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041-18 - Resolution - Exhibit A, Bethel Corridor Study Draft PlanImprove intersection control Improve sidewalks Buffers between pedestrians and traffic Increase capacity Improved traffic control at intersections Left-turn lanes Bethel Road and Sedgwick Road Corridor Study Community Survey Summary February and March 2018 (691 total responses with roughly 500 per corridor) 81% 19% BETHEL ROADSEDGWICK ROAD Improve sidewalks Improve pedestrian crossings Improve intersection control Increase capacity Left-turn lanes Improved traffic control at intersections Commuter Route Multimodal Street Commercial Access & Circulation Transit Corridor Neighborhood Access Do you feel pedestrians facilities on the corridor are adequate? Do you feel bicycle facilities on the corridor are adequate? No Yes 87% 13% 82% 18% No Yes 91% 9% Safety Priorities CHARACTER OF THE CORRIDOR EXISTING CONDITIONS When do you experience traffic congestion on the corridor? 10% 40% 49% PM Peak Only AM & PM Peak Pretty Much All Day 11% 31% 54% IMPROVEMENTS Roadway Priorities 24% of respondents were interested in the idea of a “Bethel Corridor Trolley” providing a shuttle connection to downtown Port Orchard Pedestrian Priorities Bicycle Facility Preference Continuous sidewalks Better lighting Wider sidewalks Continuous sidewalks Better lighting More crosswalks 46% 28% 15% 10% Shared-use path Protected bike lane Striped bike lane No improvement needed 48% 25% 19% 7% Desired Corridor Elements (63%) Calmer traffic (55%) More walkable (46%) Pedestrian illumination (33%) More crosswalks (28%) Neighborhood center vibe (28%) Mixed-use and multi-story (24%) Public spaces (24%) Improved bicycle facilities (22%) Improved transit facilities More vehicle lanes (80%) Separated bicycle and pedestrian facilities (45%) Roundabout intersections (38%) Access control (27%) Landscaping (21%) Almost half of respondents prefer a shared-use path to accommodate bicycles. However, many experienced cyclists still desire an on-street option. Accommodating both will increase right-of-way impacts. Nearly all respondents experience congestion during the peak hours and feel the existing pedestrian and bicycle facilities are insufficient 44% of respondents were interested in Sedgwick Road being a future transit route while 49% had no preference. On Bethel Road, pedestrian amenities and better vehicle access to commercial properties is more of a priority while on Sedgwick Road, keeping traffic flowing seems to be the greater priority. 83%of respondents felt that there is usually or always enough parking available when visiting businesses on Bethel Road. BETHEL ROADSEDGWICK ROAD Technical Memorandum December 21, 2017 Elisabeth Wooton, Transportation Planner SCJ Alliance Via email to eliasbeth.wooton@scjalliance.com SUBJECT: SEDGWICK-BETHEL CORRIDOR STUDY PRELIMINARY LOS AND QUEUING FORECASTS REVISED 12/21/2017 Ms. Wooton: The purpose of this technical memorandum is to document the preliminary travel demand forecasts and Level of Service results generated by TSI’s analysis of the Sedgwick Road and Bethel Road corridors for the Sedgwick Road and Bethel Road Corridor Study. Analysis Methodology The travel demand model used in this analysis was based upon the Port Orchard citywide planning model. Land use forecasts were based upon Port Orchard Comprehensive Plan policy with local revisions along the study corridors based on direction from City staff. External trips in the model were linked to trip forecasts generated by the SR 16 corridor model used in the WSDOT SR 16 Congestion Study. The travel demand model is based on a 2040 year of analysis and a PM peak hour period. The model was calibrated using counts collected in January 2017 by CH2M which were also used in the SR 16 corridor model. Trip generation rates, connector loading points and shares, and link/node capacities were refined to improve calibration result for the study corridors. Intersection Levels of Service (LOS) were calculated using Highway Capacity Manual 2010 (HCM2010) methodologies. Signalized and stop-controlled intersections were analyzed using Synchro 9 software. Roundabouts were analyzed using Sidra Intersection 7.0 software with analysis parameters consistent with Washington State Department of Transportation (WSDOT) Sidra Policy Guidance. Transportation Improvement Scenarios Three 2040 network improvement scenarios were considered in this preliminary analysis, as described below. Improvement assumptions for each of the scenarios are summarized in Table 1. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 2 of 17 Table 1. Modeled Network Improvements Analysis Scenario TIP ID Project Name Location Description Base A B X X X 1.1 Tremont St Widening SR 16 – PO Blvd Widen to 4 lanes w/ median, sidewalks, bike lanes, & 2 roundabouts X X X 1.5 Anderson Hill & Old Clifton Rd Intersection Improvements New roundabout X X X 1.6 Old Clifton Rd & Campus Pkwy Intersection Improvements New roundabout X X X 1.7 Arnold Creek Crossing Bay Street Replace wooden span w/ concrete box culvert X X X 1.8 Bay St. Ped. Pathway Construction PO Shoreline 14-ft multi-modal pathway X X X 2.41 SR 160 Roundabout #1 Sedgwick & Bravo Terrace New roundabout X X X 2.51 SR 160 Roundabout #2 Sedgwick e/o Geiger Rd New roundabout X X X n/a1 Sedgwick Rd & Geiger Rd Intersection Improvements New signal or roundabout X X X n/a1 Bethel Rd & Salmonberry Rd Intersection Improvements New signal or roundabout X X X n/a1 Bethel Rd & Blueberry Rd Intersection Improvements New signal or roundabout X X X n/a1 Walmart Connector North of Salmonberry to signal @ Bethel Rd Extend and dedicate to City X X 2.2 Sedgwick Rd West Construction SR 16 – Sidney Ave Widen to 3 ln w/ TWLTL, bike lanes and sidewalks X X 2.3 Bethel Corridor ROW & Construction Mile Hill Dr – 1,000 ft s/o Sedgwick (TBD) Assume 3 ln w/ TWLTL, bike lanes, and sidewalks X X 2.7 Sedgwick Rd Corridor Construction SR 16 – Bethel (TBD) Assume 5 ln w/ TWLTL, bike lanes, and sidewalks X X 2.8 Sidney Ave Widening SR 16 – Sedgwick Rd Widen to 3 ln w/TWLTL, bike lanes and sidewalks X X 2.9 Pottery Ave Widening Tremont – Melcher Widen to urban standard X X 2.10 Old Clifton Shoulder & Pedestrian Impr. SR 16 - western city limits Shldr widening & grade-separated pedestrian path X X 2.11 Old Clifton Rd & McCormick Woods Dr Intersection Improvements New roundabout X X 2.12 Melcher St Widening Pottery – Sherman Widen to urban standard X X 3.3 Fireweed Rd Widening Sidney – S Flower Ave Widen to urban standard X X 3.4 Sedgwick Rd W to Glenwood SR 16 – Glenwood Complete streets impr. X X 3.5a Sherman Ave Widening Fireweed Rd – terminus Widen to urban standard X X 3.6a Port Orchard Blvd Widening Tremont – Bay St New roundabouts at Tremont and Bay St; curb; gutter; bike lanes; sidewalks X X 3.5b Pottery Ave Widening Tremont – SR 16 Widen to 4 lanes w/ sidewalks X X 3.6b Old Clifton Rd & Berry Lake Rd Intersection Improvements New roundabout or signal X X 3.7 Ramsey Rd Widening Sedgwick – Salmonberry Widen to urban standard X X 3.8 Blueberry Rd Widening Geiger – Bethel Widen to urban standard X X 3.9 Geiger Rd Widening Sedgwick – Blueberry Widen to urban standard X X 3.10 Salmonberry Rd Widening Ramsey – Bethel Widen to urban standard X X 3.11 New Collector Geiger – Ramsey New east-west collector road X n/a Connector A: Ives Mill Rd terminus – Bravo Terrace New roadway X n/a Connector B: Sherman Ave terminus – Sedgwick @ Bravo Terr New roadway X n/a Connector C: Lund 450 ft w/o Bethel – Bethel @ Walmart DW New roadway 1Project is necessary to provide access to major developments and is assumed to be constructed concurrent with development Elisabeth Wooton, Transportation Planner December 21, 2017 Page 3 of 17 Baseline (2040): 2018-2023 Six-Year TIP The 2040 Baseline scenario assumed construction of all projects identified in the Port Orchard 2018-2023 Six-Year Transportation Improvement Program (TIP) and any anticipated developer-funded improvements. Baseline improvements not identified in the 2018-2023 Six-Year TIP included a new traffic signal at Bethel & Blueberry Rd and new roundabouts at Sedgwick & Bravo Terrace and Sedgwick east of Geiger Road. The intersection of Bethel Rd & Salmonberry Rd was modeled under both roundabout and traffic signal control. Intersection control for non-TIP intersections was selected based on preliminary MUTCD warrant analyses and proximity of nearby intersections. Final selection of intersection control treatments along the study corridor should also consider right-of-way, topography, and safety. Baseline developer-funded improvement projects were also assumed to include a new connector roadway extending from the Walmart frontage to the south to serve an anticipated big-box retail site to the east of Bethel Road. This connector roadway will access Bethel Road at the Walmart driveway signal and will access Mile Hill Dr to the north via internal access roads. The connector roadway is shown in Figure 1. All Baseline improvement projects are identified in Table 1. This analysis assumed phased construction of corridor improvements along Sedgwick Rd and Bethel Rd, with the first phase including minor signal phasing improvements at the intersections of Bethel Road & Sedgwick Road and Bethel Road & Lund Avenue. The addition of protected-permitted left-turn treatments at these locations would represent a low-cost preliminary phase of the Bethel Road and Sedgwick Road corridor improvements and was included in the baseline scenario. Conceptual drawings of all proposed roundabouts are provided in Attachment A. Alternative A: 20-Year TIP with Sedgwick & Bethel Corridor Improvements Alternative A included all projects identified in the Port Orchard 20-year (Tier 2) Transportation Improvement Program and all baseline improvement projects. Tier 2 TIP projects include construction of Sedgwick Road and Bethel Road corridor improvements. This analysis assumed Sedgwick Road widening will include a four-lane access-controlled section with a raised median from SR 16 to Bethel Road. Left turns will be prohibited at stop-controlled driveways and intersections along Sedgwick Road. Left-run access to access-restricted driveways along Sedgwick Road will be available via U- turn movements at new roundabouts at Bravo Terrace and east of Geiger Road. Bethel Road widening will include a two-lane access-controlled section with a raised from Mile Hill Drive to 1,000 feet south of Sedgwick Road. Left turns will be prohibited at stop-controlled driveways and intersections along Bethel Road. Left-turn access to access-restricted driveways along Sedgwick Road will be available via U-turn movements at the intersections of Lund Avenue and Salmonberry Road along Bethel Road. A conceptual drawing showing recommended lane channelization at the intersection of Sedgwick Road and Bethel Road is provided in Attachment B. These planning-level assumptions are consistent with the Port Orchard Comprehensive Plan and were confirmed by City staff. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 4 of 17 Figure 1. Future (2040) Proposed Connectors Elisabeth Wooton, Transportation Planner December 21, 2017 Page 5 of 17 Mitchel Road – Lundberg Road – Lincoln Avenue Reconfiguration Alternative A assumes realignment of SE Lundberg Road and Lincoln Avenue SE concurrent with the Bethel Corridor project to create a new four-leg roundabout on Bethel Road, as shown in Figure 2. The new intersection will improve access to development parcels to the west of Bethel Road and to Mitchel Avenue and South Kitsap High School to the east of Bethel Road. Alternative A also assumes Mitchell Road we be reconfigured as a northbound one-way street between Bethel Road and Lincoln Avenue SE. The new one-way will relieve right-turn demand from the new roundabout to the north. Figure 2. Alternative A (2040) Mitchell Road – Lundberg Road – Lincoln Avenue Reconfiguration Alternative B: Expanded Roadway Network Alternative B included all projects which were modeled in Alternative A with the addition of three new local street connections, as shown below and in Figure 1:  Connector A: Ives Mill Road from existing terminus west of Bethel to Bravo Terrace  Connector B: Sherman Avenue from existing terminus north of Sedgwick to intersect Bethel at Bravo Terrace.  Connector C: New roadway from SE Lund Ave 450 west of Bethel Rd to intersect with Bethel Rd at existing signalized intersection opposite Walmart driveway Elisabeth Wooton, Transportation Planner December 21, 2017 Page 6 of 17 Level of Service Standards Minimum street and intersection LOS requirements are defined in the Port Orchard 2014 Transportation Element as LOS D for all segments and intersections on the City’s arterial street system. The City’s Level of Service standard does not apply to State facilities within the City of Port Orchard. Minimum LOS for State facilities are set by the Washington State Department of Transportation (WSDOT). SR 16 is designated by WSDOT as a Highway of Statewide Significance (HSS) and is assigned minimum LOS D. SR 160 is designated a Tier 2 non-HSS also with minimum LOS D. Level of Service Definition Intersection LOS is based on the average delay experienced by a vehicle traveling through an intersection. Delay at a signalized intersection can be caused by waiting for the signal or waiting for the queue ahead to clear the signal. Delay at unsignalized intersections is caused by waiting for a gap in traffic or waiting for a queue to clear the intersection. Table 2 identifies the delay thresholds used to determine intersection LOS. For the purposes of this analysis and to maintain consistency with WSDOT practice, roundabouts were analyzed using signalized LOS thresholds. Delay is defined differently for signalized and all-way stop controlled intersections than for two-way stop controlled (i.e. stop control on minor approach) intersections. For signalized and all-way stop controlled intersections, level of service thresholds are based upon average control delay for all vehicles using the intersection. For two-way stop controlled intersections, delay is reported for the movement with the worst (highest) delay. Table 2. Intersection Level of Service Thresholds LOS Signalized & Roundabout Delay (sec/veh) Stop-Controlled Delay (sec/veh) A ≤10 ≤10 B >10 – 20 >10 – 15 C >20 – 35 >15 – 25 D >35 – 55 >25 – 35 E >55 – 80 >35 – 50 F >80 >50 Elisabeth Wooton, Transportation Planner December 21, 2017 Page 7 of 17 Results Baseline (2040): 2018-2023 Six-Year TIP Baseline intersection LOS results for key intersections along the study corridors are summarized in Table 3. Table 3. Baseline Intersection Levels of Service ID Intersection 2017 PM 2040 PM Baseline Control Type1 TEV2 Delay3 (sec/veh) LOS Control Type1 TEV2 Delay3 (s/veh) LOS 39 Sedgwick Rd & SR 16 EB ramps Signal 2175 30.4 C Signal 3050 48.8 D 40 Sedgwick Rd & SR 16 WB ramps Signal 2280 17.6 B Signal 2701 20.7 C 109 Sedgwick Rd & Bravo Terrace TWSC 2006 29.5 D RAB 2429 5.2 A 110 Sedgwick Rd & Geiger Rd TWSC 1959 67.5 F RIRO 2332 18.6 C 121 Sedgwick Rd & New Roundabout - - - - RAB 2514 6.1 A 41 Sedgwick Rd & Bethel Rd Signal 2935 42.8 D Signal 3970 63.7 E 129 Bethel Rd & Blueberry Rd TWSC 1448 49.9 E Signal 1909 4.2 A 84 Bethel Rd & Salmonberry Rd TWSC 1566 48.8 E RAB Signal 2482 8.3 12.1 A B 108 Bethel Rd & Walmart Signal 1749 6.4 A Signal 2132 6.4 A 30 Bethel Rd & Lund Ave Signal 3135 35.5 D Signal 4323 48.4 D 47 Bethel Rd & Mitchell Rd SE TWSC 1483 17.5 C TWSC 2181 49.8 E 132 Bethel Rd & SE Lundberg Rd TWSC 1100 13.8 B TWSC 1586 22.2 C 29 Bethel Rd & Lincoln Ave SE TWSC 1134 15.8 C TWSC 1492 23.2 C 133 Mitchell Ave & Lincoln Ave TWSC 176 9.5 A TWSC 315 10.7 B 46 Bethel Rd & Mile Hill Dr RAB 1913 13.4 B RAB 2647 51.6 D 1TWSC = two-way stop control; AWSC = all-way stop control; RAB = roundabout; Signal = signalized; RIRO= right-in right-out access 2Total Entering Volume, PM peak hour 3Two-way stop controlled intersection delay is expressed as average worst (i.e. highest delay) movement delay The intersections of Sedgwick Rd & Bethel Rd and Bethel Rd & Mitchell Rd will operate below minimum LOS standards at LOS E by 2040. Baseline signal phasing improvements at the intersection of Bethel Rd & Lund Ave will allow the intersection to operate at LOS D through 2040, satisfying minimum LOS standards. The intersection would operate with 104.5 seconds per vehicle delay (LOS F) without signal improvements. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 8 of 17 The intersection of Bethel Rd & Salmonberry Rd will operate with LOS B under signal control or LOS A under roundabout control. This analysis indicated that a two-lane roundabout with flared entries will be necessary to maintain minimum LOS standards at the intersection. A roundabout will result in control delay of 8.3 seconds per vehicle while a traffic signal will result in control delay of 12.1 seconds per vehicle. Queue results are summarized in Table 4. Table 4: Baseline Queue at Key Locations Control Mvmt Storage Average Q2 95th Q3 Intersection Type1 (feet) (feet) (feet) 39 Sedgwick Rd & SR 16 EB ramps Signal WBL 250 232 376 WBT 600 185 261 SBLT 1600 304 501 SBR 600 189 402 40 Sedgwick Rd & SR 16 WB ramps Signal EBL 240 04 04 EBT 575 04 04 WB 270 288 441 NBLT 1500 188 340 NBR 430 101 242 109 Sedgwick & Bravo Terrace RAB EBT 270 24 58 EBR 200 5 12 WBT 1250 21 53 41 Sedgwick Rd & Bethel Rd Signal EBL 500 165 286 EBT 570 758 1006 EBR 90 98 170 WBL 260 40 122 WBT 1650 277 393 WBR 60 0 38 NBL 250 169 341 NBT 1910 348 525 NBR 800 1 48 SBL 200 139 297 SBT 600 412 635 SBR 110 118 213 84A Bethel Rd & Salmonberry Rd (Signal) Signal NBL 200 1 4 NBT 1280 108 190 NBR 200 0 28 SBL 300 5 17 SBT 1160 151 290 SBR 200 0 21 84B Bethel Rd & Salmonberry Rd (Roundabout) RAB NBLT 1280 37 91 NBR 200 19 47 SBLT 1160 58 144 SBR 200 16 40 29 Bethel Rd & Lincoln Ave TWSC WB 150 - 45 133 Mitchell Ave & Lincoln Ave TWSC EB 150 - 5 1. AWSC = All-way stop control; RAB = Roundabout; RIRO = Two-way stop control with right-in-right-out access restriction; Signal = Signalized; TWSC = Two-way stop control 2. Average (50th percentile) queue, in feet (HCM 2010 methodology does not calculate for TWSC intersections 3. 95th percentile queue, in feet 4. Volume is metered by upstream signal Queue exceeds storage capacity Elisabeth Wooton, Transportation Planner December 21, 2017 Page 9 of 17 Westbound queue at the Sedgwick Rd & SR 16 WB ramps will stack to Bravo Terrace and impact roundabout operations, assuming the existing intersection spacing of 270 feet is maintained. The intersection of Sedgwick Rd & Bethel Rd will operate with queue exceeding storage capacity for eastbound right, northbound left, southbound left, and southbound right turn lanes. Queuing on the westbound through movement will block the 60-foot westbound right turn lane for the majority of the PM peak hour, limiting the effectiveness of the right-turn lane. Alternative A: 20-Year TIP with Sedgwick & Bethel Corridor Improvements Geiger-Blueberry-Ramsey-Salmonberry Bypass Route Alternative A includes planned widening projects along Geiger Road, Blueberry Road, Ramsey Road, and Salmonberry Road. The combination of these widening and improvement projects, in addition to intersection capacity improvements at Sedgwick Rd & Bethel Rd and Bethel Rd & Salmonberry Rd, create a bypass route to the northwest of the Sedgwick Rd & Bethel Rd intersection. The northwest bypass route will serve approximately 167 vehicles during the 2040 PM peak hour, as shown in Figure 3. Figure 3. Alternative A (2040) Geiger-Blueberry-Ramsey-Salmonberry Bypass Demand Elisabeth Wooton, Transportation Planner December 21, 2017 Page 10 of 17 Level of Service (LOS) and Queuing Alternative A (2040) intersection LOS results are summarized in Table 5. Table 5. Alternative A Intersection Levels of Service ID Intersection Baseline (2040) Alternative A (2040) Control Type1 TEV2 Delay3 (sec/veh) LOS Control Type1 TEV2 Delay3 (s/veh) LOS 39 Sedgwick Rd & SR 16 EB ramps Signal 3050 48.8 D Signal 3087 52.6 D 40 Sedgwick Rd & SR 16 WB ramps Signal 2701 20.7 C Signal 3069 22.2 C 109 Sedgwick Rd & Bravo Terrace RAB 2429 5.2 A RAB 3021 5.2 A 110 Sedgwick Rd & Geiger Rd RIRO 2332 18.6 C RIRO 2874 16.0 C 121 Sedgwick Rd & New Roundabout RAB 2514 6.1 A RAB 3143 7.2 A 41 Sedgwick Rd & Bethel Rd Signal 3970 63.7 E Signal 4455 42.6 D 129 Bethel Rd & Blueberry Rd Signal 1909 4.2 A Signal 2353 6.4 A 84 Bethel Rd & Salmonberry Rd RAB Signal 2482 8.3 12.1 A B RAB Signal 3038 14.9 21.9 B C 108 Bethel Rd & Walmart Signal 2132 6.4 A Signal 3001 16.6 C 30 Bethel Rd & Lund Ave Signal 4323 48.4 D Signal 4837 53.1 D 47 Bethel Rd & Mitchell Rd SE TWSC 2181 49.8 E Removed 132 Bethel Rd & SE Lundberg Rd TWSC 1586 22.2 C RAB 1980 8.1 A 29 Bethel Rd & Lincoln Ave SE TWSC 1492 23.2 C 133 Mitchell Ave & Lincoln Ave TWSC 315 10.7 B TWSC 405 10.2 B 46 Bethel Rd & Mile Hill Dr RAB 2647 51.6 D RAB 2535 37.9 D 1TWSC = Two-way stop control; AWSC = All-way stop control; RAB = Roundabout; Signal = Signalized 2Total Entering Volume, PM peak hour 3Two-way stop controlled intersection delay is expressed as average worst (i.e. highest delay) movement delay The Mitchell Road – Lundberg Road – Lincoln Avenue reconfiguration will mitigate an LOS deficiency at Bethel Road & Mitchell Road, with the new roundabout operating at LOS A through 2040. The widening of Sedgwick Road to include a two through lanes in each direction will allow the Sedgwick Rd & Bethel Rd intersection to operate at LOS D through 2040. This analysis also assumed revised turn bay storage capacities, as described above, to allow turn bays to operate effectively. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 11 of 17 This analysis assumed widening of Sedgwick Road to a point east of the Bethel Road intersection in order to allow two westbound through lanes at the intersection. This extension of the Sedgwick Road widening project would be necessary to maintain intersection LOS standards at the intersection, as the intersection will operate at LOS E with 65 seconds average delay with a one-lane westbound approach. A two-lane roundabout at the intersection of Bethel Road & Salmonberry Road will allow slightly lower delay (14.9 sec/veh) than signal control (21.9 sec/veh) at the same location. Roundabout Intersection operations at Bethel Rd and Mile Hill Dr (SR 166) are improved by demand redistribution and rebalancing associated with the Port Orchard Boulevard improvements and the Bethel Road widening. Queuing results are summarized in Table 6. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 12 of 17 Table 6: Alternative A Queuing at Key Locations Control Mvmt Storage Average Q2 95th Q3 Intersection Type1 (feet) (feet) (feet) 39 Sedgwick Rd & SR 16 EB ramps Signal WBL 250 226 424 WBT 600 173 284 SBLT 1600 344 541 SBR 600 141 311 40 Sedgwick Rd & SR 16 WB ramps Signal EBL 240 11 11 EBT 575 188 1881 WB 270 228 338 NBLT 1500 154 251 NBR 430 196 390 109 Sedgwick & Bravo Terrace RAB EBT 270 35 88 EBR 200 4 11 WBT 1250 34 85 41 Sedgwick Rd & Bethel Rd Signal EBL 500 288 489 EBT 570 238 311 EBR 150 14 74 WBL 260 33 63 WBT 1650 126 177 WBR 200 0 54 NBL 300 137 298 NBT 1910 264 445 NBR 800 0 19 SBL 350 132 301 SBT 600 312 523 SBR 200 110 178 84A Bethel Rd & Salmonberry Rd (Signal) Signal NBL 200 1 4 NBT 1280 427 697 NBR 200 8 35 SBL 300 95 249 SBT 1160 306 705 SBR 200 11 47 84B Bethel Rd & Salmonberry Rd (Roundabout) RAB NBLT 1280 113 281 NBR 200 22 54 SBLT 1160 168 417 SBR 200 25 62 29 Bethel Rd & Lincoln Ave RAB WB 150 22 54 133 Mitchell Ave & Lincoln Ave TWSC EB 150 - 5 1. AWSC = All-way stop control; RAB = Roundabout; RIRO = Two-way stop control with right-in-right-out access restriction; Signal = Signalized; TWSC = Two-way stop control 2. Average (50th percentile) queue, in feet (HCM 2010 methodology does not calculate for TWSC intersections 3. 95th percentile queue, in feet 4. Volume is metered by upstream signal Queue exceeds storage capacity Westbound 95th percentile queue at the intersection of Sedgwick Rd & SR 16 WB ramps will extend 338 feet and through the Bravo Terrace roundabout. Eastbound 95th percentile queue at Bravo Terrace will extend 88 feet and will not stack to the ramp intersection. Roadway improvements under Alternative A included increased turn bay storage at the intersection of Sedgwick Rd & Bethel Rd. Turn bay storage capacities identified in Table 6 at the Sedgwick & Bethel intersection were defined based on 95th percentile queue results. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 13 of 17 Alternative B: Expanded Roadway Network Connector A, as shown in Figure 1, will operate as a cut-through route to the southwest of the intersection of Sedgwick Rd and Bethel Rd. It will serve approximately 490 vehicles per hour in the 2040 PM peak hour condition, some of which include vehicles which would otherwise travel through the Sedgwick & Bethel intersection. Connector B will create an alternate north-south route east of SR 16 from Sedgwick Road to Sidney Avenue, which continues north to Tremont Street. The connector will serve anticipated development in the vicinity but will also serve cut-through demand. Connector B will serve up to 530 vehicles per hour by 2040. Connector C as defined by City staff will provide internal connectivity to commercial developments southwest of the intersection of Bethel Road and Lund Avenue. the route will also function as a bypass route during the PM peak hour, serving approximately 170 vehicles per hour which would otherwise use the intersection of Bethel & Lund. Consideration should be given to the intended purpose of this connector. If the route is intended to serve as a collector roadway, alignment and intersection control along the corridor should be designed to provide capacity to through movements. Alternative B intersection LOS results are summarized in Table 7. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 14 of 17 Table 7. Alternative B Intersection Levels of Service ID Intersection Baseline (2040) Alternative B (2040) Control Type1 TEV2 Delay3 (sec/veh) LOS Control Type1 TEV2 Delay3 (s/veh) LOS 39 Sedgwick Rd & SR 16 EB ramps Signal 3050 48.8 D Signal 3138 54.5 D 40 Sedgwick Rd & SR 16 WB ramps Signal 2701 20.7 C Signal 3226 32.1 C 109 Sedgwick Rd & Bravo Terrace RAB 2429 5.2 A RAB 3604 7.7 A 110 Sedgwick Rd & Geiger Rd RIRO 2332 18.6 C RIRO 2806 14.2 B 121 Sedgwick Rd & New Roundabout RAB 2514 6.1 A RAB 3002 6.9 A 41 Sedgwick Rd & Bethel Rd Signal 3970 63.7 E Signal 4087 37.3 D 129 Bethel Rd & Blueberry Rd Signal 1909 4.2 A Signal 2293 8.1 A 84 Bethel Rd & Salmonberry Rd RAB Signal 2482 8.3 12.1 A B RAB Signal 3034 15.7 22.0 B C 108 Bethel Rd & Walmart Signal 2132 6.4 A Signal 2875 10.0 B 30 Bethel Rd & Lund Ave Signal 4323 48.4 D Signal 4526 44.2 D 47 Bethel Rd & Mitchell Rd SE TWSC 2181 49.8 E Removed 132 Bethel Rd & SE Lundberg Rd TWSC 1586 22.2 C RAB 1876 8.1 A 29 Bethel Rd & Lincoln Ave SE TWSC 1492 23.2 C 46 Bethel Rd & Mile Hill Dr TWSC 315 10.7 B RAB 2457 32.6 C 1TWSC = Two-way stop control; AWSC = All-way stop control; RAB = Roundabout; Signal = Signalized 2Total Entering Volume, PM peak hour 3Two-way stop controlled intersection delay is expressed as average worst (i.e. highest delay) movement delay The intersection of Sedgwick Road with the SR 16 WB ramps will operate at LOS D, satisfying WSDOT LOS standards but within 0.5 seconds of LOS E and failure threshold. An increase in delay at the Sedgwick Rd & SR 16 WB ramp intersection is a result of increased northbound right-turn demand which will exit SR 16 to use Connector B. A two-lane roundabout at the intersection of Bethel Road & Salmonberry Road will allow slightly lower delay (15.7 sec/veh) than signal control (22.0 sec/veh) at the same location. Queuing results are summarized in Table 8. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 15 of 17 Table 8: Alternative B Queuing at Key Locations Control Mvmt Storage Average Q2 95th Q3 Intersection Type1 (feet) (feet) (feet) 39 Sedgwick Rd & SR 16 EB ramps Signal WBL 250 282 482 WBT 600 238 341 SBLT 1600 376 580 SBR 600 155 313 40 Sedgwick Rd & SR 16 WB ramps Signal EBL 240 1 6 EBT 575 820 1154 WB 270 371 523 NBLT 1500 157 239 NBR 430 410 627 109 Sedgwick & Bravo Terrace RAB EBT 270 45 112 EBR 200 11 28 WBT 1250 51 126 41 Sedgwick Rd & Bethel Rd Signal EBL 500 295 498 EBT 570 225 293 EBR 150 0 12 WBL 260 29 56 WBT 1650 145 201 WBR 200 0 24 NBL 300 44 105 NBT 1910 253 444 NBR 800 0 0 SBL 350 133 302 SBT 600 259 421 SBR 200 92 151 84A Bethel Rd & Salmonberry Rd (Signal) Signal NBL 200 3 8 NBT 1280 435 704 NBR 200 9 38 SBL 300 143 194 SBT 1160 307 438 SBR 200 19 33 84B Bethel Rd & Salmonberry Rd (Roundabout) RAB NBLT 1280 128 319 NBR 200 23 58 SBLT 1160 181 451 SBR 200 25 63 29 Bethel Rd & Lincoln Ave RAB WB 150 20 49 133 Mitchell Ave & Lincoln Ave TWSC EB 150 - 1. AWSC = All-way stop control; RAB = Roundabout; RIRO = Two-way stop control with right-in-right-out access restriction; Signal = Signalized; TWSC = Two-way stop control 2. Average (50th percentile) queue, in feet (HCM 2010 methodology does not calculate for TWSC intersections 3. 95th percentile queue, in feet 4. Volume is metered by upstream signal Queue exceeds storage capacity Westbound 95th percentile queue at the intersection of Sedgwick Rd & SR 16 WB ramps will extend 523 feet and through the Bravo Terrace roundabout. Eastbound 95th percentile queue at Bravo Terrace will extend 112 feet and will not stack to the ramp intersection. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 16 of 17 Eastbound 95th percentile queue will extend 1,154 feet, well beyond the SR 16 eastbound ramp intersection, impacting operations on the SR 16 eastbound off-ramp. Queue mitigation would require widening of the Sedgwick overpass to provide two eastbound through lanes at the SR 16 westbound ramps. Eastbound 95th percentile queue at the intersection of Sedgwick Road and Bravo Terrace will extend 112 feet and will not reach the SR 16 WB ramp intersection. As PM peak hour demand on SR 16 approaches or exceeds capacity in 2040, regional demand may begin to spill over to the Port Orchard street network. This analysis did not consider capacity improvements to SR 16, which are currently being evaluated as part of the WSDOT SR 16 Congestion Study. As a result, this analysis reflects a “worst case” scenario with regional demand potentially using the Port Orchard street network to bypass freeway congestion. This analysis should be updated as WSDOT identifies potential SR 16 improvement strategies. Conclusion This preliminary analysis indicates that minimum LOS standards along the Sedgwick Road and Bethel Road corridors can be maintained through 2040 with a combination of signal phasing improvements, developer-funded project improvements, and widening of Sedgwick Road and Bethel Road. Several developer-funded project improvements will be necessary to provide access to anticipated commercial and residential development sites along the study corridor. Sedgwick Road widening is recommended to include a five-lane section extending to the east of Bethel Road in order to satisfy intersection LOS at the intersection of Sedgwick Road & Bethel Road. A two-lane roundabout will provide the greatest operational benefit at the intersection of Bethel Road and Salmonberry Road. In addition to providing delay and queuing benefits over signal control, roundabout control will allow the northbound and southbound U-turn movements which will be necessary given the proposed access restrictions along the Bethel Road corridor. Roundabout control also offers safety and traffic calming benefits for the Bethel & Salmonberry intersection. Realignment of the Bethel Road & Lundberg Road and Bethel Road & Lincoln Avenue intersections, in combination with one-way channelization of Mitchell Road between Bethel Road and Lincoln Avenue, will mitigate intersection LOS deficiency on the westbound stop-controlled approach of Mitchell Road at Bethel Road. The proposed connector roadways in Alternative B will provide alternate routes to Sedgwick Road and Bethel Road. These routes will not be necessary to maintain minimum intersection LOS in the 2040 analysis horizon but will improve network connectivity and access to anticipated commercial and residential development. Future analyses should consider the impacts of potential improvement strategies along the SR 16 corridor through Port Orchard, pending WSDOT SR 16 corridor study results. This document summarizes the preliminary findings of TSI’s Sedgwick-Bethel corridor travel demand and LOS forecasts. If you have any questions about the analysis or findings presented above, please contact me at your convenience. Elisabeth Wooton, Transportation Planner December 21, 2017 Page 17 of 17 Sincerely, Transportation Solutions, Inc. Andrew L. Bratlien, PE Senior Transportation Engineer Attachment A: Roundabout Concepts Attachment B: Sedgwick & Bethel Intersection Channelization Concept Attachment B: 2040 Baseline Network Volume Plot Attachment C: Alternative A Network Volume Plot Attachment D: Alternative B Network Volume Plot SITE LAYOUT Site: [29_Bethel & Lincoln] Sedgwick & Bethel Corridor Study - 2040 Alternative A Roundabout SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TRANSPORTATION SOLUTIONS INC | Created: Monday, December 18, 2017 4:34:54 PM Project: C:\Users\jakep\Dropbox (TSI)\TSI Projects\2017\217040 Sedgwick Road & Bethel Corridor Study\LOS\Sedgwick & Bethel_2040 Alt A.sip7 SITE LAYOUT Site: [46_Bethel & Mile Hill] Sedgwick & Bethel Corridor Study - 2040 Alternative A Roundabout SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TRANSPORTATION SOLUTIONS INC | Created: Monday, December 18, 2017 4:33:44 PM Project: C:\Users\jakep\Dropbox (TSI)\TSI Projects\2017\217040 Sedgwick Road & Bethel Corridor Study\LOS\Sedgwick & Bethel_2040 Alt A.sip7 SITE LAYOUT Site: [84_Bethel & Salmonberry] Sedgwick & Bethel Corridor Study - 2040 Alternative A Roundabout SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TRANSPORTATION SOLUTIONS INC | Created: Monday, December 18, 2017 4:34:24 PM Project: C:\Users\jakep\Dropbox (TSI)\TSI Projects\2017\217040 Sedgwick Road & Bethel Corridor Study\LOS\Sedgwick & Bethel_2040 Alt A.sip7 SITE LAYOUT Site: [109_Sedgwick & Bravo Terrace] Sedgwick & Bethel Corridor Study - 2040 Alternative A Roundabout SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TRANSPORTATION SOLUTIONS INC | Created: Monday, December 18, 2017 4:33:56 PM Project: C:\Users\jakep\Dropbox (TSI)\TSI Projects\2017\217040 Sedgwick Road & Bethel Corridor Study\LOS\Sedgwick & Bethel_2040 Alt A.sip7 SITE LAYOUT Site: [121_Sedgwick & NW Connector] Sedgwick & Bethel Corridor Study - 2040 Alternative A Roundabout SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TRANSPORTATION SOLUTIONS INC | Created: Monday, December 18, 2017 4:34:11 PM Project: C:\Users\jakep\Dropbox (TSI)\TSI Projects\2017\217040 Sedgwick Road & Bethel Corridor Study\LOS\Sedgwick & Bethel_2040 Alt A.sip7 Lanes and Geometrics 41: Bethel Rd SE & SE Sedgwick Rd 12/19/2017 Bethel 2040 PM 5:00 pm 06/24/2015 Alternative A Synchro 9 Report TSI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 12 12 12 12 12 12 12 12 12 12 12 Grade (%)0%0%0%0% Storage Length (ft)500 150 260 200 300 800 350 Storage Lanes 1 1 1 1 1 1 1 Taper Length (ft)0 0 0 0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 0.97 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)1787 3574 1599 1805 3610 1615 1787 1881 1599 0 1803 1900 Flt Permitted 0.218 0.286 0.154 0.148 Satd. Flow (perm)410 3574 1599 543 3610 1615 290 1881 1552 0 281 1900 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)285 176 158 Link Speed (mph)35 35 35 35 Link Distance (ft)682 2613 839 1107 Travel Time (s)13.3 50.9 16.3 21.6 Intersection Summary Area Type:Other Lane Group SBR Lane Configurations Ideal Flow (vphpl)1900 Lane Width (ft)12 Grade (%) Storage Length (ft)200 Storage Lanes 1 Taper Length (ft) Lane Util. Factor 1.00 Ped Bike Factor Frt 0.850 Flt Protected Satd. Flow (prot)1615 Flt Permitted Satd. Flow (perm)1615 Right Turn on Red Yes Satd. Flow (RTOR)61 Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary Timings 41: Bethel Rd SE & SE Sedgwick Rd 12/19/2017 Bethel 2040 PM 5:00 pm 06/24/2015 Alternative A Synchro 9 Report TSI Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph)515 858 306 98 423 167 284 462 108 15 279 529 Future Volume (vph)515 858 306 98 423 167 284 462 108 15 279 529 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm custom pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 1 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 1 6 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 20.0 8.0 8.0 20.0 Total Split (s)25.0 34.0 34.0 11.0 20.0 20.0 14.0 30.0 30.0 15.0 15.0 31.0 Total Split (%)27.8%37.8%37.8%12.2%22.2%22.2%15.6%33.3%33.3%16.7%16.7%34.4% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None None Max Act Effct Green (s)40.0 31.3 31.3 21.8 15.0 15.0 36.0 26.0 26.0 38.0 27.0 Actuated g/C Ratio 0.45 0.35 0.35 0.24 0.17 0.17 0.40 0.29 0.29 0.43 0.30 v/c Ratio 1.06 0.72 0.43 0.45 0.73 0.42 1.05 0.89 0.20 1.01 0.97 Control Delay 83.0 29.7 6.2 23.2 43.0 8.7 90.7 50.4 2.6 78.5 62.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.0 29.7 6.2 23.2 43.0 8.7 90.7 50.4 2.6 78.5 62.7 LOS F C A C D A F D A E E Approach Delay 41.8 31.8 57.7 49.2 Approach LOS D C E D Intersection Summary Cycle Length: 90 Actuated Cycle Length: 89 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay: 45.4 Intersection LOS: D Intersection Capacity Utilization 97.1%ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 41: Bethel Rd SE & SE Sedgwick Rd Timings 41: Bethel Rd SE & SE Sedgwick Rd 12/19/2017 Bethel 2040 PM 5:00 pm 06/24/2015 Alternative A Synchro 9 Report TSI Page 3 Lane Group SBR Lane Configurations Traffic Volume (vph)411 Future Volume (vph)411 Turn Type pm+ov Protected Phases 7 Permitted Phases 6 Detector Phase 7 Switch Phase Minimum Initial (s)4.0 Minimum Split (s)8.0 Total Split (s)25.0 Total Split (%)27.8% Yellow Time (s)3.5 All-Red Time (s)0.5 Lost Time Adjust (s)0.0 Total Lost Time (s)4.0 Lead/Lag Lead Lead-Lag Optimize?Yes Recall Mode None Act Effct Green (s)52.0 Actuated g/C Ratio 0.58 v/c Ratio 0.45 Control Delay 10.7 Queue Delay 0.0 Total Delay 10.7 LOS B Approach Delay Approach LOS Intersection Summary © OpenStreetMap contributors© OpenStreetMap contributors© OpenStreetMap contributors 33545553541010 85 85 980 1270 1290 980 185 150 151515 15 895355320 385200130 250215440550185 1655 90720580720560465340 290 4153352703254354607707951005102510409851320 1625 1030 755 1015 775 10908507 6 51070530 11959308207601170 750865 1330 830845875 550 1195 955 865910830725210 475 370 520 410 180305185 20215958080953051851853051005 530 10204525254540 35 556510010925 12547036068584572580025158550210 190 85100 30 30 55 35152015402525401185 785760 21029010014080951 1 5 1 7 0 1204583072588083030 112092546854185418536553655120110125 70 42254225315538303155418538953354225310240340 290 7012570125704658585 254020 36047047534035 40 40354035200130102852701501204512025151516012012570145 215135170 1077079595 1151251 3 1 5 1 6 3 0 1 6 3 0 1 3 1 53525 40 254060 65 37546576082090 110 1525256060255302010475 210 70 35 40 830865120 175165385 425 35 90 40 510 114515525065 45 280 210 20 165115880 1290 11516540 35 35 10 74082079575570510 1145675515675515 125555995 2525880 795770104095 3535 95 151010023021580 8025 10 25 79577560 2515Baseline (2040) Volume 1_Bethel 2040 Baseline.ver 30.11.2017/17:02:27 Transportation Solutions, Inc.1:16062 © OpenStreetMap contributors© OpenStreetMap contributors© OpenStreetMap contributors 28533541033010 50 85 905 1210 1210 905 175 140 202020 20 930345245 350200125 245210555765885 295 2406 75945685995815590335 255 66561525033535534577075510201080134513201250 1630 1295 875 1275 890 11109857 8 51050475 148012008557851220 8001060 1480 10401105905 580 1150 895 8701065995940260 645 310 430 470 150105100 2021517085851701051001001051040 560 10252513040 30 5560151007510020365295870985935960251585501052535 120 30 60 35102015402525401195 865845 12085150851 1 5 1 6 0 751309959401085104030 370 300144012304655412541253650 3650105115125 70 41904190314037753140412538853054190325225335 255 7012570125704658550 2520 29536536527535 25 253520352001252852701401101307550202017013012570145 215125160 1077075575 1751251 2 4 0 1 6 3 0 1 6 3 0 1 2 4 0 885 352525 75 85 47072078585590 110 15252545452556010510645 260 70 90 25 85 10801090120 21045295 385 10 85 25 545 118019529565 45 330 250 70 180 401020 1480 4040 35 35 10 118013001300124070545 1180950620950620 1 25 5 0 5245100755770452515 115115 15 501001515 35 175 60 7521040 15 21021550 25 85 80 1300123560 2515Alternative A (2040) Volume 2_Bethel 2040 Alternative A+AccessRestriction.ver 19.12.2017/12:42:38 Transportation Solutions, Inc.1:16062 © OpenStreetMap contributors© OpenStreetMap contributors© OpenStreetMap contributors 28536543534010 60 75 890 1185 1185 890 175 145 152020 15 910225240 340200120 240215510755880 290 2406 45945675995865605335 275 6556251853004003707407059901025119512801180 1425 1230 865 1220 875 112510058 2 01045475 162512455905801250 845955 1335 10051045925 610 1120 880 7651005965895260 665 300 490 520 1359085 2021517580801759085859085901060 590 10252513525 35 6050102510038529083096089093025158550202030 35 30 60 35101515402525401180 875850 10575225801 1 5 1 6 0 601359658951045100530 370 300 235 185140512004665403540353560356 011085265 265 41554155311038103110403538852704155300165335 275 2652652652652652654757560 355520 29038538527520 30 3020252020012037530014511013590452015170130265265145 215125160 107407051751201 1 7 0 1 5 9 5 1 5 9 5 1 1 7 0 880 2035 30 353070 65 4707402055285 205 580590215 315 15252545452559011010665 260 75 80 15 100 10651050120 230125275 450 30 10 100 15 575 120018028565 40 315 240 175 190 55900 1335 5540 35 35 10 1155133513351215220260575 1200890555890555 85455245195900 705740502510 3030 10 4535251015 35 185 165 17021035 15 200205651510545 30 85 75 133512109060 2515Alternative B (2040) Volume 3_Bethel 2040 Alternative B+AccessRestriction.ver 19.12.2017/12:43:56 Transportation Solutions, Inc.1:16062 SE SEDGWICK ROADCORRIDOR CONCEPT LAYOUTLANDSCAPING/PLANTING AREASLEGENDCEMENT CONCRETE SIDEWALKCEMENT CONCRETE SPLITTER ISLAND /TRUCK APRONSE SEDGWICK RDBETHEL RD SE RAMSEY RD SEGEIGER RD SEBRAVO TERRACE SEBETHEL RD SEHIGHWAY 16ADJACENT STREET CONNECTIONSSE IVES MILL RDSHERMAN AVECONNECTION © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS BETHEL ROAD SECORRIDOR CONCEPT LAYOUTLANDSCAPING/PLANTING AREASLEGENDCEMENT CONCRETE SIDEWALKCEMENT CONCRETE SPLITTER ISLAND /TRUCK APRONBETHEL RD SESE SEDGWICK RDSE BLUEBERRY RDSE SALMONBERRY RDSE LUND AVESE LUNDBERG RDBETHEL RD SEVALLAIRCONNECTIONADJACENT STREET CONNECTIONSSE LINCOLN AVEMITCHELL RD SEWALMARTCONNECTIONRAMSEY RD SE 112301-2-051-2009ROLAND & ROLAND5458-000-001-0005ROLAND & ROLAND5458-000-002-0004ROLAND & ROLAND022301-3-108-2001ROLAND AND ROLAND112301-1-028-2001GILMORE022301-4-116-2009ROLAND & ROLANDBRAVO TERRACE SESEDGWICK ROAD5458-000-009-0007ROLAND & ROLAND112301-1-027-2002ANDRADE SERGIOOWNERPARCEL NO.TOTAL AREA (SF)ROW TAKE (SF)SLOPE EASEMENTTAKE (SF)POTENTIAL FULLROW TAKE (SF)(DUE TO PROXIMITYDAMAGE)REMAINDER (SF)ASSESSED VALUEROLAND & ROLAND112301-2-051-2009116416.0520263.37028.30.089124.44$483,370.00ROLAND & ROLAND5458-000-002-000434727.221798.4751.20.032177.58$1,051,790.00ROLAND & ROLAND5458-000-001-000549757.626892.21140.10.041725.35$233,820.00ROLAND & ROLAND5458-000-009-000727694.58140.979.40.027474.22$0.00ROLAND & ROLAND022301-3-108-2001221256.472678.04834.60.0213743.90$259,050.00GILMORE112301-1-028-200173412.782686.15270.00.065456.73$164,690.00ROLAND & ROLAND022301-4-116-2009337393.821125.282832.970.0333435.57$1,039,310.00GILMORE112301-1-033-200415943.400.004037.530.011905.87$88,050.00ANDRADE SERGIO112301-1-027-200263476.400.005.600.063470.80$232,460.00LEGENDNOTE:DRAWING FILE No.:ISSUE DATE:DESIGNED BY:BYDATEREVISIONSDRAWN BY:CHECKED BY:PROJECT NAME:OFDRAWING No.:SHEET No.:JOB No.:ALL DIMENSIONSSHOWN IN FEETUNLESS OTHERWISEDESIGNATEDSEDGWICK ROAD (SR 160) AND BETHEL ROADCORRIDOR STUDYCITY OF PORT ORCHARD-JANUARY 2018-0680.028730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516P: 360-352-1465 F: 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JOHNSON0680.02 ROW-ExhibitRW-88BETHEL ROADTHREE LANE SECTIONWITH LANDSCAPE STRIPS--SCALE IN FEET0408016MATCH LINE - SEE SHEET RW-9MATCH LINE - SEE SHEET RW-7MATCH LINE - SEE SHEET RW-14MATCH LINE - SEE SHEET RW-14KEY MAP 4625-000-003-0004ZAPATKA4625-000-003-0509KVINSLAND362401-3-062-2004SAINT VINCENT DE PAULST GABRIEL CONFERENCE4625-000-003-0103KITSAP COUNTYPUBLIC WORKS4625-000-004-003KITSAP COUNTYPUBLIC WORKS362401-3-076-2008MISHKO362401-3-041-2000CLEARLY INVISION LLC362401-3-045-2006CHRISTIAN LIFE CENTERBETHEL ROADMITCHELL ROADLUNDBERG ROAD4625-000-004-0102LUNDBERG4625-000-005-0507GOODWIN FAMILYENTERPRISES LLC4625-000-005-0606PORT ORCHARD STORAGE LLC4625-000-006-0605MONSTER CARWASHOWNERPARCEL NO.TOTAL AREA (SF)ROW TAKE (SF)SLOPE EASEMENTTAKE (SF)POTENTIAL FULLROW TAKE (SF)(DUE TO PROXIMITYDAMAGE)REMAINDER (SF)ASSESSED VALUEMONSTER CAR WASH4625-000-006-060546890.850.00287.200.046603.65$663,330.00PORT ORCHARD STORAGELLC4625-000-005-060617759.340.0019.600.017739.74$121,090.00GOODWIN FAMILYENTERPRISES LLC4625-000-005-0507187147.41143.19158.120.0186846.10$624,930CLEARLY INVISION LLC362401-3-041-200028460.792816.830.000.025643.96$303,880.00MISHKO362401-3-076-200821598.44398.740.000.021199.71$126,350.00KITSAP COUNTY PUBLICWORKS4625-000-004-0003129447.5027379.014212.370.097856.11$0.00LUNDBERG4625-000-004-010246103.197279.371301.970.037521.85$122,360.00SAINT VINCENT DE PAUL /ST GABRIEL CONFERENCE362401-3-062-2004127077.514244.996174.630.0116657.88$1,367,030.00KITSAP COUNTY PUBLICWORKS4625-000-003-010349889.38980.45513.460.048395.47$0.00KVINSLAND4625-000-003-050924929.761019.65499.210.023410.90$23,200.00ZAPATKA4625-000-003-000499791.812007.28998.140.096786.39$90,010.00LEGENDNOTE:DRAWING FILE No.:ISSUE DATE:DESIGNED BY:BYDATEREVISIONSDRAWN BY:CHECKED BY:PROJECT NAME:OFDRAWING No.:SHEET No.:JOB No.:ALL DIMENSIONSSHOWN IN FEETUNLESS OTHERWISEDESIGNATEDSEDGWICK ROAD (SR 160) AND BETHEL ROADCORRIDOR STUDYCITY OF PORT ORCHARD-JANUARY 2018-0680.028730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMRIGHT OF WAY EXHIBITM. JOHNSON0680.02 ROW-ExhibitRW-99BETHEL ROADTHREE LANE SECTIONWITH LANDSCAPE STRIPS--SCALE IN FEET0408016MATCH LINE - SEE SHEET RW-8MATCH LINE - SEE SHEET RW-10MATCH LINE - SEE SHEET RW-14KEY MAP 4625-000-002-0005HILLTOPFABRICATORS LLC362401-3-010-2007LA CHANGPROPERTIES LLC362401-3-009-2000MARIE DEE362401-3-007-2002BETHELDEVELOPMENTGROUP LLC362401-3-003-2006BETHELDEVELOPMENTGROUP LLC352401-1-002-2002BETHEL ROAD LLC362401-2-025-2002BRYFAM LLC362401-2-078-2008DAWN PLACE LLC362401-2-079-2007CARLTONBETHEL ROAD362401-3-062-2004SAINT VINCENT DE PAULST GABRIEL CONFERENCE362401-2-026-2001NASH362401-2-029-2008FERNIEOWNERPARCEL NO.TOTAL AREA (SF)ROW TAKE (SF)SLOPE EASEMENTTAKE (SF)POTENTIAL FULLROW TAKE (SF)(DUE TO PROXIMITYDAMAGE)REMAINDER (SF)ASSESSED VALUEHILLTOPFABRICATORS LLC4625-000-002-0005184761.673867.211996.270.0178898.20$680,050.00LA CHANGPROPERTIES LLC362401-3-010-200718920.951181.98581.570.017157.40$1,134,640.00MARIE DEE362401-3-009-200018720.21607.73211.870.017900.62$314,880.00BETHELDEVELOPMENTGROUP LLC362401-3-007-200220599.28438.09409.820.019751.37$1,360,350.00BETHELDEVELOPMENTGROUP LLC362401-3-003-200621091.581027.80242.760.019821.02$401,430.00BETHEL ROAD LLC352401-1-002-2002804472.5212000.658624.060.0783847.81$956,230.00FERNIE362401-2-029-200811931.580.0083.650.011847.93$530,430.00NASH362401-2-026-200113076.910.0072.470.013004.43$178,830.00BRYFAM LLC362401-2-025-200223718.75887.00451.890.022379.86$474,990.00DAWN PLACE LLC362401-2-078-200820158.86719.22783.390.018656.25$304,930.00CARLTON362401-2-079-200718610.77367.25371.370.017872.14$392,920.00LEGENDNOTE:DRAWING FILE No.:ISSUE DATE:DESIGNED BY:BYDATEREVISIONSDRAWN BY:CHECKED BY:PROJECT NAME:OFDRAWING No.:SHEET No.:JOB No.:ALL DIMENSIONSSHOWN IN FEETUNLESS OTHERWISEDESIGNATEDSEDGWICK ROAD (SR 160) AND BETHEL ROADCORRIDOR STUDYCITY OF PORT ORCHARD-JANUARY 2018-0680.028730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMRIGHT OF WAY EXHIBITM. JOHNSON0680.02 ROW-ExhibitRW-1010BETHEL ROADTHREE LANE SECTIONWITH LANDSCAPE STRIPS--SCALE IN FEET0408016MATCH LINE - SEE SHEET RW-11MATCH LINE - SEE SHEET RW-9KEY MAP 352401-1-002-2002BETHEL ROAD LLC352401-1-007-2007SKIBBS PROPERTIESLLC362401-2-015-2004KBSJDEVELOMPMENT LLC362401-2-018-2001KBSJDEVELOMPMENTLLC362401-2-013-2006PUGET SOUNDENERGY362401-2-012-2007JSS PROPERTIESLLC362401-2-009-2002SAIL INVESTORSGROUP LLC4060-005-018-01071130 ROSEWOODLANE LLCBETHEL ROAD362401-2-007-2004BUCHANANLINGENBRINK LLCOWNERPARCEL NO.TOTAL AREA (SF)ROW TAKE (SF)SLOPE EASEMENTTAKE (SF)POTENTIAL FULLROW TAKE (SF)(DUE TO PROXIMITYDAMAGE)REMAINDER (SF)ASSESSED VALUEKBSJ DEVELOPMENT LLC362401-2-018-200122479.73251.24222.700.022005.78$144,550.00KBSJ DEVELOPMENT LLC362401-2-015-200461096.06882.81934.480.059278.77$458,100.00SKIBBS PROPERTIES LLC352401-1-007-200725288.332251.26449.950.022587.12$819,390.00PUGET SOUND ENERGY362401-2-013-200669428.28933.72575.460.067919.10$0.00JSS PROPERTIES LLC362401-2-012-200753502.651683.491147.090.050672.08$504,360.00SAIL INVESTORS GROUPLLC362401-2-009-200231117.321131.77817.440.029168.11$391,610.00BUCHANANLINGENBRINK LLC362401-2-007-200435408.210.00304.910.035103.31$1,371,070.001130 ROSEWOOD LANELLC4060-005-018-010737933.90798.25646.760.036488.89$703,320.00LEGENDNOTE:DRAWING FILE No.:ISSUE DATE:DESIGNED BY:BYDATEREVISIONSDRAWN BY:CHECKED BY:PROJECT NAME:OFDRAWING No.:SHEET No.:JOB No.:ALL DIMENSIONSSHOWN IN FEETUNLESS OTHERWISEDESIGNATEDSEDGWICK ROAD (SR 160) AND BETHEL ROADCORRIDOR STUDYCITY OF PORT ORCHARD-JANUARY 2018-0680.028730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMRIGHT OF WAY EXHIBITM. JOHNSON0680.02 ROW-ExhibitRW-1111BETHEL ROADTHREE LANE SECTIONWITH LANDSCAPE STRIPS--SCALE IN FEET0408016MATCH LINE - SEE SHEET RW-10MATCH LINE - SEE SHEET RW-12KEY MAP 4060-005-001-0106SEASWIRL III LLC362401-2-071-2005PENINSULACOMMUNITYFEDERAL CREDIT362401-2-060-2008BONEWELL362401-2-062-2006US POST OFFICEBETHEL ROADLEGENDOWNERPARCEL NO.TOTAL AREA (SF)ROW TAKE (SF)SLOPE EASEMENTTAKE (SF)POTENTIAL FULLROW TAKE (SF)(DUE TO PROXIMITYDAMAGE)REMAINDER (SF)ASSESSED VALUESEASWIRL III LLC4060-005-001-0106142814.821207.101645.150.0139962.58$396,990.00BONEWELL362401-2-060-200822828.21424.08245.300.022158.83$144,550.00US POST OFFICE362401-2-062-2006124089.057438.902755.860.0113894.29$0.00PENINSULACOMMUNITYFEDERAL CREDIT362401-2-071-200517290.591935.62345.090.015009.88$348,810.00NOTE:DRAWING FILE No.:ISSUE DATE:DESIGNED BY:BYDATEREVISIONSDRAWN BY:CHECKED BY:PROJECT NAME:OFDRAWING No.:SHEET No.:JOB No.:ALL DIMENSIONSSHOWN IN FEETUNLESS OTHERWISEDESIGNATEDSEDGWICK ROAD (SR 160) AND BETHEL ROADCORRIDOR STUDYCITY OF PORT ORCHARD-JANUARY 2018-0680.028730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMRIGHT OF WAY EXHIBITM. JOHNSON0680.02 ROW-ExhibitRW-1212BETHEL ROADTHREE LANE SECTIONWITH LANDSCAPE STRIPS--SCALE IN FEET0408016MATCH LINE - SEE SHEET RW-11MATCH LINE - SEE SHEET RW-13KEY MAP 362401-2-049-2004TTKJ LLCBETHEL ROAD362401-2-050-2000ING ING & FOON LLPLEGENDOWNERTAX IDTOTAL AREA (SF)ROW TAKE (SF)SLOPE EASEMENTTAKE (SF)POTENTIAL FULLROW TAKE (SF)(DUE TO PROXIMITYDAMAGE)REMAINDER (SF)ASSESSED VALUETTKJ LLC362401-2-049-200476312.36187.01158.98075966.36$2,290,110.00ING ING & FOON LLP362401-2-050-2000231536.61000231536.61$6,166,310.00NOTE:DRAWING FILE No.:ISSUE DATE:DESIGNED BY:BYDATEREVISIONSDRAWN BY:CHECKED BY:PROJECT NAME:OFDRAWING No.:SHEET No.:JOB No.:ALL DIMENSIONSSHOWN IN FEETUNLESS OTHERWISEDESIGNATEDSEDGWICK ROAD (SR 160) AND BETHEL ROADCORRIDOR STUDYCITY OF PORT ORCHARD-JANUARY 2018-0680.028730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMRIGHT OF WAY EXHIBITM. JOHNSON0680.02 ROW-ExhibitRW-1313BETHEL ROADTHREE LANE SECTIONWITH LANDSCAPE STRIPS--SCALE IN FEET0408016MATCH LINE - SEE SHEET RW-12KEY MAP LEGENDLUNDBERG ROADHAROLD DRIVE4625-000-004-0003KITSAP COUNTYPUBLIC WORKS4625-000-005-0507GOODWIN FAMILYENTERPRISES LLC4625-000-004-0102LUNDBERG362401-3-081-2001MCCANDLESS PORTORCHARD LLC362401-3-083-2009PORT ORCHARDGROUP LLCSE LUND AVENUE012301-2-111-2009BETHEL GRF2 LLC C/O PARADIGM TAX GROUP LLC022301-1-072-2007AUTOZONE INCSE LUND AVENUESEDGWICK ROADOWNERTAX IDTOTAL AREA (SF)ROW TAKE (SF)SLOPE EASEMENTTAKE (SF)POTENTIAL FULLROW TAKE (SF)(DUE TO PROXIMITYDAMAGE)REMAINDER (SF)ASSESSED VALUEAUTOZONE INC022301-1-072-200748046.162584.300.000.045461.87$1,020,870.00MCCANDLESS PORTORCHARD LLC362401-3-081-200186532.51753.250.000.085779.26$3,278,010.00PORT ORCHARDGROUP LLC362401-3-083-20093053.22917.230.000.02135.99$0.00NOTE:DRAWING FILE No.:ISSUE DATE:DESIGNED BY:BYDATEREVISIONSDRAWN BY:CHECKED BY:PROJECT NAME:OFDRAWING No.:SHEET No.:JOB No.:ALL DIMENSIONSSHOWN IN FEETUNLESS OTHERWISEDESIGNATEDSEDGWICK ROAD (SR 160) AND BETHEL ROADCORRIDOR STUDYCITY OF PORT ORCHARD-JANUARY 2018-0680.028730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMRIGHT OF WAY EXHIBITM. JOHNSON0680.02 ROW-ExhibitRW-1414BETHEL ROADTHREE LANE SECTIONWITH LANDSCAPE STRIPS--SCALE IN FEET0408016MATCH LINE - SEE SHEET RW-9MATCH LINE - SEE SHEET RW-8MATCH LINE - SEE SHEET RW-8MATCH LINE - SEE SHEET RW - 1KEY MAP OWNERTAX IDTOTAL AREA (SF)ROW TAKE (SF)SLOPE EASEMENT TAKE (SF)POTENTIAL FULL ROW TAKE (SF)(DUE TO PROXIMITY DAMAGE)REMAINDER (SF)ASSESSED VALUETOM & LAURIE LLC022301-4-039-20031084646815.081,7478199820.67$545,440.00EDWARDS WILLIAMS & CARLENE022301-4-102-20053485402.46402312649.08$14,730.00EDWARDS WILLIAMS & CARLENE022301-4-036-2006474801278.181,27874544178.64$156,830.00RYAN DONALD M022301-4-056-200119602435.5543649918231.90$95,270.00PIPERBERRY LLC022301-4-074-200910193041.8542530101316.30$2,579,420.00TANNER RUSSELL022301-4-042-2008252651464.241,4645022286.52$110,870.00PAYNE DEBRA JO022301-4-048-20022352200023522.00$87,650.00HALL LOUISE E022301-4-085-2006744882986.332,98632368192.34$214,480.00NABOR EVANGELINE5496-000-009-00017405421.454211636399.10$331,710.00CITY OF PORT ORCHARD5496-000-032-00021437543.6744014287.66$0.00KVINSLAND ERIC R022301-4-106-20013310600033106.00$157,150.00WILLYARD BRIAN C022301-4-071-20023267000032670.00$174,880.00WILLYARD BRIAN C022301-4-040-20007666600076666.00$1,529,820.00022301-4-039-2003TOM & LAURIE LLC022301-4-039-2006EDWARDS WILLIAM & CARLENE022301-4-056-2001RYAN DONALD M022301-4-074-2009PIPERBERRY LLC022301-4-042-2008TANNER RUSSELL022301-4-048-2002PAYNE DEBRA JO022301-4-085-2006HALL LOUISE E5496-000-009-0001NABOR EVANGELINE5496-000-032-0002CITY OF PORT ORCHARD022301-4-106-2001KVINSLAND ERIC R022301-4-071-2002WILLYARD BRIAN C022301-4-071-2002WILLYARD BRIAN CLEGENDNOTE:DRAWING FILE No.:ISSUE DATE:DESIGNED BY:BYDATEREVISIONSDRAWN BY:CHECKED BY:PROJECT NAME:OFDRAWING No.:SHEET No.:JOB No.:ALL DIMENSIONSSHOWN IN FEETUNLESS OTHERWISEDESIGNATEDSEDGWICK ROAD (SR 160) AND BETHEL ROADCORRIDOR STUDYCITY OF PORT ORCHARD-JANUARY 2018-0680.028730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMRIGHT OF WAY EXHIBITM. JOHNSON0680.02 ROW-ExhibitRW-1515BETHEL ROADTHREE LANE SECTIONWITH LANDSCAPE STRIPS--SCALE IN FEET0408016MATCH LINE - SEE SHEET RW-16MATCH LINE - SEE SHEET RW-3KEY MAP022301-4-102-2005EDWARDS WILLIAM & CARLENESEDGWICK RDKODA CIR SERAMSEY RDBLUEBERRY RD OWNERTAX IDTOTAL AREA (SF)ROW TAKE (SF)SLOPE EASEMENT TAKE (SF)POTENTIAL FULL ROW TAKE (SF)(DUE TO PROXIMITY DAMAGE)REMAINDER (SF)ASSESSED VALUEMCCARY JAMES C & DONNA M022301-4-043-2007666476242.916,243054161.18$102,010.00SMITH PAZ022301-4-025-2009198198000198198.00$297,630.00BICKLE CAROLYN M022301-4-050-20077318100073181.00$93,350.00CRYDER HELEN J022301-4-020-20046969600069696.00$89,800.00CRYDER HELEN J022301-4-017-2009104542416.522,41705620.96$123,000.00THOMAS LARRY L & KAREN A022301-4-060-2005287508009.368,00914412587.28$170,770.00CORDOVA RICHARD L JR & MCKAY MICHELLE L022301-4-101-200627878005327825.00$285,300.00CROUCH PATRICK D022301-4-021-2003348486421.696,4222121983.62$168,200.00CRYDER HELEN J022301-4-017-20091045400010454.00$123,000.00SMITH DOUGLAS DC022301-4-022-20021698800016988.00$138,150.00ANDASIO VILLAGE HOMEOWNERS ASSOC5635-000-067-0002958300179566.00$0.00022301-4-048-2002MCCARY JAMES C & DONNA M022301-4-025-2009SMITH PAZ022301-4-050-2007BICKLE CAROLYN M022301-4-021-2003CROUCH PATRICK D5635-000-067-0002ANDASIO VILLAGEHOMEOWNERS ASSOCBLUEBERRY RDLEGENDNOTE:022301-4-050-2007BICKLE CAROLYN M022301-4-060-2005THOMAS LARRY L & KAREN A022301-4-101-2006CORDOVA RICHARD L JR &MCKAY MICHELLE L022301-4-017-2009CRYDER HELEN J022301-4-021-2003CROUCH PATRICK DSALMONBERRY RDDRAWING FILE No.:ISSUE DATE:DESIGNED BY:BYDATEREVISIONSDRAWN BY:CHECKED BY:PROJECT NAME:OFDRAWING No.:SHEET No.:JOB No.:ALL DIMENSIONSSHOWN IN FEETUNLESS OTHERWISEDESIGNATEDSEDGWICK ROAD (SR 160) AND BETHEL ROADCORRIDOR STUDYCITY OF PORT ORCHARD-JANUARY 2018-0680.028730 TALLON LANE NE, SUITE 200, LACEY, WASHINGTON 98516P: 360-352-1465 F: 360-352-1509SCJALLIANCE.COMRIGHT OF WAY EXHIBITM. JOHNSON0680.02 ROW-ExhibitRW-1616BETHEL ROADTHREE LANE SECTIONWITH LANDSCAPE STRIPS--SCALE IN FEET0408016MATCH LINE - SEE SHEET RW-15KEY MAPMATCH LINE - SEE SHEET ABOVEMATCH LINE - SEE SHEET BELOWRAMSEY RDRAMSEY RD Bethel/Sedgwick Sensitivity Analysis PM Peak Hour Existing Background Annual Build Alt A Intersection 2017 Growth 2040 Volumes Growth Volumes Volumes L 0 56 2 56 EB T 0 10 0 10 R 0 151 7 151 1 L 77 182 8 259 Lincoln Ave WB T 0 11 0 11 Bethel Rd R 34 4 0 38 L 0 170 7 170 NB T 458 92 4 550 R 5 -3 0 2 L 31 -20 -1 11 SB T 529 130 6 659 R 0 63 3 63 1,134 846 37 1,980 L 305 -67 -3 238 EB T 645 155 7 800 R 245 237 10 482 2 L 125 29 1 154 Lund Ave WB T 320 237 10 557 Bethel Rd R 85 32 1 117 U 0 16 1 16 L 250 146 6 396 NB T 295 373 16 668 R 130 127 6 257 L 120 25 1 145 SB T 390 346 15 736 R 225 46 2 271 3,135 1,702 74 4,599 L 0 0 0 0 EB T 0 0 0 0 R 0 0 0 0 3 L 109 31 1 140 WalMart Driveway WB T 0 0 0 0 Bethel Rd R 219 -53 -2 166 L 0 0 0 0 NB T 558 668 29 1,226 R 96 -22 -1 74 L 145 20 1 165 SB T 622 608 26 1,230 R 0 0 0 0 1,749 1,252 54 3,001 Movement Bethel/Sedgwick Sensitivity Analysis PM Peak Hour Existing Background Annual Build Alt A Intersection 2017 Growth 2040 Volumes Growth Volumes Volumes Movement L 6 281 12 287 EB T 1 30 1 31 R 8 2 0 10 4 L 35 178 8 213 Salmonberry Rd WB T 6 12 1 18 Bethel Rd R 62 14 1 76 L 4 1 0 5 NB T 598 265 12 863 R 77 61 3 138 U 0 25 1 25 L 39 181 8 220 SB T 710 206 9 916 R 20 216 9 236 1,566 1,472 64 2,751 L 50 22 1 72 EB T 0 0 0 0 R 10 4 0 14 5 L 0 0 0 0 Blueberry WB T 0 0 0 0 Bethel Rd R 0 0 0 0 L 5 17 1 22 NB T 630 401 17 1,031 R 0 0 0 0 L 0 0 0 0 SB T 705 483 21 1,188 R 48 -22 -1 26 1,448 905 39 2,353 L 290 225 10 515 EB T 670 188 8 858 R 160 146 6 306 6 L 75 23 1 98 Sedgwick Rd WB T 385 38 2 423 Bethel Rd R 70 97 4 167 L 185 99 4 284 NB T 275 187 8 462 R 110 -2 0 108 U 0 15 1 15 L 200 79 3 279 SB T 290 239 10 529 R 225 186 8 411 2,935 1,520 66 3,940 Bethel/Sedgwick Sensitivity Analysis PM Peak Hour Existing Background Annual Build Alt A Intersection 2017 Growth 2040 Volumes Growth Volumes Volumes Movement L 20 200 9 220 EB T 1,100 185 8 1,285 R 0 0 0 0 7 L 1 114 5 115 Sedgwick Rd WB T 775 125 5 900 NW Connector R 10 8 0 18 L 5 182 8 187 NB T 0 8 0 8 R 5 303 13 308 L 25 -2 0 23 SB T 0 11 0 11 R 5 63 3 68 1,946 1,197 52 3,143 L 0 0 0 0 EB T 1,110 338 15 1,448 R 40 111 5 151 8 L 25 110 5 135 Sedgwick Rd WB T 800 316 14 1,116 Bravo Terrace R 0 0 0 0 L 25 57 2 82 NB T 0 0 0 0 R 25 64 3 89 L 0 0 0 0 SB T 0 0 0 0 R 0 0 0 0 2,025 996 43 3,021 Eastbound =BEastbound =BWestbound =CWestbound =EWestbound =BWestbound =BNorthbound =ANorthbound =ANorthbound =ANorthbound =ASouthbound =ASouthbound =ASouthbound =ASouthbound =BIntersection Avg =AIntersection Avg =AIntersection Avg =AIntersection Avg =BEastbound =0.25Eastbound =0.41Westbound =0.22Westbound =0.75Westbound =0.32Westbound =0.43Northbound =0.00Northbound =0.00Northbound =0.50Northbound =0.57Southbound =0.03Southbound =0.02Southbound =0.66Southbound =0.77Eastbound =11.0Eastbound =13.3Westbound =17.9Westbound =45.6Westbound =12.6Westbound =14.6Northbound =0.0Northbound =0.0Northbound =5.5Northbound =5.9Southbound =8.5Southbound =8.8Southbound =7.9Southbound =11.5Intersection Avg =1.8Intersection Avg =7.0Intersection Avg =8.0Intersection Avg =10.1Eastbound =45(1.8 vehicles) Eastbound =80(3.2 vehicles)Westbound =75(3.0 vehicles)Westbound =460(18.4 vehicles)Westbound =50(2.0 vehicles) Westbound =80(3.2 vehicles)Northbound =5(0.2 vehicles) Northbound =5(0.2 vehicles) Northbound =105(4.2 vehicles) Northbound =135(5.4 vehicles)Southbound =35(1.4 vehicles) Southbound =25(1.0 vehicles) Southbound =165(6.6 vehicles) Southbound =260(10.4 vehicles)*Analysis assumes one‐way NB Mitchel Rd conversionIntersection Queue (ft)Level of Service (LOS)Degree of Saturation (v/c)Intersection Delay (sec)Lincoln Avenue at Bethel Road2017 Existing Configuration2034 Existing Configuration ‐ Does not meet LOS standards2034 Configuration 3 ‐ Single Lane Roundabout 2040 Configuration 3 ‐ Single Lane RoundaboutTotal Entering Volume: 1,135 Total Entering Volume: 1,760 Total Entering Volume: 1,760 Total Entering Volume: 1,980 Eastbound =CEastbound =EEastbound =BWestbound =DWestbound =DWestbound =CNorthbound =CNorthbound =DNorthbound =BSouthbound =DSouthbound =ESouthbound =AIntersection Avg =CIntersection Avg =EIntersection Avg =BEastbound =0.74Eastbound =0.91Eastbound =0.63Westbound =0.64Westbound =0.75Westbound =0.79Northbound =0.45Northbound =0.69Northbound =0.82Southbound =0.76Southbound =1.04Southbound =0.67Eastbound =33.1Eastbound =59.2Eastbound =10.0Westbound =35.2Westbound =50.4Westbound =21.4Northbound =31.7Northbound =48.7Northbound =10.8Southbound =35.5Southbound =67.9Southbound =9.1Intersection Avg =33.7Intersection Avg =56.9Intersection Avg =12.1Eastbound =295(11.8 vehicles) Eastbound =560(22.4 vehicles) Eastbound =150(6.0 vehicles)Westbound =150(6.0 vehicles) Westbound =370(14.8 vehicles) Westbound =210(8.4 vehicles)Northbound =485(19.4 vehicles)Northbound =1150(46.0 vehicles)Northbound =215(8.6 vehicles)Southbound =640(25.6 vehicles)Southbound =4380(175.2 vehicles)Southbound =155(6.2 vehicles)Intersection Queue (ft)Level of Service (LOS)Degree of Saturation (v/c)Intersection Delay (sec)Lund Avenue at Bethel Road2017 Existing Configuration 12031 Existing Configuration 1‐ Does not meet LOS standardsTotal Entering Volume: 4,6002040 Configuration 2 ‐ Multi‐lane RoundaboutTotal Entering Volume: 3,135 Total Entering Volume: 3,905 Eastbound =CEastbound =BEastbound =BWestbound =CWestbound =DWestbound =DWestbound =BWestbound =BWestbound =BNorthbound =BNorthbound =CNorthbound =DNorthbound =ANorthbound =ANorthbound =ASouthbound =ASouthbound =CSouthbound =CSouthbound =ASouthbound =ASouthbound =AIntersection Avg =BIntersection Avg =CIntersection Avg =CIntersection Avg =AIntersection Avg =AIntersection Avg =AEastbound =0.45Eastbound =0.30Eastbound =0.34Westbound =0.78Westbound =0.69Westbound =0.83Westbound =0.54Westbound =0.59Westbound =0.60Northbound =0.62Northbound =0.96Northbound =1.00Northbound =0.66Northbound =0.71Northbound =0.67Southbound =0.53Southbound =0.89Southbound =0.86Southbound =0.71Southbound =0.76Southbound =0.82 Eastbound =34.4Eastbound =12.7Eastbound =14.7Westbound =23.6Westbound =44.3Westbound =43.9Westbound =13.7Westbound =15.4Westbound =15.9Northbound =11.4Northbound =31.0Northbound =38.3Northbound =5.5Northbound =6.4Northbound =5.3Southbound =6.5Southbound =25.8Southbound =20.8Southbound =6.1Southbound =5.6Southbound =6.3Intersection Avg =11.5Intersection Avg =30.5Intersection Avg =30.8Intersection Avg =6.9Intersection Avg =7.3Intersection Avg =6.8Eastbound =115(4.6 vehicles)Eastbound =40(1.6 vehicles) Eastbound =50(2.0 vehicles)Westbound =105(4.2 vehicles) Westbound =180(7.2 vehicles) Westbound =140(5.6 vehicles) Westbound =90(3.6 vehicles) Westbound =100(4.0 vehicles) Westbound =105(4.2 vehicles)Northbound =225(9.0 vehicles)Northbound =1810(72.4 vehicles) Northbound =1880(75.2 vehicles)Northbound =160(6.4 vehicles) Northbound =190(7.6 vehicles) Northbound =175(7.0 vehicles)Southbound =180(7.2 vehicles) Southbound =500(20.0 vehicles)Southbound =1010(40.4 vehicles)Southbound =190(7.6 vehicles) Southbound =235(9.4 vehicles) Southbound =275(11.0 vehicles)Intersection Queue (ft)Level of Service (LOS)Degree of Saturation (v/c)Intersection Delay (sec)WalMart Driveway at Bethel Road2017 Existing Configuration 12037 Existing Configuration 1‐ Does not meet Queue Standards2037 Configuration 3 ‐ Multi‐lane Roundabout with ConnectorTotal Entering Volume: 3,0002040 Configuration 4 ‐ Multi‐lane Roundabout without Connector2040 Configuration 3 ‐ Multi‐lane Roundabout with ConnectorTotal Entering Volume: 1,750Total Entering Volume: 2,840 Total Entering Volume: 2,840 Total Entering Volume: 3,0002036 Configuration 2 ‐ Construction of ConnectorTotal Entering Volume: 2,785 Eastbound =DEastbound =BEastbound =DEastbound =CEastbound =FEastbound =FWestbound =EWestbound =AWestbound =BWestbound =BWestbound =CWestbound =CNorthbound =ANorthbound =ANorthbound =BNorthbound =BNorthbound =DNorthbound =BSouthbound =ASouthbound =ASouthbound =CSouthbound =ASouthbound =ASouthbound =AIntersection Avg =AIntersection Avg =AIntersection Avg =CIntersection Avg =BIntersection Avg =CIntersection Avg =BEastbound =0.11Eastbound =0.04Eastbound =0.66Eastbound =0.55Eastbound =0.91Eastbound =1.03Westbound =0.58Westbound =0.16Westbound =0.50Westbound =0.50Westbound =0.66Westbound =0.65Northbound =0.01Northbound =0.64Northbound =0.88Northbound =0.88Northbound =1.01Northbound =0.73Southbound =0.05Southbound =0.50Southbound =1.01Southbound =0.73Southbound =0.80Southbound =0.79 Eastbound =34.4Eastbound =9.1Eastbound =36.5Eastbound =29.7Eastbound =84.8Eastbound =86.8Westbound =48.8Westbound =9.8Westbound =18.7Westbound =18.7Westbound =29.1Westbound =20.3Northbound =9.2Northbound =6.0Northbound =14.1Northbound =14.2Northbound =36.0Northbound =10.0Southbound =9.2Southbound =6.1Southbound =24.5Southbound =5.8Southbound =6.7Southbound =8.2Intersection Avg =3.8Intersection Avg =6.4Intersection Avg =21.2Intersection Avg =12.0Intersection Avg =26.4Intersection Avg =18.4Eastbound =10(0.4 vehicles) Eastbound =5(0.2 vehicles) Eastbound =175(7.0 vehicles) Eastbound =135(5.3 vehicles) Eastbound =390(15.4 vehicles) Eastbound =490(19.5 vehicles)Westbound =80(3.1 vehicles) Westbound =25(1.0 vehicles) Westbound =115(4.5 vehicles) Westbound =115(4.5 vehicles) Westbound =185(7.2 vehicles) Westbound =130(5.2 vehicles)Northbound =0Northbound =140(5.6 vehicles) Northbound =430(16.8 vehicles) Northbound =430(16.8 vehicles)Northbound =885(34.8 vehicles)Northbound =240(9.6 vehicles)Southbound =0Southbound =105(4.1 vehicles)Southbound =1105(43.4 vehicles)Southbound =220(8.6 vehicles) Southbound =290(11.4 vehicles) Southbound =290(11.5 vehicles)*Meets Peak Hour Signal WarrantsIntersection Queue (ft)Level of Service (LOS)Degree of Saturation (v/c)Intersection Delay (sec)Salmonberry Road at Bethel Road2017 Existing Configuration 1 2017 Configuration 1 ‐ Single Lane Roundabout2031 Configuration 1 ‐ Does not meet LOS standards2031 Configuration 2 ‐ SB right turn lane2035 Configuration 2 ‐ Does not meet LOS standards2040 Configuration 3 ‐ 2nd NB and SB through laneTotal Entering Volume: 1,565 Total Entering Volume: 1,565 Total Entering Volume: 2,285 Total Entering Volume: 2,285 Total Entering Volume: 2,490 Total Entering Volume: 2,750 103 (EB) 1,448 TRAFFIC SIGNAL WARRANT ANALYSIS Salmonberry Road at Bethel Road Existing Volumes (2017) A preliminary traffic signal warrant was prepared for the Salmonberry Road and Bethel Road intersection using existing volumes. The analysis was based on criteria identified in the FHWA Manual on Uniform Traffic Control Devices (MUTCD) which states: Warrant 3 –Peak Hour Vehicular Volume “The Peak Hour signal warrant is intended for use at a location where traffic conditions are such that for a minimum of 1 hour of an average day,the minor-street traffic suffers undue delay when entering or crossing the major street.” Using the existing 2017 PM peak hour volumes at the intersection of Salmonberry Road and Bethel Road, Warrant 3 is nearly met based upon the criteria in Table 4C-3. It is expected that within a year or two, the intersection of Salmonberry Road and Bethel Road will satisfy Warrant 3. Eastbound =EEastbound =FEastbound =FEastbound =BEastbound =CEastbound =CNorthbound =ANorthbound =ANorthbound =BNorthbound =ANorthbound =ANorthbound =ASouthbound =ASouthbound =ASouthbound =ASouthbound =ASouthbound =ASouthbound =AIntersection Avg =AIntersection Avg =AIntersection Avg =AIntersection Avg =AIntersection Avg =AIntersection Avg =AEastbound =0.46Eastbound =0.49Eastbound =1.02Eastbound =0.12Eastbound =0.25Eastbound =0.76Northbound =0.01Northbound =0.01Northbound =0.02Northbound =0.68Northbound =0.83Northbound =0.66Southbound =0.00Southbound =0.00Southbound =0.00Southbound =0.76Southbound =0.91Southbound =0.79Eastbound =49.9Eastbound =54.6Eastbound =205.4Eastbound =15.7Eastbound =21.0Eastbound =28.0Northbound =9.6Northbound =9.6Northbound =10.6Northbound =4.8Northbound =5.3Northbound =3.1Southbound =0.0Southbound =0.0Southbound =0.0Southbound =4.2Southbound =4.7Southbound =4.3Intersection Avg =2.1Intersection Avg =2.3Intersection Avg =7.9Intersection Avg =4.9Intersection Avg =5.6Intersection Avg =4.7Eastbound =70(2.8 vehicles) Eastbound =65(2.6 vehicles) Eastbound =85(3.4 vehicles) Eastbound =20(0.8 vehicles) Eastbound =45(7.0 vehicles) Eastbound =75(3.0 vehicles)Northbound =30(1.2 vehicles) Northbound =95(3.8 vehicles) Northbound =105(4.2 vehicles) Northbound =205(8.2 vehicles) Northbound =385(15.4 vehicles) Northbound =265(10.6 vehicles)Southbound =45(1.8 vehicles) Southbound =0(0.0 vehicles) Southbound =5(0.2 vehicles) Southbound =290(11.6 vehicles) Southbound =855(34.2 vehicles) Southbound =270(10.8 vehicles)2040 Configuration 2 ‐ Traffic SignalTotal Entering Volume: 2,355Blueberry Road at Bethel Road2027 Existing Configuration ‐ V/C over 1.0Total Entering Volume: 1,840Total Entering Volume: 1,450 Total Entering Volume: 1,485Total Entering Volume: 1,485 Total Entering Volume: 2,3552017 Existing Configuration 2018 Existing Configuration ‐ LOS F 2018 Configuration 1 ‐ Single Lane Roundabout 2040 Configuration 1 ‐ Single Lane RoundaboutIntersection Queue (ft)Level of Service (LOS)Degree of Saturation (v/c)Intersection Delay (sec) Eastbound =D Eastbound =D Eastbound =E Eastbound =D Eastbound =D Eastbound =A Eastbound =B Westbound =D Westbound =D Westbound =E Westbound =D Westbound =D Westbound =B Westbound =B Northbound =D Northbound =D Northbound =E Northbound =E Northbound =F Northbound =B Northbound =C Southbound =D Southbound =D Southbound =E Southbound =C Southbound =D Southbound =A Southbound =B Intersection Avg =D Intersection Avg =D Intersection Avg =E Intersection Avg =D Intersection Avg =D Intersection Avg =B Intersection Avg =B Eastbound =0.93 Eastbound =0.93 Eastbound =0.98 Eastbound =0.63 Eastbound =0.70 Eastbound =0.61 Eastbound =0.78 Westbound =0.81 Westbound =0.88 Westbound =0.90 Westbound =0.82 Westbound =0.83 Westbound =0.48 Westbound =0.64 Northbound =0.85 Northbound =0.87 Northbound =0.89 Northbound =0.91 Northbound =1.02 Northbound =0.70 Northbound =0.97 Southbound =0.71 Southbound =0.77 Southbound =0.91 Southbound =0.68 Southbound =0.82 Southbound =0.63 Southbound =0.79 Eastbound =46.9 Eastbound =44.0 Eastbound =55.6 Eastbound =35.3 Eastbound =44.0 Eastbound =9.0 Eastbound =11.5 Westbound =45.4 Westbound =54.7 Westbound =56.1 Westbound =49.4 Westbound =49.9 Westbound =11.0 Westbound =16..6 Northbound =51.4 Northbound =54.6 Northbound =63.8 Northbound =62.2 Northbound =90.6 Northbound =13.9 Northbound =30.7 Southbound =37.1 Southbound =42.6 Southbound =56.5 Southbound =34.4 Southbound =40.4 Southbound =9.9 Southbound =12.7 Intersection Avg =45.4 Intersection Avg =47.6 Intersection Avg =57.5 Intersection Avg =42.5 Intersection Avg =53.3 Intersection Avg =10.5 Intersection Avg =16.3 Eastbound =2735 (109.4 vehicles)Eastbound =4015 (160.6 vehicles)Eastbound =5755 (230.2 vehicles)Eastbound =300 (12.0 vehicles)Eastbound =425 (17.0 vehicles)Eastbound =125 (5.0 vehicles)Eastbound =215 (8.6 vehicles) Westbound =465 (18.6 vehicles)Westbound =770 (30.8 vehicles)Westbound =1095 (43.8 vehicles)Westbound =200 (8.0 vehicles)Westbound =230 (9.2 vehicles)Westbound =85 (3.4 vehicles)Westbound =145 (5.8 vehicles) Northbound =320 (12.8 vehicles)Northbound =405 (16.2 vehicles)Northbound =410 (16.4 vehicles)Northbound =520 (20.8 vehicles)Northbound =1875 (75.0 vehicles)Northbound =135 (5.4 vehicles)Northbound =355 (14.2 vehicles) Southbound =525 (21.0 vehicles)Southbound =1740 (69.6 vehicles)Southbound =3670 (146.8 vehicles)Southbound =495 (19.8 vehicles)Southbound =1770 (70.8 vehicles)Southbound =120 (4.8 vehicles)Southbound =210 (8.4 vehicles) 2031 Configuration 1 - Traffic Signal with Sedgwick Widened: Does not meet queue standards 2031 Configuration 2 - Two-Lane RAB 2040 Configuration 2 - Two-Lane RAB Total Entering Volume: 2,935 Total Entering Volume: 3,040 Total Entering Volume: 3,040 Total Entering Volume: 3,435 Total Entering Volume: 3,435 Total Entering Volume: 3,940 2020 Existing Configuration - Traffic Signal: EB queue reaches interchange Total Entering Volume: 2,815 Intersection Queue (ft) Level of Service (LOS) Degree of Saturation (v/c) Intersection Delay (sec) Sedgwick Road at Bethel Road 2017 Existing Configuration - Traffic Signal 2024 Existing Configuration - Traffic Signal: Does not meet LOS standards 2024 Configuration 1 - Traffic Signal with Sedgwick Widened Roundabout Operations Analysis Summary SEDGWICK ROAD Sedgwick (SR 160) and Bravo Terrace V/C Ratio Delay (sec) LOS V/C Ratio Delay (sec) LOS L 1 T 1508 R 157 L 141 T 1163 R 1 L 85 T 1 R 93 L 1 T 1 R 1 Intersection 95.4 F 5.5 A Sedgwick (SR 160) and New Connector V/C Ratio Delay (sec) LOS V/C Ratio Delay (sec) LOS L 232 T 1353 R 1 L 121 T 947 R 19 L 197 T 8 R 324 L 24 T 12 R 72 Intersection 145.4 F 8.8 A Sedgwick (SR 160) and Bethel Road V/C Ratio Delay (sec) LOS V/C Ratio Delay (sec) LOS L 542 T 903 R 322 L 103 T 445 R 176 L 299 T 486 R 114 L 309 T 557 R 433 Intersection 16.3 B EB WB NB SB 10.3 B Single-lane Roundabout Two-lane Roundabout 166.1 F 15.3 B 0.59 8.5 A 2040 Forecasted Volume 3,153 2040 Forecasted Volume Single-lane Roundabout Two-lane Roundabout 0.45 22.3 C 25.1 C 5.2 A 5.1 A A WB 21.9 C 7.1 A 0.57 0.48 EB 139.9 F 5.9 Two-lane Roundabout EB C SB 16.4 B 8.2 A 0.87 0.16 NB 441.8 F 21.0 11.5 B WB 16.6 B C SB 12.7 B NB 30.7 0.31 4,690 1.35 1.01 0.50 0.01 3,310 2040 Forecasted Volume Single-lane Roundabout 0.28 0.00 1.29 0.97 1.90 0.78 0.64 0.97 0.79 TECHNICAL MEMORANDUM 25 N Wenatchee Ave, Suite 238  Wenatchee, WA 98801  Office 509.886.3265  www.scjalliance .com TO: City of Port Orchard FROM: Whitney Holm, PE DATE: October 10, 2018 SUBJECT: Sedgwick and Bethel Stormwater Concept Plan 1. PROJECT OVERVIEW 1.1 Introduction The City of Port Orchard is proposing major corridor improvements along Bethel Road, between Sedgwick Road (SR 160) and Mile Hill Drive (SR 166), and Sedgwick Road, between SR 16 and Bethel Road. The improvements include roundabouts, roadway widening, nonmotorized facilities, and stormwater facilities. The improvements stretch for roughly 3 miles. This memorandum summarizes the hydraulic features required to treat, store, and discharge stormwater associated with the proposed roadway improvements. While construction is expected to be phased over time, this analysis considered the full build-out. Eight basins were identified for the project area. A basin map is attached. 1.2 Design Criteria All stormwater improvements proposed have been designed per the Port Orchard Municipal Code Section 20.150 (POMC). Port Orchard has adopted the 2012 Edition (as amended in December 2014) of the Washington State Department of Ecology Stormwater Manual for Western Washington (SWMMWW), and the 2012 Edition of the Puget Sound Partnership Low Impact Development Technical Guidance Manual for Puget Sound. Western Washington Hydrology Model 2012 (WWHM) was used to model the ponds. 2. STORMWATER MANAGEMENT 2.1 Overview For the preliminary design, it was assumed the runoff from the roadway would sheet into bioretention swales abutting the roadway on both sides. There will be curb cuts every 30 feet to allow the runoff to enter the bioretention swale. The stormwater will be treated through the bioretention swale and then be conveyed by pipes and catch basins to an infiltration pond. The ponds have been designed to either release at the predeveloped rate, per the SWMMWW, or infiltrate 100% of stormwater. October 10, 2018 Page 2 of 3 2.2 Modeling The project is broken up into eight basins. Each basin has been designed to flow to an infiltration pond. Basins 2 and 3 as well as Basins 6 and 7 share a pond. The basins were determined by analyzing the contours of the area. For the predeveloped scenario the land cover was modeled 100% as forested. The developed impervious area was determined by using Googlemap images dating back to 1990. The developed scenario was modeled using the proposed impervious area from the roadway project as well as all the impervious areas that existed prior to 1990. The rest of the area was assumed to be forested. Any post-1990 development was most likely required to be managed and discharged at predeveloped rates. Table 1. Drainage Basin Areas Areas Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8 Impervious (ac) 52 7 3 88 39 15 5 104 Pervious (ac) 179 72 49 80 71 82 63 158 Total (ac) 231 79 52 168 110 97 68 262 2.3 Soils USDA Soil Survey was used to evaluate the soils in the pond areas. Types A, B, and C were found. See Table 2 for each pond’s soil type. Additional soil testing will be required during the design phase. We assumed an infiltration rate based off the USDA Soil Survey information and assumed that groundwater was not an issue. 2.4 Ponds An infiltration rate of two inches per hour was assumed for all the ponds. They were designed with seven feet of depth, which includes one foot of freeboard and three-to-one slopes on all the pond sides. WWHM was used to model the ponds per SWMMWW requirements. All the ponds, except Pond D, are designed to release the runoff at the predeveloped rate. It was assumed that all the ponds will discharge into Blackjack Creek. For Pond D, which does not have easy access to Blackjack Creek, 100% infiltration was assumed. Table 2. Pond Areas Pond Pond A Pond B Pond C Pond D Pond E Pond F Basin 5 4 2 & 3 1 6 & 7 8 Soil C C A/B A/B A/B A/B Infiltrative area 250,000 sf 200,000 sf 100,000 sf 122,500 sf 38,800 sf 250,000 sf For the concept plan we identified possible locations for each pond, however they are subject to change. For this phase of the project we just found undeveloped parcels that could potentially be used. In the design phase for each segment we recommend reevaluating the pond locations. October 10, 2018 Page 3 of 3 3. MINIMUM REQUIREMENTS Per the POMC, the improvements must meet all nine minimum requirements. Minimum Requirement #1 – Plans and Reports – This drainage memo and associated plans serve as the stormwater site plan. A full drainage report will be completed with each phase submittal. Minimum Requirement #2 – Construction Stormwater Pollution Prevention Plans (SWPPP) – An SWPPP will be completed with each phase submittal. Minimum Requirement #3 – Source Control of Pollution – The intent of source control is to prevent pollutants from coming into contact and mixing with stormwater. Source control is not anticipated to be needed after the project has been completed. However, during the construction phase of the project, source control BMPs shall be onsite at all times in the event of a spill or other hazardous situation. Minimum Requirement #4 – Preservation of Natural Drainage Systems and Outfalls – Natural drainage patterns are maintained, and discharge is designed to match historic rates. There will be no negative impacts on downstream areas. Minimum Requirement #5 – Onsite Stormwater Management: See Section 2.1 of this memo. Minimum Requirement #6 – Runoff Treatment – Runoff treatment will be provided using bioretention swales abutting the roadway. Due to the high annual average daily traffic of over 15,000, enhanced treatment will most likely be required. Bioretention facilities are categorized as enhanced treatment. The bioretention swales have been designed with a perforated pipe below the amended soils to help disperse the stormwater once it is in the swale. Minimum Requirement #7 – Flow Control – Ponds and bioretention facilities will be used for flow control. All the ponds except for Pond D will release the runoff at the predeveloped condition durations for the range of predeveloped discharge rates from 50% of the two-year peak flow up to the full 50-year peak flow. Pond D was sized to infiltrate 100% of the runoff. Minimum Requirement #8 – Wetlands Protection – Surface water runoff will be collected, treated, and conveyed to the detention pond. It will then be released at historic rates prior to reaching the wetland. Minimum Requirement #9 – Operation and Maintenance – An operation and maintenance manual will be completed in final design for each phase and will be in accordance with POMC 20.150.260. 4. CONCLUSION The stormwater for this project was designed to be compliant with the current manuals. Depending on when each phase goes to further design for permit, revising the model and design may be required if the manuals are no longer current. When each phase goes to the next design level, additional studies and modeling will need to be done. Verifying the pond location, infiltration rates at specific depths, groundwater level and grades will all be critical for the final design. $6,247,194 UTILITY RELOCATION/UNDERGROUNDING (2%)$124,944 $1,561,799 $7,933,937 $793,394 $1,190,091 $1,868,973 $186,897 $2,055,870 $11,973,291 $8,734,953 UTILITY RELOCATION/UNDERGROUNDING (2%)$174,699 $2,183,738 $11,093,390 $1,109,339 $1,664,009 $2,547,350 $254,735 $2,802,085 $16,668,822 $3,326,517 UTILITY RELOCATION/UNDERGROUNDING (2%)$66,530 $831,629 $4,224,677 $422,468 $633,701 $492,017 $49,202 $541,218 $5,822,064 $4,852,783 UTILITY RELOCATION/UNDERGROUNDING (2%)$97,056 $1,213,196 $6,163,034 $616,303 $924,455 $946,553 $94,655 $1,041,209 $8,745,001 $5,671,267 UTILITY RELOCATION/UNDERGROUNDING (2%)$113,425 $1,417,817 $7,202,509 $720,251 $1,080,376 $1,392,984 $139,298 $1,532,283 $10,535,419 $53,744,598 ASSUMPTIONS: 1 Roadway excavation includes 0.5 foot grind of existing HMA and using 3 to 1 side slopes to match existing grade using Google Earth contours 2 New pavement section consist of 6" of HMA and 8" of CSBC 3 Curb cuts every 30' for stormwater to access bioretention swale 4 Stormwater is treated using bio-retention swale and infiltrated in the ponds 5 Unit prices are based on the project being developed in multiple stages with less quantity which increases bid prices 6 Cost of the project is in todays dollars and does not include inflation 7 Illumination system assumed to be continuous thru the corridor 8 Pedestrian signal systems applied to each leg of a roundabout that has at least one multi-lane approach 9 No recycling of existing asphalt roadway which would reduce roadway section cost 10 Right-of-way takes are assessed at 2018 rates with no inflation applied. 11 Right-of-way acquisition negotiations and fees are assumed to be 40%. 12 Slope easement does not have a percent multiplier. 13 Utility relocation/undergrounding costs are assumed to be 2% of the total construction cost CONTINGENCY (10%) TOTAL RIGHT-OF-WAY COST TOTAL PHASE 5 COST SUBTOTAL CONSTRUCTION COST CONTINGENCY (25%) TOTAL CONSTRUCTION COST PRELIMINARY ENGINEERING - PE (10%) CONSTRUCTION ENGINEERING - CE (15%) SUBTOTAL RIGHT-OF-WAY COST PHASE 5 SUBTOTAL RIGHT-OF-WAY COST TOTAL PHASE 3 COST PHASE 4 SUBTOTAL CONSTRUCTION COST CONTINGENCY (25%) TOTAL CONSTRUCTION COST PRELIMINARY ENGINEERING - PE (10%) CONSTRUCTION ENGINEERING - CE (15%) CONTINGENCY (10%) TOTAL RIGHT-OF-WAY COST TOTAL PHASE 4 COST TOTAL CONSTRUCTION COST PRELIMINARY ENGINEERING - PE (10%) CONSTRUCTION ENGINEERING - CE (15%) CONTINGENCY (10%) CONTINGENCY (10%) TOTAL RIGHT-OF-WAY COST TOTAL PHASE 1 COST PHASE 2 SUBTOTAL CONSTRUCTION COST SUBTOTAL CONSTRUCTION COST CONTINGENCY (25%) TOTAL CONSTRUCTION COST PRELIMINARY ENGINEERING - PE (10%) CONSTRUCTION ENGINEERING - CE (15%) CONTINGENCY (10%) PHASE 1 SUBTOTAL CONSTRUCTION CONTINGENCY (25%) TOTAL CONSTRUCTION COST PRELIMINARY ENGINEERING - PE (10%) TOTAL PROJECT COST SUBTOTAL RIGHT-OF-WAY COST SUBTOTAL RIGHT-OF-WAY COST SUBTOTAL RIGHT-OF-WAY COST TOTAL RIGHT-OF-WAY COST TOTAL PHASE 2 COST CONTINGENCY (25%) CONSTRUCTION ENGINEERING - CE (15%) TOTAL RIGHT-OF-WAY COST PHASE 3 Bethel & Salmonberry (RAB 4) $1,600,000 Bethel & Blueberry (RAB 5) $900,000 Walmart to Salmonberry (RAB 3-4) $149,400 Salmonberry to Blueberry (RAB 4-5) $888,702 Ramsey Road (Sedgwick Rd to Salmonberry Rd) $2,071,750 Pond C $210,916 Pond D $426,427 $6,247,194 UTILITY RELOCATION/UNDERGROUNDING (2%) $124,944 $1,561,799 $7,933,937 $793,394 $1,190,091 $1,983,484 Pond C $651,620 Pond D $229,150 $841,815 $146,388 $1,868,973 $186,897 $2,055,870 $11,973,291 PRELIMINARY ENGINEERING - PE (10%) CONSTRUCTION ENGINEERING - CE (15%) TOTAL DESIGN & ENGINEERING COST POND RIGHT-OF-WAY SEDGWICK ROAD AND BETHEL ROAD CORRIDOR STUDY PHASE 1: Bethel Rd - Salmonberry Rd to Blueberry Rd and Ramsey Road PRELIMINARY COST ESTIMATE SUBTOTAL CONSTRUCTION COST CONTINGENCY (25%) CONSTRUCTION COST DESIGN & ENGINEERING COST TOTAL CONSTRUCTION COST PHASE 1 ROUNDABOUT COST ROADWAY COST POND COST TOTAL PHASE 1 PROJECT COST RIGHT-OF-WAY COST CONTINGENCY (10%) SLOPE EASEMENT TOTAL RIGHT-OF-WAY COST SUBTOTAL RIGHT-OF-WAY COST ROADWAY RIGHT-OF-WAY CONTRUCTION COST ROUNDABOUT COST Sedgwick & "New Rd" (RAB 7) $2,300,000 Sedgwick & Bravo Terrace (RAB 8) $2,300,000 Bethel Rd to "New Rd" (RAB 6-7) $1,128,805 "New Rd" to Bravo Terrace (RAB 7-8) $1,896,531 Bravo Terrace to SR 16 NB Ramp (RAB 8 to SR 16) $580,302 Pond E $529,316 $8,734,953 UTILITY RELOCATION/UNDERGROUNDING (2%) $174,699 $2,183,738 $11,093,390 $1,109,339 $1,664,009 TOTAL DESIGN & ENGINEERING COST $2,773,348 Pond E $180,000 $2,184,841 $182,508 $2,547,350 $254,735 $2,802,085 $16,668,822 ROADWAY COST SUBTOTAL RIGHT-OF-WAY COST TOTAL RIGHT-OF-WAY COST SEDGWICK ROAD AND BETHEL ROAD CORRIDOR STUDY PHASE 2: Sedgwick Rd - SR 16 to Bethel Rd PRELIMINARY COST ESTIMATE PHASE 2 DESIGN & ENGINEERING COST POND RIGHT-OF-WAY SUBTOTAL CONSTRUCTION COST CONSTRUCTION ENGINEERING - CE (15%) CONTINGENCY (25%) TOTAL CONSTRUCTION COST TOTAL PROJECT COST ROADWAY RIGHT-OF-WAY CONTINGENCY (10%) POND COST RIGHT-OF-WAY COST SLOPE EASEMENT PRELIMINARY ENGINEERING - PE (10%) Bethel & Sedgwick (RAB 6) $2,600,000 Blueberry to Sedgwick (RAB 5-6) $726,517 N/A (Built in Ph 1 and Ph 2) $0 $3,326,517 UTILITY RELOCATION/UNDERGROUNDING (2%) $66,530 $831,629 $4,224,677 $422,468 $633,701 $1,056,169 N/A (Acquired in Ph 1 and Ph 2) $0 $478,549 $13,468 $492,017 $49,202 $541,218 $5,822,064 TOTAL CONSTRUCTION COST PRELIMINARY ENGINEERING - PE (10%) SUBTOTAL CONSTRUCTION COST CONTINGENCY (25%) DESIGN & ENGINEERING COST SEDGWICK ROAD AND BETHEL ROAD CORRIDOR STUDY PHASE 3: Bethel Rd - Sedgwick Rd to Blueberry Rd PRELIMINARY COST ESTIMATE PHASE 3 ROUNDABOUT COST POND COST CONSTRUCTION COST ROADWAY COST CONSTRUCTION ENGINEERING - CE (15%) RIGHT-OF-WAY COST POND RIGHT-OF-WAY TOTAL DESIGN & ENGINEERING COST TOTAL CONSTRUCTION COST TOTAL RIGHT-OF-WAY COST SLOPE EASEMENT ROADWAY RIGHT-OF-WAY CONTINGENCY (10%) SUBTOTAL RIGHT-OF-WAY COST Bethel & Lund (RAB 2)$2,000,000 Bethel & Walmart (RAB 3) $1,200,000 Lincoln/Lundberg to Lund (RAB 1-2) $106,400 Lund to Walmart (RAB 2-3) $462,505 Walmart to Salmonberry (RAB 3-4) $695,495 Pond B $388,382 $4,852,783 UTILITY RELOCATION/UNDERGROUNDING (2%) $97,056 $1,213,196 $6,163,034 $616,303 $924,455 $1,540,759 Pond B $592,320 $326,279 $27,955 $946,553 $94,655 $1,041,209 $8,745,001 POND COST SUBTOTAL CONSTRUCTION COST CONTINGENCY (25%) ROADWAY COST SEDGWICK ROAD AND BETHEL ROAD CORRIDOR STUDY PHASE 4: Bethel Rd - Salmonberry Rd to Lund Ave PRELIMINARY COST ESTIMATE PHASE 4 ROUNDABOUT COST CONSTRUCTION COST TOTAL CONSTRUCTION COST PRELIMINARY ENGINEERING - PE (10%) CONSTRUCTION ENGINEERING - CE (15%) RIGHT-OF-WAY COST POND RIGHT-OF-WAY DESIGN & ENGINEERING COST TOTAL DESIGN & ENGINEERING COST TOTAL RIGHT-OF-WAY COST TOTAL CONSTRUCTION COST ROADWAY RIGHT-OF-WAY CONTINGENCY (10%) SUBTOTAL RIGHT-OF-WAY COST SLOPE EASEMENT Bethel & Lincoln/Lundberg (RAB 1) $1,300,000 Lincoln/Lundberg to Lund (RAB 1-2) $691,217 Mill Hill Dr (SR 166) to Lincoln/Lundberg (Ex. RAB to RAB 1)$2,896,755 Pond A $253,980 Pond F $529,316 $5,671,267 UTILITY RELOCATION/UNDERGROUNDING (2%) $113,425 $1,417,817 $7,202,509 $720,251 $1,080,376 $1,800,627 Pond A $805,480 Pond F $277,990 $200,911 $108,603 $1,392,984 $139,298.42 $1,532,283 $10,535,419 POND COST SUBTOTAL CONSTRUCTION COST CONTINGENCY (25%) ROADWAY COST SEDGWICK ROAD AND BETHEL ROAD CORRIDOR STUDY PHASE 5: Bethel Rd - Lund Ave to Mile Hill Dr (SR 166) PRELIMINARY COST ESTIMATE PHASE 5 ROUNDABOUT COST CONSTRUCTION COST TOTAL CONSTRUCTION COST PRELIMINARY ENGINEERING - PE (10%) CONSTRUCTION ENGINEERING - CE (15%) RIGHT-OF-WAY COST POND RIGHT-OF-WAY TOTAL DESIGN & ENGINEERING COST DESIGN & ENGINEERING COST ROADWAY RIGHT-OF-WAY SUBTOTAL RIGHT-OF-WAY COST CONTINGENCY (10%) TOTAL RIGHT-OF-WAY COST TOTAL CONSTRUCTION COST SLOPE EASEMENT COST COMMENT $1,200,000 4-leg, single lane, realignment of existing roadways required $100,000 $1,300,000 $1,900,000 4-leg, 4-multi-lane approaches $100,000 $2,000,000 $1,100,000 3-leg, 2-multi-lane approaches $100,000 $1,200,000 $1,500,000 4-leg, 2-multi-lane approaches $100,000 $1,600,000 $800,000 3-leg, single lane $100,000 $900,000 $2,500,000 4-leg, 4-multi-lane approaches $100,000 $2,600,000 $2,200,000 4-leg, 2-multi-lane approaches $100,000 $2,300,000 $2,200,000 4-leg, 2-multi-lane approaches $100,000 $2,300,000 RRFB SYSTEM SUBTOTAL SUBTOTAL RRFB SYSTEM RRFB SYSTEM SUBTOTAL SUBTOTAL 4: BETHEL & SALMONBERRY 8: SEDGWICK & BRAVO TERRACE 6: BETHEL & SEDGWICK RRFB SYSTEM 7: SEDGWICK & "NEW" ROAD SUBTOTAL RRFB SYSTEM ROUNDABOUT CALCULATIONS ROUNDABOUT COST RRFB SYSTEM SUBTOTAL 5: BETHEL & BLUEBERRY 3: BETHEL & WALMART 2: BETHEL & LUND 1: BETHEL & LINCOLN/LUNDBERG RRFB SYSTEM SUBTOTAL RRFB SYSTEM SUBTOTAL ROADWAY CALCULATIONS SECTION USED COST/L.F. SEDGWICK ROAD $1,300 BETHEL ROAD NORTH $700 BETHEL ROAD SOUTH $900 RAMSEY ROAD $720 EARTHWORKS CALCULATIONSROADWAY NAME ROADWAY LENGTH (FT)ROADWAY EXCAVATION INCL. HAUL (S.F)EMBANKMENT COMPACTION (S.F)MILE HILL DRIVE TO LINCOLN (EX. RAB TO RAB #1) 3865 43 1LINCOLN/LUNDBERG TO LUND AVE (RAB# 1-2) 1082 30 3LUND AVE TO WALMART (RAB #2-3) 469 68 3WALMART TO SALMONBERRY (RAB# 3-4) 869 73 2SALMONBERRY TO BLUEBERRY (RAB# 4-5) 888 86 10BLUEBERRY TO SEDGWICK (RAB# 5-6) 728 100 43BETHEL ROAD TO GEIGER (RAB #6-7) 743 101 197GEIGER TO BRAVO TERRACE (RAB# 7-8) 1364 84 27BRAVO TERRACE TO SR 16 NB RAMP (RAB# 8-SR 16) 417 84 27RAMSEY ROAD (SEDGWICK RD TO SALMONBERRY RD) 2610 52 34TOTAL CUT (CUBIC YARDS):29760TOTAL FILL (CUBIC YARDS):12357STANDARD BID ITEM NUMBERITEMUNITUNIT PRICESPEC ADA RAMPEACH $1,000SPEC DRIVEWAYEACH $2,0000300 ROADWAY EXCAVATION INCL. HAUL C.Y. $200470 EMBANKMENT COMPACTION C.Y. $15SPECRRFB SYSTEMEACH$100,000CUT AND FILL QUANTITIES POND # OWNER PARCEL LAND AREA (ACRE) LAND COST ($) BASIN AREA (SQ. FT) POND DEPTH (FEET) UNIT PRICETOTAL QTY. (C.Y.) SUBTOTALSCOTT WILLIAM L & DONNA M4625-000-012-06070.45 $142,590 122,500 4.00 EXCAVATION $15 16,932 $253,980SCOTT DONNA M & WILLIAM L & KILLAM RICHARD D 4625-000-012-0706 3.68 $140,060ASCOTT WILLIAM L & DONNA M4625-000-012-0508 0.31 $163,030ROSENDAHL BRENT L4625-000-012-02010.37 $126,580RICHMOND FRANK M & SHANNON H4625-000-011-01030.59 $233,2205.40$805,480$253,980POND # OWNER PARCEL LAND AREA (ACRE) LAND COST ($) BASIN AREA (SQ. FT) POND DEPTH (FEET) UNIT PRICETOTAL QTY. (C.Y.) SUBTOTALKIYO LLC022301-1-074-20054.19 $397,220 184,900 4.00 $15 25,892 $388,382WILLIAMS JAMES & NANCY022301-1-041-20050.43 $14,560BWILLIAMS JAMES & NANCY022301-1-046-20000.35 $13,700WILLIAMS JAMES & NANCY022301-1-045-20010.37 $13,910KING PENELOPE022301-1-025-20050.5 $152,9305.84$592,320$388,382POND # OWNER PARCEL LAND AREA (ACRE) LAND COST ($) BASIN AREA (SQ. FT) POND DEPTH (FEET) UNIT PRICETOTAL QTY. (C.Y.) SUBTOTALCDYES INLET PROPERTIES LLC022301-1-008-200612.49 $651,620 102,400 4.00 $15 14,061 $210,915.5612.49$651,620$210,916POND # OWNER PARCEL LAND AREA (ACRE) LAND COST ($) BASIN AREA (SQ. FT) POND DEPTH (FEET) UNIT PRICETOTAL QTY. (C.Y.) SUBTOTALDBEAVER LARRY A112301-1-006-20075.77 $229,150 202,500 4.00 $15 28,428 $426,4275.77$229,150$426,427POND # OWNER PARCEL LAND AREA (ACRE) LAND COST ($) BASIN AREA (SQ. FT) POND DEPTH (FEET) UNIT PRICETOTAL QTY. (C.Y.) SUBTOTALEROLAND & ROLAND5458-000-012-00022.76 $180,000 122,500 4.00 $15 16,932 $253,9822.76$180,000$253,982POND # OWNER PARCEL LAND AREA (ACRE) LAND COST ($) BASIN AREA (SQ. FT) POND DEPTH (FEET) UNIT PRICETOTAL QTY. (C.Y.) SUBTOTALFGEHRING GLENNYS TRUSTEE 362401-2-069-20098.3 $277,990 250,000 $15 35,288 $529,3168.30$277,990$529,316CONSTRUCTION AND LAND GRAND TOTAL:POND CALCULATIONSPOND COST ESTIMATECONSTRUCTION AND LAND GRAND TOTAL:Assumed becase there was no parcel informationCONSTRUCTION AND LAND GRAND TOTAL:CONSTRUCTION AND LAND GRAND TOTAL:CONSTRUCTION AND LAND GRAND TOTAL:CONSTRUCTION AND LAND GRAND TOTAL: SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL MILE HILL DRIVE TO LINCOLN (EX RAB TO 1) L.F. $700 3865 $2,705,500 OTHER ITEMS ADA RAMP EACH $1,000 6 $6,000 DRIVEWAY EACH $2,000 30 $60,000 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 6,155 $123,107 EMBANKMENT COMPACTION C.Y. $15 143 $2,147 CONSTRUCTION GRAND TOTAL $2,896,755 MILE HILL DRIVE TO LINCOLN CALCULATIONS BETHEL ROAD (NORTH) - Phase 5 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL LINCOLN/LUNDBERG TO LUND (1-2) L.F. $700 930 $651,000 OTHER ITEMS ADA RAMP EACH $1,000 4 $4,000 DRIVEWAY EACH $2,000 7 $14,000 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 1,033 $20,667 EMBANKMENT COMPACTION C.Y. $15 103 $1,550 CONSTRUCTION GRAND TOTAL $691,217 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL LINCOLN/LUNDBERG TO LUND (1-2) L.F. $700 152 $106,400 OTHER ITEMS ADA RAMP EACH $0 0 $0 DRIVEWAY EACH $0 0 $0 ROADWAY EXCAVATION INCL. HAUL C.Y. $0 169 $0 EMBANKMENT COMPACTION C.Y. $0 17 $0 CONSTRUCTION GRAND TOTAL $106,400 LINCOLN TO LUND CALCULATIONS BETHEL ROAD (NORTH) - Phase 5 BETHEL ROAD (NORTH) - Phase 4 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL LUND TO WALMART (2-3) L.F. $900 469 $422,100 OTHER ITEMS ADA RAMP EACH $1,000 12 $12,000 DRIVEWAY EACH $2,000 2 $4,000 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 1,181 $23,624 EMBANKMENT COMPACTION C.Y. $15 52 $782 CONSTRUCTION GRAND TOTAL $462,505 LUND TO WALMART CALCULATIONS BETHEL ROAD (SOUTH) - Phase 4 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL WALMART TO SALMONBERRY (3-4) L.F. $900 703 $632,700 OTHER ITEMS ADA RAMP EACH $1,000 6 $6,000 DRIVEWAY EACH $2,000 9 $18,000 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 1,901 $38,014 EMBANKMENT COMPACTION C.Y. $15 52 $781 CONSTRUCTION GRAND TOTAL $695,495 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL WALMART TO SALMONBERRY (3-4) L.F. $900 166 $149,400 OTHER ITEMS ADA RAMP EACH $0 0 $0 DRIVEWAY EACH $0 0 $0 ROADWAY EXCAVATION INCL. HAUL C.Y. $0 449 $0 EMBANKMENT COMPACTION C.Y. $0 12 $0 CONSTRUCTION GRAND TOTAL $149,400 WALMART TO SALMONBERRY CALCULATIONS BETHEL ROAD (SOUTH) - Phase 4 BETHEL ROAD (SOUTH) - Phase 1 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL SALMONBERRY TO BLUEBERRY (4-5) L.F. $900 888 $799,200 OTHER ITEMS ADA RAMP EACH $1,000 12 $12,000 DRIVEWAY EACH $2,000 8 $16,000 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 2,828 $56,569 EMBANKMENT COMPACTION C.Y. $15 329 $4,933 CONSTRUCTION GRAND TOTAL $888,702 SALMONBERRY TO BLUEBERRY CALCULATIONS BETHEL ROAD (SOUTH) - Phase 1 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL RAMSEY RD L.F. $720 2610 $1,879,200 OTHER ITEMS ADA RAMP EACH $1,000 8 $8,000 DRIVEWAY EACH $2,000 18 $36,000 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 5,008 $100,160 EMBANKMENT COMPACTION C.Y. $15 3,226 $48,390 CONSTRUCTION GRAND TOTAL $2,071,750 RAMSEY RD RAMSEY ROAD - Phase 1 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL BLUEBERRY TO SEDGWICK (5-6) L.F. $900 728 $655,200 OTHER ITEMS ADA RAMP EACH $1,000 0 $0 DRIVEWAY EACH $2,000 0 $0 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 2,696 $53,926 EMBANKMENT COMPACTION C.Y. $15 1,159 $17,391 CONSTRUCTION GRAND TOTAL $726,517 BLUEBERRY TO SEDGWICK CALCULATIONS BETHEL ROAD (SOUTH) - Phase 3 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL BETHEL ROAD TO "NEW" ROAD (6-7) L.F. $1,300 743 $965,900 OTHER ITEMS ADA RAMP EACH $1,000 6 $6,000 DRIVEWAY EACH $2,000 10 $20,000 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 2,779 $55,587 EMBANKMENT COMPACTION C.Y. $15 5,421 $81,317 CONSTRUCTION GRAND TOTAL $1,128,805 BETHEL ROAD TO NEW INTERSECTION CALCULATIONS SEDGWICK ROAD - Phase 2 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL "NEW" ROAD TO BRAVO TERRACE (7-8) L.F. $1,300 1364 $1,773,200 OTHER ITEMS ADA RAMP EACH $1,000 10 $10,000 DRIVEWAY EACH $2,000 4 $8,000 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 4,244 $84,871 EMBANKMENT COMPACTION C.Y. $15 1,364 $20,460 CONSTRUCTION GRAND TOTAL $1,896,531 NEW INTERSECTION TO BRAVO TERRACE CALCULATIONS SEDGWICK ROAD - Phase 2 SECTION USED: ROADWAY SECTION UNIT UNIT PRICE TOTAL QTY. SUBTOTAL BRAVO TERRACE TO SR-16 L.F. $1,300 417 $542,100 OTHER ITEMS ADA RAMP EACH $1,000 4 $4,000 DRIVEWAY EACH $2,000 1 $2,000 ROADWAY EXCAVATION INCL. HAUL C.Y. $20 1,297 $25,947 EMBANKMENT COMPACTION C.Y. $15 417 $6,255 CONSTRUCTION GRAND TOTAL $580,302 BRAVO TERRACE TO SR 16 CALCULATIONS SEDGWICK ROAD - Phase 2