the Sunset High- way. Both alternatives also contain a series of projects that are common to both and will be needed regardless of which alternative is even- tually preferred. These projects were recommended to be forwarded for inclusion into the next RTP update after appropriate review by citi- zens and business groups . Detailed descriptions of the scope of the projects associated with each alternative were presented and are included in the draft report of the Southwest Corridor Study -- Description of Alternatives, which was distributed at the meeting. The Policy Committee approved the two alternatives to be carried for- ward into the evaluation phase of the study and identified several additional issues to be addressed. Larry Cole requested that light rail transit (LRT) on Highway 217 from the Sunset Highway to Tigard be incorporated into this study, perhaps as a third alternative. Mr. Cotugno responded that the LRT issue will be addressed as part of the criteria for the evaluation phase of the study. Specifically, further studies will identify the effects of both alternatives separately on LRT ridership in both the Highway 217 and I-5 corridors . Furthermore, the Highway 217/I-5 corridors are the next corridors scheduled for LRT feasibility studies as part of the overall regional LRT study process . Committee members were concerned that more information about transit be included in the overall evaluation of alternatives . Rick Gustafson suggested that a more detailed description of the transit service and ridership expansion called for in the alternatives be included. Mar- garet Strachan added that trade-offs should also be examined in terms of the cost of transit versus the cost and project effects on the highway system if there was no increase in transit service . Questions were raised concerning the process of obtaining input from the CAC on the two alternatives in addition to incorporating the com- mon projects into the next update of the RTP. Mr. Gustafson responded that review and approval of the alternatives will be sought from the CAC. After the recommended approval from the CAC and the PAC is con- firmed, neighborhood groups will be informed and the final approval process will go through Metro's transportation committees , TPAC and JPACT. Prioritization for construction would occur after all the recommended projects are adopted into the RTP. Ted Spence relayed ODOT' s concern that the connection of a bypass should not disrupt the efficient operation of the I-5 and I-205 free- ways and that ODOT would prefer to tie into or relocate an existing interchange rather than build a new interchange . Southwest Corridor PAC December 19 , 1985 Page 3 Margaret Strachan also stressed the importance of land use issues in terms of effects on the Urban Growth Boundary (UGB) between the two alternatives . Mr. Cotugno amplified the need for an examination of UGB issues such as : a) would the Bypass alternative have an impact on land use; b) what kind of impact would it have; and c) how can this impact be mitigated by design features and local land use actions? Mr. Cotugno then reviewed the general criteria for evaluation of the alternatives . The criteria are identified in three parts : overall system performance and generalized costs for improvements in each al- ternative; more detailed cost and impact comparisons for those pro- posed projects which differ between the alternatives; and the evalua- tion of the impact of each alternative on potential LRT ridership. The PAC had no objections to approval of the two basic alternatives as well as the general criteria for evaluation of the alternatives . They recommended to proceed with the cost and impact evaluation phase of the study and to incorporate those specific issues raised at the meeting into the analysis : a) impacts on the UGB; b) transit system costs and benefits; and c) an interchange design to protect the opera- tion of I-5 and I-205 . The next meeting of the PAC was tentatively scheduled for early March and it will address the detailed evaluation of alternatives plus ODOT's design information for the alternative projects . "DRAFT SOUTHWEST CORRIDOR STUDY DESCRIPTION OF ALTERNATIVES aw , I. Introduction Four major travel movements that affect the Southwest Corridor were identified in the earlier portions of the study: l') Southwestern Radial movements comprising generally north/- south trips between the Portland Central Business District (CBD) and both the Close-in Southwest and Far Southwest areas along 1-5 South, Barbur Boulevard/Highway 99W and Macadam; 2) Western Radial movements between Washington County, the Close-in Southwest and the Portland CBD along the Sunset Highway and Beaverton-Hillsdale Highway; 3) Circumferential movements between the Far Southwest and Washington County West along Highway 217, Murray Boulevard and a combination of Tualatin-Sherwood Road, Tualatin Road, Durham Road, and rural roads in Western Washington County; and 4) Internal movements within each of the zones, which are carried by the local minor arterial and collector system within each of the various jurisdictions. Due to the significant population and employment growth expected west of the Willamette River by the year 2005, each of these movements is anticipated to grow substantially over the next 20 years: • Southwestern Radial Movement +20% to 350,000 daily trips • Western Radial Movement +25% to 270,000 daily trips • Circumferential Movement +40% to 270,000 daily trips • Internal Movement +100% to 1,245,000 daily trips As a result of these projected increases in trip-making activity, numerous problem areas are forecast to remain on the transportation system in the corridor, even with the imple- mentation of the highway and transit improvements already called for in .the currently adopted RTP (Figures 1 and 2) . The Southwest Corridor Study has identified two basic alterna- tive ,packages of additional transit and highway improvements in the corridor to solve the identified problems. The first, the 217/Sunset Alternative is based on the concept of improv- ing the existing system without adding a bypass facility. The second, or Bypass Alternative, is based on smaller-scale Improvements to the existing system and the addition of a new arterial-type bypass facility connecting 1-5 South with the Sunset Highway in western Washington County. Capital Improvement Projects arc y ; rt �., � •�..', � a. � , .�,� � I `�• iat•� . - - •+•+*«+ New highway construction r.:..,.. Facility reconstruction or widening c; a/ us �^ ^� e ' �{ Y EEEEEEEEEEE $ignalization, turning lane or other improvements A7ii.��'ttN c"''• R^.. ' ly(i_air--*"p Ry`'F1 A : , Ramp metering Interchange improvements Regional transitway �� Regional trunk route t Be vertdn ) �./ ~'►� 1 j Transit station Committed ' �' n! P Park and Ride investme• _..�DAvrS aU At J fH PL r ',�_vfau0lvr- r _ . 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SAW r {E NU L� DU AY RO HFfr It 3 to1 '; ff fRFf k frc(,NiR r^ am USE aFU • t,.. \ \l��W ♦� 8 R . _ w L r u �+ Wi ib let ArIFl�1�, $1 r D + Tualatinh` v rgroYe i�7 N ., 1 .� BORLANL?_ RU y t 't 4 Southwest Corridor SOUTHWESTERN SECTOR FIG. 1 Study Un)on Foreit ; Gr Ve r� •_ fYf MK:f1Ff__.Y J""'pQ""-----1------- . .rt� t ���,... •+g i.... .a. j .. _..._ �. t4 1r \•` h t `a•; 2I w Forest Move Inset �IMNN s ro � r S, P16 _ 21 l i P 1 r P V`// a IML ) M 1 is 5 '_•i M "`�� 4 Aloha :art'" ..wr in .•wl, ., ( �. �F. 4 �• 1p•trtan rCapital Improvement Projects I$- 1 a 26! = >, New highway construction Iry reconstruction or widening 111411898116pSignalization. turning lane )R T or other improvements ���� � �� r NM C�•uq ; ` t'�+.T— F MNr A - ..' +'� , Ramp metering per ).t., Interchange improvements n Wf)R_ - g9 W ` I i fYAU(aA{alf WNV4.{.) =rte Nr Regional transitway * l t C)A• ST ST C Regional trunk route a , •M► !.IF,.;,� Transit station *Committed P Park and Ride investment .; `� µ` �° -' f r - °„' r; "" '” ��r. } t � ot Corrridorridor WESTERN SECTOR FIG. 2 Corridor nu r Study Description of Alternatives Both alternatives are based on particular concepts regarding how the regional system is improved to accommodate specific movements that make up the forecast travel demand. In some cases (Western Radial movement, Southwestern Radial movement inside of Highway 217, and Internal movements) , the concepts, and, therefore, the project recommendations, are the same between the alternatives. In other cases, such as for the Circumferential movement and the Southwestern Radial movement south of Highway 217, there are fundamental differences in the system concept as to how the travel demand is accommodated, and, therefore, significant differences in the proposed project solutions. In both cases, the alternatives call for a slightly modified transit route structure, but the same basic level of transit service defined in the currently adopted RTP (Figure 3) . These modifications consist of: a) improved local feeder service to southwest Transit Centers to provide accessibility to currently unserved areas where future growth is anticipated to occur; and b) the addition of a transit trunk route connect- ing the Tualatin Transit Center and Park-and-Ride with downtown Pprtland via 1-5. It should be noted that the project improvements recommended in the alternatives are subject to modification in the cost and impact evaluation phase of the study. A, Southwestern Radial Corridor Inside of Highway 217, both the 217/Sunset Alternative (Figure 4) and the Bypass Alternative (Figure 5) emphasize the use of 1-5 South, Barbur Boulevard, and to a lesser extent, Macadam Avenue to accommodate the expected travel demand. As a result, a common set of improvements to the facilities in this corridor is recommended (Table 1) . These improvements are illustrated in Figure 8 and include improvements to 1-5 from 1-405 to Terwilliger Boulevard and Barbur Boulevard from the Front Avenue tunnel to S.W. 49th. Outside of Highway 217, the 217/Sunset Alternative envisions the use of both Highway 99W and 1-5 South to accommodate the Radial movement, with Tualatin-Sherwood/ Edy Road serving as both a bypass around downtown Tigard and a local access function from Highway 99W and 1-5 into the Tualatin-Sherwood area. As a result, major improve- ments to Highway 99W through Tigard, 1-5 (Carmen-Nyberg) and Tualatin-Sherwood/Edy Road are called for (Table 2 and Figure 9) . In the Bypass Alternative, the use of Highway 99W through Tigard is de-emphasized for accommodating the Radial move- ment, which is encouraged to use 1-5 South to the new 5 Bypass and then connecting to Highway 99W north of Sherwood. As a result, a lesser improvement to Highway 99W 'through Tigard would be required (Table 2 and Figure 10) , but the addition of auxiliary lanes on 1-5 from 1-205 to Nyberg would be needed, as well as a Norwood area 1-5 interchange to the new Bypass facility (see Attachment A) . B. Western Radial Corridor Both the 217/Sunset (Figure 4) and Bypass (Figure 5) Alternatives emphasize the use of the Sunset Highway and the Wegtside LRT to accommodate the Western Radial travel demand . As a result, a common set of improvements (Table 1) is called for in the corridor , including the addition of a westbound Sunset on-ramp at the Zoo inter- change and a widening of Sunset Highway to six lanes from Canyon Road to Highway 217 (Figure 8) . C. Circumferential Corridor The concepts differ markedly between . the two alternatives 'in how they accommodate the cirumferential traffic move- ments. The 217/Sunset Alternative (Figure 6) envisions the existing system of the Sunset Highway, Highway 217 and 1-5 as the backbone of the system, distributing fairly heavy movements onto the major east/west facilities (Highway 99W, Scholls Ferry Road, T.V. Highway) connecting to the available north/south facilities (185th, 216th/219th, Murray Boulevard, Tualatin-Sherwood Road) . As a result, major improvements, such as a widening to six lanes, are called for on the Sunset Highway, Highway 21.7, and Highway 99W through Tigard (Table 2 and Figure 9) . In addition, a new two-lane arterial is proposed to accommo- date north/south movements in Southwestern Washington County connecting Highway 99W at Edy Road with Scholls Ferry Road (see Attachment B) . The Bypass Alternative envisions a splitting of the circumferential movement between Highway 217 and a new four-lane arterial Bypass connecting 1-5 with the Sunset Highway in Western Washington County (Figure 7) . Traffic is then distributed more evenly along the east/west arterials for local access. As a result of this alterna- tive concept, smaller-scale improvements to the Sunset Highway, Highway 217 and Highway 99W and possibly Tualatin-Sherwood/Edy Road are proposed (Table 2 and Figure 10) , but additional improvements to 1-5 (1-205 to Norwood) and the Bypass facility itself would be needed. D. Internal Movements Both alternatives require a series of common improvements (Table 1 and Figure 8) to the rest of the system in order to support the basic concepts and ensure adequate arterial 6 operations. These proposed improvements will be required regardless of whether the Sunset/217 Alternative or Bypass Alternative is chosen as the preferred method of solving the transportation problems in the corridor. - 7 - Z. S ,,ay 7 t I / �.�—��" 1 y l `. \D :F`- ` T .--''j'–"--rt""••r.r `° "T�.�` *- t � '- nat, p • - ; cwnNws • �L O 3 P` ppyi Gtr -'.� C." 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MOVEMENT FIG, 7 1 .., ; study SYSTEM CONCEPT - 13 - jr �tCl=! R\� - .r 1 , 7 V. dil • • . , • • • 141 Corridor . • • • Study / • 1 TABLE 1 PROPOSED HIGHWAY PROJECTS COMMON TO BOTH 217/SUNSET AND BYPASS ALTERNATIVES Facility Proposed Improvement Status Sunset Highway Canyon Road —Vista Ridge Tunnel Add westbound climbing lane In RTP Canyon Road/Highway 217 Widen to six lanes Proposed Additic Zoo interchange Add westbound on-tamp to Sunset Proposed Additic Highway 217 Sunset - Walker Add southbound auxiliary lane Proposed Additic 1-5 1-405 to Terwilliger Add southbound climbing lane Proposed Additic Terwilliger 'to Multnomah Improve northbound curve and weave Proposed Additic Highway 99W - Highway 217 Widen to six lanes In RTP Carmen Drive - Nyberg Add auxiliary lanes Proposed Additic Haines Interchange Reconstruct In RTP Barbur Boulevard Over tunnel.'to Hamilton Add southbound travel lane Proposed Additic Hamilton Intersection Redesign In RTP Hamilton - Beaverton-Hillsdale/ Capitol Add southbound travel lane Proposed Additic S.W. 26th 49th Add continuous turn lane (CTC) Proposed Additic Barbur/49th/I-5/Taylors Perry Improve circulation and geometry Proposed Additic Highway 99W ..S. *end of viaduct - Tualatin Road TSM Proposed Additic Six Corners Intersection Realignment Proposed Additic Baseline Road 158th - Brookwood Widen to four lanes Proposed Additic 216tM219th ' Proposed Additic T.V. Highway - Cornell Improve to urban arterial (two lanes with turn lanes) Cornelius Pass Road Cornell - Rock Creek Widen to four lanes In RTP Baseline/216th/219th Intersection Realign Proposed Additic 231st/234th Baseline - Cornell Improve to urban arterial (two Proposed Additic lanes with turn lanes) Taylors Perry Road Near 'Oleson- Connect to Oleson Proposed Additic Tualatin Valley Highway Murray - 185th TSM (see Attachment C) Proposed Additi, 15 TABLE 1 (continued) Facility Pressed Improvement . Status TUlors Perry_@ Boones Prohibit left turns Proposed Additic Taylors Ferry Macadam - Terwilliger Complete westbound climbing lane Proposed Additic Terwilliger.- Spring Garden Minor improvement Proposed Additic Spring'Garden - Barbur Minor improvement Proposed Additic (see Attachment D) Murray Boulevard Ext. to Gaarde New facility and upgrade Proposed Additic RRxing @ Terman Widen to four lanes Proposed Additic T.V. Highway - Allen Widen and improve intersections Proposed Additic with T.V. Highway and Farmington Capitol Highway Barbur - Terwilliger Add westbound .climbing lane Proposed Additic Boones Ferry Road Tualatin River Bridge area Widen to three lanes Proposed Additic Cornell Road Barnes - Murray Minor widening/improve intersections Proposed Additic Leahy - Barnes Add continuous turn lane Proposed Additic Scholls Ferry Road 217 - Sorrento TSM and turning lane In RTP Bypass, - Murray Widen Proposed Additio Farmington Road Murray - 185th Widen to four lanes Proposed Additio Hall Boulevard f Scholls Ferry - Greenburg Widen to ,4/5 lanes Proposed Additio Greenburg --Durham Road Improve to urban arterial (two Proposed Additio lanes with turn lanes at intersections) Greenburg Road Hall - Highway 217 Widen to 4/5 lanes Proposed Additio Durham Road Hall - 72nd Improve to urban arterial (two Proposed Additio lanes with turn lane) Kerr Road Boones Ferry to PCC Minor improvements (turn lanes, Proposed Additio. etc.) 4851C/446-2 - 16 - �j 0 - w�frwwitai two . • I �M c R Auxiliary IsM �s 218th/218th alignment L — < ML Mr � w p R. Akft • R • 14W 0 � � � e eno • "'�'� ""`" Auxiliary Ian** r r •• N NOW� N ( f X C-PW N' < Aft 8lanee r F X • 186th alignment < 0 7 • { ak �� sw • e�w igar (y .V, i ikn k • MTN ` h ! r N i 4 Ian* arterial ! (genera fled align�m*nt) �! KI ci ,o �. {✓ >r utham • Q or k . ! Tualati as `•• • " W%AuxUkry Ian** Wim..__. r. LEGEND !!••!•• New highway oonetruotion ////. Highway Widening aauulrur TW Improv*mente krttrohange Improvemente ' • .« wl ile � "� 1 1 Southwest PROPOSED PROJECTS FOR Study°T BYPASS ALTERNATIVE FIC. 10 - 18 - TABLE 2 PROPOSED HIGHWAY PROJECT DIFFERENCES BETWEEN 217/SUNSET AND BYPASS ALTERNATIVE f r 217/Sunset Bypass Alternative Alternative Sunset Highway Highway. 217 to Cedar Hills Boulevard Widen to six lanes No improvement beyond RTP Cedar Hills Boulevard - Murray Widen to six lanes Add auxiliary lanes Murray -,185th Widen to six lanes No improvement beyond RTP i Highway 217 Sunset .- Walker Add southbound Add southbound auxiliary lane auxiliary lane Beaverton-Hillsdale Highway - Greenburg Widen to six lanes Add auxiliary lanes Greenburg - Highway 99W Widen to six lanes Widen to six lanes Highway 99W - I-5 Widen to six lanes Add auxiliary lanes Interchanges at Beaverton-Hillsdale Design differences Design differences Highway, Hall Boulevard, Greenburg Road, may exist between may exist between Highway 99W, and 72nd Avenue alternatives alternatives I-5 I-5/Highway 217/Kruse Way Interchange Design differences Design differences may exist between may exist between alternatives alternatives I-205 to Norwood Interchange No improvement Add auxiliary lanes Norwood Area Interchange No improvement Construct Highway 99N I-5 to Highway 217 Widen to six lanes TSM channelization Highway 217 Interchange Design, differences Design differences may exist between may exist between alternatives alternatives Highway 217 to Main Street Widen to six lanes TSM Tualatin-Sherwood/Edy Road Boones Ferry - Edy Widen to 4/5 lanes Widen to 3/4 lanes Edy - Highway 99W Widen to 4/5 lanes Widen to 3/4 lanes Highway 99W Intersection Design .differences Design differences may exist between may exist between alternatives alternatives Western Bypass Norwood Interchange - Edy No improvements New 4 lane arterial Edy - Highway 99W No improvements, New 4 lane arterial 99W - Scholls Ferry Road two lane arterial New 4 lane arterial with turn lanes Scholls Ferry Road - T.V. Highway No improvements New 4 lane arterial 4851C/446-3 -•19 - III . Next Steps in the Study Metro, local jurisdictions, and ODOT- staff will commence a cost and impact evaluation of the approved alternatives. The following criteria will be compared for the two identified alternatives in the next phase of the Southwest Corridor Study: A. Overall system performance and costs for the total package of improvements in each alternative, including accessi- bility to jobs and shopping opportunities, travel time and distance characteristics, transit coverage and accessi- bility and generalized total cost; B. More detailed cost and impact comparisons for those proposed projects which differ between the alternatives (Table 2 and Figures 9 and 10) to include: project cost, land use impacts,* neighborhood impacts, displacement, disruption,-. and impacts on the regional system perfor- mance; and co Evaluation of the impact of each alternative on potential LRT ridership. Upon completion of this phase, the Policy Advisory Committee will review the evaluation and release the information pro- duced for public review and comment. JG/gl 4851C/446-3 21 ATTACHMENT A SUMMARY OF PRELIMINARY ANALYSIS OF BYPASS TERMINI AND TAC RECOMMENDATION 1. Southern Termini Traffic . forecasts were evaluated for the following southern termini connections from 1-5 to a 185th alignment: Norwood (new interchange) ; and Stafford and Boeckman (new interchange) . The resulting analysis indicates that only the Norwood connection adequat6ly .provides .the bypass function intended. Specifically, .west of 1-5, the Norwood alternative attracted approximately 1,250 p.m. peak-hour vehicle trips in each direction. These trips are removed from Durham Road (-250) , Tualatin/Sherwood Road (-425) , Highway 217 (-150) , as well as. a multitude of other routes compared to RTP volumes. The Stafford connection to the bypass performs noticeably less well than Norwood -- attracting only about 1,000 p.m. peak-hour Vehicle trips (20 percent less than Norwood) west of 1-5 and providing. only one-half as much relief to Durham Road (-125) , an insignificant diversion from Tualatin/Sherwood Road (-50) and about the same degree of relief to Highway 217 '(-150) compared to RTP volumes. Boeckman performs about 10 percent less well than Stafford. As a result of the foregoing analysis, the TAC recommends that, barring any fatal flaw in the feasibility of the Norwood area connection, the Norwood interchange be the only southern terminus carried forward in the Bypass Alternative. A concept .and preliminary analysis design for this interchange is being developed by ODOT. 2. Northern Termini Three northern termini connections at the Sunset Highway from a Norwood connection were examined: Murray, 185th, and 216th/219th. Preliminary analysis indicates that a close-in alignment (Murray) alone would attract p.m. peak-hour volumes that are patently unworkable in the area north of Allen Boulevard, requiring eight-lane crass-sections and possible overpasses at Farmington and T.V. Highway. The other two alternatives, 185th and 216th/219th, attract comparable volumes to each other and are equally valid at this preliminary stage of the analysis. As a result, the TAC recommends that both the 185th and 216.th/219th generalized alignments be. carried forward in the study pending a more detailed examination of impacts, feasbility and cost. 23 3. Bypass Characteristics The .traffic analysis indicated that a two-three lane bypass facility was inadequate to carry the travel volumes associated with the Bypass Alternative. In addition, a freeway-type facility was found to be unwarranted in that the additional speed and capacity was not necessary to adequately serve the forecast volumes. As a result, a four-lane arterial facility with appropriate intersection treatments was deemed by the TAC as the most appropriate design characteristic of the Bypass facility. 4851C/446-3 - 24 - ATTACHMENT B A new two-lane arterial facility connecting Highway 90W at Edy Road with .Scholls Ferry Road is proposed in the 217/Sunset' Alternative as a result of a traffic analysis which showed: that the traffic demand for north/south movements in this area exceeded the limited capacity and inadequate geometry of the currently available rural facilities; * that construction of a new arterial to serve this demand also provided marginal relief to Highway 217 (Scholls Ferry-Highway 99W) , 121st/Gaarde/135th/Walnut, the Murray extension and Durham Road west of Hall Boulevard; and reduced interchange volumes at the Highway 99W/Highway 217 interchange, which is identified as requiring major improve- ment in both alternatives. 4851C/446-2 25 ATTACHMENT C T.V. HIGHWAY ANALYSIS AND TAC RECOMMENDATION (MURRAY-185th) The common recommended improvement in both alternatives in this section ' Is to not widen T.V. Highway to six lanes and to instead improve Farmington Road and Baseline Road to four lanes in this area. A number of alternatives were examined to determine an improvement strategy for the T.V. Highway Corridor. They consisted of: * -1) widen T.V. Highway to six lanes; 2) widen T.V. .Highway to six lanes and improve Farmington and Baseline to four lanes; and 3) -improve Farmington and Baseline to four lanes and .not improve T.V. Highway. T.V. Highway is not expected to operate At an acceptable level of service in any of. the three alternatives. Traffic demand in this corridor is very high and T.V. Highway is the most direct east-west facility serving the area. Projected 2005 ' traffic volumes on the segment between 185th and Murray will cause it to operate at or above capacity regardless of whether T.V. Highway is four or six lanes. Farmington and Baseline operate at or near capacity in the RTP scenario and will require additional capacity to operate at an acceptable level of service. Widening T.V. Highway would reduce volumes on Farmington and Baseline, but not enough to negate the requirement for additional capacity. Also, if .T.V. Highway is widened to six lanes,, excessive volumes are attracted to Murray Boulevard between Farmington and T.V. Highway, causing Murray to operate at level of service "F.* 4851C/446-3 26 ATTACHMENT D a' OUTSTANDING ISSUES BEYOND SCOPE OF SOUTHWEST CORRIDOR STUDY As a result of the analysis- performed as part of the Southwest Corridor Study, several outstanding issues were identified that require further analysis outside the scope of the Southwest Corridor Study effort: 1. Circumferential travel movement issues in the Close-in Southwest affecting the Sellwood Bridge (improvement or construction of an additional Willamette River crossing) , Macadam Avenue, Taylors Ferry Road, Terwilliger Boulevard, and other street connections to I-5 and Barbur Boulevard (Spring Garden, etc. ) ; 2. Western radial and internal movements north of the Sunset Highway using Barnes Road and Cornell Road; and 3. Local circulation and access capacity in the Wilsonville area connecting to .I-5. With the decision that a new Boeckman Road interchange with I-5 is not suitable as a connection to the Western Bypass facility, the question of whether Wilsonville can be cost-effectively served by improving the existing I-5 interchanges at Stafford and Wilsonville Road or requires a new interchange at Boeckman Road is more appropriately handled through ODOT and Wilsonville as the impact on the regional system outside of the immediate I-5 section is negligible. When the appro- priate solution is determined, the RTP should be amended accordingly. 4. Tigard Triangle circulation improvements and connections to Highway 99W and I-5 via the Haines Road interchange. 4851CJ446-3 27 _, December 12, 1985 Mr.Rick Gustafson Executive Officer Metropolitan Service District 527 S.W. Hall Portland, Oregon 97201-5287 RE: Washington County Transfer Center Tigard Site Dear Rick, I am writing as chairman of Tigard' s Transportation Advisory Committee. I was directed by the committee to notify you of our concerns regarding the selection of the Hunziker site in Tigard as a potential location for Washington County' s Garbage transfer center. Our commmittee discussed this issue at its December 5th meeting and unanimously agreed that the traffic situation in this area makes this site a most inappropriate location. The members of my committee asked me to stress that we support a rational approach to dealing with the garbage problem in Washington county, and that the concept of a transfer center appeared to be a good one. We also agreed that we are not opposed to having the center in Tigard, however we felt that the selection of the site should be made on a rational basis and that the Transfer Advisory committee not only did not utilize its own standards in recommending the Tigard site but it seriously breached any semblance of appropriate procedural process in making the decision that it made concerning the Tigard site . From the information that we have concerning this matter it appears that the advisory committee succumbed to pressure to abandon the sites that it initially selected using the standards that it so carefully selected and jumped into the Tigard location without any intention to listen to the citizens of Tigard. In fact, it is our understanding that the committee had no intention of holding a public meeting in Tigard, that only two of the members of the committee showed up for the meeting that was demanded, that the staff of metro stated that they were going to pay no attention to the information that they received at that meeting, and that the two members of the committee who did attend the meeting were not even present or heard when the committee voted. It is also our understanding that the committee and the staff did not gather sufficient information about the Tigard site to enable them to make a rational decision. It is for this reason that our committee wishes to provide you with the following information concerning the traffic situation surrounding the Hunziker road site: First of all, as I am sure you are aware, because of its location, Tigard is at the focal point of a number of major travel routes in Washington county and the Portland metropolitan area. Because of this, traffic congestion is a major problem in Tigard; everywhere in Tigard. Mr. Rick Gustafson December 12, 1985 Page 2 Because of the congestion on the major thoroughfares there is also a serious conflict between local traffic and through traffic. As you are aware, Metro' s transportation staff has predicted that the local traffic in Tigard is going to more than double in the next twenty years and that traffic on the major routes is going to increase significantly as well. Mr. Ed Hardt, Metro Region Engineer for ODOT, has stated that all three state highways in the area (1-5, 99W, 217) are presently, or soon will be, operating at capacity levels. Highways 217 and 99W are experiencing current problems and are expected to have much more severe problems in the future. The major problem that the committee identified with this location is the extreme difficulty with access onto 217 both north and south bound. According to information that we received from the Oregon Department of Transportation, the projected large truck traffic from the transfer site would alone be more than the maximum desirable volume for the ramps to carry with the current number of lanes and configur- ation. In addition, the north bound entrance from 72nd onto 217 is a substandard grade entrance, involves a very tight 180 degree curve and has a minimum of room for acceleration onto 217 . Because of its close proximity to the 1-5 interchange and the northbound exit from 217 onto 72nd, there is a great deal of traffic in that lane making it extremely difficult for a vehicle to enter onto 217 northbound safely. The southbound entrance from 72nd onto 217 is also the exit lane from 217 onto 1-5 southbound. Any vehicle trying to enter at this location has to weave through the traffic exiting 217 . In addition, since the end of 217 is only a few hundred yards away, the traffic is frequently stopping for the lights . Any vehicle that wants to take the northbound 1-5 entrance from 72nd has to weave through the southbound traffic, cross three lanes, and watch for the traffic signals. Since all of the large transfer trucks would be taking this route to go to the St. John's landfill, it would be adding a major safety problems to this interchange. Hunziker road itself is a two lane road with steep hills at both ends and a sharp S curve at the southeastern end. This hill is very difficult to maneuver in bad weather. At the northwestern end of Hunziker, at the corner of Hall Blvd. , is a day care center and a light that takes two full minutes to cycle. The intersection is very small and consists of a convoluted shape. Hall Blvd to the left is a narrow, winding road with a great deal of traffic. Since it is a major route for high school children bicycling and walking to the high school located at Hall and Durham roads and there are no shoulders or bike lanes it is already a major safety problem for the City. Hall Blvd to the right from Hunziker leads to 99W. The light at Hall and 99W has no left turn lanes, cycles at 120 seconds, and is one of the major causes of traffic congestion on 99W. The traffic Mr. Rick Gustafson December 12, 1985 Page 3 signalization on 99W is poor at best and the traffic through Tigard is congested all day long. The left turn traffic off of 99W onto Hall has a major impact on that through traffic by extending the length of the red time and disrupting the flow of through traffic. The interchange at 72nd and Hunziker is also a problem. There are four lights on 72nd at 217 that are traffic activated. There is a very short space between them and a high possibility for a "gridlock" type situation arising; especially when a large truck is trying to turn right from 72nd onto Hunziker. There is also a school on this corner, and there are between 75 and 100 children who walk to school daily. Another potential problem with this intersection is the fact that the Tigard Triangle is slated for major development in the next few years and the traffic impact from the expected development will create an unacceptable level of traffic to those roads by itself. When Metro' s staff members presented their preliminary traffic impact figures for this location they seemed to indicate that they felt that since the increased volume of traffic would only be a small percentage of the traffic already using these roads it would have a negligible impact. We would like to state that this thinking is erroneous. The facts are that the area is already over burdened and dangerous. Adding 600 more trips per day, including over 200 large trucks, is going to make the situation untenable. In conclusion the Tigard Transportation Advisory Committee, and the citizens of Tigard, request that you, Metro council, and the Transfer Advisory committee, reconsider the decision to include the Hunziker site as a possible location for the Garbage Transfer Center. We suggest that you use the criteria that the committee so carefully drew for making a rational selection of the most appropriate site and that you utilize the appropriate procedures for making the decision. Thank you. Sincerely, THOMAS J. SULLIVAN Chairman, Tigard' s Transportation Advisory Committee cc : Metro Council Tigard City Council's Tigard Times Regal Courier The Oregonian