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R Street Corridor Study_Final
R Street Corridor Study 2/3/2020 Page 1 of 10 Date: February 3, 2020 To: City of Auburn From: KPFF Consulting Engineers Subject: R Street SE Corridor – Conceptual Design and Analysis OVERVIEW AND PURPOSE This study is focused on the R Street SE Corridor from 17th Street SE to the White River (approximately the 41st Street SE alignment). The corridor provides a key north south connection between Auburn Way South/SR164 and Lakeland Hills, Lake Tapps, and other areas in north Piece County. (Figure 1). Currently, the R Street SE Corridor experiences heavy congestion during the AM and PM peak hours. Long queues from intersections at Howard Road (west leg), 21st Street SE and 29th Street SE create congestion that at times, has been observed to back up onto SR 164/Auburn Way South. R Street SE is classified as a minor arterial and has a posted speed of 35 MPH. There is one lane in each direction with left- turn lanes for various intersections, sidewalks, and bike lanes throughout the existing corridor. The City of Auburn has requested a conceptual level design and analysis to identify and evaluate corridor and intersection improvements along R Street SE to address congestion issues while also considering safety and accessibility to neighborhoods along the corridor. Additionally, the City of Auburn has requested a conceptual level design and analysis of intersection improvements for M Street SE and 29th Street SE to address additional congestion issues. This memo includes a brief summary of the identified issues, identification and evaluation of alternatives, and presentation of a preferred alternative with sequencing recommendations. Additional information regarding stormwater management considerations, costs, and right-of-way needs are included as appendices. Figure 1 – Study Area R Street Corridor Study 2/3/2020 Page 2 of 10 ASSUMPTIONS · The project limits are on R Street SE from Howard Road (to the west of R Street SE) to the White River bridge. No modifications will be made to the existing bridges at either end of the corridor. · Since the posted Speed is 35 MPH, per current design standards, the design speed is 45 MPH. Reduced design speed may be considered with future detailed design. · To determine the thickness for the pavement and base course required for the cost estimate, medium soil conditions are assumed. · Based on input from the City of Auburn, the projected traffic in 2040 was assumed to have a 1% growth rate from existing traffic counts. · Property acquisition cost is split into separate categories; partial and full takes. The cost of partial takes were estimated at $20 per square foot based on the average property values surrounding R Street SE. The cost was derived from the assessed property values from King County, then increased to account for variations between assessed values and market value (roughly 20%). The cost of full takes were estimated at $40 per square foot to account for relocation and administrative costs. · Itemized costs are determined from WSDOT and City of Auburn bid tabulations from 2017-2019 in the Northwest Region. TRAFFIC ANALYSIS (NO BUILD) The existing and future levels of service at project intersections and corridor segments were analyzed and compared against the City’s level of service standards. The City’s Comprehensive Transportation Plan adopted the following level of service standards relevant to this study: Table 1 – Level of Service Standards R Street Corridor LOS D Stop Controlled Intersections D Signalized Intersections (arterial/non-arterial) D Signalized Intersections (arterial/arterial) E* Roundabout Intersections D * for a maximum of 30 minutes. Table 2 - Level of Service (No Build) Corridor LOS Intersection LOS R St SE – Howard Rd to Lake Tapps Pkwy R/21st R/29th R/Howard M/29th Existing B (Northbound), B (Southbound)1 F* F* F* C Future B (Northbound), C (Southbound)2 F* F* F* F* 1 In 2014 per City Comprehensive Plan 2 In 2035 per City Comprehensive Plan * Indicates City LOS standard not met. R Street Corridor Study 2/3/2020 Page 3 of 10 The corridor LOS under a no-build condition meets the City of Auburn’s Level of Service Standards for both existing and future conditions. However, not each of the intersections in the R Street corridor meet the City of Auburn’s Comprehensive Transportation Plan Level of Service Standards. The existing LOS for R Street SE and 21st Street SE is F and the future LOS is F with no changes to the existing intersection configuration. This does not meet the City of Auburn’s Level of Service Standards. This indicates that intersection improvements must be made to meet the city’s Level of Service Standards for existing and future conditions. The existing LOS for R Street SE and 29th Street SE is F and the future LOS is F with no changes to the existing intersection layout. This does not meet the city’s Level of Service Standards. Therefore, with no changes or modifications to this intersection the delay at the intersection is too long to be acceptable in the City of Auburn and requires intersection improvements. The existing LOS for R Street SE and Howard Road is F and the future LOS is F with no modifications to the existing intersection layout. This does not meet the city’s Level of Service Standards and requires intersection improvements. The existing LOS for M Street SE and 29th Street SE is C and the future LOS is F with no changes to the intersection. The current LOS for M Street SE and 29th Street SE does meet the City of Auburn’s Level of Service standards. However, the future LOS assuming 1% traffic growth does not meet the city’s standards and requires intersection improvements. CORRIDOR ALTERNATIVES Three corridor alternatives were developed and analyzed that would re-channelize, re-configure, and/or widen the R Street SE Corridor. All of the alternatives assume 11’ vehicle lanes with 8’ sidewalks and 5’ bicycle lanes on each side of the road. The alternatives also include the existing northbound right-turn and southbound left-turn lanes for access to and from Game Farm Park. In order to discuss and evaluate the alternatives, the corridor can be split into two segments: north and south as follows: South Segment: For all three alternatives, the roadway from 37th Way SE to 29th Street SE could be re-channelized between the existing curb lines to provide the alternative roadway sections without any widening. The re-channelization could be done with or without a grind and overlay of the existing pavement. Per the City’s 2019 pavement condition survey, as of August 2019, the pavement condition index (PCI) of the corridor in the south segment ranged from the low 70’s to the high 50’s, which indicates that a grind and overlay in the near future would be a reasonable asset management approach to prevent the roadway from falling into poor condition, thus requiring a much more costly full-depth pavement replacement. The grind and overlay would trigger the requirement to upgrade 16 curb ramps on the corridor to meet current ADA standards. Additionally, damaged sidewalks and curbs would be replaced with the grind and overlay of the roadway. North Segment: North of 29th Street SE, widening of the roadway (and right of way acquisition) would be required for all alternatives. Except the south leg of the R/29th intersection, this analysis, assumed any corridor widening would be centered on the existing ROW and would therefore require sidewalks, curbs, and gutters to be replaced on both sides of the road. Because of this work, a full grind and overlay was assumed in existing pavement areas. On the south leg of the R/29th intersection, the improvements were moved as far east as possible to maximize the use of City property along the east side of the road. This helped reduce the private property needed on the west side of the road (avoiding a potential full-take and relocations). Since the property along the west side of the roadway is City of Auburn Parks Property, additional coordination and discussion is recommended with the Parks Department to further evaluate this approach. R Street Corridor Study 2/3/2020 Page 4 of 10 Corridor Alternative 1 – Two southbound through lanes Corridor Alternative 1 would add a second southbound lane to R Street SE from Howard Road to 37th Way SE. This additional lane would help address significant congestion that occurs during PM peak hours. Corridor Alternative 2 – Two-way left turn lane (TWLTL) Corridor Alternative 2 would add a two-way left turn lane to R Street SE from Howard Road to 37th Way SE. This lane would improve access to and from neighborhoods and parks along the corridor. It would also reduce or eliminate queuing in the southbound or northbound through lanes caused by vehicles waiting to find gaps to make left turns. At the intersections of 29th and 21st, the TWLTL is changed to a left-turn only lane. Corridor Alternative 3 – Combination of 2 southbound lanes and two-way left turn lane (TWLTL) Corridor Alternative 3 is a combination of alternatives 1 and 2 and includes two southbound through lanes from Howard Road to 33rd Street SE. From 33rd Street SE to 37th Way SE the second southbound through lane is dropped and a two- way left turn lane is added. This option allows for improved mobility during the peak hour through the most congested intersections in the corridor and improved accessibility to neighborhoods on the south side of the corridor. INTERSECTION ALTERNATIVES Intersection Alternative – Howard Rd/R Street SE As shown in Figure 2, Howard Rd intersections R Street SE at two locations. Howard Rd intersects R Street SE from the west approximately 125 feet south of the Auburn Way South bridge over R Street SE. This section of Howard Rd serves as a connection ramp from southbound Auburn Way South to R Street SE. From the east, Howard Rd intersects R Street SE at 21st Street SE, approximately 525 feet south of the west leg of Howard Rd. This study analyzed the two intersections separately and refers to the north intersection of Howard Road and R Street SE as the Howard Rd/R Street SE Intersection and the south intersection as the 21st Street SE/R Street SE Intersection, as shown on the figure below. Figure 2 – Howard Road Intersections During the PM peak, the eastbound Howard Rd to southbound R Street SE movement experiences very high volumes (724 vehicles per hour). Because this movement is stop-controlled, significant congestion has been observed that has backed up traffic from eastbound Howard Rd to eastbound Auburn Way South. The backup problem on Howard Rd west of R Street SE is compounded by congestion on southbound R Street SE that often backs up from 29th Street SE to Howard Rd. The other movements at the intersection are relatively light. R St SE North R Street Corridor Study 2/3/2020 Page 5 of 10 Intersection Alternative – 21st Street SE/R Street SE The 21st Street SE and R Street SE intersection alternatives address the current and future LOS issues with the existing intersection configuration. This intersection is currently stop-controlled on two legs (Howard Rd and 21st St SE) and experiences significant delay during AM and PM peak hours. Delay at this intersection is also compounded by congestion that backs up from R Street SE and 29th Street SE. Figure 3- 21st Street SE and R Street SE Intersection The first traffic signal option for R Street SE and 21st Street SE maintains the NB and SB through lanes on R Street SE and adds left-turn pockets on each approach of R Street SE. Additionally, a right-turn pocket is added to 21st Street SE. The primary changes to this alternative is adding signals, illumination, left-turn pockets on R Street, and a right-turn pocket on 21st Street. The second traffic signal option for R Street SE and 21st Street SE includes an additional SB through lane on R Street SE, left-turn pockets on each approach of R Street SE, and a right-turn pocket on 21st Street SE. The primary change from the first traffic signal option is an additional SB through lane on R Street SE in addition to signalization and additional turn lanes. The first roundabout option at R Street SE and 21st Street SE includes a reconfiguration of the intersection by adding a single-lane roundabout. This alternative would be compatible with either corridor alternatives, TWLTL or 2 SB lanes. The second roundabout option at R Street SE and 21st Street SE includes a multi-lane roundabout with two-legs in the SB direction and one leg for every other approach. This intersection is compatible with the two SB lane corridor alterative on R Street SE. Intersection Alternative – 29th Street SE/R Street SE The R Street SE and 29th Street SE intersection alternatives address existing LOS and delay problems with the existing intersection configuration. Congestion from this intersection currently backs up traffic from R Street SE and 29th Street SE to the west leg of Howard Road and onto SR 164/Auburn Way South. The following intersection alternatives analyzed provide LOS improvements and delay reductions to help mitigate the existing congestion at this intersection and throughout the R Street Corridor. R Street Corridor Study 2/3/2020 Page 6 of 10 Figure 4- R Street SE and 29th Street SE Intersection The first traffic signal alternative for R Street SE and 29th Street SE maintains the existing intersection lane configuration. The second traffic signal alternative for R Street SE and 29th Street SE includes two SB through lanes on R Street SE, maintaining left-turn pockets for all approaches, and a new right-turn pocket on the NB approve on R Street SE. The first roundabout alternative includes a reconfiguration of the intersection by adding a single-lane roundabout. The second roundabout alternative includes a reconfiguration of the intersection by adding a multi-lane roundabout. This includes two SB approaches on R Street and one approach for all other legs of the roundabout. Intersection Alternative – 29th St SE/M St SE The M Street alternatives addresses the intersection at M Street and 29th Street SE. This intersection was recently re- channelized to include additional turn-lanes and is currently stop controlled. 29th Street SE is used as a connection from R Street to A Street, which serves as a route to downtown Auburn and various freeway accesses. M Street is also used as a bypass for R Street to avoid congestion during peak hours. Due to traffic at this intersection the M Street alternatives include signalization of M Street and 29th Street or converting the intersection to a single-lane roundabout. The traffic signal option for M Street and 29th Street SE maintains the existing channelization. The primary change for this intersection would be adding signals and illumination. All lane widths and cross-sectional characteristics would remain the same. The roundabout alternative involves a complete reconfiguration of the intersection due to ROW constraints. For both the signal and roundabout options, rather than tapering the left turn lanes on 29th Street between R Street and M Street, a TWLTL will be added. TRAFFIC ANALYSIS (ALTERNATIVES) Table 4 summarizes the level of service traffic analysis results for combinations of various intersection and corridor alternatives. The LOS is for the year 2040, with an assumed growth rate of 1%, provided by the City of Auburn. The full traffic analysis conducted by Fehr and Peers is included in Appendix A. R Street Corridor Study 2/3/2020 Page 7 of 10 Table 4 - 2040 Alternatives Level of Service Corridor LOS Intersection LOS 17th St SE to White River 21st Traffic Signal 21st Roundabout1 29th Traffic Signal 29th Roundabout1 Howard Rd (west leg) R St Alternative 1 B (Northbound), C (Southbound) B A (ML) D A (ML) N/A R St Alternative 2 B (Northbound), F (Southbound) C A (SL) F E (SL) N/A R St Alternative 3 B (Northbound), C (Southbound) B A (ML or SL) D A N/A Howard Rd (west leg)/R ST N/A N/A N/A N/A N/A A M St N/A N/A N/A C A (SL) N/A 1 Single lane roundabout = SL, Multilane roundabout = ML TRAFFIC SIGNAL WARRANT ANALYSIS A traffic signal warrant analysis was conducted for R Street SE/21st Street SE and M Street SE/29th Street SE since they are both currently stop-controlled. Traffic signal control is warranted at both intersections evaluated under existing conditions and for future (2040) conditions. At the R Street SE/21st Street SE intersection Warrant 2, Four-Hour Vehicular volume is met. At the M Street SE/29th Street SE intersection was found to meet Warrant 3, Peak Hour and Warrant 2, Four-Hour Vehicular volume. Based on these findings, it is recommended that the City of Auburn consider installing traffic signal or other traffic control at R Street SE/21st Street SE and M Street SE/29th Street SE. The complete warrant analysis is included in Appendix C. ALTERNATIVE COSTS Tables 5 and 6 summarize the conceptual level estimates of probable costs that were developed for combinations of various intersection and corridor alternatives and options. Details of the cost estimates are included in the study appendix. The Corridor alternatives were evaluated with options to exclude or limit pavement and or sidewalk replacements. Table 5 – R St Corridor Alternatives Cost Summary Replace Sidewalk and Pavement Replace channelization Replace Pavement and S/W as- needed Alternative 1 $6,060,400 $5,447,605 $5,667,963 Alternative 2 $5,981,200 $5,369,184 $5,564,615 Alternative 3 $6,180,400 $5,593,375 $5,713,677 The first column, “Replace Sidewalk and Pavement”, refers to the entire corridor replacement, excluding intersections. It includes replacing all sidewalk and pavement along the R St SE corridor. The second column, “Replace channelization”, includes replacing all sidewalk and pavement until 33rd St SE. After 33rd St SE this cost alternative looks at modifying the channelization in the existing roadway footprint and not touching the existing sidewalk or curb ramps. The third column, “Replace Pavement and Sidewalk as-needed”, represents replacing all sidewalk and pavement until 33rd St SE, and then R Street Corridor Study 2/3/2020 Page 8 of 10 replacing all pavement and sidewalk as-needed. This includes all curb ramps that do not meet ADA standards, adjacent sidewalk, and a grind/overlay to the existing roadway. Table 6 - Intersection Alternatives Cost Summary Signal ( 1 SB lane) Signal (2 SB lanes) Roundabout (Single Lane) Roundabout (Multi- Lane) Free Right and Stop Control Howard Rd (West Leg)/R N/A N/A N/A N/A $137,523 21st/R $1,075,502 $1,275,325 $598,000 $860,238 N/A 29th/R $905,351 $1,089,496 $1,007,730 $1,190,128 N/A 29th/M $633,370 N/A $693,995 N/A N/A The cost estimates for each intersection refers to the costs of site prep (clear/grub, remove pavement, remove sidewalk), paving, curb ramps, new sidewalk, ROW costs, soft costs, and misc. construction costs (mobilization, traffic control, etc.). Drainage costs, illumination, landscape restoration, environmental costs, and other lump sum costs are addressed in the corridor cost estimate. These costs do not change with different intersection types, so they are not included in the intersection cost break-outs. See Appendix D Engineer’s Cost Estimate for more details in the cost estimate. PREFERRED ALTERNATIVES Preferred R Street Corridor Alternative Through discussions with City staff and input provided from the City’s Transportation Advisory Board, Corridor Alternative 3 is the preferred R Street SE corridor alternative. This alternative includes a combination of two southbound through lanes along from 21st Street SE to 33rd Street SE that will more efficiently move traffic through the corridors busiest intersection (29th Street SE). South of 33rd Street SE, the second southbound lane will be replaced by a two-way left turn lane to allow for better access to local residences and improved safety. Preferred Alternative Howard Rd/R Street SE Figure 5 – Howard Rd/R St SE Preferred Alternative Through discussions with City staff, the preferred alternative is shown in Figure 5 and described as follows: reconfiguring the intersection to allow the eastbound Howard Rd to southbound R Street SE movement to be a separated free-right turn. This layout requires the addition of a second southbound lane between Howard Rd and R Street SE. Depending on the preferred alternative selected at the intersection of R Street SE and 21st Street SE and the corridor alternative selected south of 21st Street SE, this lane would either drop to a right turn only lane at 21st Street SE or continue as a second southbound lane. Preferred Alternative – 21st St SE/R St SE Through discussions with City staff, the preferred alternative for this intersection is a single lane roundabout as shown in Figure 6. The single lane roundabout alternative was selected over the multiple lane and traffic signal alternatives because it meets LOS standards, is feasible from the ROW acquisition and cost standpoint, and because it supports the objective established in the City’s adopted Comprehensive Plan regarding roundabouts: “Objective: Roundabouts, to seek air quality, safety, and capacity R Street Corridor Study 2/3/2020 Page 9 of 10 benefits by promoting the use of roundabouts over traffic signals”. The Comprehensive Plan states that intersections controlled with roundabouts are preferred over signalized intersections whenever feasible. Figure 6 – 21st St SE/R St SE Preferred Alternative The single lane roundabout was selected over the multiple lane roundabout because the LOS between the single lane and dual lane roundabout was negligible and the dual lane roundabout would have significantly more right of way impacts. These impacts would include additional acquisition from MIT and the potential relocation of fuel tanks and dispensers from the gas station on the northwest corner. Preferred Alternative – 29th St SE/R St SE Figure 7 – 29th St SE/R St SE Preferred Alternative Through discussions with City staff, the preferred alternative for this intersection is a signalized intersection as shown in Figure 7. Even though a multi-lane roundabout would have provided a higher level of service, it would have necessitated the purchase of a lower-income apartment building and relocation of its owner and tenants. This would likely be cost prohibitive and could have environmental justice issues since another option (the traffic signal) is available that would still meet City level of service standards. Preferred Combined R Street Alternative Through discussions with City staff, the preferred alternative for the corridor is shown in Figure 8. This includes adding a second SB through lane from Howard Road to 133rd Street SE. After 133rd Street SE, the additional SB lane is dropped and a two-way left turn lane is added. Figure 8 – Preferred Alternative Corridor R Street Corridor Study 2/3/2020 Page 10 of 10 Preferred Alternative – 29th St SE/M St SE Figure 9 – 29th St SE/M St SE Preferred Alternative Through discussions with City staff, the preferred alternative for this intersection is a single lane roundabout as shown in Figure 9. The roundabout alternative was selected over the signalized traffic signal because it supports the objective established in the City’s adopted Comprehensive Plan regarding roundabouts: “Objective: Roundabouts, to seek air quality, safety, and capacity benefits by promoting the use of roundabouts over traffic signals”. The Comprehensive Plan states that intersections controlled with roundabouts are preferred over signalized intersections whenever feasible. R STREET CORRIDOR PROJECT SEQUENCING AND COSTS Improvements to the R Street Corridor can separated into distinct projects that can each be constructed separately as its own standalone projects. Besides funding availability, the main consideration in sequencing the projects is that since the southbound congestion at 29th/R backs up through the 21st/R and Howard Rd (west leg)/R intersections, the improvements to 29th/R should occur prior to improvements at those intersections. If not, the intersections to the north would be improved but would still operate below LOS standards due to the backups from 29th/R. Additionally, combining the improvements to the 21st/R and Howard Rd (west leg)/R intersections into a single project that includes the segment in-between would likely maximize project delivery efficiencies and potentially increase grant scoring potential. Table 8 – R Street Project Sequencing Project Sequence Order Cost Estimate 29th/R Intersection Improvements w/2nd southbound lane from 22nd to 33rd 1st $4,963,360 21st/R and Howard Rd (west leg) /R Combined Improvements 2nd $1,360,921 R St Re-Channelization south of 33rd Street SE to include two way left turn lane (w/o grind & overlay) Any Order $587,025 R St Re-Channelization south of 33rd Street SE to include two way left turn lane (w/grind & overlay) Any Order $1,681,138 R STREET CORRIDOR STUDY ATTATCHMENTS 1. Alternative 1 – Two SB through lanes 2. Alternative 2 – TWLTL 3. Alternative 3- Combination 4. M-Street Alternatives APPENDIX A – TRAFFIC ANALYSIS APPENDIX B – DRAINAGE STUDY APPENDIX C – WARRANT ANALYSIS APPENDIX D – COST ESTIMATE R STREET CORRIDOR STUDY ATTACHMENT 1 – ALTERNATIVE 1 - TWO SOUTHBOUND THROUGH LANES © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS STUCK RIVER DRIVEORAVETZ ROAD SE 302105-9025CITY OF AUBURNAUBURN 9800229210590444020 KERSEY WAY SEAUBURN 9800229210590444020 KERSEY WAY SEAUBURN 98002"R" ST S E 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. 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R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS "R" ST SE 28TH STREET SE"S" STREET SE "R" ST SE R PL SE25TH STREET SE2405 R ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030447420-0040447420-0050788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 980022605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. SEE INTERSECTION DETAILS 1 AND 2, SHEET A1.09 "R" ST SE © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 21ST STREET SE22ND STREET SE23RD STREET SE24TH STREET SE202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 192105-9337CITY OF AUBURN1901 HOWARD ROAD 98002192105-9206HILLSIDE GARDENS PARTNERS1919 HOWARD ROAD 98002192105-9336CITY OF AUBURN1951 R ST SE 98002HOWARD ROAD1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002DONALD THOMPSON1502 28TH ST SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002302105-9040LPB INC1506 30TH AVE SE 98002TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002302105-9040LPB INC1506 30TH AVE SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig.29TH STREET SE29TH STREET SER ST SE R ST SE © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 980022015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig.21ST STREET SE21ST STREET SER STREET SE R STREET SE R STREET CORRIDOR STUDY ATTACHMENT 2 – ALTERNATIVE 2 - TWO-WAY LEFT TURN LANE © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS STUCK RIVER DRIVEORAVETZ ROAD SE 302105-9025CITY OF AUBURNAUBURN 9800229210590444020 KERSEY WAY SEAUBURN 9800229210590444020 KERSEY WAY SEAUBURN 98002"R" ST S E 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. 025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002302105-9026SEGALEAUBURN 98002734530-0160CITY OF AUBURN1612 37TH WAY SE 9800233RD ST SEPIKE ST SE 34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS SEE INTERSECTION DETAILS 1 AND 2, SHEET A2.08 RIVERWALK DRIVE SE29TH ST SE447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 9800230TH ST SE31ST ST SEPIKE ST SE "R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS "R" ST SE 28TH STREET SE"S" STREET SE "R" ST SE R PL SE25TH STREET SE2405 R ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030447420-0040447420-0050788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 980022605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS SEE INTERSECTION DETAILS 1 AND 2, SHEET A2.09 R ST SE 21ST STREET SE22ND STREET SE23RD STREET SE24TH STREET SE202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 192105-9337CITY OF AUBURN1901 HOWARD ROAD 98002192105-9206HILLSIDE GARDENS PARTNERS1919 HOWARD ROAD 98002192105-9336CITY OF AUBURN1951 R ST SE 98002HOWARD ROAD1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002DONALD THOMPSON1502 28TH ST SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002302105-9040LPB INC1506 30TH AVE SE 98002TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002302105-9040LPB INC1506 30TH AVE SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig.29TH ST SE29TH ST SER ST SE R ST SE © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS R ST SE 21ST STREET SE22ND STREET SE192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 980022015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS R ST SE 21ST STREET SE22ND STREET SE192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig.21ST ST SE21ST ST SE R STREET CORRIDOR STUDY ATTACHMENT 3 – ALTERNATIVE 3 - COMBINATION SOUTHBOUND LANES AND TWLTL © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS STUCK RIVER DRIVEORAVETZ ROAD SE 302105-9025CITY OF AUBURNAUBURN 9800229210590444020 KERSEY WAY SEAUBURN 9800229210590444020 KERSEY WAY SEAUBURN 98002"R" ST S E 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. 025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002302105-9026SEGALEAUBURN 98002734530-0160CITY OF AUBURN1612 37TH WAY SE 9800233RD ST SEPIKE ST SE 34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SEWHITE RIVER TRAIL1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. 025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002302105-9026SEGALEAUBURN 98002734530-0160CITY OF AUBURN1612 37TH WAY SE 9800233RD ST SEPIKE ST SE 34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SEWHITE RIVER TRAIL1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS SEE INTERSECTION DETAILS 1 AND 2, SHEET A3.08 RIVERWALK DRIVE SE29TH ST SE447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 9800230TH ST SE31ST ST SEPIKE ST SE "R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS "R" ST SE 28TH STREET SE"S" STREET SE "R" ST SE R PL SE25TH STREET SE2405 R ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030447420-0040447420-0050788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 980022605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS "R" STREET SE SEE INTERSECTION DETAILS 1-3, SHEET A3.0921ST STREET SE22ND STREET SE23RD STREET SE24TH STREET SE202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 192105-9337CITY OF AUBURN1901 HOWARD ROAD 98002192105-9206HILLSIDE GARDENS PARTNERS1919 HOWARD ROAD 98002192105-9336CITY OF AUBURN1951 R ST SE 98002HOWARD ROAD1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002DONALD THOMPSON1502 28TH ST SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002302105-9040LPB INC1506 30TH AVE SE 98002TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002302105-9040LPB INC1506 30TH AVE SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig.29TH STREET SE29TH STREET SER ST SE R ST SE 21ST STREET SE22ND STREET SE192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 980022015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST STREET SE22ND STREET SE192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 980022015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST STREET SE192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002MULTI SERVICE CENTER192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 980021601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig.21ST STREET SER STREET SE 21ST STREET SER STREET SE 21ST STREET SER STREET SE R STREET CORRIDOR STUDY ATTACHMENT 4 – M STREET ALTERNATIVES R STREET CORRIDOR STUDY M STREET ALTERNATIVES OVERVIEW The M Street alternatives addresses the intersection at M Street and 29 th Street SE. This intersection was recently re-channelized to include additional turn-lanes and is currently stop controlled. 29th Street SE is used as a connection from R Street to A Street, which serves as a route to downtown Auburn and various freeway accesses. M Street is also used as a bypass for R Street to avoid congestion during peak hours. Due to the increased traffic at this intersection and public opinion Alternative four includes signalization of M Street and 29 th Street or converting the intersection to a single-lane roundabout. GEOMETRICS & CHANNELIZATION The traffic signal option for M Street and 29th Street maintains the existing channelization. The primary change for this intersection would be adding signals and illumination. All lane widths and cross-sectional characteristics would remain the same. The roundabout alternative involves a complete reconfiguration of the intersection due to ROW constraints. For both the signal and roundabout options, rather than tapering the left turn lanes on 29th Street between R Street and M Street, a TWLTL will be added. TRAFFIC For Alternative one, the PM peak hour analysis results are listed below: - M Street/29th Street Signal: LOS C + M Street/29th Street Roundabout: LOS A The difference between the roundabout and signal option for LOS in 2040 is not significant. LOS C is a typical level to design to since LOS A may have larger costs associated with the design. Both options will provide acceptable LOS for the next twenty years, assuming a 1% growth rate. An in-depth traffic analysis is included in Appendix A. COST Adding a traffic signal would only have a cost for the new signals, maintenance for the future, and construction. While the roundabout alternative would incur more cost for acquiring ROW and construction costs for materials. The cost estimate is broken down following the conceptual design of the alternatives. WSDOT unit bid analysis was used to find the unit costs of most items included in the cost estimate. King County Parcel viewer was used to access right-of-way acquisition costs. M ST SE 29TH ST SE© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS M ST SE 29TH ST SE© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig.29TH ST SE"M" STREET SE 29TH ST SE"M" STREET SE R STREET CORRIDOR STUDY ATTACHMENT 5 – Project Phasing R STREET CORRIDOR STUDY APPENDIX A – TRAFFIC STUDY 1001 4th Avenue | Suite 4120 | Seattle, WA 98154 | (206) 576-4220 | Fax (206) 576-4225 www.fehrandpeers.com Memorandum Date: August 16, 2019 To: Sean Battle, PE, KPFF From: Christopher Grgich, PE, PTOE, Fehr & Peers Subject: R Street Corridor Traffic Analysis Fehr & Peers completed an operational analysis of the proposed intersection alternatives for three locations in Auburn, WA: · R Street SE/21st Street SE, · R Street SE/29th Street SE, and · M Street SE/29th Street SE. Each location considered a roundabout and signalized option for each intersection. For the R Street intersections, two alternatives for both signals and roundabouts were considered. Alternative 1 consisted of two southbound lanes at both intersections, while Alternative 2 consisted of on southbound lane through lane. Concept drawings of the alternatives are attached for reference. Methods Future (2040) traffic volumes were estimated by applying a 1-percent annual growth rate to traffic volumes collected in 2018 (provided by KPFF and attached for reference). Modeling for the signalized alternatives was completed using Synchro 10, and HCM 6 methods. Future signal timings were estimated by assuming an actuated uncoordinated system with the natural and optimized cycle length and signal splits. Modeling for the roundabout alternatives was completed using Sidra Intersection 8, and the July 2019 WSDOT roundabout modeling policy standards (attached for reference). Sean Battle, PE, KPFF August 16, 2019 Page 2 of 3 Results LOS and Delay outputs are summarized in Table 1 and Table 2, below. HCM 6 worksheets and detailed Sidra model outputs are attached for reference. Table 1: AM Peak Hour Analysis Results Scenario Intersection Worst Approach LOS Delay (s) Approach LOS Delay (s) R Street SE/21st Street SE Signal Alternative 1 C 24 NB C 26 R Street SE/21st Street SE Signal Alternative 2 B 18 SB C 26 R Street SE/21st Street SE Roundabout Alternative 1 A 8 WB B 10 R Street SE/21st Street SE Roundabout Alternative 2 A 8 WB B 10 R Street SE/29th Street SE Signal Alternative 1 C 34 EB D 43 R Street SE/29th Street SE Signal Alternative 2 D 35 EB D 43 R Street SE/29th Street SE Roundabout Alternative 1 C 25 WB F >100 R Street SE/29th Street SE Roundabout Alternative 2 C 30 WB F >100 M Street SE/29th Street SE Signal Alternative B 16 SB C 23 M Street SE/29th Street SE Roundabout Alternative A 8 WB B 10 Source: Fehr & Peers. Table 2: PM Peak Hour Analysis Results Scenario Intersection Worst Approach LOS Delay (s) Approach LOS Delay (s) R Street SE/21st Street SE Signal Alternative 1 B 17 SB B 19 R Street SE/21st Street SE Signal Alternative 2 C 26 SB C 31 R Street SE/21st Street SE Roundabout Alternative 1 A 5 EB A 7 R Street SE/21st Street SE Roundabout Alternative 2 A 6 EB B 13 R Street SE/29th Street SE Signal Alternative 1 D 37 SB D 45 R Street SE/29th Street SE Signal Alternative 2 F 85 EB F >100 R Street SE/29th Street SE Roundabout Alternative 1 A 9 EB B 13 R Street SE/29th Street SE Roundabout Alternative 2 E 67 EB F >100 M Street SE/29th Street SE Signal Alternative C 20 SB C 24 M Street SE/29th Street SE Roundabout Alternative A 8 EB A A Source: Fehr & Peers. Sean Battle, PE, KPFF August 16, 2019 Page 3 of 3 Conclusion R Street SE/21st Street SE R Street SE/21st Street SE is expected to operate at LOS C or better under all the alternatives. The signalized alternative 2 operates better than alternative 1 due to the high northbound left-turn. Under alternative 1, the northbound left-turn must cross two southbound through lanes and is not able to process as many vehicles during the permitted phase. The best operations are expected in the roundabout alternative. The roundabout with a single southbound lane is expected to operate at LOS A. R Street SE/29th Street SE R Street SE/29th Street SE will not operate at LOS D or above without the second southbound lane in either the roundabout or signalized alternative. The intersection operates at LOS D or better under the two-lane signalized alternative in both the AM and PM peak hour. The two-lane roundabout will also operate at LOS D or better, however the northbound leg is expected to operate at LOS E in the morning peak hour. The two-lane roundabout outperforms the two-lane signal in the PM peak hour, with a LOS A compared to LOS D for the signalized alternative. M Street SE/29th Street SE M Street SE/29th Street SE will operate at LOS A as a roundabout under both the AM and PM peak hour conditions, while operating at LOS B and C as a signal under the AM and PM peak hour conditions, respectively. 3UHSDUHGIRU &LW\RI$XEXUQ Traffic Count Consultants, Inc. 3KRQH )$; (0DLO 7HDP#7&LQFFRP :%('%( ,QWHUVHFWLRQ 56W6( +RZDUG5GVW6W6('DWHRI&RXQW :HG /RFDWLRQ $XEXUQ:DVKLQJWRQ &KHFNHG%\ -HVV 7LPH )URP1RUWKRQ 6% )URP6RXWKRQ 1% )URP(DVWRQ :% )URP:HVWRQ (% ,QWHUYDO ,QWHUYDO 56W6( 56W6( +RZDUG5G VW6W6(7RWDO (QGLQJDW 7 / 6 5 7 / 6 5 7 / 6 5 7 / 6 5 $ $ $ $ $ $ $ $ $ $ $ $ 7RWDO 6XUYH\ 3HDN+RXU $0 WR $0 7RWDO $SSURDFK +9 3+) 56W6( 0 %LNH VW6W6( 3HG +RZDUG5G 3HG %LNH 0 0 %LNH $0 WR $0 3HG 3('V $FURVV 16 (:3HG 1.0 PHF Peak Hour Volume ,17%LNH0 3+)+9 ,17(% ,17 &KHFN :% ,17,Q 1% ,17 2XW 6% ,1756W6(7,QW ,17%LF\FOHV)URP 1 6 ( :&RQGLWLRQV ,17,17 ,17 ,17 ,17,17 ,17,17 ,17,17 ,1712%,.(6 6SHFLDO1RWHV ,17 ,17 ,17 ,17 ,17 ,17 $8%70BD 3UHSDUHGIRU &LW\RI$XEXUQ Traffic Count Consultants, Inc. 3KRQH )$; 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Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 14 47 3 30 23 522 380 8 22 151 19 Future Volume (veh/h) 4 14 47 3 30 23 522 380 8 22 151 19 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 15 51 3 33 25 567 413 9 24 164 21 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 181 593 606 87 384 272 620 551 12 299 343 43 Arrive On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.22 0.30 0.30 0.03 0.11 0.11 Sat Flow, veh/h 230 1550 1585 18 1006 711 1781 1823 40 1781 3174 401 Grp Volume(v), veh/h 19 0 51 61 0 0 567 0 422 24 91 94 Grp Sat Flow(s),veh/h/ln 1780 0 1585 1735 0 0 1781 0 1863 1781 1777 1798 Q Serve(g_s), s 0.0 0.0 1.0 0.0 0.0 0.0 10.5 0.0 9.6 0.6 2.3 2.3 Cycle Q Clear(g_c), s 0.3 0.0 1.0 1.1 0.0 0.0 10.5 0.0 9.6 0.6 2.3 2.3 Prop In Lane 0.21 1.00 0.05 0.41 1.00 0.02 1.00 0.22 Lane Grp Cap(c), veh/h 773 0 606 743 0 0 620 0 563 299 192 194 V/C Ratio(X) 0.02 0.00 0.08 0.08 0.00 0.00 0.91 0.00 0.75 0.08 0.47 0.49 Avail Cap(c_a), veh/h 773 0 606 743 0 0 620 0 930 437 679 687 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 9.1 0.0 9.3 9.3 0.0 0.0 14.7 0.0 14.8 17.8 19.7 19.8 Incr Delay (d2), s/veh 0.1 0.0 0.3 0.2 0.0 0.0 18.1 0.0 2.0 0.1 1.8 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.3 0.4 0.0 0.0 7.5 0.0 3.7 0.2 0.9 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.1 0.0 9.6 9.5 0.0 0.0 32.9 0.0 16.8 17.9 21.5 21.6 LnGrp LOS A A A A A A C A B B C C Approach Vol, veh/h 70 61 989 209 Approach Delay, s/veh 9.4 9.5 26.0 21.2 Approach LOS A A C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 22.5 5.8 18.7 22.5 15.0 9.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 5.0 23.5 18.0 10.5 18.0 Max Q Clear Time (g_c+I1), s 3.1 2.6 11.6 3.0 12.5 4.3 Green Ext Time (p_c), s 0.2 0.0 2.0 0.2 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 23.6 HCM 6th LOS C HCM 6th Signalized Intersection Summary Alternative 2 R Street SE/21st Street SE Timing Plan: PM C. Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 12 74 162 5 24 59 40 297 2 58 842 27 Future Volume (veh/h) 12 74 162 5 24 59 40 297 2 58 842 27 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 13 80 176 5 26 64 43 323 2 63 915 29 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 123 606 568 80 186 400 281 610 4 436 1200 38 Arrive On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.04 0.33 0.33 0.06 0.34 0.34 Sat Flow, veh/h 125 1692 1585 22 518 1115 1781 1857 11 1781 3516 111 Grp Volume(v), veh/h 93 0 176 95 0 0 43 0 325 63 462 482 Grp Sat Flow(s),veh/h/ln 1817 0 1585 1655 0 0 1781 0 1868 1781 1777 1850 Q Serve(g_s), s 0.0 0.0 4.2 0.0 0.0 0.0 0.8 0.0 7.5 1.2 12.2 12.2 Cycle Q Clear(g_c), s 1.8 0.0 4.2 2.0 0.0 0.0 0.8 0.0 7.5 1.2 12.2 12.2 Prop In Lane 0.14 1.00 0.05 0.67 1.00 0.01 1.00 0.06 Lane Grp Cap(c), veh/h 729 0 568 665 0 0 281 0 614 436 606 631 V/C Ratio(X) 0.13 0.00 0.31 0.14 0.00 0.00 0.15 0.00 0.53 0.14 0.76 0.76 Avail Cap(c_a), veh/h 729 0 568 665 0 0 374 0 797 506 758 789 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.4 0.0 12.2 11.5 0.0 0.0 12.0 0.0 14.4 10.9 15.5 15.5 Incr Delay (d2), s/veh 0.4 0.0 1.4 0.5 0.0 0.0 0.3 0.0 0.7 0.2 3.6 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 1.5 0.7 0.0 0.0 0.3 0.0 2.9 0.4 4.8 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.8 0.0 13.6 12.0 0.0 0.0 12.2 0.0 15.1 11.0 19.0 18.9 LnGrp LOS B A B B A A B A B B B B Approach Vol, veh/h 269 95 368 1007 Approach Delay, s/veh 13.0 12.0 14.8 18.5 Approach LOS B B B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 23.4 7.5 21.8 23.4 6.8 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.9 5.1 22.5 18.9 5.1 22.5 Max Q Clear Time (g_c+I1), s 4.0 3.2 9.5 6.2 2.8 14.2 Green Ext Time (p_c), s 0.4 0.0 1.5 0.9 0.0 3.8 Intersection Summary HCM 6th Ctrl Delay 16.5 HCM 6th LOS B HCM 6th Signalized Intersection Summary Alternative 2 R Street SE/21st Street SE Timing Plan: AM C. Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 14 47 3 30 23 522 380 8 22 151 19 Future Volume (veh/h) 4 14 47 3 30 23 522 380 8 22 151 19 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 15 51 3 33 25 567 413 9 24 164 21 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 155 508 519 75 329 233 692 727 16 320 235 30 Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.28 0.40 0.40 0.03 0.14 0.14 Sat Flow, veh/h 230 1550 1585 19 1005 711 1781 1823 40 1781 1625 208 Grp Volume(v), veh/h 19 0 51 61 0 0 567 0 422 24 0 185 Grp Sat Flow(s),veh/h/ln 1780 0 1585 1735 0 0 1781 0 1863 1781 0 1833 Q Serve(g_s), s 0.0 0.0 1.2 0.0 0.0 0.0 13.8 0.0 9.7 0.6 0.0 5.3 Cycle Q Clear(g_c), s 0.4 0.0 1.2 1.3 0.0 0.0 13.8 0.0 9.7 0.6 0.0 5.3 Prop In Lane 0.21 1.00 0.05 0.41 1.00 0.02 1.00 0.11 Lane Grp Cap(c), veh/h 662 0 519 637 0 0 692 0 743 320 0 265 V/C Ratio(X) 0.03 0.00 0.10 0.10 0.00 0.00 0.82 0.00 0.57 0.07 0.00 0.70 Avail Cap(c_a), veh/h 662 0 519 637 0 0 692 0 966 433 0 600 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 12.6 0.0 12.8 12.9 0.0 0.0 12.4 0.0 12.8 19.1 0.0 22.4 Incr Delay (d2), s/veh 0.1 0.0 0.4 0.3 0.0 0.0 7.7 0.0 0.7 0.1 0.0 3.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.4 0.5 0.0 0.0 5.9 0.0 3.6 0.2 0.0 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.6 0.0 13.2 13.2 0.0 0.0 20.1 0.0 13.5 19.2 0.0 25.7 LnGrp LOS B A B B A A C A B B A C Approach Vol, veh/h 70 61 989 209 Approach Delay, s/veh 13.1 13.2 17.3 24.9 Approach LOS B B B C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 22.5 6.0 26.4 22.5 20.0 12.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 5.0 28.5 18.0 15.5 18.0 Max Q Clear Time (g_c+I1), s 3.3 2.6 11.7 3.2 15.8 7.3 Green Ext Time (p_c), s 0.2 0.0 2.4 0.1 0.0 0.7 Intersection Summary HCM 6th Ctrl Delay 18.1 HCM 6th LOS B HCM 6th Signalized Intersection Summary Alternative 2 R Street SE/21st Street SE Timing Plan: PM C. Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 12 74 162 5 24 59 40 297 2 58 842 27 Future Volume (veh/h) 12 74 162 5 24 59 40 297 2 58 842 27 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 13 80 176 5 26 64 43 323 2 63 915 29 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 85 419 393 56 127 276 199 979 6 631 967 31 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.04 0.53 0.53 0.05 0.54 0.54 Sat Flow, veh/h 125 1692 1585 25 514 1114 1781 1857 11 1781 1803 57 Grp Volume(v), veh/h 93 0 176 95 0 0 43 0 325 63 0 944 Grp Sat Flow(s),veh/h/ln 1817 0 1585 1653 0 0 1781 0 1868 1781 0 1860 Q Serve(g_s), s 0.0 0.0 7.2 0.0 0.0 0.0 0.8 0.0 7.6 1.2 0.0 36.5 Cycle Q Clear(g_c), s 3.0 0.0 7.2 3.5 0.0 0.0 0.8 0.0 7.6 1.2 0.0 36.5 Prop In Lane 0.14 1.00 0.05 0.67 1.00 0.01 1.00 0.03 Lane Grp Cap(c), veh/h 504 0 393 459 0 0 199 0 985 631 0 997 V/C Ratio(X) 0.18 0.00 0.45 0.21 0.00 0.00 0.22 0.00 0.33 0.10 0.00 0.95 Avail Cap(c_a), veh/h 504 0 393 459 0 0 248 0 1041 664 0 1036 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.7 0.0 24.3 22.9 0.0 0.0 16.4 0.0 10.3 7.5 0.0 16.7 Incr Delay (d2), s/veh 0.8 0.0 3.7 1.0 0.0 0.0 0.5 0.0 0.2 0.1 0.0 16.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 3.0 1.4 0.0 0.0 0.4 0.0 2.9 0.4 0.0 17.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.5 0.0 28.0 23.9 0.0 0.0 16.9 0.0 10.5 7.6 0.0 33.0 LnGrp LOS C A C C A A B A B A A C Approach Vol, veh/h 269 95 368 1007 Approach Delay, s/veh 26.4 23.9 11.3 31.4 Approach LOS C C B C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 23.4 8.2 44.7 23.4 7.5 45.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.9 5.1 42.5 18.9 5.1 42.5 Max Q Clear Time (g_c+I1), s 5.5 3.2 9.6 9.2 2.8 38.5 Green Ext Time (p_c), s 0.3 0.0 2.1 0.7 0.0 2.4 Intersection Summary HCM 6th Ctrl Delay 26.0 HCM 6th LOS C HCM 6th Signalized Intersection Summary Alternative 1 R Street SE/23rd Street SE Timing Plan: AM C. Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 14 95 37 113 109 12 187 956 28 9 186 14 Future Volume (veh/h) 14 95 37 113 109 12 187 956 28 9 186 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 103 40 123 118 13 203 1039 30 10 202 15 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 291 229 89 294 354 39 772 1062 31 105 1781 131 Arrive On Green 0.02 0.18 0.18 0.05 0.21 0.21 0.07 0.59 0.59 0.01 0.53 0.53 Sat Flow, veh/h 1781 1283 498 1781 1655 182 1781 1809 52 1781 3355 247 Grp Volume(v), veh/h 15 0 143 123 0 131 203 0 1069 10 106 111 Grp Sat Flow(s),veh/h/ln 1781 0 1781 1781 0 1838 1781 0 1861 1781 1777 1826 Q Serve(g_s), s 0.7 0.0 7.6 5.5 0.0 6.4 5.2 0.0 59.0 0.3 3.2 3.2 Cycle Q Clear(g_c), s 0.7 0.0 7.6 5.5 0.0 6.4 5.2 0.0 59.0 0.3 3.2 3.2 Prop In Lane 1.00 0.28 1.00 0.10 1.00 0.03 1.00 0.14 Lane Grp Cap(c), veh/h 291 0 318 294 0 393 772 0 1092 105 943 969 V/C Ratio(X) 0.05 0.00 0.45 0.42 0.00 0.33 0.26 0.00 0.98 0.10 0.11 0.11 Avail Cap(c_a), veh/h 347 0 318 294 0 393 784 0 1100 170 1003 1031 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.5 0.0 38.8 33.6 0.0 35.2 8.9 0.0 21.2 24.7 12.4 12.4 Incr Delay (d2), s/veh 0.1 0.0 4.5 0.9 0.0 2.3 0.2 0.0 21.9 0.4 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 3.7 2.6 0.0 3.1 1.9 0.0 29.9 0.1 1.2 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 0.0 43.3 34.5 0.0 37.5 9.0 0.0 43.1 25.0 12.4 12.4 LnGrp LOS C A D C A D A A D C B B Approach Vol, veh/h 158 254 1272 227 Approach Delay, s/veh 42.5 36.0 37.7 13.0 Approach LOS D D D B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.3 27.1 5.8 66.6 10.0 23.4 11.7 60.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 19.3 5.1 62.5 5.5 18.9 7.9 59.7 Max Q Clear Time (g_c+I1), s 2.7 8.4 2.3 61.0 7.5 9.6 7.2 5.2 Green Ext Time (p_c), s 0.0 0.4 0.0 1.1 0.0 0.4 0.0 1.3 Intersection Summary HCM 6th Ctrl Delay 34.9 HCM 6th LOS C HCM 6th Signalized Intersection Summary Alternative 1 R Street SE/23rd Street SE Timing Plan: PM C. Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 211 208 258 177 25 47 246 156 7 890 17 Future Volume (veh/h) 29 211 208 258 177 25 47 246 156 7 890 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 32 229 226 280 192 27 51 267 170 8 967 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 496 257 253 363 631 89 191 353 225 214 1063 20 Arrive On Green 0.03 0.30 0.30 0.13 0.39 0.39 0.04 0.33 0.33 0.01 0.30 0.30 Sat Flow, veh/h 1781 864 853 1781 1604 226 1781 1068 680 1781 3569 66 Grp Volume(v), veh/h 32 0 455 280 0 219 51 0 437 8 481 504 Grp Sat Flow(s),veh/h/ln 1781 0 1717 1781 0 1830 1781 0 1748 1781 1777 1858 Q Serve(g_s), s 0.9 0.0 19.5 7.9 0.0 6.4 1.5 0.0 17.2 0.2 20.1 20.1 Cycle Q Clear(g_c), s 0.9 0.0 19.5 7.9 0.0 6.4 1.5 0.0 17.2 0.2 20.1 20.1 Prop In Lane 1.00 0.50 1.00 0.12 1.00 0.39 1.00 0.04 Lane Grp Cap(c), veh/h 496 0 510 363 0 720 191 0 578 214 529 554 V/C Ratio(X) 0.06 0.00 0.89 0.77 0.00 0.30 0.27 0.00 0.76 0.04 0.91 0.91 Avail Cap(c_a), veh/h 556 0 510 377 0 720 232 0 578 314 541 566 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.7 0.0 25.9 17.5 0.0 16.1 20.1 0.0 23.0 20.0 26.1 26.1 Incr Delay (d2), s/veh 0.1 0.0 20.6 9.2 0.0 1.1 0.7 0.0 5.7 0.1 19.2 18.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 10.5 3.9 0.0 2.7 0.6 0.0 7.6 0.1 10.8 11.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 17.7 0.0 46.5 26.7 0.0 17.2 20.8 0.0 28.7 20.0 45.3 44.6 LnGrp LOS B A D C A B C A C C D D Approach Vol, veh/h 487 499 488 993 Approach Delay, s/veh 44.6 22.5 27.9 44.8 Approach LOS D C C D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.0 34.8 5.3 30.0 14.4 27.4 7.8 27.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 28.3 5.1 23.5 10.5 22.9 5.1 23.5 Max Q Clear Time (g_c+I1), s 2.9 8.4 2.2 19.2 9.9 21.5 3.5 22.1 Green Ext Time (p_c), s 0.0 1.2 0.0 1.1 0.1 0.4 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 36.9 HCM 6th LOS D HCM 6th Signalized Intersection Summary Alterantive 2 R Street SE/23rd Street SE Timing Plan: AM C. Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 14 95 37 113 109 12 187 956 28 9 186 14 Future Volume (veh/h) 14 95 37 113 109 12 187 956 28 9 186 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 103 40 123 118 13 203 1039 30 10 202 15 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 291 229 89 294 354 39 735 1062 31 105 912 68 Arrive On Green 0.02 0.18 0.18 0.05 0.21 0.21 0.07 0.59 0.59 0.01 0.53 0.53 Sat Flow, veh/h 1781 1283 498 1781 1655 182 1781 1809 52 1781 1720 128 Grp Volume(v), veh/h 15 0 143 123 0 131 203 0 1069 10 0 217 Grp Sat Flow(s),veh/h/ln 1781 0 1781 1781 0 1838 1781 0 1861 1781 0 1847 Q Serve(g_s), s 0.7 0.0 7.6 5.5 0.0 6.4 5.2 0.0 59.0 0.3 0.0 6.6 Cycle Q Clear(g_c), s 0.7 0.0 7.6 5.5 0.0 6.4 5.2 0.0 59.0 0.3 0.0 6.6 Prop In Lane 1.00 0.28 1.00 0.10 1.00 0.03 1.00 0.07 Lane Grp Cap(c), veh/h 291 0 318 294 0 393 735 0 1092 105 0 980 V/C Ratio(X) 0.05 0.00 0.45 0.42 0.00 0.33 0.28 0.00 0.98 0.10 0.00 0.22 Avail Cap(c_a), veh/h 347 0 318 294 0 393 756 0 1100 170 0 1032 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.5 0.0 38.8 33.6 0.0 35.2 9.1 0.0 21.2 24.7 0.0 13.2 Incr Delay (d2), s/veh 0.1 0.0 4.5 0.9 0.0 2.3 0.2 0.0 21.9 0.4 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 3.7 2.6 0.0 3.1 1.9 0.0 29.9 0.1 0.0 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 0.0 43.3 34.5 0.0 37.5 9.3 0.0 43.1 25.0 0.0 13.3 LnGrp LOS C A D C A D A A D C A B Approach Vol, veh/h 158 254 1272 227 Approach Delay, s/veh 42.5 36.0 37.7 13.8 Approach LOS D D D B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.3 27.1 5.8 66.6 10.0 23.4 11.8 60.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 19.3 5.1 62.5 5.5 18.9 8.5 59.1 Max Q Clear Time (g_c+I1), s 2.7 8.4 2.3 61.0 7.5 9.6 7.2 8.6 Green Ext Time (p_c), s 0.0 0.4 0.0 1.1 0.0 0.4 0.1 1.4 Intersection Summary HCM 6th Ctrl Delay 35.1 HCM 6th LOS D HCM 6th Signalized Intersection Summary Alternative 2 R Street SE/23rd Street SE Timing Plan: PM C. Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 211 208 258 177 25 47 246 156 7 890 17 Future Volume (veh/h) 29 211 208 258 177 25 47 246 156 7 890 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 32 229 226 280 192 27 51 267 170 8 967 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 371 211 208 274 560 79 95 539 343 385 890 17 Arrive On Green 0.02 0.24 0.24 0.13 0.35 0.35 0.03 0.51 0.51 0.01 0.49 0.49 Sat Flow, veh/h 1781 864 853 1781 1604 226 1781 1068 680 1781 1830 34 Grp Volume(v), veh/h 32 0 455 280 0 219 51 0 437 8 0 985 Grp Sat Flow(s),veh/h/ln 1781 0 1717 1781 0 1830 1781 0 1748 1781 0 1864 Q Serve(g_s), s 2.1 0.0 38.9 20.5 0.0 14.1 2.3 0.0 26.3 0.4 0.0 77.5 Cycle Q Clear(g_c), s 2.1 0.0 38.9 20.5 0.0 14.1 2.3 0.0 26.3 0.4 0.0 77.5 Prop In Lane 1.00 0.50 1.00 0.12 1.00 0.39 1.00 0.02 Lane Grp Cap(c), veh/h 371 0 419 274 0 638 95 0 883 385 0 907 V/C Ratio(X) 0.09 0.00 1.09 1.02 0.00 0.34 0.54 0.00 0.50 0.02 0.00 1.09 Avail Cap(c_a), veh/h 386 0 419 274 0 638 102 0 883 426 0 907 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 43.5 0.0 60.2 51.6 0.0 38.4 38.2 0.0 26.0 22.1 0.0 40.9 Incr Delay (d2), s/veh 0.1 0.0 69.0 59.8 0.0 1.5 4.6 0.0 0.4 0.0 0.0 56.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 25.0 12.4 0.0 6.7 1.1 0.0 11.2 0.2 0.0 49.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.6 0.0 129.3 111.4 0.0 39.8 42.8 0.0 26.5 22.1 0.0 97.2 LnGrp LOS D A F F A D D A C C A F Approach Vol, veh/h 487 499 488 993 Approach Delay, s/veh 123.6 80.0 28.2 96.6 Approach LOS F E C F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.3 60.1 6.0 85.0 25.0 43.4 9.0 82.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 54.3 5.1 77.5 20.5 38.9 5.1 77.5 Max Q Clear Time (g_c+I1), s 4.1 16.1 2.4 28.3 22.5 40.9 4.3 79.5 Green Ext Time (p_c), s 0.0 1.4 0.0 3.3 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 85.0 HCM 6th LOS F HCM 6th Signalized Intersection Summary Alternative 1 M Street SE/23rd Street SE Timing Plan: AM C. Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 88 142 38 23 235 24 65 162 34 17 99 75 Future Volume (veh/h) 88 142 38 23 235 24 65 162 34 17 99 75 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 1885 1885 1885 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 96 154 41 25 255 26 71 176 37 18 108 82 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 5 5 5 1 1 1 3 3 3 4 4 4 Cap, veh/h 526 556 148 582 600 61 312 294 62 283 153 117 Arrive On Green 0.07 0.40 0.40 0.03 0.36 0.36 0.06 0.20 0.20 0.02 0.16 0.16 Sat Flow, veh/h 1739 1389 370 1795 1683 172 1767 1487 313 1753 971 737 Grp Volume(v), veh/h 96 0 195 25 0 281 71 0 213 18 0 190 Grp Sat Flow(s),veh/h/ln 1739 0 1759 1795 0 1854 1767 0 1799 1753 0 1708 Q Serve(g_s), s 1.7 0.0 3.8 0.4 0.0 5.9 1.7 0.0 5.5 0.4 0.0 5.4 Cycle Q Clear(g_c), s 1.7 0.0 3.8 0.4 0.0 5.9 1.7 0.0 5.5 0.4 0.0 5.4 Prop In Lane 1.00 0.21 1.00 0.09 1.00 0.17 1.00 0.43 Lane Grp Cap(c), veh/h 526 0 704 582 0 661 312 0 356 283 0 270 V/C Ratio(X) 0.18 0.00 0.28 0.04 0.00 0.43 0.23 0.00 0.60 0.06 0.00 0.70 Avail Cap(c_a), veh/h 592 0 704 705 0 661 375 0 631 415 0 599 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 9.2 0.0 10.4 9.8 0.0 12.5 16.6 0.0 18.7 17.5 0.0 20.5 Incr Delay (d2), s/veh 0.2 0.0 1.0 0.0 0.0 2.0 0.4 0.0 1.6 0.1 0.0 3.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 1.4 0.2 0.0 2.5 0.6 0.0 2.2 0.2 0.0 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.4 0.0 11.4 9.9 0.0 14.5 16.9 0.0 20.3 17.6 0.0 23.8 LnGrp LOS A A B A A B B A C B A C Approach Vol, veh/h 291 306 284 208 Approach Delay, s/veh 10.7 14.1 19.5 23.3 Approach LOS B B B C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.2 22.8 5.6 14.7 6.0 25.0 7.7 12.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.7 18.3 5.0 18.0 5.0 19.0 5.0 18.0 Max Q Clear Time (g_c+I1), s 3.7 7.9 2.4 7.5 2.4 5.8 3.7 7.4 Green Ext Time (p_c), s 0.0 1.1 0.0 0.8 0.0 0.8 0.0 0.7 Intersection Summary HCM 6th Ctrl Delay 16.4 HCM 6th LOS B HCM 6th Signalized Intersection Summary Alternative 1 M Street SE/23rd Street SE Timing Plan: PM C. Grgich, Fehr & Peers Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 44 361 122 65 154 29 53 96 60 84 358 61 Future Volume (veh/h) 44 361 122 65 154 29 53 96 60 84 358 61 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1885 1885 1856 1856 1856 1870 1870 1870 1885 1885 1885 Adj Flow Rate, veh/h 48 392 133 71 167 32 58 104 65 91 389 66 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 1 1 1 3 3 3 2 2 2 1 1 1 Cap, veh/h 611 540 183 360 625 120 275 183 115 340 565 95 Arrive On Green 0.05 0.40 0.40 0.06 0.41 0.41 0.05 0.17 0.17 0.07 0.18 0.18 Sat Flow, veh/h 1795 1346 457 1767 1513 290 1781 1076 673 1795 3067 516 Grp Volume(v), veh/h 48 0 525 71 0 199 58 0 169 91 226 229 Grp Sat Flow(s),veh/h/ln 1795 0 1803 1767 0 1803 1781 0 1749 1795 1791 1792 Q Serve(g_s), s 0.9 0.0 14.5 1.3 0.0 4.3 1.5 0.0 5.2 2.4 7.0 7.1 Cycle Q Clear(g_c), s 0.9 0.0 14.5 1.3 0.0 4.3 1.5 0.0 5.2 2.4 7.0 7.1 Prop In Lane 1.00 0.25 1.00 0.16 1.00 0.38 1.00 0.29 Lane Grp Cap(c), veh/h 611 0 723 360 0 745 275 0 298 340 330 330 V/C Ratio(X) 0.08 0.00 0.73 0.20 0.00 0.27 0.21 0.00 0.57 0.27 0.68 0.69 Avail Cap(c_a), veh/h 683 0 723 409 0 745 336 0 536 377 549 549 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 9.4 0.0 15.0 10.9 0.0 11.4 18.8 0.0 22.5 18.4 22.5 22.6 Incr Delay (d2), s/veh 0.1 0.0 6.3 0.3 0.0 0.9 0.4 0.0 1.7 0.4 2.5 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 6.4 0.5 0.0 1.7 0.6 0.0 2.1 1.0 2.9 3.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.4 0.0 21.2 11.2 0.0 12.3 19.2 0.0 24.2 18.8 25.0 25.2 LnGrp LOS A A C B A B B A C B C C Approach Vol, veh/h 573 270 227 546 Approach Delay, s/veh 20.2 12.0 22.9 24.1 Approach LOS C B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.2 28.9 8.4 14.6 7.9 28.2 7.6 15.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 23.7 5.1 18.1 5.1 23.7 5.1 18.1 Max Q Clear Time (g_c+I1), s 2.9 6.3 4.4 7.2 3.3 16.5 3.5 9.1 Green Ext Time (p_c), s 0.0 1.0 0.0 0.6 0.0 2.0 0.0 1.8 Intersection Summary HCM 6th Ctrl Delay 20.5 HCM 6th LOS C HCM 6th AWSC 4: R Street SE & Howard Rd 01/31/2020 R Street SE and Howard Road 5:00 pm 01/30/2020 PM Peak Hour Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 58.2 Intersection LOS F Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 41 724 53 238 29 11 Future Vol, veh/h 41 724 53 238 29 11 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 45 787 58 259 32 12 Number of Lanes 1 1 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 76.9 15.8 10.1 HCM LOS F C B Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 18% 100% 0% 0% Vol Thru, % 82% 0% 0% 72% Vol Right, % 0% 0% 100% 28% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 291 41 724 40 LT Vol 53 41 0 0 Through Vol 238 0 0 29 RT Vol 0 0 724 11 Lane Flow Rate 316 45 787 44 Geometry Grp 2 7 7 2 Degree of Util (X) 0.523 0.077 1.088 0.076 Departure Headway (Hd) 6.178 6.187 4.976 6.563 Convergence, Y/N Yes Yes Yes Yes Cap 588 582 732 549 Service Time 4.178 3.887 2.676 4.563 HCM Lane V/C Ratio 0.537 0.077 1.075 0.08 HCM Control Delay 15.8 9.4 80.7 10.1 HCM Lane LOS C A F B HCM 95th-tile Q 3 0.2 21.6 0.2 HCM 6th AWSC 4: R Street SE & Howard Rd 01/31/2020 R Street SE and Howard Road 5:00 pm 01/30/2020 AM Peak Hour Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 10.7 Intersection LOS B Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 13 173 7 359 14 1 Future Vol, veh/h 13 173 7 359 14 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 188 8 390 15 1 Number of Lanes 1 1 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 9.1 11.7 8 HCM LOS A B A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 2% 100% 0% 0% Vol Thru, % 98% 0% 0% 93% Vol Right, % 0% 0% 100% 7% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 366 13 173 15 LT Vol 7 13 0 0 Through Vol 359 0 0 14 RT Vol 0 0 173 1 Lane Flow Rate 398 14 188 16 Geometry Grp 2 7 7 2 Degree of Util (X) 0.492 0.024 0.25 0.022 Departure Headway (Hd) 4.456 6.005 4.795 4.842 Convergence, Y/N Yes Yes Yes Yes Cap 808 596 748 737 Service Time 2.481 3.74 2.53 2.885 HCM Lane V/C Ratio 0.493 0.023 0.251 0.022 HCM Control Delay 11.7 8.9 9.1 8 HCM Lane LOS B A A A HCM 95th-tile Q 2.8 0.1 1 0.1 HCM 6th AWSC Existing R Street SE/21st Street SE Timing Plan: AM J. Shinn, KPFF Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 42.5 Intersection LOS E Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 11 37 2 24 18 419 305 6 17 121 15 Future Vol, veh/h 3 11 37 2 24 18 419 305 6 17 121 15 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 12 40 2 26 20 455 332 7 18 132 16 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay 9.5 9.8 53.6 9.7 HCM LOS A A F A Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 57% 21% 0% 5% 11% Vol Thru, % 42% 79% 0% 55% 79% Vol Right, % 1% 0% 100% 41% 10% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 730 14 37 44 153 LT Vol 419 3 0 2 17 Through Vol 305 11 0 24 121 RT Vol 6 0 37 18 15 Lane Flow Rate 793 15 40 48 166 Geometry Grp 2 7 7 5 2 Degree of Util (X) 1.002 0.029 0.068 0.081 0.234 Departure Headway (Hd) 4.547 7.038 6.213 6.222 5.076 Convergence, Y/N Yes Yes Yes Yes Yes Cap 793 512 580 579 700 Service Time 2.596 4.738 3.913 4.222 3.155 HCM Lane V/C Ratio 1 0.029 0.069 0.083 0.237 HCM Control Delay 53.6 9.9 9.4 9.8 9.7 HCM Lane LOS F A A A A HCM 95th-tile Q 17.3 0.1 0.2 0.3 0.9 HCM 6th AWSC Existing R Street SE/21st Street SE Timing Plan: PM J. Shinn, KPFF Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 79.9 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 59 130 4 19 47 32 238 1 46 676 21 Future Vol, veh/h 9 59 130 4 19 47 32 238 1 46 676 21 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 64 141 4 21 51 35 259 1 50 735 23 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay 12 11.6 15 128.1 HCM LOS B B B F Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 12% 13% 0% 6% 6% Vol Thru, % 88% 87% 0% 27% 91% Vol Right, % 0% 0% 100% 67% 3% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 271 68 130 70 743 LT Vol 32 9 0 4 46 Through Vol 238 59 0 19 676 RT Vol 1 0 130 47 21 Lane Flow Rate 295 74 141 76 808 Geometry Grp 2 7 7 5 2 Degree of Util (X) 0.485 0.15 0.256 0.143 1.211 Departure Headway (Hd) 6.262 7.808 7.018 7.358 5.396 Convergence, Y/N Yes Yes Yes Yes Yes Cap 580 462 516 491 678 Service Time 4.262 5.508 4.718 5.358 3.425 HCM Lane V/C Ratio 0.509 0.16 0.273 0.155 1.192 HCM Control Delay 15 11.9 12.1 11.6 128.1 HCM Lane LOS B B B B F HCM 95th-tile Q 2.6 0.5 1 0.5 28.2 HCM 2010 AWSC 2040 No-Build R Street SE/21st Street SE Timing Plan: PM J. Shinn, KPFF Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 189.1 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 74 162 5 24 59 40 297 2 58 842 27 Future Vol, veh/h 12 74 162 5 24 59 40 297 2 58 842 27 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 13 80 176 5 26 64 43 323 2 63 915 29 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay 14.4 13.8 22.1 313.6 HCM LOS B B C F Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 12% 14% 0% 6% 6% Vol Thru, % 88% 86% 0% 27% 91% Vol Right, % 1% 0% 100% 67% 3% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 339 86 162 88 927 LT Vol 40 12 0 5 58 Through Vol 297 74 0 24 842 RT Vol 2 0 162 59 27 Lane Flow Rate 368 93 176 96 1008 Geometry Grp 2 7 7 5 2 Degree of Util (X) 0.641 0.197 0.333 0.192 1.645 Departure Headway (Hd) 7.17 8.842 8.04 8.731 5.879 Convergence, Y/N Yes Yes Yes Yes Yes Cap 508 408 451 414 625 Service Time 5.17 6.542 5.74 6.731 3.922 HCM Lane V/C Ratio 0.724 0.228 0.39 0.232 1.613 HCM Control Delay 22.1 13.7 14.7 13.8 313.6 HCM Lane LOS C B B B F HCM 95th-tile Q 4.5 0.7 1.4 0.7 55.7 HCM 6th AWSC 2040 No-Build R Street SE/21st Street SE Timing Plan: AM J. Shinn, KPFF Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 121.6 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 14 47 3 30 23 522 380 8 22 151 19 Future Vol, veh/h 4 14 47 3 30 23 522 380 8 22 151 19 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 15 51 3 33 25 567 413 9 24 164 21 Number of Lanes 0 1 1 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 2 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 2 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 2 HCM Control Delay 10.3 10.7 159.7 10.9 HCM LOS B B F B Lane NBLn1 EBLn1 EBLn2 WBLn1 SBLn1 Vol Left, % 57% 22% 0% 5% 11% Vol Thru, % 42% 78% 0% 54% 79% Vol Right, % 1% 0% 100% 41% 10% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 910 18 47 56 192 LT Vol 522 4 0 3 22 Through Vol 380 14 0 30 151 RT Vol 8 0 47 23 19 Lane Flow Rate 989 20 51 61 209 Geometry Grp 2 7 7 5 2 Degree of Util (X) 1.297 0.038 0.088 0.105 0.301 Departure Headway (Hd) 4.72 7.714 6.88 6.91 5.56 Convergence, Y/N Yes Yes Yes Yes Yes Cap 772 467 524 522 651 Service Time 2.762 5.414 4.58 4.91 3.56 HCM Lane V/C Ratio 1.281 0.043 0.097 0.117 0.321 HCM Control Delay 159.7 10.7 10.2 10.7 10.9 HCM Lane LOS F B B B B HCM 95th-tile Q 37.8 0.1 0.3 0.3 1.3 HCM 6th AWSC No-build M Street SE/29th Street SE Timing Plan: AM J. Shinn, KPFF Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 13.8 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 88 142 38 23 235 24 65 162 34 17 99 75 Future Vol, veh/h 88 142 38 23 235 24 65 162 34 17 99 75 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 5 5 5 1 1 1 3 3 3 4 4 4 Mvmt Flow 96 154 41 25 255 26 71 176 37 18 108 82 Number of Lanes 1 1 0 1 1 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2 2 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 2 2 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 2 2 HCM Control Delay 12.7 15.8 13.4 13 HCM LOS B C B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 83% 0% 79% 0% 91% 0% 57% Vol Right, % 0% 17% 0% 21% 0% 9% 0% 43% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 65 196 88 180 23 259 17 174 LT Vol 65 0 88 0 23 0 17 0 Through Vol 0 162 0 142 0 235 0 99 RT Vol 0 34 0 38 0 24 0 75 Lane Flow Rate 71 213 96 196 25 282 18 189 Geometry Grp 7 7 7 7 7 7 7 7 Degree of Util (X) 0.145 0.401 0.195 0.362 0.05 0.519 0.039 0.355 Departure Headway (Hd) 7.407 6.772 7.328 6.667 7.216 6.64 7.576 6.756 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 485 533 491 540 498 543 473 533 Service Time 5.136 4.502 5.054 4.393 4.94 4.364 5.316 4.496 HCM Lane V/C Ratio 0.146 0.4 0.196 0.363 0.05 0.519 0.038 0.355 HCM Control Delay 11.4 14 11.8 13.1 10.3 16.3 10.6 13.2 HCM Lane LOS B B B B B C B B HCM 95th-tile Q 0.5 1.9 0.7 1.6 0.2 3 0.1 1.6 HCM 6th AWSC Existing M Street SE/29th Street SE Timing Plan: AM J. Shinn, KPFF Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 11.2 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 114 30 18 188 19 52 130 27 13 79 60 Future Vol, veh/h 70 114 30 18 188 19 52 130 27 13 79 60 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 5 5 5 1 1 1 3 3 3 4 4 4 Mvmt Flow 76 124 33 20 204 21 57 141 29 14 86 65 Number of Lanes 1 1 0 1 1 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2 2 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 2 2 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 2 2 HCM Control Delay 10.8 12.1 11.1 10.7 HCM LOS B B B B Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% Vol Thru, % 0% 83% 0% 79% 0% 91% 0% 57% Vol Right, % 0% 17% 0% 21% 0% 9% 0% 43% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 52 157 70 144 18 207 13 139 LT Vol 52 0 70 0 18 0 13 0 Through Vol 0 130 0 114 0 188 0 79 RT Vol 0 27 0 30 0 19 0 60 Lane Flow Rate 57 171 76 157 20 225 14 151 Geometry Grp 7 7 7 7 7 7 7 7 Degree of Util (X) 0.106 0.289 0.14 0.261 0.036 0.374 0.027 0.253 Departure Headway (Hd) 6.724 6.095 6.647 5.992 6.562 5.99 6.853 6.039 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Cap 532 589 539 598 545 601 522 594 Service Time 4.47 3.841 4.393 3.738 4.307 3.735 4.604 3.789 HCM Lane V/C Ratio 0.107 0.29 0.141 0.263 0.037 0.374 0.027 0.254 HCM Control Delay 10.3 11.3 10.5 10.9 9.6 12.3 9.8 10.8 HCM Lane LOS B B B B A B A B HCM 95th-tile Q 0.4 1.2 0.5 1 0.1 1.7 0.1 1 HCM 6th AWSC No-build M Street SE/29th Street SE Timing Plan: PM J. Shinn, KPFF Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 62.1 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 44 361 122 65 154 29 53 96 60 84 358 61 Future Vol, veh/h 44 361 122 65 154 29 53 96 60 84 358 61 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 1 1 1 3 3 3 2 2 2 1 1 1 Mvmt Flow 48 392 133 71 167 32 58 104 65 91 389 66 Number of Lanes 1 1 0 1 1 0 1 1 0 1 2 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2 2 3 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 3 2 2 2 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 3 2 2 HCM Control Delay 137.6 20.3 18.9 21.6 HCM LOS F C C C Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% 0% Vol Thru, % 0% 62% 0% 75% 0% 84% 0% 100% 66% Vol Right, % 0% 38% 0% 25% 0% 16% 0% 0% 34% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 53 156 44 483 65 183 84 239 180 LT Vol 53 0 44 0 65 0 84 0 0 Through Vol 0 96 0 361 0 154 0 239 119 RT Vol 0 60 0 122 0 29 0 0 61 Lane Flow Rate 58 170 48 525 71 199 91 259 196 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree of Util (X) 0.159 0.432 0.121 1.23 0.192 0.506 0.23 0.619 0.455 Departure Headway (Hd) 10.737 9.927 9.128 8.434 10.392 9.756 9.745 9.225 8.979 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 336 365 392 431 348 372 371 394 404 Service Time 8.437 7.627 6.893 6.198 8.092 7.456 7.445 6.925 6.679 HCM Lane V/C Ratio 0.173 0.466 0.122 1.218 0.204 0.535 0.245 0.657 0.485 HCM Control Delay 15.5 20 13.2 148.9 15.5 22 15.3 25.8 19 HCM Lane LOS C C B F C C C D C HCM 95th-tile Q 0.6 2.1 0.4 21.3 0.7 2.7 0.9 4 2.3 HCM 6th AWSC Existing M Street SE/29th Street SE Timing Plan: PM J. Shinn, KPFF Synchro 10 Report Page 1 Intersection Intersection Delay, s/veh 23.8 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 290 98 52 123 23 42 77 48 67 287 49 Future Vol, veh/h 35 290 98 52 123 23 42 77 48 67 287 49 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 1 1 1 3 3 3 2 2 2 1 1 1 Mvmt Flow 38 315 107 57 134 25 46 84 52 73 312 53 Number of Lanes 1 1 0 1 1 0 1 1 0 1 2 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 2 2 3 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 3 2 2 2 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 3 2 2 HCM Control Delay 39.6 15.1 14.4 15.4 HCM LOS E C B C Lane NBLn1 NBLn2 EBLn1 EBLn2 WBLn1 WBLn2 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 100% 0% 100% 0% 100% 0% 0% Vol Thru, % 0% 62% 0% 75% 0% 84% 0% 100% 66% Vol Right, % 0% 38% 0% 25% 0% 16% 0% 0% 34% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 42 125 35 388 52 146 67 191 145 LT Vol 42 0 35 0 52 0 67 0 0 Through Vol 0 77 0 290 0 123 0 191 96 RT Vol 0 48 0 98 0 23 0 0 49 Lane Flow Rate 46 136 38 422 57 159 73 208 157 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree of Util (X) 0.117 0.314 0.085 0.867 0.141 0.368 0.169 0.454 0.333 Departure Headway (Hd) 9.204 8.419 8.09 7.402 8.966 8.34 8.377 7.864 7.621 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 391 429 441 485 402 435 426 455 469 Service Time 6.917 6.119 5.881 5.192 6.666 6.04 6.176 5.663 5.419 HCM Lane V/C Ratio 0.118 0.317 0.086 0.87 0.142 0.366 0.171 0.457 0.335 HCM Control Delay 13.1 14.9 11.6 42.1 13.1 15.8 12.9 17.1 14.2 HCM Lane LOS B B B E B C B C B HCM 95th-tile Q 0.4 1.3 0.3 9.1 0.5 1.7 0.6 2.3 1.4 HCM 6th Signalized Intersection Summary No-build R Street SE/29th Street SE Timing Plan: AM J. Shinn, KPFF Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 14 95 37 113 109 12 187 956 28 9 186 14 Future Volume (veh/h) 14 95 37 113 109 12 187 956 28 9 186 14 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 103 40 123 118 13 203 1039 30 10 202 15 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 291 229 89 294 354 39 735 1062 31 105 913 68 Arrive On Green 0.02 0.18 0.18 0.05 0.21 0.21 0.07 0.59 0.59 0.01 0.53 0.53 Sat Flow, veh/h 1781 1283 498 1781 1655 182 1781 1809 52 1781 1720 128 Grp Volume(v), veh/h 15 0 143 123 0 131 203 0 1069 10 0 217 Grp Sat Flow(s),veh/h/ln 1781 0 1781 1781 0 1838 1781 0 1861 1781 0 1847 Q Serve(g_s), s 0.7 0.0 7.6 5.5 0.0 6.4 5.2 0.0 59.0 0.3 0.0 6.6 Cycle Q Clear(g_c), s 0.7 0.0 7.6 5.5 0.0 6.4 5.2 0.0 59.0 0.3 0.0 6.6 Prop In Lane 1.00 0.28 1.00 0.10 1.00 0.03 1.00 0.07 Lane Grp Cap(c), veh/h 291 0 318 294 0 393 735 0 1092 105 0 981 V/C Ratio(X) 0.05 0.00 0.45 0.42 0.00 0.33 0.28 0.00 0.98 0.10 0.00 0.22 Avail Cap(c_a), veh/h 347 0 318 294 0 393 746 0 1100 170 0 1043 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.5 0.0 38.8 33.6 0.0 35.2 9.1 0.0 21.2 24.7 0.0 13.2 Incr Delay (d2), s/veh 0.1 0.0 4.5 0.9 0.0 2.3 0.2 0.0 21.9 0.4 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 3.7 2.6 0.0 3.1 1.9 0.0 29.9 0.1 0.0 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 0.0 43.3 34.5 0.0 37.5 9.3 0.0 43.1 25.0 0.0 13.3 LnGrp LOS C A D C A D A A D C A B Approach Vol, veh/h 158 254 1272 227 Approach Delay, s/veh 42.5 36.0 37.7 13.8 Approach LOS D D D B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.3 27.1 5.8 66.6 10.0 23.4 11.7 60.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 19.3 5.1 62.5 5.5 18.9 7.9 59.7 Max Q Clear Time (g_c+I1), s 2.7 8.4 2.3 61.0 7.5 9.6 7.2 8.6 Green Ext Time (p_c), s 0.0 0.4 0.0 1.1 0.0 0.4 0.0 1.4 Intersection Summary HCM 6th Ctrl Delay 35.1 HCM 6th LOS D HCM 6th Signalized Intersection Summary Existing R Street SE/29th Street SE Timing Plan: AM J. Shinn, KPFF Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 11 76 29 90 87 9 150 768 222 7 149 11 Future Volume (veh/h) 11 76 29 90 87 9 150 768 222 7 149 11 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 12 83 32 98 95 10 163 835 241 8 162 12 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 311 229 88 316 360 38 769 823 238 86 933 69 Arrive On Green 0.01 0.18 0.18 0.05 0.22 0.22 0.06 0.59 0.59 0.01 0.54 0.54 Sat Flow, veh/h 1781 1286 496 1781 1664 175 1781 1395 403 1781 1720 127 Grp Volume(v), veh/h 12 0 115 98 0 105 163 0 1076 8 0 174 Grp Sat Flow(s),veh/h/ln 1781 0 1781 1781 0 1839 1781 0 1798 1781 0 1847 Q Serve(g_s), s 0.6 0.0 6.0 4.7 0.0 5.0 4.1 0.0 62.5 0.2 0.0 5.0 Cycle Q Clear(g_c), s 0.6 0.0 6.0 4.7 0.0 5.0 4.1 0.0 62.5 0.2 0.0 5.0 Prop In Lane 1.00 0.28 1.00 0.10 1.00 0.22 1.00 0.07 Lane Grp Cap(c), veh/h 311 0 318 316 0 398 769 0 1061 86 0 1002 V/C Ratio(X) 0.04 0.00 0.36 0.31 0.00 0.26 0.21 0.00 1.01 0.09 0.00 0.17 Avail Cap(c_a), veh/h 371 0 318 316 0 398 800 0 1061 154 0 1041 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 34.8 0.0 38.2 32.3 0.0 34.5 8.7 0.0 21.7 26.2 0.0 12.3 Incr Delay (d2), s/veh 0.1 0.0 3.2 0.6 0.0 1.6 0.1 0.0 31.3 0.5 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 2.9 2.0 0.0 2.4 1.5 0.0 33.0 0.1 0.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.8 0.0 41.4 32.8 0.0 36.1 8.9 0.0 53.0 26.7 0.0 12.3 LnGrp LOS C A D C A D A A F C A B Approach Vol, veh/h 127 203 1239 182 Approach Delay, s/veh 40.8 34.5 47.2 13.0 Approach LOS D C D B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.0 27.4 5.5 67.0 10.0 23.4 10.6 62.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 19.3 5.1 62.5 5.5 18.9 7.9 59.7 Max Q Clear Time (g_c+I1), s 2.6 7.0 2.2 64.5 6.7 8.0 6.1 7.0 Green Ext Time (p_c), s 0.0 0.3 0.0 0.0 0.0 0.4 0.1 1.1 Intersection Summary HCM 6th Ctrl Delay 41.7 HCM 6th LOS D HCM 6th Signalized Intersection Summary Existing R Street SE/29th Street SE Timing Plan: PM J. Shinn, KPFF Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 23 169 167 207 142 20 37 197 125 5 715 13 Future Volume (veh/h) 23 169 167 207 142 20 37 197 125 5 715 13 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 184 182 225 154 22 40 214 136 5 777 14 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 510 262 259 406 617 88 162 366 233 291 571 10 Arrive On Green 0.03 0.30 0.30 0.11 0.39 0.39 0.04 0.34 0.34 0.01 0.31 0.31 Sat Flow, veh/h 1781 863 854 1781 1601 229 1781 1069 679 1781 1831 33 Grp Volume(v), veh/h 25 0 366 225 0 176 40 0 350 5 0 791 Grp Sat Flow(s),veh/h/ln 1781 0 1717 1781 0 1829 1781 0 1748 1781 0 1864 Q Serve(g_s), s 0.7 0.0 14.2 6.1 0.0 4.9 1.1 0.0 12.4 0.1 0.0 23.5 Cycle Q Clear(g_c), s 0.7 0.0 14.2 6.1 0.0 4.9 1.1 0.0 12.4 0.1 0.0 23.5 Prop In Lane 1.00 0.50 1.00 0.13 1.00 0.39 1.00 0.02 Lane Grp Cap(c), veh/h 510 0 521 406 0 705 162 0 599 291 0 581 V/C Ratio(X) 0.05 0.00 0.70 0.55 0.00 0.25 0.25 0.00 0.58 0.02 0.00 1.36 Avail Cap(c_a), veh/h 583 0 521 460 0 705 216 0 599 399 0 581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 17.1 0.0 23.3 15.8 0.0 15.8 20.0 0.0 20.4 18.3 0.0 26.0 Incr Delay (d2), s/veh 0.0 0.0 7.7 1.2 0.0 0.8 0.8 0.0 1.5 0.0 0.0 173.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 6.6 2.4 0.0 2.1 0.5 0.0 5.0 0.1 0.0 37.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 17.2 0.0 31.0 17.0 0.0 16.6 20.8 0.0 21.8 18.3 0.0 199.7 LnGrp LOS B A C B A B C A C B A F Approach Vol, veh/h 391 401 390 796 Approach Delay, s/veh 30.1 16.9 21.7 198.6 Approach LOS C B C F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.5 33.6 5.0 30.3 12.7 27.4 7.3 28.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 28.3 5.1 23.5 10.5 22.9 5.1 23.5 Max Q Clear Time (g_c+I1), s 2.7 6.9 2.1 14.4 8.1 16.2 3.1 25.5 Green Ext Time (p_c), s 0.0 0.9 0.0 1.4 0.2 1.2 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 93.6 HCM 6th LOS F HCM 6th AWSC 4: R Street SE & Howard Rd 01/31/2020 R Street SE and Howard Road 10:22 am 01/31/2020 Existing Synchro 11 Report J. Shinn, KPFF Page 1 Intersection Intersection Delay, s/veh 10.7 Intersection LOS B Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 13 173 7 359 14 1 Future Vol, veh/h 13 173 7 359 14 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 188 8 390 15 1 Number of Lanes 1 1 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 9.1 11.7 8 HCM LOS A B A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 2% 100% 0% 0% Vol Thru, % 98% 0% 0% 93% Vol Right, % 0% 0% 100% 7% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 366 13 173 15 LT Vol 7 13 0 0 Through Vol 359 0 0 14 RT Vol 0 0 173 1 Lane Flow Rate 398 14 188 16 Geometry Grp 2 7 7 2 Degree of Util (X) 0.492 0.024 0.25 0.022 Departure Headway (Hd) 4.456 6.005 4.795 4.842 Convergence, Y/N Yes Yes Yes Yes Cap 808 596 748 737 Service Time 2.481 3.74 2.53 2.885 HCM Lane V/C Ratio 0.493 0.023 0.251 0.022 HCM Control Delay 11.7 8.9 9.1 8 HCM Lane LOS B A A A HCM 95th-tile Q 2.8 0.1 1 0.1 HCM 6th AWSC 4: R Street SE & Howard Rd 01/31/2020 R Street SE and Howard Road 10:22 am 01/31/2020 No-build Synchro 11 Report J. Shinn, KPFF Page 1 Intersection Intersection Delay, s/veh 13.1 Intersection LOS B Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 16 211 9 439 17 2 Future Vol, veh/h 16 211 9 439 17 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 229 10 477 19 2 Number of Lanes 1 1 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 10.1 14.9 8.3 HCM LOS B B A Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 2% 100% 0% 0% Vol Thru, % 98% 0% 0% 89% Vol Right, % 0% 0% 100% 11% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 448 16 211 19 LT Vol 9 16 0 0 Through Vol 439 0 0 17 RT Vol 0 0 211 2 Lane Flow Rate 487 17 229 21 Geometry Grp 2 7 7 2 Degree of Util (X) 0.621 0.03 0.321 0.029 Departure Headway (Hd) 4.588 6.243 5.031 5.073 Convergence, Y/N Yes Yes Yes Yes Cap 784 571 711 700 Service Time 2.632 4.003 2.791 3.148 HCM Lane V/C Ratio 0.621 0.03 0.322 0.03 HCM Control Delay 14.9 9.2 10.2 8.3 HCM Lane LOS B A B A HCM 95th-tile Q 4.4 0.1 1.4 0.1 HCM 6th AWSC 4: R Street SE & Howard Rd 01/31/2020 R Street SE and Howard Road 10:43 am 01/31/2020 No-Build Synchro 11 Report J.Shinn, KPFF Page 1 Intersection Intersection Delay, s/veh 135.5 Intersection LOS F Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 50 884 65 291 36 13 Future Vol, veh/h 50 884 65 291 36 13 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 54 961 71 316 40 14 Number of Lanes 1 1 0 1 1 0 Approach EB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left SB EB Conflicting Lanes Left 1 2 0 Conflicting Approach Right NB EB Conflicting Lanes Right 1 0 2 HCM Control Delay 185.8 20.9 11.1 HCM LOS F C B Lane NBLn1 EBLn1 EBLn2 SBLn1 Vol Left, % 18% 100% 0% 0% Vol Thru, % 82% 0% 0% 73% Vol Right, % 0% 0% 100% 27% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 356 50 884 49 LT Vol 65 50 0 0 Through Vol 291 0 0 36 RT Vol 0 0 884 13 Lane Flow Rate 387 54 961 54 Geometry Grp 2 7 7 2 Degree of Util (X) 0.64 0.096 1.379 0.096 Departure Headway (Hd) 6.725 6.379 5.166 7.308 Convergence, Y/N Yes Yes Yes Yes Cap 542 560 701 493 Service Time 4.725 4.143 2.929 5.308 HCM Lane V/C Ratio 0.714 0.096 1.371 0.11 HCM Control Delay 20.9 9.8 195.8 11.1 HCM Lane LOS C A F B HCM 95th-tile Q 4.5 0.3 41.2 0.3 SimTraffic Simulation Summary Future 02/03/2020 R Street SE and Howard Road SimTraffic Report J. Shinn, KPFF Page 1 Summary of All Intervals Run Number 1 10 11 2 3 4 5 Start Time 6:57 6:57 6:57 6:57 6:57 6:57 6:57 End Time 7:10 7:10 7:10 7:10 7:10 7:10 7:10 Total Time (min) 13 13 13 13 13 13 13 Time Recorded (min) 10 10 10 10 10 10 10 # of Intervals 2 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 1 Vehs Entered 222 222 222 222 222 222 222 Vehs Exited 229 229 229 229 229 229 229 Starting Vehs 13 13 13 13 13 13 13 Ending Vehs 6 6 6 6 6 6 6 Travel Distance (mi) 25 25 25 25 25 25 25 Travel Time (hr) 1.8 1.8 1.8 1.8 1.8 1.8 1.8 Total Delay (hr) 0.7 0.7 0.7 0.7 0.7 0.7 0.7 Total Stops 97 97 97 97 97 97 97 Fuel Used (gal) 1.3 1.3 1.3 1.3 1.3 1.3 1.3 Summary of All Intervals Run Number 6 7 8 993835F0A199F Avg Start Time 6:57 6:57 6:57 6:57 6:57 6:57 End Time 7:10 7:10 7:10 7:10 7:10 7:10 Total Time (min) 13 13 13 13 13 13 Time Recorded (min) 10 10 10 10 10 10 # of Intervals 2 2 2 2 2 2 # of Recorded Intervals 1 1 1 1 1 1 Vehs Entered 222 222 222 222 222 222 Vehs Exited 229 229 229 229 229 229 Starting Vehs 13 13 13 13 13 13 Ending Vehs 6 6 6 6 6 6 Travel Distance (mi) 25 25 25 25 25 25 Travel Time (hr) 1.8 1.8 1.8 1.8 1.8 1.8 Total Delay (hr) 0.7 0.7 0.7 0.7 0.7 0.7 Total Stops 97 97 97 97 97 97 Fuel Used (gal) 1.3 1.3 1.3 1.3 1.3 1.3 Interval #0 Information Seeding Start Time 6:57 End Time 7:00 Total Time (min) 3 Volumes adjusted by Growth Factors. No data recorded this interval. HCM 6th Signalized Intersection Summary No-build R Street SE/29th Street SE Timing Plan: PM J. Shinn, KPFF Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 211 208 258 177 25 47 246 156 7 890 17 Future Volume (veh/h) 29 211 208 258 177 25 47 246 156 7 890 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 32 229 226 280 192 27 51 267 170 8 967 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 492 254 251 360 628 88 169 358 228 219 553 10 Arrive On Green 0.03 0.29 0.29 0.13 0.39 0.39 0.04 0.33 0.33 0.01 0.30 0.30 Sat Flow, veh/h 1781 864 853 1781 1604 226 1781 1068 680 1781 1830 34 Grp Volume(v), veh/h 32 0 455 280 0 219 51 0 437 8 0 985 Grp Sat Flow(s),veh/h/ln 1781 0 1717 1781 0 1830 1781 0 1748 1781 0 1864 Q Serve(g_s), s 1.0 0.0 19.8 8.0 0.0 6.4 1.5 0.0 17.2 0.2 0.0 23.5 Cycle Q Clear(g_c), s 1.0 0.0 19.8 8.0 0.0 6.4 1.5 0.0 17.2 0.2 0.0 23.5 Prop In Lane 1.00 0.50 1.00 0.12 1.00 0.39 1.00 0.02 Lane Grp Cap(c), veh/h 492 0 506 360 0 716 169 0 586 219 0 563 V/C Ratio(X) 0.07 0.00 0.90 0.78 0.00 0.31 0.30 0.00 0.75 0.04 0.00 1.75 Avail Cap(c_a), veh/h 552 0 506 371 0 716 209 0 586 317 0 563 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 18.0 0.0 26.3 17.8 0.0 16.4 20.7 0.0 22.9 19.9 0.0 27.1 Incr Delay (d2), s/veh 0.1 0.0 21.6 9.9 0.0 1.1 1.0 0.0 5.2 0.1 0.0 344.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 10.7 4.0 0.0 2.8 0.6 0.0 7.5 0.1 0.0 63.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 18.0 0.0 47.9 27.6 0.0 17.5 21.7 0.0 28.1 19.9 0.0 371.1 LnGrp LOS B A D C A B C A C B A F Approach Vol, veh/h 487 499 488 993 Approach Delay, s/veh 46.0 23.2 27.5 368.3 Approach LOS D C C F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.0 34.9 5.3 30.5 14.5 27.4 7.8 28.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 28.3 5.1 23.5 10.5 22.9 5.1 23.5 Max Q Clear Time (g_c+I1), s 3.0 8.4 2.2 19.2 10.0 21.8 3.5 25.5 Green Ext Time (p_c), s 0.0 1.2 0.0 1.1 0.0 0.3 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 167.4 HCM 6th LOS F SimTraffic Performance Report Future 02/03/2020 R Street SE and Howard Road SimTraffic Report J. Shinn, KPFF Page 3 4: R Street SE & Howard Rd Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Denied Del/Veh (s) 3.0 1.2 0.8 0.6 0.1 0.1 1.1 Total Delay (hr) 0.0 0.3 0.0 0.1 0.0 0.0 0.4 Total Del/Veh (s) 6.7 6.1 7.0 8.4 4.3 2.4 6.7 Stop Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.0 0.1 Stop Del/Veh (s) 2.6 0.3 4.2 4.7 2.2 2.4 1.7 Total Network Performance Denied Delay (hr) 0.1 Denied Del/Veh (s) 1.1 Total Delay (hr) 0.6 Total Del/Veh (s) 9.2 Stop Delay (hr) 0.1 Stop Del/Veh (s) 2.1 Arterial Level of Service 02/03/2020 R Street SE Corridor 5:00 pm 01/31/2020 Alternative 2- Preferred Synchro 11 Report J. Shinn, KPFF Page 1 Arterial Level of Service: NB R Street SE Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS 29th St III 30 64.4 12.1 76.5 0.54 25.3 B Howard Rd III 30 64.3 6.7 71.0 0.51 25.7 B Total III 128.7 18.8 147.5 1.04 25.5 B Arterial Level of Service: SB R Street SE Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS 21st St III 30 14.1 23.2 37.3 0.10 9.7 F 29th St III 30 64.3 174.6 238.9 0.51 7.6 F Total III 78.4 197.8 276.2 0.61 7.9 F - Corridor Alternative 2 Arterial Level of Service 02/03/2020 R Street SE Corridor 5:00 pm 01/31/2020 Alternative 3- Preferred Synchro 11 Report J. Shinn, KPFF Page 1 Arterial Level of Service: NB R Street SE Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS 29th St III 30 64.4 12.1 76.5 0.54 25.3 B Howard Rd III 30 64.3 6.7 71.0 0.51 25.7 B Total III 128.7 18.8 147.5 1.04 25.5 B Arterial Level of Service: SB R Street SE Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS 21st St III 30 14.1 6.8 20.9 0.10 17.3 D 29th St III 30 64.3 14.4 78.7 0.51 23.2 C Total III 78.4 21.2 99.6 0.61 21.9 C - Corridor Alternative 3 Arterial Level of Service 02/03/2020 R Street SE Corridor 10:54 am 01/31/2020 Alternative 1 Synchro 11 Report J. Shinn, KPFF Page 1 Arterial Level of Service: NB R Street SE Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS 29th St III 30 64.4 12.1 76.5 0.54 25.3 B Howard Rd III 30 64.3 6.7 71.0 0.51 25.7 B Total III 128.7 18.8 147.5 1.04 25.5 B Arterial Level of Service: SB R Street SE Arterial Flow Running Signal Travel Dist Arterial Arterial Cross Street Class Speed Time Delay Time (s) (mi) Speed LOS 21st St III 30 14.1 6.8 20.9 0.10 17.3 D 29th St III 30 64.3 14.4 78.7 0.51 23.2 C Total III 78.4 21.2 99.6 0.61 21.9 C - Corridor Alternative 1 USER REPORT FOR SITE Project: R-Street_Analysis Template: Roundabout v/c, delay, & LOS Site: 101 [R Street SE/21st Street SE Alt 1-AM] Site Category: - Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: R Street SE 910 901 9 E: 21st Street SE 56 55 1 N: R Street SE 192 186 6 W: 21st Street SE 65 62 3 Total 1223 1204 19 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South R Street SE 100.00 30.00 148.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 21st Street SE 100.00 18.00 148.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North R Street SE 100.00 18.00 148.0 90.0 30.0 1 2 14.00 1600.0 NA 5 0.01 West 21st Street SE 100.00 30.00 148.0 90.0 30.0 2 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 0.69 0.09 0.10 0.06 0.69 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)7.7 10.1 7.2 5.0 7.6 LOS A B A A A Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Site: 102 [R Street SE/21st Street SE Alt 1-PM] Site Category: - Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: R Street SE 339 336 3 E: 21st Street SE 88 87 1 N: R Street SE 927 918 9 W: 21st Street SE 248 248 0 Total 1602 1588 14 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South R Street SE 100.00 30.00 148.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 21st Street SE 100.00 18.00 148.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North R Street SE 100.00 18.00 148.0 90.0 30.0 1 2 14.00 1600.0 NA 5 0.01 West 21st Street SE 100.00 30.00 148.0 90.0 30.0 2 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 0.28 0.08 0.33 0.31 0.33 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)5.3 5.4 4.6 6.9 5.1 LOS A A A A A Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Site: 103 [R Street SE/21st Street SE Alt 2-AM ] New Site Site Category: (None) Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: R Street SE 910 901 9 E: 21st Street SE 56 55 1 N: R Street Se 192 186 6 W: 21st Street SE 65 62 3 Total 1223 1204 19 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South R Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 21st Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North R Street Se 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 West 21st Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 0.71 0.10 0.23 0.06 0.71 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)7.6 10.4 7.5 4.9 7.6 LOS A B A A A Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Site: 104 [R Street SE/21st Street SE Alt 2-PM] New Site Site Category: (None) Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: R Street SE 339 336 3 E: 21st Street SE 88 87 1 N: R Street SE 927 918 9 W: 21st Street SE 248 248 0 Total 1602 1588 14 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South R Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 21st Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North R Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 West 21st Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 0.29 0.09 0.74 0.43 0.74 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)5.1 5.6 4.9 12.5 6.2 LOS A A A B A Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Site: 105 [R Street SE/29th Street SE Alt 1-AM] New Site Site Category: (None) Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: R Street SE 1171 1136 35 E: 29th Street SE 234 213 21 N: R Street SE 209 194 15 W: 29th Street SE 146 140 6 Total 1760 1683 77 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South R Street SE 100.00 30.00 148.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 29th Street SE 100.00 18.00 148.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North R Street SE 100.00 18.00 148.0 90.0 30.0 1 2 14.00 1600.0 NA 5 0.01 West 29th Street SE 100.00 30.00 148.0 90.0 30.0 2 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 0.98 1.02 0.11 0.16 1.02 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)14.5 108.6 6.1 5.9 25.3 LOS B F A A C Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Site: 106 [R Street SE/29th Street SE Alt 1-PM] New Site Site Category: (None) Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: R Street SE 449 431 18 E: 29th Street SE 460 446 14 N: R Street SE 914 887 27 W: 29th Street SE 448 439 9 Total 2271 2203 68 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South R Street SE 100.00 30.00 148.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 29th Street SE 100.00 18.00 148.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North R Street SE 100.00 18.00 148.0 90.0 30.0 1 2 14.00 1600.0 NA 5 0.01 West 29th Street SE 100.00 30.00 148.0 90.0 30.0 2 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 0.43 0.45 0.48 0.77 0.77 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)6.1 9.0 7.1 13.3 8.5 LOS A A A B A Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Site: 107 [R Street SE/29th Street SE Alt 2-AM ] New Site Site Category: (None) Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: R Street SE 1171 1136 35 E: 29th Street SE 234 213 21 N: R Street SE 209 194 15 W: 29th Street SE 146 140 6 Total 1760 1683 77 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South R Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 29th Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North R Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 West 29th Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 1.00 1.06 0.24 0.15 1.06 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)20.0 118.7 6.3 5.8 30.3 LOS C F A A C Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Site: 108 [R Street SE/29th Street SE Alt 2-PM ] New Site Site Category: (None) Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: R Street SE 449 431 18 E: 29th Street SE 460 446 14 N: R Street SE 914 887 27 W: 29th Street SE 448 439 9 Total 2271 2203 68 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South R Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 29th Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North R Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 West 29th Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 0.42 0.46 1.07 1.37 1.37 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)5.5 9.1 54.4 214.1 67.1 LOS A A D F E Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Site: 109 [M Street SE/29th Street SE Alt 1-AM] New Site Site Category: (None) Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: M Street SE 261 253 8 E: 29th Street SE 284 278 6 N: M Street SE 191 183 8 W: 29th Street SE 268 255 13 Total 1004 969 35 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South M Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 29th Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North M Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 West 29th Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 0.25 0.28 0.19 0.28 0.28 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)6.5 10.3 5.9 7.7 7.8 LOS A B A A A Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Site: 110 [M Street SE/29th Street SE Alt 1-PM] New Site Site Category: (None) Roundabout Site Layout Input Volumes Volume Display Method: Total and % All MCs Light Vehicles (LV)Heavy Vehicles (HV) S: M Street SE 209 205 4 E: 29th Street SE 248 243 5 N: M Street SE 503 498 5 W: 29th Street SE 527 522 5 Total 1487 1468 19 Roundabout Basic Parameters Central Island Diam Circ Width Insc Diam Entry Radius Entry Angle Circ Lanes Entry Lanes Av.Entry Lane Width App. Dist Prop Queued Upstr Signal Extra Bunchin g Location Name ft ft ft ft °ft ft % South M Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 East 29th Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 North M Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 West 29th Street SE 100.00 18.00 136.0 90.0 30.0 1 1 15.00 1600.0 NA 5 0.01 Roundabout Capacity Model: SIDRA Standard 1 Program option resulted in zero value (single Site analysis or unconnected Site in Network analysis). 5 Not Applicable (single Site analysis or unconnected Site in Network analysis). Degree of Saturation All Movement Classes Approaches Intersection South East North West Degree of Saturation 0.24 0.22 0.47 0.60 0.60 Colour code based on Degree of Saturation [ < 0.6 ] [ 0.6 – 0.7 ] [ 0.7 – 0.8 ] [ 0.8 – 0.9 ] [ 0.9 – 1.0 ] [ > 1.0 ] Delay (Control) All Movement Classes Approaches Intersection South East North West Delay (Control)7.8 6.2 6.4 9.3 7.6 LOS A A A A A Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two-Way Sign Control (HCM LOS rule). SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: FEHR AND PEERS | Created: Friday, August 16, 2019 1:43:52 PM Project: N:\Marketing\Proposals\Proposals 2019\P19-1330_Auburn Way South Corridor Improvements\R Street Work\Sidra\R-Street_Analysis.sip8 R STREET CORRIDOR STUDY APPENDIX B – DRAINAGE STUDY DRAINAGE Conceptual level stormwater design has been designed to meet City of Auburn requirements using the Department of Ecology (DOE) Stormwater Manual 2012 (SWM) with supplemental requirements specific to the City of Auburn. The project site is within two drainage basins with the high point located at approximately 33rd Street SE. See figures in the attached Appendix B. The project site south of 33rd Street SE flows south towards the White River. The portion of the project north of 33rd Street SE flows towards the north and eventually into the Green River. The proposed project alternatives will widen R Street SE equally on both the east and west side with a center crown. The widening will be performed using a combination of full depth pavement replacement with additional sidewalk widening in some areas. The project will add approximately 0.22 acres of new impervious area in the White River Basin and 0.70 acres in the Green River Basin. The DOE SWM was used to determine the minimum stormwater requirements for this project. The project creates over 5,000 square feet of new impervious area triggering all minimum requirements to be applied to all new hard surfaces including, LID, flow control and water quality requirements. The replaced roadway will not trigger flow control or water quality, due to the percentage of new impervious being less than 50% of the existing impervious area within the project. The White River is listed as a flow control exempt water body listed in Appendix I-E of the DOE SWM. Flow control will not be required for this basin. The Green River basin is not flow control exempt and will require flow control facilities. Both basins will require water quality treatment for the new hard surfaces to meet minimum stormwater requirements. According to the DOW SWM, both the Green River and White River are listed as basic treatment water bodies in Appendix I-C. The area of the project within the White River basin is constrained by limited right-of-way and has minimal locations to create a water quality treatment facility, such as bioretention, bioswales, or compost amended filter strips, which all require open space. Due to the limited right-of-way, the conceptual design utilizes a filter media cartridge system that will fit within a 48-inch catch basin. This option will allow for the treatment option to be placed in multiple locations and within the travel-path of R Street SE. The Green River basin will meet the flow control and water quality treatment requirements by creating a wetpond or two smaller wetponds along the project corridor. This basin has several locations that provide opportunity to purchase real estate and utilize open spaces to provide stormwater treatment and flow control. The conceptual level wetpond will need approximately 27,400 cubic feet of storage volume to provide flow control and basic water quality treatment for this basin. The conveyance system along R Street SE will need to be replaced and moved to the new gutter line to correlate with the widened roadway. Cost estimates have assumed 12-inch stormwater pipes on both sides of the roadway with catch basins spaced every 200 feet to collect runoff. However, this can have higher maintenance costs in the future to maintain two 12-inch mainlines. While one larger sized pipe could be used with various connections to CBs on the other side of the road, this would increase excavation and trenching costs with potential impacts to existing wet and dry utilities. Although this option has a higher up front construction cost and would be difficult to implement if the corridor was phased, it would have lower lifetime maintenance costs. A full drainage study is included in Appendix B. © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS © 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS CITY OF AUBURN: R STREET SE AERIAL WHITE RIVERWHITE RIVERR STREET SE R STREET SE R STRE E T S EWA-164M STREET SE ORAVETZ RD SEHOWARD RD41ST ST SE33RD ST SE29TH ST SE25TH ST SE21ST ST SE129.3' 126.4' 130.9' 132.4' 138.0'135.0'142.3'145.1'144.4' 129.2' 129.2' 143.9' WHITE RIVER DRAINAGE BASIN FLOW CONTROL EXEMPT BASIC WATER QUALITY TREATMENT GREEN RIVER DRAINAGE BASIN FLOW CONTROL REQUIRED BASIC WATER QUALITY TREATMENT R Street Project Site R STREET D E P A R T M E N T O F E C O L O G Y S t a t e o f W a s h i n g t o n Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, limitation of liability, and disclaimer. Figure I-2.4.2 Flow Chart for Determining Requirements for Redevelopment Revised June 2015 Does the project result in 2,000 square feet, or more, of new plus replaced hard surface area? OR Does the land disturbing activity total 7,000 square feet or greater? Minimum Requirement #2 applies. Minimum Requirements #1 through #5 apply to the new and replaced hard surfaces and the land disturbed. Does the project add 5,000 square feet or more of new hard surfaces? OR Convert 3 4 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? All Minimum Requirements apply to the new hard surfaces and the converted vegetation areas. Is this a road related project? Does the project add 5,000 square feet or more of new hard surfaces? Do the new hard surfaces add 50% or more to the existing hard surfaces within the project limits? Is the total of new plus replaced hard surfaces 5,000 square feet or more, AND does the value of the proposed improvements - including interior improvements - exceed 50% of the assessed value (or replacement value) of the existing site improvements? No additional requirements. All Minimum Requirements apply to the new and replaced hard surfaces and converted vegetation areas. Yes No Next Question Yes No Next Question Yes No NoYes No No Yes Yes D E P A R T M E N T O F E C O L O G Y S t a t e o f W a s h i n g t o n Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, limitation of liability, and disclaimer. Figure V-2.1.1 Treatment Facility Selection Flow Chart Revised December 2015 Step 1: Identify Pollutants of Concern and Perform Off-site Analysis to Determine Receiving Waters Step 2: Determine if an Oil Control Facility is Required Step 3: Determine if Infiltration for Pollutant Removal is Practicable Step 4: Determine if Phosphorus Control is Required Step 5: Determine if Enhanced Treatment is Required Step 6: Apply a Basic Treatment Facility x Biofiltration Swales x Filter Strip x Basic Wetpond x Wetvault x Treatment Wetlands x Combined Detention/Wetpool x Sand Filters x Bioretention x Media Filter Drain x Emerging Tech. Apply Pretreatment x Presettling Basin x Any Basic Treatment BMP x Emerging Tech. Apply Infiltration x Infiltration Basin x Infiltration Trench x Bioretention Apply Oil Control Facility x API Separator x CP Separator x Linear Sand Filter x Emerging Tech. Apply Phosphorus Control Facility x Large Sand Filter x Large Wetpond* x Media Filter x Two Facility Treatment Train x Emerging Tech.* Apply an Enhanced Treatment Facility x Large Sand Filter x Treatment Wetland x Compost-amended Vegetated Filter Strip x Two Facility Treatment Train x Bioretention x Media Filter Drain x Emerging Tech. *When Phosphorus Control and Enhanced treatment are required, the Large Wetpond and certain types of emerging technologies will not meet both types of treatment requirements. A different or an additional treatment facility will be required to meet Enhanced treatment. No No No No Yes Yes Yes Yes R STREET CORRIDOR STUDY APPENDIX C – TRAFFIC WARRANT ANALYSIS 1001 4th Avenue | Suite 4120 | Seattle, WA 98154 | (206) 576-4220 | Fax (206) 576-4225 www.fehrandpeers.com Memorandum Date: January 24, 2020 To: Sean Battle, PE - KPFF From: Kara Hall & Chris Grgich, PE Subject: R Street Corridor Study Signal Warrant Analysis – DRAFT SE19-0712 Background As part of the R Street Corridor Study being completed for the City of Auburn, Fehr & Peers evaluated two intersections to determine if existing traffic volume at the intersections meet the thresholds for signal control, or if the thresholds would be met by growth expected to occur in the area. The two intersections evaluated were R Street SE/21st Street SE and M Street SE/29th Street SE. While the Manual for Uniform Traffic Control Devices (MUTCD) lists nine warrants to be evaluated when determining if consideration for traffic signal control is warranted, three of the nine warrants were determined to be applicable for this assessment. The three warrants evaluated were: Warrant 1, Eight-Hour Vehicular Volume Warrant 2, Four-Hour Vehicular Volume Warrant 3, Peak Hour Per the MUTCD, only one warrant must be met to justify consideration of installation of a traffic signal. However, meeting only one warrant does not always require the installation of a traffic signal. Data Collection Traffic data used for this assessment was provided by the City of Auburn. Peak hour traffic volume counts, collected in 2018, were provided for both study intersections and 24-hour tube counts, collected in 2019, were provided for the following roadway segments: 1. 21st Street SE between D Street SE and M Street SE KPFF January 2020 Page 2 of 4 2. 29th Street SE between A Street SE and M Street SE 3. R Street SE between 21st SE and 29th Street SE 4. R Street SE between 29th Street SE and 37th Street SE 5. Riverwalk Drive SE between Auburn Way S and Howard Road SE As intersection counts provided were based on data collected in 2018 and were only for the AM and PM peak hours, the daily counts provided in the study area were used to extrapolate intersection counts collected in 2018 to be consistent with the 2019 24-hour counts collected. Existing Conditions Signal Warrants The MUTCD provides guidance on what conditions warrant the consideration for installation of a traffic signal. The existing traffic volumes were analyzed using Highway Capacity Software 7 (HCS 7) Warrants to determine which warrants are met based on traffic data collected in 2019. Criteria required to meet each signal warrant and the results for the study intersections are summarized below. Warrant 1, Eight-Hour Vehicular Volumes Warrant 1, Eight-Hour Vehicular Volumes, requires that at least eight hours during the day exceed the minimum vehicular volume criteria given in Table 4C-1 in the MUTCD. Condition A of this warrant applies when consideration for a traffic signal is driven by the volume of intersecting traffic is high, while Condition B should be applied when the traffic volume on the major-street is high resulting in high delay on the minor-street. Neither of the study intersections met this warrant under existing conditions. Warrant 2, Four-Hour Vehicular Warrant Warrant 2, Four-Hour Vehicular Volume, is also intended for situations in which the volume of intersecting traffic is the primary reason for consideration of signal control. This warrant requires that for each of any four hours during the day, when vehicles per hour on the major-street approach and vehicles per hour on the higher-volume minor-street approach are plotted, they fall above the applicable line in Figure 4C-1 from the MUTCD. Traffic volume at the R Street SE/21st Street SE intersection was found to meet Warrant 2. Under existing conditions, this condition is met between 8:00 AM and 9:00 AM and during consecutive hours between 3:00 PM and 6:00 PM. The M Street SE/29th Street SE intersection as also found to meet Warrant 2. Under the existing conditions, the volume exceed the graphed values for six hours during the day, including four consecutive hours between 2:00 PM and 6:00 PM. KPFF January 2020 Page 3 of 4 Warrant 3, Peak Hour Warrant 3, Peak Hour, considers locations where for one-hour during the day, high traffic volume on the major-street results in excessive delay for vehicles on the minor-street. Condition A for this warrant relies on the total stopped time delay experienced by the minor-street approach. Condition B for this warrant is based on the traffic volume on the major-street and higher-volume minor street approach. Condition B for the Peak Hour Warrant, states that when plotted, vehicles per hour for one hour for the major-street and higher-volume minor street, must fall above the corresponding line in Figure 4C-3 in the MUCTD. Peak hour volumes at M Street SE/29th Street SE intersection meet the conditions for Warrant 3, Peak Hour under existing conditions. Future Volumes To determine which warrants might be met by future traffic volume, traffic forecasts were developed for 2040. For this assessment a one percent per year growth rate was applied to the existing traffic volume to forecast growth between 2019 and 2040. This growth rate would result in a 33 percent increase in daily traffic volume from 2019 to 2040 at the study intersections. 2040 Signal Warrants Signal warrant completed for future data are helpful when determining when future improvements will be needed. It is not recommended to install traffic signals for expected future volumes. Instead, future volumes can be tied to expected development, or volumes can be monitored to inform the City when a future traffic signal will be needed. Traffic volume forecasted for 2040, was used to evaluate the following warrants, consistent with the analysis completed for existing conditions: Warrant 1, Eight-Hour Vehicular Volume Warrant 2, Four-Hour Vehicular Volume Warrant 3, Peak Hour Findings for each warrant are summarized below. Warrant 1, Eight-Hour Vehicular Volumes With the expected increase in traffic volume by 2040, both study intersections are expected to meet Warrant 1 by 2040. At R Street SE/21st Street SE, 11 hours will meet the criteria for Condition B with future traffic volume. The M Street SE/29th Street SE intersection would meet Condition A for 12 hours of the day. KPFF January 2020 Page 4 of 4 Warrant 2, Four-Hour Vehicular Warrant This warrant is also expected to be met at both study intersections in 2040, consistent with findings for existing conditions. Warrant 3, Peak Hour By 2040, traffic volume both study intersections would meet Warrant 3. At both intersections Warrant 3 is expected to be met by Condition B, which states that signal control should be considered when the traffic volume on the major-street is likely to result in excessive delays on the minor street. Conclusions Based on the findings of this assessment, it is recommended that the City consider installing traffic signal or other traffic control at both the R Street SE/21st Street and the M Street SE/29th Street SE intersections. Consideration of traffic signal control is warranted at both intersections evaluated under existing conditions. At the R Street SE/21st Street intersection Warrant 2, Four-Hour Vehicular volume is met, while traffic volume at the M Street SE/29th Street SE intersection was found to meet Warrant 3, Peak Hour and Warrant 2. While MUTCD does not recommend consideration for traffic control until traffic volume measured in the field is found to meet warrants as defined in the MUTCD, evaluation of the warrants under 2040 conditions confirms that as traffic continues to grow, additional warrants for signal control are likely to be met. Attachments: Attachment A: Current Year (2019) Signal Warrant Analysis Attachment B: Future Year (2040) Signal Warrant Analysis HCS7: MUTCD Signal Warrants Rel ease 7.3 Analyst: Daniel Dye Intersection: M Street/29th Street Agency: Fehr & Peers Jurisdiction: City of Auburn Date: 1/10/2020 Units: U.S. C ustomary Project ID: SE19-0712 Analysis Year : 2018 EW Street: 29th St SE NS Street: M St ______________________________General Information__________________________ Major St. Speed (mph): 25 Population: N ot less than 10000 Nearest Signal (ft): 0 Coordinated S ignal System: N Crashes per Yr: 0 ________________________________School Crossing____________________________ Students in Highest Hour: 0 Adequate Gaps in Period: 0 Minutes in Period: 0 ________________________________Roadway Network____________________________ Two Major Routes: 0 Weekend Count: 0 5-yr Growth Factor: 0 ______________________________Geometry and Traffic_________________________ | Eastbound | Westbound | North bound | Southbound | | L T R | L T R | L T R | L T R | |______________ |_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 1 0 | 0 1 0 | 0 1 0 | LaneUsage | LTR | LTR | LTR | LTR | ____________________________________Results________________________________ Warrant 1: Eight-Hour Vehicular Volume [ ] 1 A. Minimum Vehicular Volumes [ ] 1 B. Interruption of Continuous Traffic [ ] 1 80% Vehicular --and-- Interruption Volumes [ ] Warrant 2: Four-Hour Vehicular Volume 2 A. Four-Hour Vehicular Volumes [X] Warrant 3: Peak Hour [X] 3 A. Peak-Hour Conditions [ ] 3 B. Peak-Hour Vehicular Volume Hours Met [X] Warrant 4: Pedestrian Volume [ ] 4 A. Four Hour Volumes [ ] 4 B. One-Hour Volumes [ ] Warrant 5: School Crossing [ ] 5 A. Student Volumes [ ] 5 B. Gaps Same Period [ ] Warrant 6: Coordinated Signal System 6 Degree of Platooning [ ] Warrant 7: Crash Experience [ ] 7 A. Adequate trials of alternatives [ ] 7 B. Reported crashes [ ] 7 80% Volumes for Warrants 1A, 1B --or-- 4 [X] Warrant 8: Roadway Network [ ] 8 A. Weekday Volume [ ] 8 B. Weekend Volume [ ] Warrant 9: Grade Crossing [ ] 9 A. Grade Crossing within 140 ft --and-- [ ] 9 B. Peak-Hour Vehicular Volumes [ ] ______________________________ Summary ____________________________________ Major Minor Total Delay 1A 1A 1B 1B 2 3A 3B Hours Volume Volume Volume (Veh-hr) 100% 80% 100 % 80% 100% 100% 100% 06-07 | 452 | 512 | 1176 | 0.0 | No | Yes | No | No | Yes| No | Yes 07-08 | 439 | 209 | 800 | 0.0 | No | Yes | No | No | No | No | No 08-09 | 504 | 428 | 1110 | 0.0 | Yes | Yes | No | No | Yes| No | Yes 09-10 | 359 | 277 | 751 | 0.0 | No | No | No | No | No | No | No 10-11 | 336 | 236 | 670 | 0.0 | No | No | No | No | No | No | No 11-12 | 327 | 227 | 648 | 0.0 | No | No | No | No | No | No | No 12-13 | 384 | 238 | 720 | 0.0 | No | No | No | No | No | No | No 13-14 | 429 | 247 | 778 | 0.0 | No | Yes | No | No | No | No | No 14-15 | 484 | 339 | 963 | 0.0 | No | Yes | No | No | Yes| No | No 15-16 | 601 | 385 | 1146 | 0.0 | Yes | Yes | No | Yes | Yes| No | Yes 16-17 | 621 | 403 | 1191 | 0.0 | Yes | Yes | No | Yes | Yes| No | Yes 17-18 | 585 | 402 | 1154 | 0.0 | Yes | Yes | No | No | Yes| No | Yes Total | 5521 | 3903 | 11107| | 4 | 8 | 0 | 2 | 6 | 0 | 5 Traffic Volumes (vph) | Eastbound | Westbound | Northbo und | Southbound | | L T R | L T R | L T R | L T R | | 25 211 71 | 38 90 17 | 53 98 61 | 85 365 62 | | 70 114 30 | 18 188 19 | 52 130 27 | 13 79 60 | | 28 235 80 | 42 100 19 | 45 82 51 | 71 305 52 | | 20 168 57 | 30 71 13 | 29 53 33 | 46 197 34 | | 19 157 53 | 28 67 12 | 25 45 28 | 39 168 29 | | 18 153 52 | 27 65 12 | 24 43 27 | 38 161 28 | | 22 179 61 | 32 76 14 | 25 45 28 | 40 169 29 | | 24 200 68 | 36 85 16 | 26 47 29 | 41 176 30 | | 27 226 76 | 41 96 18 | 35 65 40 | 56 242 41 | | 34 281 95 | 50 119 22 | 40 74 46 | 64 274 47 | | 35 290 98 | 52 123 23 | 42 77 48 | 67 287 49 | | 33 273 92 | 49 116 22 | 42 77 48 | 67 286 49 | Pedestrian Volumes and Gaps (Per Hour) | Volume Gap | Volume Gap | Volume Gap | Volume Gap | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | ! Delay |sec/veh veh-hrs|sec/veh veh-hrs|sec/veh v eh-hrs|sec/veh veh-hrs| | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | HCS7: MUTCD Signal Warrants Rel ease 7.3 Analyst: Daniel Dye Intersection: R Street SE & 21st Street SE Agency: Fehr & Peers Jurisdiction: City of Auburn Date: 1/10/2020 Units: U.S. C ustomary Project ID: SE19-0712 Analysis Year : 2018 EW Street: 21st St SE NS Street: R St SE ______________________________General Information__________________________ Major St. Speed (mph): 35 Population: N ot less than 10000 Nearest Signal (ft): 0 Coordinated S ignal System: N Crashes per Yr: 0 ________________________________School Crossing____________________________ Students in Highest Hour: 0 Adequate Gaps in Period: 0 Minutes in Period: 0 ________________________________Roadway Network____________________________ Two Major Routes: 0 Weekend Count: 0 5-yr Growth Factor: 0 ______________________________Geometry and Traffic_________________________ | Eastbound | Westbound | North bound | Southbound | | L T R | L T R | L T R | L T R | |______________ |_______________|_______________|_______________| No. Lanes | 0 1 1 | 0 1 0 | 0 1 0 | 0 1 0 | LaneUsage | LT R | LTR | LTR | LTR | ____________________________________Results________________________________ Warrant 1: Eight-Hour Vehicular Volume [ ] 1 A. Minimum Vehicular Volumes [ ] 1 B. Interruption of Continuous Traffic [ ] 1 80% Vehicular --and-- Interruption Volumes [ ] Warrant 2: Four-Hour Vehicular Volume 2 A. Four-Hour Vehicular Volumes [X] Warrant 3: Peak Hour [ ] 3 A. Peak-Hour Conditions [ ] 3 B. Peak-Hour Vehicular Volume Hours Met [ ] Warrant 4: Pedestrian Volume [ ] 4 A. Four Hour Volumes [ ] 4 B. One-Hour Volumes [ ] Warrant 5: School Crossing [ ] 5 A. Student Volumes [ ] 5 B. Gaps Same Period [ ] Warrant 6: Coordinated Signal System 6 Degree of Platooning [ ] Warrant 7: Crash Experience [ ] 7 A. Adequate trials of alternatives [ ] 7 B. Reported crashes [ ] 7 80% Volumes for Warrants 1A, 1B --or-- 4 [X] Warrant 8: Roadway Network [ ] 8 A. Weekday Volume [ ] 8 B. Weekend Volume [ ] Warrant 9: Grade Crossing [ ] 9 A. Grade Crossing within 140 ft --and-- [ ] 9 B. Peak-Hour Vehicular Volumes [ ] ______________________________ Summary ____________________________________ Major Minor Total Delay 1A 1A 1B 1B 2 3A 3B Hours Volume Volume Volume (Veh-hr) 100% 80% 100 % 80% 100% 100% 100% 06-07 | 1645 | 80 | 1754 | 0.0 | No | No | No | Yes | No | No | No 07-08 | 883 | 51 | 978 | 0.0 | No | No | No | No | No | No | No 08-09 | 1241 | 137 | 1426 | 0.0 | No | No | Ye s | Yes | Yes| No | No 09-10 | 836 | 91 | 960 | 0.0 | No | No | No | Yes | No | No | No 10-11 | 700 | 89 | 821 | 0.0 | No | No | No | Yes | No | No | No 11-12 | 680 | 97 | 811 | 0.0 | No | No | No | Yes | No | No | No 12-13 | 703 | 100 | 839 | 0.0 | No | No | No | Yes | No | No | No 13-14 | 708 | 108 | 854 | 0.0 | No | No | No | Yes | No | No | No 14-15 | 947 | 151 | 1151 | 0.0 | No | No | Ye s | Yes | No | No | No 15-16 | 1039 | 172 | 1272 | 0.0 | No | Yes | Ye s | Yes | Yes| No | No 16-17 | 1014 | 198 | 1282 | 0.0 | No | Yes | Ye s | Yes | Yes| No | No 17-18 | 1014 | 169 | 1242 | 0.0 | No | Yes | Ye s | Yes | Yes| No | No Total | 11410| 1443 | 13390| | 0 | 3 | 5 | 11 | 4 | 0 | 0 Traffic Volumes (vph) | Eastbound | Westbound | Northbo und | Southbound | | L T R | L T R | L T R | L T R | | 4 24 52 | 2 8 19 | 52 386 2 | 75 1096 34 | | 3 11 37 | 2 24 18 | 419 305 6 | 17 121 15 | | 6 41 90 | 3 13 32 | 39 291 1 | 56 828 26 | | 4 27 60 | 2 9 22 | 26 196 1 | 38 558 17 | | 4 27 58 | 2 9 21 | 21 164 1 | 32 467 15 | | 4 29 64 | 2 9 23 | 21 160 1 | 31 453 14 | | 5 30 65 | 2 10 24 | 22 165 1 | 32 468 15 | | 5 32 71 | 2 10 26 | 22 166 1 | 32 472 15 | | 7 45 99 | 3 14 36 | 30 222 1 | 43 631 20 | | 8 51 113 | 3 17 41 | 33 244 1 | 47 692 22 | | 9 59 130 | 4 19 47 | 32 238 1 | 46 676 21 | | 8 50 111 | 3 16 40 | 32 238 1 | 46 676 21 | Pedestrian Volumes and Gaps (Per Hour) | Volume Gap | Volume Gap | Volume Gap | Volume Gap | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | ! Delay |sec/veh veh-hrs|sec/veh veh-hrs|sec/veh v eh-hrs|sec/veh veh-hrs| | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | HCS7: MUTCD Signal Warrants Rel ease 7.3 Analyst: Daniel Dye Intersection: M Street/29th Street Agency: Fehr & Peers Jurisdiction: City of Auburn Date: 1/10/2020 Units: U.S. C ustomary Project ID: SE19-0712 Analysis Year : 2040 EW Street: 29th St SE NS Street: M St ______________________________General Information__________________________ Major St. Speed (mph): 25 Population: N ot less than 10000 Nearest Signal (ft): 0 Coordinated S ignal System: N Crashes per Yr: 0 ________________________________School Crossing____________________________ Students in Highest Hour: 0 Adequate Gaps in Period: 0 Minutes in Period: 0 ________________________________Roadway Network____________________________ Two Major Routes: 0 Weekend Count: 0 5-yr Growth Factor: 0 ______________________________Geometry and Traffic_________________________ | Eastbound | Westbound | North bound | Southbound | | L T R | L T R | L T R | L T R | |______________ |_______________|_______________|_______________| No. Lanes | 0 1 0 | 0 1 0 | 0 1 0 | 0 1 0 | LaneUsage | LTR | LTR | LTR | LTR | ____________________________________Results________________________________ Warrant 1: Eight-Hour Vehicular Volume [X] 1 A. Minimum Vehicular Volumes [X] 1 B. Interruption of Continuous Traffic [ ] 1 80% Vehicular --and-- Interruption Volumes [ ] Warrant 2: Four-Hour Vehicular Volume 2 A. Four-Hour Vehicular Volumes [X] Warrant 3: Peak Hour [X] 3 A. Peak-Hour Conditions [ ] 3 B. Peak-Hour Vehicular Volume Hours Met [X] Warrant 4: Pedestrian Volume [ ] 4 A. Four Hour Volumes [ ] 4 B. One-Hour Volumes [ ] Warrant 5: School Crossing [ ] 5 A. Student Volumes [ ] 5 B. Gaps Same Period [ ] Warrant 6: Coordinated Signal System 6 Degree of Platooning [ ] Warrant 7: Crash Experience [ ] 7 A. Adequate trials of alternatives [ ] 7 B. Reported crashes [ ] 7 80% Volumes for Warrants 1A, 1B --or-- 4 [X] Warrant 8: Roadway Network [ ] 8 A. Weekday Volume [ ] 8 B. Weekend Volume [ ] Warrant 9: Grade Crossing [ ] 9 A. Grade Crossing within 140 ft --and-- [ ] 9 B. Peak-Hour Vehicular Volumes [ ] ______________________________ Summary ____________________________________ Major Minor Total Delay 1A 1A 1B 1B 2 3A 3B Hours Volume Volume Volume (Veh-hr) 100% 80% 100 % 80% 100% 100% 100% 06-07 | 580 | 645 | 1500 | 0.0 | Yes | Yes | No | No | Yes| No | Yes 07-08 | 560 | 265 | 1020 | 0.0 | Yes | Yes | No | No | Yes| No | No 08-09 | 635 | 535 | 1400 | 0.0 | Yes | Yes | No | Yes | Yes| No | Yes 09-10 | 460 | 355 | 970 | 0.0 | No | Yes | No | No | Yes| No | No 10-11 | 430 | 300 | 860 | 0.0 | No | Yes | No | No | Yes| No | No 11-12 | 420 | 290 | 830 | 0.0 | No | Yes | No | No | No | No | No 12-13 | 490 | 305 | 925 | 0.0 | No | Yes | No | No | Yes| No | No 13-14 | 540 | 315 | 990 | 0.0 | Yes | Yes | No | No | Yes| No | No 14-15 | 615 | 430 | 1225 | 0.0 | Yes | Yes | No | Yes | Yes| No | Yes 15-16 | 760 | 485 | 1450 | 0.0 | Yes | Yes | Ye s | Yes | Yes| No | Yes 16-17 | 785 | 510 | 1510 | 0.0 | Yes | Yes | Ye s | Yes | Yes| No | Yes 17-18 | 740 | 510 | 1465 | 0.0 | Yes | Yes | No | Yes | Yes| No | Yes Total | 7015 | 4945 | 14145| | 8 | 12 | 2 | 5 | 11 | 0 | 6 Traffic Volumes (vph) | Eastbound | Westbound | Northbo und | Southbound | | L T R | L T R | L T R | L T R | | 35 265 90 | 50 115 25 | 70 125 80 | 110 455 80 | | 90 145 40 | 25 235 25 | 65 165 35 | 20 100 75 | | 35 295 100 | 55 125 25 | 60 105 65 | 90 380 65 | | 25 210 75 | 40 90 20 | 40 70 45 | 60 250 45 | | 25 200 70 | 35 85 15 | 35 60 35 | 50 210 40 | | 25 195 65 | 35 85 15 | 30 55 35 | 50 205 35 | | 30 225 80 | 40 95 20 | 35 60 35 | 50 215 40 | | 30 250 85 | 45 110 20 | 35 60 40 | 55 220 40 | | 35 285 95 | 55 120 25 | 45 85 50 | 70 305 55 | | 45 350 120 | 65 150 30 | 50 95 60 | 80 345 60 | | 45 365 125 | 65 155 30 | 55 100 60 | 85 360 65 | | 45 340 115 | 65 145 30 | 55 100 60 | 85 360 65 | Pedestrian Volumes and Gaps (Per Hour) | Volume Gap | Volume Gap | Volume Gap | Volume Gap | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | ! Delay |sec/veh veh-hrs|sec/veh veh-hrs|sec/veh v eh-hrs|sec/veh veh-hrs| | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | HCS7: MUTCD Signal Warrants Rel ease 7.3 Analyst: Daniel Dye Intersection: R Street SE & 21st Street SE Agency: Fehr & Peers Jurisdiction: City of Auburn Date: 1/10/2020 Units: U.S. C ustomary Project ID: SE19-0712 Analysis Year : 2040 EW Street: 21st St SE NS Street: R St SE ______________________________General Information__________________________ Major St. Speed (mph): 35 Population: N ot less than 10000 Nearest Signal (ft): 0 Coordinated S ignal System: N Crashes per Yr: 0 ________________________________School Crossing____________________________ Students in Highest Hour: 0 Adequate Gaps in Period: 0 Minutes in Period: 0 ________________________________Roadway Network____________________________ Two Major Routes: 0 Weekend Count: 0 5-yr Growth Factor: 0 ______________________________Geometry and Traffic_________________________ | Eastbound | Westbound | North bound | Southbound | | L T R | L T R | L T R | L T R | |______________ |_______________|_______________|_______________| No. Lanes | 0 1 1 | 0 1 0 | 0 1 0 | 0 1 0 | LaneUsage | LT R | LTR | LTR | LTR | ____________________________________Results________________________________ Warrant 1: Eight-Hour Vehicular Volume [X] 1 A. Minimum Vehicular Volumes [ ] 1 B. Interruption of Continuous Traffic [X] 1 80% Vehicular --and-- Interruption Volumes [ ] Warrant 2: Four-Hour Vehicular Volume 2 A. Four-Hour Vehicular Volumes [X] Warrant 3: Peak Hour [X] 3 A. Peak-Hour Conditions [ ] 3 B. Peak-Hour Vehicular Volume Hours Met [X] Warrant 4: Pedestrian Volume [ ] 4 A. Four Hour Volumes [ ] 4 B. One-Hour Volumes [ ] Warrant 5: School Crossing [ ] 5 A. Student Volumes [ ] 5 B. Gaps Same Period [ ] Warrant 6: Coordinated Signal System 6 Degree of Platooning [ ] Warrant 7: Crash Experience [ ] 7 A. Adequate trials of alternatives [ ] 7 B. Reported crashes [ ] 7 80% Volumes for Warrants 1A, 1B --or-- 4 [X] Warrant 8: Roadway Network [ ] 8 A. Weekday Volume [ ] 8 B. Weekend Volume [ ] Warrant 9: Grade Crossing [ ] 9 A. Grade Crossing within 140 ft --and-- [ ] 9 B. Peak-Hour Vehicular Volumes [ ] ______________________________ Summary ____________________________________ Major Minor Total Delay 1A 1A 1B 1B 2 3A 3B Hours Volume Volume Volume (Veh-hr) 100% 80% 100 % 80% 100% 100% 100% 06-07 | 2060 | 100 | 2200 | 0.0 | No | No | Ye s | Yes | Yes| No | No 07-08 | 1115 | 70 | 1245 | 0.0 | No | No | No | No | No | No | No 08-09 | 1560 | 180 | 1805 | 0.0 | No | Yes | Ye s | Yes | Yes| No | Yes 09-10 | 1055 | 115 | 1220 | 0.0 | No | No | Ye s | Yes | No | No | No 10-11 | 885 | 115 | 1050 | 0.0 | No | No | Ye s | Yes | No | No | No 11-12 | 860 | 125 | 1035 | 0.0 | No | No | Ye s | Yes | No | No | No 12-13 | 890 | 135 | 1075 | 0.0 | No | No | Ye s | Yes | No | No | No 13-14 | 895 | 140 | 1090 | 0.0 | No | No | Ye s | Yes | No | No | No 14-15 | 1195 | 195 | 1460 | 0.0 | No | Yes | Ye s | Yes | Yes| No | No 15-16 | 1310 | 220 | 1615 | 0.0 | Yes | Yes | Ye s | Yes | Yes| No | Yes 16-17 | 1280 | 255 | 1625 | 0.0 | Yes | Yes | Ye s | Yes | Yes| No | Yes 17-18 | 1280 | 215 | 1570 | 0.0 | Yes | Yes | Ye s | Yes | Yes| No | Yes Total | 14385| 1865 | 16990| | 3 | 5 | 11 | 11 | 6 | 0 | 4 Traffic Volumes (vph) | Eastbound | Westbound | Northbo und | Southbound | | L T R | L T R | L T R | L T R | | 5 30 65 | 5 10 25 | 65 485 5 | 95 1365 45 | | 5 15 50 | 5 30 25 | 525 380 10 | 25 155 20 | | 10 55 115 | 5 20 40 | 50 365 5 | 70 1035 35 | | 5 35 75 | 5 15 30 | 35 245 5 | 50 695 25 | | 5 35 75 | 5 15 30 | 30 205 5 | 40 585 20 | | 5 40 80 | 5 15 30 | 30 200 5 | 40 565 20 | | 10 40 85 | 5 15 30 | 30 210 5 | 40 585 20 | | 10 40 90 | 5 15 35 | 30 210 5 | 40 590 20 | | 10 60 125 | 5 20 45 | 40 280 5 | 55 790 25 | | 10 65 145 | 5 25 55 | 45 305 5 | 60 865 30 | | 15 75 165 | 5 25 60 | 40 300 5 | 60 845 30 | | 10 65 140 | 5 20 50 | 40 300 5 | 60 845 30 | Pedestrian Volumes and Gaps (Per Hour) | Volume Gap | Volume Gap | Volume Gap | Volume Gap | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | | 0 0 | 0 0 | 0 0 | 0 0 | ! Delay |sec/veh veh-hrs|sec/veh veh-hrs|sec/veh v eh-hrs|sec/veh veh-hrs| | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | 0.0 0.0 | R STREET CORRIDOR STUDY APPENDIX D – COST ESTIMATE Appendix XX. Engineer’s Cost Estimate Table 1 – R St Corridor Alternatives Cost Summary Replace Sidewalk and Pavement Replace channelization Replace Pavement and S/W as- needed Alternative 1 $6,060,400 $5,447,605 $5,667,963 Alternative 2 $5,981,200 $5,369,184 $5,564,615 Alternative 3 $6,180,400 $5,593,375 $5,713,677 Table 2 - Intersection Alternatives Cost Summary Signal ( 1 SB lane) Signal (2 SB lanes) Roundabout (Single Lane) Roundabout (Multi- Lane) Free Right and Stop Control Howard Rd (West Leg)/R N/A N/A N/A N/A $137,523 21st/R $1,075,502 $1,275,325 $598,000 $860,238 N/A 29th/R $905,351 $1,089,496 $1,007,730 $1,190,128 N/A 29th/M $633,370 N/A $693,995 N/A N/A Table 3 – R Street Project Sequencing Project Sequence Order Cost Estimate 29th/R Intersection Improvements w/2nd southbound lane from 22nd to 33rd 1st $4,963,360 21st/R and Howard Rd (west leg) /R Combined Improvements 2nd $1,360,921 R St Re-Channelization south of 33rd Street SE to include two way left turn lane (w/o grind & overlay) Any Order $587,025 R St Re-Channelization south of 33rd Street SE to include two way left turn lane (w/grind & overlay) Any Order $1,681,138 CORRIDOR ALTERNATIVE 1 Client:City of Auburn Project:R Street Corridor Study Title:Alternative 1 By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 4321 SY $25.00 $108,030.56 REMOVE CEMENT CONC. SIDEWALK 6301 SY $20 $126,028.89 PLANE/GRADE HMA 18001 SY $6.00 $108,007.33 CLEARING AND GRUBBING 0.46 ACRE $60,000 $27,542.70 CRUSHED SURFACING BASE COURSE 3560 TON $30.00 $106,788.87 HMA CL 1/2"3915 TON $100.00 $391,515.83 CEMENT CONC. CURB AND GUTTER 12500 LF $35.00 $437,500.00 CEMENT CONC. SIDEWALK 6757 SY $60.00 $405,400.00 CEMENT CONC. ADA CURB RAMP 37 EA $2,000.00 $74,000.00 FENCING 1684 LF $40.00 $67,360.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.7400 LF $50.00 $370,000.00 CATCH BASIN TYPE 1 37 EA $2,500.00 $92,500.00 CATCH BASIN TYPE 2 48 IN. DIAM.6 EA $4,000.00 $24,000.00 POND 27400 CF $8.00 $219,200.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3996 CY $50.00 $199,800.00 FLOW CONTROL STRUCTURE 1 EA $5,000.00 $5,000.00 EMERGENCY SPILLWAY 1 LS $3,000.00 $3,000.00 CONNECTION TO DRAINAGE STRUCTURE 2 EA $1,500.00 $3,000.00 STRUCTURE RETAINING WALL 528 SF $120.00 $63,360.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $8,000.00 $8,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 24,000 LF $1.30 $31,200.00 PAVEMENT MARKING - SYMBOLS 50 EA $250.00 $12,500.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 $2,913,734 MISC CONSTRUCTION MOBILIZATION 6%LS $174,824.05 $174,824.05 TRAFFIC CONTORL 3%LS $87,412.03 $87,412.03 SURVEYING 1%LS $29,137.34 $29,137.34 CONSTRUCTION ADMIN 5%LS $145,686.71 $145,686.71 $3,350,794 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 14215 SF $20.00 $284,300.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 20934 SF $20.00 $418,680.00 $702,980 SOFT COSTS CITY ADMINISTRATION 10%LS $405,377.43 $405,377.43 DESGIN & PERMITTING 20%LS $810,754.86 $810,754.86 $1,216,132 Subtotal $5,269,907 Contingecy (15%)$790,486 Project Total $6,060,393 CORRIDOR 1 ALTERNATIVE- TWO SB LANES Hard Construction Sub-Total Construction Sub-Total R/W Sub-Total Soft Cost Sub-Total Page 1 of 4 Client:City of Auburn Project:R Street Corridor Study Title:Alternative 1 By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 4321 SY $25.00 $108,030.56 REMOVE CEMENT CONC. SIDEWALK 4850 SY $20 $96,994.44 PLANE/GRADE HMA 18001 SY $6.00 $108,007.33 CLEARING AND GRUBBING 0.46 ACRE $60,000 $27,542.70 CRUSHED SURFACING BASE COURSE 3560 TON $30.00 $106,788.87 HMA CL 1/2"3915 TON $100.00 $391,515.83 CEMENT CONC. CURB AND GUTTER 10077 LF $35.00 $352,695.00 CEMENT CONC. SIDEWALK 4850 SY $60.00 $290,983.33 CEMENT CONC. ADA CURB RAMP 37 EA $2,000.00 $74,000.00 FENCING 1684 LF $40.00 $67,360.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.7400 LF $50.00 $370,000.00 CATCH BASIN TYPE 1 37 EA $2,500.00 $92,500.00 CATCH BASIN TYPE 2 48 IN. DIAM.6 EA $4,000.00 $24,000.00 POND 27400 CF $8.00 $219,200.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3996 CY $50.00 $199,800.00 FLOW CONTROL STRUCTURE 1 EA $5,000.00 $5,000.00 EMERGENCY SPILLWAY 1 LS $3,000.00 $3,000.00 CONNECTION TO DRAINAGE STRUCTURE 2 EA $1,500.00 $3,000.00 STRUCTURE RETAINING WALL 528 SF $120.00 $63,360.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $8,000.00 $8,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 24,000 LF $1.30 $31,200.00 PAVEMENT MARKING - SYMBOLS 50 EA $250.00 $12,500.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $2,685,478 MISC CONSTRUCTION MOBILIZATION 6%LS $161,128.68 $161,128.68 TRAFFIC CONTORL 3%LS $80,564.34 $80,564.34 SURVEYING 1%LS $26,854.78 $26,854.78 CONSTRUCTION ADMIN 5%LS $134,273.90 $134,273.90 Construction Sub-Total $3,088,300 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 14215 SF $20.00 $284,300.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 20934 SF $20.00 $418,680.00 R/W Sub-Total $702,980 SOFT COSTS CITY ADMINISTRATION 10%LS $379,127.98 $379,127.98 DESGIN & PERMITTING 20%LS $758,255.96 $758,255.96 Soft Cost Sub-Total $1,137,384 Subtotal $4,928,664 Contingecy (15%)$739,300 Project Total $5,667,963 CORRIDOR 1 ALTERNATIVE- TWO SB LANES Sidewalk and overlay as-needed for southern end of corridor (33rd St. SE) Page 3 of 4 Client:City of Auburn Project:R Street Corridor Study Title:Alternative 1 By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 4321 SY $25.00 $108,030.56 REMOVE CEMENT CONC. SIDEWALK 4194 SY $20.00 $83,873.33 PLANE/GRADE HMA 13078 SY $6.00 $78,470.67 CLEARING AND GRUBBING 0.44 ACRE $60,000 $26,165.29 CRUSHED SURFACING BASE COURSE 3560 TON $30.00 $106,788.87 HMA CL 1/2"3394 TON $100.00 $339,380.03 CEMENT CONC. CURB AND GUTTER 10077 LF $35.00 $352,695.00 CEMENT CONC. SIDEWALK 4850 SY $60.00 $290,983.33 CEMENT CONC. ADA CURB RAMP 21 EA $2,000.00 $42,000.00 FENCING 1684 LF $40.00 $67,360.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.7400 LF $50.00 $370,000.00 CATCH BASIN TYPE 1 37 EA $2,500.00 $92,500.00 CATCH BASIN TYPE 2 48 IN. DIAM.6 EA $4,000.00 $24,000.00 POND 27400 CF $8.00 $219,200.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3996 CY $50.00 $199,800.00 FLOW CONTROL STRUCTURE 1 EA $5,000.00 $5,000.00 EMERGENCY SPILLWAY 1 LS $3,000.00 $3,000.00 CONNECTION TO DRAINAGE STRUCTURE 2 EA $1,500.00 $3,000.00 STRUCTURE RETAINING WALL 528 SF $120.00 $63,360.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $8,000.00 $8,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 24,000 LF $1.30 $31,200.00 PAVEMENT MARKING - SYMBOLS 50 EA $250.00 $12,500.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $2,557,307 MISC CONSTRUCTION MOBILIZATION 6%LS $153,438.42 $153,438.42 TRAFFIC CONTORL 3%LS $76,719.21 $76,719.21 SURVEYING 1%LS $25,573.07 $25,573.07 CONSTRUCTION ADMIN 5%LS $127,865.35 $127,865.35 Construction Sub-Total $2,940,903 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 14215 SF $20.00 $284,300.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 20934 SF $20.00 $418,680.00 R/W Sub-Total $702,980 SOFT COSTS CITY ADMINISTRATION 10%LS $364,388.31 $364,388.31 DESGIN & PERMITTING 20%LS $728,776.63 $728,776.63 Soft Cost Sub-Total $1,093,165 Subtotal $4,737,048 Contingecy (15%)$710,557 Project Total $5,447,605 CORRIDOR 1 ALTERNATIVE- TWO SB LANES Channelization only change to southern end of corridor (33rd St. SE) Page 2 of 4 sqftdepth (ft)cuftcuydwtOverlay1559580.167259939631974sqftdepth (ft)cuftcuydwtFull-depth511450.500255739471942Overlay1147580.16719126.333337081452CSBC511450.9174688317363560Full-depth511450.50025572.59471942Total3915CSBC511450.91746882.9166717363560Total3394sqftsqydPlaning/grinding16201118001sqftsqydRemove full-depth388914321Planing/grinding11770613078Total18001Remove full-depth388914321Total13078sqftacresLandscape restoration21980.05sqftacresClearing/grubbing199960.46Landscape restoration21980.05Clearing/grubbing189960.44sqftsqydRemove sidewalk567136301sqftsqydNew conc sidewalk608106757Remove sidewalk377434194New conc sidewalk436484850lineal ftAdd curb12500lineal ftAdd curb10077lineal ftheight (ft)sqftRetaining wall1324528lineal ftheight (ft)sqftRetaining wall1324528sqftdepth (ft)cuftcuydwtOverlay1559580.167259939631974Full-depth511450.500255739471942CSBC511450.9174688317363560Total3915sqftsqydPlaning/grinding16201118001Remove full-depth388914321Total18001sqftacresLandscape restoration21980.05Clearing/grubbing189960.44sqftsqydRemove sidewalk377434194New conc sidewalk436484850lineal ftAdd curb10077lineal ftheight (ft)sqftRetaining wall1324528Curb and gutterWallCORRIDOR DATA- Pvmt and S/W as-neededHMA Class 1/2"Pavement Site prepLandscapeSidewalkSidewalkCurb and gutterWallCORRIDOR DATAHMA Class 1/2"Pavement Site prepLandscapeCurb and gutterWallCORRIDOR DATA- Chan only HMA Class 1/2"Pavement Site prepLandscapeSidewalk CORRIDOR ALTERNATIVE 2 Client:City of Auburn Project:R Street Corridor Study Title:Alternative 2 By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 4195 SY $25.00 $104,872.22 REMOVE CEMENT CONC. SIDEWALK 6307 SY $20.00 $126,135.56 PLANE/GRADE HMA 18108 SY $6.00 $108,645.33 CLEARING AND GRUBBING 0.36 ACRE $40,000 $14,534.44 CRUSHED SURFACING BASE COURSE 3440 TON $30.00 $103,187.13 HMA CL 1/2"3836 TON $100.00 $383,615.74 CEMENT CONC. CURB AND GUTTER 12500 LF $35.00 $437,500.00 CEMENT CONC. SIDEWALK 7026 SY $60.00 $421,546.67 CEMENT CONC. ADA CURB RAMP 37 EA $2,000.00 $74,000.00 FENCING 1329 LF $40.00 $53,160.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.7400 LF $50.00 $370,000.00 CATCH BASIN TYPE 1 37 EA $2,500.00 $92,500.00 CATCH BASIN TYPE 2 48 IN. DIAM.6 EA $4,000.00 $24,000.00 POND 27400 CF $8.00 $219,200.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3996 CY $50.00 $199,800.00 FLOW CONTROL STRUCTURE 1 EA $5,000.00 $5,000.00 EMERGENCY SPILLWAY 1 LS $3,000.00 $3,000.00 CONNECTION TO DRAINAGE STRUCTURE 2 EA $1,500.00 $3,000.00 STRUCTURE RETAINING WALL 528 SF $120.00 $63,360.00 RETAINING WALL FILL 0 TON $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $8,000.00 $8,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 24,000 LF $1.30 $31,200.00 PAVEMENT MARKING - SYMBOLS 50 EA $250.00 $12,500.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 FLASHING BEACON CROSSING 0 EA $30,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $2,888,757.08 MISC CONSTRUCTION MOBILIZATION 6%LS $173,325.43 $173,325.43 TRAFFIC CONTORL 3%LS $86,662.71 $86,662.71 SURVEYING 1%LS $28,887.57 $28,887.57 CONSTRUCTION ADMIN 5%LS $144,437.85 $144,437.85 Construction Sub-Total $3,322,070.65 ROW ACQUISITION CITY OF AUBURN FULL PARCEL TAKE - WETPOND 20934 SF $20.00 $418,680.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 13002 SF $20.00 $260,040.00 R/W Sub-Total $678,720.00 SOFT COSTS CITY ADMINISTRATION 10%LS $400,079.06 $400,079.06 DESGIN & PERMITTING 20%LS $800,158.13 $800,158.13 Soft Cost Sub-Total $1,200,237.19 Subtotal $5,201,027.84 Contingecy (15%)$780,154.18 Project Total $5,981,182.02 CORRIDOR ALTERNATIVE 2 - TWO-WAY LEFT TURN LANE Page 1 of 4 Client:City of Auburn Project:R Street Corridor Study Title:Alternative 2 By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 4195 SY $25.00 $104,872.22 REMOVE CEMENT CONC. SIDEWALK 4199 SY $20.00 $83,980.00 PLANE/GRADE HMA 13185 SY $6.00 $79,108.67 CLEARING AND GRUBBING 0.34 ACRE $40,000 $13,616.16 CRUSHED SURFACING BASE COURSE 3440 TON $30.00 $103,187.13 HMA CL 1/2"3315 TON $100.00 $331,479.94 CEMENT CONC. CURB AND GUTTER 10077 LF $35.00 $352,695.00 CEMENT CONC. SIDEWALK 5119 SY $60.00 $307,130.00 CEMENT CONC. ADA CURB RAMP 21 EA $2,000.00 $42,000.00 FENCING 1329 LF $40.00 $53,160.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.7400 LF $50.00 $370,000.00 CATCH BASIN TYPE 1 37 EA $2,500.00 $92,500.00 CATCH BASIN TYPE 2 48 IN. DIAM.6 EA $4,000.00 $24,000.00 POND 27400 CF $8.00 $219,200.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3996 CY $50.00 $199,800.00 FLOW CONTROL STRUCTURE 1 EA $5,000.00 $5,000.00 EMERGENCY SPILLWAY 1 LS $3,000.00 $3,000.00 CONNECTION TO DRAINAGE STRUCTURE 2 EA $1,500.00 $3,000.00 STRUCTURE RETAINING WALL 528 SF $120.00 $63,360.00 RETAINING WALL FILL 0 TON $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $8,000.00 $8,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 24,000 LF $1.30 $31,200.00 PAVEMENT MARKING - SYMBOLS 50 EA $250.00 $12,500.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 FLASHING BEACON CROSSING 0 EA $30,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $2,532,789.12 MISC CONSTRUCTION MOBILIZATION 6%LS $151,967.35 $151,967.35 TRAFFIC CONTORL 3%LS $75,983.67 $75,983.67 SURVEYING 1%LS $25,327.89 $25,327.89 CONSTRUCTION ADMIN 5%LS $126,639.46 $126,639.46 Construction Sub-Total $2,912,707.49 ROW ACQUISITION CITY OF AUBURN FULL PARCEL TAKE - WETPOND 20934 SF $20.00 $418,680.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 13002 SF $20.00 $260,040.00 R/W Sub-Total $678,720.00 SOFT COSTS CITY ADMINISTRATION 10%LS $359,142.75 $359,142.75 DESGIN & PERMITTING 20%LS $718,285.50 $718,285.50 Soft Cost Sub-Total $1,077,428.25 Subtotal $4,668,855.73 Contingecy (15%)$700,328.36 Project Total $5,369,184.09 CORRIDOR ALTERNATIVE 2 - TWO-WAY LEFT TURN LANE Channelization only change to southern end of corridor (33rd St. SE) Page 2 of 4 Client:City of Auburn Project:R Street Corridor Study Title:Alternative 2 By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 4195 SY $25.00 $104,872.22 REMOVE CEMENT CONC. SIDEWALK 4199 SY $20.00 $83,980.00 PLANE/GRADE HMA 18108 SY $6.00 $108,645.33 CLEARING AND GRUBBING 0.34 ACRE $40,000 $13,616.16 CRUSHED SURFACING BASE COURSE 3440 TON $30.00 $103,187.13 HMA CL 1/2"3836 TON $100.00 $383,615.74 CEMENT CONC. CURB AND GUTTER 10077 LF $35.00 $352,695.00 CEMENT CONC. SIDEWALK 5119 SY $60.00 $307,130.00 CEMENT CONC. ADA CURB RAMP 37 EA $2,000.00 $74,000.00 FENCING 1329 LF $40.00 $53,160.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.7400 LF $50.00 $370,000.00 CATCH BASIN TYPE 1 37 EA $2,500.00 $92,500.00 CATCH BASIN TYPE 2 48 IN. DIAM.6 EA $4,000.00 $24,000.00 POND 27400 CF $8.00 $219,200.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3996 CY $50.00 $199,800.00 FLOW CONTROL STRUCTURE 1 EA $5,000.00 $5,000.00 EMERGENCY SPILLWAY 1 LS $3,000.00 $3,000.00 CONNECTION TO DRAINAGE STRUCTURE 2 EA $1,500.00 $3,000.00 STRUCTURE RETAINING WALL 528 SF $120.00 $63,360.00 RETAINING WALL FILL 0 TON $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $8,000.00 $8,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 24,000 LF $1.30 $31,200.00 PAVEMENT MARKING - SYMBOLS 50 EA $250.00 $12,500.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 FLASHING BEACON CROSSING 0 EA $30,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $2,646,461.59 MISC CONSTRUCTION MOBILIZATION 6%LS $158,787.70 $158,787.70 TRAFFIC CONTORL 3%LS $79,393.85 $79,393.85 SURVEYING 1%LS $26,464.62 $26,464.62 CONSTRUCTION ADMIN 5%LS $132,323.08 $132,323.08 Construction Sub-Total $3,043,430.83 ROW ACQUISITION CITY OF AUBURN FULL PARCEL TAKE - WETPOND 20934 SF $20.00 $418,680.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 13002 SF $20.00 $260,040.00 R/W Sub-Total $678,720.00 SOFT COSTS CITY ADMINISTRATION 10%LS $372,215.08 $372,215.08 DESGIN & PERMITTING 20%LS $744,430.17 $744,430.17 Soft Cost Sub-Total $1,116,645.25 Subtotal $4,838,796.07 Contingecy (15%)$725,819.41 Project Total $5,564,615.48 CORRIDOR ALTERNATIVE 2 - TWO-WAY LEFT TURN LANE Sidewalk and overlay as-needed for southern end of corridor (33rd St. SE) Page 3 of 4 HMA Class 1/2"HMA Class 1/2"sqftdepth (ft)cuftcuydwtsqftdepth (ft)cuftcuydwtOverlay1548900.167258159561960Overlay1136900.167189487021439Full-depth494200.500247109151876Full-depth494200.500247109151876CSBC494200.9174530216783440CSBC494200.9174530216783440Total3836Total3315Pavement Site prepPavement Site prepsqftsqydsqftsqydPlaning/grinding16296818108Planing/grinding11866313185Remove full-depth377544195Remove full-depth377544195Total18108Total13185LandscapeLandscapesqftacressqftacresLandscape restoration262190.60Landscape restoration262190.60Clearing/grubbing158280.36Clearing/grubbing148280.34SidewalkSidewalksqftsqydsqftsqydRemove sidewalk567616307Remove sidewalk377914199New conc sidewalk632327026New conc sidewalk460705119Curb and gutterCurb and gutterlineal ftlineal ftAdd curb12500Add curb10077WallWalllineal ftheight (ft)sqftlineal ftheight (ft)sqftRetaining wall1324528Retaining wall1324528HMA Class 1/2"sqftdepth (ft)cuftcuydwtOverlay1548900.167258159561960Full-depth494200.500247109151876CSBC494200.9174530216783440Total3836Pavement Site prepsqftsqydPlaning/grinding16296818108Remove full-depth377544195Total18108LandscapesqftacresLandscape restoration262190.60Clearing/grubbing148280.34SidewalkRemove sidewalk377914199New conc sidewalk4607051190Curb and gutterlineal ftAdd curb10077Walllineal ftheight (ft)sqftRetaining wall1324528CORRIDOR DATACORRIDOR DATA- chan onlyCORRIDOR DATA- overlay & s/w as-needed CORRIDOR ALTERNATIVE 3 Client:City of Auburn Project:R Street Corridor Study Title:Alternative 3 By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 4882 SY $25.00 $122,041.67 REMOVE CEMENT CONC. SIDEWALK 6301 SY $20 $126,028.89 PLANE/GRADE HMA 17304 SY $6.00 $103,821.33 CLEARING AND GRUBBING 0.51 ACRE $40,000 $20,473.83 CRUSHED SURFACING BASE COURSE 3829 TON $30.00 $114,879.72 HMA CL 1/2"4011 TON $100.00 $401,149.57 CEMENT CONC. CURB AND GUTTER 14314 LF $35.00 $500,990.00 CEMENT CONC. SIDEWALK 6779 SY $60.00 $406,753.33 CEMENT CONC. ADA CURB RAMP 37 EA $2,000.00 $74,000.00 FENCING 1441 LF $40.00 $57,640.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.7400 LF $50.00 $370,000.00 CATCH BASIN TYPE 1 37 EA $2,500.00 $92,500.00 CATCH BASIN TYPE 2 48 IN. DIAM.6 EA $4,000.00 $24,000.00 POND 27400 CF $8.00 $219,200.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3996 CY $50.00 $199,800.00 FLOW CONTROL STRUCTURE 1 EA $5,000.00 $5,000.00 EMERGENCY SPILLWAY 1 LS $3,000.00 $3,000.00 CONNECTION TO DRAINAGE STRUCTURE 2 EA $1,500.00 $3,000.00 STRUCTURE RETAINING WALL 528 SF $120.00 $63,360.00 RETAINING WALL FILL 0 TON $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $8,000.00 $8,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 24,000 LF $1.30 $31,200.00 PAVEMENT MARKING - SYMBOLS 50 EA $250.00 $12,500.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 LS $350,000.00 $0.00 FLASHING BEACON CROSSING 0 EA $30,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $2,989,338.34 MISC CONSTRUCTION MOBILIZATION 6%LS $179,360.30 $179,360.30 TRAFFIC CONTORL 3%LS $89,680.15 $89,680.15 SURVEYING 1%LS $29,893.38 $29,893.38 CONSTRUCTION ADMIN 5%LS $8,968.02 $8,968.02 Construction Sub-Total $3,297,240.19 ROW ACQUISITION CITY OF AUBURN FULL PARCEL TAKE FOR WETPOND 20934 SF $20.00 $418,680.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN PRIVATE PROPERTY TAKE 20905 SF $20.00 $418,100.00 R/W Sub-Total $836,780.00 SOFT COSTS CITY ADMINISTRATION 10%LS $413,402.02 $413,402.02 DESGIN & PERMITTING 20%LS $826,804.04 $826,804.04 Soft Cost Sub-Total $1,240,206.06 Subtotal $5,374,226.25 Contingecy (15%)$806,133.94 Project Total $6,180,360.19 CORRIDOR ALTERNATIVE 3- COMBINATION 2 SB LANES & TWLTL Page 1 of 4 Client:City of Auburn Project:R Street Corridor Study Title:Alternative 3 By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 4882 SY $25.00 $122,041.67 REMOVE CEMENT CONC. SIDEWALK 4194 SY $20 $83,873.33 PLANE/GRADE HMA 12381 SY $6.00 $74,284.67 CLEARING AND GRUBBING 0.49 ACRE $40,000 $19,555.56 CRUSHED SURFACING BASE COURSE 3829 TON $30.00 $114,879.72 HMA CL 1/2"3490 TON $100.00 $349,013.77 CEMENT CONC. CURB AND GUTTER 11891 LF $35.00 $416,185.00 CEMENT CONC. SIDEWALK 4872 SY $60.00 $292,336.67 CEMENT CONC. ADA CURB RAMP 21 EA $2,000.00 $42,000.00 FENCING 1441 LF $40.00 $57,640.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.7400 LF $50.00 $370,000.00 CATCH BASIN TYPE 1 37 EA $2,500.00 $92,500.00 CATCH BASIN TYPE 2 48 IN. DIAM.6 EA $4,000.00 $24,000.00 POND 27400 CF $8.00 $219,200.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3996 CY $50.00 $199,800.00 FLOW CONTROL STRUCTURE 1 EA $5,000.00 $5,000.00 EMERGENCY SPILLWAY 1 LS $3,000.00 $3,000.00 CONNECTION TO DRAINAGE STRUCTURE 2 EA $1,500.00 $3,000.00 STRUCTURE RETAINING WALL 528 SF $120.00 $63,360.00 RETAINING WALL FILL 0 TON $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $8,000.00 $8,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 24,000 LF $1.30 $31,200.00 PAVEMENT MARKING - SYMBOLS 50 EA $250.00 $12,500.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 LS $350,000.00 $0.00 FLASHING BEACON CROSSING 0 EA $30,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $2,633,370.38 MISC CONSTRUCTION MOBILIZATION 6%LS $158,002.22 $158,002.22 TRAFFIC CONTORL 3%LS $79,001.11 $79,001.11 SURVEYING 1%LS $26,333.70 $26,333.70 CONSTRUCTION ADMIN 5%LS $7,900.11 $7,900.11 Construction Sub-Total $2,904,607.53 ROW ACQUISITION CITY OF AUBURN FULL PARCEL TAKE FOR WETPOND 20934 SF $20.00 $418,680.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN PRIVATE PROPERTY TAKE 20905 SF $20.00 $418,100.00 R/W Sub-Total $836,780.00 SOFT COSTS CITY ADMINISTRATION 10%LS $374,138.75 $374,138.75 DESGIN & PERMITTING 20%LS $748,277.51 $748,277.51 Soft Cost Sub-Total $1,122,416.26 Subtotal $4,863,803.78 Contingecy (15%)$729,570.57 Project Total $5,593,374.35 CORRIDOR ALTERNATIVE 3- COMBINATION 2 SB LANES & TWLTL Channelization only change to southern end of corridor (33rd St. SE) Page 2 of 4 Client:City of Auburn Project:R Street Corridor Study Title:Alternative 3 By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 4882 SY $25.00 $122,041.67 REMOVE CEMENT CONC. SIDEWALK 4194 SY $20 $83,873.33 PLANE/GRADE HMA 17304 SY $6.00 $103,821.33 CLEARING AND GRUBBING 0.49 ACRE $40,000 $19,555.56 CRUSHED SURFACING BASE COURSE 3829 TON $30.00 $114,879.72 HMA CL 1/2"4011 TON $100.00 $401,149.57 CEMENT CONC. CURB AND GUTTER 11891 LF $35.00 $416,185.00 CEMENT CONC. SIDEWALK 4194 SY $60.00 $251,620.00 CEMENT CONC. ADA CURB RAMP 37 EA $2,000.00 $74,000.00 FENCING 1441 LF $40.00 $57,640.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.7400 LF $50.00 $370,000.00 CATCH BASIN TYPE 1 37 EA $2,500.00 $92,500.00 CATCH BASIN TYPE 2 48 IN. DIAM.6 EA $4,000.00 $24,000.00 POND 27400 CF $8.00 $219,200.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3996 CY $50.00 $199,800.00 FLOW CONTROL STRUCTURE 1 EA $5,000.00 $5,000.00 EMERGENCY SPILLWAY 1 LS $3,000.00 $3,000.00 CONNECTION TO DRAINAGE STRUCTURE 2 EA $1,500.00 $3,000.00 STRUCTURE RETAINING WALL 528 SF $120.00 $63,360.00 RETAINING WALL FILL 0 TON $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $8,000.00 $8,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 24,000 LF $1.30 $31,200.00 PAVEMENT MARKING - SYMBOLS 50 EA $250.00 $12,500.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 LS $350,000.00 $0.00 FLASHING BEACON CROSSING 0 EA $30,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $2,706,326.18 MISC CONSTRUCTION MOBILIZATION 6%LS $162,379.57 $162,379.57 TRAFFIC CONTORL 3%LS $81,189.79 $81,189.79 SURVEYING 1%LS $27,063.26 $27,063.26 CONSTRUCTION ADMIN 5%LS $8,118.98 $8,118.98 Construction Sub-Total $2,985,077.78 ROW ACQUISITION CITY OF AUBURN FULL PARCEL TAKE FOR WETPOND 20934 SF $20.00 $418,680.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN PRIVATE PROPERTY TAKE 20905 SF $20.00 $418,100.00 R/W Sub-Total $836,780.00 SOFT COSTS CITY ADMINISTRATION 10%LS $382,185.78 $382,185.78 DESGIN & PERMITTING 20%LS $764,371.56 $764,371.56 Soft Cost Sub-Total $1,146,557.33 Subtotal $4,968,415.11 Contingecy (15%)$745,262.27 Project Total $5,713,677.37 CORRIDOR ALTERNATIVE 3- COMBINATION 2 SB LANES & TWLTL Sidewalk and overlay as-needed for southern end of corridor (33rd St. SE) Page 3 of 4 HMA Class 1/2"HMA Class 1/2"sqftdepth (ft)cuftcuydwtsqftdepth (ft)cuftcuydwtOverlay1519460.17253249381923Overlay1107460.17184586841401Full-depth550200.502751010192089Full-depth550200.502751010192089CSBC550200.925043518683829CSBC550200.925043518683829Total4011.5Total3490Pavement Site prepPavement Site prepsqftsqydsqftsqydPlaning/grinding15573217304Planing/grinding11142712381Remove full-depth439354882Remove full-depth439354882Total17304Total12381LandscapeLandscapesqftacressqftacresLandscape restoration379820.87Landscape restoration379820.87Clearing/grubbing222960.51Clearing/grubbing212960.49SidewalkSidewalksqftsqydsqftsqydRemove sidewalk567136301Remove sidewalk377434194New conc sidewalk610136779New conc sidewalk438514872Curb and gutterCurb and gutterlineal ftlineal ftAdd curb14314Add curb11891WallWalllineal ftheight (ft)sqftlineal ftheight (ft)sqftRetaining wall1324528Retaining wall1324528HMA Class 1/2"sqftdepth (ft)cuftcuydwtOverlay1519460.17253249381923Full-depth550200.502751010192089CSBC550200.925043518683829Total4011.5Pavement Site prepsqftsqydPlaning/grinding15573217304Remove full-depth439354882Total17304LandscapesqftacresLandscape restoration379820.87Clearing/grubbing212960.49SidewalksqftsqydRemove sidewalk377434194New conc sidewalk438514872Curb and gutterlineal ftAdd curb11891Walllineal ftheight (ft)sqftRetaining wall1324528CORRIDOR DATACORRIDOR DATA- chan onlyCORRIDOR DATA- overlay & s/w as-needed M STREET ALTERNATIVES Client:City of Auburn Project:R Street Corridor Study Title:M Street By:JES Date:1/24/2020 M STREET - SIGNALIZATION ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 0 SY $25.00 $0.00 REMOVE CEMENT CONC. SIDEWALK 0 SY $20.00 $0.00 PLANE/GRADE HMA 0 SY $6.00 $0.00 CLEARING AND GRUBBING 0 ACRE $40,000 $0.00 CRUSHED SURFACING BASE COURSE 0 TON $30.00 $0.00 HMA CL 1/2"0 TON $100.00 $0.00 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 40 SY $60.00 $2,400.00 CEMENT CONC. ADA CURB RAMP 8 EA $2,000.00 $16,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $35.00 $0.00 CATCH BASIN TYPE 1 0 EA $1,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 WATER QUALITY 0 SF $2.50 $0.00 DETENTION 0 CF $15.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $10,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $150.00 $0.00 ILLUMINATION 0 LS $10,000.00 $0.00 TRAFFIC SIGNAL 1 LS $350,000.00 $350,000.00 LANDSCAPING LANDSCAPE RESTORATION 0 LS $5,000.00 $0.00 Hard Construction Sub-Total $368,400.00 MISC CONSTRUCTION MOBILIZATION 6%LS $22,104.00 $22,104.00 TRAFFIC CONTORL 3%LS $11,052.00 $11,052.00 SURVEYING 1%LS $3,684.00 $3,684.00 CONSTRUCTION ADMIN 5%LS $18,420.00 $18,420.00 Construction Sub-Total $423,660.00 ROW ACQUISITION CITY OF AUBURN PROPERTY VALUE 0 SF $20.00 $0.00 R/W Sub-Total $0.00 SOFT COSTS CITY ADMINISTRATION 10%LS $42,366.00 $42,366.00 DESGIN & PERMITTING 20%LS $84,732.00 $84,732.00 Soft Cost Sub-Total $127,098.00 Subtotal $550,758.00 Contingecy (15%)$82,613.70 Project Total $633,371.70 Page 1 of 3 Client:City of Auburn Project:R Street Corridor Study Title:M Street By:JES Date:1/24/2020 M STREET - ROUNDABOUT ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 1270 SY $25.00 $31,761.11 REMOVE CEMENT CONC. SIDEWALK 658 SY $20.00 $13,155.56 PLANE/GRADE HMA 2314 SY $6.00 $13,883.33 CLEARING AND GRUBBING 0.08 ACRE $40,000 $3,250.69 CRUSHED SURFACING BASE COURSE 897 TON $30.00 $26,924.28 HMA CL 1/2"758 TON $100.00 $75,761.42 CEMENT CONC. CURB AND GUTTER 2114 LF $35.00 $73,990.00 CEMENT CONC. SIDEWALK 721 SY $60.00 $43,253.33 CEMENT CONC. ADA CURB RAMP 12 EA $2,000.00 $24,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.400 LF $35.00 $14,000.00 CATCH BASIN TYPE 1 8 EA $1,500.00 $12,000.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 1 LS $10,000.00 $10,000.00 SWPPP PREPARATION AND MAINTENANCE 1 LS $5,000.00 $5,000.00 SPCC PLAN 1 LS $5,000.00 $5,000.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 1 LS $5,000.00 $5,000.00 PAVEMENT MARKING - LINE 4,250 LF $1.30 $5,525.00 PAVEMENT MARKING - SYMBOLS 8 EA $150.00 $1,200.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $378,705 MISC CONSTRUCTION MOBILIZATION 6%LS $22,722.28 $22,722.28 TRAFFIC CONTORL 3%LS $11,361.14 $11,361.14 SURVEYING 1%LS $3,787.05 $3,787.05 CONSTRUCTION ADMIN 5%LS $18,935.24 $18,935.24 Construction Sub-Total $435,510 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 1435 SF $20.00 $28,700.00 R/W Sub-Total $28,700 SOFT COSTS CITY ADMINISTRATION 10%LS $46,421.04 $46,421.04 DESGIN & PERMITTING 20%LS $92,842.09 $92,842.09 Soft Cost Sub-Total $139,263 Subtotal $603,473.56 Contingecy (15%)$90,521.03 Project Total $693,994.60 Page 2 of 3 HMA Class 1/2"HMA Class 1/2"sqftdepth (ft)cuftcuydwtsqftdepth (ft)cuftcuydwtOverlay00.17000Overlay211850.173531131268Full-depth00.50000Full-depth128950.506448239490CSBC00.92000CSBC128950.9211820438897Total0Total758Pavement Site prepPavement Site prepsqftsqydsqftsqydPlaning/grinding00Planing/grinding208252314Remove full-depth00Remove full-depth114341270Total0Total2314LandscapeLandscapesqftacressqftacresLandscape restoration00.00Landscape restoration25310.06Clearing/grubbing00.00Clearing/grubbing35400.08SidewalkSidewalksqftsqydsqftsqydRemove sidewalk00Remove sidewalk5920658New conc sidewalk00New conc sidewalk6488721Curb and gutterCurb and gutterlineal ftlineal ftAdd curb0Add curb2114WallWalllineal ftheight (ft)sqftlineal ftheight (ft)sqftRetaining wall040Retaining wall040CORRIDOR DATACORRIDOR W/ROUNDABOUTS DATA SIGNALIZED INTERSECTION ALTERNATIVES Client:City of Auburn Project:R Street Corridor Study Title:Intersection costs By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 547 SY $25.00 $13,666.67 REMOVE CEMENT CONC. SIDEWALK 734 SY $20.00 $14,688.89 PLANE/GRADE HMA 2688 SY $6.00 $16,130.00 CLEARING AND GRUBBING 0.12 ACRE $60,000 $7,272.73 CRUSHED SURFACING BASE COURSE 371 TON $30.00 $11,120.49 HMA CL 1/2"469 TON $100.00 $46,909.57 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 805 SY $60.00 $48,286.67 CEMENT CONC. ADA CURB RAMP 9 EA $2,000.00 $18,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $50.00 $0.00 CATCH BASIN TYPE 1 0 EA $2,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 POND 0 CF $8.00 $0.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0 CY $50.00 $0.00 FLOW CONTROL STRUCTURE 0 EA $5,000.00 $0.00 EMERGENCY SPILLWAY 0 LS $3,000.00 $0.00 CONNECTION TO DRAINAGE STRUCTURE 0 EA $1,500.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $8,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $250.00 $0.00 ILLUMINATION 0 LS $10,000.00 $0.00 TRAFFIC SIGNAL 1 EA $350,000.00 $350,000.00 LANDSCAPING LANDSCAPE RESTORATION 0 LS $5,000.00 $0.00 Hard Construction Sub-Total $526,075.01 MISC CONSTRUCTION MOBILIZATION 6%LS $31,564.50 $31,564.50 TRAFFIC CONTORL 3%LS $15,782.25 $15,782.25 SURVEYING 1%LS $5,260.75 $5,260.75 CONSTRUCTION ADMIN 5%LS $26,303.75 $26,303.75 Construction Sub-Total $604,986.26 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 30 SF $20.00 $600.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 0 SF $20.00 $0.00 R/W Sub-Total $600.00 SOFT COSTS CITY ADMINISTRATION 10%LS $60,558.63 $60,558.63 DESGIN & PERMITTING 20%LS $121,117.25 $121,117.25 Soft Cost Sub-Total $181,675.88 Subtotal $787,262 Contingecy (15%)$118,089 Project Total $905,351 R ST SE & 29TH ST SE 1-SB LANE SIGNALIZED INTERSECTION Page 1 of 6 Client:City of Auburn Project:R Street Corridor Study Title:Intersection costs By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 547 SY $25.00 $13,666.67 REMOVE CEMENT CONC. SIDEWALK 734 SY $20 $14,677.78 PLANE/GRADE HMA 2688 SY $6.00 $16,130.00 CLEARING AND GRUBBING 0.12 ACRE $60,000 $7,465.56 CRUSHED SURFACING BASE COURSE 652 TON $30.00 $19,564.21 HMA CL 1/2"640 TON $100.00 $64,024.54 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 959 SY $60.00 $57,566.67 CEMENT CONC. ADA CURB RAMP 8 EA $2,000.00 $16,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $50.00 $0.00 CATCH BASIN TYPE 1 0 EA $2,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 POND 0 CF $8.00 $0.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0 CY $50.00 $0.00 FLOW CONTROL STRUCTURE 0 EA $5,000.00 $0.00 EMERGENCY SPILLWAY 0 LS $3,000.00 $0.00 CONNECTION TO DRAINAGE STRUCTURE 0 EA $1,500.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $8,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $250.00 $0.00 ILLUMINATION 0 LS $10,000.00 $0.00 TRAFFIC SIGNAL 1 EA $350,000.00 $350,000.00 LANDSCAPING LANDSCAPE RESTORATION 0 LS $5,000.00 $0.00 Hard Construction Sub-Total $559,095.43 MISC CONSTRUCTION MOBILIZATION 6%LS $33,545.73 $33,545.73 TRAFFIC CONTORL 3%LS $16,772.86 $16,772.86 SURVEYING 1%LS $5,590.95 $5,590.95 CONSTRUCTION ADMIN 5%LS $27,954.77 $27,954.77 Construction Sub-Total $642,959.74 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 4290 SF $20.00 $85,800.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 0 SF $20.00 $0.00 R/W Sub-Total $85,800.00 SOFT COSTS CITY ADMINISTRATION 10%LS $72,875.97 $72,875.97 DESGIN & PERMITTING 20%LS $145,751.95 $145,751.95 Soft Cost Sub-Total $218,627.92 Subtotal $947,388 Contingecy (15%)$142,108 Project Total $1,089,496 R ST SE & 29TH ST SE 2-SB LANE SIGNALIZED INTERSECTION Page 2 of 6 Client:City of Auburn Project:R Street Corridor Study Title:Intersection costs By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 407 SY $25.00 $10,183.33 REMOVE CEMENT CONC. SIDEWALK 900 SY $20.00 $18,000.00 PLANE/GRADE HMA 1956 SY $6.00 $11,736.67 CLEARING AND GRUBBING 0.10 ACRE $60,000 $5,870.52 CRUSHED SURFACING BASE COURSE 522 TON $30.00 $15,659.72 HMA CL 1/2"516 TON $100.00 $51,553.70 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 1240 SY $60.00 $74,386.67 CEMENT CONC. ADA CURB RAMP 8 EA $2,000.00 $16,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $50.00 $0.00 CATCH BASIN TYPE 1 0 EA $2,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 POND 0 CF $8.00 $0.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0 CY $50.00 $0.00 FLOW CONTROL STRUCTURE 0 EA $5,000.00 $0.00 EMERGENCY SPILLWAY 0 LS $3,000.00 $0.00 CONNECTION TO DRAINAGE STRUCTURE 0 EA $1,500.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $8,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $250.00 $0.00 ILLUMINATION 0 LS $10,000.00 $0.00 TRAFFIC SIGNAL 1 EA $350,000.00 $350,000.00 LANDSCAPING LANDSCAPE RESTORATION 0 LS $5,000.00 $0.00 Hard Construction Sub-Total $553,390.62 MISC CONSTRUCTION MOBILIZATION 6%LS $33,203.44 $33,203.44 TRAFFIC CONTORL 3%LS $16,601.72 $16,601.72 SURVEYING 1%LS $5,533.91 $5,533.91 CONSTRUCTION ADMIN 5%LS $27,669.53 $27,669.53 Construction Sub-Total $636,399.21 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 4150 SF $20.00 $83,000.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 0 SF $20.00 $0.00 R/W Sub-Total $83,000.00 SOFT COSTS CITY ADMINISTRATION 10%LS $71,939.92 $71,939.92 DESGIN & PERMITTING 20%LS $143,879.84 $143,879.84 Soft Cost Sub-Total $215,819.76 Subtotal $935,219 Contingecy (15%)$140,283 Project Total $1,075,502 R ST SE & 21ST ST SE 1-SB LANE SIGNALIZED INTERSECTION Page 3 of 6 Client:City of Auburn Project:R Street Corridor Study Title:Intersection costs By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 482 SY $25.00 $12,061.11 REMOVE CEMENT CONC. SIDEWALK 833 SY $20 $16,662.22 PLANE/GRADE HMA 1939 SY $6.00 $11,634.00 CLEARING AND GRUBBING 0.18 ACRE $60,000 $10,752.07 CRUSHED SURFACING BASE COURSE 800 TON $30.00 $24,011.57 HMA CL 1/2"659 TON $100.00 $65,932.81 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 1191 SY $60.00 $71,433.33 CEMENT CONC. ADA CURB RAMP 8 EA $2,000.00 $16,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $50.00 $0.00 CATCH BASIN TYPE 1 0 EA $2,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 POND 0 CF $8.00 $0.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0 CY $50.00 $0.00 FLOW CONTROL STRUCTURE 0 EA $5,000.00 $0.00 EMERGENCY SPILLWAY 0 LS $3,000.00 $0.00 CONNECTION TO DRAINAGE STRUCTURE 0 EA $1,500.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $8,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $250.00 $0.00 ILLUMINATION 1 LS $10,000.00 $10,000.00 TRAFFIC SIGNAL 1 EA $350,000.00 $350,000.00 LANDSCAPING LANDSCAPE RESTORATION 0 LS $5,000.00 $0.00 Hard Construction Sub-Total $588,487.12 MISC CONSTRUCTION MOBILIZATION 6%LS $35,309.23 $35,309.23 TRAFFIC CONTORL 3%LS $17,654.61 $17,654.61 SURVEYING 1%LS $5,884.87 $5,884.87 CONSTRUCTION ADMIN 5%LS $29,424.36 $29,424.36 Construction Sub-Total $676,760.18 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 8815 SF $20.00 $176,300.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 0 SF $20.00 $0.00 R/W Sub-Total $176,300.00 SOFT COSTS CITY ADMINISTRATION 10%LS $85,306.02 $85,306.02 DESGIN & PERMITTING 20%LS $170,612.04 $170,612.04 Soft Cost Sub-Total $255,918.05 Subtotal $1,108,978 Contingecy (15%)$166,347 Project Total $1,275,325 R ST SE & 21ST ST SE 2-SB LANE SIGNALIZED INTERSECTION Page 4 of 6 Client:City of Auburn Project:R Street Corridor Study Title:Intersection costs By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 131 SY $25.00 $3,277.78 REMOVE CEMENT CONC. SIDEWALK 478 SY $20.00 $9,555.56 PLANE/GRADE HMA 587 SY $6.00 $3,523.33 CLEARING AND GRUBBING 0.00 ACRE $60,000 $0.00 CRUSHED SURFACING BASE COURSE 87 TON $30.00 $2,612.04 HMA CL 1/2"110 TON $100.00 $11,006.73 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 478 SY $60.00 $28,666.67 CEMENT CONC. ADA CURB RAMP 8 EA $2,000.00 $16,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $50.00 $0.00 CATCH BASIN TYPE 1 0 EA $2,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 POND 0 CF $8.00 $0.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0 CY $50.00 $0.00 FLOW CONTROL STRUCTURE 0 EA $5,000.00 $0.00 EMERGENCY SPILLWAY 0 LS $3,000.00 $0.00 CONNECTION TO DRAINAGE STRUCTURE 0 EA $1,500.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $8,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $250.00 $0.00 ILLUMINATION 0 LS $10,000.00 $0.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 1 LS $5,000.00 $5,000.00 Hard Construction Sub-Total $79,642.10 MISC CONSTRUCTION MOBILIZATION 6%LS $4,778.53 $4,778.53 TRAFFIC CONTORL 3%LS $2,389.26 $2,389.26 SURVEYING 1%LS $796.42 $796.42 CONSTRUCTION ADMIN 5%LS $3,982.11 $3,982.11 $91,588.42 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 20 SF $20.00 $400.00 $400.00 SOFT COSTS CITY ADMINISTRATION 10%LS $9,198.84 $9,198.84 DESGIN & PERMITTING 20%LS $18,397.68 $18,397.68 $27,596.53 Subtotal $119,585 Contingecy (15%)$17,938 Project Total $137,523 R ST AND HOWARD ROAD (WEST LEG) STOP-CONTROLLED INTERSECTION Soft Cost Sub-Total R/W Sub-Total Construction Sub-Total Page 5 of 6 HMA Class 1/2"HMA Class 1/2"sqft depth (ft) cuft cuyd wtsqft depth (ft) cuft cuyd wtOverlay 21092 0.167 3515 130 267 Overlay 22485 0.17 3748 139 285Full-depth 5326 0.500 2663 99 202 Full-depth 9370 0.50 4685 174 356CSBC 5326 0.917 4882 181 371 CSBC 9370 0.92 8589 318 652Total 469Total 640Pavement Site prepPavement Site prepsqft sqydsqft sqydPlaning/grinding 24195 2688Planing/grinding 24195 2688Remove full-depth 4920 547Remove full-depth 4920 547Total 2688Total 2688LandscapeLandscapesqft acressqft acresLandscape restoration 9257 0.21Landscape restoration 6268 0.14Clearing/grubbing 5280 0.12Clearing/grubbing 5420 0.12SidewalkSidewalksqft sqydsqft sqydRemove sidewalk 6610 734Remove sidewalk 6605 734New conc sidewalk 7243 805New conc sidewalk 8635 959Curb and gutterCurb and gutterlineal ftlineal ftAdd curb 0Add curb 0WallWalllineal ft height (ft) sqftlineal ft height (ft) sqftRetaining wall 0 4 0Retaining wall 0 4 0HMA Class 1/2"HMA Class 1/2"sqft depth (ft) cuft cuyd wtsqft depth (ft) cuft cuyd wtOverlay 18240 0.167 3040 113 231 Overlay 17603 0.17 2934 109 223Full-depth 7500 0.500 3750 139 285 Full-depth 11500 0.50 5750 213 437CSBC 7500 0.917 6875 255 522 CSBC 11500 0.92 10542 390 800Total 516Total 659Pavement Site prepPavement Site prepsqft sqydsqft sqydPlaning/grinding 17605 1956Planing/grinding 17451 1939Remove full-depth 3666 407Remove full-depth 4342 482Total 1956Total 1939LandscapeLandscapesqft acressqft acresLandscape restoration 17705 0.41Landscape restoration 6268 0.14Clearing/grubbing 4262 0.10Clearing/grubbing 7806 0.18SidewalkSidewalksqft sqydsqft sqydRemove sidewalk 8100 900Remove sidewalk 7498 833New conc sidewalk 11158 1240New conc sidewalk 10715 1191Curb and gutterCurb and gutterlineal ftlineal ftAdd curb 0Add curb 0WallWalllineal ft height (ft) sqftlineal ft height (ft) sqftRetaining wall 0 4 0Retaining wall 0 4 0HMA Class 1/2"sqft depth (ft) cuft cuyd wtOverlay 4945 0.167 824 31 62.58Full-depth 1251 0.500 626 23 47.49CSBC 1251 0.917 1147 42 87.07Total 110Pavement Site prepsqft sqydPlaning/grinding 5285 587Remove full-depth 1180 131Total 587Landscapesqft acresLandscape restoration 0 0.00Clearing/grubbing 0 0.00Sidewalksqft sqydRemove sidewalk 4300 478New conc sidewalk 4300 478Curb and gutterlineal ftAdd curb 0Walllineal ft height (ft) sqftRetaining wall 0 4 0R ST & 29TH (1)R ST & 29TH (2)R ST & 21ST (1)R ST & 21ST (2)R ST SE & HOWARD RD (WEST LEG) ROUNDABOUT INTERSECTION ALTERNATIVES Client:City of Auburn Project:R Street Corridor Study Title:Roundabout Intersections By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 924 SY $25.00 $23,111.11 REMOVE CEMENT CONC. SIDEWALK 739 SY $20 $14,780.00 PLANE/GRADE HMA 2692 SY $6.00 $16,154.00 CLEARING AND GRUBBING 0.00 ACRE $60,000 $0.00 CRUSHED SURFACING BASE COURSE 711 TON $30.00 $21,334.81 HMA CL 1/2"655 TON $100.00 $65,491.17 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 1116 SY $60.00 $66,946.67 CEMENT CONC. ADA CURB RAMP 12 EA $2,000.00 $24,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $50.00 $0.00 CATCH BASIN TYPE 1 0 EA $2,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 POND 0 CF $8.00 $0.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0 CY $50.00 $0.00 FLOW CONTROL STRUCTURE 0 EA $5,000.00 $0.00 EMERGENCY SPILLWAY 0 LS $3,000.00 $0.00 CONNECTION TO DRAINAGE STRUCTURE 0 EA $1,500.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $8,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $250.00 $0.00 ILLUMINATION 0 LS $10,000.00 $0.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 0 LS $5,000.00 $0.00 Hard Construction Sub-Total $231,818 MISC CONSTRUCTION MOBILIZATION 6%LS $13,909.07 $13,909.07 TRAFFIC CONTORL 3%LS $6,954.53 $6,954.53 SURVEYING 1%LS $2,318.18 $2,318.18 CONSTRUCTION ADMIN 5%LS $11,590.89 $11,590.89 Construction Sub-Total $266,590 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 20040 SF $20.00 $400,800.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 0 SF $20.00 $0.00 R/W Sub-Total $400,800 SOFT COSTS CITY ADMINISTRATION 10%LS $66,739.04 $66,739.04 DESGIN & PERMITTING 20%LS $133,478.08 $133,478.08 Soft Cost Sub-Total $200,217 Subtotal $867,608 Contingecy (15%)$130,141 Project Total $997,749 R ST SE & 29TH ST SE SINGLE-LANE ROUNDABOUT Page 1 of 5 Client:City of Auburn Project:R Street Corridor Study Title:Roundabout Intersections By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 711 SY $25.00 $17,763.89 REMOVE CEMENT CONC. SIDEWALK 734 SY $20 $14,677.78 PLANE/GRADE HMA 2824 SY $6.00 $16,944.00 CLEARING AND GRUBBING 0.17 ACRE $60,000 $10,165.29 CRUSHED SURFACING BASE COURSE 1265 TON $30.00 $37,938.29 HMA CL 1/2"978 TON $100.00 $97,753.36 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 1179 SY $60.00 $70,733.33 CEMENT CONC. ADA CURB RAMP 13 EA $2,000.00 $26,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $50.00 $0.00 CATCH BASIN TYPE 1 0 EA $2,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 POND 0 CF $8.00 $0.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0 CY $50.00 $0.00 FLOW CONTROL STRUCTURE 0 EA $5,000.00 $0.00 EMERGENCY SPILLWAY 0 LS $3,000.00 $0.00 CONNECTION TO DRAINAGE STRUCTURE 0 EA $1,500.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $8,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $250.00 $0.00 ILLUMINATION 0 LS $10,000.00 $0.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 FLASHING BEACON CROSSING 0 EA $0.00 LANDSCAPING LANDSCAPE RESTORATION 0 LS $5,000.00 $0.00 Hard Construction Sub-Total $291,976 MISC CONSTRUCTION MOBILIZATION 6%LS $17,518.56 $17,518.56 TRAFFIC CONTORL 3%LS $8,759.28 $8,759.28 SURVEYING 1%LS $2,919.76 $2,919.76 CONSTRUCTION ADMIN 5%LS $14,598.80 $14,598.80 Construction Sub-Total $335,772 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 23015 SF $20.00 $460,300.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 0 SF $20.00 $0.00 R/W Sub-Total $460,300 SOFT COSTS CITY ADMINISTRATION 10%LS $79,607.23 $79,607.23 DESGIN & PERMITTING 20%LS $159,214.47 $159,214.47 Soft Cost Sub-Total $238,822 Subtotal $1,034,894 Contingecy (15%)$155,234 Project Total $1,190,128 R ST SE & 29TH ST SE MULTILANE ROUNDABOUT Page 2 of 5 Client:City of Auburn Project:R Street Corridor Study Title:Roundabout Intersections By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 893 SY $25.00 $22,333.33 REMOVE CEMENT CONC. SIDEWALK 748 SY $20 $14,955.56 PLANE/GRADE HMA 1956 SY $6.00 $11,736.67 CLEARING AND GRUBBING 0.17 ACRE $60,000 $10,420.11 CRUSHED SURFACING BASE COURSE 959 TON $30.00 $28,774.22 HMA CL 1/2"752 TON $100.00 $75,170.46 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 1073 SY $60.00 $64,366.67 CEMENT CONC. ADA CURB RAMP 12 EA $2,000.00 $24,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $50.00 $0.00 CATCH BASIN TYPE 1 0 EA $2,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 POND 0 CF $8.00 $0.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0 CY $50.00 $0.00 FLOW CONTROL STRUCTURE 0 EA $5,000.00 $0.00 EMERGENCY SPILLWAY 0 LS $3,000.00 $0.00 CONNECTION TO DRAINAGE STRUCTURE 0 EA $1,500.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $8,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $250.00 $0.00 ILLUMINATION 0 LS $10,000.00 $0.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 0 LS $5,000.00 $0.00 $251,757 MISC CONSTRUCTION MOBILIZATION 6%LS $15,105.42 $15,105.42 TRAFFIC CONTORL 3%LS $7,552.71 $7,552.71 SURVEYING 1%LS $2,517.57 $2,517.57 CONSTRUCTION ADMIN 5%LS $12,587.85 $12,587.85 $289,521 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 5524 SF $20.00 $110,480.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 0 SF $20.00 $0.00 $110,480 SOFT COSTS CITY ADMINISTRATION 10%LS $40,000.06 $40,000 DESGIN & PERMITTING 20%LS $80,000.11 $80,000 $120,000 Subtotal $520,001 Contingecy (15%)$78,000 Project Total $598,001 R ST SE & 21ST ST SE SINGLE-LANE ROUNDABOUT R/W Sub-Total Soft Cost Sub-Total Hard Construction Sub-Total Construction Sub-Total Page 3 of 5 Client:City of Auburn Project:R Street Corridor Study Title:Roundabout Intersections By:JES Date:1/20/2020 ITEM NO.ITEM QTY UNIT UNIT PRICE COST ROADWAY REMOVE FULL-DEPTH HMA 459 SY $25.00 $11,472.22 REMOVE CEMENT CONC. SIDEWALK 833 SY $20.00 $16,662.22 PLANE/GRADE HMA 2216 SY $6.00 $13,294.00 CLEARING AND GRUBBING 0.32 ACRE $60,000 $19,243.80 CRUSHED SURFACING BASE COURSE 1385 TON $30.00 $41,544.20 HMA CL 1/2"979 TON $100.00 $97,902.69 CEMENT CONC. CURB AND GUTTER 0 LF $35.00 $0.00 CEMENT CONC. SIDEWALK 1117 SY $60.00 $67,020.00 CEMENT CONC. ADA CURB RAMP 12 EA $2,000.00 $24,000.00 FENCING 0 LF $40.00 $0.00 DRAINAGE/UTILITIES SCHEDULE A STORM SEWER PIPE 12 IN. DIAM.0 LF $50.00 $0.00 CATCH BASIN TYPE 1 0 EA $2,500.00 $0.00 CATCH BASIN TYPE 2 48 IN. DIAM.0 EA $4,000.00 $0.00 POND 0 CF $8.00 $0.00 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 0 CY $50.00 $0.00 FLOW CONTROL STRUCTURE 0 EA $5,000.00 $0.00 EMERGENCY SPILLWAY 0 LS $3,000.00 $0.00 CONNECTION TO DRAINAGE STRUCTURE 0 EA $1,500.00 $0.00 STRUCTURE RETAINING WALL 0 SF $120.00 $0.00 ENVIRONMENT EROSION/WATER POLLUTION CONTROL 0 LS $8,000.00 $0.00 SWPPP PREPARATION AND MAINTENANCE 0 LS $5,000.00 $0.00 SPCC PLAN 0 LS $5,000.00 $0.00 TRAFFIC AND ILLUMINATION PERMANENT SIGNING 0 LS $5,000.00 $0.00 PAVEMENT MARKING - LINE 0 LF $1.30 $0.00 PAVEMENT MARKING - SYMBOLS 0 EA $250.00 $0.00 ILLUMINATION 0 LS $10,000.00 $0.00 TRAFFIC SIGNAL 0 EA $350,000.00 $0.00 LANDSCAPING LANDSCAPE RESTORATION 0 LS $5,000.00 $0.00 Hard Construction Sub-Total $291,139 MISC CONSTRUCTION MOBILIZATION 6%LS $17,468.35 $17,468.35 TRAFFIC CONTORL 3%LS $8,734.17 $8,734.17 SURVEYING 1%LS $2,911.39 $2,911.39 CONSTRUCTION ADMIN 5%LS $14,556.96 $14,556.96 Construction Sub-Total $334,810 ROW ACQUISITION CITY OF AUBURN PRIVATE PROPERTY PARTIAL TAKE 12030 SF $20.00 $240,600.00 CITY OF AUBURN MIT PROPERTY PARTIAL TAKE 0 SF $25.00 $0.00 CITY OF AUBURN FULL PARCEL TAKE - WETPOND 0 SF $20.00 $0.00 $240,600 SOFT COSTS CITY ADMINISTRATION 10%LS $57,541.00 $57,541.00 DESGIN & PERMITTING 20%LS $115,082.00 $115,082.00 $172,623 Subtotal $748,033 Contingecy (15%)$112,205 Project Total $860,238 R ST SE & 21ST ST SE MULTILANE ROUNDABOUT Soft Cost Sub-Total R/W Sub-Total Page 4 of 5 HMA Class 1/2"HMA Class 1/2"sqftdepth (ft)cuftcuydwtsqftdepth (ft)cuftcuydwtOverlay211000.1673517130267Overlay227390.173790140288Full-depth102180.5005109189388Full-depth181700.509085336690CSBC102180.9179367347711CSBC181700.92166566171265Total655Total978Pavement Site prepPavement Site prepsqftsqydsqftsqydPlaning/grinding242312692Planing/grinding254162824Remove full-depth8320924Remove full-depth6395711Total2692Total2824LandscapeLandscapesqftacressqftacresLandscape restoration177050.41Landscape restoration34500.08Clearing/grubbing42150.00Clearing/grubbing73800.17SidewalkSidewalksqftsqydsqftsqydRemove sidewalk6651739Remove sidewalk6605734New conc sidewalk100421116New conc sidewalk106101179Curb and gutterCurb and gutterlineal ftlineal ftAdd curb0Add curb0WallWalllineal ftheight (ft)sqftlineal ftheight (ft)sqftRetaining wall040Retaining wall040HMA Class 1/2"HMA Class 1/2"sqftdepth (ft)cuftcuydwtsqftdepth (ft)cuftcuydwtOverlay180600.1673010111229Overlay176760.172946109224Full-depth137810.5006891255523Full-depth198970.509949368755CSBC137810.91712633468959CSBC198970.92182396761385Total752Total979Pavement Site prepPavement Site prepsqftsqydsqftsqydPlaning/grinding176051956Planing/grinding199412216Remove full-depth8040893Remove full-depth4130459Total1956Total2675LandscapeLandscapesqftacressqftacresLandscape restoration177050.41Landscape restoration27970.06Clearing/grubbing75650.17Clearing/grubbing139710.32SidewalkSidewalksqftsqydsqftsqydRemove sidewalk6730748Remove sidewalk7498833New conc sidewalk96551073New conc sidewalk100531117Curb and gutterCurb and gutterlineal ftlineal ftAdd curb0Add curb0WallWalllineal ftheight (ft)sqftlineal ftheight (ft)sqftRetaining wall040Retaining wall040R ST SE & 29TH ST SE SINGLE-LANE ROUNDABOUTR ST SE & 29TH ST SE MULTILANE ROUNDABOUTR ST SE & 21ST ST SE SINGLE-LANE ROUNDABOUTR ST SE & 21ST ST SE MULTILANE ROUNDABOUT ROW QUANTITIES 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.01 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.02 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.03 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.04 192105-9334PARTNERS YIELD 21801 R ST SE 98002192105-9337CITY OF AUBURN1901 HOWARD ROAD 98002192105-9206HILLSIDE GARDENS PARTNERS"R" ST SE 910700-0015 1201 23RD ST SE 910750-0010 1435 21ST ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9338CITY OF AUBURNAUBURN 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002950090-0365CHARLIE MEYER950090-0370DONNA ROBERTSON950090-0365DON COOK950090-0365LI RUI ZHONG21ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.05 2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SEPIKE ST SE "R" ST SE29TH ST SE"R" PL SE2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SEPIKE ST SE "R" ST SE29TH ST SE"R" PL SE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.06 2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SEPIKE ST SE "R" ST SE29TH ST SE"R" PL SE910750-0010 1435 21ST ST SE 202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9338CITY OF AUBURNAUBURN 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.07 2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SEPIKE ST SE "R" ST SE29TH ST SE"R" PL SE910750-0010 1435 21ST ST SE 202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9338CITY OF AUBURNAUBURN 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.08 910750-0010 1435 21ST ST SE 202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9338CITY OF AUBURNAUBURN 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.09 SITE PREP QUANTITIES 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.10 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.11 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.12 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.13 202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SEPIKE ST SE "R" ST SE29TH ST SE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.14 192105-9337CITY OF AUBURN1901 HOWARD ROAD 98002192105-9206HILLSIDE GARDENS PARTNERS1919 HOWARD ROAD 98002"R" ST SE 447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SEPIKE ST SE "R" ST SE29TH ST SE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.15 202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.16 2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 980022808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SEPIKE ST SE "R" ST SE29TH ST SE"R" PL SEGLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.17 202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.18 PAVING QUANTITIES 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.19 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.20 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.21 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.22 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.23 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.24 192105-9337CITY OF AUBURN1901 HOWARD ROAD 98002192105-9206HILLSIDE GARDENS PARTNERS1919 HOWARD ROAD 98002192105-9336CITY OF AUBURN1951 R ST SE 98002"R" ST SE 1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.25 447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 980022808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SEPIKE ST SE 29TH ST SE447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002RIVERWALK DR SEPIKE ST SE 29TH ST SE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.26 910750-0010 1435 21ST ST SE 202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9338CITY OF AUBURNAUBURN 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 9800221ST ST SE22ND STSE1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.27 ILLUMINATION QUANTITIES 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.28 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.29 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.30 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.31 DRAINAGE QUANTITIES 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.32 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.33 788910-0010JESS BERGERSON2803 R PL SE 98002788910-0020CHRIS BONEWELL2805 R PL SE 98002788910-0030TAMMY GOURDINE2807 R PL SE 98002447420-0010JACOBSON HOLMGREN2809 R ST SE 98002447420-0070GLEN WOODS2812 PIKE ST SE 98002447420-0060GARY THOMPSON2816 PIKE ST SE 98002447420-0020THEODORE VISAYA2815 R ST SE 98002447420-0030CORIN HOMOLKA1505 29TH ST SE 98002447420-0040HUANG XIAOXIN1503 29TH SE 98002447420-0050APRILLE GANUELAS1501 29TH ST SE 98002788910-0160ALAN PFEIFFER2802 R PL SE 98002788910-0010JESS BERGERSON2803 R PL SE 98002788910-0170MICHAEL BRUNS2820 R ST SE 98002788910-0140JANET MCCART2806 R PL SE 98002788910-0130DEBRA PLATA2808 R PL SE 98002080840-0010NDIABOU DIAGANA1540 29TH ST SE 98002080840-0020RONALD VOSS1536 29TH ST SE 98002302105-9277EDDY MAGGIE2929 R ST SE 98002302105-9038EDDY MAGGIE2939 R ST SE 98002302105-9221LPB INC1509 30TH ST SE 98002292105-9011CITY OF AUBURN2840 RIVERWALK DR SE 98002292105-9069CITY OF AUBURN3030 R ST SE 98002302105-9040LPB INC1506 30TH AVE SE 98002302105-9042HOMESTEAD APARTMENTS1501 31ST ST SE 98002302105-9045KING TRUST1526 31ST ST SE 98002302105-9296NORMA CRUZ1518 31ST ST SE 98002734531-0170JOHN HALL1514 31ST AVE SE 98002792460-0150RAYMOND COADY1525 32ND ST SE 98002792460-0160JAMES BURPEE1535 32ND ST SE 98002025510-0440CARL JOHNSON3206 PIKE ST SE 98002025510-0430RICHARD NEWMAN3214 PIKE ST SE 98002025510-0420DANIEL HENCH3228 PIKE ST SE 98002025510-0460CRYSTAL ANDERSON1461 33RD ST SE 98002025510-0410ARTEMIO MENDOZA1611 33RD ST SE 98002734500-0620GUADALUPE GARCIA1615 33RD ST SE 98002734500-0610STARO SUCHKOV1623 33RD ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 98002025510-0400NTT BROTHERS LLC1610 33RD ST SE 98002025510-0390SHIRLEE TOMAN3328 R ST SE 98002025510-0040WILLIAM BERGSTROM1514 33RD ST SE 98002025510-0050WILLIAM DOWNS1515 34THT ST SE 980027344500-0600CYNTHIA HEUPEL1629 33RD ST SE 980027344500-0010ELAINE BOONE1614 33RD ST SE 980027344500-0020NORMAN KOBBERSTAD1622 33RD ST SE 98002025510-0370DAVID ZEHENER3404 R ST SE 98002025510-0350DAVID MUIR1514 34TH ST SE 98002025510-0320YOLANDA HEPPARD1515 35TH ST SE 98002025510-0310KENETH WATLAND1611 35TH ST SE 98002025510-0030MADELINE TOLFORD1510 33RD ST SE 98002025510-0060JEFFERY LEE1511 34TH ST SE 98002025510-0360GINGER ZEHENER3414 R ST SE 98002025510-0340IH LP3414 PIKE ST SE 98002025510-0330SHELLY DEWOLFE3432 PIKE ST SE 98002025510-0150JUNIUS WEED1514 35TH ST SE 98002025510-0140PAUL SCHENE1510 35TH ST SE 98002025510-0170TERESA OBRIEN1511 36TH ST SE 98002025510-0160CONNIE PESTERFIELD1515 36TH ST SE 98002025510-0300RITA RIVERS1610 35TH ST SE 98002025510-0290GLENN PEASE1611 36TH ST SE 98002025510-0280MERRILLYN FEET1610 36TH ST SE 98002025510-0270RAYMOND MCCULLOUGH1514 36TH ST SE 98002025510-0260D.B LIEDAHL3614 PIKE ST SE 98002025510-0250T.A BURGIN3632 PIKE ST SE 98002025510-0240DENISE BARLETT3642 PIKE ST SE 98002734520-0390RUSHER BORCHELT1619 37TH PL SE 98002734520-0400ANDREW BROOKS1617 37TH PL SE 98002734520-0410JAMES DIEFEL1611 37TH WAT SE 98002734520-04200KEVIN HART1613 37TH WAY SE 98002302105-9021SEGALEAUBURN 98002RIVERWALK DR SE"R" ST SE29TH ST SE"R" PL SE30TH ST SE31ST ST SE33RD ST SEPIKE ST SE34TH ST SE35TH ST SE36TH ST SEPIKE ST SE 37TH WAY SE37TH PL SE "R" ST SE "R" ST SE "R" ST SE 192105-9336CITY OF AUBURN1951 R ST SE 98002202105-9001MUCKLESHOOT INDIAN TRIBE1862 R ST SE 98002192105-9188VALLEY FIRE2000 R ST SE 98002192105-9274VALLEY REGIONAL FIRE2015 HOWARD ROAD 98002192105-9307MULTI SERVICE CENTER1501 21ST SE 98002192105-90787-ELEVEN1539 21ST SE 98002192105-9177THOMAS C ERATH1540 21ST SE 98002202105-9013MUCKLESHOOT TRIBEAUBURN 98002950090-0365CHARLIE MEYER1540 22ND ST SE 98002950090-0205JAYSON CRUZ1540 23RD ST SE 98002950090-0370DONNA ROBERTSON1530 22ND ST SE 98002950090-0365DON COOK1520 22ND ST SE 98002950090-0365LI RUI ZHONG1510 22ND ST SE 98002950090-0364MICHEAL POWELL1505 23RD ST SE 98002950090-0350KENNETH JOHNSON1515 23RD ST SE 98002950090-0351LEROY MEADE1525 23RD ST SE 98002950090-0360TIM BLUMENSTEIN1535 23RD ST SE 98002950090-0210JUREY DELBERT1530 23RD ST SE 98002950090-0215GEE MEREDITH1520 23RD ST SE 98002950090-0220WILLIAM TOMAN1510 23RD ST SE 98002950090-0185LOREN BUTZ1505 24TH ST SE 98002950090-0190WILLIAM BUTZ1515 24TH ST SE 98002950090-00195JOHN BARTELT1525 24TH ST SE 98002950090-0200NORMAN DAVIS1535 24TH ST SE 98002192105-9179TAYLOR HIGHLAND2405 R ST SE 98002192105-9350CATHERINE SLEIPNES1516 24TH ST SE 98002192105-9234KYLE BUNN1510 24TH ST SE 98002192105-9213JUAN SOLANA1505 25TH ST SE 98002192105-9178JOSE HERNANDEZ1515 25TH ST SE 98002192105-9212MAILENE ANONUEVO1525 25TH ST SE 98002292105-9031JAIME MARTINEZ2502 R ST SE 98002292105-9060CAROL LIVINGSTONAUBURN 98002292105-9060CAROL LIVINGSTONAUBURN 98002788900-0190JAMES MYERS2616 R ST SE 98002788900-0185TIMOTHY LEAHY2710 R ST SE 98002788900-0180ROBERT KERCHER2712 R ST SE 98002788900-0175AMY O'BRIEN28TH ST SE 980027889000-0171OCTAVIO GUTIERREZ2709 S ST SE 98002788900-0166LAURA CAIN2707 S ST SE 98002788900-0165ROBERT THOMPSON2705 S ST SE 98002241320-0005MARTIN GREENWAY2613 R ST SE 98002241320-0050TIAN ENGELHARDT2612 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0010SALVADOR QUINTERO2615 R ST SE 98002241320-0015JARED DILLENBURG2709 R ST SE 98002241320-0040KELLY ROGERS2708 PIKE ST SE 98002241320-0045JOHN PLASTER2614 PIKE ST SE 98002241320-0020WILLIAM GOSHORN2711 R ST SE 98002241320-0025BRADLEY URBAN1505 28TH ST SE 98002241320-0030PETER MILLER2712 PIKE ST SE 98002788900-0005FRANK IRA1602 28TH ST SE 98002788900-0010TRACY RENISH1606 28TH ST SE 98002788900-0016CHRIS MILLER1702 28TH ST SE 98002241320-0170GERI SMITH1506 28TH ST SE 98002241320-0165SCOTT URBAN1504 28TH ST SE 98002241320-0165DONALD THOMPSON1502 28TH ST SE 98002302105-9059WILLIAM SASSI2501 R ST SE 98002302105-9126VIRGINIA HAUGEN2503 R ST SE 98002302105-9049PATRICIA UNZEN2507 R ST SE 98002302105-9054JOEL WALTA2521 R ST SE 98002302105-9065CORY SHERBON2609 R ST SE 98002302105-9066WAYNE SANDVIG2605 R ST SE 98002302105-9235THOMAS FOGARTY1530 25TH ST SE 9800221ST ST SE"R" ST SE 28TH ST SE"S" ST SE PIKE ST SE 22ND STSE23RD ST SE24TH ST SE25TH ST SE"R" ST SE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com Know what's below. R Call before you dig. C.34