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HomeMy WebLinkAbout04 30% Submittal Design Documentation and PlansConfiguration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington ii April 2018 CONFIGURATION AND DESIGN STANDARDS FOR THE PHASE 3 STRANDER BOULEVARD EXTENSION PROJECT TABLE OF CONTENTS SECTION PAGE INTRODUCTION ..................................................................................................................................... 1 PROJECT DESCRIPTION ........................................................................................................................ 1 Phase I ............................................................................................................................................ 1 Phase II ........................................................................................................................................... 1 Phase III .......................................................................................................................................... 1 DESIGN CRITERIA AND STANDARDS ................................................................................................... 1 Intersection Design ........................................................................................................................ 1 Roadway Design ............................................................................................................................. 2 Taco Bell and Jack-in-the-Box Driveways/Puget Sound Energy Access Driveways ................... 3 Shared-Use Path/Trail .................................................................................................................... 3 Drainage Design ............................................................................................................................. 4 Pump Station .................................................................................................................................. 5 Existing Utilities ............................................................................................................................. 5 Right-of-Way ................................................................................................................................... 5 Structural Design .................................................................................................................................. 6 Structural Design............................................................................................................................ 6 Geotechnical ................................................................................................................................... 7 Dewatering ..................................................................................................................................... 7 Construction Phasing ..................................................................................................................... 7 Railroad ................................................................................................................................................. 8 Bridge .............................................................................................................................................. 8 Shoofly ............................................................................................................................................ 8 Configuration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington 1 April 2018 INTRODUCTION The purpose of this memorandum is to describe the configuration of the Phase 3 Strander Boulevard Extension Project and to define the design criteria and standards that shall apply to this project. The cities of Renton and Tukwila have been working in partnership to extend Strander Boulevard from West Valley Highway (SR 181) to Oakesdale Avenue SW. Strander Boulevard will be grade separated from Union Pacific Railroad (UPRR) and BNSF Railway, and the roadway will pass under these railroad tracks. Current plans are to construct this extension in three phases. Descriptions for each of the phases follow. PROJECT DESCRIPTION Phase I Construction of Phase I is complete. Phase I extended the corridor at-grade from Oakesdale Avenue SW to Naches Avenue SW. This roadway segment is approximately 1,450 feet long and has two lanes in each direction with a median dividing the lanes. Turn-lane pockets are provided in the median at cross street locations. The roadway has 5-foot planter strips behind each curb, with a 6-foot-wide sidewalk on the north and a 12-foot-wide sidewalk on the south side. The total section width from back of sidewalk to back of sidewalk is 89 feet. Phase II Construction of Phase II is complete. Phase II connected the western end of Phase I to the southwest corner of the Sound Transit station parking lot. This connection is a 26-foot-wide two-lane roadway. This roadway provides commuters an improved connection to the Sound Transit station. A 6-foot-wide pedestrian path is provided on the north side of the roadway. A railroad bridge carries BNSF rail traffic over this roadway connection. This railroad bridge accommodates three sets of rails. A stormwater pump station provides water quality treatment and detention for the roadway runoff and groundwater. Construction of this phase has been completed. Phase III Phase III, current phase, will complete the Strander Boulevard extension. The roadway will be four through lanes separated by a median or left-turn lane. The median will be used to support railroad and roadway bridge supports. The project configuration is shown on Drawing SP-1. A railroad bridge will be constructed to carry UPRR traffic over Strander Boulevard. A shoofly will be required to construct this bridge. Strander Boulevard will be illuminated from Naches Avenue SW to West Valley Highway. Also, as part of Phase III construction, a new loop-ramp connection will be constructed to provide permanent access to the Sound Transit commuter rail parking lot. The access ramp will be off of the south side of Strander Boulevard and loop around to a new bridge over Strander Boulevard to the Sound Transit parking lot. A pedestrian bridge will carry the Interurban Trail over Strander Boulevard. A shared-use trail will be provided along the north side of Strander Boulevard. This trail will provide a pedestrian/bicycle connection between Oakesdale Avenue and the Interurban Trail. Pedestrian and bicycle connections will be provided to the Interurban Trail and to the Sound Transit Sounder Station from this shared-use trail. Traffic signals will be installed at the Tukwila Station loop ramp/Strander Boulevard intersection. The existing signal at Strander Boulevard/SR 181 will be modified. A signal was installed at Strander Boulevard/Naches Avenue as part of the construction of the Kaiser complex. This signal has not been commissioned. This intersection is controlled by a four-way stop. This signal will be energized and made operational as part of this project. Right-in/right-out driveway connections will be provided for the Taco Bell and Jack-in-the-Box establishments. The fast food driveways will be relocated to the adjacent Puget Sound Energy parcels. Right-in/right-out driveway connections will also be provided for Puget Sound Energy (PSE) to access their property from Strander Boulevard. PSE’s property is located adjacent and to the west of UPRR’s right-of-way. DESIGN CRITERIA AND STANDARDS Intersection Design Modifications will be made to the two existing intersections of Strander Boulevard with SR 181 to the west and Naches Avenue to the east. A new intersection will be created along the corridor with the construction of the new loop ramp to Sound Transit. Lane configurations are shown on Drawings CH1- CH8. SR 181/Strander Boulevard intersection The SR 181/Strander Boulevard intersection will be reconfigured to provide additional lanes on the north, west, and east legs of the intersection. The stop bar on the south leg of the intersection will be restriped farther to the south to accommodate a new curb ramp. The existing signal at this intersection will be modified to accommodate the new lane configuration. Below is a summary of the intersection improvements on the north, west, and east legs of the intersection. North Leg Existing Configuration  Single southbound right-turn lane  Two southbound thru lanes Configuration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington 2 April 2018  Gore area  Two northbound thru lanes Proposed Configuration The proposed lane configuration will be completed within the existing roadway prism. The existing gore area will be restriped to accommodate the additional left-turn lane. Southbound right-turn movements will need to partially use the adjacent lane to make the turn, as they do in the existing condition. The northeast curb line will be reconstructed to provide a larger turning radius.  Single southbound right turn  Two southbound thru lanes  Dual eastbound left-turn lanes  Two northbound thru lanes West Leg Existing Configuration  Two westbound thru lanes  Single northbound left-turn lane  Single eastbound thru lane  Single thru-right lane Proposed Configuration Restriping of the west leg will allow the proposed lane configuration to be completed within the existing roadway prism. A portion of the raised median will be removed to accommodate the additional left-turn lane. Southbound right-turn movements will need to partially use the adjacent lane to make the turn, as they do in the existing condition.  Two westbound thru lanes  Dual northbound left turns  Single eastbound thru lane  Single thru-right lane East Leg Existing Configuration  Single thru-right lane  Single westbound thru lane  Single southbound left turn lane  Two eastbound thru lanes Proposed Configuration The north and south sides of the east leg will be widened to accommodate the proposed configuration. Northbound right-turn movements will need to partially use the adjacent lane to make the turn. The northeast corner will be reconstructed to improve this turning movement. Due to the close proximity of Taco Bell drive thru, the corner could not be widened further.  Single thru-right lane  Two westbound thru lanes  Single southbound left-turn lane  Gore area  Two eastbound thru lanes Loop Ramp Road/Strander Boulevard Intersection A new three-way intersection with Strander Boulevard will be created by the construction of the loop ramp road. The west leg of this intersection will provide two thru lanes in the westbound and eastbound directions. The south leg will provide a single thru lane in the southbound and northbound directions. The east leg will provide two thru lanes in both the westbound and eastbound directions. The east leg will also provide a single southbound left-turn lane. A new signal will be provided at this intersection. Naches Avenue/Strander Boulevard Intersection The north, south, and east legs of this intersection will not be modified. The west leg of the intersection will provide two thru lanes in both the westbound and eastbound directions. A signal was installed at Strander Boulevard/Naches Avenue as part of the construction of the Kaiser complex. This signal has not been commissioned. This signal will be energized and made operational as part of this project. Roadway Design The proposed Strander Boulevard roadway extension between SR 181 and Naches Avenue will be a four-lane collector with left-turn pockets at SR 181 and the loop road (Sound Transit loop ramp). The proposed roadway section includes a 9-foot shared-use path (for pedestrians and bicycles), 2–foot shy distance, two 11-foot travel lanes in each direction, 12-foot turn pockets, 2-foot shy distance, and a four- foot raised shoulder. The configuration varies throughout the corridor. The loop ramp road will have 17.5-foot lanes with a 2-foot shy distance. Typical sections are shown on Drawings RS-1 to RS-12.  Strander Boulevard Design Speed = 35 mph  Strander Boulevard Posted Speed = 35 mph  Loop Road Design Speed = 25 mph  Loop Road Posted Speed = 25 mph  Roadway Cross Slope = 2.0 percent  Taper Rate = 35:1  Minimum Vertical Clearance UPRR Bridge = 16feet 6 inches Configuration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington 3 April 2018  Minimum Vertical Clearance BNSF Bridge = 16 feet 6 inches  Minimum Vertical Clearance Shared-Use Path = 10 feet Below is a list of the required sight distances for the crest vertical curves.  Crest curve height of eye above roadway = 3.5 feet  Crest curve height of object above roadway = 2.0 feet Below is a list of the required sight distances for the sag vertical curves. Headlight sight distance is used as the criteria for the sag vertical curves. Due to sight constraints, the headlight sight distance is not attainable for some of the sag curves. To mitigate this, the roadway will be illuminated through the corridor. Roadway profiles are shown on Drawings RP-7 to RP-9. The following standards will be used in the development of the roadway design.  City of Tukwila, Public Works Department Infrastructure Design and Construction Standards, 2010  City of Tukwila Municipal Code  AASHTO Green Book – A Policy on Geometric Design of Highways and Streets (AGB), 2011  AASHTO– Guide for the Development of Bicycle Facilities (ADBF), 2011  Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD), 2009  Washington State Department of Transportation (WSDOT) Design Manual: Chapter 1210.04(3) – Geometric Plan Elements – Horizontal Alignment – Horizontal Curve Length; Chapter 1510 - Pedestrian Facilities; and Chapter 1520 – Bicycle Facilities  Department of Justice ADA Standards for Accessible Design, 2010 Taco Bell and Jack-in-the-Box Driveways/Puget Sound Energy Access Driveways Jack in the Box has two existing driveways along Strander Boulevard. They are located on the south side of the roadway, 43 feet and 143 feet from the intersection with SR 181. The existing Taco Bell driveway, located on the north side of Strander Boulevard, is 137 feet from the intersection with SR 181. Tukwila’s standard plan RS-30 for Access Spacing and Corner Clearances Table for Minimum Corner Clearances for Signalized Intersection Control lists a 275 foot clearance from intersections to access driveways that are directly across from each other for a 35-mph operational speed. If the driveways are not directly across from each other, the offset distances are 135 feet and 275 feet when approaching and departing the intersection, respectively. Based on the location of the existing drive-thru food services, the driveways are almost directly across from each other. The two fast food parcels are narrower than 275 feet, therefore, this criteria cannot be met. To reduce impacts to the circulation patterns of both drive-thru services, both fast food restaurants will use the PSE driveways for access. PSE driveway’s plan and profile are shown on Drawings RP10 and RP11.  Maximum Vertical Grade for Driveway = 15 percent  City of Tukwila Standard Detail RS-30  Driveway widths = 25 feet minimum; 35 feet maximum; driveway widths are 30 feet for Jack in the Box and 30 feet for Taco Bell.  Required Driveway Sight Distance for right-turn only onto Strander = 335 feet, WSDOT Design Manual, Chapter 1310, pgs. 1310-40. Shared-Use Path/Trail A new shared-use path will be installed as part of Phase III to facilitate bicycle and pedestrian mobility in the area. The proposed shared-use path will be located on the north side of Strander Boulevard and will provide a west-east pedestrian corridor from SR 181 to Oakesdale Avenue. There will be two connections from the north side of the shared-use path to improve pedestrian access. The first connection will provide a ramp from the shared-use path up to the existing Interurban Trail that runs north-south along the western edge of the PSE property. The second connection from the shared-use trail will provide access to the Sound Transit parking lot. At the Naches Avenue SW intersection, the shared-use path will cross over to the south side of Strander Boulevard where it connects with the existing trail on the south side of the roadway. The shared-use path is shown on Drawings RP-2 to RP-5 and TP-1 to TP-3. Crest Vertical Curves per AASHTO 3-151 Alignment PVI Grade % Curve Length Required SSD Provided SSD Kmin Kprovided S 11+37.27 -7.50 180.00 277.85 291.71 28.46 33.6 S 21+82.45 -5.00 150.00 265.31 417.59 33.33 47.6 S 23+90.00 -2.65 150.00 255.30 314.81 23.33 33.3 L 103+00.00 -10.00 200.00 175.64 213.59 13.06 21.1 L 105+87.00 -2.81 100.00 156.77 376.03 22.66 30.2 Sag Vertical Curves per AASHTO 3-157 Alignment PVI Grade % Curve Length Required SSD/HSD Provided HSD S 13+57.90 -7.50 150.00 277.85 137.26 S 15+30.00 -0.50 105.00 247.34 Unlimited, flat S 19+04.45 -5.00 200.00 265.31 235.98 L 100+90.92 -10.00 105.00 175.64 76.37 L 107+90.00 -2.81 100.00 156.77 Unlimited, flat Configuration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington 4 April 2018 Strander Boulevard Shared-Use Path The shared-use path adjacent the roadway follows the grade of the roadway. To the east, the shared- use path is raised to provide an Americans with Disabilities Act (ADA) compliant access to the Sound Transit Station.  Shared-Use Path Width = 9 feet  Trail Shoulder = 2 feet each side  Trail Buffer = 5 feet, including shoulders  Horizontal Clearance (to handrails or face of retaining walls) = 2 feet  Vertical Clearance = 10 feet  Maximum Vertical Grade = 7.5 percent, shared-use path is coincidental with roadway grade Strander Boulevard to Interurban Trail Connection at PSE Driveways The connection from Strander Boulevard to the Interurban Trail follows the grade of the driveway. The driveway connects to the Taco Bell parcel. The driveway tie-in constrains the grade of the driveway.  Shared-Use Path Width = 8.5 feet  Shoulder/Horizontal Clearance (to handrails or face of retaining walls) = 2 feet  Maximum Vertical Grade = 7.7 percent Interurban Trail Connection to Pedestrian Bridge The Interurban Trail will connect to the pedestrian bridge which will provide access up and over the roadway.  Shared-Use Path Width at Approach = 12 feet  Shared-Use Path Width on Pedestrian Bridge = 10 feet  Shoulder/Horizontal Clearance (to handrails or face of retaining walls) = 2 feet  Horizontal Curve = 60 feet (Table 5-2 ADBF)  Assumed Bicycle Speed = 18 mph  Maximum Vertical Grade = 4.75 percent Strander Boulevard to Sound Transit Connection  Shared-Use Path Width = 12 feet  Shoulder/Horizontal Clearance (to handrails or face of retaining walls) = 2 feet  Maximum Vertical Grade = 4.75 percent The Sound Transit shared-use path connects is shown on Drawings SO-1 and SO-2. Drainage Design The stormwater runoff from the new roadway will be collected via a closed conveyance system and pumped to the converted combined wetland and detention pond. The majority of stormwater discharged from the pond will be directed to the wetland located directly south; however, a small amount will be directed towards the Green River to maintain existing hydrology during the summer months via a secondary control structure. The amount of pond discharge that will be directed to the river will never exceed 0.5-cubic feet per second even during the wet season. Enhanced water quality treatment for the entire project site, the Taco Bell site, and the Jack in the Box site will be provided by a combined constructed wetland/detention pond. The combined wet pond/detention pond constructed as a part of the Phase 2A improvements will be retrofitted to meet the criteria of a constructed wetland by filling the second cell of the pond to provide an environment suitable for plant growth. The proposed conveyance systems for this project are required to have capacity to convey and contain the 25-year, 24-hour storm event and will also be sized to properly contain the 100-year, 24-hour storm event on site per Section 1.2.4.1 of the Surface Water Design Manual (SWDM). Any project modifications that affect existing conveyance systems off site are also required to convey and contain the 25-year, 24-hour storm event. Flows were computed using the rational method, and a capacity analysis was performed using StormCAD, in accordance with the requirements of the March 2017 WSDOT Hydraulics Manual. An additional control structure will be added to the existing detention tank on the Taco Bell property to direct runoff flows greater than the two-year design storm event to the Green River via an existing conveyance system located in SR 181. Flows up to and including the two-year design storm event (the required water quality treatment flow for treatment located downstream of detention) will be directed to the combined wetland and detention pond. The collection and conveyance system at Jack in the Box will be altered to collect runoff that previously sheet-flowed into the public ROW or was directed to the perforated pipe removed as a part of the proposed improvements. A flow splitter added to the reconstructed system will direct 91 percent of the total site runoff volume (the required water quality treatment flow for treatment not located downstream of detention) to the combined wetland and detention pond for water quality treatment. Runoff exceeding 91 percent design flow will be directed to the new outfall route to the Green River. The existing 18-inch outfall pipe at the Green River will be replaced with a new 24-inch pipe approximately 1.5 feet lower than the existing condition. Reconstruction of the existing outfall will include a stable dispersion pad and a new Tideflex valve at the end of pipe. Regrading of the existing river bank and the roadway embankment of SR 181 will be required to reconstruct the existing outfall. The drainage is shown on Drawings DR-1 to DR-9. The drainage profiles are shown on Drawings DP-1 to DP-10. The pond and outfall are shown on Drawings DD-1 and DF-1, respectively. The following standards will be used in the development of the drainage and pump designs.  City of Tukwila National Pollutant Discharge Elimination System (NPDES) Permit  City of Tukwila Infrastructure Design and Construction Standards  City of Tukwila Municipal Code Configuration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington 5 April 2018  State Environmental Policy Act (SEPA) (RCW 43.21C)  WSDOT Hydraulics Manual, March 2017  King County Surface Water Design Manual, April 2016, and as amended in the City of Tukwila “Public Works Development Guidelines and Design and Construction Standards”  Department of Ecology Surface Water Management Manual for Western Washington, December 2014  Washington State Department of Ecology Criteria for Sewage Works Design, August 2008  See Sheets DR-1 through DR-9 for drainage plans, DP-1 through DP-10 for drainage profiles, DD-1 for the pond plan, and DF-1 for the outfall site plan. Pump Station The existing stormwater pump station currently transports collected storm runoff and groundwater infiltration for the current project boundary from Phase II to the water quality pond on the south side of Strander Boulevard. The existing pump station will be upgraded to accommodate peak 25-year storm flow rates anticipated for the entire project area at the end of Phase III construction. The existing pumps will be retained and relocated to allow space for a third equally sized pump within the current wet well structure. Reconfiguration of the discharge manifold within the existing valve vault structure will require the placement of one new set of valves in line with the new pump. New controls and telemetry system and an expanded motor control center (MCC) will be installed per the City of Tukwila standards and incorporated into their system. The following standards will be used in the development of stormwater pump station design.  City of Tukwila’s Infrastructure Design and Construction Standards, 2010  2016 King County Surface Water Design Manual (KCSWDM), 2016 Groundwater will be separated from the existing stormwater system by means of a newly constructed underdrain system. A seal placed along the entire roadway will greatly reduce the volume of groundwater that would need to be consistently removed from the site. Low flows anticipated at the groundwater pump station will allow for a compact system to be installed with little construction impact. A wet well structure will be placed at the low collection point for the underdrain system. Two pumps will be located within the wet well to accommodate the wide range of estimated flows. These include a duty pump to provide transport at average flows of 5 gpm and a peaking pump to convey groundwater at a higher rate of 100 gpm if ever required. The pumps will run independently of each other with telemetry and controls installed in the existing stormwater pump station control building. All valves will be placed in-line within the wet well structure to reduce footprint and eliminate the need for a separate valve vault. A 3-inch force main will be constructed in the new roadway to transport groundwater from the new pump station to a discharge manhole that will be located near the existing water quality treatment pond. See Sheets PS -1 through PS-9 for groundwater and stormwater pump station design and upgrades. Existing Utilities Below is a list of utilities in the project vicinity.  PSE Transmission  PSE Distribution  Olympic/BP Petroleum Pipelines (12 inches and 14 inches)  King County Sanitary Sewer (36 inches)  Seattle Public Utility Water line (60 inches)  Fiber Optic in UPRR Right-of-Way  Verizon Fiber Optic  Sprint Fiber Optic  Level3 Fiber Optic  Fiber Optic in BNSF Right-of-Way  AT&T Fiber Optic  BNSF/Sound Transit Fiber Optic  Utilities in SR 181 Right-of-Way  Zayo Fiber Optic  Comcast Cable  PSE Gas  City Water Right-of-Way The needed right-of-way, permanent, and temporary easements are described below for each of the parcels/stakeholders. Strander Boulevard The public right-of-way along Strander Boulevard, West of UPRR, is 60 feet wide. In this segment, there is a 15-foot right-of-way reservation on both the north and south sides of Strander Boulevard. The right-of-way reservation will be purchased on both sides of the roadway as part of this project. Fast Food Restaurants On the south side of the roadway, additional right-of-way will need to be acquired from Jack in the Box along with temporary construction easements for the reconstruction of their driveway and frontage improvements. Configuration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington 6 April 2018 On the Taco Bell property, temporary construction easements will be acquired to modify the drainage system, reconstruct the driveway and drive-thru, reconstruct the sanitary sewer system, and make other minor changes to facilitate the project. The reconstruction of the Taco Bell drainage system will require rerouting the runoff to the west side of SR 181. A temporary construction easement may be needed on the west side of SR 181. PSE Parcels On each of the PSE parcels, on the north and south sides of Strander Boulevard, temporary construction easements to construct the driveway will be required. The fast food restaurants will use the new PSE driveways for access. This will require a permanent access easement at each PSE driveway. Both of the storm systems for the fast food restaurants will be routed through the driveway to Strander Boulevard. This will require a permanent drainage easement at each driveway. The King County sanitary sewer and the BP gas line needs to get relocated as part of the project. If these lines are relocated on the PSE properties, then a permanent utility easement will be required. Both of these utilities reside in existing utility easements, therefore, the project will need to acquire new utility easements for their relocations. A permanent utility easement will be required for the stormwater outfall pipe. UPRR Parcels A permanent easement will be required from UPRR for the new bridge. Temporary construction easements will also be required for the construction of the bridge and shoofly. Depending on the relocation of the King County sewer and BP gas line, permanent utility easements may be required. A permanent utility easement will be required for the stormwater outfall pipe. Sound Transit Parcel Property rights for the Strander Boulevard roadway were secured from Sound Transit in the form of an easement for street purposes. Temporary construction easements will be needed from Sound Transit for the construction of the Loop Road tie-in and associated drainage. It is assumed that a Memo of Understanding (MOU) or similar document will be needed to indicate that the construction of the loop road and associated drainage will be completed by the City of Tukwila, but Sound Transit will take ownership of these facilities at the end of the project. BNSF Parcels A permanent easement was obtained in Phase II for the BNSF bridge. It is assumed that the construction of the fourth foundation will be mostly contained within the existing easement. Temporary construction easements may be needed for permanent ground anchors. Depending on the relocation of the King County sewer and BP gas line, permanent utility easements may be required from BNSF. Kaiser Parcels Depending on the relocation of the King County sewer and BP gas line, permanent utility easements may be required from both Kaiser parcels. The reconstruction of the driveway will require a temporary construction easement from the southern Kaiser parcel. The reconstruction of the northwest ramp at Naches Avenue will require a temporary construction easement from the northern Kaiser property. A temporary access easement will be needed from the northern Kaiser parcel to route pedestrians to the Boeing property during construction. Boeing Parcels A temporary access easement will be needed to route pedestrians on the east side of BNSF, through the Boeing properties, during construction. Right-of-way areas are shown on Drawings RW-1 to RW-5. STRUCTURAL DESIGN Structural Design Several bridges, retaining walls, and a concrete seal will be required to construct the proposed roadway extension. The undercrossing structure design is based on a boat concept to keep out the high water table and allow for a deep undercrossing of the railroad right-of-way. The boat section will be constructed by drilling overlapping secant piles that will form the permanent watertight sides. A concrete seal will then be poured at the bottom to create a watertight structure. The three bridge types used for this project will have different design requirements based on the proposed use of the structure (pedestrian, automobile, or train). The following standards will be used in the development of the design of the structural elements.  Railroad Bridges  BNSF/UPRR Grade Separation Guidelines  AREMA  Project Geotechnical Design Report  Temporary Shoring Adjacent BNSF and UPRR Tracks  BNSF/UPRR Guidelines for Temporary Shoring published October 25, 2004  AREMA  Project Geotechnical Design Report  Vehicle and Pedestrian Bridges  AASHTO LRFD Bridge Design Specifications, 8th Edition, 2017 WSDOT Bridge Design Manual – M 23-50.17  AASHTO Guide Specifications for LRFD Seismic Bridge Design, 2nd Edition – 2011 with 2015 Interim Revisions Configuration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington 7 April 2018  Design Groundwater Level – 19.0 feet per Project Geotechnical Design Report  Design Groundwater Level during Construction – 19.0 feet per Project Geotechnical Design Report  Soil and Surcharge Loads – per Project Geotechnical Design Report  Factor of Safety against Buoyancy – Design Groundwater Level – per Project Geotechnical Design Report Geotechnical A preliminary geotechnical evaluation of the undercrossing can be found in the Geotechnical Report that was completed during the Phase II design process to be provided electronically. The design of the boat is based on balancing buoyancy forces from high water tables. The geologic conditions, as summarized in the geotechnical report, identify a deep layer of liquefiable soils (to approximately Elevation 0). These liquefaction effects essentially double the uplift buoyancy force at the onset of the earthquake and then downdrag the structure as the earthquake subsides and the soil pore-pressures dissipate. These liquefiable soils require the bottom of the seal to be at a minimum elevation of 0, where the seal could be otherwise reduced in thickness, and significantly increases the weight of the structure. Where the seal extends below these liquefiable soil layers, the seal thickness is designed for traditional buoyant forces and constructability. The foundation shaft lengths extend below the liquefiable layer into a stronger bearing layer. The exception to this design is at the bridge locations, where the shaft depths are increased to handle the additional structure and live loadings. At the UPRR Pier 2 location, the shafts are not required to be as deep as the abutments due to the interaction of the shafts and the seal creating a giant bearing surface. The BNSF bridge will use the same substructure as was constructed in Stander Phase II, see the Railroad Bridge section for details. Dewatering Due to the high water table, it is expected that there will be large amounts of dewatering. However, the construction techniques chosen for this project minimize this, and unlike Phase II, it is not expected that there will be constant global dewatering. If an economic value for dewatering is determined as the design progresses, then the feasibility of dewatering a larger region of the project will be vetted to ensure it is compatible with existing storm and discharge facilities. There will be some water from the shaft installation, but the excavation for the seal will be done from above the groundwater down into the wet. Once the seal is completed on each side of the shoofly, there will be a large dewatering effort to remove the water remaining in the seal, but since the seal will be watertight, it will be a short time period to empty the seal rather than maintain a globally low water level. The rate of dewatering can be controlled to meet local discharge requirements. At this time, the only item of work that will be completed from below the groundwater line is the construction of the BNSF fourth track foundation. To accommodate needed construction methods, the work area will need to be dewatered to approximately Elevation -1 feet as was done in Phase II. The current underdrain system will be left active with a storm bypass moving the water from the east of BNSF over the top of the excavation to a catch basin on the west. This will keep the groundwater at approximately Elevation 9 feet globally, and then the contractor would only need to dewater the final 10 feet locally. With existing shoring to the north and south of the excavation and temporary shoring parallel to the BNSF bridge to the west, local dewatering will keep the excavation dry enough to construct the reinforced pile-supported footing. This water will be pumped to baker tanks to be treated before going to the pond or other discharge locations. Construction Phasing Before the project begins, King County Sewer, PSE distribution lines, PSE transmission lines, and Olympic Pipeline will be relocated out of the construction area. The first task will be to install a casing under where the shoofly will be to allow dewatering to be transferred from the west side of UPRR to the east. Next, the shoofly will be constructed. This will require a temporary shoring wall to be installed to the east of UPRR and a surcharge to be placed on the shoofly before use. Due to sensitive utilities, a temporary bridge for construction access, lightweight fill for the shoofly over the utility, and three temporary walls will be placed to protect the Seattle Public Utilities (SPU) waterline from increased loading caused by the shoofly. The bridge will only support construction access vehicles and will not have any loading from the shoofly. The bridge over SPU will span the 30-foot right-of-way for the water line. Once the railroad is moved to the shoofly location, secant walls for the west side of UPRR (Stage 1) can be installed. When the secant walls are finished, the contractor will excavate and pour the seal resulting in a watertight structure to the west. As mentioned earlier, all seal excavation will be done from above the groundwater elevation down into the wet. Temporary shoring walls will be required to stage the seal construction so that an adequate amount of seal concrete can be brought in for each pour. This method of seal construction reduces the amount of dewatering required. When the seal is completed, the UPRR bridge and pedestrian bridges can be built. Once the UPRR bridge is built, the railroad can move back onto the main alignment, and the shoofly and temporary structures can be removed (except Wall T1) Once construction on the east side of UPRR (Stage 2) starts, access to Sound Transit from 27th will be closed. The contractor will excavate and use the dewatering techniques discussed earlier to construct the BNSF fourth track pile-supported spread footing and pier walls. These elements will integrate with the seal and retaining walls under the BNSF bridge to make the structure watertight. The Phase II roadway, subgrade, and underdrain will be removed within the limits of the seal once this bridge foundation is complete. This includes the removal of any section of roadway with quarry spalls within these limits. The Phase II construction area will be filled up with common borrow (or similar) to a minimum elevation of 20 feet to ensure the contractor is above the groundwater line for construction until project is sealed. This is required due to the previous excavation that occurred during Strander Phase II and the water table elevation that will return once the underdrain pumps are turned off. The secant piles will be installed for the rest of the job east of Wall T1, including the headwalls at the ends of the seal. Then soil improvements will be done in front of both existing retaining walls to the southeast and southwest of the BNSF bridge. Next, excavation will begin for the seal. The seal will be approximately 10 to 17 feet thick. This construction may be done in small sections using shoring walls, similar to the west side (Stage I) construction, for equipment to remain above the groundwater line. Configuration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington 8 April 2018 This excavation is assumed to be done in the wet without any significant dewatering needed until the seal is completed. After the seal is constructed, the roadway can be dewatered. For both stages, the water will need to be treated before being disposed of due to having high pH levels from sitting on the concrete. Once walls and seal are dewatered and determined to be watertight, the contractor can start installing utilities and the roadway section. This includes construction of the vehicular bridge for access to the Sound Transit Station and pedestrian bridge located along the Interurban Trail corridor. A topping slab will likely be added to the top of the seal for final grading and to accommodate utilities and other elements incorporated into the roadway section. RAILROAD Bridge The BNSF railroad bridge fourth track will only include construction of the foundations and piers. The foundation and walls for this bridge will be a pile supported footing with cast in place piers. This matches what was built in Phase II. The UPRR bridge will be constructed to have a completed substructure for two tracks, but only a single-track superstructure will be built as part of this project. The bridge at the abutments will sit on the same secant piles used for the boat walls. These secant piles will be deeper than the wall piles. For the middle pier, there will be a single row of secant piles supporting the intermediate (Pier 2) wall. The superstructure is steel-rolled girders with a ballast-supported rail system on top. The wall alignment and the Phase III westbound lanes of Strander Boulevard in this area are not parallel to the S-Line so that the bearings supporting the BNSF and UPRR bridges steel superstructure on the abutments and the bridge pier in the median of Strander Boulevard would be oriented perpendicular to the BNSF and UPRR track alignments, respectively. The UPRR bridge will have more than the required 16.5foot clearance along the road. However, at the edge of the UPRR right-of-way limits on the west side, assuming the same soffit depth is used, the minimum vertical clearance will be 4-inches short of the 16.5-foot required clearance. A future UPRR bridge constructed at these lines will have to be built up and over the boat structure constructed in this project. The pedestrian bridge will be supported on spread footings behind the secant pile walls, possibly pile- supported, and the superstructure will be a prefabricated steel through-bridge. Shoofly The existing UPRR track will be shooflied to the east of its existing location by approximately 43 feet to construct the UPRR underpass bridge. This shoofly will merge with existing tracks south of the UPRR bridge over Longacres Way. Total length of shooflies is approximately 2,200 feet, with about 1,100 feet north and south of Strander Boulevard. As discussed in the previous section, there will be lightweight fill within the shoofly prism at the SPU water line, as well as a bridge for construction access and some structural walls to reduce the footprint of the fill. Other walls may be required adjacent the Sound Transit Access road and at the PSE transmission station. Construction and deconstruction of the shoofly will come from the east side. PSE Transmission There are multiple power lines in the project area. There are five overhead transmission lines: three run east-west (E-W) and two run north-south (N-S). The first two E-W parallel overhead transmission lines run from Oakesdale Avenue to Naches Avenue. From Naches Avenue, the first E-W line, the northern aerial line, crosses over BNSF tracks/right-of-way to the west to eventually terminate at PSE’s transmission switchyard located on the southwest corner of Sound Transit’s property. From the switchyard, the transmission line goes underground and heads west, under the trail, through the north side of the Taco Bell parcel to the west side of SR 181. The underground portion of this line will need to be protected during the construction of the shoofly. The PSE crossing is shown on Drawing RR-3. The second E-W line, the southern aerial line, goes underground at the northwest corner of Naches Avenue. This underground line crosses to the south under Strander Boulevard to connect to two power vaults on the south side of the roadway. The underground lines head west to the southeast corner of the BNSF bridge, south along the east BNSF right-of-way, west under BNSF tracks, near the pond where the lines feed the pump station and continue west under UPRR to the substation. The third E-W line is located north of the SPU water line. This line heads west from Oakesdale Avenue, across BNSF, and across Sound Transit to the western side of UPRR where it continues south. The first N-S transmission line is located on the west side of the Interurban Trail. The second N-S transmission line is located in the middle the PSE parcels on steel poles. The T-shaped arm on the steel poles is approximately 20 feet wide. The project team is coordinating the construction phasing and the possible temporary relocation of some of the transmission lines with PSE. PSE Distribution There are three underground distribution power lines located east of the second N-S transmission line. These lines run N-S through the PSE parcels. There are underground power connections to Taco Bell and Jack in the Box. These power connections are fed from SR 181. As part of Phase II, PSE installed four 6-inch steel conduit behind the southern BNSF abutment. These lines connect to a vault on the west side of BNSF. This vault will need to be relocated to a higher elevation as part of this project. Olympic/BP Pipelines Located underground south of the above-mentioned first E-W transmission line are two petroleum pipe lines (12- and 14-inch steel pipes). Both the northern 12-inch and southern 14-inch gas lines turn south at the western edge of the PSE property. The 12-inch line turns west at the southern edge of the Jack in the Box property to go under the river. The 14-inch line continues south on the western edge of the PSE property. Both of these lines will need to be relocated for the construction of the project. The project team is coordinating the construction phasing and the relocation of these lines with BP. These Configuration and Design Standards for the Phase 3 Strander Boulevard Extension Project BergerABAM, A18.0085.00 City of Tukwila, Washington 9 April 2018 lines will need to be protected during construction of the shoofly. Conceptual layout of sanitary sewer is shown on Drawing UT-1. King County Sanitary Sewer (KCSS) Located south of the above-mentioned first E-W transmission line is a 36-inch reinforced concrete sanitary sewer pipe. This line will need to be relocated for the construction of the project. The project team is coordinating the construction phasing and relocation of this line with King County. This line will also need to be protected during construction of the shoofly. Conceptual layout of sanitary sewer is shown on Drawing UT-1. SPU Waterline A 60-inch pressurized water pipe is located approximately 550 feet to the north and parallel to Strander Boulevard. The water line resides in its own 30-foot right-of-way outside of the BNSF and UPRR rights- of-way. This pipe was constructed at least 40 years ago. The condition of this pipe is unknown. This line will also need to be protected during construction of the shoofly. The project team is coordinating the construction phasing with SPU. The SPU water line crossing at the shoofly is shown on Drawing RR-4. Fiber Optic in UPRR Right-of-Way Level3 Communications has fiber optic lines on the west side of the UPRR embankment, south of Strander. Approximately 200 feet north of Strander Boulevard, the line crosses to the east side of UPRR where the lines continue north. Sprint Communications has fiber optic lines running N-S on the east side of the UPRR embankment. Verizon Communications has two fiber optic lines running N-S on the east side of the UPRR embankment. A third aerial line is attached to PSE transmission poles on the west side of UPRR. Which set of poles is yet to be determined. Fiber Optic in BNSF Right-of-Way AT&T has fiber optic cables on the west side of the BNSF embankment. At the BNSF bridge, the lines are encased in a 6-inch rigid steel pipe that hangs from the bridge. Sound Transit and BNSF have fiber optic cable on the east side of the BNSF embankment. At the BNSF bridge, the Sound Transit and BNSF lines are encased in a 10-inch and 12-inch rigid steel pipe, respectively, that hang from the bridge The fiber optic lines on both sides of BNSF were installed as part of Phase II. Utilities in SR 181 Right-of-Way CenturyLink has underground conduit on the west side of SR 181. Lines cross to the east at the Strander Boulevard intersection. Service lines feed both Taco Bell and Jack in the Box. Zayo has a fiber optic duct bank on the east side of SR 181. AT&T leases space in this duct bank. Another Zayo duct bank is located in the center of the west leg of Strander Boulevard. This secondary duct bank connects to the eastern bank at a vault near the northeast corner of Strander Boulevard/SR 181. A PSE gas line runs on the east side of SR 181. This line connects to both Taco Bell and Jack in the Box. The City of Tukwila has a water main just west of the centerline of SR 181. There is a water service line on the west side of SR 181, under the sidewalk. This line serves Taco Bell and Jack in the Box. A 12-inch sanitary sewer line is located on the western side of SR 181. This line connects with the aforementioned 36-inch KCSS line on the south side of the Desimone Trust parcel located on the southwest corner of Strander Boulevard and SR 181. From the connection point, the line runs westerly under the Green River. All of the above-mentioned utilities are shown on Drawing EC-1 with more detailed information on Drawings EC-2 to EC-13. CONFIGURATION AND DESIGN STANDARDS FOR THE PHASE 3 STRANDER BOULEVARD EXTENSION PROJEC 30 Percent Submittal Plans CITY OF TUKWILA WEST VALLEY HIGHWAY TO SOUND TRANSIT TUKWILA STATION DEPARTMENT OF PUBLIC WORKS Prepared by: STRANDER BOULEVARD/SW 27TH ST EXTENSION PROJECT, PHASE 3, SEGMENT 1 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 1 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 1 _ G 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 G-1 AS SHOWN- - BEE NAS - STRANDER BOULEVARD EXTENSION PHASE 3 COVER SHEET - 4/25/18 4/25/18 1 186 feet 8004004000 scale END PROJECT STA "S" 25+35 BEGIN PROJECT STA "S" 14+00 S. 24 N., T 23 N, R. 4 E., W.M. S. 25 N., T 23 N, R. 4 E., W.M. NA C H E S A V E S W SW 27TH ST STRANDER BLVD VICINITY MAP GRAYS KLICKITAT CLARK KITTITAS LEWIS COWLITZ WAHKIAKUM SKAMANIA YAKIMA THURSTON PACIFIC HARBOR PIERCE FRANKLIN COLUMBIA BENTON WALLA WALLA ASOTIN GARFIELD GRANT ADAMS WHITMAN FERRY JAUN CHELAN MASON JEFFERSON KIT S A P KING CLALLAM ISL A N D SKAGIT DOUGLAS LINCOLN SPOKANE STEVENS SAN WHATCOM OKANOGAN PEND OREILLE PROJECT LOCATION AREA MAP La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 1 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 1 _ G 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 G-2 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 VICINTY MAP - 4/25/18 4/25/18 2 186 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 3 , 2 0 1 8 4 : 1 0 P M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 1 _ G 0 3 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 G-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAWING INDEX SHEET 1- 4/25/18 4/25/18 3 186 JB UPB RRSG RRSG U P R R U P R R B N S F B N S F G R E E N R I V E R NA C H E S A V E S W STRAN D E R B L V D W E S T V A L L E Y H W Y T U K W I L A S T A T I O N A C C E S S R D STRANDER BLVD 302 N: 169900.16 E: 1291425.37 EL: 29.3 132 N: 169867.15 E: 1293199.34 EL: 24.0 214 N: 170190.55 E: 1292130.11 EL: 36.4 ROW ROW R O W RO W RO W RO W R O W R O W RO W ROW ROWROW ROW S W 2 7 T H S T PSE WETLAND Q/R WETLAND A WETLAND B EXISTING PUMP STATION EXISTING DETENTION POND La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 1 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 1 _ G 0 4 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1.HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91, US SURVEY FOOT. 1.VERTICAL DATUM: NAVD88 2.BASIS OF BEARINGS: WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (4602), NAD83/91, US SURVEY FOOT (GRID) 3.PROJECT BENCHMARK: (1-ALLIANCE #302) SET MAGNAIL (1-ALLIANCE 302, ELEV = 29.31'). 4.FIELD WORK FOR THIS SURVEY WAS PERFORMED IN OCTOBER AND NOVEMBER OF 2017. MONUMENTS AND CONTROL POINTS SHOWN HEREIN WERE VISITED AND/OR SET IN NOVEMBER 2017. 5.ALL DISTANCES SHOWN ON THIS SURVEY ARE GROUND DISTANCES BASED UPON THE U.S. SURVEY FOOT. SURVEY NOTES 1" = 80' feet 16080800 scale 4/25/18 G-4 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 SURVEY CONTROL - 4/25/18 4/25/18 4 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 1 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 1 _ G 0 5 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y TEL T T JB P P SSCO CO ICB ICV W PIV W W JB W PM 0.00 0.00 TR CHANNELIZATION - DASHED CHANNELIZATION - FOG LINE CHANNELIZATION - DOUBLE YELLOW GROUND SHOT MAILBOX FLAG POLE BOLLARD BORE/POT HOLE WETLAND/OHW FLAG SIGN ROCK/BOULDER PARKING METER MONITORING WELL SURFACE MONUMENT CONTROL POINT IRON PIPE MONUMENT IN CASE HUB & TACK SCRIBED "X" BENCHMARK MAG NAIL STONE/SPIKE REBAR W/ CAP POWER PULL BOX POWER RISER POWER MANHOLE LIGHT POLE POWER CABINET TRANSFORMER POWER POLE POWER METER GROUNDING ROD GUY POLE GUY ANCHOR YARD/GROUND LIGHT POWER VAULT WATER VALVE POST INDICATOR VALVE WATER METER WATER MANHOLE WATER HOSE BIB FIRE HYDRANT FIRE DEPT CONNECTION WATER WELL WATER VAULT IRRIGATION METER IRRIGATION CONTROL VALVE IRRIGATION CONTROL BOX COMMUNICATION MANHOLE COMMUNICATION VAULT COMMUNICATION RISER COMMUNICATION CABINET GAS VAULT GAS VALVE GAS METER ROOF DRAIN STORM MANHOLE STORM CLEANOUT STORM CULVERT STORM CATCH BASIN SEWER MANHOLE SEWER CLEANOUT EVERGREEN/CONIFER TREE DECIDUOUS TREE RR CROSSING ONLY SYMBOL HOV LANE HANDICAP PARKING ARROW STRAIGHT RIGHT ARROW LEFT STRAIGHT RIGHT BICYCLE LANE ARROW LEFT STRAIGHT ARROW STRAIGHT ARROW RIGHT ARROW LEFT RIGHT ARROW LEFT TRAFFIC SIGNAL VAULT PEDESTRIAN SIGNAL TRAFFIC SIGNAL PULL BOX TRAFFIC SIGNAL LOOP TRAFFIC SIGNAL CABINET SIGNAL POLE W/ LUMINAIRE SIGNAL POLE BUILDING FINISH FLOOR ELEV UTILITY VAULT UTILITY POLE UTILITY PULL BOX CHANNELIZATION - RAISED MARKS CHANNELIZATION - SOLID UNDERGROUND COMM LINE OVERHEAD COMM LINE UNDERGROUND FIBER OPTIC LINE UNDERGROUND GAS LINE UNDERGROUND POWER LINE OVERHEAD POWER LINE ABANDONED SEWER LINE UNDERGROUND SEWER LINE ABANDONED STORM LINE UNDERGROUND STORM LINE UNDERGROUND WATER LINE TILDE (LINE CONTINUES) LEGEND EXISTING COMMUNICATION PULL BOX X X X FENCE RAILROAD TRACKS PARCEL LINE 1/4 SECTION LINE RIGHT-OF-WAY BRUSH LINE GRAVEL CONCRETE CURB EDGE OF PAVEMENT SECTION LINE PROPOSED DESCRIPTION JB P P ICB ICV W PIV W W EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION TEL T T SSCO CO JB W PM 0.00 TR 0.00 X X X GUARDRAIL HANDRAIL0 0 0 4/25/18 G-5 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 LEGEND AND ABBREVIATIONS SHEET 1- 4/25/18 4/25/18 5 186 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 1 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 1 _ G 0 6 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y LIST OF ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APWA AMERICAN PUBLIC WORKS ASSOCIATION AREMA "AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION" ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATB ASPHALT TREATED BASE AVE AVENUE AWS AMERICAN WELDING SOCIETY AWWA AMERICAN WATER WORKS ASSOCIATION BF BACK FACE BLVD BOULEVARD BMP BEST MANAGEMENT PRACTICES BNSF BURLINGTON NORTHERN STANTA FE RAILWAY BOT BOTTOM BTM BOTTOM BVCE BEGINNING VERTICAL CURVE ELEVATION BVCS BEGINNING VERTICAL CURVE STATION CB CATCH BASIN CESCL CERTIFIED EROSION AND SEDIMENT CONTROL LEAD CF CUBIC FEET CH CHORD CHBRG CHORD BEARING CIP CAST IN PLACE CL CENTERLINE CLR CLEAR CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO COMPANY CONC CONCRETE CONT CONTINUOUS COR CITY OF RENTON CS CURVE SPIRAL INTERCEPT CSBS CRUSHED SURFACING BASE COURSE CTRS CENTERS CY CUBIC YARD DI DUCTILE IRON DIA DIAMETER DIMS DIMENSION DIP DUCTILE IRON PIPE DWG DRAWING E EAST EA EACH EF EACH FACE EL ELEVATION ELEV ELEVATION EQ EQUAL ESC EROSION SEDIMENTATION CONTROL EST ESTIMATED EVCE ENDING VERTICAL CURVE ELEVATION EVCS ENDING VERTICAL CURVE STATION EW EACH WAY FF FRONT FACE FG FINISH GRADE FIG FIGURE FLG FLANGED FO FIBER OPTIC FRP FIBER REINFORCED PLASTIC FT FOOT FTG FOOTING FMSIB FREIGHT MOBILITY STRATEGIC INVESTMENT BOARD GA GAUGE GALV GALVANIZED GPM GALLONS PER MINUTE GR GRADE H HORIZONTAL HDPE HIGH-DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HORIZ HORIZONTAL HP HORSE POWER HR HOUR IE INVERT ELEVATION IN INCH INC INCORPORATED INCL INCLUDING INV INVERT KCRDCS "KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS" KSI KIPS PER SQUARE INCH L LENGTH LB/LBS POUND/POUNDS LBF POUNDS PER FOOT LF LINEAR FEET LS LUMP SUM LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT/MECHANICALLY RESTRAINED JOINT MM MILLIMETER N NORTH NE NORTHEAST NW NORTHWEST NGS NATIONAL GEODETIC SURVEY NO NUMBER NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NTS NOT TO SCALE NW NORTH WEST OC ON-CENTER OD OUTSIDE DIAMETER PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PI POINT OF INTERSECTION PPM PARTS PER MILLION PRC POINT OF REVERSE CURVE PSE PUGET SOUND ENERGY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENT PT POINT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RANGE R RIGHT R/W RIGHT-OF-WAY RD ROAD REINF REINFORCEMENT REQ'D REQUIRED RGS RIGID GALVANIZED STEEL ROW RIGHT-OF-WAY RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY RPM REVOLUTIONS PER MINUTE RR RAILROAD RT RIGHT S SOUTH SE SOUTHEAST SEC SECTION SF SQUARE FOOT/SQUARE FEET SW SOUTHWEST S.O.G.SLAB ON GRADE SCHED SCHEDULE SPEC SPECIFICATION SPCC "SPILL PREVENTION, CONTROL AND COUNTERMEASURE" SPU SEATTLE PUBLIC UTILITIES SS SANITARY SEWER SS STAINLESS STEEL ST STREET STA STATION STD STANDARD STR STIRRUP SW SOUTH WEST SWPPP STORMWATER POLLUTION PREVENTION PLAN SY SQUARE YARD T TANGENT T TOWNSHIP T&B TOP & BOTTOM TDH TOTAL DYNAMIC HEAD TMC TRAFFIC MESSAGE CHANNEL TYP TYPICAL UNO UNLESS NOTED OTHERWISE UPRR UNION PACIFIC RAILROAD V VERTICAL V VOLTAGE VC VERTICAL CURVE VERT VERTICAL W WEST W WATER WM WILLAMETTE MERIDIAN WQ WATER QUALITY WS WATER SURFACE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 4/25/18 G-6 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 LEGEND AND ABBREVIATIONS SHEET 2- 4/25/18 4/25/18 6 186 1.LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2.AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3.REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4.THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5.THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6.ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE-APPROVAL THE ENGINEER AND THE CITY OF TUKWILA. 7.ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8.CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9.CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10.PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11.ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12.REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13.RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. 14.CONSTRUCTION DRAWING SCALES ARE ACCURATE FOR FULL SIZE 34"X22" SHEETS ONLY. CITY OF TUKWILA STEVE CARSTENS 206-431-2446 CITY OF RENTON ABDOUL GAFOUR 425-430-7210 BERGERABAM NAOMI SELOVE 206-431-2279 RAIL AND TRANSIT BNSF TBD UPRR TBD SOUND TRANSIT JONATHAN H JACKSON 206-398-5272 FIBER OPTIC AT&T BROADBAND DAN MCGEOUGH 425-896-9830 CENTURYLINK JASON TESDAL 206-345-3488 COMCAST JERRY STEELE 253-288-7532 SPRINT STEVE SCHAUER 253-476-4159 OTHER UTILITIES OLYMPIC PIPE LINE COMPANY (BP) (12" & 14" FUEL) ERNEST FALCON 425-306-7521 24HR DISPATCH 206-386-1800 SEATTLE PUBLIC UTILITIES (60" WATER) RYAN MANNING 206-684-0127 KING COUNTY WASTEWATER (36" SS) MARK LAMPARD 206-477-5414 PSE GAS GLENN HELTON PSE POWER JASON AIREY 206-348-9637 GENERAL NOTES CONTACTS 1.ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. CONTRACTOR SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2.CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) AND THE ENGINEER PRIOR TO BEGINNING ANY WORK. 3.WORK IN ROADWAYS A.ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B.PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C.ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE PUBLIC WORKS DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D.FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN THE CONTRACTOR HAS PERMISSION FROM THE BUILDING OWNER AND THE PUBLIC WORKS DIRECTOR TO CLOSE AN ACCESS. E.ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE PUBLIC WORKS DIRECTOR. F.INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. CONSTRUCTION NOTES 1.THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2.BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3.BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4.ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5.FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6.FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A.PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B.STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C.BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. DURING THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 8. THE CONTRACTOR SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT-RELATED WORK. 9. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 10. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 11. THE CONTRACTOR SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE CONTRACTOR SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS. 12. THE CONTRACTOR SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A.NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B.OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C.MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D.REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E.INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. GRADING AND EROSION CONTROL NOTES 1.ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2.POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3.ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. UTILITY NOTES 1.ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE ADOPTED KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2.MARK ALL STORM DRAIN INLETS WITH “DUMP NO WASTE” AND EITHER “DRAINS TO STREAMS”, “DRAINS TO WETLANDS”, OR “DRAINS TO GROUNDWATER”, AS APPLICABLE. 3.DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. STORM DRAINAGE NOTES La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 1 : 3 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 1 _ G 0 7 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 G-7 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 GENERAL NOTES & UTILITY NOTES SHEET 1- 4/25/18 4/25/18 7 186 N A C H E S A V E S W B N S F U P R R STRANDER BLVD AL-2 AL-3 AL - 4 AL - 1 1 AL - 1 1 STRA N D E R B L V D AL-5 AL-6 AL-7 A L - 7 AL - 8 AL - 8 A L - 9 AL - 9 AL - 1 0 O A K E S D A L E A V E S W W V A L L E Y H W Y U P R R U P R R SW 27TH ST G R E E N R I V E R TUKWILA La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 1 : 3 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y RENTON TUKWILA RENTON 4/25/18 AL-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT KEY MAP - 4/25/18 4/25/18 8 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 0+00 1+00 2+00 3+00 4+00 5+00 STA "SW" 0+00.00 N 169572.70, E 1290917.44 C1 CURVE TABLE : ALIGNMENTS CURVE # C1 PI STATION "SW" 4+06.51 RADIUS 605.00' LENGTH 264.02' DELTA 25°00'11.79" TANGENT 134.14' PI (NE) 169799.56, 1291254.76 CONSTRUCTION CL "SW" LINE STRANDE R B L V D ROW ROW P C 2 + 7 2 . 3 7 P T 5 + 3 6 . 3 9 N56° 0 4 ' 3 9 . 9 7 " E 272.3 7 ' La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y M A T C H L I N E S T A " S W " 5 + 5 0 S E E S H E E T A L - 3 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 AL-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 1- 4/25/18 4/25/18 9 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 11+00 12+00 13+00 14+00 90 + 0 0 90 + 0 0 9 1 + 0 0 92 + 0 0 93 + 0 0 2+75 0+00 1+ 0 0 2+00 0+ 0 0 21 + 0 0 22 + 0 0 23 + 0 0 24 + 0 0 W V A L L E Y H W Y STRANDER BLVD U P R R 6+00 1 6 2 + 0 0 16 3 + 0 0 16 4 + 0 0 1 6 5 + 0 0 C2 STA "SW" 6+37.82= STA "V" 164+58.00 N 169836.09 E 1291487.49 STA "S" 10+00.92= STA "V" 164+60.26 N 169833.85 E 1291487.84 CONSTRUCTION CL "S" LINE CONSTRUCTION CL "V" LINE STA "I" 93+08.93= STA "S" 13+10.82 CONSTRUCTION CL "PN" LINE CONSTRUCTION CL "PS" LINE STA "US" 21+16.20= STA "S" 14+35.05 STA "PN" 0+00= STA "S" 12+59.92 N 169847.94 E 1291746.46 STA "PS" 0+00= STA "S" 12+62.92 N 169848.11 E 1291749.45 STA "PN" 2+75.00 N 170051.51, E 1291651.08 STA "I" 89+99.98 N 170117.08, E 1291721.37 CONSTRUCTION CL "I" LINE CONSTRUCTION CL "SW" LINE P S E ( I N T E R U R B A N T R A I L ) C 1 1 C 1 4 C 1 5 CURVE TABLE : ALIGNMENTS CURVE # C11 C2 C14 C15 PI STATION "PN" 2+04.22 "S" 13+03.35 "I" 91+05.96 "I" 90+36.50 RADIUS 50.00' 1000.00' 27.00' 27.00' LENGTH 77.98' 36.38' 33.86' 33.74' DELTA 89°21'11.44" 2°05'03.89" 71°50'36.59" 71°35'42.15" TANGENT 49.44' 18.19' 19.56' 19.47' PI (NE) 170052.13, 1291742.77 169850.31, 1291789.83 170058.59, 1291793.54 170080.57, 1291722.19 SHOOFLY ALIGNMENT SEE SHEETS XX-XX FOR GEOMETRY SHOOFLY ALIGNMENT SEE SHEETS XX-XX FOR GEOMETRY ROW R O W R O W ROW ROW PC 1 2 + 8 5 . 1 6 PT 1 3 + 2 1 . 5 4 ST 22+85.72 CS 22+05.72 PT 5 + 3 6 . 3 9 BP 89+99.98 PC 90+17.03 PC 9 0 + 8 6 . 4 0 PT 9 0 + 5 0 . 7 7 PT 91+20.25 15' ROW RESERVATION 15' ROW RESERVATION L4 N81° 04' 51.76"E 101.43' N86° 52' 49.80"E 284.24' N88° 57' 53.70"E 1049.83' S1 ° 0 2 ' 0 6 . 3 0 " E 33 6 . 0 0 ' N1 ° 0 2 ' 0 6 . 3 1 " W 15 4 . 7 8 ' S 8 ° 5 1 ' 2 4 . 1 5 " E 1 0 8 0 . 9 3 ' S1° 17' 00.74"E 17.05' S1 ° 0 2 ' 0 6 . 3 0 " E 33 6 . 0 0 ' S1 ° 0 2 ' 2 5 . 5 7 " E 11 0 . 1 5 ' S72° 5 2 ' 4 2 . 8 9 " E 35.63' S89° 36' 42.24"W 42.25' BP 0+00.00 PC 1+54.78 PT 2 + 3 2 . 7 5 EP 2 + 7 5 . 0 0 BP 0+00.00 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y KEY PLAN S E E S H E E T A L - 2 M A T C H L I N E S T A " S W " 5 + 5 0 MATCH LINE S T A " V " 1 6 5 + 0 5 SEE SHEET A L - 8 , V I E W B SEE SHEET A L - 9 , V I E W A MATCH LINE S T A " V " 1 6 1 + 7 5 MATCH LINE STA "US" 24+00 SEE SHEET AL-11 MA T C H L I N E S T A " S " 1 4 + 5 0 SE E S H E E T A L - 4 MATCH LINE STA "PS" 0+44 SEE SHEET AL-10, VIEW A 1" = 20' feet 4020200 scale 4/25/18 AL-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 2- 4/25/18 4/25/18 10 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 15 + 0 0 16 + 0 0 17+00 100+00 101+00 10 2 + 0 0 1 0 3 + 0 0 104+0 0 105+00 106+00 107+ 0 0 108 + 0 0 S T R A N D E R B L V D 0+00 1+00 2+00 STA "STP" 2+20.00 N 170078.32, E 1292243.46 STA "S" 17+02.37= STA "L" 104+91.27 STA "STP" 0+00= STA "S" 17+52.92 N 169858.43 E 1292239.33 STA "L" 108+65.90 N 170175.82, E 1292026.73 CONSTRUCTION CL "L" LINE CONSTRUCTION CL "S" LINE STA "L" 100+00= STA "S" 14+60.37 N 169853.15 E 1291946.82 C9 R=121.00 L=380.13 =180°00'00" N 169799.77 E 1292068.81 C16 CURVE TABLE : ALIGNMENTS CURVE # C9 C16 PI STATION "L" 106+37.26 "STP" 0+72.03 RADIUS 180.00' 500.00' LENGTH 131.11' 27.42' DELTA 41°44'01.64" 3°08'29.91" TANGENT 68.62' 13.71' PI (NE) 170003.48, 1292186.15 169930.45, 1292238.02 ROW CONSTRUCTION CL "STP" LINE PC 1 0 5 + 6 8 . 6 4 PC 1 0 0 + 5 5 . 5 7 P T 1 0 6 + 9 9 . 7 5 PT 1 0 4 + 3 5 . 7 0 PC 0 + 5 8 . 3 2 PT 0 + 8 5 . 7 4 ROW S1° 02' 06.30"E 55.57' N1° 02' 06.30"W 132.94' N42° 4 6 ' 0 7 . 9 4 " W 166 . 1 5 ' N1° 02' 06.30"W 58.32'N2° 06' 23.61"E 134.26' La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MATCH LINE STA "S" 17+80 SEE SHEET AL-5 MATCH LINE STA "S" 14+50 SEE SHEET AL-3 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 AL-4 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 3- 4/25/18 4/25/18 11 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 18+00 19+00 20+00 21+00 22+00 23+00 10 2 8 + 0 0 10 2 9 + 0 0 10 3 0 + 0 0 B N S F CONSTRUCTION CL "BNSF MT1" LINE STA "BNSF MT1" 1028+00.00 N 169780.50, E 1292297.05 STA "BNSF MT1" 1030+00.00 N 169980.36, E 1292304.40 STA "BNSF MT1" 1028+79.08= STA "S" 18+13.56 N 169859.53 E 1292299.96 CONSTRUCTION CL "S" LINE STRANDER BLVD ROW ROW RO W N2 ° 0 6 ' 2 0 . 1 2 " E 20 0 . 0 0 ' N88° 57' 53.70"E 1049.83' La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 2 3 + 4 0 SE E S H E E T A L - 6 SE E S H E E T A L - 4 MA T C H L I N E S T A " S " 1 7 + 8 0 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 AL-5 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 4- 4/25/18 4/25/18 12 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 24+00 25+00 26+00 27+0 0 28 + 0 0 2 9 + 0 0 NA C H E S A V E S W S W 2 7 T H S T CONSTRUCTION CL "S" LINE C3 C4 C5 CURVE TABLE : ALIGNMENTS CURVE # C3 C4 C5 PI STATION "S" 24+11.14 "S" 24+90.57 "S" 27+42.40 RADIUS 600.00' 600.00' 448.00' LENGTH 79.43' 79.43' 396.30' DELTA 7°35'06.20" 7°35'06.20" 50°40'59.19" TANGENT 39.77' 39.77' 212.17' PI (NE) 169870.32, 1292897.44 169882.24, 1292976.09 169886.79, 1293227.99 ROW ROW RO W RO W PC 2 3 + 7 1 . 3 7 PR C 2 4 + 5 0 . 8 0 PC C 2 5 + 3 0 . 2 3 PT 2 9 + 2 6 . 5 3 N88° 57' 53.70"E 1049.83' STRANDER BLVD La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MAT C H L I N E S T A " S " 2 8 + 5 0 SEE S H E E T A L - 7 SE E S H E E T A L - 5 MA T C H L I N E S T A " S " 2 3 + 4 0 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 AL-6 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 5- 4/25/18 4/25/18 13 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 37+00 34+00 35+00 36+00 CONSTRUCTION CL "S" LINE STA "S" 37+00.00 N 169370.63, E 1294001.39 SW 27TH ST C6 C6 ROW ROW P T 3 5 + 6 3 . 9 5 S89° 25' 05.31" E 136.05' 29+00 30+00 31+00 32+00 33+00 CONSTRUCTION CL "S" LINE SW 27TH ST C6 CURVE TABLE : ALIGNMENTS CURVE # C6 PI STATION "S" 33+87.17 RADIUS 442.00' LENGTH 378.51' DELTA 49°03'58.20" TANGENT 201.74' PI (NE) 169374.06, 1293663.62 C6 ROW ROW PT 2 9 + 2 6 . 5 3 PC 3 1 + 8 5 . 4 3 S40° 21' 07.11"E 258.91' La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SE E S H E E T A L - 6 MA T C H L I N E S T A " S " 2 8 + 5 0 SE E S H E E T A L - 7 , V I E W A MA T C H L I N E S T A " S " 3 3 + 5 0 S E E S H E E T A L - 7 , V I E W B M A T C H L I N E S T A " S " 3 3 + 5 0 PLAN - VIEW A SCALE: 1"=20'-0" PLAN - VIEW B SCALE: 1"=20'-0"1" = 20' feet 4020200 scale KEY PLAN 4/25/18 AL-7 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 6- 4/25/18 4/25/18 14 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 173+00 170+00 171+00 172+00 STA "V" 173+00.00 N 169010.14, E 1291631.62 CONSTRUCTION CL "V" LINE W VALLEY HWY C7 CURVE TABLE : ALIGNMENTS CURVE # C7 C8 PI STATION "V" 171+34.25 "V" 168+67.69 RADIUS 700.00' 1000.00' LENGTH 249.64' 173.08' DELTA 20°25'59.92" 9°55'00.31" TANGENT 126.16' 86.76' PI (NE) 169178.49, 1291636.50 169431.29, 1291550.57 ROW ROW S1° 39' 35.46"W 42.27' P C 1 7 0 + 0 8 . 0 9 PT 1 7 2 + 5 7 . 7 3 EP 1 7 3 + 0 0 . 0 0 165+00166+00167+00168+00 169+00 170+00 CONSTRUCTION CL "V" LINE W VALLEY HWY C8 ROW ROW S18° 46' 24.4 7 " E 54.08' S8° 51' 24.15"E 1080.93' PC 1 6 7 + 8 0 . 9 3 P T 1 6 9 + 5 4 . 0 1 P C 1 7 0 + 0 8 . 0 9 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y KEY PLAN S E E S H E E T A L - 3 M A T C H L I N E S T A " V " 1 6 5 + 0 5 S E E S H E E T A L - 8 , V I E W B M A T C H L I N E S T A " V " 1 7 0 + 3 0 M A T C H L I N E S T A " V " 1 7 0 + 3 0 S E E S H E E T A L - 8 , V I E W A PLAN - VIEW A SCALE: 1"=20'-0" PLAN - VIEW B SCALE: 1"=20'-0" 1" = 20' feet 4020200 scale 4/25/18 AL-8 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 7- 4/25/18 4/25/18 15 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 157+00158+00159+00160+00161+00 W VALLEY HWY CONSTRUCTION CL "V" LINE STA "V" 157+00.00 N 170585.05, E 1291370.79 ROW ROW S8° 51' 24.15"E 1080.93' BP 1 5 7 + 0 0 . 0 0 11+00 12+00 13+00 14+00 15+00 UPRR CONSTRUCTION CL "US" LINE SHOOFLY ALIGNMENT SEE SHEETS XX-XX FOR GEOMETRY TS 1 1 + 2 6 . 7 7 CS 1 5 + 0 7 . 7 4 SC 1 2 + 0 6 . 7 7 ROW ROW La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y KEY PLAN M A T C H L I N E S T A " V " 1 6 1 + 7 5 S E E S H E E T A L - 3 S E E S H E E T A L - 1 0 M A T C H L I N E S T A " U S " 1 5 + 6 0 PLAN - VIEW A SCALE: 1"=20'-0" PLAN - VIEW B SCALE: 1"=20'-0" 1" = 20' feet 4020200 scale 4/25/18 AL-9 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 8- 4/25/18 4/25/18 16 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 94+00 95 + 0 0 96+00 101+00 1+00 2+ 0 0 2+ 2 0 16+00 17+00 18+00 19+00 20+00 UPRR CONSTRUCTION CL "PS" LINE CONSTRUCTION CL "I" LINE STA "I" 96+36.80 N 169532.88, E 1291758.48 STA "PS" 2+19.99 N 169686.51, E 1291671.07 PSE (INTERURBAN TRAIL) C 1 0 C12 C13 CURVE TABLE : ALIGNMENTS CURVE # C10 C12 C13 PI STATION "PS" 1+60.15 "I" 95+66.91 "I" 94+77.96 RADIUS 50.00' 76.00' 76.00' LENGTH 78.54' 45.53' 42.30' DELTA 90°00'19.26" 34°19'38.75" 31°53'20.62" TANGENT 50.00' 23.47' 21.71' PI (NE) 169687.98, 1291752.36 169604.05, 1291754.16 169681.38, 1291800.35 SHOOFLY ALIGNMENT SEE SHEETS XX-XX FOR GEOMETRY TS 1 8 + 8 6 . 3 0 ST 1 5 + 8 7 . 7 4 SC 1 9 + 6 6 . 3 0 PC 1 0 0 + 5 5 . 5 7 EP 9 6 + 3 6 . 8 0 PC 9 4 + 5 6 . 2 5 PC 9 5 + 4 3 . 4 4 PT 9 4 + 9 8 . 5 5 PT 9 5 + 8 8 . 9 7 ROW ROW ROW S3° 28' 24.43"E 47.83' S1° 02' 06.30"E 336.00' S1° 02' 25.57"E 110.15' S3 0 ° 5 1 ' 1 4 . 3 2 " W 44. 8 8 ' PC 1 + 1 0 . 1 5 PT 1+88.69 EP 2+19.99 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " P S " 0 + 4 4 SE E S H E E T A L - 3 SE E S H E E T A L - 9 , V I E W B MA T C H L I N E S T A " U S " 1 5 + 6 0 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 AL-10 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 9- 4/25/18 4/25/18 17 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 30+00 31+00 31+90 UPRRCONSTRUCTIONCL"US" LINE SHOOFLY ALIGNMENT SEE SHEETS XX-XX FOR GEOMETRY ST 3 0 + 9 6 . 3 9 CS 3 0 + 1 6 . 3 9 ROW ROW 24+00 25+00 26+00 27+00 28+00 29+00 UPRR UPRR CONSTRUCTION CL "US" LINE SHOOFLY ALIGNMENT SEE SHEETS XX-XX FOR GEOMETRY TS 2 5 + 7 7 . 8 9 SC 2 6 + 5 7 . 8 9 ROW ROW ROW N0° 45' 27.80"W La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 2 _ A L 0 2 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " U S " 2 9 + 5 1 SE E S H E E T A L - 1 1 , V I E W B SE E S H E E T A L - 3 MA T C H L I N E S T A " U S " 2 4 + 0 0 SE E S H E E T A L - 1 1 , V I E W A MA T C H L I N E S T A " U S " 2 9 + 5 1 PLAN - VIEW A SCALE: 1"=20'-0" PLAN - VIEW B SCALE: 1"=20'-0" 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 AL-11 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ALIGNMENT LAYOUT SHEET 10- 4/25/18 4/25/18 18 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. W W W W W T T T T G G T S S S S S S SS S S SS S S S S W W W W W W W G G T T T W W W W W T T T T TG G G T O H P O H P O H P O H P O H P O H P SS SS SS SS SS SS SS SS SS SS SS SS S S SS G G G G G G G G G T T OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W G P P P P T T T T S S S S S S S S S S G R E E N R I V E R NWR REALTY LLC 2523049083 JACK IN THE BOX INC 2523049043 BC PARTNERS LLC 0005800037 WENDY'S COMPANY 0005800041 DESIMONE TRUST 2523049007 GRAND PRIX TUKWILA LLC 0005800006 LOC TRUONG 2523049027 PUGET SOUND ENERGY 2523049050 VIRK KARAMJIT S 2523049088 SOUTHCENTER GAS STATION LLC 0005800038 CITY OF TUKWILA 0005800033 CSM CORP 0005800005 PUGET SOUND ENERGY 2523049023 PUGET SOUND ENERGY 2523049023 BNSF 2523049022 SOUND TRANSIT 2523049087 PUGET SOUND ENERGY 0005800036 KAISER PERMANENTE OF WA 0886700270 RYAN-GHC TWO LLC 0886700100 KAISER PERMANENTE OF WA 0886700330 RYAN-GHC TWO LLC 0886700160 RYAN-GHC TWO LLC 0886700090 BNSF RAILWAY CO 0886700075 BNSF RAILWAY CO 0886700075 CITY OF SEATTLE SPU-WTR 0005800017 SOUND TRANSIT 0005800020 PUGET SOUND ENERGY 0005800008 CITY OF SEATTLE SPU-WTR 0005800017 UNION PACIFIC RAILROAD 2523049024 UNION PACIFIC RAILROAD 0005800009 BNSF 0005800007 CITY OF TUKWILA 2523049006 U P R R B N S F B N S F NA C H E S A V E S W STRAN D E R B L V D W E S T V A L L E Y H W Y T U K W I L A S T A T I O N A C C E S S R D WETLAND Q/R WETLAND A WETLAND B WETLAND C EXISTING PUMP STATION EXISTING DETENTION POND STRANDER BLVD S W 2 7 T H S T U P R R WETLAND H WETLAND I WETLAND J WETLAND N WETLAND K SPU 60" CONCRETE WATER LINE EXISTING BNSF/SOUND TRANSIT FIBER OPTIC WEST VALLEY HWY WATER AND GAS LINES 14" STEEL PETROLEUM PIPE 12" STEEL PETROLEUM PIPE EXISTING AT&T FIBER EXISTING SPRINT AND VERIZON FIBER EXISTING LEVEL3 FIBER EXISTING PSE TRANSMISSION LINE PSE OVERHEAD TRANSMISSION PSE OVERHEAD TRANSMISSION KING COUNTY METRO 36" SANITARY SEWER La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 80' feet 16080800 scale EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. LEGEND WETLAND 4/25/18 EC-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 1- 4/25/18 4/25/18 19 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD S D SD SD W W W W W W W W W W W P P P P P P P SD P P P P P P P T T T T T T T T JB JB JB UPB JBJB J B JB J B J B JB 12" CMP CULVERT IE=7.7' SDCB TYPE 1 RIM=30.26' 12" RCP (NW)=25.4' 8" RCP (NE)=25.5' 8" RCP (SE)=25.4' 6" RCP (SW)=26.1' SDCB TYPE 1 RIM=29.48' 12" RCP (SE)=24.8' 8" RCP (S)=24.8' 12" RCP (W)=24.6' SDMH TYPE 2 RIM=31.65' 12" RCP (NE)=20.5' 12" RCP (SW)=20.4' 12" RCP (SE)=20.5' SDMH TYPE 2 RIM=27.73' 12" RCP (NE)=20.3' 12" CMP (SW)=14.2' SDCB TYPE 1 RIM=29.60' 12" CMP (NE)=24.4' 12" CMP (SW)=24.4' 6" PVC (NW)=25.1' SDCB TYPE 1 RIM=29.21' 12" CMP (NE)=25.1' 12" CMP (SW)=25.1' 6" PVC (N)=25.5' STRANDER B L V D G R E E N R I V E R 1+00 2+00 3+00 4+00 5+00 CONSTRUCTION CL "SW" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S W " 5 + 4 0 SE E S H E E T E C - 3 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 2- 4/25/18 4/25/18 20 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T G G SD SD SD S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S D SD SD S D S D S D S D S D S S S S S S S S SS SS SS SS SS SS SDSD S S S S S S S S S S S S S S SD SD S D S D S D S D S D S D S D SD SD SD SD SD S D S D S D S D S D S D SD SD W W W WP P P P P P P P P W W W W W W W W W W W W W W P P P P P P P P P P T O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G G T T T P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P SD P P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W S S S D S D S D S D SD S D S D S D S D S D S D S D ALL STORM PIPES DRAINING HERE PER SURVEY IE'S. WHERE DOES STORM RUNOFF GO? SUPPOSED TO GO SOUTH. G G G G G G G P P P P SD SD G G T T T T T T TICV JB JB JB JB JB J B JB ICV JBJB JB P P MB W MWEL ICB TEL ICB ICB ICB J B J B J B J B JB JB MB ICV SSCO SSCO SSCO SSCO CO SSCO SSCO SSCO CO CO T 12" PVC Outlet IE=24.8' SDCB TYPE 1 RIM=28.90' 8" RCP (SW)=29.6' SDCB TYPE 1 RIM=30.26' 12" RCP (NW)=25.4' 8" RCP (NE)=25.5' 8" RCP (SE)=25.4' 6" RCP (SW)=26.1' SDCB TYPE 1 RIM=28.98' 12" CMP (NW)=25.5' 12" CMP (SW)=25.5' SDCB TYPE 1 RIM=28.90' 8" RCP (NW)=25.6' 12" RCP (SE)=25.5' SDCB TYPE 1 RIM=28.34' 6" PVC (NE)=26.2' 6" PVC (SE)=26.2' SDMH TYPE 2 RIM=29.35' 30" CMP (N)=25.4' 30" CMP (S)=25.5' SDMH TYPE 2 RIM=30.14' 30" CMP (N)=25.2' SDCB TYPE 1 RIM=28.61' 6" PVC (E)=26.3' 4" PVC (W)=26.4' SDCB TYPE 1 RIM=27.02' 12" ADS (NE)=23.1' 12" ADS (SE)=23.1' SDCB TYPE 1 RIM=26.90' 12" PVC (NW)=24.5' 12" PVC (S)=24.2' 12" RCP (W)=24.4' SDCB TYPE 1 RIM=26.77' 12" PVC (N)=24.5' 12" RCP (E)=24.6' 12" RCP (W)=24.6' SDCB TYPE 1 RIM=27.17' 12" RCP (N)=24.3' 12" RCP (S)=24.2' 12" RCP (W)=24.6' SDCB TYPE 1 RIM=27.44' 12" ADS (N)=24.4' SDCB TYPE 1 RIM=27.73' 12" RCP (E)=25.3' 12" RCP (W)=25.3' SDCB TYPE 1 RIM=26.75' 8" RCP (NE)=24.5' SDCB TYPE 2 RIM=28.80' 12" RCP (N)=26.3' 12" RCP (S)=26.3' SDCB TYPE 1 RIM=28.57' 12" RCP (N)=26.7' SDCB TYPE 1 RIM=27.76' 12" RCP (S)=24.8' SDCB TYPE 1 RIM=27.67' 12" RCP (N)=24.2' 12" RCP (SE)=24.3' 12" RCP (W)=24.2' SDCB TYPE 1 RIM=28.69' 12" RCP (W)=25.9' SDCB TYPE 1 RIM=29.15' 12" DI (S)=25.3' SDCB TYPE 1 RIM=28.93' 12" RCP (N)=25.8' 12" RCP (E)=25.8' SDCB TYPE 1 RIM=28.79' 12" RCP (S)=24.1' POSSIBLY ABANDONED SDCB TYPE 1 RIM=26.97' 8" RCP (E)=24.6' 6" CMP (SW)=24.8' SSMH TYPE 2 RIM=27.59' 8" PVC (N)=24.0' 8" PVC (SW)=24.1' SSMH TYPE 2 RIM=29.13' 8" PVC (NE)=23.7' 8" PVC (SE)=23.8' SSMH TYPE 2 RIM=29.30' 8" PVC (NW)=24.2' 8" PVC (SE)=24.3' GREASE TRAP SSMH TYPE 2 RIM=29.26' 12" RCP (N)=22.1' 12" RCP (S)=21.9' 8" RCP (W)=22.0' TACO BELL JACK IN THE BOX STRANDER BLVD W E S T V A L L E Y H W Y 1 6 3 + 0 0 16 4 + 0 0 16 5 + 0 0 1 6 6 + 0 0 6+38 6+00 CONSTRUCTION CL "V" LINE CONSTRUCTION CL "S" LINE CONSTRUCTION CL "SW" LINE 10+01 11+00 12+00 13+00 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 1 3 + 2 5 SE E S H E E T E C - 4 S E E S H E E T E C - 2 M A T C H L I N E S T A " S W " 5 + 4 0 SEE SHEET EC - 9 MATCH LINE S T A " V " 1 6 2 + 9 3 MATCH LINE S T A " V " 1 6 6 + 2 2 SEE SHEET E C - 1 0 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 3- 4/25/18 4/25/18 21 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. T X X X X X X X X X X X X X X X X X X SD S D SD SD SD SD SDS D S D S D SD SD SD P P PP P P X X X X X X X W W W W W W P P P P P P P O H P O H P O H P O H P O H P O H P O H P X X X X X X X X X X X X X X X X X X X X X X X X S D S D S D SD S D S D S D SS SS SS SS SS SS SS SS SS SS SS SD S D S D S D SD SD S D S D S D S D S D SD SD SD J B J B W W J B W MWEL RRSG RRSG JB JB W CO ICB JBJB JBJB 12" CMP CULVERT IE=22.5' SDCB TYPE 1 RIM=10.86' 8" ADS (W)=8.0' 8" ADS (E)=8.0' 8" ADS (S)=7.9' SDCB TYPE 1 RIM=11.04' 8" ADS (NW)=8.1' 8" ADS (SE)=8.1' SDCB TYPE 1 RIM=9.49' 12" ADS (SE)=6.3' SDCB TYPE 2 RIM=9.42' 12" ADS (NW)=5.3' 12" ADS (E)=4.1' 24" ADS (S)=-0.2'SDMH TYPE 2 RIM=13.01' 12" ADS (E)=4.1' 24" ADS (N) UNABLE TO DIP 24" ADS (NE) UNABLE TO DIP 24" ADS (SW)=-1.4' SUMP=-3.4' SDCB TYPE 1 RIM=10.17' 8" ADS (N)=7.1' 8" ADS (E)=7.1' SDMH TYPE 2 RIM=10.06' 8" ADS (W)=6.7' 8" ADS (E)=6.6' 12" ADS (SW)=5.9' SDCB TYPE 1 RIM=10.42' 8" ADS (W)=7.5' 8" ADS (NW)=7.6' 8" ADS (E)=7.6' SDCB TYPE 1 RIM=12.11' 8" ADS (N)=8.8' 8" ADS (E)=8.8' 8" ADS (S)=8.8' SDCB TYPE 1 RIM=18.17' 8" ADS (N)=15.3' 8" ADS (S)=15.3' RIM=17.97' 8" ADS (N)=15.5' 8" ADS (S)=15.5' SDCB TYPE 1 RIM=11.93' 8" ADS (N)=9.0' 8" ADS (SE)=9.0' 8" ADS (W)=9.0' SDCB TYPE 1 RIM=11.41' 8" ADS (NW)=8.5' 8" ADS (SE)=8.5' SDMH TYPE 2 RIM=29.47' 12" ADS (SW)=22.3' 12" ADS (N)=22.2' 12' ADS (S)=22.3' SDCB TYPE 1 RIM=26.75' 10" PVC (NW)=21.8' 36" RCP (S)=4.8' SSMH TYPE 2 RIM=29.03' 36" RCP (N)=5.0' 36" RCP (S)=5.1' STRANDER BLVD U P R R EXISTING PUMP STATION 10 0 + 0 0 1 0 1 + 0 0 102+ 0 0 103+0 0 10 4 + 0 0 105+00 1 0 6 + 0 0 CONSTRUCTION CL "S" LINE CONSTRUCTION CL "L" LINE 14+00 15+00 16+00 17+00 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 1 7 + 4 0 SE E S H E E T E C - 5 SE E S H E E T E C - 3 MA T C H L I N E S T A " S " 1 3 + 2 4 MATCH LINE SEE SHEET EC-12 MATCH LINE SEE SHEET EC-13 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-4 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 4- 4/25/18 4/25/18 22 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. T T T T T T T T T T T T P P P PP P P PPPPP PP P P P P P P P P P P P P W W W W T X X X X X X X X SD SD SD SD SDSDSDSDSDSD SD SD SD SDSDSD SD SD SD SD SD S D S D SD SD S D SD SD SD SD SD SD X X S D SD SD S D SD S D S D S D P P T T T T X X X X X X X X W W W W W W W W W W W W W W W W W W W W T T T T X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SDSD SDSD OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T TT P JB JB T JB T P JB JB JB JB JB JB JB JB ICV JB JB T ICV T JB P P P JB JB P P P P SDCB TYPE 1 RIM=24.47' 12" ADS (W)=20.9' SDCB TYPE 1 RIM=18.16' 12" ADS (W)=14.7' 12" ADS (E)=15.1' SDCB TYPE 1 RIM=25.96' 12" PVC (W)=23.3' 12" PVC (E)=23.3' SDCB TYPE 1 RIM=14.97' 8" ADS (W)=12.4' 8" ADS (E)=12.4' SDCB TYPE 1 RIM=11.83' 12" ADS (W)=6.4' 12" ADS (N)=6.6' 12" ADS (E)=6.5' SDCB TYPE 1 RIM=12.20' 8" ADS (W)=9.4' 8" ADS (E)=9.4' SDCB TYPE 1 RIM=11.84' 8" ADS (W)=8.7' 8" ADS (N)=8.8' 8" ADS (E)=8.8' SDCB TYPE 1 RIM=11.67' 8" ADS (W)=8.3' 8" ADS (N)=8.4' 8" ADS (E)=8.4' SDCB TYPE 1 RIM=13.08' 12" ADS (S)=7.6' SDCB TYPE 1 RIM=12.37' 8" ADS (W)=9.3' 8" ADS (E)=9.3' 8" ADS (S)=9.3' SDCB TYPE 1 RIM=15.70' 8" ADS (W)=12.5' 8" ADS (E)=12.5' SDCB TYPE 1 RIM=20.77' 8" ADS (W)=17.7' SDCB TYPE 1 RIM=12.26' 8" ADS (W)=8.7' 8" ADS (N)=8.9' 8" ADS (E)=8.7' 8" ADS (S)=8.6' SDCB TYPE 1 RIM=11.37' 8" ADS (W)=8.3' 8" ADS (E) 8" ADS (S)=8.2' SDCB TYPE 1 RIM=11.24' 8" ADS (W)=8.2' 8" ADS (E)=8.2' 8" ADS (NW)=8.3' 8" ADS (S) SDCB TYPE 1 RIM=11.32' 12" ADS (S)=6.1' SDCB TYPE 1 RIM=10.69' 8" ADS (W)=7.6' 8" ADS (E)=7.7' SDCB TYPE 1 RIM=10.11' 12" ADS (W)=4.9' 12" ADS (N)=4.9' 12" ADS (E)=4.9' SDCB TYPE 1 RIM=10.80' 8" ADS (W)=7.8' 8" ADS (N)=7.8' 8" ADS (E)=7.8' SDCB TYPE 1 RIM=10.83' 8" ADS (W)=7.9' 8" ADS (N)=7.9' 8" ADS (E)=7.9' SDCB TYPE 1 RIM=31.16' 6" ADS (W)=29.3' 6" ADS (E)=29.3' SDCB TYPE 1 RIM=26.95' 12" ADS (E)=23.5' SDCB TYPE 1 RIM=31.40' 6" PVC (W)=29.6' 6" PVC (E)=29.6' SDCB TYPE 1 RIM=20.14' 8" ADS (W)=17.5' SSMH TYPE 2 RIM=22.88' 36" RCP (W)=4.8' 36" RCP (E)=4.7' STRANDER BLVD B N S F CONSTRUCTION CL "S" LINE 18+00 19+00 20+00 21+00 22+00 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 2 2 + 3 0 SE E S H E E T E C - 6 MA T C H L I N E S T A " S " 1 7 + 4 0 S E E S H E E T E C - 4 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-5 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 5- 4/25/18 4/25/18 23 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. P P P P P P P P P P PPPPP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T G G G G G G G G G G G G G G G G G P P P P P T T T T SD SD SD W W W W W W W W W W T T T P P P P P P SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SD SD SD SD SD SD SD SD SD S D S D S D S S OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T S D JB JB TJB PP P JB JB ICV JBJB JB JB JB JB JB JB T JB JB JB T ICVICV JB ICB ICV JB ICV ICV SDCB TYPE 1 RIM=22.89' 12" RCP (SE)=19.9' SDCB TYPE 1 RIM=23.18' 12" ADS (N)=20.1' SDCB TYPE 1 RIM=26.66' 12" ADS (N)=23.7'SDMH TYPE 2 RIM=23.54' 18" DI (W)=20.0' 18" DI (SE)=20.0' 12" ADS (SW)=19.9' SDMH TYPE 2 RIM=27.01' 18" DI (E)=22.9' 12" ADS (S)=23.6' SDCB TYPE 1 RIM=26.45' 12" ADS (S)=22.7' 12" ADS (W)=22.7' SSMH TYPE 2 RIM=22.46' 36" RCP (W)=4.5' 36" RCP (E)=4.3' 12" PVC (S)=6.9' 36" RCP (W)=4.0' SSMH TYPE 2 RIM=25.82' 12" PVC (N)=6.9' 12" PVC (S)=7.3' 12" PVC (S)=12.5' SSMH TYPE 2 RIM=24.36' 12" RCP (N)=13.5' 12" RCP (S)=13.8' STRANDER BLVD SW 2 7 T H S T CONSTRUCTION CL "S" LINE 23+00 24+00 25+00 26+00 27+0 0 28 + 0 0 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 2 7 + 2 5 SE E S H E E T E C - 7 MA T C H L I N E S T A " S " 2 1 + 8 0 S E E S H E E T E C - 5 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-6 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 6- 4/25/18 4/25/18 24 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. P P W W W W W W W W T G G G G G G G P P P P P P P T T T T SD P P P P P P P P SD SD SD SD SD SD SD SD JB JB JB ICV SDCB TYPE 1 RIM=23.15' 12" ADS (NE)=19.9' SDCB TYPE 1 RIM=22.70' 12" RCP (NW)=19.6' 12" ADS (NE)=19.6' SDCB TYPE 1 RIM=22.89' 12" RCP (SE)=19.9' 12" ADS (N)=20.1' SDMH TYPE 2 RIM=23.54' 18" DI (W)=20.0' 18" DI (SE)=20.0' 12" ADS (SW)=19.9' SDMH TYPE 2 RIM=23.04' 18" DI (NW)=19.5' 18" DI (SE)=19.5' 12" ADS (SW)=17.3' SDMH TYPE 2 RIM=23.48' 18" DI (NW)=19.2' 12" ADS (NE)=19.8' 18" DI (SE)=19.2' 12" ADS (SW)=20.0' SW 27TH ST SW 2 7 T H S T CONSTRUCTION CL "S" LINE 27+00 28+00 29+00 30+00 31+00 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 3 1 + 8 5 SE E S H E E T E C - 8 M A T C H L I N E S T A " S " 2 7 + 2 5 S E E S H E E T E C - 6 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-7 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 7- 4/25/18 4/25/18 25 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. S W 2 7 T H S T CONSTRUCTION CL "S" LINE 3 2 + 0 0 33 + 0 0 34+0 0 35+00 36+00 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MAT C H L I N E S T A " S " 3 1 + 8 5 S E E S H E E T E C - 7 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-8 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 8- 4/25/18 4/25/18 26 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X T T T T T X X X X X X X S D S D S D S D S D S D S D S D SD SD SD S D SD SD SD SD S D S D S D S D S S S S S S S S S S S S S S S S S D S D S D W W W W W P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G T T T T T T T T P P P P P P P P P P P P P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G W W W S S P P P P P P P P P P P P P P P P P P JB P PIV W ICB ICB ICV ICV TEL ICV SDCB TYPE 1 RIM=29.27' 12" CMP (NW)=26.1' 12" CMP (SE)=26.1' 6" PVC (SW)=26.4' SDMH TYPE 2 RIM=29.80' 12" RCP (N)=25.7' 12" RCP (S)=25.7' SDCB TYPE 1 SDMH TYPE 2 RIM=27.91' 36" CMP (NE)=22.7' 12" PVC (SE)=22.8' SDCB TYPE 1 RIM=28.47' 12" PVC (NW)=25.6' 6" PVC (NE)=25.6' 6" PVC (SE)=25.6' 6" PVC (SW)=25.6' SDMH TYPE 2 RIM=27.91' 30" CMP (W)=24.7' 30" CMP (S)=24.9' 12" PVC (E) UNABLE TO DIP SDCB TYPE 1 RIM=28.36' 6" PVC (SW)=26.0' SDCB TYPE 1 RIM=28.79' 12" RCP (S)=24.1' 12" PVC Outlet IE=25.0' SDCB TYPE 1 RIM=26.97' 12" RCP (S)=24.4' SSMH TYPE 2 RIM=27.75' 8" PVC (N)=19.5' 8" PVC (S)=19.6' SSMH TYPE 2 RIM=29.13' 12" RCP (N)=22.5' 12" RCP (S)=22.4' 16 0 + 0 0 1 6 1 + 0 0 16 2 + 0 0 16 3 + 0 0 CONSTRUCTION CL "V" LINE W E S T V A L L E Y H W Y La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MATCH LINE S T A " V " 1 6 2 + 9 3 SEE SHEET EC - 3 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-9 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 9- 4/25/18 4/25/18 27 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W T T T T T G G G G G G G T T T T T SD S D S D S D S D S D S S S S S S SS SS SS SS S S S S S S S S S S S S S S S D P P P P P P W W G G G G G G G G G G P P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G P P P P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G S D S D S D S D S D S D S D S D S D SS SS SS S S P JB P P JB P J BP P P JB JB T P TEL TYPE 1 RIM=30.26' 12" RCP (NW)=25.4' 8" RCP (NE)=25.5' 8" RCP (SE)=25.4' 6" RCP (SW)=26.1' SDCB TYPE 1 RIM=28.90' 8" RCP (NW)=26.8' SDCB TYPE 1 RIM=26.75' 8" RCP (NE)=24.5' TYPE 1 RIM=28.69' 12" RCP (W)=25.9' SDCB TYPE 1 RIM=29.75' 12" RCP (E)=22.5' 12" RCP (S)=22.4' SDCB TYPE 1 RIM=28.06' 12" RCP (N)=23.0' 12" RCP (SE)=23.0' SDCB TYPE 1 RIM=27.68' 12" RCP (N)=23.6' 12" RCP (E)=23.6' 12" RCP (S)=23.5' SDCB TYPE 1 RIM=28.03' 12" RCP (N)=24.5' 12" RCP (S)=23.9' SDCB TYPE 1 RIM=26.23' 12" RCP (W)=23.9' SSMH TYPE 2 RIM=29.24' 8" RCP (NW)=19.7' 8" RCP (SW)=19.1' 8" RCP (W)=19.2' SSMH TYPE 2 RIM=29.11' 36" RCP (NW)=5.9' 36" RCP (S)=5.9' SSMH TYPE 2 RIM=27.99' 12" RCP (N)=8.7' 36" RCP (SE)=5.7' 36" RCP (SW)=5.9'SSMH TYPE 2 RIM=28.71' 36" RCP (E)=5.5' 36" RCP (SW)=5.7' 2" IP (N-S)=17.9' W E S T V A L L E Y H W Y 16 7 + 0 0 1 6 8 + 0 0 1 6 9 + 0 0 CONSTRUCTION CL "V" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SEE SHEET E C - 3 MATCH LINE S T A " V " 1 6 6 + 2 2 MATCH L I N E S T A " V " 1 6 8 + 8 5 SEE SHE E T E C - 1 1 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-10 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 10- 4/25/18 4/25/18 28 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X W W W W W W SD SD T T S S S S S S SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S SD G G G G G G G G G G G G P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G S D S D S D S D X P P P P P P P W W W W W T T T T T T T T T P P 6" PVC OUTLET IE=29.6' 18" DI OUTLET IE=21.4' 24" CMP CULVERT IE=24.3' 24" CMP CULVERT IE=23.8' SDCB TYPE 1 RIM=32.11' 6" PVC (W)=30.1' SDCB TYPE 1 RIM=33.76' 36" CMP (N)=22.0' 18" CMP STAND PIPE (W)=(TOP)31.0' (IE)+/-22.0' 12" CMP (W)=22.0' SDMH TYPE 2 RIM=32.50' 36" CMP (N)=21.1' 36" CMP (S)=21.0' SDCB TYPE 1 RIM=31.88' 12" RCP (N)=21.6' 36" CMP (S)=21.4' SDCB TYPE 1 RIM=29.75' 12" RCP (E)=22.5' 12" RCP (S)=22.4' SDCB TYPE 1 RIM=30.34' 12" RCP (N)=22.4' 12" RCP (W)=22.4' SSMH TYPE 2 RIM=32.20' 36" RCP (N)=5.6' 36" RCP (E)=5.6' SSMH TYPE 2 RIM=30.99' 12" RCP (NW)=11.9' 12" RCP (SE)=12.2' SSMH TYPE 2 RIM=31.79' 12" RCP (NW)=13.0' 12" RCP (SE)=13.1' SSMH TYPE 2 RIM=33.23' 12" RCP (NW)=13.4' 12" RCP (S)=13.5' SSMH TYPE 2 RIM=33.54' 12" RCP (N)=13.3' 12" RCP (S)=13.4' W E S T V A L L E Y H W Y G R E E N R I V E R 1 6 9 + 0 0 1 7 0 + 0 0 17 1 + 0 0 17 2 + 0 0 CONSTRUCTION CL "V" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SEE SHE E T E C - 1 0 MATCH L I N E S T A " V " 1 6 8 + 8 5 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-11 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 11- 4/25/18 4/25/18 29 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X T T T T T T T T T T P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S D S D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P J B JB J B J B J B SDCB TYPE 1 RIM=18.17' 8" ADS (N)=15.3' 8" ADS (S)=15.3' SDCB TYPE 1 RIM=22.27' 8" ADS (S)=19.0' SDCB TYPE 1 RIM=21.83' 8" ADS (S)=18.9' SDCB TYPE 1 RIM=17.97' 8" ADS (N)=15.5' 8" ADS (S)=15.5' SSMH TYPE 2 RIM=25.14' 12" RCP (N)=7.1' 12" RCP (S)=7.0' SSMH TYPE 2 RIM=25.53' 12" RCP (N)=6.1' 12" RCP (E)=6.1' SSMH TYPE 2 RIM=25.62' 12" RCP (W)=6.1' 36" RCP (E)=4.7' 36" RCP (S)=4.8' U P R R PSE TRANSMISSION YARD 1 0 8 + 6 6 1 0 6 + 0 0 1 0 7 + 0 0 1 0 8 + 0 0 CONSTRUCTION CL "L" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MATCH LINE SEE SHEET EC-4 MA T C H L I N E S E E S H E E T E C - 8 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-12 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 12- 4/25/18 4/25/18 30 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. SS SS SS SS SS P P P P P P P P P P P P P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD SD S S S S S S S S S S S S S S S S S D P 18" ADS Outlet IE=23.5' 40" CMP OUTLET IE=23.6' 40" CMP OUTLET IE=23.6' SDMH TYPE 2 RIM=32.02' 24" ADS (N)=23.8' 24" ADS (SW)=23.8' SDMH TYPE 2 RIM=26.00' 24" ADS (NE) 18" ADS (S) U P R R La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 3 _ E C . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MATCH LINE SEE SHEET EC-4 EXISTING CONDITION NOTES 1.ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) 48 HOURS MIN BEFORE DIGGING FOR LOCATION OF UTILITIES. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 EC-13 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 EXISTING CONDITIONS SHEET 13- 4/25/18 4/25/18 31 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. W T U P R R B N S F B N S F G R E E N R I V E R NA C H E S A V E S W STRAN D E R B L V D W E S T V A L L E Y H W Y STRANDER BLVD T U K W I L A S T A T I O N A C C E S S R D S W 2 7 T H S T WETLAND Q/R WETLAND A WETLAND B WETLAND C PUMP STATION POND X X PSE U P R R WETLAND H WETLAND I WETLAND J WETLAND K WETLAND N La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 4 _ S P 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 80' feet 16080800 scale 4/25/18 SP-1 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 OVERALL SITE PLAN - 4/25/18 4/25/18 32 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W JACK IN THE BOX TACO BELL W E S T V A L L E Y H W Y STRANDER B L V D TU K W I L A S T A T I O N A C C E S S R D U P R R NWR REALTY LLC 2523049083 JACK IN THE BOX INC 2523049043 BC PARTNERS LLC 0005800037 WENDY'S COMPANY 0005800041 DESIMONE TRUST 2523049007 PUGET SOUND ENERGY 2523049023 PUGET SOUND ENERGY 0005800036 UNION PACIFIC RAILROAD 2523049024 UNION PACIFIC RAILROAD 0005800009 PUGET SOUND ENERGY 0005800008 SOUND TRANSIT 2523049087 PUGET SOUND ENERGY 2523049050 CITY OF TUKWILA 2523049006 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 5 _ R W . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y KEY PLAN 1" = 40' feet 8040400 scale LEGEND RIGHT-OF-WAY ACQUISITION TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT UPRR TEMPORARY EASEMENT UPRR PERMANENT EASEMENT UPRR UTILITY EASEMENT PERMANENT UTILITY EASEMENT TEMPORARY ACCESS EASEMENT PERMANENT ACCESS EASEMENT BNSF UTILITY EASEMENT EXISTING PERMANENT BNSF EASEMENT MATCH LINE SEE SHEET RW-5 MA T C H L I N E S E E S H E E T R W - 2 MATCH LINE SEE SHEET RW-6 MATCH LINE SEE SHEET R W - 4 4/25/18 RW-1 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 RIGHT-OF-WAY AREAS SHEET 1- 4/25/18 4/25/18 33 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X T STRANDER BLVD SW 27 T H S T B N S F B N S F NA C H E S A V E BNSF 2523049022 KAISER PERMANENTE OF WA 0886700270 RYAN-GHC TWO LLC 0886700100 KAISER PERMANENTE OF WA 0886700330 RYAN-GHC TWO LLC 0886700090 BNSF RAILWAY CO 0886700075 BNSF RAILWAY CO 0886700075 BNSF 0005800007 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 5 _ R W . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y KEY PLAN 1" = 40' feet 8040400 scale LEGEND TEMPORARY CONSTRUCTION EASEMENT PERMANENT EASEMENT BNSF TEMPORARY EASEMENT BNSF PERMANENT EASEMENT EXISTING PERMANENT BNSF EASEMENT MA T C H L I N E S E E S H E E T R W - 1 MA T C H L I N E S E E S H E E T RW - 3 4/25/18 RW-2 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 RIGHT-OF-WAY AREAS SHEET 2- 4/25/18 4/25/18 34 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X W WEST VA L L E Y H W Y WEST VALLEY HWY LOC TRUONG 2523049027 PUGET SOUND ENERGY 2523049050 VIRK KARAMJIT S 2523049088 DESIMONE TRUST 2523049007 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 5 _ R W . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y KEY PLAN 1" = 40' feet 8040400 scale LEGEND TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT M A T C H L I N E S E E S H E E T R W - 1 S E E S H E E T R W - 5 M A T C H L I N E 4/25/18 RW-3 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 RIGHT-OF-WAY AREAS SHEET 3- 4/25/18 4/25/18 35 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X X X X X WEST VALLEY HWY UPRR PUGET SOUND ENERGY 2523049050 VIRK KARAMJIT S 2523049088 PUGET SOUND ENERGY 2523049023 CITY OF TUKWILA 2523049006 UNION PACIFIC RAILROAD 2523049024 VIRK KARAMJIT S 2523049088 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 5 _ R W . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y KEY PLAN 1" = 40' feet 8040400 scale LEGEND TEMPORARY CONSTRUCTION EASEMENT PERMANENT DRAINAGE EASEMENT UPRR TEMPORARY EASEMENT TEMPORARY ACCESS EASEMENT SEE SHEET RW-4 MATCH LINE MA T C H L I N E S E E S H E E T R W - 1 4/25/18 RW-4 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 RIGHT-OF-WAY AREAS SHEET 4- 4/25/18 4/25/18 36 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TUKWILA STATION ACCESS R D UPRR SOUTHCENTER GAS STATION LLC 0005800038 CSM CORP 0005800005 SOUND TRANSIT 2523049087 CITY OF SEATTLE SPU-WTR 0005800017 SOUND TRANSIT 0005800020 PUGET SOUND ENERGY 0005800008 CITY OF SEATTLE SPU-WTR 0005800017 UNION PACIFIC RAILROAD UNION PACIFIC RAILROAD 0005800009 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 5 _ R W . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y KEY PLAN 1" = 40' feet 8040400 scale LEGEND TEMPORARY CONSTRUCTION EASEMENT UPRR TEMPORARY EASEMENT SE E S H E E T R W - 1 MA T C H L I N E 4/25/18 RW-5 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 RIGHT-OF-WAY AREAS SHEET 5- 4/25/18 4/25/18 37 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD S D SD SD W W W W W W W W W W W P P P P P P P SD P P P P P P P T T T T T T T T JB 18" DECIDUO U S16" DECIDUO U S 12" DECIDUO U S JB JB UPB 22" DECIDUO U S 24" DECIDUO U S 24" DECIDUO U S 24" DECIDU O U S 12" DECIDUO U S 14" DECIDUO U S 16" DECIDUO U S 26" DECIDUO U S JBJB J B JB J B J B 48" DECIDUO U S JB 42" DECIDUO U S 16" DECIDUO U S 12" DECIDUO U S 6" DECIDUO U S 6" DECIDUO U S 33795 16" DECIDUO U S 12" DECIDU O U S ROW ROW STA "SW" 2+12.36 14.92' LT STA "SW" 2+22.56 16.53' RT STA "SW" 2+27.08 2.03' LT STA "SW" 2+27 2.25' RT CONSTRUCTION CL "SW" LINE 1 1 1 1+00 2+00 3+00 4+00 5+00 STRANDER B L V D G R E E N R I V E R DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. MA T C H L I N E S T A " S W " 5 + 4 0 S E E S H E E T D M - 2 KEY PLAN LEGEND REMOVE TRAFFIC ISLAND REMOVE PAINT LINE OR MARKERS CONSTRUCTION NOTES 1 REMOVE TRAFFIC SYMBOL La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 20' feet 4020200 scale 4/25/18 DM-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 1- 4/25/18 4/25/18 38 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T G G SD SD SD S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S D SD SD S D S D S D S D S D S S S S S S S S SS SS SS SS SS SS SDSD S S S S S S S S S S S S S S SD SD S D S D S D S D S D S D S D SD SD SD SD SD S D S D S D S D S D S D SD SD W W W WP P P P P P P P P W W W W W W W W W W W W W W P P P P P P P P P P T O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G G T T T P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P SD P P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W S S S D S D S D S D SD S D S D S D S D S D S D S D G G G G G G G P P P P SD SD G G T T T T T T T 8" DECIDUOUS 16" DECIDUOUS 14" DECIDUOUS ICV JB DECIDUOUS JB 12" DECIDUOUS JB JB JB J B JB ICV JBJB JB 18" DECIDUOUS P P 28" DECIDUOUS MB W MWEL ICB 14" DECIDUOUS 14" DECIDUOUS TEL ICB ICB ICB 12" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS 14" DECIDUOUS 12" DECIDUOUS 30" DECIDUOUS 26" DECIDUOUS J B J B J B J B JB JB DECIDUOUS 6" DECIDUOUS MB ICV 28" DECIDUOUS SSCO SSCO SSCO SSCO 24" DECIDUOUS 36" DECIDUOUS16" DECIDUOUS 16" DECIDUOUS 18" DECIDUOUS 24" DECIDUOUS CO SSCO SSCO SSCO CO CO T 33795 33797 TACO BELL JACK IN THE BOX W E S T V A L L E Y H W Y S A W S A W S A W S A W S A W SA W SAW SAW SAW X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S A W SAW X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ROW ROW R O W R O W R O W R O W 18BEGIN STA "V" 163+92.13 1.65' LT CONSTRUCTION CL "S" LINE CONSTRUCTION CL "V" LINE 17BEGINSTA "S" 12+34.30 39.19' LT 10 STA "S" 11+50.24 66.14' LT 10 STA "S" 12+16.53 79.42' LT 10 STA "S" 12+25.10 132.75' RT 10 STA "S" 12+02.65 131.55' RT 10 STA "S" 12+00.01 180.28' RT 10STA "S" 10+62.17 75.35' RT 10STA "S" 10+79.18 73.45' RT 10STA "S" 10+83.01 55.20' RT 10 STA "S" 11+98.64 55.18' RT 10STA "S" 12+27.25 61.32' RT10STA "V" 165+53 34.85' LT 10STA "V" 163+69.78 32.45' LT 1 1 11 1 12 12 12 12 12 12 12 12 12 12 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 15 5 6 6 6 11 7 7 3 8 8 9 9 9 9 11 13 13 13 1415 16 16 16 19 19 19 9 9 20 20 21 22 26 7 4 4 1 6 3 + 0 0 164+00 16 5 + 0 0 1 6 6 + 0 0 10+01 11+00 12+00 13+00 6+38 6+00 STRANDER BLVD 6 6 6 6 6 CONSTRUCTION NOTES 1 REMOVE TRAFFIC SYMBOL 2 REMOVE CEMENT CONCRETE CURB AND GUTTER 3 REMOVE AND RELOCATE SIGN ON NEW POST, SEE CHANNELIZATION AND SIGNING PLANS 4 REMOVE EXTRUDED CURB 5 REMOVE AND RELOCATE LUMINAIRE, SEE ILLUMINATION PLANS 6 REMOVE DRAINAGE STRUCTURE 7 REMOVE SANITARY SEWER STRUCTURE 8 REMOVE AND RELOCATE MAILBOX. SEE CHANNELIZATION PLANS, SIGNING PLANS AND ROADWAY DETAILS FOR NEW LOCATION 9 PROTECT DRAINAGE STRUCTURE 10 SAWCUT 11 FIRE HYDRANT TO BE RELOCATED, SEE DWG WA-1 12 REMOVE TREES 13 REMOVE SIGNAL POLE, SIGNAL HEADS, PEDESTRIAN POLES, AND ALL ASSOCIATED SIGNAL CONTROL CABINETS. SEE SPECIAL PROVISIONS FOR SALVAGE TO THE CITY. 14 UTILITY POLE TO BE REMOVED 15 PROTECT LUMINAIRE 16 PROTECT SANITARY SEWER STRUCTURE 17 REMOVE FENCE 18 REMOVE YELLOW TRAFFIC CURB 19 UTILITY TO BE RELOCATED, SEE UTILITY PLANS AND UTILITY CONSTRUCTION STAGING PLANS 20 PROTECT EXISTING GAS VALVE. ADJUST TO GRADE. 21 PROTECT EXISTING LANDSCAPE. RESTORE ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONDITION 22 DECOMMISION MONITORING WELL IN ACCORDANCE WITH WAC 173-160-460 26 PROTECT EXISTING TELECOMMUNICATIONS STRUCTURE. ADJUST TO GRADE. La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y S E E S H E E T D M - 1 M A T C H L I N E S T A " S W " 5 + 4 0 MA T C H L I N E S T A " S " 1 3 + 2 5 SE E S H E E T D M - 3 SEE SHEET DM - 9 MATCH LINE S T A " V " 1 6 2 + 9 3 MATCH LINE S T A " V " 1 6 6 + 2 2 SEE SHEET D M - 1 0 1" = 20' feet 4020200 scale KEY PLAN X X X X X X X X X X LEGEND REMOVE ASPHALT CONCRETE PAVEMENT REMOVE ASPHALT SIDEWALK REMOVE CEMENT CONCRETE SIDEWALK SEAL LIMITS - REMOVE ALL UNDERGROUND UTILITIES WITHIN LIMITS REMOVE PAINT LINE OR MARKERS SAWCUT UTILITY TO BE REMOVED SAW NOTE: JUNCTION BOXES AND OTHER ASSOCIATED POWER STRUCTURES WILL BE PROTECTED WHERE POSSIBLE. MORE DETAILS REGARDING POWER STRUCTURES WILL BE PROVIDED IN LATER SUBMITTALS. 4/25/18 DM-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 2- 4/25/18 4/25/18 39 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. T X X X X X X X X X X X X X X X X X X SD S D SD SD SD SD SDS D S D S D SD SD SD P P PP P P X X X X X X X W W W W W W P P P P P P P O H P O H P O H P O H P O H P O H P O H P X X X X X X X X X X X X X X X X X X X X X X X X S D S D S D SD S D S D S D SS SS SS SS SS SS SS SS SS SS SS SD S D S D S D SD SD S D S D S D S D S D SD SD SD J B J B W W J B W MWEL RRSG RRSG JB JB W CO ICB JBJB JBJB X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X RO W RO W U P R R 17BEGIN STA "S" 14+40.54 72.77' LT CONSTRUCTION CL "S" LINE CONSTRUCTION CL "L" LINE 3 14 24 16 6 23 23 6 5 5 5 5 2 2 25 6 6 25 2 10 0 + 0 0 1 0 1 + 0 0 102+ 0 0 103+0 0 10 4 + 0 0 10 5 + 0 0 1 0 6 + 0 0 14+00 15+00 16+00 17+00 23 6 22 6 6 6 6 6 6 6 6 STRANDER BLVD PUMP STATION. SEE PUMP STATION PLANS FOR DEMOLITION. 17 32 32 31 CONSTRUCTION NOTES 2 REMOVE CEMENT CONCRETE CURB AND GUTTER 3 REMOVE AND RELOCATE SIGN ON NEW POST, SEE CHANNELIZATION AND SIGNING PLANS 5 REMOVE AND RELOCATE LUMINAIRE, SEE ILLUMINATION PLANS 6 REMOVE DRAINAGE STRUCTURE 14 UTILITY POLE TO BE REMOVED 16 PROTECT SANITARY SEWER STRUCTURE 17 REMOVE FENCE 23 REMOVE BOLLARD 24 REMOVE GATE AND FENCING 25 REMOVE AND SALVAGE WATER METER TO COR 31 REMOVE GUARDRAIL 32 REMOVE GUARDRAIL ANCHOR La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 1 7 + 4 0 SE E S H E E T D M - 4 SE E S H E E T D M - 2 MA T C H L I N E S T A " S " 1 3 + 2 4 MATCH LINE SEE SHEET DM-12 MATCH LINE SEE SHEET DM-13 DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. X X X X X X X X X X LEGEND REMOVE ASPHALT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK REMOVE RAILROAD PRISM. SEE CONSTRUCTION PHASING PLANS. SEAL LIMITS - REMOVE ALL UNDERGROUND UTILITIES WITHIN LIMITS SAWCUT UTILITY TO BE REMOVED LIMITS OF CLEARING AND GRUBBING SAW KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 3- 4/25/18 4/25/18 40 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. T T T T T T T T T T T T P P P PP P P PPPPP PP P P P P P P P P P P P P W W W W T X X X X X X X X SD SD SD SD SDSDSDSDSDSD SD SD SD SDSDSD SD SD SD SD SD S D S D SD SD S D SD SD SD SD SD SD X X S D SD SD S D SD S D S D S D P P T T T T X X X X X X X X W W W W W W W W W W W W W W W W W W W W T T T T X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SDSD SDSD OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T T T T T T T T TT P JB JB T JB T P JB JB JB JB JB JB JB JB ICV JB JB T ICV T JB P P P JB JB P P P P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X RO W RO W B N S F B N S F 10 STA "S" 22+25.50 62.10' RT17BEGINSTA "S" 18+82.51 59.45' RT 17ENDSTA "S" 20+55.32 45.94' RT 17BEGINSTA "S" 20+72.05 0.80' LTCONSTRUCTIONCL"S" LINE 5 5 5 5 55 5 3 3 3 3 25 11 6 6 12 12 12 11 6 26 28 28 26 27 26 26 28 2826 26 22 3 18+00 19+00 20+00 21+00 22+00 26 3 26 26 6 6 6 6 6 6 6 6 6 6 6 6 6STRANDER BLVD 17 32 31 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 1 7 + 4 0 S E E S H E E T D M - 3 MA T C H L I N E S T A " S " 2 1 + 8 0 S E E S H E E T D M - 5 DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. X X X X X X X X X X LEGEND REMOVE ASPHALT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK SEAL LIMITS - REMOVE ALL UNDERGROUND UTILITIES WITHIN LIMITS SAWCUT UTILITY TO BE REMOVED LIMITS OF CLEARING AND GRUBBING SAW CONSTRUCTION NOTES 2 REMOVE CEMENT CONCRETE CURB AND GUTTER 3 REMOVE AND RELOCATE SIGN ON NEW POST, SEE CHANNELIZATION AND SIGNING PLANS 5 REMOVE AND RELOCATE LUMINAIRE, SEE ILLUMINATION PLANS 6 REMOVE DRAINAGE STRUCTURE 10 SAWCUT 11 FIRE HYDRANT TO BE RELOCATED, SEE DWG WA-1 12 REMOVE TREES 17 REMOVE FENCE 25 REMOVE AND SALVAGE WATER METER TO COR 26 PROTECT EXISTING TELECOMMUNICATIONS STRUCTURE. ADJUST TO GRADE. 27 PROTECT EXISTING ECOLOGY BLOCK WALL 28 PROTECT EXISTING BRIDGE PIERS AND ABUTMENTS. SEE STRUCTURAL PLANS. 31 REMOVE GUARDRAIL 32 REMOVE GUARDRAIL ANCHOR KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-4 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 4- 4/25/18 4/25/18 41 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. P P P P P P P P P P PPPPP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P W W W W W W W W W W W W W W W W W W W W T T T T T T T T T T T T T T T T T T T T T T T T T T G G G G G G G G G G G G G G G G G P P P P P T T T T SD SD SD W W W W W W W W W W T T T P P P P P P SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS SS SS SS SD SD SD SD SD SD SD SD SD S D S D S D S S OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T S D JB JB TJB PP P JB JB ICV JBJB JB JB JB JB JB JB T JB JB JB T ICVICV JB ICB ICV JB ICV ICV SA W S A W SAW SAW ROW ROW 18BEGINSTA "S" 25+99.49 7.01' LT 10STA "S" 22+50.46 62.52' RT CONSTRUCTION CL "S" LINE 10STA "S" 24+98.38 48.27' LT 10 STA "S" 24+70 30.42' RT 10STA "S" 25+06.27 32.97' LT 10 STA "S" 24+70 8.23' LT 10 STA "S" 24+75.40 27.52' LT 12 125 5 5 9 9 13 3 1 1 1 1 2 2 23+00 24+00 25+00 26+00 27+0 0 28 + 0 0 12 12 26 STRANDER BLVD SW 27TH S T NA C H E S A V E La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 2 1 + 8 0 S E E S H E E T D M - 4 MA T C H L I N E S T A " S " 2 7 + 2 5 SE E S H E E T D M - 6 DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. X X X X X X X X X X LEGEND REMOVE ASPHALT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDEWALK REMOVE PAINT LINE OR MARKER SAWCUT UTILITY TO BE REMOVED LIMITS OF CLEARING AND GRUBBING SAW CONSTRUCTION NOTES 1 REMOVE TRAFFIC SYMBOL 2 REMOVE CEMENT CONCRETE CURB AND GUTTER 3 REMOVE AND RELOCATE SIGN ON NEW POST, SEE CHANNELIZATION AND SIGNING PLANS 5 REMOVE AND RELOCATE LUMINAIRE, SEE ILLUMINATION PLANS 9 PROTECT DRAINAGE STRUCTURE 10 SAWCUT 12 REMOVE TREES 13 REMOVE SIGNAL POLE, SIGNAL HEADS, PEDESTRIAN POLES, AND ALL ASSOCIATED SIGNAL CONTROL CABINETS. SEE SPECIAL PROVISIONS FOR SALVAGE TO THE CITY. 18 REMOVE YELLOW TRAFFIC CURB 26 PROTECT EXISTING TELECOMMUNICATIONS STRUCTURE. ADJUST TO GRADE. KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-5 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 5- 4/25/18 4/25/18 42 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. P P W W W W W W W W T G G G G G G G P P P P P P P T T T T SD P P P P P P P P SD SD SD SD SD SD SD SD JB JB JB ICV ROW ROW 18ENDSTA "S" 30+34.71 25.93' LT CONSTRUCTION CL "S" LINE 1 27+00 28+00 29+00 30+00 31+00 SW 27TH ST La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y M A T C H L I N E S T A " S " 2 7 + 2 5 S E E S H E E T D M - 5 MA T C H L I N E S T A " S " 3 1 + 8 5 S E E S H E E T D M - 7 CONSTRUCTION NOTES 1 REMOVE TRAFFIC SYMBOL 18 REMOVE YELLOW TRAFFIC CURB DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. LEGEND REMOVE PAINT STRIPE LINE OR MARKER KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-6 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 6- 4/25/18 4/25/18 43 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. ST R A N D E R B L V D ROW ROW 1 CONSTRUCTION CL "S" LINE 1 1 1 3 2 + 0 0 33 + 0 0 34+0 0 35+00 36+00 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MAT C H L I N E S T A " S " 3 1 + 8 5 S E E S H E E T D M - 6 DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. CONSTRUCTION NOTES 1 REMOVE TRAFFIC SYMBOL KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-7 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 7- 4/25/18 4/25/18 44 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 159+00 STA "V" 158+72.73 2.36' LT STA "V" 158+72.73 13.36' LT STA "V" 158+72.73 24.23' LT R O W ROW ROW La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. MATCH LINE S T A " V " 1 5 9 + 8 3 SEE SHEET D M - 9 KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-8 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 8- 4/25/18 4/25/18 45 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X T T T T T X X X X X X X S D S D S D S D S D S D S D S D SD SD SD S D SD SD SD SD S D S D S D S D S S S S S S S S S S S S S S S S S D S D S D W W W W W P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G T T T T T T T T P P P P P P P P P P P P P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G W W W S S P P P P P P P P P P P P P P P P P P JB P PIV W ICB ICB ICV ICV TEL 36" EVERGREEN28" CEDAR ICV 24" CEDAR 48" CEDAR 34452 W E S T V A L L E Y H W Y W E S T V A L L E Y H W Y X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S A W S A W S A W SAW SAW S A W S A W S A W SAW SAW SAW S A W SAW X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R O W R O W R O W R O W 18ENDSTA "V" 161+87.38 1.54' LT STA "V" 161+74.47 22.17' RT STA "V" 161+74.46 33.52' RT 17END STA "S" 12+40.68 245.91' LT 10 STA "S" 12+43.02 256.27' LT 10 STA "S" 12+55.11 256.00' LT CONSTRUCTION CL "V" LINE 10 STA "S" 11+98.42 230.65' LT 10STA "S" 12+19.81 182.34' LT 10 STA "S" 11+96.25 183.11' LT 10STA "V" 162+14.88 55.47' RT 10STA "V" 162+14.63 33.90' LT 10STA "V" 162+41.92 152.28' LT 10STA "V" 162+31.26 150.85' LT 10STA "V" 162+12.91 71.01' LT 10STA "V" 162+04.62 35.02' LT 10STA "V" 162+04.88 55.50' RT 1 1 3 3 15 6 9 9 5 9 3 3 3 16 9 9 9 15 15 15 21 21 21 9 4 4 160+00 1 6 1 + 0 0 162+00 1 6 3 + 0 0 CONSTRUCTION NOTES 1 REMOVE TRAFFIC SYMBOL 3 REMOVE AND RELOCATE SIGN ON NEW POST, SEE CHANNELIZATION AND SIGNING PLANS 4 REMOVE EXTRUDED CURB 5 REMOVE AND RELOCATE LUMINAIRE, SEE ILLUMINATION PLANS 6 REMOVE DRAINAGE STRUCTURE 9 PROTECT DRAINAGE STRUCTURE 10 SAWCUT 15 PROTECT LUMINAIRE 16 PROTECT SANITARY SEWER STRUCTURE 17 REMOVE FENCE 18 REMOVE YELLOW TRAFFIC CURB 21 PROTECT EXISTING LANDSCAPE. RESTORE ALL DISTURBED AREAS TO PRE-CONSTRUCTION CONDITION La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MATCH LINE S T A " V " 1 6 2 + 9 3 S E E S H E E T D M - 2 DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. X X X X X X X X X X LEGEND REMOVE ASPHALT CONCRETE PAVEMENT REMOVE ASPHALT SIDEWALK REMOVE PAINT LINE OR MARKER SAWCUT UTILITY TO BE REMOVED LIMITS OF CLEARING AND GRUBBING SAW SEE SHEET D M - 8 MATCH LINE S T A " V " 1 5 9 + 8 3 KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-9 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 9- 4/25/18 4/25/18 46 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W W W W W W T T T T T G G G G G G G T T T T T SD S D S D S D S D S D S S S S S S SS SS SS SS S S S S S S S S S S S S S S S D P P P P P P W W G G G G G G G G G G P P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G P P P P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G S D S D S D S D S D S D S D S D S D SS SS SS S S P JB P P JB P J BP P P JB JB T P EVERGREEN EVERGREEN 20" CEDAR14" CEDAR 20" DECIDUOUS 18" CEDAR TEL W E S T V A L L E Y H W Y X X X X X SAW X X X X X X X X X X X X X X X X R O W R O W STA "V" 166+44.83 21.21' RT STA "V" 166+44.88 2.13' LT STA "V" 166+44.85 13.99' LT STA "V" 166+44.82 24.99' LT 10 STA "S" 12+48.51 290.28' RT 10 STA "S" 12+60.44 290.20' RT CONSTRUCTION CL "V" LINE 10 STA "S" 12+00.01 180.28' RT 5 6 11 9 4 16 7 + 0 0 1 6 8 + 0 0 1 6 9 + 0 0 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SEE SHEET D M - 2 MATCH LINE S T A " V " 1 6 6 + 2 2 MATCH L I N E S T A " V " 1 6 8 + 8 5 SEE SHE E T D M - 1 1 DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. X X X X X X X X X X LEGEND REMOVE ASPHALT CONCRETE PAVEMENT REMOVE ASPHALT SIDEWALK REMOVE PAINT LINE OR MARKER SAWCUT UTILITY TO BE REMOVED LIMITS OF CLEARING AND GRUBBING SAW CONSTRUCTION NOTES 1 REMOVE TRAFFIC SYMBOL 4 REMOVE EXTRUDED CURB 5 REMOVE AND RELOCATE LUMINAIRE, SEE ILLUMINATION PLANS 6 REMOVE DRAINAGE STRUCTURE 9 PROTECT DRAINAGE STRUCTURE 10 SAWCUT KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-10 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 10- 4/25/18 4/25/18 47 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X W W W W W W SD SD T T S S S S S S SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S SD G G G G G G G G G G G G P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G S D S D S D S D X P P P P P P P W W W W W T T T T T T T T T P P 12" EVERGREEN12" Evergreen 20" EVERGREEN 10" EVERGREEN12" EVERGREEN 20" EVERGREEN 10" EVERGREEN 12" EVERGREEN 10" EVERGREEN 10" EVERGREEN 12" EVERGREEN 48" DECIDUOUS 14" DECIDUOUS 14" DECIDUOUS 20" DECIDUOUS 18" DECIDUOUS 36" DECIDUOUS 14" DECIDUOUS 30" DECIDUOUS 20" DECIDUOUS 14" DECIDUOUS 48" DECIDUOUS W E S T V A L L E Y H W Y X X X X X X X X X X X X X X X X X X R O W R O W CONSTRUCTION CL "V" LINE 12 12 12 12 11 17 9 16 6 1 6 9 + 0 0 1 7 0 + 0 0 17 1 + 0 0 17 2 + 0 0 G R E E N R I V E R La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SEE SHE E T D M - 1 0 MATCH L I N E S T A " V " 1 6 8 + 8 5 DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. X X X X X X X X X X LEGEND UTILITY TO BE REMOVED LIMITS OF CLEARING AND GRUBBING CONSTRUCTION NOTES 6 REMOVE DRAINAGE STRUCTURE 9 PROTECT DRAINAGE STRUCTURE 11 FIRE HYDRANT TO BE RELOCATED, SEE DWG WA-1 12 REMOVE TREES 16 PROTECT SANITARY SEWER STRUCTURE 17 REMOVE FENCE KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-11 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 11- 4/25/18 4/25/18 48 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X T T T T T T T T T T P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S D S D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS OHP OHP OHP OHP OHP OHP OHP G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P J B JB J B J B J B 12" DECIDUOUS 12" DECIDUOUS 10" DECIDUOUS 16" DECIDUOUS 10" DECIDUOUS 24" DECIDUOUS 18" DECIDUOUS 16" DECIDUOUS16" DECIDUOUS 12" DECIDUOUS16" DECIDUOUS 12" DECIDUOUS 12" DECIDUOUS 16" DECIDUOUS 16" DECIDUOUS 24" DECIDUOUS 12" DECIDUOUS 16" DECIDUOUS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SAW X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X U P R R 17END STA "L" 106+69.73 95.11' RT 10 STA "L" 106+65.98 96.93' RT 10 STA "L" 106+63.89 101.78' RT 10 STA "L" 108+65.81 13.51' LT 10 STA "L" 108+65.73 13.55' RT 17END STA "S" 15+24.04 322.03' LT 17ENDSTA "S" 15+53.28 342.70' LT CONSTRUCTION CL "L" LINE 16 16 5 5 5 3 3 3 3 3 6 6 6 6 5 5 2 108+66 1 0 6 + 0 0 1 0 7 + 0 0 1 0 8 + 0 0 T U K W I L A S T A T I O N A C C E S S R D RO W RO W 17 17 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MATCH LIN E S T A " L " 1 0 6 + 0 0 SEE SHEE T D M - 3 DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. X X X X X X X X X X LEGEND REMOVE ASPHALT CONCRETE PAVEMENT REMOVE CEMENT CONCRETE SIDWALK SAWCUT UTILITY TO BE REMOVED LIMITS OF CLEARING AND GRUBBING SAW CONSTRUCTION NOTES 2 REMOVE CEMENT CONCRETE CURB AND GUTTER 3 REMOVE AND RELOCATE SIGN ON NEW POST, SEE CHANNELIZATION AND SIGNING PLANS 5 REMOVE AND RELOCATE LUMINAIRE, SEE ILLUMINATION PLANS 6 REMOVE DRAINAGE STRUCTURE 10 SAWCUT 16 PROTECT SANITARY SEWER STRUCTURE 17 REMOVE FENCE KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-12 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 12- 4/25/18 4/25/18 49 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. SS SS SS SS SS P P P P P P P P P P P P P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SD SD S S S S S S S S S S S S S S S S S D P U P R R RO W RO W RO W 9 9 17 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 6 _ D M . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MATCH LINE SEE SHEET DM-3 DEMOLITION NOTES 1.DEMOLITION TO BE PHASED IN ACCORDANCE WITH CONTRACTOR'S CONSTRUCTION SEQUENCING PLAN. 2.SAWCUT SIDEWALK PANEL AT THE NEAREST CONTRACTION/EXPANSION JOINT. 3.PROTECT ALL EXISTING OVERHEAD POWER POLES UNLESS NOTED OTHERWISE. 4.WATER TO BE PUMPED FROM POND BEFORE DEMOLITION WORK BEGINS. SEE CONSTRUCTION PLANS. CONSTRUCTION NOTES 9 PROTECT DRAINAGE STRUCTURE 17 REMOVE FENCE KEY PLAN 1" = 20' feet 4020200 scale 4/25/18 DM-13 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DEMOLITION PLAN SHEET 13- 4/25/18 4/25/18 50 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 3 0 3 0 2 9 30 29 2 9 29 26 26 25 30 26 27 28 29 31 2 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6 4 + 0 0 16 5 + 0 0 6+38 6+00 TACO BELL JACK IN THE BOX W E S T V A L L E Y H W Y 152025 1112131416171819212223242627282 9 15 20 25 111213141617181921222324262728 29 20 17 18 19 21 22 20 1 7 1 8 19 21 22 31 32 33 34 31 32 33 STRANDER BLVD 10+01 11+00 12+00 13+00 14+00 N O R T H D R I V E W A Y S O U T H D R I V E W A Y PEDESTRIAN BRIDGE UPRR BRIDGECONSTRUCTIONCL"S" LINE CONSTRUCTION CL "V" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 7 _ G R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y GRADING NOTES 1.FINISHED GRADE SHOWN. 2.SEE STRUCTURAL SHEETS FOR WALL PLANS AND DETAILS. 3.SEE SHEET JB-1 FOR JACK IN THE BOX GRADING. 4.SEE SHEET TB-1 FOR TACO BELL GRADING. MA T C H L I N E S T A " S " 1 4 + 0 0 SE E S H E E T G R - 2 1" = 20' feet 4020200 scale KEY PLAN LEGEND CONCRETE SIDEWALK STRUCTURAL WALL 4/25/18 GR-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 GRADING PLAN SHEET 1- 4/25/18 4/25/18 51 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 27 28 29 27 28 2 7 27 27 25 26 27 28 24 X X X X X X X X X X X X X X X 10 0 + 0 0 1 0 1 + 0 0 102+ 0 0 103+0 0 10 4 + 0 0 105+00 1 0 6 + 0 0 1010 11 1 2 1 0 10 1 5 1 1 1 2 1 3 1 4 1 6 1 7 18 28 28 29 20 18 19 10 15 20 25 3 0 11 12 13 14 16 17 18 19 21 22 23 24 26 27 28 2 9 3 1 3 2 3 3 2 7 28 29 STRANDER BLVD 14+00 15+00 16+00 17+00 18+00 19+00 UPRR BRIDGE VEHICULAR BRIDGE BNSF BRIDGE PUMP STATION ACCESS RAMP POND ACCESS RAMP CONSTRUCTION CL "S" LINE CONSTRUCTION CL "L" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 7 _ G R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 1 9 + 0 0 SE E S H E E T G R - 3 SE E S H E E T G R - 1 MA T C H L I N E S T A " S " 1 4 + 0 0 SEE SHEET GR-5 MATCH LINE STA "L" 106+00 MATCH LINE SEE SHEET DD-1 GRADING NOTES 1.FINISHED GRADE SHOWN. 2.SEE STRUCTURAL SHEETS FOR WALL PLANS AND DETAILS. 3.SEE SHEET DD-1 FOR POND GRADING. 1" = 20' feet 4020200 scale KEY PLAN LEGEND CONCRETE SIDEWALK STRUCTURAL WALL 4/25/18 GR-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 GRADING PLAN SHEET 2- 4/25/18 4/25/18 52 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 22 2323 2 3 24 25 22 23 24 26 27 27 28 X X X X X X X X T 1 5 2 0 2 5 1 3 1 4 1 6 1 7 1 8 1 9 2 1 2 2 2 3 2 4 2 6 2 7 28 2 0 2 5 19 2 1 2 2 2 3 2 4 2 6 2 7 2 8 22 STRANDER BLVD 19+00 20+00 21+00 22+00 23+00 24+00 CONSTRUCTION CL "S" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 7 _ G R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MA T C H L I N E S T A " S " 2 4 + 0 0 SE E S H E E T G R - 4 SE E S H E E T G R - 2 MA T C H L I N E S T A " S " 1 9 + 0 0 GRADING NOTES 1.FINISHED GRADE SHOWN. 2.SEE STRUCTURAL SHEETS FOR WALL PLANS AND DETAILS. 1" = 20' feet 4020200 scale KEY PLAN LEGEND CONCRETE SIDEWALK STRUCTURAL WALL LANDSCAPE 4/25/18 GR-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 GRADING PLAN SHEET 3- 4/25/18 4/25/18 53 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 22 22 28 25 23 24 26 27 25 25 22 23 24 2728 28 SW 2 7 T H S T 24+00 25+00 26+00 27+0 0 28 + 0 0 2 9 + 0 0 CONSTRUCTION CL "S" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 7 _ G R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SE E S H E E T G R - 3 MA T C H L I N E S T A " S " 1 4 + 0 0 GRADING NOTES 1.FINISHED GRADE SHOWN. 2.SEE STRUCTURAL SHEETS FOR WALL PLANS AND DETAILS. 1" = 20' feet 4020200 scale KEY PLAN LEGEND CONCRETE SIDEWALK LANDSCAPE 4/25/18 GR-4 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 GRADING PLAN SHEET 4- 4/25/18 4/25/18 54 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 25 26 27 28 26 26 27 27 25 30 35 26 27 28 29 31 32 33 34 36 37 38 25 23 24 26 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 0 8 + 6 6 1 0 6 + 0 0 1 0 7 + 0 0 1 0 8 + 0 0 20 21 22 23 24 24 30 27 28 29 31 32 33 26 27 28 29 CONSTRUCTION CL "L" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 7 _ G R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MATCH LIN E S T A " L " 1 0 6 + 0 0 SEE SHEET G R - 2 GRADING NOTES 1.FINISHED GRADE SHOWN. 2.SEE STRUCTURAL SHEETS FOR WALL PLANS AND DETAILS. 1" = 20' feet 4020200 scale KEY PLAN LEGEND CONCRETE SIDEWALK STRUCTURAL WALL 4/25/18 GR-5 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 GRADING PLAN SHEET 5- 4/25/18 4/25/18 55 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. TYPICAL SECTION - WESTA -SCALE: 1"=5' 8.5' SIDEWALK 2' SHY 11' LANE 11' LANE 11' LANE 12' LANE 5.7' GORE 11' LANE 11' LANE 2' SHY 6.5' SIDEWALK STA "S": 10+85 TO 12+21 TYPICAL SECTION - SEALB -SCALE: 1"=5' 11' LANE 2' SHY 11' LANE 2' SHY STA "S": 12+21 TO 12+83 STA "S": 14+05 TO 14+87 STA "S": 20+65 TO 20+72 ℄ "S" LINE ℄ "S" LINE 109 123 5 4TYP8TYP4TYP 15 15 13 14 14 12 11 123 10 9 10 95 4 TYP TYP4TYP 6KEY IN TYP 23 15 6 11 11 11 11 2.0%2.0% PROFILE GRADE & PIVOT POINT 2' SHY 9' SHARED USE PATH 5' BUFFER 2' SHY LANE WIDTH VARIES LANE WIDTH VARIES 2' SHY 4' PROFILE GRADE & PIVOT POINT 30TYP 1.5%1.5% 2 1 3.84' 2.0%2.0% EXISTING GROUND MEDIAN VARIES EXISTING GROUND 1.5% TYP La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 6 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 7 GRAVEL BORROW 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 9 CEMENT CONCRETE SIDEWALK - 4" THICK 10 CRUSHED SURFACING BASE COURSE 0.17' COMPACTED DEPTH 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 12 UNDERDRAIN PIPE. SEE DETAIL 1 ON SHEET RS-3. 13 CONCRETE SEAL. SEE STRUCTURAL PLANS. 14 SECANT PILE 15 STRUCTURAL WALL 23 PERMANENT SEEDING ON TOPSOIL B 0.33' DEPTH 30 UNDERDRAIN CLEANOUT 4/25/18 RS-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 1- 4/25/18 4/25/18 56 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. TYPICAL SECTION - PEDESTRIAN BRIDGEC -SCALE: 1"=5' 11' LANE 2' SHY 11' LANE 2' SHYMEDIAN VARIES STA "S": 12+83 TO 13+33 EXISTING GROUND ℄ "S" LINE 13 14 14 17 16 16 11 12 5 4 4 123 8 109 77 15 15 TYPTYP TYP UNDERDRAIN DETAIL1 -SCALE: NTS GRAVEL BACKFILL FOR DRAINS 8" PERFORATED PVC PIPE 1' - 5 " 1'-5" 4" 4" 2' SHY 9' SHARED USE PATH 5' BUFFER 2' SHY LANE WIDTH VARIES LANE WIDTH VARIES 2' SHY 4' PROFILE GRADE & PIVOT POINT 30TYP 2.0%2.0%1.5% TYP La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 7 GRAVEL BORROW 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 9 CEMENT CONCRETE SIDEWALK - 4" THICK 10 CRUSHED SURFACING BASE COURSE 0.17' COMPACTED DEPTH 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 12 UNDERDRAIN PIPE. SEE DETAIL 1 ON SHEET RS-3. 13 CONCRETE SEAL. SEE STRUCTURAL PLANS. 14 SECANT PILE 15 STRUCTURAL WALL 16 PEDESTRIAN BRIDGE ABUTMENT 17 PEDESTRIAN BRIDGE SUPERSTRUCTURE 30 UNDERDRAIN CLEANOUT 4/25/18 RS-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 2- 4/25/18 4/25/18 57 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 11' LANE 2' SHY 11' LANE VARIES 2' SHY VARIES VARIES TYPICAL SECTION - UPRR BRIDGED -SCALE: 1"=5'STA "S": 13+33 TO 14+05 ℄ "S" LINE 3 2 4 1 5TYP 13 4TYP TYP 11 8 109 TYP 12 18 22 11 2' SHY 9' SHARED USE PATH 5' BUFFER 2' SHY 11' LANE 11' LANE 2' SHY 3' 1.5' 4' 2.0%2.0%1.5% STA "S": 14+05 TO 14+87 (SEE SHEET RS-1, SECTION "B") TYPICAL SECTION - SEAL La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 9 CEMENT CONCRETE SIDEWALK - 4" THICK 10 CRUSHED SURFACING BASE COURSE 0.17' COMPACTED DEPTH 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 12 UNDERDRAIN PIPE. SEE DETAIL 1 ON SHEET RS-3. 13 CONCRETE SEAL. SEE STRUCTURAL PLANS. 18 TOP OF UPRR RAIL 22 PERVIOUS BACKFILL 4/25/18 RS-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 3- 4/25/18 4/25/18 58 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 2' SHY TYPICAL SECTION - SEAL AND PEDESTRIAN WALLE -SCALE: 1"=5' ℄ "S" LINE 2' SHY 9' SHARED USE PATH 1' 4'11' LANE 2' SHY LANE WIDTH VARIES 11' 2' SHY VARIES MEDIAN OR LEFT TURN LANE 2' SHY 11' 2' SHY VARIES EXISTING GROUND EXISTING GROUND STA "S": 14+87 TO 16+81 STA "S": 17+23 TO 17+80 STA "S": 18+65 TO 20+65 109 123 5 4 TYP TYP 8TYP 4 TYP 1519 1515 13 14 14 12 1111 8TYP PROFILE GRADE & PIVOT POINT 30TYP 2.0%2.0% 1.5% La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 9 CEMENT CONCRETE SIDEWALK - 4" THICK 10 CRUSHED SURFACING BASE COURSE 0.17' COMPACTED DEPTH 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 12 UNDERDRAIN PIPE. SEE DETAIL 1 ON SHEET RS-3. 13 CONCRETE SEAL. SEE STRUCTURAL PLANS. 14 SECANT PILE 15 STRUCTURAL WALL 19 PEDESTRIAN GUARDRAIL 30 UNDERDRAIN CLEANOUT 4/25/18 RS-4 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 4- 4/25/18 4/25/18 59 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 2' SHY 9' SHARED USE PATH 4' 2' SHY 11' LANE11' LANE 2' SHY2' SHY 1'2' SHY 11' LANE11' LANE 2' SHYMEDIAN VARIES TYPICAL SECTION - UNDERLOOP ROADF -SCALE: 1"-5' EXISTING GROUND ℄ "S" LINE20 4 23 TYP 1 TYP 5 4 109 TYP 15 15 13 TYP 15 11 8 19 14 14 12 4' STA "S": 16+81 TO 17+23 30TYP PROFILE GRADE & PIVOT POINT 2.0%2.0% 1.5% STA "S": 17+23 TO 17+80 (SEE SHEET RS-4, SECTION "E") TYPICAL SECTION - SEAL La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 9 CEMENT CONCRETE SIDEWALK - 4" THICK 10 CRUSHED SURFACING BASE COURSE 0.17' COMPACTED DEPTH 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 12 UNDERDRAIN PIPE. SEE DETAIL 1 ON SHEET RS-3. 13 CONCRETE SEAL. SEE STRUCTURAL PLANS. 14 SECANT PILE 15 STRUCTURAL WALL 19 PEDESTRIAN GUARDRAIL 20 TOP OF VEHICLE BRIDGE 30 UNDERDRAIN CLEANOUT 4/25/18 RS-5 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 5- 4/25/18 4/25/18 60 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 2' SHY9' SHARED USE PATH 4' 2' SHY VARIES 11' LANE11' LANE11' LANE 2' SHY 11' LANE 1' VARIES VARIES 2' SHY TYPICAL SECTION - BNSF BRIDGEG -SCALE: 1"=5' ℄ "S" LINE STA "S": 17+80 TO 18+65 2' SHY 2' SHY 27 109 5 123 11 1 4 2 TYP TYPTYP 19 21 15 8 4 13 TYP 22 2.3'2.3' 4' PROFILE GRADE & PIVOT POINT 2.0%2.0% 1.5% STA "S": 18+65 TO 20+65 (SEE SHEET RS-4, SECTION "E") STA "S": 20+65 TO 20+72 (SEE SHEET RS-1, SECTION "B") TYPICAL SECTION - SEAL La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 6 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 9 CEMENT CONCRETE SIDEWALK - 4" THICK 10 CRUSHED SURFACING BASE COURSE 0.17' COMPACTED DEPTH 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 12 UNDERDRAIN PIPE. SEE DETAIL 1 ON SHEET RS-3. 15 STRUCTURAL WALL 19 PEDESTRIAN GUARDRAIL 21 TOP OF BNSF RAIL 22 PERVIOUS BACKFILL 27 STEEL STORM DRAINAGE CASING 4/25/18 RS-6 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 6- 4/25/18 4/25/18 61 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. TYPICAL SECTION - EASTH -SCALE: 1"=5' 2'10' SHARED USE PATH 5' BUFFER 2' SHY 11' LANE 11' LANE 2' SHY 8' MEDIAN 2' SHY 11' LANE 11' LANE 2' SHY VARIES EXISTING GROUND ℄ "S" LINE 123 10 9 4 TYP 4TYP 5 TYP 8 23 6 6KEY IN TYP 11 11 11 PROFILE GRADE & PIVOT POINT VARIES VARIES1.5%1.5% 1.00' STA "S": 20+72 TO 24+70 8 SLOPE 2H:1V La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1.SEE ROADWAY PROFILE SHEETS FOR "S"-LINE SUPER ELEVATION DIAGRAM. GENERAL NOTES CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 6 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 9 CEMENT CONCRETE SIDEWALK - 4" THICK 10 CRUSHED SURFACING BASE COURSE 0.17' COMPACTED DEPTH 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 4/25/18 RS-7 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 7- 4/25/18 4/25/18 62 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 2' SHY 8.5' SHARED USE PATH 2' SHY2' SHY 2' SHY 2' SHY 8.5' SHARED USE PATH 2' SHY ℄ "PN" LINE TYPICAL SECTION - NORTH DRIVEWAYJ -SCALE: 1"=5' TYPICAL SECTION - NORTH DRIVEWAYK -SCALE: 1"=5' 30' DRIVEWAY EXISTING GROUND EXISTING GROUND ℄ "PN" LINE 10 9 10 9123 123 1314 14 5 4TYPTYP 4TYP5TYP 8 TYP 8 TYP 15 15 15 15 24 24 1211 116 LOOKING NORTH LOOKING NORTH PROFILE GRADE & PIVOT POINT PROFILE GRADE & PIVOT POINT 30TYP 30' DRIVEWAY STA "PN": 0+62 TO 1+04 VARIES VARIES STA "PN": 1+04 TO 1+88 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 6 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 9 CEMENT CONCRETE SIDEWALK - 4" THICK 10 CRUSHED SURFACING BASE COURSE 0.17' COMPACTED DEPTH 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 12 UNDERDRAIN PIPE. SEE DETAIL 1 ON SHEET RS-3. 13 CONCRETE SEAL. SEE STRUCTURAL PLANS. 14 SECANT PILE 15 STRUCTURAL WALL 24 CEMENT CONCRETE TRAFFIC CURB 30 UNDERDRAIN CLEANOUT 4/25/18 RS-8 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 8- 4/25/18 4/25/18 63 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 6.5' SIDEWALK ℄ "PS" LINE TYPICAL SECTION - SOUTH DRIVEWAYL -SCALE: 1"=5' 2.5' SHY 6.5' SIDEWALK ℄ "PS" LINE EXISTING GROUND EXISTING GROUND 2.5' SHY TYPICAL SECTION - SOUTH DRIVEWAYM -SCALE: 1"=5'STA "PS": 1+04 TO 1+90 30' DRIVEWAY 10 9 109 123 1 23 1314 14 4TYP 5TYP 5TYP 8 8TYP 15 15 15 15 24 24 12 11 4 TYP 116 STA "PS": 0+52 TO 1+04 LOOKING SOUTH LOOKING SOUTH PROFILE GRADE & PIVOT POINT PROFILE GRADE & PIVOT POINT 30 TYP 1.5% 1.5% TYP 30' DRIVEWAY VARIES VARIES La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 6 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 9 CEMENT CONCRETE SIDEWALK - 4" THICK 10 CRUSHED SURFACING BASE COURSE 0.17' COMPACTED DEPTH 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 12 UNDERDRAIN PIPE. SEE DETAIL 1 ON SHEET RS-3. 13 CONCRETE SEAL. SEE STRUCTURAL PLANS. 14 SECANT PILE 15 STRUCTURAL WALL 24 CEMENT CONCRETE TRAFFIC CURB 30 UNDERDRAIN CLEANOUT 4/25/18 RS-9 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 9- 4/25/18 4/25/18 64 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 17.5' LANE17.5' LANE 4' 2' SHY 4' 2' SHY 17.5' LANE17.5' LANE 1.5' 2' SHY2' SHY 1.5' ℄ "L" LINE ℄ "L" LINE TYPICAL SECTION - LOOP ROADP -SCALE: 1"=5' EXISTING GROUND EXISTING GROUND TYPICAL SECTION - LOOP ROADN -SCALE: 1"=5'STA "L": 100+55 TO 102+80 STA "L": 102+80 TO 104+27 STA "L": 105+75 TO 108+00 123 123 1314 14 1515 1211 25 5TYP 4 TYP 8 TYP 5TYP 4 TYP 2323 6 VARIES VARIES PROFILE GRADE & PIVOT POINT PROFILE GRADE & PIVOT POINT 30TYP VARIES 2 1 2 1 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1.SEE ROADWAY PROFILE SHEETS FOR "L"-LINE SUPER ELEVATION DIAGRAM. GENERAL NOTES CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 4 CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5 WASHED PERMEABLE BALLAST 6 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 8 COBBLESTONE INSET MEDIAN PAVING. SEE DETAIL X ON SHEET XX-X. 11 STORM DRAIN PIPE. SEE DRAINAGE PLANS. 12 UNDERDRAIN PIPE. SEE DETAIL 1 ON SHEET RS-3. 13 CONCRETE SEAL. SEE STRUCTURAL PLANS. 14 SECANT PILE 15 STRUCTURAL WALL 23 PERMANENT SEEDING ON TOPSOIL B 0.33' DEPTH 25 GROUNDWATER FORCEMAIN 30 UNDERDRAIN CLEANOUT 4/25/18 RS-10 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 10- 4/25/18 4/25/18 65 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. VARIES 18' TO 11.5' LANE VARIES 18' TO 11.5' LANE 1' 17.5' LANE 17.5' LANE ℄ "L" LINE TYPICAL SECTION - LOOP ROAD APPROACH SLABQ -SCALE: 1"=5' TYPICAL SECTION - NORTH LOOP ROADR -SCALE: 1"=5' EXISTING GROUND EXISTING GROUND 1' STA "L": 108+00 TO 108+66 STA "L": 104+27 TO 104+51 STA "L": 105+51 TO 105+75 ℄ "L" LINE 5TYP 26 26 12323 23 5TYP 66KEY IN TYP 2.0% VARIES PROFILE GRADE & PIVOT POINT PROFILE GRADE & PIVOT POINT 2.0% FINISH GRADE 2 12 1 BRIDGE APPROACH SLAB SEE SHEET SE-3 FOR DETAILS FINISH GRADE 2' SHY 2' SHY 2' SHY 2' SHY La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1.SEE ROADWAY PROFILE SHEETS FOR "L"-LINE SUPER ELEVATION DIAGRAM. GENERAL NOTES CONSTRUCTION NOTES 1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 3 CRUSHED SURFACING BASE COURSE 0.66' COMPACTED DEPTH 5 WASHED PERMEABLE BALLAST 6 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 15 STRUCTURAL WALL 23 PERMANENT SEEDING ON TOPSOIL B 0.33' DEPTH 26 SINGLE SLOPE CONCRETE BARRIER 4/25/18 RS-11 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 11- 4/25/18 4/25/18 66 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. TYPICAL SECTION - WEST VALLEY HWYS -SCALE: 1"=5' TYPICAL SECTION - WEST VALLEY HIGHWAYT -SCALE: 1"=5'LOOKING SOUTH TYPICAL SECTION - STRANDER BLVDU -SCALE: 1"=5' LOOKING NORTH LOOKING EAST 8.5' SIDEWALK 10.1' LANE 11.2' LANE 10.8' LANE 11' LANE 12' LANE 11' LANE 10.7' LANE 1.9' SHY 6.5' SIDEWALK 1.1' SHY ℄ "V" LINE ℄ "V" LINE ℄ "SW" LINE STA "V": 161+74 TO 163+70 STA "V": 165+31 TO 166+45 STA "SW": 3+32 TO 5+49 6' SIDEWALK 1.1' SHY 10.6' LANE 11.4' LANE 11.9' LANE 12.9' LANE 10.7' LANE 12.1' LANE 1.1' SHY 8' SIDEWALK 0.5' SHY 10.4' LANE 11' LANE 11.8' LANE 11' LANE 11' LANE 11.2' LANE 1' SHY EXISTING GROUND EXISTING GROUND EXISTING GROUND 28 28 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 8 _ R S . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES 28 YELLOW PAINTED MEDIAN CURB PER WSDOT STD. PLAN M-20.10-02. SEE CHANNELIZATION PLANS. 4/25/18 RS-12 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTIONS SHEET 12- 4/25/18 4/25/18 67 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. STRANDER B L V D X X 1+00 2+00 3+00 4+00 5+00 WORK POINT REFERENCE WORK POINT AT START OF GUTTER WORK POINT AT FACE OF CURB CONSTRUCTION CL "SW" LINE 1 STA "SW" 2+27.09 2.02' LT BEGIN, PC 1 STA "SW" 2+27.01 2.26' RT END, PT R=2.14' MA T C H L I N E S T A " S W " 5 + 4 0 SE E S H E E T R P - 2 CONSTRUCTION NOTES 1 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-03 1" = 20' feet 4020200 scale KEY PLAN La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 RP-1 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY PLAN SHEET 1- 4/25/18 4/25/18 68 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. STRANDER BLVD W V A L L E Y H W Y TACO BELL JACK IN THE BOX 6 6 6 6 6+00 6+38 16 3 + 0 0 1 6 4 + 0 0 16 5 + 0 0 16 6 + 0 0 10+01 11+00 12+00 13+00 3 3 3 3 4 4 SEE SHEET TB-1 FOR TACO BELL SITE PLAN SEE SHEET JB-1 FOR JACK IN THE BOX SITE PLAN I N T E R U R B A N T R A I L PEDESTRIAN BRIDGE 8 8 8 2 STA "V" 165+49.99 36.83' LT BEGIN, PC 2STA "S" 10+92.28 34.70' RT, PT 2 STA "V" 163+72.79 34.45' LT BEGIN, PC 2STA "S" 10+82.18 40.00' LT, PT 2 STA "S" 12+82.60 40.00' LT CONSTRUCTION CL "S" LINECONSTRUCTIONCL"V" LINE 2 STA "S" 12+94.65 6.75' RT, PC 2 STA "S" 12+95.30 10.65' RT, PT S O U T H D R I V E W A Y N O R T H D R I V E W A Y 6 ' 8 ' 6' 12' 16' 16' R=2.0 ' R=56.0' SEE RP-10 FOR NORTH DRIVEWAY PLAN AND PROFILE SEE RP-11 FOR SOUTH DRIVEWAY PLAN AND PROFILE R=46.0' MA T C H L I N E S T A " S " 1 3 + 2 5 SE E S H E E T R P - 3 M A T C H L I N E S T A " S W " 5 + 4 0 S E E S H E E T R P - 1 CONSTRUCTION NOTES 2 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COT STD PLAN RS-09 3 CONCRETE SIDEWALK PER COT STD PLAN RS-011 4 CEMENT CONCRETE DRIVEWAY PER COT STD PLAN RS-09 6 PARALELL CURB RAMP TYPE A PER WSDOT STD PLAN F40.12-03 8 FACE OF STRUCTURAL WALL. SEE STRUCTURAL PLANS. 1" = 20' feet 4020200 scale KEY PLAN La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y LEGEND CONCRETE SIDEWALK STRUCTURAL WALL 4/25/18 RP-2 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY PLAN SHEET 2- 4/25/18 4/25/18 69 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. STRANDER BLVD X X X X X X X X X X X X X X 100+00 1 0 1 + 0 0 102+ 0 0 103+0 0 10 4 + 0 0 105+00 1 0 6 + 0 0 14+00 15+00 16+00 17+00 STA "S" 14+60.37= STA "L" 100+00.00 STA "S" 17+02.37= STA "L" 104+91.27, 0.00'T 7 7 UPRR BRIDGE VEHICULAR BRIDGE8 8 U P R R 9 9 2 STA "S" 16+79.50 34.50' LT2STA "S" 13+33.38 29.00' LT 2STA "S" 14+87 29.00' LT 2 STA "S" 14+00.62 31.18' RT, PC 2 STA "L" 100+66.40 18.50' RT, PT, PC 2 STA "L" 104+27 18.50' RT END, PT 2 STA "L" 104+27 18.50' LT BEGIN, PC 2STA "L" 100+82.99 18.50' LT, PT, PC 2 STA "S" 15+20.96 29.00' RT, PT CONSTRUCTION CL "S" LINE CONSTRUCTION CL "L" LINE 2 STA "L" 105+75 18.50' LT BEGIN, PC 2 STA "L" 105+75 18.50' RT BEGIN, PC 2STA "S" 13+28.74 5.00' LT 2 STA "S" 14+24.54 6.30' RT, PC 2STA "S" 14+24.33 5.00' LT, PT 2 STA "S" 16+48.75 0.74' LT, PC 2 STA "S" 16+49.98 5.00' RT, PT 2STA "S" 16+69.78 10.19' LT 10 10 TYP TYP 1 3 ' 11 ' R=5.65' R=40.5'R=40.5' R=3.0' MA T C H L I N E S T A " S " 1 7 + 4 0 SE E S H E E T R P - 4 SE E S H E E T R P - 2 MA T C H L I N E S T A " S " 1 3 + 2 4 SEE SHEET R P - 6 MATCH LIN E S T A " L " 1 0 6 + 0 0 CONSTRUCTION NOTES 2 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COT STD PLAN RS-09 7 MAINTENANCE ACCESS ROAD. SEE SHEET XX-X. 8 FACE OF STRUCTURAL WALL. SEE STRUCTURAL PLANS. 9 QUADGUARD ATTENUATOR. SEE DETAIL X ON SHEET XX-X. 10 GUARDRAIL 1" = 20' feet 4020200 scale KEY PLAN La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y LEGEND CONCRETE SIDEWALK STRUCTURAL WALL 4/25/18 RP-3 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY PLAN SHEET 3- 4/25/18 4/25/18 70 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. STRANDER BLVD B N S F X X X X X X X X T 18+00 19+00 20+00 21+00 BNSF BRIDGE 8 9 9 2 STA "S" 19+56.50 29.00' LT CONSTRUCTION CL "S" LINE 2STA "S" 17+64.01 10.50' LT 2STA "S" 19+56.51 5.00' LT 14' 13 ' 12 ' SE E S H E E T R P - 3 MA T C H L I N E S T A " S " 1 7 + 4 0 MA T C H L I N E S T A " S " 2 1 + 8 0 SE E S H E E T R P - 5 CONSTRUCTION NOTES 2 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COT STD PLAN RS-09 8 FACE OF STRUCTURAL WALL. SEE STRUCTURAL PLANS. 9 QUADGUARD ATTENUATOR. SEE DETAIL X ON SHEET XX-X. 1" = 20' feet 4020200 scale KEY PLAN La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y LEGEND CONCRETE SIDEWALK STRUCTURAL WALL LANDSCAPE 4/25/18 RP-4 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY PLAN SHEET 4- 4/25/18 4/25/18 71 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. STRANDER BLVD 22+00 23+00 24+00 25+00 26+00 5 1 STA "S" 22+25.90 55.00' RT, PT 2STA "S" 22+00.90 29.00' RT, END 1STA "S" 22+49.90 55.00' RT, PC 2STA "S" 22+74.90 29.00' RT, PT 2 STA "S" 24+70 29.00' RT END, PT 2 STA "S" 23+71.37 29.00' LT, PC 2 STA "S" 25+05.35 34.72' LT END, PT 2STA "S" 24+50.80 29.00' LT, PT 2STA "S" 24+91.78 30.47' LT, PC CONSTRUCTION CL "S" LINE 2STA "S" 23+71.37 5.00' RT, PC 2STA "S" 24+50.80 5.00' RT, PT 2STA "S" 24+68.40 5.00' RT, PC 2 STA "S" 24+68.40 5.00' LT, PT 2 STA "S" 24+50.80 5.00' LT, PC 2 STA "S" 23+71.37 5.00' LT, PT NA C H E S A V E 12 ' 1 7 ' R=25.0' 1 STA "S" 22+25.90 62.00' RT END 1 STA "S" 22+49.90 62.00' RT START R=5.0' R=36.0' 1 STA "S" 22+00.90 30.00' RT BEGIN, PC 1 STA "S" 22+74.90 30.00' RT END, PT R=25.0' 11SE E S H E E T R P - 4 MA T C H L I N E S T A " S " 2 1 + 8 0 CONSTRUCTION NOTES 1 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F-10.12-03 2 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COT STD PLAN RS-09 5 PERPENDICULAR RAMP TYPE A PER WSDOT STD PLAN F-10.12-03 8 FACE OF STRUCTURAL WALL. SEE STRUCTURAL PLANS. 11 CEMENT CONCRETE VALLEY GUTTER. SEE SHEET XX-X. 1" = 20' feet 4020200 scale KEY PLAN La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y LEGEND CONCRETE SIDEWALK LANDSCAPE 4/25/18 RP-5 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY PLAN SHEET 5- 4/25/18 4/25/18 72 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 0 8 + 6 6 1 0 6 + 0 0 1 0 7 + 0 0 1 0 8 + 0 0 2STA "L" 106+99.75 18.50' RT, PC 2 STA "L" 106+99.75 18.50' LT, PC 2 STA "L" 108+00 18.50' LT END 2 STA "L" 108+00 18.50' RT END MATCH LIN E S T A " L " 1 0 6 + 0 0 SEE SHEE T R P - 3 CONSTRUCTION NOTES 2 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COT STD PLAN RS-09 1" = 20' feet 4020200 scale KEY PLAN La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 RP-6 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY PLAN SHEET 6- 4/25/18 4/25/18 73 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 10+00 11+00 12+00 13+00 14+00 14+65 -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 14+65 15+00 16+00 17+00 18+00 19+00 20+00 20+20 -2.15% -7.50% -0.50% 180.00' VC PVI STA "S" 11+37.27 PVI EL 27.11 ST A " S " 1 0 + 4 7 . 2 7 EL 2 9 . 0 4 ST A " S " 1 2 + 2 7 . 2 7 EL 2 0 . 3 6 ST A " S " 1 0 + 3 4 . 7 7 EL 2 9 . 3 1 150.00' VC PVI STA "S" 13+57.94 PVI EL 10.56 ST A " S " 1 2 + 8 2 . 9 4 EL 1 6 . 1 8 ST A " S " 1 4 + 3 2 . 9 4 EL 1 0 . 1 8 200.00' VC PVI STA "S" 19+04.45 PVI EL 11.57 ST A " S " 1 8 + 0 4 . 4 5 EL 1 1 . 0 7 ST A " S " 2 0 + 0 4 . 4 5 EL 1 6 . 5 7 105.00' VC PVI STA "S" 15+30.00 PVI EL 9.70 ST A " S " 1 4 + 7 7 . 5 0 EL 9 . 9 6 ST A " S " 1 5 + 8 2 . 5 0 EL 9 . 9 6 PROFILE "S"-LINE PROFILE "S"-LINE PROPOSED GRADE AT CENTERLINE "S" LINE EXISTING GRADE AT CENTERLINE "S" LINE PROPOSED GRADE AT CENTERLINE "S" LINE EXISTING GRADE AT CENTERLINE "S" LINE 27 . 9 8 27 . 5 0 27 . 2 0 22 . 2 9 28 . 5 8 14 . 9 7 34 . 1 9 10 . 6 0 29.36 10.02 29 . 7 1 29 . 1 5 29 . 2 0 28 . 6 5 28 . 7 4 28 . 2 6 28 . 1 8 27 . 8 0 26 . 6 9 27 . 5 2 25 . 7 7 27 . 4 3 24 . 7 3 27 . 2 9 23 . 5 7 27 . 2 6 20 . 9 0 27 . 3 1 19 . 4 0 27 . 2 2 17 . 9 0 27 . 7 2 16 . 4 0 29 . 5 5 13 . 7 2 31 . 3 4 12 . 6 6 32 . 6 0 11 . 7 9 34 . 0 1 11 . 1 0 33 . 0 6 10 . 2 9 32 . 1 3 10 . 1 5 30.03 10.05 PROPOSED ELEVATION EXISTING ELEVATION 29.36 10.02 23 . 5 4 9. 8 7 10 . 0 3 10 . 0 5 11 . 7 0 10 . 5 5 11 . 7 9 11 . 0 5 13 . 7 5 12 . 5 8 17 . 4 0 16 . 3 5 18.21 17.35 27 . 1 3 9. 9 5 20 . 0 8 9. 8 3 16 . 8 2 9. 8 3 13 . 6 4 9. 8 7 11 . 1 3 9. 9 5 10 . 0 9 10 . 1 5 10 . 1 9 10 . 2 5 10 . 3 1 10 . 3 5 10 . 4 3 10 . 4 5 12 . 0 1 10 . 6 5 12 . 1 4 10 . 7 5 12 . 1 9 10 . 8 5 12 . 0 7 10 . 9 5 11 . 9 8 11 . 1 8 12 . 1 6 11 . 3 9 12 . 3 0 11 . 7 0 13 . 0 4 12 . 0 9 14 . 4 1 13 . 1 5 14 . 9 9 13 . 8 2 15 . 6 2 14 . 5 7 16 . 5 0 15 . 4 2 PROPOSED ELEVATION EXISTING ELEVATION 0.50% La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P _ P r o f i l e s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 20' feet 4020200 scale 1" = 10' feet 2010100 scale VERT : HORIZ : 4/25/18 RP-7 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY PROFILE SHEET 1- 4/25/18 4/25/18 74 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 20+20 21+00 22+00 23+00 -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 23+00 24+00 25+00 26+00 5.00% 1.85% 150.00' VC PVI STA "S" 21+82.45 PVI EL 25.47 ST A " S " 2 1 + 0 7 . 4 5 EL 2 1 . 7 2 ST A " S " 2 2 + 5 7 . 4 5 EL 2 6 . 8 6 -2.65% STA "S" 24+70 EL 27.20 150.00' VC PVI STA "S" 23+90.00 PVI EL 29.32 ST A " S " 2 3 + 1 5 . 0 0 EL 2 7 . 9 3 ST A " S " 2 4 + 6 5 . 0 0 EL 2 7 . 3 3 PROFILE "S"-LINE PROFILE "S"-LINE PROPOSED GRADE AT CENTERLINE "S" LINE EXISTING GRADE AT CENTERLINE "S" LINE PROPOSED GRADE AT CENTERLINE "S" LINE EXISTING GRADE AT CENTERLINE "S" LINE 18.21 17.35 21 . 8 1 21 . 3 5 25 . 6 3 25 . 4 5 27.07 27.65 19 . 1 8 18 . 3 5 19 . 8 0 19 . 3 5 20 . 8 3 20 . 3 5 22 . 7 6 22 . 3 3 23 . 6 5 23 . 2 4 24 . 4 4 24 . 0 6 25 . 0 9 24 . 8 0 26 . 0 5 26 . 0 2 26 . 3 9 26 . 5 1 26 . 6 9 26 . 9 1 26 . 9 0 27 . 2 8 27.07 27.65 27 . 9 5 28 . 4 2 26 . 4 0 24.23 27 . 2 6 28 . 0 2 27 . 4 6 28 . 3 0 27 . 6 6 28 . 4 6 27 . 8 2 28 . 5 0 27 . 9 4 28 . 2 2 27 . 8 9 27 . 9 0 27 . 6 8 27 . 4 6 26 . 9 3 25 . 9 0 25 . 4 3 24 . 9 5 24 . 5 5 PROPOSED ELEVATION EXISTING ELEVATION PROPOSED ELEVATION EXISTING ELEVATION INTERSECTION GRADING SUPER ELEVATION DIAGRAM "S"-LINE -2.00 LT & RT 24 + 7 0 . 0 +1 . 7 6 L T -2 . 6 6 R T MA T C H E X I S T I N G 24 + 4 8 . 0 23 + 4 5 . 0 10 + 8 2 . 2 L T 10 + 9 2 . 3 R T PROFILE GRADE LINE "S"-LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P _ P r o f i l e s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 20' feet 4020200 scale 1" = 10' feet 2010100 scale VERT : HORIZ : 4/25/18 RP-8 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY PROFILE SHEET 2- 4/25/18 4/25/18 75 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 99+80 100+00 101+00 102+00 103+00 104+00 105+00 -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 105+00 106+00 107+00 108+00 109+00 -2.00% 10.00% 0.50% ST A " L " 1 0 0 + 0 0 EL 1 0 . 0 5 105.00' VC PVI STA "L" 100+90.92 PVI EL 8.23 ST A " L " 1 0 0 + 3 8 . 4 2 EL 9 . 2 8 ST A " L " 1 0 1 + 4 3 . 4 2 EL 1 3 . 4 8 200.00' VC PVI STA "L" 103+30.00 PVI EL 32.14 ST A " L " 1 0 2 + 3 0 . 0 0 EL 2 2 . 1 4 ST A " L " 1 0 4 + 3 0 . 0 0 EL 3 2 . 6 4 PROFILE "L"-LINE PROFILE "L"-LINE -1.35% -2.81%ST A " L " 1 0 8 + 6 5 . 9 0 EL 2 6 . 7 1 100.00' VC PVI STA "L" 107+90.00 PVI EL 27.74 ST A " L " 1 0 7 + 4 0 . 0 0 EL 2 9 . 1 4 ST A " L " 1 0 8 + 4 0 . 0 0 EL 2 7 . 0 6 100.00' VC PVI STA "L" 105+87.00 PVI EL 33.43 ST A " L " 1 0 5 + 3 7 . 0 0 EL 3 3 . 1 8 ST A " L " 1 0 6 + 3 7 . 0 0 EL 3 2 . 0 3 PROPOSED GRADE AT CENTERLINE "S" LINE EXISTING GRADE AT CENTERLINE "S" LINE PROPOSED GRADE AT CENTERLINE "S" LINE EXISTING GRADE AT CENTERLINE "S" LINE 29 . 9 8 10 . 0 5 28 . 0 5 10 . 2 1 27 . 5 3 19 . 1 4 27 . 6 3 27 . 9 7 27 . 3 2 32 . 2 8 14.02 32.99 30 . 8 2 9. 6 5 30 . 1 9 9. 2 5 28 . 8 1 9. 1 1 27 . 9 7 9. 4 3 28 . 0 5 11 . 4 5 28 . 0 0 13 . 1 4 27 . 9 9 15 . 1 4 27 . 8 1 17 . 1 4 27 . 4 5 21 . 1 4 27 . 4 1 23 . 1 1 27 . 4 0 24 . 9 2 27 . 5 1 26 . 5 4 27 . 6 3 29 . 2 1 27 . 4 7 30 . 2 6 27 . 3 1 31 . 1 2 27 . 3 0 31 . 8 0 21 . 4 7 32 . 5 7 15 . 7 1 32 . 6 9 10 . 5 7 32 . 7 9 10 . 2 5 32 . 8 9 14.02 32.99 23 . 3 8 32 . 8 4 29 . 5 9 30 . 2 6 27 . 2 3 27 . 7 2 19 . 0 8 33 . 0 9 22 . 5 2 33 . 1 9 24 . 3 7 33 . 2 1 24 . 6 3 33 . 0 9 24 . 8 5 32 . 4 6 25 . 7 2 31 . 9 5 26 . 7 2 31 . 3 8 28 . 2 9 30 . 8 2 29 . 5 1 29 . 7 0 27 . 0 5 29 . 1 4 27 . 0 2 28 . 6 1 27 . 1 3 28 . 1 3 27 . 2 1 27 . 3 6 27 . 0 6 27 . 0 6 26 . 7 9 26 . 7 9 PROPOSED ELEVATION EXISTING ELEVATION PROPOSED ELEVATION EXISTING ELEVATION +2.00 RT -2.00 LT 10 8 + 6 5 . 9 +3 . 6 6 L T -3 . 6 6 R T MA T C H E X I S T I N G 10 1 + 2 0 . 0 INTERSECTION GRADING SUPER ELEVATION DIAGRAM "L"-LINE 10 0 + 6 6 . 4 +2 . 0 R T 10 6 + 8 8 . 6 10 0 + 8 3 . 0 -3 . 5 0 L T PROFILE GRADE LINE "L"-LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P _ P r o f i l e s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 20' feet 4020200 scale 1" = 10' feet 2010100 scale VERT : HORIZ : 4/25/18 RP-9 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY PROFILE SHEET 3- 4/25/18 4/25/18 76 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 0 0 0 0 0 0 0 0 26 26 2728 29 29 29 15 20 25 14 16 17 18 19 21 22 23 24 15 20 14 16 17 18 19 21 22 23 24 2 0 2 5 17 1 8 1 9 2 1 2 2 2 3 2 4 2 6 2 7 2 8 2 9 NORTH DRIVEWAY S T R A N D E R B L V D INTERURBAN TRAIL 0+00 1+00 2+0 0 2+ 7 5 0+00 CONSTRUCTION CL "PN" LINE 2STA "PN" 2+30.88 11.00' RT 2STA "PN" 2+14.08 15.65' RT, PC 2STA "PN" 1+71.35 17.16' RT, PT 2STA "PN" 0+50.08 13.50' RT, 5 1 STA "PN" 2+35.68 15.00' LT 1 STA "PN" 2+32.42 15.00' LT, PC 1 STA "PN" 1+50 15.07' LT, PT 1 STA "PN" 0+54.95 15.00' LT, PC 1 STA "PN" 0+48.94 16.25' LT, PT 6 73 4 EXISTING GROUND -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 0+00 1+00 2+00 2+75 STA 0+00 EL 17.91 ST A 0 + 4 1 . 0 3 EL 1 6 . 9 5 STA 2+50 EL 28.98 ST A 1 + 5 4 . 2 4 EL 2 3 . 0 2 20.00' VC PVI STA 0+60.00 PVI EL 17.27 ST A 0 + 5 0 . 0 0 EL 1 7 . 1 2 ST A 0 + 7 0 . 0 0 EL 1 7 . 8 8 20.00' VC PVI STA 2+35.55 PVI EL 29.28 ST A 2 + 2 5 . 5 5 EL 2 8 . 5 1 ST A 2 + 4 5 . 5 5 EL 2 9 . 0 7 20.00' VC PVI STA 0+60.00 PVI EL 17.27 ST A 0 + 5 0 . 0 0 EL 1 7 . 1 2 ST A 0 + 7 0 . 0 0 EL 1 7 . 8 8 20.00' VC PVI STA 2+35.55 PVI EL 29.28 ST A 2 + 2 5 . 5 5 EL 2 8 . 5 1 ST A 2 + 4 5 . 5 5 EL 2 9 . 0 7 -2.34% -2.10% 1.50% 6.10% 7.70% 27 . 2 2 17 . 9 1 27 . 1 3 17 . 4 4 27 . 7 1 16 . 9 7 27 . 6 2 17 . 3 9 27 . 4 4 18 . 4 9 27 . 2 1 19 . 7 1 26 . 7 3 20 . 9 3 25 . 7 5 22 . 1 5 25 . 3 0 23 . 4 6 25 . 6 5 25 . 0 0 26 . 4 2 26 . 5 4 25 . 8 1 28 . 0 8 29 . 1 5 29 . 1 1 28 . 6 4 28 . 7 3 PROPOSED ELEVATION EXISITING ELEVATION La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P 1 0 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y VERT : HORIZ : 1" = 10' feet 2010100 scale 1" = 20' feet 4020200 scale CONSTRUCTION NOTES CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F.10.12-03 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COT STD PLAN RS-09 CEMENT CONCRETE SIDEWALK PER COT STD PLAN RS-011 CEMENT CONCRETE DRIVEWAY PER COT STD PLAN RS-09 FACE OF STRUCTURAL WALL. SEE STRUCTURAL PLANS. TACO BELL SITE. SEE SHEET TB-1. REMOVABLE BOLLARD 1 2 3 PLAN PROFILE 4 5 6 7 LEGEND STRUCTURAL WALL CONCRETE SIDEWALK 4/25/18 RP-10 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 NORTH DRIVEWAY PLAN & PROFILE SHEET 1- 4/25/18 4/25/18 77 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 28 2 9 0 0 0 0 0 0 0 X X X X X X X X 15 20 14 16 17 18 19 21 22 23 24 20 25 17 18 19 21 22 23 24 26 27 2STA "PS" 1+90.56 11.01' LT 2STA "PS" 1+69.25 15.93' LT, PT 5 6 2STA "PS" 0+49.64 14.00' LT, PT 2 STA "PS" 0+41.64 16.15' LT, PC 4 1 STA "PS" 1+86.10 15.05' RT, PT 1 STA "PS" 1+10.16 15.01' RT, PC1STA "PS" 0+42.88 17.96' RT, PC 1 STA "PS" 0+51.82 15.00' RT, PT INTERURBAN TRAIL SOUTH DRIVEWAY S T R A N D E R B L V D 0+00 1+00 2+ 0 0 2+ 2 0 0+00 7 2STA "PS" 1+26.71 17.67' LT, PC 3 EXISTING GROUND -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 0+00 1+00 2+00 2+20 -1.81% 2.00% 1.50% 7.76% 9.25% 20.00' VC PVI STA 0+52.25 PVI EL 17.33 ST A 0 + 4 2 . 2 5 EL 1 7 . 1 8 ST A 0 + 6 2 . 2 5 EL 1 8 . 1 0 20.00' VC PVI STA 1+26.47 PVI EL 23.09 ST A 1 + 1 6 . 4 7 EL 2 2 . 3 1 ST A 1 + 3 6 . 4 7 EL 2 4 . 0 2 20.00' VC PVI STA 1+68.35 PVI EL 26.96 ST A 1 + 5 8 . 3 5 EL 2 6 . 0 4 ST A 1 + 7 8 . 3 5 EL 2 7 . 1 6 STA 0+00 EL 17.69 STA 0+35.72 EL 17.04 ST A 2 + 0 0 EL 2 7 . 6 0 20.00' VC PVI STA 0+52.25 PVI EL 17.33 ST A 0 + 4 2 . 2 5 EL 1 7 . 1 8 ST A 0 + 6 2 . 2 5 EL 1 8 . 1 0 20.00' VC PVI STA 1+26.47 PVI EL 23.09 ST A 1 + 1 6 . 4 7 EL 2 2 . 3 1 ST A 1 + 3 6 . 4 7 EL 2 4 . 0 2 20.00' VC PVI STA 1+68.35 PVI EL 26.96 ST A 1 + 5 8 . 3 5 EL 2 6 . 0 4 ST A 1 + 7 8 . 3 5 EL 2 7 . 1 6 27 . 2 3 17 . 6 9 27 . 4 0 17 . 3 2 27 . 4 7 17 . 1 4 27 . 5 1 17 . 9 4 27 . 7 5 19 . 4 8 27 . 9 6 21 . 0 3 27 . 9 4 22 . 5 9 27 . 2 8 24 . 3 4 27 . 1 8 26 . 1 9 27 . 3 3 27 . 2 0 27 . 6 0 27 . 6 0 27 . 9 7 PROPOSED ELEVATION EXISITING ELEVATION La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 0 9 _ R P 1 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y VERT : HORIZ : 1" = 10' feet 2010100 scale 1" = 20' feet 4020200 scale CONSTRUCTION NOTES CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD PLAN F.10.12-03 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COT STD PLAN RS-09 CEMENT CONCRETE SIDEWALK PER COT STD PLAN RS-011 CEMENT CONCRETE DRIVEWAY PER COT STD PLAN RS-09 FACE OF STRUCTURAL WALL. SEE STRUCTURAL PLANS. JACK IN THE BOX SITE. SEE SHEET JB-1. REMOVABLE BOLLARD 1 2 4 PLAN PROFILE 5 6 LEGEND STRUCTURAL WALL CONCRETE SIDEWALK 7 3 4/25/18 RP-11 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 SOUTH DRIVEWAY PLAN & PROFILE SHEET 1- 4/25/18 4/25/18 78 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 89+80 90+00 91+00 92+00 93+00 26 . 4 5 26 . 4 8 26 . 3 3 26 . 1 5 26 . 3 5 25 . 5 4 26 . 8 8 25 . 2 7 27 . 8 1 24 . 9 3 28 . 7 6 24 . 8 9 29 . 7 1 25 . 7 0 30 . 6 6 25 . 9 8 31 . 6 1 26 . 8 0 32 . 5 6 27 . 7 2 33 . 5 1 27 . 8 6 34 . 1 6 27 . 9 8 34 . 0 7 28 . 4 5 33 . 9 5 28 . 5 6 -0.59% 4.75% ST A 9 0 + 1 4 EL 2 6 . 4 8 40.00' VC PVI STA 90+65.58 PVI EL 26.17 ST A 9 0 + 4 5 . 5 8 EL 2 6 . 2 9 ST A 9 0 + 8 5 . 5 8 EL 2 7 . 1 2 20.00' VC PVI STA 92+35.00 PVI EL 34.22 ST A 9 2 + 2 5 . 0 0 EL 3 3 . 7 5 ST A 9 2 + 4 5 . 0 0 EL 3 4 . 1 6 PEDESTRIAN BRIDGE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 26 2728 29 29 23 15 20 13 14 16 17 18 19 21 22 2 0 2 5 171 81 9 2 1 2 2 23 2 4 2 6 2 7 2 8 2 9 30 27 2 8 29 31 32 33 34 R2. 4 1 CONSTRUCTION CL "I" LINE 90+0090+00 91+ 0 0 92+00 93+00 NORTH DRIVEWAY INTERURBAN TRAIL S T R A N D E R B L V D 15 ' M I N R2. 8 3 3 2 1 STA "I" 90+13.92 6.06' LT 1 STA "I" 90+14.04 6.03' RT R 2 1 . 0 0 R 2 1 . 0 0 STRUCTURAL WALL CONCRETE SIDEWALK VERT : HORIZ : 1" = 10' feet 2010100 scale 1" = 20' feet 4020200 scale CONSTRUCTION NOTES MATCH EXISTING INTERURBAN TRAIL. PEDESTRIAN BRIDGE. SEE STRUCTURAL PLANS. REMOVABLE BOLLARDS 1 2 3 PLAN PROFILE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 7 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 0 _ T P 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y LEGEND NOTE: DESIGN RADIUS AT CONNECTION TO EXISTING INTERURBAN TRAIL TO BE VERIFIED. 4/25/18 TP-1 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 INTERURBAN TRAIL PLAN AND PROFILE - SHEET 1- 4/25/18 4/25/18 79 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 15 20 12 13 14 16 17 18 19 21 22 20 25 17 18 19 21 22 23 24 26 27 3 0 27 28 2 9 3 1 3 2 3 3 X X X X X X X X X X 31 9 3 1 31 9 4 5 R 1 0 . 0 0 12 + 0 0 13 + 0 0 CONSTRUCTION CL "I" LINE 96+37 93+00 94+00 95 + 0 0 96+00 INTERURBAN TRAIL S T R A N D E R B L V D SOUTH DRIVEWAY 1 5 ' M I N R10. 0 0 R 1 0 . 0 0 R5 . 0 0 3 2 1STA "I" 96+11.79 5.96' RT 1STA "I" 96+11.80 5.79' LT R70 . 0 0 R7 0 . 0 0 -10 0 10 20 30 40 50 60 -10 0 10 20 30 40 50 60 93+00 94+00 95+00 96+00 96+40 28 . 8 5 33 . 7 1 27 . 3 7 33 . 5 9 25 . 8 8 33 . 4 7 25 . 7 3 32 . 9 4 26 . 2 5 31 . 9 9 26 . 3 9 31 . 0 4 26 . 4 2 30 . 0 9 26 . 1 8 29 . 1 4 25 . 5 6 28 . 1 9 25 . 4 6 27 . 2 7 25 . 7 8 26 . 7 3 26 . 1 8 26 . 6 5 26 . 5 7 26 . 6 7 26 . 6 8 26 . 6 9 26 . 7 3 26 . 7 3 26 . 7 7 -0.60% -4.75% 0.10%0.20% ST A 9 5 + 7 2 . 1 5 EL 2 6 . 6 8 ST A 9 6 + 1 9 . 9 0 EL 2 6 . 7 7 40.00' VC PVI STA 95+12.94 PVI EL 26.62 ST A 9 4 + 9 2 . 9 4 EL 2 7 . 5 7 ST A 9 5 + 3 2 . 9 4 EL 2 6 . 6 4 20.00' VC PVI STA 93+70.00 PVI EL 33.41 ST A 9 3 + 6 0 . 0 0 EL 3 3 . 4 7 ST A 9 3 + 8 0 . 0 0 EL 3 2 . 9 4 PROPOSED GRADE @ CL "I" LINE EXISTING GRADE PEDESTRIAN BRIDGE PROPOSED ELEVATION EXISITING ELEVATION La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 7 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 0 _ T P 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES MATCH EXISTING INTERURBAN TRAIL. PEDESTRIAN BRIDGE. SEE STRUCTURAL PLANS. REMOVABLE BOLLARDS 1 2 3 VERT : HORIZ : 1" = 10' feet 2010100 scale 1" = 20' feet 4020200 scale PLAN PROFILE LEGEND STRUCTURAL WALL CONCRETE SIDEWALK NOTE: DESIGN RADIUS AT CONNECTION TO EXISTING INTERURBAN TRAIL TO BE VERIFIED. 4/25/18 TP-2 AS SHOWN- - AD NAS - STRANDER BOULEVARD EXTENSION PHASE 3 INTERURBAN TRAIL PLAN AND PROFILE - SHEET 2- 4/25/18 4/25/18 80 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. SECTION - SE WALL SCALE: NTS 8.00'8.00'4.00'4.00' SE WALL WALL 8 SOUTH OF STRANDER WALL 10 NORTH OF STRANDER SE WALL WALL 9 SOUTH OF STRANDER WALL 11 NORTH OF STRANDER PEDESTRIAN HAND RAIL, TYP 6" HMA 6" CSBC STRUCTURAL FILLEXISTING GROUND 6.00'6.00' 2.00'2.00' 3:1 3:1 5:15:1 6" HMA 6" CSBC GRAVEL BORROW SECTION - FILL 3:1 SLOPE SCALE: NTS EXISTING GROUND 8.00'8.00' 6" HMA 6" CSBC GRAVEL BORROW SECTION - FILL 2:1 SLOPE SCALE: NTS EXISTING GROUND 2:1 2:1 STA "I" 91+30 TO STA "I" 92+00 STA "I" 94+00 TO STA "I" 94+65 STA "I" 90+14 TO STA "I" 91+30 STA "I" 94+65 TO STA "I" 96+12 STA "I" 92+00 TO STA "I" 92+45 STA "I" 93+60 TO STA "I" 94+65 7.00'7.00' SECTION - BRIDGE SCALE: NTS STA "I" 92+45 TO STA "I" 93+60 ℄ "I" LINE ℄ "I" LINE ℄ "I" LINE ℄ "I" LINE PEDESTRIAN HAND RAIL, TYP La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 7 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 0 _ T P 0 3 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 TP-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 INTERURBAN TRAIL DETAILS SHEET 1- 4/25/18 4/25/18 81 186 -10 0 10 20 30 40 -10 0 10 20 30 40 -0+20 0+00 1+00 2+00 2+40 -0.50% 1.50% 4.50% ST A 0 + 3 9 . 5 0 EL 1 7 . 5 0 ST A 0 + 5 4 . 3 7 EL 1 7 . 7 2 ST A 1 + 9 4 . 5 6 EL 2 4 . 0 2 ST A 2 + 2 0 EL 2 3 . 9 0 -0.50% 1.50% 4.50% ST A 0 + 3 9 . 5 0 EL 1 7 . 5 0 ST A 0 + 5 4 . 3 7 EL 1 7 . 7 2 ST A 1 + 9 4 . 5 6 EL 2 4 . 0 2 ST A 2 + 2 0 EL 2 3 . 9 0 EXISTING GROUND 25 3 0 26 27 28 29 3 1 3 2 3 3 3 4 11 17 18 201819 21 22 23 2424 33 31 32 33 X X X X X STA "STP" 1+99.86 7.00' LT STA "STP" 1+99.86 7.00' RTSTA "STP" 0+53.50 7.00' LT STA "STP" 0+53.50 7.00' RT 1 STA "STP" 2+20 4.61' RT 1STA "STP" 2+20 1.23' LTCONSTRUCTIONCL"STP" LINE 17 + 0 0 18 + 0 0 CONSTRUCTION CL "S" LINE BNSF 2+20 0+00 1+00 2+00 S T R A N D E R B L V D 4 2 3 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 7 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 1 _ S O 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y PLAN PROFILE CONSTRUCTION NOTES MATCH EXISTING SOUND TRANSIT PEDESTRIAN PATH VEHICULAR BRIDGE. SEE STRUCTURAL PLANS. EXISTING BNSF BRIDGE. SEE STRUCTURAL PLANS. SHARED USE PATH 1 2 3 4 VERT : HORIZ : 1" = 10' feet 2010100 scale 1" = 20' feet 4020200 scale LEGEND STRUCTURAL WALL CONCRETE SIDEWALK 4/25/18 SO-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 SOUND TRANSIT PEDESTRIAN PATH SHEET 1- 4/25/18 4/25/18 82 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. SECTION SCALE: NTS SECANT PILE CAP 4' Ø SECANT PILE, TYP CONCRETE FASCIA WALL GRAVEL BORROW FILL 6" CSBC 6" HMA SEAL 7'7'6'6' 1'1' SECTION SCALE: NTS 7'7' SOLDIER PILE WALL 6" CSBC 6" HMA CIP WALL SOUND TRANSIT LOOP ROAD SOUND TRANSIT LOOP ROAD SECTION SCALE: NTS 7'7' SOLDIER PILE WALL 6" CSBC 6" HMA STA "STP" 1+10 TO STA "STP" 1+18 EXISTING GROUND EXISTING GROUND EXISTING GROUND STA "STP" 1+18 TO STA "STP" 1+84 SECTION SCALE: NTS 7' *7' * 6" CSBC 6" HMA EXISTING GROUND STA "STP" 0+53 TO STA "STP" 1+10 TRANSITION TO MATCH EX PATH WIDTH AT STA "STP" 2+20 STA "STP" 1+84 TO STA "STP" 2+20 * ℄ "STP" LINE ℄ "STP" LINE ℄ "STP" LINE ℄ "STP" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 7 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 1 _ S O 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 SO-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 SOUND TRANSIT PEDISTRIAN PATH DETAILS - SHEET 1- 4/25/18 4/25/18 83 186 30 3 0 2 9 2 9 29 26 26 27 28 29 2 9 29 29 2 9 29 29 X X X X X X X X X TACO BELL W E S T V A L L E Y H W Y S S SSCO SSCO 3 3 7 3 5 6 4 8 20 25 1819 21222324 26 2728 29 272829 1 TB-2 2 TB-2 N O R T H D R I V E W A Y STRANDER BLVD 1 6 2 + 0 0 16 3 + 0 0 1 6 4 + 0 0 CONSTRUCTION CL "V" LINE 2 STA "V" 164+11.41 156.13' LT 2 STA "V" 164+16.64 219.93' LT 1 STA "V" 164+11.99 183.29' LT 1 STA "V" 164+13.06 195.89' LT 4 9 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 8 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 2 _ T B 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03 MATCH EXISTING CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03 PROTECT EXISTING DETENTION PIPE TIE IN STORM TO EXISTING STRUCTURE. SEE DRAINAGE PLANS. STORM PIPE TO STRANDER ROADWAY DRAINAGE SYSTEM. SEE DRAINAGE PLANS. INSTALL DRAINAGE STRUCTURE. TIE INTO EXISTING STORM PIPE. SEE DRAINAGE PLANS. INSTALL SANITARY SEWER STRUCTURE. TIE INTO EXISTING SEWER PIPE. SEE UTILITY PLANS. CONCRETE SIDEWALK PER COT STD PLAN RS-011 STRUCTURAL WALL. SEE STRUCTURAL PLANS. 1 2 3 4 LEGEND: REMOVE ASPHALT PAVEMENT AND CURB REMOVE LANDSCAPE AREA CONCRETE SIDEWALK STRUCTURAL WALL 5 6 7 8 9 1" = 15' feet 3015150 scale KEY PLAN 4/25/18 TB-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 TACO BELL SITE PLAN SHEET 1- 4/25/18 4/25/18 84 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 2STA "V" 163+00.74 236.03' LT 3STA "V" 162+91.39 234.38' LT 1 STA "V" 162+98.36 220.03' LT, PC 1 STA "V" 162+94.93 218.95' LT, PC, PT 1 STA "V" 162+90.96 231.49' LT, PT R=1.50 R=14.50 TACO BELL 2STA "V" 163+71.77 62.83' LT2STA "V" 163+71.37 52.08' LT 1STA "V" 163+81.80 65.46' LT, PT 1STA "V" 163+87.92 69.07' LT, PC 2STA "V" 163+99.22 88.81' LT, PT 1STA "V" 163+74.82 52.04' LT, PC 1STA "V" 163+84.69 54.68' LT, PT 1STA "V" 164+00.45 64.00' LT, PC 1STA "V" 164+09.78 79.95' LT, PT 2STA "V" 164+09.85 83.17' LT, PT 4STA "V" 163+87.41 70.77' LT 5STA "V" 163+87.25 77.47' LT 5STA "V" 163+94.65 80.30' LT R=19.00 R=19.00 R=18.50 R=22.50 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 8 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 2 _ T B 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03 MATCH EXISTING CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03 MATCH NEW CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03. SEE DRIVEWAY PLANS. TACO BELL DRIVE THROUGH ORDER SPEAKER TACO BELL DRIVE THROUGH MENU 1 2 3 4 5 SITE DETAIL1 TB-1 SCALE: 1"=5' SITE DETAIL2 TB-1 SCALE: 1"=5' 4/25/18 TB-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 TACO BELL DETAILS SHEET 1- 4/25/18 4/25/18 85 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 3 0 2 8 2 9 29 29 29 X X X X X X X X X X X X X X X X X X X X X X X JACK IN THE BOX W E S T V A L L E Y H W Y 1 JB-2 15 20 25 13141617181921222324262728 2 9 20 2 5 1 7 18 19 21 22 23 2 4 26 27 30 2 7 28 29 31 32 33 1 6 5 + 0 0 16 6 + 0 0 1 6 7 + 0 0 STRANDER BLVD S O U T H D R I V E W A Y 2 STA "V" 165+41.86 53.36' LT CONSTRUCTION CL "V" LINE 1STA "V" 165+42.22 69.06' LT, PC 1STA "V" 165+39.78 71.62' LT, PT, PC 1STA "V" 165+13.65 99.07' LT, PT 5 STA "V" 165+44.97 218.37' LT 4 STA "V" 165+43.72 207.07' LT, PT 4 STA "V" 165+38.52 201.32' LT, PT, PC 4 STA "V" 165+21.66 181.70' LT, PC 4 6 3 7 8 83 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 3 _ J B 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03 MATCH EXISTING CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03 CONCRETE SIDEWALK PER COT STD PLAN RS-011 IMPACT RATED VEHICLE BARRIER. SEE STRUCTURAL PLANS. MATCH EXISTING CURB. IMPACT RATED VEHICLE BARRIER. SEE STRUCTURAL PLANS. INSTALL SANITARY SEWER STRUCTURE. TIE INTO EXISTING SEWER PIPE. SEE UTILITY PLANS. STORM DRAINAGE. SEE DRAINAGE PLANS. STRUCTURAL WALL. SEE STRUCTURAL PLANS. 1 2 3 4 LEGEND REMOVE ASPHALT PAVEMENT AND CURB REMOVE LANDSCAPE AREA CONCRETE SIDEWALK STRUCTURAL WALL 5 6 7 8 1" = 15' feet 3015150 scale KEY PLAN 4/25/18 JB-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 JACK IN THE BOX SITE PLAN SHEET 1- 4/25/18 4/25/18 86 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 1STA "V" 166+59.24 182.59' LT 1STA "V" 166+51.67 183.63' LT, PT 3STA "V" 166+49.96 185.88' LT, PC 2 STA "V" 166+14.71 209.17' LT 1 STA "V" 166+12.39 194.09' LT, PT 3 STA "V" 166+23.60 192.59' LT, PC 1 STA "V" 166+21.34 190.81' LT, PT 1 STA "V" 166+14.13 191.80' LT, PC R=1.50 R=1.50R=1.50 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 1 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 3 _ J B 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03 MATCH EXISTING CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03 MATCH NEW CEMENT CONCRETE CURB PER WSDOT STD PLAN F-10.12-03. SEE DRIVEWAY PLANS. 1 2 3 SITE DETAIL1 JB-1 SCALE: 1"=5' 1" = 5' feet 10550 scale LEGEND: CONCRETE SIDEWALK STRUCTURAL WALL 4/25/18 JB-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 JACK IN THE BOX DETAILS SHEET 1- 4/25/18 4/25/18 87 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 1 0 . 8 ' 1 1 . 2 ' 1 0 . 1 ' 1 1 . 0 ' 1 2 . 0 ' 1 1 . 0 ' 1 0 . 7 ' X X X X X X X X X X X X X 1 0 . 6 ' 1 1 . 4 ' 1 1 . 9 ' 1 2 . 1 ' 1 0 . 7 ' 1 2 . 1 ' 163+00164+00165+00166+00167+00168+00 6+38 6+00 1 . 1 ' 1 . 9 ' 5 6 6 6 6 6 6 6 6 3 10 3 2 3 8 7 7 8 7 8 8 3 4 2 2 4 3 3 2 3 10 3 4 7 8 8 1 . 1 ' 1 . 1 ' 5 STA "V" 166+44.83, 21.21' RT STA "V" 166+44.93, 9.80' RT STA "V" 166+44.89, 2.04' LT STA "V" 166+44.85, 14.22' LT STA "V" 166+44.82, 24.98' LT STA "V" 165+33.00, 21.48' RT STA "V" 165+33.00, 2.29' LT STA "V" 165+33.00, 14.07' LT STA "V" 165+33.00, 24.63' LT STA "V" 165+33.00, 9.86' RT STA "V" 165+33.00, 39.24' LT STA "V" 164+95.92, 66.78' RT STA "V" 164+82.27, 66.79' RT STA "V" 164+71.24, 66.81' RT STA "V" 164+70.18, 90.81' RT STA "V" 164+59.18, 90.82' RT STA "V" 164+47.18, 90.83' RT STA "V" 164+36.22, 88.68' RT STA "V" 163+92.00, 47.34' RT STA "V" 163+92.00, 22.10' RT STA "V" 163+92.00, 11.24' RT STA "V" 163+68.00, 11.23' RT STA "V" 163+68.00, 11.87' LT STA "V" 163+68.00, 0.17' RT STA "V" 163+69.49, 22.87' LT STA "V" 163+70.25, 33.54' LT STA "V" 164+29.87, 87.56' LT STA "V" 164+40.81, 86.46' LT STA "V" 164+51.75, 85.36' LT STA "V" 164+62.70, 84.26' LT STA "V" 164+74.64, 83.06' LT STA "V" 164+80.34, 82.81' LT STA "V" 164+91.29, 81.71' LT STA "V" 165+02.93, 87.53' LT STA "V" 165+01.80, 66.26' LT STA "V" 164+30.16, 73.46' LT STA "V" 164+08.14, 38.35' LT STA "V" 164+08.27, 47.65' RT STA "V" 164+12.45, 52.87' RT STA "V" 164+98.45, 52.78' RT STA "V" 165+02.76, 46.01' RT STA "V" 165+13.02, 46.42' LT 23 10+01 11+00 WEST VALLEY HWY CONSTRUCTION CL "V" LINE 1" = 20' feet 4020200 scale KEY PLAN La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 4 _ C H . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MATCH LINE STA "SW" 5+40, LINE SHEET CH-3 MATCH LINE STA " S " 1 1 + 4 0 SEE SHEET CH-4 MA T C H L I N E S T A " V " 1 6 2 + 8 0 SE E S H E E T C H - 2 CONSTRUCTION NOTES 2 WHITE PAINTED WIDE LANE LINE PER WSDOT STD. M-20.10-02 3 WHITE PAINTED LANE LINE PER WSDOT STD. M-20.10-02 4 WHITE PAINTED EDGE/SOLID LANE LINE PER WSDOT STD. M-20.10-02 5 WHITE PAINTED DOTTED EXTENSION LANE LINE PER WSDOT STD. PLAN M-20.10-02 6 WHITE PLASTIC TRAFFIC ARROWS PER WSDOT STD. PLAN M-24.40-02 7 WHITE PLASTIC CROSSWALK PER WSDOT STD. PLAN M-15.10-01 8 WHITE PLASTIC STOP LINE PER WSDOT STD. PLAN M-24.60-04 10 YELLOW PAINTED MEDIAN CURB PER WSDOT STD. PLAN M-20.10-02 23 YELLOW PAINTED ISLAND GORE STRIPING PER DETAIL X ON SHEET XX 4/25/18 CH-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 CHANNELIZATION & SIGNING PLAN SHEET 1- 4/25/18 4/25/18 88 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X 158+00 159+00 160+00161+00162+00 3 2 3 10 3 4 STA "V" 161+74.46, 33.22' RT STA "V" 161+74.47, 21.98' RT STA "V" 161+74.47, 11.12' RT STA "V" 161+74.77, 0.06' RT STA "V" 158+73.13, 2.25' LT STA "V" 158+73.13, 13.25' LT STA "V" 158+73.13, 23.81' LT WEST VALLEY HWY CONSTRUCTION NOTES 2 WHITE PAINTED WIDE LANE LINE PER WSDOT STD. M-20.10-02 3 WHITE PAINTED LANE LINE PER WSDOT STD. M-20.10-02 4 WHITE PAINTED EDGE/SOLID LANE LINE PER WSDOT STD. M-20.10-02 10 YELLOW PAINTED MEDIAN CURB PER WSDOT STD. PLAN M-20.10-02 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 4 _ C H . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SE E S H E E T C H - 1 MA T C H L I N E S T A " V " 1 6 2 + 8 0 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 CH-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 CHANNELIZATION & SIGNING PLAN SHEET 2- 4/25/18 4/25/18 89 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X 1 0 . 4 ' 1 1 . 0 ' 1 1 . 8 ' 1 1 . 0 ' 1 1 . 0 ' 1 1 . 2 ' 2+00 3+00 4+00 5+00 14 11 14 15 14 6 6 6 3 1 3 2 3 R = 757.9' R = 600.0' R = 589.0' R = 577.0' R = 566.0' R = 555.0' WSDOT STRIPING TUKWILA STRIPIN G 8 8 STA "SW" 2+12.11, 14.91' LT STA "SW" 2+27.09, 2.02' LT STA "SW" 2+23.39, 16.30' RT STA "SW" 3+32.10, 10.50' LT STA "SW" 3+33.06, 21.52' LT STA "SW" 3+79.09, 12.08' RT STA "SW" 2+89.66, 2.02' RT STA "SW" 3+79.22, 23.08' RT STA "SW" 4+75.00 STA "V" 165+33.00, 21.48' RT STA "V" 165+33.00, 2.29' LTSTA "V" 165+33.00, 9.86' RT STA "V" 164+47.18, 90.83' RT STA "V" 164+36.22, 88.68' RT STA "V" 163+68.00, 0.17' RT STRANDE R B L V D CONSTRUCTION CL "SW" LINE CONSTRUCTION CL "V" LINE MA T C H L I N E S T A " S W " 5 + 4 0 SE E S H E E T C H - 1 CONSTRUCTION NOTES 1 YELLOW PAINTED DOUBLE CENTER LINE PER WSDOT STD. PLAN M-20.10-02 2 WHITE PAINTED WIDE LANE LINE PER WSDOT STD. M-20.10-02 3 WHITE PAINTED LANE LINE PER WSDOT STD. M-20.10-02 6 WHITE PLASTIC TRAFFIC ARROWS PER WSDOT STD. PLAN M-24.40-02 11 DOUBLE SOLID YELLOW (DSY) PER COT STD. PLAN RS-13 14 SINGLE BROKEN WHITE (SBW) PER COT STD. PLAN RS-13 15 SINGLE SOLID WHITE LINE (SSW) PER COT STD. PLAN RS-13 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 4 _ C H . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 CH-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 CHANNELIZATION & SIGNING PLAN SHEET 3- 4/25/18 4/25/18 90 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 14 14 12 15 15 15 15 23 23 2' 2' 2' 2' WSDOT STRIPING TUKWILA STRIPING 4 2 STA "S" 13+28.56, 6.00' LT STA "S" 12+93.83, 5.96' RT STA "S" 12+43.87, 6.00' LT STA "S" 12+35.65, 28.00' LT STA "S" 12+82.48, 39.00' LT STA "S" 11+50.00 STA "V" 165+33.00, 39.24' LT 12 ' 12+00 13+00 14+00 STRANDER BLVD CONSTRUCTION CL "S" LINE CONSTRUCTION NOTES 12 SINGLE SOLID YELLOW (SSY) PER COT STD. PLAN RS-13 14 SINGLE BROKEN WHITE (SBW) PER COT STD. PLAN RS-13 15 SINGLE SOLID WHITE LINE (SSW) PER COT STD. PLAN RS-13 23 YELLOW PAINTED ISLAND GORE STRIPING PER DETAIL X ON SHEET XX La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 4 _ C H . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SE E S H E E T C H - 1 MA T C H L I N E S T A " S " 1 1 + 4 0 MA T C H L I N E S T A " S " 1 4 + 0 0 SE E S H E E T C H - 5 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 CH-4 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 CHANNELIZATION & SIGNING PLAN SHEET 4- 4/25/18 4/25/18 91 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 17 . 5 ' 17 . 5 ' 11 ' 11 ' 11 ' 11 ' 13 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 13 . 5 ' X X X X X X X X X X X X X X X 10 0 + 0 0 1 0 1 + 0 0 102+ 0 0 103+0 0 10 4 + 0 0 10 5 + 0 0 1 0 6 + 0 0 14 R = 41.5' R = 41.5' R = 6.65' 15 15 1415 11 R = 121.0' R = 138.5' 15 11 R = 103.5' 16 12 14 2' 2' 12 2' 2' 2' 2' 2' 2' 2' 2' 1:35 TAPER 1:35 TAPER R =180.0' 2' 2'16 6 12 STA "S" 15+22.00, 18.00' LT STA "S" 15+22.00, 29.00' LT STA "S" 15+22.00, 7.00' LT STA "S" 15+22.00, 6.00' RT STA "S" 15+22.00, 17.00' RT STA "S" 15+20.96, 28.00' RT STA "S" 16+79.50, 33.50' LT STA "S" 16+79.50, 22.50' LT STA "S" 16+79.50, 11.50' LT STA "S" 14+87.00, 28.00' LT STA "S" 14+24.38, 17.00' LT STA "S" 14+24.33, 6.00' LT STA "S" 14+24.58, 7.30' RT STA "S" 14+00.58, 30.18' RT STA "L" 100+66.40 17.50' RT STA "L" 100+82.99, 17.50' LT STA "S" 17+64.00, 11.50' LT STA "S" 17+64.00, 22.50' LT STA "S" 17+64.00, 33.50' LT STA "L" 104+35.70, 17.50' RT STA "L" 104+35.70, 0.00' STA "L" 104+35.70, 17.50' LT STA "S" 14+25.00, 18.29' RT STA "L" 105+68.64, 17.50' RT STA "L" 105+68.64, 0.00' STA "L" 105+68.64, 17.50' LT STA "S" 16+70.00, 11.23' LT STA "S" 16+00.00, 9.23' LT STA "L" 100+55.57, 0.00' STA "L" 100+55.57, 20.72' LT STA "S" 16+49.94, 6.00' RT 14+00 15+00 16+00 17+00 18+00 19+00 STRANDER BLVD CONSTRUCTION CL "S" LINE CONSTRUCTION CL "L" LINE CONSTRUCTION CL "L" LINE CONSTRUCTION NOTES 6 WHITE PLASTIC TRAFFIC ARROWS PER WSDOT STD. PLAN M-24.40-02 11 DOUBLE SOLID YELLOW (DSY) PER COT STD. PLAN RS-13 12 SINGLE SOLID YELLOW (SSY) PER COT STD. PLAN RS-13 14 SINGLE BROKEN WHITE (SBW) PER COT STD. PLAN RS-13 15 SINGLE SOLID WHITE LINE (SSW) PER COT STD. PLAN RS-13 16 WHITE PLASTIC STOP BAR PER COT STD. PLAN RS-19 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 4 _ C H . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SE E S H E E T C H - 4 MA T C H L I N E S T A " S " 1 4 + 0 0 MA T C H L I N E S T A " S " 1 9 + 0 0 SE E S H E E T C H - 6 SEE SHEET C H - 8 , V I E W B MATCH LIN E S T A " L " 1 0 6 + 0 0 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 CH-5 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 CHANNELIZATION & SIGNING PLAN SHEET 5- 4/25/18 4/25/18 92 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X 11 ' 11 ' 11 ' 11 ' 14 15 12 14 12 152' 2' R = 572.0' R = 572.0' R = 628.0' 12 STA "S" 19+56.50, 6.00' LT STA "S" 19+56.50, 17.00' LT STA "S" 19+56.50, 28.00' LT STA "S" 22+00.90, 28.00' RT STA "S" 22+37.90, 28.00' RT STA "S" 22+74.90, 28.00' RT STA "S" 22+37.90, 62.00' RT STA "S" 24+71.89, 17.00' RT STA "S" 23+71.37, 28.00' LT STA "S" 23+71.37, 28.00' RT STA "S" 24+50.80, 28.00' LT STA "S" 24+50.80, 28.00' RT 19+00 20+00 21+00 22+00 23+00 24+00 STRANDER BLVD CONSTRUCTION CL "S" LINE CONSTRUCTION NOTES 12 SINGLE SOLID YELLOW (SSY) PER COT STD. PLAN RS-13 14 SINGLE BROKEN WHITE (SBW) PER COT STD. PLAN RS-13 15 SINGLE SOLID WHITE LINE (SSW) PER COT STD. PLAN RS-13 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 4 _ C H . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y SE E S H E E T C H - 5 MA T C H L I N E S T A " S " 1 9 + 0 0 MA T C H L I N E S T A " S " 2 4 + 0 0 SE E S H E E T C H - 7 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 CH-6 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 CHANNELIZATION & SIGNING PLAN SHEET 6- 4/25/18 4/25/18 93 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 12. 1 ' 12' 12' 11. 6 ' 12' 18 171415 12 1412 15 21 21 22 20 19 R = 572.0' R = 628.0' 1 9 R = 430.0' R = 442.0' R = 454.0' R = 4 3 0 . 0 ' R = 4 6 6 . 0 ' STA "S" 24+72.11, 28.40' LT STA "S" 24+72.40, 6.00' LT STA "S" 24+71.90, 6.00' RT STA "S" 24+71.89, 28.00' RT STA "S" 24+71.89, 17.00' RT STA "S" 24+95.55, 27.69' LT STA "S" 24+84.48, 28.21' RT STA "S" 25+95.54, 6.00' LT STA "S" 25+95.54, 6.00' RT STA "S" 25+95.54, 18.00' RT STA "S" 28+04.45, 6.00' LT STA "S" 24+50.80, 28.00' LT STA "S" 24+50.80, 28.00' RT STA "S" 28+82.80, 6.00' RT STA "S" 28+54.68, 18.00' LT 24+00 25+00 26+00 27+0 0 28 + 0 0 2 9 + 0 0 SW 2 7 T H S T CONSTRUCTION CL "S" LINE CONSTRUCTION NOTES 12 SINGLE SOLID YELLOW (SSY) PER COT STD. PLAN RS-13 14 SINGLE BROKEN WHITE (SBW) PER COT STD. PLAN RS-13 15 SINGLE SOLID WHITE LINE (SSW) PER COT STD. PLAN RS-13 17 WHITE PLASTIC CROSSWALK PER COR STD. PLAN 127 18 WHITE PLASTIC STOP LINE PER COR STD. PLAN 128 19 WHITE PAINTED LANE LINE PER COR STD. PLAN H008 20 YELLOW CENTER LINE PER COR STD. PLAN H001 21 WHITE PAINTED LEFT TURN ARROW PER COR STD. PLAN H008 22 WHITE PAINTED EDGE/SOLID LANE LINE PER COR STD. PLAN H008 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 4 _ C H . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y MAT C H L I N E S T A " S " 2 8 + 6 0 SEE S H E E T C H - 8 , V I E W A M A T C H L I N E S T A " S " 2 4 + 0 0 S E E S H E E T C H - 6 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 CH-7 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 CHANNELIZATION & SIGNING PLAN SHEET 7- 4/25/18 4/25/18 94 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X 106+ 0 0 107+00 108+00 108+66 15 11 15 R = 180.0' R = 1 8 0 . 0 ' STA "S" 16+79.50, 33.50' LT STA "S" 16+79.50, 22.50' LT STA "S" 16+79.50, 11.50' LT STA "S" 17+64.00, 33.50' LT STA "S" 16+70.00, 11.23' LT STA "L" 106+99.75, 17.50' RT STA "L" 106+99.75, 17.50' LT STA "L" 106+99.75, 0.00' STA "L" 108+00.00, 17.50' LT STA "L" 108+00.00, 17.50' RT STA "L" 108+65.90, 0.00' TUKWILA S T A T I O N A C C E S S R D CONSTRUCTION CL "L" LINE 1 7 . 5 0 ' 1 7 . 5 0 ' 19 19 R = 430.0' R = 466.0' STA "S" 28+82.80, 6.00' RT STA "S" 29+26.53, 18.00' RT STA "S" 31+13.09, 18.00' LT STA "S" 28+54.68, 18.00' LT STA "S" 29+26.53, 18.00' LT 29+00 30+00 31+00 SW 27TH ST CONSTRUCTION CL "S" LINE PLAN VIEW A PLAN VIEW B CONSTRUCTION NOTES 11 DOUBLE SOLID YELLOW (DSY) PER COT STD. PLAN RS-13 15 SINGLE SOLID WHITE LINE (SSW) PER COT STD. PLAN RS-13 19 WHITE PAINTED LANE LINE PER COR STD. PLAN H008 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 4 _ C H . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y M A T C H L I N E S T A " S " 2 9 + 4 0 S E E S H E E T C H - 7 SE E S H E E T C H - 5 MA T C H L I N E S T A " L " 1 0 6 + 0 0 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 CH-8 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 CHANNELIZATION & SIGNING PLAN SHEET 8- 4/25/18 4/25/18 95 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. DR1-SD01 DR1-EX01 DR1-SD07 DR1-SD02 DR1-SD09 DR1-SD06 DR1-SD04 DR1-SD03 DR1-UD05 DR1-UD02 DR1-UD03 DR1-UD01 DR1-UD04 TACO BELL JACK IN THE BOX STRANDER BLVD W E S T V A L L E Y H W Y 10+01 11+00 12+00 13+00 6+38 6+00 1 6 3 + 0 0 16 4 + 0 0 1 6 5 + 0 0 16 6 + 0 0 CONSTRUCTION CL "SW" LINE CONSTRUCTION CL "V" LINE DR1-SD09 PEDESTRIAN BRIDGE S E E S H E E T D R - 2 M A T C H L I N E S T A " S " 1 3 + 2 5 MATCH LINE SEE SHEET DR-7 MATCH LINE SEE SHEET DR-8 STORM DRAINAGE NOTES 1.SEE UTILITY AND WATER PLANS FOR UTILITY INFORMATION NOT SHOWN ON THIS SHEET. 2.RECTANGULAR FRAME AND VANED GRATE SHALL BE PROVIDED AT ALL DRAINAGE STRUCTURES UNLESS OTHERWISE INDICATED. 3.ALL FRAMES, MANHOLE COVERS AND GRATES SHALL BE LOCKING TYPE. La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 5 _ D R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 DR-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PLAN SHEET 1- 4/25/18 4/25/18 96 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X PUMP WET WELL DR2-SD15 DR2-SD14DR2-SD13 DR2-SD08 DR2-SD12 DR2-SD01 DR2-SD02 DR2-SD10 DR2-SD07 DR2-SD09 DR2-SD06 DR2-SD04 DR2-SD03 DR2-SD05 DR2-SD11 DR2-UD05 DR2-UD06 DR2-UD11 DR2-UD12 DR2-UD03 DR2-UD02 DR2-UD08 DR2-UD04 DR2-UD01 DR2-UD10 DR2-UD07 STRANDER BLVD UNDERDRAIN PUMP STRUCTURE. SEE SHEET PS-1. 14+00 15+00 16+00 17+00 100+00 101+00 102+ 0 0 103+0 0 10 4 + 0 0 105+00 CONSTRUCTION CL "L" LINE CONSTRUCTION CL "S" LINE DR2-UD09 UNDERDRAIN FORCE MAIN. SEE SHEET PS-1. VEHICULAR BRIDGE UPRR BRIDGE S E E S H E E T D R - 3 M A T C H L I N E S T A " S " 1 7 + 4 0 SE E S H E E T D R - 1 MA T C H L I N E S T A " S " 1 3 + 2 4 MATCH LINE SEE SHEET DR-5 MATCH LINE SEE SHEET DR-6 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 5 _ D R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y STORM DRAINAGE NOTES 1.SEE UTILITY AND WATER PLANS FOR UTILITY INFORMATION NOT SHOWN ON THIS SHEET. 2.RECTANGULAR FRAME AND VANED GRATE SHALL BE PROVIDED AT ALL DRAINAGE STRUCTURES UNLESS OTHERWISE INDICATED. 3.ALL FRAMES, MANHOLE COVERS AND GRATES SHALL BE LOCKING TYPE. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 DR-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PLAN SHEET 2- 4/25/18 4/25/18 97 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X T DR3-SD07 DR3-SD08 DR3-SD06 DR3-SD05 DR3-SD04 DR3-SD03 DR3-SD02 DR3-SD01 DR3-UD11 DR3-UD10 DR3-UD12 DR3-UD08DR3-UD05DR3-UD02 DR3-UD09 DR3-UD07 DR3-UD06 DR3-UD03 DR3-UD04DR3-UD01 STRANDER BLVD 18+00 19+00 20+00 21+00 22+00 CONSTRUCTION CL "S" LINE BNSF BRIDGE MA T C H L I N E S T A " S " 1 7 + 4 0 S E E S H E E T D R - 2 M A T C H L I N E S T A " S " 2 1 + 8 0 S E E S H E E T D R - 4 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 5 _ D R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y STORM DRAINAGE NOTES 1.SEE UTILITY AND WATER PLANS FOR UTILITY INFORMATION NOT SHOWN ON THIS SHEET. 2.RECTANGULAR FRAME AND VANED GRATE SHALL BE PROVIDED AT ALL DRAINAGE STRUCTURES UNLESS OTHERWISE INDICATED. 3.ALL FRAMES, MANHOLE COVERS AND GRATES SHALL BE LOCKING TYPE. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 DR-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PLAN SHEET 3- 4/25/18 4/25/18 98 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. STRANDER BLVD 23+00 24+00 25+00 26+00 27+0 0 28 + 0 0 CONSTRUCTION CL "S" LINE PROTECT EXISTING STORM PROTECT EXISTING STORM MA T C H L I N E S T A " S " 2 1 + 8 0 S E E S H E E T D R - 3 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 5 _ D R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y STORM DRAINAGE NOTES 1.SEE UTILITY AND WATER PLANS FOR UTILITY INFORMATION NOT SHOWN ON THIS SHEET. 2.RECTANGULAR FRAME AND VANED GRATE SHALL BE PROVIDED AT ALL DRAINAGE STRUCTURES UNLESS OTHERWISE INDICATED. 3.ALL FRAMES, MANHOLE COVERS AND GRATES SHALL BE LOCKING TYPE. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 DR-4 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PLAN SHEET 4- 4/25/18 4/25/18 99 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S O U N D T R A N S I T D R I V E 1 0 8 + 6 6 106+00 1 0 7 + 0 0 1 0 8 + 0 0 CONSTRUCTION CL "L" LINE MATCH LIN E S T A " L " 1 0 6 + 0 0 SEE SHEE T D R - 2 1.SEE UTILITY AND WATER PLANS FOR UTILITY INFORMATION NOT SHOWN ON THIS SHEET. 2.RECTANGULAR FRAME AND VANED GRATE SHALL BE PROVIDED AT ALL DRAINAGE STRUCTURES UNLESS OTHERWISE INDICATED. 3.ALL FRAMES, MANHOLE COVERS AND GRATES SHALL BE LOCKING TYPE. La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 5 _ D R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y STORM DRAINAGE NOTES 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 DR-5 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PLAN SHEET 5- 4/25/18 4/25/18 100 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. DR6-SD01 DR6-SD03 DR6-SD04 EXMH1 DR6-SD02 UNDERDRAIN FORCE MAIN. SEE SHEET PS-1. MA T C H L I N E S E E S H E E T D R - 8 MATCH LINE SEE SHEET DR-2 MA T C H L I N E S E E S H E E T D R - 9 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 5 _ D R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y STORM DRAINAGE NOTES 1.SEE UTILITY AND WATER PLANS FOR UTILITY INFORMATION NOT SHOWN ON THIS SHEET. 2.RECTANGULAR FRAME AND VANED GRATE SHALL BE PROVIDED AT ALL DRAINAGE STRUCTURES UNLESS OTHERWISE INDICATED. 3.ALL FRAMES, MANHOLE COVERS AND GRATES SHALL BE LOCKING TYPE. 4.SEE SHEET DD-1 FOR POND PLAN. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 DR-6 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PLAN SHEET 6- 4/25/18 4/25/18 101 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X DR7-SD01 DR7-EX01 DR7-EX02 DR7-SD02 DR7-SD04 W E S T V A L L E Y H W Y DR7-SD03 16 2 + 0 0 CONSTRUCTION CL "V" LINE MATCH LINE SEE SHEET DR-1 M A T C H L I N E S E E S H E E T D R - 5 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 5 _ D R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y STORM DRAINAGE NOTES 1.SEE UTILITY AND WATER PLANS FOR UTILITY INFORMATION NOT SHOWN ON THIS SHEET. 2.RECTANGULAR FRAME AND VANED GRATE SHALL BE PROVIDED AT ALL DRAINAGE STRUCTURES UNLESS OTHERWISE INDICATED. 3.ALL FRAMES, MANHOLE COVERS AND GRATES SHALL BE LOCKING TYPE. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 DR-7 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PLAN SHEET 7- 4/25/18 4/25/18 102 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W DR1-SD08 DR8-SD02 DR8-SD01 W E S T V A L L E Y H W Y 1 6 7 + 0 0 16 8 + 0 0 CONSTRUCTION CL "V" LINE MATCH LINE SEE SHEET DR-1 M A T C H L I N E S E E S H E E T D R - 6 MATCH LINE SEE SHEET DR-9 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 5 _ D R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y STORM DRAINAGE NOTES 1.SEE UTILITY AND WATER PLANS FOR UTILITY INFORMATION NOT SHOWN ON THIS SHEET. 2.RECTANGULAR FRAME AND VANED GRATE SHALL BE PROVIDED AT ALL DRAINAGE STRUCTURES UNLESS OTHERWISE INDICATED. 3.ALL FRAMES, MANHOLE COVERS AND GRATES SHALL BE LOCKING TYPE. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 DR-8 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PLAN SHEET 8- 4/25/18 4/25/18 103 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. X X X X X X X X X DR9-SD02 DR9-SD01 DR9-SD03 DR9-SD04 W E S T V A L L E Y H W Y 1 6 9 + 0 0 1 7 0 + 0 0 1 7 1 + 0 0 17 2 + 0 0 CONSTRUCTION CL "V" LINE CONNECT EXISTING TO NEW STRUCTURE M A T C H L I N E S T A " S " 2 1 + 8 0 S E E S H E E T D R - 6 MATCH LINE SEE SHEET DR-8 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 5 _ D R . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y STORM DRAINAGE NOTES 1.SEE UTILITY AND WATER PLANS FOR UTILITY INFORMATION NOT SHOWN ON THIS SHEET. 2.RECTANGULAR FRAME AND VANED GRATE SHALL BE PROVIDED AT ALL DRAINAGE STRUCTURES UNLESS OTHERWISE INDICATED. 3.ALL FRAMES, MANHOLE COVERS AND GRATES SHALL BE LOCKING TYPE. 1" = 20' feet 4020200 scale KEY PLAN 4/25/18 DR-9 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PLAN SHEET 9- 4/25/18 4/25/18 104 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE EAST MAIN RUN -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE EAST MAIN RUN (CONT) -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE EAST TRIBUTARY 1 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE EAST TRIBUTARY 2 -10 0 10 20 30 40 -10 0 10 20 30 40 59 LF @ 0.20% 12" HDPE 57 LF @ 0.20% 12" HDPE 150 LF @ 4.54% 12" HDPE 57 LF @ 0.20% 12" HDPE 150 LF @ 4.71% 12" HDPE 125 LF @ 1.00% 12" DIP150 LF @ 0.20% 12" DIP 29 LF @ 0.20% 18" DIP EXISTING GROUND FINISHED GRADE CONCRETE SEAL DR3-SD04, CB TYPE 1 STA "S" 19+00.00 (28.7' RT) RIM = 12.00 IE (N) = 9.09 (HDPE) IE (E) = 7.66 (HDPE) IE (W) = 6.40 (DIP) DR3-SD03, CB TYPE 1 STA "S" 19+00.00 (30.3' LT) RIM = 11.98 IE (S) = 9.21 (HDPE) DR3-SD06, CB TYPE 1 STA "S" 20+50.00 (28.7' RT) RIM = 18.28 IE (E) = 14.72 (HDPE) IE (N) = 14.89 (HDPE) IE (W) = 14.72 (HDPE) DR3-SD05, CB TYPE 1 STA "S" 20+50.00 (28.7' LT) RIM = 18.28 IE (S) = 15.00 (HDPE) DR3-SD08, CB TYPE 1 STA "S" 22+00.00 (28.7' RT) RIM = 24.88 IE (N) = 21.42 (HDPE) IE (W) = 21.53 (HDPE) DR3-SD07, CB TYPE 1 STA "S" 22+00.00 (28.7' LT) RIM = 24.88 IE (S) = 21.53 (HDPE) DR3-SD06, CB TYPE 1 STA "S" 20+50.00 (28.7' RT) RIM = 18.28 IE (E) = 14.72 (HDPE) IE (N) = 14.89 (HDPE) IE (W) = 14.72 (HDPE) DR3-SD04, CB TYPE 1 STA "S" 19+00.00 (28.7' RT) RIM = 12.00 IE (N) = 9.09 (HDPE) IE (E) = 7.66 (HDPE) IE (W) = 6.40 (DIP) DR3-SD02, CB TYPE 1 STA "S" 17+75.24 (28.7' RT) RIM = 10.35 IE (E) = 5.15 (DIP) IE (N) = 6.81 (HDPE) IE (W) = 5.15 (DIP) DR2-SD10, CB TYPE 2 48 IN STA "S" 16+25.01 (28.2' RT) RIM = 9.61 IE (N) = 6.04 (HDPE) IE (E) = 4.85 (DIP) IE (W) = 4.85 (DIP) DR2-SD07, CB TYPE 2 48 IN STA "S" 15+96.74 (24.1' RT) RIM = 9.55 IE (W) = 6.13 (DIP) IE (E) = 4.79 (DIP) IE (S) = 4.63 (HDPE) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 1- 4/25/18 4/25/18 105 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE EAST TRIBUTARY 3 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE EAST TRIBUTARY 4 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE WEST MAIN RUN -10 0 10 20 30 40 -10 0 10 20 30 40 61 LF @ 0.20% 12" HDPE 63 LF @ 0.30% 12" HDPE 46 LF @ 7.62 % 12" HDPE 119 LF @ 4.84% 12" DIP 81 LF @ 0.33% 18" DIP 50 LF @ 0.28% 18" DIP 66 LF @ 0.20% 18" DIP 21 LF @ 2.49% 18" HDPE EXISTING GROUND FINISHED GRADE CONCRETE SEAL DR2-SD10, CB TYPE 2 48 IN STA "S" 16+25.01 (28.2' RT) RIM = 9.61 IE (N) = 6.04 (HDPE) IE (E) = 4.85 (DIP) IE (W) = 4.85 (DIP) DR2-SD09, CB TYPE 1 STA "S" 16+25.07 (32.6' LT) RIM = 9.52 IE (S) = 6.16 (HDPE) DR3-SD02, CB TYPE 1 STA "S" 17+75.24 (28.7' RT) RIM = 10.35 IE (E) = 5.15 (DIP) IE (N) = 6.81 (HDPE) IE (W) = 5.15 (DIP) DR3-SD01, CB TYPE 1 STA "S" 17+75.29 (33.8' LT) RIM = 10.25 IE (S) = 7.00 (HDPE) DR2-SD02, CB TYPE 2 48 IN STA "S" 13+99.82 (30.4' RT) RIM = 10.00 IE (W) = 6.67 (DIP) IE (N) = 6.80 (HDPE) IE (E) = 6.67 (DIP) DR2-SD06, CB TYPE 2 48 IN STA "S" 15+30.86 (28.2' RT) RIM = 9.27 IE (W) = 6.26 (DIP) IE (N) = 6.26 (DIP) IE (E) = 6.26 (DIP) DR2-SD08, SDMH TYPE 2 STA "L" 104+45.83 (105.8' LT) RIM = 13.92 IE (N) = 4.10 (HDPE) DR2-SD03, CB TYPE 2 48 IN STA "S" 14+80.87 (28.1' RT) RIM = 9.38 IE (W) = 6.40 (DIP) IE (S) = 6.40 (DIP) IE (E) = 6.40 (DIP) DR1-SD06, CB TYPE 2 48 IN STA "S" 12+80.00 (28.8' RT) RIM = 15.83 IE (W) = 12.42 (HDPE) IE (S) = 12.42 (HDPE) IE (N) = 12.42 (HDPE) IE (E) = 12.42 (DIP) DR2-SD07, CB TYPE 2 48 IN STA "S" 15+96.74 (24.1' RT) RIM = 9.55 IE (W) = 6.13 (DIP) IE (E) = 4.79 (DIP) IE (S) = 4.63 (HDPE) DR1-SD05, CB TYPE 1 STA "S" 12+34.03 (34.4' RT) RIM = 19.16 IE (E) = 15.95 (HDPE) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 2- 4/25/18 4/25/18 106 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE WEST VALLEY HWY TRIBUTARY -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE WEST TRIBUTARY 1 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE WEST TRIBUTARY 2 -10 0 10 20 30 40 -10 0 10 20 30 40 49 LF @ 0.50% 12" HDPE 154 LF @ 5.45% 12" HDPE 67 LF @ 1.48% 12" HDPE 45 LF @ 7.20% 12" HDPE 63 LF @ 0.20% 12" HDPE 59 LF @ 0.19% 12" HDPE 57 LF @ 0.50% 12" DIP 58 LF @ 0.20% 12" DIP DR1-EX01, CB TYPE 1 STA "V" 163+33.40 (34.6' LT) RIM = 28.66 IE (S) = 25.50 (HDPE) DR1-SD01, CB TYPE 1 STA "S" 10+27.85 (81.2' LT) RIM = 28.80 IE (N) = 25.26 (HDPE) IE (SE) = 25.20 (HDPE) DR1-SD02, CB TYPE 1 STA "S" 10+80.92 (39.7' LT) RIM = 27.36 IE (NW) = 24.20 (HDPE) IE (E) = 24.20 (HDPE) DR1-SD03, CB TYPE 1 STA "S" 12+35.19 (39.7' LT) RIM = 18.97 IE (W) = 15.80 (HDPE) IE (E) = 15.80 (HDPE) DR1-SD04, CB TYPE 2 48 IN STA "S" 12+80.00 (34.1' LT) RIM = 15.72 IE (N) = 12.55 (HDPE) IE (W) = 12.55 (HDPE) IE (S) = 12.55 (HDPE) DR1-SD06, CB TYPE 2 48 IN STA "S" 12+80.00 (28.8' RT) RIM = 15.83 IE (W) = 12.42 (HDPE) IE (S) = 12.42 (HDPE) IE (N) = 12.42 (HDPE) IE (E) = 12.42 (DIP) DR2-SD02, CB TYPE 2 48 IN STA "S" 13+99.82 (30.4' RT) RIM = 10.00 IE (W) = 6.67 (DIP) IE (N) = 6.80 (HDPE) IE (E) = 6.67 (DIP) DR2-SD01, CB TYPE 1 STA "S" 14+00.04 (28.7' LT) RIM = 10.03 IE (S) = 6.92 (HDPE)DR2-SD04, CB TYPE 1 STA "S" 14+74.96 (28.7' LT) RIM = 9.40 IE (E) = 6.67 (DIP) DR2-SD05, CB TYPE 1 STA "S" 15+32.05 (29.9' LT) RIM = 9.23 IE (W) = 6.38 (DIP) IE (S) = 6.38 (DIP) DR2-SD06, CB TYPE 2 48 IN STA "S" 15+30.86 (28.2' RT) RIM = 9.27 IE (W) = 6.26 (DIP) IE (N) = 6.26 (DIP) IE (E) = 6.26 (DIP) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-3 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 3- 4/25/18 4/25/18 107 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE LOOP RD MAIN RUN -10 0 10 20 30 40 -10 0 10 20 30 40 73 LF @ 11 . 5 0 % 12" HDPE 73 LF @ 6.00% 12" HDPE 56 LF @ 9.50% 12" HDPE 44 LF @ 2.33% 12" DIP 41 LF @ 0.20% 12" DIP FINISHED GRADE CONCRETE SEAL PROFILE UNDERDRAIN TO OUTFALL -10 0 10 20 30 40 -10 0 10 20 30 40 59 LF @ 0.50% 12" HDPE DR2-SD11, CB TYPE 1 STA "L" 100+71.44 (18.9' LT) RIM = 9.07 IE (S) = 6.48 (DIP) IE (N) = 6.48 (DIP) DR2-SD03, CB TYPE 2 48 IN STA "S" 14+80.87 (28.1' RT) RIM = 9.38 IE (W) = 6.40 (DIP) IE (S) = 6.40 (DIP) IE (E) = 6.40 (DIP) DR2-SD14, CB TYPE 2 48 IN STA "L" 102+52.17 (5.2' RT) RIM = 24.35 IE (NE) = 21.21 (HDPE) IE (NW) = 21.21 (HDPE) DR2-SD15, CB TYPE 1 STA "L" 103+27.06 (18.2' LT) RIM = 29.24 IE (SW) = 25.60 (HDPE) DR2-SD13, CB TYPE 1 STA "L" 101+77.18 (18.2' LT) RIM = 16.49 IE (SE) = 12.78 (HDPE) IE (NW) = 12.78 (HDPE) DR2-SD12, CB TYPE 2 48 IN STA "L" 101+17.29 (4.1' LT) RIM = 11.15 IE (SE) = 7.50 (HDPE) IE (N) = 7.50 (DIP) DR6-SD02, CB TYPE 2 48 IN STA "L" 102+13.41 (61.5' RT) RIM = 27.76 IE (W) = 22.00 (HDPE) DR6-SD01, SDMH TYPE 3 48 IN STA "OUTFALL" 1+98.24 (0.2' RT) RIM = 27.75 IE (S) = 21.50 (HDPE) IE (E) = 21.70 (HDPE) IE (W) = 21.50 (HDPE) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-4 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 4- 4/25/18 4/25/18 108 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE OUTFALL -10 0 10 20 30 40 -10 0 10 20 30 40 EXISTING GROUND EXISTING GROUND PROFILE OUTFALL (CONT) -10 0 10 20 30 40 -10 0 10 20 30 40 9 LF @ 3.39% 18" CONCRETE PIPE 179 LF @ 0.50% 24" HDPE 218 LF @ 0.48% 24" HDPE 145 LF @ 0.50% 24" HDPE 71 LF @ 0.50% 24" HDPE 144 LF @ 0.50% 24" HDPE 151 LF @ 0.50% 24" HDPE 69 LF @ 0.44% 24" HDPE 9 LF @ 0.43% 24" HDPE DR8-SD01, SDMH TYPE 3 48 IN STA "V" 167+14.99 (222.1' LT) RIM = 26.64 IE (E) = 20.45 (HDPE) IE (N) = 20.45 (Concrete Pipe) IE (S) = 20.45 (HDPE) DR6-SD03, CB TYPE 2 72 IN, CONTROL STRUCTURE STA "L" 102+09.27 (251.6' RT) RIM = 27.40 IE (E) = 24.70 (Concrete Pipe) IE (N) = 22.40 (HDPE) DR6-SD01, SDMH TYPE 3 48 IN STA "OUTFALL" 1+98.24 (0.2' RT) RIM = 27.75 IE (S) = 21.50 (HDPE) IE (E) = 21.70 (HDPE) IE (W) = 21.50 (HDPE) DR8-SD02, SDMH TYPE 3 48 IN STA "V" 168+80.57 (211.0' LT) RIM = 26.90 IE (N) = 19.73 (HDPE) IE (S) = 19.73 (HDPE) DR9-SD04, SDMH TYPE 3 48 IN STA "V" 170+29.71 (175.7' LT) RIM = 27.01 IE (N) = 19.01 (HDPE) IE (W) = 19.01 (HDPE) DR9-SD03, SDMH TYPE 3 60 IN STA "V" 169+89.96 (30.8' LT) RIM = 32.79 IE (E) = 18.25 (HDPE) IE (S) = 18.25 (HDPE) DR9-SD02, SDMH TYPE 1 48 IN STA "V" 170+56.63 (30.7' LT) RIM = 34.49 IE (N) = 17.95 (HDPE) IE (W) = 17.95 (HDPE) DR9-SD01, CB TYPE 2 48 IN STA "V" 170+56.76 (22.0' LT) RIM = 33.82 IE (E) = 17.91 (HDPE) IE (N) = 21.00 (HDPE) IE (W) = 17.91 (HDPE) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-5 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 5- 4/25/18 4/25/18 109 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE JACK IN THE BOX TO OUTFALL -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE TACO BELL TO OUTFALL -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE JACK IN THE BOX TRIBUTARY -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE TACO BELL TRIBUTARY -10 0 10 20 30 40 -10 0 10 20 30 40 13 LF @ 0.00% 24" DIP 69 LF @ 0.80% 12" CONCRETE PIPE 105 LF @ 0.44% 12" HDPE 16 LF @ 6.74% 12" HDPE 142 LF @ 6.76% 12" HDPE 86 LF @ 0.20% 12" DIP 13 LF @ 0.00% 24" DIP 162 LF @ 4.78% 12" HDPE 80 LF @ 5.73% 12" HDPE EXISTING GROUND FINISHED GRADE CONCRETE SEAL 109 LF @ 0.20% 12" DIP DR1-SD09, CB TYPE 2 48 IN, FLOW SPLITTER STA "S" 12+35.37 (163.2' RT) RIM = 26.18 IE (SW) = 22.50 (HDPE) IE (N) = 22.00 (HDPE) IE (S) = 21.00 (Concrete Pipe) DR8-SD01, SDMH TYPE 3 48 IN STA "V" 167+14.99 (222.1' LT) RIM = 26.64 IE (E) = 20.45 (HDPE) IE (N) = 20.45 (Concrete Pipe) IE (S) = 20.45 (HDPE) DR1-SD09, CB TYPE 2 48 IN, FLOW SPLITTER STA "S" 12+35.37 (163.2' RT) RIM = 26.18 IE (SW) = 22.50 (HDPE) IE (N) = 22.00 (HDPE) IE (S) = 21.00 (Concrete Pipe) DR1-SD07, CB TYPE 1 STA "S" 12+24.58 (64.3' RT) RIM = 27.35 IE (S) = 24.05 (HDPE) DR1-SD08, CB TYPE 1 STA "S" 12+20.47 (169.5' RT) RIM = 27.08 IE (N) = 23.59 (HDPE) IE (NE) = 23.59 (HDPE) DR1-SD06, CB TYPE 2 48 IN STA "S" 12+80.00 (28.8' RT) RIM = 15.83 IE (W) = 12.42 (HDPE) IE (S) = 12.42 (HDPE) IE (N) = 12.42 (HDPE) IE (E) = 12.42 (DIP) DR7-SD02, CB TYPE 1 STA "V" 162+09.62 (34.5' LT) RIM = 29.08 IE (E) = 26.17 (DIP) IE (W) = 26.17 (DIP) DR7-EX01, CB TYPE 2 STA "V" 162+36.98 (153.3' LT) RIM = 29.60 IE (W) = 25.00 (DIP) DR7-SD01, CB TYPE 1 STA "V" 162+09.85 (51.5' RT) RIM = 29.73 IE (E) = 26.00 (DIP) DR7-EX02, SDMH TYPE 2, CONTROL STRUCTURE STA "S" 12+13.14 (224.1' LT) RIM = 29.50 IE (E) = 24.91 (HDPE) DR7-SD04, CB TYPE 2 48 IN STA "S" 12+87.96 (196.1' LT) RIM = 25.00 IE (W) = 20.30 (HDPE) IE (S) = 20.30 (HDPE) DR1-SD04, CB TYPE 2 48 IN STA "S" 12+80.00 (34.1' LT) RIM = 15.72 IE (N) = 12.55 (HDPE) IE (W) = 12.55 (HDPE) IE (S) = 12.55 (HDPE) DR7-SD03, CB TYPE 2 60 IN, CONTROL STRUCTURE STA "V" 162+34.00 (140.3' LT) RIM = 29.37 IE (E) = 25.00 (DIP) IE (W) = 26.39 (DIP) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-6 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 6- 4/25/18 4/25/18 110 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE UNDERDRAIN EAST MAIN RUN -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE UNDERDRAIN WEST MAIN RUN -10 0 10 20 30 40 -10 0 10 20 30 40 142 LF @ 4.00% 8" UNDERDRAIN PIPE 94 LF @ 0.53% 8" UNDERDRAIN PIPE 133 LF @ 0.38% 8" UNDERDRAIN PIPE 100 LF @ 4.83% 8" UNDERDRAIN PIPE 100 LF @ 3.05% 8" UNDERDRAIN PIPE89 LF @ 0.93% 8" UNDERDRAIN PIPE123 LF @ 0.49% 8" UNDERDRAIN PIPE EXISTING GROUND FINISHED GRADE CONCRETE SEAL EXISTING GROUNDFINISHED GRADE CONCRETE SEAL DR2-UD11, CB TYPE 1 STA "S" 16+58.01 (0.0' ) RIM = 10.34 IE (E) = 5.34 (UNDERDRAIN PIPE) IE (W) = 5.34 (UNDERDRAIN PIPE) IE (N) = 5.34 (UNDERDRAIN PIPE) IE (S) = 5.34 (UNDERDRAIN PIPE) DR1-UD03, CB TYPE 1 STA "S" 12+88.99 (3.6' LT) RIM = 15.67 IE (S) = 11.03 (UNDERDRAIN PIPE) IE (N) = 11.00 (UNDERDRAIN PIPE) IE (E) = 11.00 (UNDERDRAIN PIPE) DR2-UD02, CB TYPE 1 STA "S" 14+30.54 (1.7' LT) RIM = 10.16 IE (W) = 5.33 (UNDERDRAIN PIPE) IE (E) = 5.33 (UNDERDRAIN PIPE) IE (N) = 5.38 (UNDERDRAIN PIPE) IE (S) = 5.33 (UNDERDRAIN PIPE) DR2-UD08, CB TYPE 1 STA "S" 15+24.72 (0.0' RT) RIM = 9.83 IE (S) = 4.83 (UNDERDRAIN PIPE) IE (W) = 4.83 (UNDERDRAIN PIPE) IE (N) = 4.83 (UNDERDRAIN PIPE) IE (E) = 4.83 (UNDERDRAIN PIPE) DR3-UD11, CB TYPE 1 STA "S" 20+69.85 (0.0' ) RIM = 19.84 IE (W) = 14.64 (UNDERDRAIN PIPE) IE (N) = 14.64 (UNDERDRAIN PIPE) IE (S) = 14.64 (UNDERDRAIN PIPE) DR3-UD08, CB TYPE 1 STA "S" 19+69.85 (0.0' ) RIM = 14.98 IE (E) = 9.81 (UNDERDRAIN PIPE) IE (W) = 9.81 (UNDERDRAIN PIPE) IE (N) = 9.81 (UNDERDRAIN PIPE) IE (S) = 9.86 (UNDERDRAIN PIPE) DR3-UD05, CB TYPE 1 STA "S" 18+69.94 (2.2' RT) RIM = 11.84 IE (E) = 6.77 (UNDERDRAIN PIPE) IE (W) = 6.77 (UNDERDRAIN PIPE) IE (N) = 6.77 (UNDERDRAIN PIPE) IE (S) = 6.77 (UNDERDRAIN PIPE) DR3-UD02, CB TYPE 1 STA "S" 17+80.82 (2.3' RT) RIM = 10.91 IE (E) = 5.94 (UNDERDRAIN PIPE) IE (W) = 5.94 (UNDERDRAIN PIPE) IE (S) = 5.94 (UNDERDRAIN PIPE) IE (N) = 5.94 (UNDERDRAIN PIPE) DR2-UD11, CB TYPE 1 STA "S" 16+58.01 (0.0' ) RIM = 10.34 IE (E) = 5.34 (UNDERDRAIN PIPE) IE (W) = 5.34 (UNDERDRAIN PIPE) IE (N) = 5.34 (UNDERDRAIN PIPE) IE (S) = 5.34 (UNDERDRAIN PIPE) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-7 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 7- 4/25/18 4/25/18 111 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE UNDERDRAIN EAST TRIBUTARY 1 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE UNDERDRAIN LOOP RD MAIN -10 0 10 20 30 40 -10 0 10 20 30 40 99 LF @ 5.65% 8" UNDERDRAIN PI P E 84 LF @ 0.08% 8" UNDERDRAIN PIPE 44 LF @ 0.20% 8" UNDERDRAIN PIPE 46 LF @ 0.21% 8" UNDERDRAIN PIPE 33 LF @ 0.20% 8" UNDERDRAIN PIPE PROFILE UNDERRDRAIN PSE TRIBUTARY -10 0 10 20 30 40 -10 0 10 20 30 40 33 LF @ 0.06% 8" UNDERDRAIN PIPE 69 LF @ 4.19% 8" UNDERDRAIN PIPE 61 LF @ 4.79% 8" UNDERDRAIN PIPE 42 LF @ 0.00% 8" UNDERDRAIN PIPE DR2-UD02, CB TYPE 1 STA "S" 14+30.54 (1.7' LT) RIM = 10.16 IE (W) = 5.33 (UNDERDRAIN PIPE) IE (E) = 5.33 (UNDERDRAIN PIPE) IE (N) = 5.38 (UNDERDRAIN PIPE) IE (S) = 5.33 (UNDERDRAIN PIPE) DR2-UD05, CB TYPE 1 STA "L" 101+63.61 (21.7' RT) RIM = 16.35 IE (NW) = 11.00 (UNDERDRAIN PIPE) IE (NE) = 11.00 (UNDERDRAIN PIPE) DR2-UD03, CB TYPE 1 STA "L" 100+77.68 (21.4' RT) RIM = 10.24 IE (N) = 5.40 (UNDERDRAIN PIPE) IE (SE) = 5.40 (UNDERDRAIN PIPE) IE (E) = 5.40 (UNDERDRAIN PIPE) DR2-UD01, CLEAN OUT STA "S" 14+30.89 (45.3' LT) RIM = 6.19 IE (S) = 5.46 (UNDERDRAIN PIPE) DR3-UD11, CB TYPE 1 STA "S" 20+69.85 (0.0' ) RIM = 19.84 IE (W) = 14.64 (UNDERDRAIN PIPE) IE (N) = 14.64 (UNDERDRAIN PIPE) IE (S) = 14.64 (UNDERDRAIN PIPE) DR3-UD10, CLEAN OUT STA "S" 20+69.81 (46.5' LT) RIM = 15.47 IE (S) = 14.74 (UNDERDRAIN PIPE) DR3-UD12, CLEAN OUT STA "S" 20+69.85 (32.7' RT) RIM = 15.43 IE (N) = 14.71 (UNDERDRAIN PIPE) DR1-UD03, CB TYPE 1 STA "S" 12+88.99 (3.6' LT) RIM = 15.67 IE (S) = 11.03 (UNDERDRAIN PIPE) IE (N) = 11.00 (UNDERDRAIN PIPE) IE (E) = 11.00 (UNDERDRAIN PIPE) DR1-UD04, CLEAN OUT STA "S" 12+46.57 (63.3' RT) RIM = 14.61 IE (E) = 13.88 (UNDERDRAIN PIPE) DR1-UD05, CB TYPE 1 STA "S" 12+79.43 (64.4' RT) RIM = 17.73 IE (W) = 13.91 (UNDERDRAIN PIPE) IE (N) = 13.91 (UNDERDRAIN PIPE) DR1-UD02, CB TYPE 1 STA "S" 12+89.45 (64.4' LT) RIM = 16.97 IE (W) = 13.89 (UNDERDRAIN PIPE) IE (S) = 13.92 (UNDERDRAIN PIPE) DR1-UD01, CLEAN OUT STA "S" 12+48.24 (65.9' LT) RIM = 14.61 IE (E) = 13.89 (UNDERDRAIN PIPE) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-8 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 8- 4/25/18 4/25/18 112 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE UNDERDRAIN EAST TRIBUTARY 2 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE UNDERDRAIN EAST TRIBUTARY 3 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE UNDERDRAIN LOOP RD TRIBUTARY 1 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE UNDERDRAIN LOOP RD TRIBUTARY 2 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE UNDERDRAIN MAIN TO PUMP -10 0 10 20 30 40 -10 0 10 20 30 40 44 LF @ 0.20% 8" UNDERDRAIN PIPE 44 LF @ 0.20% 8" UNDERDRAIN PIPE 33 LF @ 0.20% 8" UNDERDRAIN PIPE 47 LF @ 0.20% 8" UNDERDRAIN PIPE 25 LF @ 0.20% 8" UNDERDRAIN PIPE 52 LF @ 0.20% 8" UNDERDRAIN PIPE 48 LF @ 0.20% 8" UNDERDRAIN PIPE 32 LF @ 0.20% 8" UNDERDRAIN PIPE 19 LF @ 0.50% 8" PVC PIPE DR2-UD05, CB TYPE 1 STA "L" 101+63.61 (21.7' RT) RIM = 16.35 IE (NW) = 11.00 (UNDERDRAIN PIPE) IE (NE) = 11.00 (UNDERDRAIN PIPE) DR2-UD06, CLEAN OUT STA "L" 101+65.55 (22.0' LT) RIM = 11.81 IE (SW) = 11.09 (UNDERDRAIN PIPE) DR2-UD03, CB TYPE 1 STA "L" 100+77.68 (21.4' RT) RIM = 10.24 IE (N) = 5.40 (UNDERDRAIN PIPE) IE (SE) = 5.40 (UNDERDRAIN PIPE) IE (E) = 5.40 (UNDERDRAIN PIPE) DR2-UD04, CLEAN OUT STA "L" 100+77.33 (22.7' LT) RIM = 6.21 IE (W) = 5.49 (UNDERDRAIN PIPE)DR3-UD08, CB TYPE 1 STA "S" 19+69.85 (0.0' ) RIM = 14.98 IE (E) = 9.81 (UNDERDRAIN PIPE) IE (W) = 9.81 (UNDERDRAIN PIPE) IE (N) = 9.81 (UNDERDRAIN PIPE) IE (S) = 9.86 (UNDERDRAIN PIPE) DR3-UD07, CLEAN OUT STA "S" 19+70.24 (47.4' LT) RIM = 10.63 IE (S) = 9.91 (UNDERDRAIN PIPE) DR3-UD09, CLEAN OUT STA "S" 19+69.90 (32.9' RT) RIM = 10.65 IE (N) = 9.93 (UNDERDRAIN PIPE) DR3-UD05, CB TYPE 1 STA "S" 18+69.94 (2.2' RT) RIM = 11.84 IE (E) = 6.77 (UNDERDRAIN PIPE) IE (W) = 6.77 (UNDERDRAIN PIPE) IE (N) = 6.77 (UNDERDRAIN PIPE) IE (S) = 6.77 (UNDERDRAIN PIPE) DR3-UD04, CLEAN OUT STA "S" 18+70.06 (49.6' LT) RIM = 7.60 IE (S) = 6.88 (UNDERDRAIN PIPE) DR3-UD06, CLEAN OUT STA "S" 18+69.90 (27.2' RT) RIM = 7.55 IE (N) = 6.82 (UNDERDRAIN PIPE) DR2-UD08, CB TYPE 1 STA "S" 15+24.72 (0.0' RT) RIM = 9.83 IE (S) = 4.83 (UNDERDRAIN PIPE) IE (W) = 4.83 (UNDERDRAIN PIPE) IE (N) = 4.83 (UNDERDRAIN PIPE) IE (E) = 4.83 (UNDERDRAIN PIPE) DR2-UD07, CLEAN OUT STA "S" 15+25.48 (47.9' LT) RIM = 5.66 IE (S) = 4.93 (UNDERDRAIN PIPE) DR2-UD09, CB TYPE 1 STA "S" 15+24.02 (31.7' RT) RIM = 9.73 IE (N) = 4.77 (UNDERDRAIN PIPE) IE (W) = 4.76 (PVC Pipe) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-9 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 9- 4/25/18 4/25/18 113 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. PROFILE UNDERDRAIN EAST TRIBUTARY 4 -10 0 10 20 30 40 -10 0 10 20 30 40 PROFILE UNDERDRAIN EAST TRIBUTARY 5 -10 0 10 20 30 40 -10 0 10 20 30 40 54 LF @ 0.20% 8" UNDERDRAIN PIPE 25 LF @ 0.20% 8" UNDERDRAIN PIPE 27 LF @ 0.20% 8" UNDERDRAIN PIPE 52 LF @ 0.20% 8" UNDERDRAIN PIPE DR3-UD02, CB TYPE 1 STA "S" 17+80.82 (2.3' RT) RIM = 10.91 IE (E) = 5.94 (UNDERDRAIN PIPE) IE (W) = 5.94 (UNDERDRAIN PIPE) IE (S) = 5.94 (UNDERDRAIN PIPE) IE (N) = 5.94 (UNDERDRAIN PIPE) DR3-UD01, CLEAN OUT STA "S" 17+82.29 (51.7' LT) RIM = 6.77 IE (S) = 6.05 (UNDERDRAIN PIPE) DR3-UD03, CLEAN OUT STA "S" 17+80.18 (27.3' RT) RIM = 6.72 IE (N) = 5.99 (UNDERDRAIN PIPE) DR2-UD11, CB TYPE 1 STA "S" 16+58.01 (0.0' ) RIM = 10.34 IE (E) = 5.34 (UNDERDRAIN PIPE) IE (W) = 5.34 (UNDERDRAIN PIPE) IE (N) = 5.34 (UNDERDRAIN PIPE) IE (S) = 5.34 (UNDERDRAIN PIPE) DR2-UD12, CLEAN OUT STA "S" 16+57.99 (27.1' RT) RIM = 6.12 IE (N) = 5.39 (UNDERDRAIN PIPE) DR2-UD10, CLEAN OUT STA "S" 16+57.98 (51.9' LT) RIM = 6.17 IE (S) = 5.44 (UNDERDRAIN PIPE) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 6 _ D P . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 DP-10 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DRAINAGE PROFILE SHEET 10- 4/25/18 4/25/18 114 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. F M F M F M F M P P P 25 26 27 27 25 26 27 28 30 2829 31 CELL 2 CELL 1 25 24 26 27 3 1 2 4 5 10+00 11+00 12 + 0 0 13 + 0 0 14 + 0 0 14 + 2 5 CONSTRUCTION CL "P" LINE 15' T Y P 15 ' T Y P 12' T Y P 2 0 2 5 2 1 2 2 2 3 2 4 2 6 2 7 25 26 27 23 24 25 2324 2627 STA "P" 10+91.58 39.29' LT STA "P" 10+95.33 39.12' RT STA "P" 11+74.20 44.58' RT STA "P" 12+84.65 41.64' RT STA "P" 13+37.12 35.75' RT STA "P" 12+94.07 42.09' LT STA "P" 12+87.56 27.97' LT STA "P" 12+66.54 35.06' LT STA "P" 12+10.27 41.75' LT STA "P" 12+80.29 38.20' RT STA "P" 12+89.99 37.97' RT STA "P" 12+81.01 25.91' LT STA "P" 12+85.81 24.77' LT R= 3 9 . 6 0 ' R= 2 4 1 . 9 0 ' R=85 . 2 5 ' R55 . 3 9 R= 3 4 . 4 0 ' R=84.10 ' ROW ROW X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X POND MAINTENANCE RD STA "P" 13+48.30 32.66' LT STA "P" 10+34.11 66.06' LT STA "P" 11+92.15 79.24' LT STA "P" 12+68.30 77.10' LT STA "P" 12+93.68 70.84' LT STA "P" 13+24.45 78.81' LT STA "P" 13+43.52 89.76' LT STA "P" 13+95.84 70.83' LT STA "P" 13+95.35 55.66' RT STA "P" 12+95.44 69.97' RT STA "P" 11+61.75 70.73' RT STA "P" 10+60.19 68.56' RT STA "P" 10+41.03 42.95' RT STA "P" 10+32.38 28.32' RT STA "P" 10+22.31 2.83' LT La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 1 : 4 5 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 7 _ D D 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y CONSTRUCTION NOTES RETROFIT EXISTING POND CONTROL STRUCTURE PROVIDE NEW INLET PROTECTION EXISTING RIPRAP OUTLET PROTECTION TO REMAIN EXISTING POND ACCESS ROAD TO REMAIN PROVIDE SECONDARY POND CONTROL STRUCTURE 1 2 3 4 1" = 15' feet 3015150 scale 5 4/25/18 DD-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 POND PLAN SHEET 1- 4/25/18 4/25/18 115 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. W E S T V A L L E Y H W Y G R E E N R I V E R R O W 24" OUTFALL EXISTING ROADWAY CRIB WALL 8'x8' OUTFALL PAD EXISTING WEST VALLEY DETENTION PIPE 100 YR FLOOD STRUCTURAL WALL STRUCTURAL WALL RIVER EMBANKMENT 1 0 1 5 2 0 2 5 30 8 9 1 1 1 2 1 3 1 4 1 6 1 7 1 8 1 9 2 1 2 2 2 3 2 4 2 6 2 7 2 8 29 31 3 2 20 25 18 19 21 22 23 24 26 27 28 29 20 25 18 19 21 22 23 24 26 2 : 1 2 : 1 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 2 : 4 8 P M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 8 _ D F . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 5' feet 10550 scale 4/25/18 DF-1 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 OUTFALL SITE PLAN SHEET 1- 4/25/18 4/25/18 116 186 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. La s t S a v e d b y : Ky l e . g r a y o n : Ap r 2 4 , 2 0 1 8 4 : 1 9 P M F i l e : Q:\ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 9 _ P S 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 35881 T H O M A S R. WIL C O X S T A T E OF WASHIN G T O N REGISTERED P R O FESSIONAL EN GI N E E R PR E L I M I N A R Y THIS S H E E T I N T E N T I O N A L L Y L E F T B L A N K F O R T H I S S U B M I T T A L STRANDER BOULEVARD EXTENSION PHASE 3 STORM PUMP STATION DESIGN DATA 117 186 STORM PUMP STATION DEMOLITION PLAN1 -SCALE: 1"=5'-0" DEMO EXIST CONC LID AND HATCH RETAIN AND REUSE EXIST 12" DIA PIPES CUT EXIST 20" DIA DISCHARGE PIPE DEMO EXIST CONC LID AND HATCH DEMO EXIST WETWELL WALL AND RECONSTRUCT PER NEW PIPINGDEMO EXIST VALVE VAULT WALL AND RECONSTRUCT PER NEW PIPING RETAIN AND REUSE EXIST PIPING, VALVES, EQUIPMENT, FITTINGS RETAIN AND REUSE EXIST PIPING, PUMPS, FITTINGS (SEE NOTE 1) / / / / / / / / / / / / / ////////////////////////// / / / / / / / / // / / / / / / / / ///// / / / / / / / / / / / / / / / / / / / / / / / //// DEMO 48 LF EXIST FENCE DEMO 5 LF EXIST FENCE DEMO 35 LF EXIST FENCE REMOVE EXIST GATE feet 10550 scale 1PS-3 PROTECT EXIST RPBA PROTECT EXIST CABLE TRENCH PROTECT EXIST WATER LINE AND YARD HYDRANT PROTECT EXIST FLOW METER VAULT SALVAGE EXIST LOAD BANK SALVAGE EXIST DISCONNECT PANEL PROTECT EXIST CONTROL BUILDING SALVAGE EXIST STANDBY GENERATOR SALVAGE EXIST XFMR NOTES: 1.PROTECT ITEMS TO BE RETAINED, REUSED, OR SALVAGED. STORE AT A LOCATION DESIGNATED BY THE OWNER AND IN ACCORDANCE WITH THE GENERAL REQUIREMENTS. PROTECT EXIST SDMH PROTECT EXIST FENCE TO REMAIN PROTECT EXIST DRAIN PROTECT EXIST CB PROTECT EXIST 24" DIA FORCE MAIN PROTECT EXIST 20" DIA DISCHARGE PIPE La s t S a v e d b y : Ky l e . g r a y o n : Ap r 2 4 , 2 0 1 8 4 : 1 8 P M F i l e : Q:\ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 9 _ P S 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 35881 T H O M A S R. WIL C O X S T A T E OF WASHIN G T O N REGISTERED P R O FESSIONAL EN GI N E E R PR E L I M I N A R Y 4/25/18 PS-2 AS SHOWN- MCH TNP NAS - STRANDER BOULEVARD EXTENSION PHASE 3 STORM PUMP STATION DEMOLITION PLAN- 4/25/18 4/25/18 4/25/18 118 186 DEMOLITION ELEVATION1-SCALE: 1/2"=1'-0" .. .. NOTES: DEMO WETWELL CONC LID AND METAL HATCH DEMO VALVE VAULT CONC LID AND METAL HATCH RETAIN AND REUSE MOUNTING PLATE FOR PORTABLE DAVIT CRANE RETAIN AND REUSE EXPLOSION PROOF LIGHT FIXTURE RETAIN AND REUSE PUMPS, QUICK DISCONNECT ASSEMBLIES AND LIFTING RAILS DEMO GROUT RETAIN AND REUSE 12" DIA SS PIPE AND SUPPORTS RETAIN AND REUSE 12" DIA SS FITTINGS RETAIN AND REUSE 12" DIA DIP PIPE RETAIN AND REUSE EXISTING VALVES, FITTINGS, GAUGES RETAIN AND REUSE PIPE SUPPORTS DEMO CONC VAULT WALL AS REQ'D FOR NEW PIPE CONFIGURATION, SEE DWG XXX DEMO CONC WETWELL WALL AND REPLACE AS REQ'S FOR NEW PIPE CONFIGURATION, SEE DWG XXX RETAIN AND REUSE PIPE SEALS RETAIN AND REUSE FLEXIBLE PIPE COUPLINGS AND RESTRAINT SYSTEMS FOR DISSIMILAR PIPE MATERIALS 111 222 333 444 555 666 777 888 999 101010 111111 121212 131313 14 15 12 3 4 5 6 6 7 7 8 7 9 10 11 12 14 14 13 15 La s t S a v e d b y : Ky l e . g r a y o n : Ap r 2 4 , 2 0 1 8 4 : 1 6 P M F i l e : Q:\ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 9 _ P S 0 3 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 35881 T H O M A S R. WIL C O X S T A T E OF WASHIN G T O N REGISTERED P R O FESSIONAL EN GI N E E R PR E L I M I N A R Y 4/25/18 PS-3 AS SHOWN- MCH TNP NAS - STRANDER BOULEVARD EXTENSION PHASE 3 STORM PUMP STATION DEMOLITION ELEVATION- 4/25/18 4/25/18 4/25/18 119 186 20 25 21 22 23 24 26 27 27 27 W W W W W W W W W W W W W W W X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PUMP STATION SITE PLAN1 -SCALE: 1"=10' 28 28 29 0 15 20 25 3 0 11 12 13 14 16 17 18 19 21 22 23 24 26 27 28 29 3 1 3 2 3 3 2 7 28 feet 2010100 scale EXIST WETWELL W/ NEW LID AND ACCESS HATCH EXIST VALVE VAULT W/ NEW LID AND ACCESS HATCH NEW LOAD BANK EXIST CONTROL BUILDING NEW STANDBY GENERATOR EXIST FLOW METER VAULT NEW XFMR 30 LF NEW CHAINLINK FENCE 49 LF NEW CHAINLINK FENCE 17 LF NEW CHAINLINK FENCE 16 LF NEW DOUBLE SWING GATE NEW GROUNDWATER PUMP STATION & FORCEMAIN; SEE SHEET PS-7 X X X X X X X X X X X La s t S a v e d b y : Ky l e . g r a y o n : Ap r 2 4 , 2 0 1 8 4 : 1 7 P M F i l e : Q:\ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 9 _ P S 0 4 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 35881 T H O M A S R. WIL C O X S T A T E OF WASHIN G T O N REGISTERED P R O FESSIONAL EN GI N E E R PR E L I M I N A R Y 4/25/18 PS-4 AS SHOWN- MCH TNP NAS - STRANDER BOULEVARD EXTENSION PHASE 3 STORM PUMP STATION SITE PLAN- 4/25/18 4/25/18 4/25/18 120 186 W W W W W W W W W W W W W W W W W STORM PUMP STATION WETWELL AND VAULT - PLAN1-SCALE: 1/2"=1'-0" NOTES: RETAIN AND REUSE 50 HP SUBMERSIBLE WASTEWATER PUMPS, QUICK DISCONNECT ASSEMBLY AND LIFTING RAILS. NEW 50 HP SUBMERSIBLE WASTEWATER PUMP WITH QUICK DISCONNECT ASSEMBLY AND LIFTING RAILS. NEW REINFORCED CONC WETWELL LID 5'-0"x10'-0" (CLEAR OPENING) TRIPPLE LEAF ALUMINUM ACCESS HATCH. H20 RATED. NEW REINFORCED CONC VALVE VAULT LID 6'-0"x11'-0" (CLEAR OPENING) TRIPPLE LEAF ALUMINUM ACCESS HATCH. H20 RATED. 12" SCHED 80 SS DISCHARGE PIPE. LENGTH AS REQ'D. (FL X PE OR WELDED) 12" FLEXIBLE PIPE COUPLING FOR DISSIMILAR PIPE MATERIAL WITH RESTRAINT SYSTEM. ROMAC 501 W/ 600 SERIES RESTRAINT OR APPROVED EQUAL. EMBED LUG BOLTS MIN 3" IN CONC THRUST BLOCK. 12" RETAINER GLAND EMBEDDED IN CONCRETE THRUST BLOCK. FLEXIBLE RUBBER GASKET. FOR PIPE SIZES 1" AND LARGER. GROUT SEAL PIPES UNDER 1" WITH NON-SHRINK GROUT. 12" CL 53 DI DISCHARGE PIPE (PE). LENGTH AS REQ'D. RETAIN AND REUSE 12" RESTRAINED FLANGE COUPLING ADAPTER. RETAIN AND REUSE 20" RESTRAINED FLANGE COUPLING ADAPTER. RETAIN AND REUSE 1" IN-LINE PRESSURE GAUGE (FLG). RETAIN AND REUSE 12" FL SWING CHECK VALVE RETAIN AND REUSE 12" PLUG VALVE W/ GEAR OPERATED HAND WHEEL. RETAIN AND REUSE 20" BLIND FLANGE (FLG). RETAIN AND REUSE 20"x12" REDUCING TEE (FLG). 20" CL 53 DI SPOOL (FLG OR SPACER). LENGTH AS REQ'D. FRP RETRACTABLE LADDER. RETAIN AND REUSE 12" SCHED 80 SS DISCHARGE PIPE CONCRETE THRUST BLOCK 1" IN-LINE PRESSURE GAUGE (FLG) 12" SWING CHECK VALVE 12" PLUG VALVE W/ GEAR OPERATED HANDWHEEL 20"x12" REDUCING TEE (FLG) 12" RESTRAINED FLANGE COUPLING ADAPTER 111 222 333 444 555 666 777 888 999 101010 111111 121212 131313 141414 151515 161616 17 181818 191919 202020 212121 222222 232323 242424 252525 262626 272727 1 1 2 3 5 21 21 7 46 8 8 8 9 9 9 10 10 10 10 10 10 11 11 11 27 12 12 13 14 14 23 15 15 24 16 16 25 17 18 18 26 EXIST 20" DISCHARGE PIPING 2'-7" 6" 19 19 2'-0 3/4" EXIST VALVE VAULT EXIST 10' DIA WETWELL 20 22 EXIST CABLE TRENCH EXIST RPBA 11'-10" 11 ' - 1 0 " 20 APS-6 BPS-6 ℄ WETWELL La s t S a v e d b y : Ky l e . g r a y o n : Ap r 2 4 , 2 0 1 8 4 : 2 2 P M F i l e : Q:\ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 9 _ P S 0 5 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 35881 T H O M A S R. WIL C O X S T A T E OF WASHIN G T O N REGISTERED P R O FESSIONAL EN GI N E E R PR E L I M I N A R Y 4/25/18 PS-5 AS SHOWN- MCH TNP NAS - STRANDER BOULEVARD EXTENSION PHASE 3 STORM PUMP STATION WETWELL & VALVE VAULT PLAN- 4/25/18 4/25/18 4/25/18 121 186 .. .. LEAD PUMP ON=+X.X' PUMPS OFF/INVERT IE= -1.0' .. NOTES: RETAIN AND REUSE 50 HP SUBMERSIBLE WASTEWATER PUMPS, QUICK DISCONNECT ASSEMBLY AND LIFTING RAILS. NEW SUBMERSIBLE WASTEWATER PUMP WITH QUICK DISCONNECT ASSEMBLY AND LIFTING RAILS. NEW REINFORCED CONC WETWELL LID 5'-0"x10'-0" (CLEAR OPENING) TRIPPLE LEAF ALUMINUM ACCESS HATCH. H20 RATED. NEW REINFORCED CONC VALVE VAULT LID 6'-0"x11'-0" (CLEAR OPENING) TRIPPLE LEAF ALUMINUM ACCESS HATCH. H20 RATED. 12" SCHED 80 SS DISCHARGE PIPE. LENGTH AS REQ'D. (FL X PE OR WELDED) 12" FLEXIBLE PIPE COUPLING FOR DISSIMILAR PIPE MATERIAL WITH RESTRAINT SYSTEM. ROMAC 501 W/ 600 SERIES RESTRAINT OR APPROVED EQUAL. EMBED LUG BOLTS MIN 3" IN CONC THRUST BLOCK. 12" RETAINER GLAND EMBEDDED IN CONCRETE THRUST BLOCK. FLEXIBLE RUBBER GASKET. FOR PIPE SIZES 1" AND LARGER. GROUT SEAL PIPES UNDER 1" WITH NON-SHRINK GROUT. 12" CL 53 DI DISCHARGE PIPE (PE). LENGTH AS REQ'D. 12" RESTRAINED FLANGE COUPLING ADAPTER. ADJUSTABLE PIPE SUPPORT 1" IN-LINE PRESSURE GAUGE (FLG). 12" FL SWING CHECK VALVE 12" PLUG VALVE W/ GEAR OPERATED HAND WHEEL. NOT USED RETAIN AND REUSE 20"x12" REDUCING TEE (FLG). FRP MAINTENANCE PLATFORM. FRP RETRACTABLE LADDER. RETAIN AND REUSE 12" SCHED 80 SS DISCHARGE PIPE CONCRETE THRUST BLOCK RETAIN AND REUSE 12" SS 90° ELBOW EXPLOSION PROOF LIGHT FIXTURE. SEE ELECTRICAL DWGS. STAINLESS STEEL INTERMEDIATE GUIDE BAR BRACKET. SUPPLIED BY PUMP MANUFACTURER. SS DISCHARGE PIPE ANCHOR BRACKET (TYP OF 6) EQUALLY SPACED. NOT USED 12" SS 90° ELBOW (FLG OR WELDED). REPAIR EXIST WETWELL WALL REPAIR EXIST VALVE VAULT WALL 3" SCHED 80 SS GUIDE BAR RAILS (2 PER PUMP). ATTACHE TO LIP OF WETWELL ACCESS HATCH OPENING WITH SS GUIDE BAR BRACKETS. BRACKETS TO BE PROVIDED BY PUMP MANUFACTURER. 111 222 333 444 555 666 777 888 999 101010 111111 121212 131313 141414 151515 161616 17 181818 191919 202020 212121 222222 232323 242424 252525 262626 272727 282828 292929 303030 313131 LAG PUMP ON/HIGH LEVEL ALARM=+X.X' 11 2 1 33 4456 28 28 23 23 7 21 21 218 9 1010 11 1214 15 1618 13 13 20 19 19 22 24 25 26 29 29 30 30 ELEVATIONAPS-5 SCALE: 1/2"=1'-0" ELEVATIONBPS-5 SCALE: 1/2"=1'-0" 31 31 31 WETWELL FLOOR IE= -4.5' LAG-LAG PUMP ON=+X.X' La s t S a v e d b y : Ky l e . g r a y o n : Ap r 2 4 , 2 0 1 8 4 : 2 1 P M F i l e : Q:\ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 9 _ P S 0 6 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 35881 T H O M A S R. WIL C O X S T A T E OF WASHIN G T O N REGISTERED P R O FESSIONAL EN GI N E E R PR E L I M I N A R Y 4/25/18 PS-6 AS SHOWN- MCH TNP NAS - STRANDER BOULEVARD EXTENSION PHASE 3 STORM PUMP STATION WETWELL & VALVE VAULT ELEVATION- 4/25/18 4/25/18 4/25/18 122 186 P P U C U C P U C PUMP STATION, SEE DETAIL 1 THIS SHEET 2 9 13 14 20 25 21222324 26 27 27 27 3333 25 26 27 28 feet 4020200 scale P P P P P P U C U C 3" DI FORCEMAIN SEE DWG PS-8 FOR PLAN AND PROFILE NEW DISCHARGESDMH ADD ELECTRICAL EQUIPMENT IN EXIST ELECTRICAL BUILDING ELECTRICAL SUPPLY TO PUMP STATION INSTALL 1" PVC CONDUIT FOR FUTURE USE GROUNDWATER PUMP STATION, SEE DETAIL 1 THIS SHEET CONNECT GRAVITYTO EXISTING SDMH La s t S a v e d b y : Ky l e . g r a y o n : Ap r 2 4 , 2 0 1 8 4 : 2 0 P M F i l e : Q:\ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 9 _ P S 0 7 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 35881 T H O M A S R. WIL C O X S T A T E OF WASHIN G T O N REGISTERED P R O FESSIONAL EN GI N E E R PR E L I M I N A R Y GROUNDWATER PUMP STATION1-SCALE: 1"=10' GROUNDWATER PUMP STATION LAG PUMP DUTY PUMP POWER PEDESTAL WITH HOA AND QUICK DISCONNECT SWITCHES 3" FORCEMAIN 8" PVC UNDERDRAIN PIPE A PS-9 BPS-9 4/25/18 PS-7 AS SHOWN- MCH TNP NAS - STRANDER BOULEVARD EXTENSION PHASE 3 GROUNDWATER PUMP STATION SITE PLAN- 4/25/18 4/25/18 4/25/18 123 186 GROUNDWATER FORCEMAIN -5 0 10 20 30 -5 0 10 20 30 9+80 10+00 11+00 12+00 12+80 EXIST GROUND FINISH GRADE GWPS, 48" SDMH STA "UNDER PUMP" 10+00.00, 0.00' RIM - 9.79 IE (IN)= 4.67 (8" PVC NE) IE (OUT) = 7.69 (3" DIP PIPE S) 3LF 3" DIP PIPE @ 0.00% 8LF 3" DIP PIPE @ 0.76% 22LF 3" DIP PIPE @ 1.28%43LF 3" DIP PIPE @ -4.93% 26LF 3" DIP PIPE @ - 7 . 8 2 % 17LF 3" DIP P I P E @ - 1 1 . 0 5 % 6LF 3" DIP P I P E @ - 1 3 . 0 1 % 33LF 3" D I P P I P E @ - 1 5 . 5 2 % DR6-SD02, CB TYPE 2 48 IN 12+63.76 RIM - 27.76 IE (IN) = 24.00 (3" DIP NE) IE (OUT) = 22.00 (12" HDPE W) 12" STM CROSSING 8" UNDERDRAIN CROSSING 8" UNDERDRAIN CROSSING feet 2010100 scale HORZfeet 10550 scale VERT 8" PVC PIPE SEE DWG DR-2 75LF 3" DIP P I P E @ - 1 0 . 4 8 % 26LF 3" DIP P I P E @ 1 0 . 1 7 % 13LF 3" DIP PIPE @ -0.52% 9LF 3" DIP PIPE @ -14.37% 12" HDPE SEE DWG DR-6 EXISTING POWERUTILITY feet 2010100 scale 13+23 10+00 11+00 12 + 0 0 13 + 0 0 48CB- T 2 48CB-T2 GWPS STA "UNDER PUMP" 10+03.32 90° HZ BEND STA "UNDER PUMP" 10+37.49 (1) 45° HZ BEND (1) 22.5° HZ BEND STA "UNDER PUMP" 11+15.28 22.5° HZ BEND STA "UNDER PUMP" 12+15.93 90° HZ BEND DISCHARGE MANHOLE DR6-SD02 STA "UNDER PUMP (2)" 11+41.42 22.5° HZ BEND STA "UNDER PUMP (2)" 12+22.37 11.5° HZ BEND DR6-SD01, EXISTING SDMH TYPE 3 48 INSTA 13+23RIM - 27.75 IE (IN) = 21.50 (24" HDPE S) IE (IN) = 21.70 (12" HDPE E) IE (OUT) = 21.50 (24" HDPE W) 59LF 12" HDPE @ 0.50% CONNECT TO EXISTING SSMH La s t S a v e d b y : Ky l e . g r a y o n : Ap r 2 4 , 2 0 1 8 4 : 1 7 P M F i l e : Q:\ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 9 _ P S 0 8 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 35881 T H O M A S R. WIL C O X S T A T E OF WASHIN G T O N REGISTERED P R O FESSIONAL EN GI N E E R PR E L I M I N A R Y 4/25/18 PS-8 AS SHOWN- MCH TNP NAS - STRANDER BOULEVARD EXTENSION PHASE 3 GROUNDWATER STATION WETWELL & VALVE VAULT PLAN & PROFILE- 4/25/18 4/25/18 4/25/18 124 186 GROUNDWATER PUMP STATION ELEVATIONA PS-7 NTS .... GROUNDWATER PUMP STATION ELEVATIONB PS-7 NTS 42"x42" H20 RATED DOUBLE LEAF ACCESS HATCH 48" Ø CONC WETWELL LAG PUMP DUTY PUMP 3" DIP 90° ELBOW 2-1/2" Ø GATE VALVE (2) 2-1/2" Ø 90° ELBOW 2-1/2" Ø SWING CHECK VALVE (2) 42"x42" H20 RATED DOUBLE LEAF ACCESS HATCH 3" SCHEDULE 40 SS DISCHARGE PIPE PROVIE 3" CONCENTRIC REDUCER AS NECESSARY TO MATE PUMP DISCHARGE ELBOW (TYP OF 2). (FLG) LEAD PUMP ON=+X.X' WETWELL FLOOR IE= -4.5' PUMPS OFF/INVERT IE= -4.7' LAG PUMP ON/HIGH LEVEL ALARM=+6.7' La s t S a v e d b y : Ky l e . g r a y o n : Ap r 2 4 , 2 0 1 8 4 : 2 0 P M F i l e : Q:\ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 1 9 _ P S 0 9 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 35881 T H O M A S R. WIL C O X S T A T E OF WASHIN G T O N REGISTERED P R O FESSIONAL EN GI N E E R PR E L I M I N A R Y 4/25/18 PS-9 AS SHOWN- MCH TNP NAS - STRANDER BOULEVARD EXTENSION PHASE 3 DETAILS - 4/25/18 4/25/18 4/25/18 125 186 X X X X X X 3 6 " E V E R G R E E N 2 8 " C E D A R 2 4 " C E D A R 4 8 " C E D A R 11+00 12 + 0 0 6 0 M H - T 2 C B - T 2 6 0 S S C O S S C O 1 1 2 SSMH-05 SSMH-03 SSMH-01 EX SSMHSSMH-02 107 LF 8" PVC SDR 35 @ 0.40% 94 LF 8" PVC SDR 35 @ 0.40% 158 LF 8" PVC SDR 35 @ 0.40% 7 LF 8" PVC SDR 35 @ 0.40% JACK IN THE BOX TACO BELL S T R A N D E R B L V D CONSTRUCTION CL "S" LINE WEST VALLEY HIG H W A Y SSMH-04 PROFILE CITY OF TUKWILA SANITARY SEWER MAIN -10 0 10 20 30 40 -10 0 10 20 30 40 SSMH-05, WSDOT MH TYPE 1 - 48" STA "S" 10+81.25 (49.3' RTT) RIM = 28.99 IE (N) = 21.39 (PVC SDR 35) 107 LF 8" PVC SDR 35 @ 0.40% SSMH-03, WSDOT MH TYPE 1 - 48" STA "S" 11+30.30 (53.9' LTT) RIM = 27.74 IE (W) = 20.92 (PVC SDR 35) IE (E) = 20.84 (PVC SDR 35) 94 LF 8" PVC SDR 35 @ 0.40% SSMH-02, WSDOT MH TYPE 1 - 48" STA "S" 12+22.15 (75.6' LTT) RIM = 26.58 IE (W) = 20.46 (PVC SDR 35) IE (N) = 20.36 (PVC SDR 35) 158 LF 8" PVC SDR 35 @ 0.40% SSMH-01, WSDOT MH TYPE 1 - 48" STA "S" 12+27.79 (233.6' LTT) RIM = 27.46 IE (S) = 19.73 (PVC SDR 35) IE (NE) = 19.63 (PVC SDR 35) 7 LF 8" PVC SDR 35 @ 0.40% EX SSMH, EXISTING MANHOLE STA "S" 12+32.97 (238.4' LTT) RIM = 27.18 IE (SW) = 19.60 (PVC SDR 35) EX STORM EX STORM DETENTION NEW 12" HDPE STORM NEW 12" HDPE STORM SSMH-04, WSDOT MH TYPE 1 - 48" STA "S" 11+18.62 (51.2' LTT) RIM = 26.88 IE (S) = 20.97 (PVC SDR 35) IE (E) = 20.96 (PVC SDR 35) EX SSWR 12 LF 8" PVC SDR 35 @ 0.40% EXISTING GROUND FINISHED GRADE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 1 : 4 6 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 0 _ U T 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y VERT : HORIZ : 1" = 10' feet 2010100 scale 1" = 20' feet 4020200 scale CONSTRUCTION NOTES PROVIDE CONNECTION TO EXISTING PRIVATE SANITARY SEWER WITH DROP CONNECTION PER CITY OF TUKWILA STD PLAN SS-10. CONNECT TO EXISTING SANITARY MANHOLE, RE-CHANNEL EXISTING MANHOLE. PLUG AND REPAIR EXISTING PIPE KNOCKOUT. 1 2 SANITARY SEWER NOTES 1.REFER TO DEMOLITION PLANS FOR EXISTING SANITARY SEWER DEMOLITION. LEGEND CONCRETE SIDEWALK STRUCTURAL WALL 4/25/18 UT-1 AS SHOWN- - BEE NAS - STRANDER BOULEVARD EXTENSION PHASE 3 SANITARY SEWER PLAN & PROFILE SHEET 1- 4/25/18 4/25/18 126 186 2626 2728 29 29 2 5 3 0 23 24 2 6 2 7 2 8 2 9 3 1 28 2 9 25 26272829 25 26 27 28 X X X X X X X X X X X X X X X X X X X X X X 2 6 " D E C I D U O U S 4 8 " D E C I D U O U S 3 6 " E V E R G R E E N 2 0 " C E D A R 1 4 " C E D A R 2 0 " D E C I D U O U S 1 8 " C E D A R UPRR UPRR PSE PSE UPRR BRIDGE PEDESTRIAN BRIDGE CONCRETE SEAL LIMITS S T R A N D E R B L V D 4'x4' CONCRETE VAULT TYP UPRR BRIDGE CONSTRUCTION WALL EXISTING SPRINT FIBER EXISTING VERIZON FIBER EXISTING LEVEL 3 FIBER La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 1 8 , 2 0 1 8 1 : 3 2 P M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 0 _ U T 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 1" = 20' feet 4020200 scale 4/25/18 UT-2 AS SHOWN- - JDM NAS - STRANDER BOULEVARD EXTENSION PHASE 3 UPRR FIBER PLAN SHEET 1- 4/25/18 4/25/18 127 186 X X X X X X X X X X W W W T T T T T T T T T T T T T T T T T T T T T T T T T SD SD SDSDSDSDSD SD SD SD SDSDSDSD SDSDSD SD S D S D SD S D S D S D S S S S S S S S S S S S S S S S S S S S S S S D S D S D S D S D S D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S S S S S D S D S S S S S S S S S S S S S S S S S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D SD S D S D S D S D S D S D W W W W WWWWW W W P P P P P P P P P W W W W W W W W W W W W W W P P P P P P P P P P P T O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G T T T T T P P P P P P P P P P P P P P P PPPP P P P P P P P P P P P P P P P P P P P P P P P PP P P P P P P P P P P PPPPP P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W SS S D S D SDSDSD S D S D S D S D S D G G G G G G G P P P P P P PPPPP S D S D G G TTTTTTT T T T T T T JB I C V J B JBJB J B J B J B J B J B J B I C V J B J B J B P P I C V W I C B T E L I C B I C B JBJBJBJB JB J B J B J B J B J B J B I C V S S C O S S C O S S C O S S C O C O C O C O T 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 8 8 6 9 8 2 8 1 3 1 6 8 4 9 6 2 6 1 1 1 4 8 2 9 4 2 4 1 7 1 2 8 8 9 2 2 2 1 5 1 Last Saved by: Ckwan on: Apr 10, 2018 6:09 PM File: \\fpse03\Data2\2017Projects\SE17-0569_Strander_Blvd_SW27th\CAD\30_Submittal\0569-E01-E02_signals.dwg Copyright © BergerABAM. All Rights Reserved. CITY OF TUKWILA -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- d a t e s c a l e f i l e n o r e v i s i o n s d a t e n o PUBLIC WORKS DEPT.proj d i r proj e n g check e d draw n design e d d a t e b y **1908 N O T G N I H S A W ALIWKUTFOLAESfield b k n o 3 0 % S U B M I T T A L DATUMCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 K C C K X X X X X X X X 4 / 5 / 1 8 4 / 5 / 1 8 X X X X X X X X S T R A N D E R B O U L E V A R D E X T E N S I O N P H A S E 3 A S S H O W N 4 / 5 / 1 8 X X T R A F F I C S I G N A L M O D I F I C A T I O N P L A N X X S T R A N D E R B L V D & W E S T V A L L E Y H W Y ?? S C A L E I N F E E T 0 1 0 2 0 C O N D U I T S I Z E R U N N O . V E H . H E A D S 5 C P E D . H E A D S 7 C P P B 2 C ( S H ) E V P E 3 C ( S H ) L O O P L E A D - I N 2 C ( S H ) I N T E R - C O N N E C T 6 P C C I L L U M - I N A T I O N # 8 S I G N A L P O W E R # 5 S E R V I C E # 4 1 I T S - 1 TSD S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D P P P W W W W W W P P P P P O H P O H P O H P O H P O H P O H P O H P OHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHPOHPOHPOHPOHPOHPOHP S D S D S D SS SS SS SS SS SS SS SS SS SS SDSDSDSD S D S D S D S D S D S D S D S D S D S D J B J B W W J B W J B J B W C O I C B J B J B J B J B 13+00 1 4 + 0 0 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 8 2 8 1 3 1 4 1 4 2 2 1 2 2 Last Saved by: Ckwan on: Apr 10, 2018 6:09 PM File: \\fpse03\Data2\2017Projects\SE17-0569_Strander_Blvd_SW27th\CAD\30_Submittal\0569-E01-E02_signals.dwg Copyright © BergerABAM. All Rights Reserved. CITY OF TUKWILA -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- d a t e s c a l e f i l e n o r e v i s i o n s d a t e n o PUBLIC WORKS DEPT.proj d i r proj e n g check e d draw n design e d d a t e b y **1908 N O T G N I H S A W ALIWKUTFOLAESfield b k n o 3 0 % S U B M I T T A L DATUMCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 K C C K X X X X X X X X 4 / 5 / 1 8 4 / 5 / 1 8 X X X X X X X X S T R A N D E R B O U L E V A R D E X T E N S I O N P H A S E 3 A S S H O W N 4 / 5 / 1 8 X X T R A F F I C S I G N A L I N S T A L L A T I O N P L A N X X S T R A N D E R B L V D & T U K W I L A S T A T I O N A C C E S S R D S C A L E I N F E E T 0 1 0 2 0 CONDUITSIZERUNNO.VEH.HEADS5C PED.HEADS7CPPB2C(SH)EVPE3C(SH)LOOPLEAD-IN2C(SH)INTER-CONNECT6PCC ILLUM-INATION#8 SIGNALPOWER#5 SERVICE#4 1 I T S - 2 X X X X X W T T T T T T T T T T T T T T T T T T T T SD SD SD SDSDSDSDSD S D S S S S S S S S S S S S S S S S S D S D S S S S S S S S S S S S S S S S S S S D S D S S S S S S S S S D S D S D S D S D S D S D S D S D S D S D S D SD S D S D S D S D W W W W WWWWW W W P P P P P P P P P W W W W W W W W P P P P P P P P T O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G P P P P PPPP P P P P P P P P P P P P P P P P P P P PP P P P P P P P PPPP O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G W W W W W W S D S D SDSDSD S D S D S D G G P PPPPP S D S D G G TTTTTTT T T T T T T JB I C V J B JBJB J B J B J B J B J B J B I C V J B J B J B W I C B T E L JBJBJBJB JB J B J B J B J B J B J B I C V S S C O S S C O S S C O S S C O C O T 1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 Last Saved by: Ckwan on: Apr 10, 2018 5:37 PM File: \\fpse03\Data2\2017Projects\SE17-0569_Strander_Blvd_SW27th\CAD\30_Submittal\0569-E03-E06_ltg.dwg Copyright © BergerABAM. All Rights Reserved. CITY OF TUKWILA -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- d a t e s c a l e f i l e n o r e v i s i o n s d a t e n o PUBLIC WORKS DEPT.proj d i r proj e n g check e d draw n design e d d a t e b y **1908 N O T G N I H S A W ALIWKUTFOLAESfield b k n o 3 0 % S U B M I T T A L DATUMCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 K C C K X X X X X X X X 4 / 5 / 1 8 4 / 5 / 1 8 X X X X X X X X S T R A N D E R B O U L E V A R D E X T E N S I O N P H A S E 3 A S S H O W N 4 / 5 / 1 8 X X I L L U M I N A T I O N P L A N X X S C A L E I N F E E T 0 1 0 2 0 L U M I N A I R E S T A T I O N L U M I N A I R E N O . B A S E L I N E O F F S E T T O P O L E L U M I N A I R E D I S T R I B U T I O N L U M I N A I R E S T Y L E L U M I N A I R E A R M ( F T . ) O W N E R 1 MATCH LINE STA " S " 1 3 + 0 0 SEE SHEET XX C L C L M O U N T I N G H E I G H T ( F T . ) W A T T A G E ( W A T T S ) C I R C U I T N U M B E R B A S E S T Y L E I T S - 3 T TSD S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D P P T W W W W W W T W W W W P P P P P OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP S D S D S D SS SS SS SS SS SSSDSDSDSD S D S D S D S D T T T T S D S D W T P J B J B T T W J B J B 13+0014+00 1 5 + 0 0 1 6 + 0 0 1 7 + 0 0 1 8 + 0 0 Last Saved by: Ckwan on: Apr 10, 2018 5:37 PM File: \\fpse03\Data2\2017Projects\SE17-0569_Strander_Blvd_SW27th\CAD\30_Submittal\0569-E03-E06_ltg.dwg Copyright © BergerABAM. All Rights Reserved. CITY OF TUKWILA -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- d a t e s c a l e f i l e n o r e v i s i o n s d a t e n o PUBLIC WORKS DEPT.proj d i r proj e n g check e d draw n design e d d a t e b y **1908 N O T G N I H S A W ALIWKUTFOLAESfield b k n o 3 0 % S U B M I T T A L DATUMCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 K C C K X X X X X X X X 4 / 5 / 1 8 4 / 5 / 1 8 X X X X X X X X S T R A N D E R B O U L E V A R D E X T E N S I O N P H A S E 3 A S S H O W N 4 / 5 / 1 8 X X I L L U M I N A T I O N P L A N X X S C A L E I N F E E T 0 1 0 2 0 L U M I N A I R E S T A T I O N L U M I N A I R E N O . B A S E L I N E O F F S E T T O P O L E L U M I N A I R E D I S T R I B U T I O N L U M I N A I R E S T Y L E L U M I N A I R E A R M ( F T . ) O W N E R 1 MATCH LINE STA "S" 18+50 SEE SHEET XX C L C L M O U N T I N G H E I G H T ( F T . ) W A T T A G E ( W A T T S ) C I R C U I T N U M B E R B A S E S T Y L E MATCH LINE STA "S" 13+00SEE SHEET XX I T S - 4 TTTTTT T T T T T T PPPPP P P P P P P P P P P P P PPP P P P P P P P P P P P P P P P P P P P W WW T T T T T T T T XXXXXXX X S D S D S D S D S D SDSDSDSD S D S D S D S D SD S D S D SDSD SDSD SDSDSD SDSDSDSD S D S D SD WWWWWWW W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S O H P O H P TTTTTT T T T TTTTTTT T T T T T T T T T T T T T T JBJBJBJB J B I C V J B J B T I C V T P J B PPPP19+0020+00 2 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 Last Saved by: Ckwan on: Apr 10, 2018 5:37 PM File: \\fpse03\Data2\2017Projects\SE17-0569_Strander_Blvd_SW27th\CAD\30_Submittal\0569-E03-E06_ltg.dwg Copyright © BergerABAM. All Rights Reserved. CITY OF TUKWILA -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- d a t e s c a l e f i l e n o r e v i s i o n s d a t e n o PUBLIC WORKS DEPT.proj d i r proj e n g check e d draw n design e d d a t e b y **1908 N O T G N I H S A W ALIWKUTFOLAESfield b k n o 3 0 % S U B M I T T A L DATUMCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 K C C K X X X X X X X X 4 / 5 / 1 8 4 / 5 / 1 8 X X X X X X X X S T R A N D E R B O U L E V A R D E X T E N S I O N P H A S E 3 A S S H O W N 4 / 5 / 1 8 X X I L L U M I N A T I O N P L A N X X S C A L E I N F E E T 0 1 0 2 0 L U M I N A I R E S T A T I O N L U M I N A I R E N O . B A S E L I N E O F F S E T T O P O L E L U M I N A I R E D I S T R I B U T I O N L U M I N A I R E S T Y L E L U M I N A I R E A R M ( F T . ) O W N E R 1 MATCH LINE STA "S" 24+00 SEE SHEET XX C L C L M O U N T I N G H E I G H T ( F T . ) W A T T A G E ( W A T T S ) C I R C U I T N U M B E R B A S E S T Y L E MATCH LINE STA "S" 18+50SEE SHEET XX I T S - 5 PPP PPPPPP PPPPPPP P P P P P P P P P P P P P P PPP P P P WWWWWWWWW W W W W W W W W W W W W W W T T T T T T T T T T T T T T TTT T T T G G G G GGGG G G G G G G G G G G G P P P P P P P T T T T S D WW WTTT P P P P P P P P P SSSSSSSSSS SSSSSSSSSSSSSDSDSDSD S D S D S D S D S D S D S D S D S D S D S D SS OHPOHPOHPOHPOHP O H P O H P O H P O H P O H P O H P O H P O H P G G G JBJB TJBPPP ICVJBJB J B J B J B J B JB JB T J B J B J B TICVICV J B I C B I C V J B J B I C V ICV24+00 25+00 2 6 + 0 0 2 7 + 0 0 2 8 + 0 0 2 9 + 0 0 Last Saved by: Ckwan on: Apr 10, 2018 5:37 PM File: \\fpse03\Data2\2017Projects\SE17-0569_Strander_Blvd_SW27th\CAD\30_Submittal\0569-E03-E06_ltg.dwg Copyright © BergerABAM. All Rights Reserved. CITY OF TUKWILA -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- d a t e s c a l e f i l e n o r e v i s i o n s d a t e n o PUBLIC WORKS DEPT.proj d i r proj e n g check e d draw n design e d d a t e b y **1908 N O T G N I H S A W ALIWKUTFOLAESfield b k n o 3 0 % S U B M I T T A L DATUMCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 K C C K X X X X X X X X 4 / 5 / 1 8 4 / 5 / 1 8 X X X X X X X X S T R A N D E R B O U L E V A R D E X T E N S I O N P H A S E 3 A S S H O W N 4 / 5 / 1 8 X X I L L U M I N A T I O N P L A N X X S C A L E I N F E E T 0 1 0 2 0 L U M I N A I R E S T A T I O N L U M I N A I R E N O . B A S E L I N E O F F S E T T O P O L E L U M I N A I R E D I S T R I B U T I O N L U M I N A I R E S T Y L E L U M I N A I R E A R M ( F T . ) O W N E R 1 C L C L M O U N T I N G H E I G H T ( F T . ) W A T T A G E ( W A T T S ) C I R C U I T N U M B E R B A S E S T Y L E MATCH LINE STA "S" 24+00SEE SHEET XX I T S - 6 X X X X X X X X X X X X X XXXXXXX X T T T T T T T T S D S D SD SD SD SD SD SS SS SS SS SS SS S S S S SS S D S D S D SD SD SD SD SD SD SD SD SD S D S D SD SD SD SD SD SD S D GGGPPPP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OHP OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OHP P P P P P P P P P P S D SD OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P OHP OHP OHP OHP OHP OHP GGGGGGGG G G G G G G G G G G G G G G GGGGG G G G G G G G G G G G G G G P P P P P P S D S D P JBP P I C V C O 1 2 + 0 0 1 3 + 0 0 Last Saved by: Ckwan on: Apr 10, 2018 5:38 PM File: \\fpse03\Data2\2017Projects\SE17-0569_Strander_Blvd_SW27th\CAD\30_Submittal\0569-E07-E08_ltg_structures.dwg Copyright © BergerABAM. All Rights Reserved. CITY OF TUKWILA -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- d a t e s c a l e f i l e n o r e v i s i o n s d a t e n o PUBLIC WORKS DEPT.proj d i r proj e n g check e d draw n design e d d a t e b y **1908 N O T G N I H S A W ALIWKUTFOLAESfield b k n o 3 0 % S U B M I T T A L DATUMCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 K C C K X X X X X X X X 4 / 5 / 1 8 4 / 5 / 1 8 X X X X X X X X S T R A N D E R B O U L E V A R D E X T E N S I O N P H A S E 3 A S S H O W N 4 / 5 / 1 8 X X P E D E S T R I A N B R I D G E I L L U M I N A T I O N P L A N X X S C A L E I N F E E T 0 1 0 2 0 L U M I N A I R E S T A T I O N L U M I N A I R E N O . B A S E L I N E O F F S E T T O P O L E L U M I N A I R E D I S T R I B U T I O N L U M I N A I R E S T Y L E L U M I N A I R E A R M ( F T . ) O W N E R 1 C L C L M O U N T I N G H E I G H T ( F T . ) W A T T A G E ( W A T T S ) C I R C U I T N U M B E R B A S E S T Y L E I T S - 7 S D S D SD SD S D S D S D S D S D SD SD SD S D S D S D P PPPPPPP PPXXXXXXXX W W W W W W P P P P P P P SD SD SD S D SD SD SD S S S S S S S S S S S S O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G SDSDSDSDSDSDSDSDW W J B JB J B J B J B 1 6 + 0 0 1 7 + 0 0 Last Saved by: Ckwan on: Apr 10, 2018 5:38 PM File: \\fpse03\Data2\2017Projects\SE17-0569_Strander_Blvd_SW27th\CAD\30_Submittal\0569-E07-E08_ltg_structures.dwg Copyright © BergerABAM. All Rights Reserved. CITY OF TUKWILA -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- d a t e s c a l e f i l e n o r e v i s i o n s d a t e n o PUBLIC WORKS DEPT.proj d i r proj e n g check e d draw n design e d d a t e b y **1908 N O T G N I H S A W ALIWKUTFOLAESfield b k n o 3 0 % S U B M I T T A L DATUMCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 K C C K X X X X X X X X 4 / 5 / 1 8 4 / 5 / 1 8 X X X X X X X X S T R A N D E R B O U L E V A R D E X T E N S I O N P H A S E 3 A S S H O W N 4 / 5 / 1 8 X X B R I D G E I L L U M I N A T I O N P L A N X X S C A L E I N F E E T 0 1 0 2 0 L U M I N A I R E S T A T I O N L U M I N A I R E N O . B A S E L I N E O F F S E T T O P O L E L U M I N A I R E D I S T R I B U T I O N L U M I N A I R E S T Y L E L U M I N A I R E A R M ( F T . ) O W N E R 1 C L C L M O U N T I N G H E I G H T ( F T . ) W A T T A G E ( W A T T S ) C I R C U I T N U M B E R B A S E S T Y L E I T S - 8 W W W W W W W W W W W W W W W W W W W W P TEL P T P T T CO CO CO RRSG RRSG CO 34452 1 6 7 + 0 0 TACO BELL STRANDER BLVD B N S F CONSTRUCTION CL "S" LINE 15+00 20+00 U P R R SOUND TRANSIT JACK IN THE BOX KAISER KAISER WALL T1 PSE STATION TEMP CASING FOR DEWATERING LEGEND TEMP SHOOFLY ACCESS ROAD FILL CONSTRUCTION SEQUENCING - SHOOFLY STAGE WALL T2 WALL T3 WALL T4 (NOT SHOWN THIS SHEET)DURING SHOOFLY STAGE AND STAGE 1 SOUND TRANSIT ACCESS FROM 27TH REMAINS OPEN 1.INSTALL CASING TO SOUTH OF SOUTH UPRR ABUTMENT FOR PUMPING DEWATERING ACROSS TRACKS TO POND. 2.PLACE EAST MOST SECONDARY SHAFT ON WALLS 2B AND 5C TO KEY T1 WALL TO PERMANENT WALL. (SEE SHEET WA-2 AND WA-8) 3.INSTALL SHOOFLY INCLUDING WALLS T2, T3 AND T4 4.SHIFT TRACKS TO SHOOFLY 5.INSTALL SECONDARY SHAFT ON WEST SIDE OF T1 WALL (SEE SHEET RR-2) 6.INSTALL T1 WALL, KEYING INTO WALLS 2B AND 5C La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 1 2 : 2 7 P M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 2 _ P H 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y feet 8040400 scale 4/25/18 PH-1 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 PHASING PLAN - SHEET 1 - 4/25/18 4/25/18 4/25/18 136 186 W W W W W W W W W W W W W W W W W W W W P TEL P T P T T CO CO CO CO 34452 1 6 7 + 0 0 STRANDER BLVD TACO BELL STRANDER BLVD B N S F IN T E R U R B A N T R A I L CONSTRUCTION CL "S" LINE 15+00 20+00 WALL 6C WALL 1B WALL H1 WALL H6 WALL H2 WALL 6A WALL 1C WALL 1A WALL 2A WALL 5D U P R R SOUND TRANSIT JACK IN THE BOX WALL 6B WALL 10 WALL 11 WALL 8 WALL 9 KAISER KAISER P S E P S E WALL T1 PSE STATION WALL 5C WALL 2B TEMP CASING LEGEND TEMP SHOOFLY ACCESS ROAD FILL FACE OF WALLS CONSTRUCTION SEQUENCING - STAGE 1 DURING SHOOFLY STAGE AND STAGE 1 SOUND TRANSIT ACCESS FROM 27TH REMAINS OPEN 1.INSTALL WALL 1B, 2B, 5C AND 6B 2.INSTALL HEADER WALLS H1, H2, AND H6 3.EXCAVATE AND POUR SEAL. THIS MAYBE DONE IN SECTIONS USING TEMPORARY SHORING WALLS. 4.INSTALL CAP BEAM ON INSTALLED WALLS STOPPING SHORT OF T1 WALL 5.BUILD UPRR BRIDGE 6.SHIFT UPRR TRACKS BACK TO MAIN LINE ALIGNMENT 7.INSTALL SOLDIER PILE, SEW AND CAST IN PLACE WALLS 8.INSTALL PEDESTRIAN BRIDGE 9.CONSTRUCT ROADWAY AND RAMPS La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 1 2 : 2 7 P M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 2 _ P H 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y feet 8040400 scale 4/25/18 PH-2 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 PHASING PLAN - SHEET 2 - 4/25/18 4/25/18 4/25/18 137 186 W W W W W W W W W W W W W W W W W W W W P TEL P T P T T CO CO CO RRSG RRSG CO 34452 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 + 0 0 10 5 + 0 0 1 0 8 + 6 6 1 6 7 + 0 0 TACO BELL STRANDER BLVD B N S F IN T E R U R B A N T R A I L CONSTRUCTION CL "S" LINE 15+00 20+00 WALL 5B WALL 4D WALL 4A WALL 3B WALL 3CWALL 7 WALL H5 WALL H3 WALL H4 WALL 3A WALL 3DWALL 2C WALL 2C WALL 5A WALL 4E WALL 4C U P R R SOUND TRANSIT JACK IN THE BOX WALL 4B KAISER KAISER P S E P S E PSE STATION LEGEND FACE OF WALLS CONSTRUCTION SEQUENCING - STAGE 2 1.CLOSE SOUND TRANSIT ACCESS AT SPU WATERLINE AND NACHES AVE 2.INSTALL UNDERDRAIN BYPASS AROUND 4TH TRACK FOOTING 3.INSTALL TEMPORARY SHORING ACROSS STRANDER FOR 4TH TRACK FOUNDATION 5.DEMO CURTAIN WALL ON SOUTH SIDE OF STRANDER 6.LOCALLY DEWATER AS EXCAVATING FOR FOUNDATION 7.INSTALL STEEL PILES FOR FOOTING 8.INSTALL BNSF FOOTING, ABUTMENT AND PIER 9.REMOVE EXISTING ASPHALT AND QUARRY SPALLS WITHIN ROADWAY 10.FILL ROADWAY AREA TO ELEV 19 11.INSTALL SECANT PILE WALLS 12.DO SOIL IMPROVEMENTS IN FRONT OF WALL 4B AND 4C 13.EXCAVATE AND INSTALL SEAL. THIS MAY BE DONE IN SECTION USING TEMPORARY SHORING WALLS. 14.DEWATER SEAL AND REMOVE WALL T1 15.SCARIFY AND UPGRADE WALLS 4B AND 4C, INCLUDING PGA'S 16.INSTALL SOLDIER PILE, SEW AND CAST IN PLACE WALLS 17.CONSTRUCT ROADWAY AND RAMPS La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 1 2 : 2 7 P M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 2 _ P H 0 3 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y feet 8040400 scale 4/25/18 PH-3 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 PHASING PLAN - SHEET 3 - 4/25/18 4/25/18 4/25/18 138 186 X X X X X X X X XX X X X X T T S S S S S S S S X X X X S D S D S D S D S D G P P X X X X X X X X O H P O H P O H P O H P O H P O H P X X X X X X X X X X X X X X X X X X X X X X X X X SS SSSS SS SS SS S S S S G S S S S O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G G G G G G W W JB JB P P T P JB P P 2 6 " D E C I D U O U S P I D U O U S P J B J B J B J B J B J B J B J B 2 4 " D E C I D U O U S 1 6 " D E C I D U O U S 1 0 " D E C I D U O U S 1 6 " D E C I D U O U S 1 2 " D E C I D U O U S 8" D E C I D U O U S 1 0 " D E C I D U O U S 1 0 " D E C I D U O U S 8" D E C I D U O U S 1 2 " D E C I D U O U S 8 " D E C I D U O U S 1 0 " D E C I D U O U S 8 " D E C I D U O U S 1 0 " D E C I D U O U S 8 " D E C I D U O U S 2 0 " D E C I D U O U S 8 " D E C I D U O U S 1 4 " D E C I D U O U S 1 2 " D E C I D U O U S 1 2 " D E C I D U O U S 1 6 " D E C I D U O U S 1 4 " D E C I D 2 4 " D E 1 8 " D E C I D 2 4 " D E C ID U 1 2 " D E C I D U O U S 1 0 " D E C I D U O U S 1 2 " D E C I D U O 1 2 " D E C I D U O U S 1 0 " D E C I D U 1 6 " D E C M B IC V 2 8 " D E C I D U O U S 4 8 " D E C I D U O U S " D E C I D U O U S 8 " D E C I D U O U S 1 8 " D E C I D U O U S 2 4 " D E C I D U O U S C O W M W E L R R S G R R S G W C O IC B J B J B J BJ B "S" LINE "UPS" LINE (SHOOFLY ALIGNMENT) CONSTRUCTION ACCESS EXITCONSTRUCTION ACCESS TURN-AROUND CONSTRUCTION ACCESS ENTRY CONSTRUCTION ACCESS END (NO TURN-AROUND) "UPS" LINE (SHOOFLY ALIGNMENT) WALL T4WALL T3 WALL T2 WALL T1STA "UPS" 10+64.39= STA "UP" 10+64.39 ELEV= XX.XX STA "UPS" 31+90.24= STA "UP" 31+91.11 ELEV= XX.XX B RR-2 C RR-3 D RR-4 10+00 15+00 20+00 25+00 30+00 STA "S" 14+37.64 STA "UPS" 21+15.91="UP" LINE (EXIST RR ALIGNMENT) feet 2010100 scale La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 7 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 2 _ R R 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y PLAN - UPRR SHOOFLY 4/25/18 RR-1 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 UPRR SHOOFLY PLAN SHEET- 4/25/18 4/25/18 4/25/18 139 186 feet 8440 scale 33'-6"20'-0" L RAILROAD BRIDGE SECTION 3'-0"6'-6" 2.0% LC MAIN LINE SHOOFLYL 3'-0"6'-6" NOTE: DIMENSIONS ARE NORMAL TO RAILROAD MAINLINE TRACKS WEST CONSTRUCTION STAGE 1 23'-0" CONTROLS LOCATION 8'-0" 8' MIN CONSTR. CLEARANCE 15'-0" 15' MIN RR REQ'D CLEARANCE 15'-0" 15' MIN RR REQ'D CLEARANCE 23'-0" CONTROLS LOCATION 8'-0" 8' MIN CONSTR. CLEARANCE 3'-0" C MAIN LINE (EXISTING, FINAL) C FUTURE SIDING TRACK C TEMPORARY SHORING WALLL 4'-0" Ø SECANT PILE TEMPORARY SHORING WALL SHOOFLY EMBANKMENT 12" SUBBALLAST 10'-6" CONTROLS LOCATION 2' - 2 " SECONDARY SHAFT SECONDARY SHAFT PRIMARY SHAFT WALL T1 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 7 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 2 _ R R 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RR-2 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 UPRR SHOOFLY CROSS SECTIONS - SHEET 1- 4/25/18 4/25/18 4/25/18 140 186 X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS P P P P P P P P P P P P P P P P P0+00 0+20 0+40 0+60 0+80 1+00 1+20 PSE SUBSTATION U P R R EXISTING UNDERGROUND PSE TRANSMISSION LINE EXISTING UPRR RAILS PROPOSED SHOOFLY RAILS EXISTING 12" SANITARY SEWER LINE EXISTING CHAIN LINK FENCING2525 2 5 30 30 24 24 26 26 26 27 27 2728 28 29 29 31 3132 32 33 33 34 34 EXISTING ROW LINE Section 10 20 30 40 50 10 20 30 40 50 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+30 ℄ EXIST UPRR ℄ SHOOFLY UPRR PSE VARIES 12.00' CONSTRUCTION ROADWAY14.00' EXISTING GRADE, TYP SHOOFLY EMBANKMENT EXISTING 6' CHAINLINK FENCE KEY-IN AT EACH STEP MAY NOT EXCEED 2 FEET VERTICALLY, TYP EXISTING 12" Ø SANITARY SEWER EXISTING UNDERGROUND PSE TRANSMISSION LINE 5.40' ROW 15.39' 2:1 2:1 EXISTING UPRR EMBANKMENT feet 10550 scale La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 8 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 2 _ R R 0 3 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 RR-3 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 UPRR SHOOFLY CROSS SECTIONS - SHEET 2- 4/25/18 4/25/18 4/25/18 141 186 X X X X X X SS SS SS SS SS SS W W W W W W W 400 JB W W W W W W W W W W W W W W W W W W W W 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+26 U P R R S O U N D T R A N S I T A C C E S S R O A D 27 + 0 0 EXISTING 60" SPU WATER LINE EXISTING UPRR RAILS PROPOSED SHOOFLY RAILS 25 30 22 23 24 26 27 28 29 31 32 25 30 2324 26 2728 29 31 32 33 34 T3 WALL Section 10 20 30 40 50 10 20 30 40 50 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+30 9.30' SEE NOTE 1 EXTENT OF SPU CASING SOUND TRANSIT ACCESS ROAD ℄ EXIST UPRR ℄ SHOOFLY SPUUPRR 9. 8 1 ' 14' 12.00' CONSTRUCTION ROAD VARIES 3:1 ROW EXISTING GRADE EXISTING 12" Ø SANITARY SEWER EXISTING GUARDRAIL 2'7.89' SHOOFLY TEMPORARY STRUCTURAL WALL (T3 WALL) KEY-IN AT EACH STEP MAY NOT EXCEED 2 FEET VERTICALLY, TYP SHOOFLY EMBANKMENT EXISTING 60"Ø CONCRETE SPU WATERLINE WITH CASING EXISTING UPRR EMBANKMENT LIGHT WEIGHT FILL NOTE: 1.DISTANCE TAKEN FROM SPU AS-BUILT 776-47-20 feet 10550 scale La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 8 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 2 _ R R 0 4 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 RR-4 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 UPRR SHOOFLY CROSS SECTIONS - SHEET 3- 4/25/18 4/25/18 4/25/18 142 186 W W W W W W W W W W W W W W W W W W W ALL STORM PIPES DRAINING HEREPER SURVEY IE'S. WHERE DOES STORM RUNOFF GO? SUPPOSED TO GO SOUTH. W P TEL P T P T T CO CO CO RRSG RRSG CO 34452 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 + 0 0 10 5 + 0 0 1 0 8 + 6 6 1 6 7 + 0 0 STRANDER BLVD TACO BELL STRANDER BLVD STRANDER BLVD B N S F IN T E R U R B A N T R A I L CONSTRUCTION CL "S" LINE 15+00 20+00 WALL 6C WALL 5B WALL 4D WALL 4A WALL 1B WALL 3B WALL 3CWALL 7 WALL H1 WALL H6 WALL H2 WALL H5 WALL H3 WALL H4 WALL 3A WALL 3D WALL 6A WALL 1C WALL 1A WALL 2A WALL 2C WALL 2C WALL 5D WALL 5A WALL 4E WALL 4C U P R R SOUND TRANSIT JACK IN THE BOX WALL 6B WALL 10 WALL 11 WALL 8 WALL 9 WALL 4B KAISER KAISER P S E P S E WALL T1 PSE STATION WA-2 WA-3 W A - 4 WA-5 WA-6WA-7 WA-9 WA-10 WA-8 WALL 5C WALL 2B La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 8 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y feet 8040400 scale 4/25/18 WA-1 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN OVERVIEW - 4/25/18 4/25/18 4/25/18 143 186 X X X X X X X X X X X X X X X MB ICV 28" DECIDUOUS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STRANDER BLVD CONSTRUCTION CL "S" LINE 10+00 11 + 0 0 11 + 2 0 11 + 0 0 12+00 CONSTRUCTION CL "W2" LINE CONSTRUCTION CL "W1" LINE 0+ 0 0 1+ 0 0 STA "W1" 10+00= STA "S" 12+04.50, 51.50'LT STA "W1" 11+05= STA "PN" 1+20.95, 18.00'LT STA "W2" 10+27.50= STA "PN" 1+61.69, 27.74'RT CONSTRUCTION CL "PN" LINE WALL 2B WALL 2A WALL 8 WALL 9 WALL H1 WALL H2 10 + 0 0 WALL T1 CONSTRUCTION CL "WT" LINE 12+00 13+00 14+00 END WALL 2B START WALL 2C La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 2 - 0 5 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y KEYPLAN MA T C H L I N E S T A " S " 1 4 + 3 5 SE E S H E E T W A - 3 feet 2010100 scale 4/25/18 WA-2 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN SHEET 1- 4/25/18 4/25/18 4/25/18 144 186 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 10 0 + 0 0 10 5 + 0 0 1 0 6 + 0 0 STA "S" 14+60.37= STA "L" 100+00.00, 0.00'T STA "S" 17+02.37= STA "L" 104+91.27, 0.00'T STRANDER BLVD CONSTRUCTION CL "S" LINE 13+00 14+00 15+00 CONSTRUCTION CL "W2" LINE CONSTRUCTION CL "L" LINE WALL 2C WALL 7 15+00 16+00 17+00 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 2 - 0 5 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y KEYPLAN SE E S H E E T W A - 2 MA T C H L I N E S T A " S " 1 3 + 2 5 MA T C H L I N E S T A " S " 1 7 + 4 0 SE E S H E E T W A - 4 feet 2010100 scale 4/25/18 WA-3 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN SHEET 2- 4/25/18 4/25/18 4/25/18 145 186 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X P 16+00 17+00 17+22 10+00 11+00 12 + 0 0 CONSTRUCTION CL "S" LINE CONSTRUCTION CL "S" LINE CONSTRUCTION CL "W3" LINE CONSTRUCTION CL "W2" LINE S T R A N D E R B L V D SOUND TRANSIT PED PATH 0+00 1+00 2+00 2+20 CONSTRUCTION CL "STP" LINE STA "W2" 17+22.19= STA "STP" 1+85.48, 7.00'LT STA "W3" ???= STA "STP" 1+85.48, 7.00'RTWALL 3A WALL 3C WALL 3B WALL 2C WALL 2D WALL 7 WALL H3 18 + 0 0 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 2 - 0 5 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y KEYPLAN MATCH LINE STA "S" 18+80 SEE SHEET WA-5 MATCH LINE STA "S" 17+40, SEE SHEET WA-3 feet 2010100 scale 4/25/18 WA-4 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN SHEET 3- 4/25/18 4/25/18 4/25/18 146 186 X X X X X X X X X X X X X X X X X X X 30" DECIDUOUS P P P STRANDER BLVD 13+00 14+00 15+0015+00 CONSTRUCTION CL "S" LINE CONSTRUCTION CL "W3" LINE STA "W3" 15+00.01= STA "S" 21+30.00, 48.00'LTWALL 3C WALL 3D WALL H4 WALL 7 19+00 20+00 21+00 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 2 - 0 5 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y KEYPLAN SE E S H E E T W A - 4 MA T C H L I N E S T A " S " 1 8 + 8 0 feet 2010100 scale 4/25/18 WA-5 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN SHEET 4- 4/25/18 4/25/18 4/25/18 147 186 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 " D E C I D U O U S 2 " D E C I D U O U S T T STRANDER BLVD 19+0020+0021+00 CONSTRUCTION CL "S" LINE N88° 57' 53.70"E 10+00 11+00 12+00 CONSTRUCTION CL "W4" LINE WALL H4 WALL 4A WALL 4B La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 6 - 1 0 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y KEYPLAN MA T C H L I N E S T A " S " 1 8 + 8 0 SE E S H E E T W A - 7 feet 2010100 scale 4/25/18 WA-6 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN SHEET 5- 4/25/18 4/25/18 4/25/18 148 186 X X X X X X X X X X X X X X X T P T P P P P 10 4 + 0 0 10 5 + 0 0 STA "S" 17+02.37= STA "L" 104+91.27, 0.00'T B N S F 16+0017+0018+00 CONSTRUCTION CL "S" LINE CONSTRUCTION CL "L" LINE 13+00 14+00 15+00 18+12 WALL 4C WALL 4D CONSTRUCTION CL "W4" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 6 - 1 0 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y KEYPLAN SE E S H E E T W A - 6 MA T C H L I N E S T A " S " 1 8 + 8 0 MA T C H L I N E S T A " S " 1 6 + 0 0 SE E S H E E T W A - 8 feet 2010100 scale 4/25/18 WA-7 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN SHEET 6- 4/25/18 4/25/18 4/25/18 149 186 X X X X X X X X X X X X X X X R R S G R R S G C O 10 0 + 0 0 1 0 1 + 0 0 STRANDER BLVD 14+0015+0016+00 CONSTRUCTION CL "S" LINE CONSTRUCTION CL "L" LINE U P R R 16+00 1 7 + 0 0 1 2 + 0 0 13+0 0 WALL 4D CONSTRUCTION CL "W4" LINE CONSTRUCTION CL "W5" LINE WALL 4E WALL 4D 11 + 0 0 CONSTRUCTION CL "WT" LINE WALL T1 START WALL 5C END WALL 5B WALL 5B WALL 5C SEE S H E E T W A - 1 0 MATCH L I N E S T A " L " 1 0 1 + 1 0 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 6 - 1 0 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y SE E S H E E T W A - 7 MA T C H L I N E S T A " S " 1 6 + 0 0 KEYPLAN MA T C H L I N E S T A " S " 1 3 + 3 0 SE E S H E E T W A - 9 feet 2010100 scale 4/25/18 WA-8 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN SHEET 7- 4/25/18 4/25/18 4/25/18 150 186 1 2 " D E C I D U O U S 1 4 " D E C I D U O U S 1 4 " D E C I D U O U S 1 2 " D E C I D U O U S 1 2 " D E C I D U O U S 1 2 " D E C I D U O U S 1 4 " D E C I D U O U S 1 8 " D E C I D U O U S 2 4 " D E C I D U O U S C O C O C O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STRANDER BLVD I N T E R U R B A N T R A I L CONSTRUCTION CL "S" LINE JACK IN THE BOX 11+00 12+00 13+00 PC 1 2 + 8 5 . 1 6 PT 1 3 + 2 1 . 5 4 0+ 0 0 1+ 0 0 CONSTRUCTION CL "PS" LINE WALL 6C 14+00 15 + 0 0 9+49 10 + 0 0 11+00 12+00 12+11 CONSTRUCTION CL "W6" LINE CONSTRUCTION CL "W5" LINE WAL H1 WALL 6A WALL 6B WALL 5D WALL 5C WALL 10 WALL 11 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 6 - 1 0 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y SE E S H E E T W A - 8 MA T C H L I N E S T A " S " 1 3 + 3 0 KEYPLAN feet 2010100 scale 4/25/18 WA-9 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN SHEET 8- 4/25/18 4/25/18 4/25/18 151 186 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 0 1 + 0 0 102+ 0 0 103+0 0 CONSTRUCTION CL "L" LINE 1 7 + 0 0 18+00 18+12 10+00 11+0 0 1 2 + 0 0 WALL 5A WALL 5B WALL 4E WALL 4D La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 0 6 - 1 0 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y KEYPLAN MATCH L I N E S T A " L " 1 0 1 + 1 0 SEE SH E E T W A - 8 feet 2010100 scale 4/25/18 WA-10 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PLAN SHEET 9- 4/25/18 4/25/18 4/25/18 152 186 PROFILE - WALL T1 -30 -20 -10 0 10 20 30 40 50 60 -30 -20 -10 0 10 20 30 40 50 60 10+00 11+00 11+40 PROFILE - WALL ALIGNMENT W1 -30 -20 -10 0 10 20 30 40 50 60 -30 -20 -10 0 10 20 30 40 50 60 10+00 11+00 11+80 WALL PROFILE - WALL ALIGNMENT W2 : VIEW 1 -30 -20 -10 0 10 20 30 40 50 60 -30 -20 -10 0 10 20 30 40 50 60 10+00 11+00 12+00 13+00 14+00 10 + 0 0 . 0 0 SOLDIER PILE WALL 1A SECANT PILE WALL 1B SOLDIER PILE WALL 1C 10 + 1 8 . 0 0 10 + 8 7 . 0 0 11 + 0 5 . 0 0 10 + 2 7 . 5 0 10 + 9 0 . 0 0 SOLDIER PILE WALL 2A TOP OF WALL FINISH GRADE AT BACK OF WALL = EG EX GRADE BOT OF WALL FINISH GRADE AT FACE OF WALL SEAL TOP OF WALL FINISH GRADE AT BACK OF WALL = EG EX GRADE BOT OF WALL FINISH GRADE AT FACE OF WALL SEAL CL "US" LINE (UPRR) EX GRADE TOP OF WALL BOT OF WALL SEAL 4' Ø SECANT PILE WALL 5B 4' Ø SECANT PILE WALL 2B CL "W2" LINE CL "W5" LINECL "S" LINE WALL H2 WALL H1 LATERAL BRACING TOE OF FILL SHOOFLY (TYP.) TOP OF RAIL SHOOFLY FINISHED GRADE FACE OF WALL WALL H2 CL SHOOFLY STAGE I STAGE II SECANT PILE WALL 2C WALL T1 ELEV -55 MATCHLINE STA 14+00 SEE SHEET WA-12 CAP BEAM CAP BEAM SECANT PILE WALL 2B CL "WT" LINE 10 + 9 0 . 0 0 12 + 6 2 . 7 8 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 1 1 - 1 4 _ P r o f i l e O v e r v i e w s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 1" = 20' feet 4020200 scale 4/25/18 WA-11 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PROFILE OVERVIEW SHEET 1- 4/25/18 4/25/18 4/25/18 153 186 WALL PROFILE - WALL ALIGNMENT W3 -30 -20 -10 0 10 20 30 40 50 60 -30 -20 -10 0 10 20 30 40 50 60 10+00 11+00 12+00 13+00 14+00 15+00 15+20 WALL PROFILE - WALL ALIGNMENT W2 : VIEW 2 -30 -20 -10 0 10 20 30 40 50 60 -30 -20 -10 0 10 20 30 40 50 60 15+00 16+00 17+00 17+40 SECANT PILE WALL 2C CIP WALL 2D 16 + 4 6 . 7 0 16 + 5 4 . 5 0 SOLDIER PILE WALL 3A SECANT PILE WALL 3B 10 + 0 0 . 0 0 10 + 7 6 . 5 0 11 + 5 7 . 7 7 SECANT PILE WALL 3C CIP WALL 3D 12 + 3 5 . 0 5 14 + 4 8 . 0 0 14 + 7 5 . 0 0 NEW BNSF RR BRIDGE ABUTMENT EXIST BNSF RR BRIDGE ABUTMENT 11 + 7 5 . 7 6 TOP OF WALL FINISH GRADE AT BACK OF WALL = EG EX GRADE BOT OF WALL TRAIL FINISH GRADE AT FACE OF WALL SEAL TOP OF WALL FINISH GRADE AT BACK OF WALL = EG EX GRADE BOT OF WALL TRAIL FINISH GRADE AT FACE OF WALL SEAL FINISH GRADE AT BACK OF WALL CL "L" LINE CL "MT1" LINE (BNSF) MATCHLINE STA 14+00 SEE SHEET WA-11 ELEV -55 WALL H3 WALL H4 WALL H3 ROADWAY FINISHED GRADE (PROJECTION) CAP BEAM CAP BEAM CAP BEAM La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 1 1 - 1 4 _ P r o f i l e O v e r v i e w s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 1" = 20' feet 4020200 scale 4/25/18 WA-12 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PROFILE OVERVIEW SHEET 2- 4/25/18 4/25/18 4/25/18 154 186 PROFILE VIEW - WALL ALIGNMENT W4 : VIEW 1 -30 -20 -10 0 10 20 30 40 50 60 -30 -20 -10 0 10 20 30 40 50 60 10+00 11+00 12+00 13+00 14+00 15+00 PROFILE VIEW - WALL ALIGNMENT W4 : VIEW 2 -30 -20 -10 0 10 20 30 40 50 60 -30 -20 -10 0 10 20 30 40 50 60 16+00 17+00 18+00 18+20 SECANT PILE WALL 4A SECANT PILE WALL 4D 10 + 2 8 . 0 0 11 + 9 2 . 7 7 WALL MODIFICATION 4B WITH PGA EXISTING RR BRIDGE ABUTMENT WALL MODIFICATION 4C WITH PGA 12 + 3 7 . 3 7 13 + 2 5 . 4 8 13 + 7 3 . 6 4 SECANT PILE WALL 4D SOLDIER PILE WALL 4E 17 + 4 7 . 5 0 18 + 0 7 . 8 8 NEW RR BRIDGE ABUTMENT 13 + 0 3 . 9 2 TOP OF WALL FINISH GRADE AT BACK OF WALL EX GRADE BOT OF WALL FINISH GRADE AT FACE OF WALL SEAL TOP OF WALL FINISH GRADE AT BACK OF WALL = EG EX GRADE BOT OF WALL FINISH GRADE AT FACE OF WALL SEAL FINISH GRADE AT BACK OF WALL BOT OF WALL TOP OF WALL FINISH GRADE AT BACK OF WALL CL "L" LINE TOP OF ROADWAY MATCHLINE STA 15+00 WALL H4 SEAL MATCHLINE STA 15+00 WALL H5 ELEV -55 CL "MT1" LINE (BNSF) CAP BEAM CAP BEAM CAP BEAM La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 1 1 - 1 4 _ P r o f i l e O v e r v i e w s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 1" = 20' feet 4020200 scale 4/25/18 WA-13 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PROFILE OVERVIEW SHEET 3- 4/25/18 4/25/18 4/25/18 155 186 WALL PROFILE - WALL ALIGNMENT W5 -30 -20 -10 0 10 20 30 40 50 60 -30 -20 -10 0 10 20 30 40 50 60 10+00 11+00 12+00 13+00 14+00 15+00 15+60 WALL PROFILE - WALL ALIGNMENT W6 -30 -20 -10 0 10 20 30 40 50 60 -30 -20 -10 0 10 20 30 40 50 60 10+00 11+00 12+00 12+20 SOLDIER PILE WALL 6A SECANT PILE WALL 6B SOLDIER PILE WALL 6C 9+ 5 5 . 0 0 10 + 0 6 . 8 0 10 + 8 0 . 0 0 12 + 1 0 . 6 1 SOLDIER PILE WALL 5A SOLDIER PILE WALL 5D 10 + 0 0 . 0 0 10 + 8 6 . 5 0 14 + 8 8 . 0 0 15 + 2 5 . 0 0 TOP OF WALL FINISH GRADE AT BACK OF WALL = EG EX GRADE BOT OF WALL FINISH GRADE AT FACE OF WALL SEAL TOP OF WALL FINISH GRADE AT BACK OF WALL = EG EX GRADE BOT OF WALL FINISH GRADE AT FACE OF WALL SEAL CL "US" LINE (UPRR) WALL H6 WALL H5 SEAL CL SHOOFLY STAGE II STAGE I SECANT PILE WALL 5B ELEV -55 WALL T1 WALL H6 WALL H1 CAP BEAM SECANT PILE WALL 5C CL "WT" LINE 12 + 9 7 . 0 8 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 2 9 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 1 1 - 1 4 _ P r o f i l e O v e r v i e w s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 1" = 20' feet 4020200 scale 4/25/18 WA-14 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL PROFILE OVERVIEW SHEET 4- 4/25/18 4/25/18 4/25/18 156 186 WALL ELEVATION SCALE: 1"=5 ELEV XX.XX ELEV XX.XX ELEV XX.XX 4'-0"Ø SHAFT, TYP CAP BEAM EXIST GRADE FINAL GRADE @ FACE OF WALL TOP OF SEAL BOTTOM OF SEAL ELEV XX.XX GROUND WATER ELEV 19.00 TOP OF WALL La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 1 5 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 WA-15 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL ELEVATIONS SHEET 1- 4/25/18 4/25/18 4/25/18 157 186 TYPICAL SECTION SCALE: 1"=5 A 8' SIDEWALK 11' LANE 11' LANE 2' SHY 80.7' 0.5' 5.7'4' SIDEWALK 11' LANE 11' LANE 2' SHY 0.5' 2' -2.0%2.0% 12' LANE PROFILE LINE TYPICAL SECTION SCALE: 1"=5 B 18' SIDEWALK 11' LANE 11' LANE 2' SHY 0.5' 8.002' SHY 2' SHY 11' LANE 11' LANE 2' SHY 5.5' PROFILE LINE 0.5' 83.5' SOLDIER PILE WALL (TYP.) FINISH GROUND LINE C.I.P.WALL CUT OR FILL SLOPE (WHERE APPLICABLE) EXISTING GROUND LINE EXISTING GROUND LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W A 2 0 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 WA-20 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 ROADWAY SECTION SOLDIER PILE WALL- 4/25/18 4/25/18 4/25/18 162 186 91+ 0 0 92+0093+0094+00 95 + 0 0 96+00 0+00 1+00 2+0 0 0+001+00 2+ 0 0 2+ 2 0 S T R A N D E R B L V D CONSTRUCTION CL "PN" LINE CONSTRUCTION CL "I" LINE CONSTRUCTION CL "PS" LINE CONSTRUCTION CL "I" LINE PSE (INTERURBAN TRAIL) R O W R O W EP 9 6 + 3 6 . 8 0 PC 9 4 + 5 6 . 2 5 PC 9 5 + 4 3 . 4 4 PT 9 1 + 2 0 . 2 5 PT 9 4 + 9 8 . 5 5 PT 9 5 + 8 8 . 9 7 ROW ROW N8 6 ° 5 2 ' 4 9 . 8 0 " E 28 4 . 2 4 ' S1° 02' 06.30"E 336.00' N1° 02' 06.31"W 154.78' S3° 28' 24.43"E 47.83' S1° 02' 06.30"E 336.00' S1° 02' 25.57"E 110.15' PC 1+54.78 PT 2+32.75 PC 1+10.15 PT 1+88.69 10 + 0 0 11+00 11+20 10+0011+00 12 + 0 0 14 + 0 0 15+00 1 5 + 5 4 9+ 4 9 10+00 11 + 0 0 12 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 PC 12+85.16 PT 13+21.54 N1° 02' 06.30"W 76.72' N86° 52' 49.80"E 29.12' STA "W1" 11+20= STA "PN" 1+35.95, 17.00'LT N 169983.57 E 1291727.00 STA "W1" 10+00= STA "S" 12+04.50, 51.50'LT N 169896.35 E 1291688.32 N50° 55' 14.45"E 14.16' CONSTRUCTION CL "W1" LINE STA "W6" 9+49.29= STA "PS" 1+86.99, 17.00'RT N 169704.11 E 1291703.17 STA "W6" 12+10.61= STA "S" 10+92.28, 42.20'RT N 169796.68 E 1291581.36 PI 10+57.85 PI 11+02.88 PT 10+00.00 PI 10+29.12 PI 10+43.28 N1° 01' 57.73"W 57.85' N8 0 ° 5 9 ' 5 4 . 0 8 " W 45 . 0 3 ' S8 6 ° 5 2 ' 4 9 . 8 0 " W 10 7 . 7 2 ' S1° 02' 06.30"E 82.52' S45° 12' 11.70"W 10.06' S8 6 ° 5 2 ' 4 9 . 8 0 " W 65 . 3 1 ' S81° 41' 09.86"W 44.18' S1° 01' 59.16"E 118.20' S79° 57' 50.69"E 29.72' N88° 57' 53.70"E 97.39' PI 14+34.49 PI 13+80.25 PI 14+24.43PC 15+17.01 STA "W5" 15+53.53= STA "PS" 1+48.10, 29.76'LT N 169683.24 E 1291760.31 STA "W2" 10+00= STA "PN" 1+77.81, 35.96'RT N 170041.39 E 1291769.97 PT 11+80.91 PC 11+76.86 PC 11+18.20 PT 11+47.13 C1 C2 C3 C4 CURVE TABLE : ALIGNMENTS CURVE # C1 C2 C4 C3 PI STATION "W2" 11+35.49 "W2" 11+78.89 "W5" 15+36.27 "W6" 9+81.18 RADIUS 21.00' 21.00' 46.50' 33.00' LENGTH 28.93' 4.06' 36.52' 50.71' DELTA 78°55'51.53" 11°04'15.61" 45°00'00.00" 88°02'12.74" TANGENT 17.29' 2.04' 19.26' 31.89' PI (NE) 169905.92, 1291772.41 169897.37, 1291820.71 169697.10, 1291773.69 169705.78, 1291735.02 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W L 0 1 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y feet 4020200 scale KEY PLAN MATCH LINE STA "S" 13+65 SEE SHEET WL-2 4/25/18 WL-1 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL ALIGNMENT PLAN SHEET 1- 4/25/18 4/25/18 4/25/18 163 186 10 0 + 0 0 1 0 1 + 0 0 102+ 0 0 103+0 0 10 4 + 0 0 10 5 + 0 0 1 0 6 + 0 0 10 2 8 + 0 0 10 2 9 + 0 0 STRANDER BLVD B N S F 0+ 0 0 1+ 0 0 CONSTRUCTION CL "L" LINE CONSTRUCTION CL "S" LINE CONSTRUCTION CL "S" LINE CONSTRUCTION RO W RO W PC 105+68.64 PC 100+55.57 PT 104+35.70 L4 N88° 57' 53.70"E 1049.83' S1 ° 0 2 ' 0 6 . 3 0 " E 55 . 5 7 ' 13+00 14+00 15+00 16 + 0 0 11 + 0 0 12+00 12+0013+0014+0015+00 16+00 1 7 + 0 0 18+00 10+00 11+0 0 1 2 + 0 0 13+0 0 10 + 0 0 11 + 0 0 11 + 0 4 14+00 15+00 16+00 17+00 18+00 19+00 PT 13+14.94 PRC 12+61.06 PI 15+36.41 PC 15+86.90 PCC 16+48.85 STA "W4" 18+12.17= STA "L" 102+93.32, 23.50'LT N 169710.44 E 1292107.87 STA "W5" 10+00= STA "L" 102+85.00, 23.50'RT N 169663.71 E 1292117.46 N87° 19' 42.02"E 245.10'N88° 57' 53.70"E 97.39' N88° 57' 53.70"E 66.42' S88° 57' 53.70"W 536.41' S83° 46' 13.75"W 50.49' CONSTRUCTION CL "W2" LINE CONSTRUCTION CL "W4" LINE CONSTRUCTION CL "W5" LINE S89° 23' 54.63"E 192.58' PI 15+23.40 PI 12+78.30 PT 11+80.91 C5 C6 C 7 C 8 CURVE TABLE : ALIGNMENTS CURVE # C5 C6 C7 C8 PI STATION "W4" 16+29.67 "W4" 17+57.09 "W5" 11+83.34 "W5" 12+94.72 RADIUS 35.00' 97.50' 144.50' 35.50' LENGTH 61.95' 163.32' 261.06' 53.88' DELTA 101°24'36.55" 95°58'36.32" 103°30'45.74" 86°57'23.04" TANGENT 42.77' 108.24' 183.34' 33.66' PI (NE) 169810.99, 1291962.93 169667.08, 1292008.69 169601.98, 1291944.83 169817.73, 1291921.53 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W L 0 1 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y feet 4020200 scale KEY PLAN SE E S H E E T W L - 1 MA T C H L I N E S T A " S " 1 3 + 6 5 MA T C H L I N E S T A " S " 1 7 + 2 0 SE E S H E E T W L - 3 4/25/18 WL-2 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL ALIGNMENT PLAN SHEET 2- 4/25/18 4/25/18 4/25/18 164 186 10 2 8 + 0 0 10 2 9 + 0 0 10 3 0 + 0 0 B N S F 0+ 0 0 1+ 0 0 2+ 0 0 CONSTRUCTION CL "BNSF MT1" LINE CONSTRUCTION CL "S" LINE STRANDER BLVD RO W ROW ROW RO W CONSTRUCTION CL "STP" LINE N88° 57' 53.70"E 1049.83' 16 + 0 0 17 + 0 0 17 + 2 2 10 + 0 0 11 + 0 0 12+00 13+00 14+00 15+0015+00 10+0011+0012+0013+00 18+00 19+00 20+00 21+00 STA "W4" 10+00= STA "S" 21+05.00 N 169830.80 E 1292591.96 STA "W3" 15+00.01= STA "S" 21+30.00 N 169913.23 E 1292615.47 N88° 57' 53.70"E 173.50' S89° 23' 54.63"E 192.58' S88° 57' 53.70"W 536.41' PT 13+26.51 CONSTRUCTION CL "W4" LINE CONSTRUCTION CL "W3" LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W L 0 1 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y feet 4020200 scale KEY PLAN SE E S H E E T W L - 2 MA T C H L I N E S T A " S " 1 7 + 2 0 SEE SHEET FOR GEOMETRY 1 WL-4 4/25/18 WL-3 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL ALIGNMENT PLAN SHEET 2- 4/25/18 4/25/18 4/25/18 165 186 S T R A N D E R B L V D 1+00 2+00 CONSTRUCTION CL "STP" LINE PC 0+58.32 PT 0+85.74 N1° 02' 06.30"W 58.32'N2° 06' 23.61"E 134.26' 16+00 17+00 10+00 11+00 PI 15+89.83 PC 15+94.65 PT 16+22.45 S2° 06' 23.61"W 98.00' N2° 06' 23.61"E 99.74' N88° 57' 53.70"E 4.08' PI 11+29.85 PI 11+33.93 PC 10+98.00PT 11+25.04 N1° 02' 06.30"W 4.82' S1° 02' 06.30"E 4.82' S8 9 ° 2 3 ' 5 4 . 6 3 " E 19 2 . 5 8 ' N8 8 ° 5 7 ' 5 3 . 7 0 " E 66 . 4 2 ' STA "W2" 17+22.19= STA "STP" 1+85.48, 7.00'LT N 170044.08 E 1292235.20 STA "W3" 10+00= STA "STP" 1+83.74, 7.00'RT N 170041.83 E 1292249.13 CONSTRUCTION CL "W2" LINE CONSTRUCTION CL "W3" LINE SOUND TRANSIT PATH C9 C10 CURVE TABLE : ALIGNMENTS CURVE # C9 C10 PI STATION "W2" 16+08.55 "W3" 11+11.52 RADIUS 507.00' 493.00' LENGTH 27.80' 27.03' DELTA 3°08'29.91" 3°08'29.91" TANGENT 13.90' 13.52' PI (NE) 169930.51, 1292231.02 169930.38, 1292245.03 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 0 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 3 _ W L 0 4 _ P l a n s . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTAL DATUM NAD 83 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y feet 2010100 scale WALL ALIGNMENT DETAIL1 WL-3 4/25/18 WL-4 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 WALL ALIGNMENT DETAILS SHEET 1- 4/25/18 4/25/18 4/25/18 166 186 X X X X X X X T T T T S D S S S S SS X X X X X X X X X X X X SD S D S D S D SD S D S D S D S D G T T T T T T P P P P P P P P P P X X X X X SDSDSDSDSDSDSDSDSDSDSD SD SD SD SD X SDSD SD SD SD S D SD SD P T T T P P P PPPPP P X X X X X X X X X X X X X X X X W W W W W W W W W W W T W WP P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S D SD S D SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS P P P S D S D S S OHP OHP OHP OHP OHP O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T SD SD S D S D S D SD SD J B J B SD W P P 26" DECIDUOUS T P JB JB T JB T J B J B P JB MB ICV 28" DECIDUOUS 20" CEDAR14" CEDAR 20" DECIDUOUS 18" CEDAR 18" DECIDUOUS 24" DECIDUOUS W MWEL RRSG RRSG JB JB JB JB JB JB JB JB JB 2" DECI T ICV P P P JB JB P P P P W CO ICB JBJB JBJB 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PLAN - SEAL PROFILE - SEAL LEGEND La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 4 _ S E 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y STRANDER BOULEVARD EXTENSION PHASE 3 SEAL PLAN AND PROFILE SHEET 1 167 186 5 ' - 0 " ELEV 19.0 25'-0" APPROACH SLAB 3' - 0 " 1'-0" HEAD WALL 6'-0" TOP OF SEAL SECTIONA - WALL H1 TO WALL H6 TYP. DETAIL ENCLOSURE POUR TYPICAL UTILITY ROADWAY AND SUBGRADE WALL CONSTRUCTION LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 4 _ S E 0 3 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 SE-3 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 SEAL MISC DETAILS SHEET 1- 4/25/18 4/25/18 4/25/18 169 186 WALL ELEVATION La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 4 _ S E 0 4 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y STRANDER BOULEVARD EXTENSION PHASE 3 SEAL MISC DETAILS SHEET 2 170 186 50 ' - 0 " 50 ' - 0 " WEST BNSF ROW EAST BNSF ROW ℄ BNSF MAIN 2 ℄ BNSF MAIN 1 FACE OF CURB ℄ BNSF MAIN 3 ℄ BNSF FUTURE ROW T T T P P P P X X S S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D X X X X X S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D P P P P T T T T T T T X X X X X X X X X X X X X W W W W W W W W W W W W W W W T T T T T T T T X X X X X X X X X X X X X X X X X X S S S S S S S S S S S S S S S S S S S S S S S S S D S D S D S D S D S D S D S D G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T T T T P J B J B T J B T P J B J B J B P P P J B J B P P P P ROW ROW 18 ' - 0 " ± 5 8 ' - 2 3 / 4 " 18 ' - 0 " ℄ ABUT #1 STA ℄ "BNSF ROW" 1029+36.30 ℄ PIER #2 STA ℄ "BNSF ROW" 1028+81.85 ℄ ABUT #3 STA ℄ "BNSF ROW" 1028+40.10 STA "MT1" 1028+13.56= STA "S" 18+79.08 1.ON BNSF BRIDGE, ℄ "BNSF ROW" LINE IS COINCIDENT WITH BNSF MT1. NOTES: feet 2010100 scale La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-1 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 BNSF BRIDGE NO. 11.07 L.S. 0051 GENERAL PLAN- 4/25/18 4/25/18 4/25/18 171 186 TYPICAL SECTION - BNSF BRIDGE SCALE: 1"=5 H 1"=5' V D BN S F P I E R 2 16 . 5 ' MI N C L E A R A N C E 2'-2" 36.50'49.50' 2'-2" STA "S" 18+01 TO 18+60 NOTES: BN S F A B U T 3 BN S F A B U T 1 SH E E T P I L E SH E E T P I L E 1.SEE RA DRAWINGS FOR PROFILE AND DETAIL ON BNSF ABUT, PIER, AND FOUNDATION SLAB. 2.SEE ROADWAY PLANS FOR BARRIER TYPE AND PLACEMENT. 3.SEE DRAINAGE PLANS, DRAINAGE PROFILES AND DRAINAGE DETAILS FOR STORM DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM LAYOUT AND DETAILS. SEE NOTE 3 EXCAVATION ELEVATION 6.00'6.00'4.50' 1 1 (TYP) 9' - 7 1 / 4 " T O 9' - 1 0 3 / 4 " ( T Y P ) 1'-1"1'-1" VA R I E S 9' - 1 1 / 4 " T O 9' - 4 3 / 4 " 3 SPA @ 6'-4" O.C. = 19'-0"3 SPA @ 6'-4" O.C. = 19'-0"2 SPA @ 6'-4" O.C. (TYP)2'32'-7"19'-7"2' 12" HDPE STORM PIPE 20" STEEL CASING PIPE 0' TO 3'-7 1/2" 1'-9 1/8" TO 0" 0" TO 4'-5 3/8" 11' LANE 11' LANE 2' SHY 2' SHY 11' LANE 11' LANE 2' SHY 2' SHY 13' PEDESTRIAN PATH VARIES FACIA REINFORCED FOUNDATION SLAB FUTURE BNSF FINISHED TOP OF RAIL = 34.1' CONSTRUCTION "S" LINE ℄ WALL CONSTRUCTION LINE WALL CONSTRUCTION LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-2 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 BNSF BRIDGE NO. 11.07 L.S. 0051 ROADWAY SECTION SHEET 1- 4/25/18 4/25/18 4/25/18 172 186 TYPICAL SECTION SCALE: 1"=5 D 11' LANE 11' LANE 2' SHY 2' SHY 0.5' 4' 13' PEDESTRIAN PATH VA R I E S 2' 4'-0"Ø SECANT PILE WALL 11' LANE 11' LANE 2' SHY 2' SHY 0.5' 4' VARIES 30'30'1' SEAL WALL TO BE UPDATED PER DETAIL XX EXISTING WALL AND FOOTING. WALL HEIGHT VARIES PGA WALL 7 PEDESTRIAN WALL (WHEN REQUIRED) WALL 4B AND 4C MODIFICATIONS W/ PGA EXISTING GRADE FINISHED GRADE PRESSURE GROUTING PRIOR TO SEAL EXCAVATION WALL CONSTRUCTION LINE WALL CONSTRUCTION LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 1 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 0 3 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-3 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 BNSF BRIDGE NO. 11.07 L.S. 0051 ROADWAY SECTION SHEET 2- 4/25/18 4/25/18 4/25/18 173 186 18'-0"18'-0" 6'-6" MIN 7'-1 13/16"6'-6" MIN 7'-1 13/16" ℄ EXISTING MAIN 2 ℄ EXISTING MAIN 3℄ FUTURE MAIN ℄ MAIN 1 & 2 BRIDGE 14'-3 5/8" 6'-6" MIN 2'-11 1/8" 18'-0" NEW FOUNDATION ONLY (FUTURE SUPERSTRUCTURE) 17'-9"41'-5 3/4" ST A " S " 1 8 + 0 2 . 9 4 ST A " S " 1 8 + 0 2 . 9 4 1'-0" REMOVE CURTAIN WALL ℄ EXISTING MAIN 1 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 0 4 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-4 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 BNSF BRIDGE NO. 11.07 L.S. 0051 TYPICAL SECTION- 4/25/18 4/25/18 4/25/18 174 186 ELEVATION - ABUTMENT #1 18'-0" 9' - 0 1 / 4 " 20 ' - 1 7 / 8 " 18'-0" 10'-7 1/8" ℄ FUTURE MAIN ℄ MAIN 1 5' - 1 3 / 4 " 3' - 9 1 / 2 " 1' - 4 1 / 4 " 6'-6"6'-6" 6'-0"6'-0"2'-9"3'-3" REMOVE CURTAIN WALL La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 0 5 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-5 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 BNSF BRIDGE NO. 11.07 L.S. 0051 ELEVATION - ABUTMENT #1- 4/25/18 4/25/18 4/25/18 175 186 ELEVATION - PIER #2 18'-0" ℄ FUTURE MAIN 9' - 0 1 / 4 " 20 ' - 4 3 / 8 " 18'-0" 8'-0" ℄ MAIN 1 2'-9"6'-0"6'-0"3'-3" 7'-4 7/8" La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 0 6 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-6 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 BNSF BRIDGE NO. 11.07 L.S. 0051 ELEVATION - PIER #2- 4/25/18 4/25/18 4/25/18 176 186 ELEVATION - ABUTMENT #3 18'-0" 9' - 0 1 / 4 " 20 ' - 1 7 / 8 " 18'-0" 10'-7 1/8" ℄ FUTURE MAIN℄ MAIN 1 6'-6"6'-6" 3' - 9 1 / 2 " 5' - 1 3 / 4 " 1' - 4 1 / 4 " 2'-9"6'-0"6'-0"3'-3" REMOVE CURTAIN WALL La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 0 7 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-7 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 BNSF BRIDGE NO. 11.07 L.S. 0051 ELEVATION - ABUTMENT #3- 4/25/18 4/25/18 4/25/18 177 186 T T X X O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SD SD S D S D S D S D S D S D S D G G G G G G G G G G G G G G G G G G G G G G G G R R S G R R S G 0 0 0 0 0 0 0 0 0 0 FUTURE MAIN MAIN 1 UPRR RIGHT OF WAY UPRR RIGHT OF WAY 30 30 30 2 0 ' SHOOFLY 25 30 30 30 2 5 25 TOE OF SLOPE TOE OF SLOPE TOE OF SLOPETOE OF SLOPE 40'-1"51'-2" 95'-3" POINT OF MIN VERTICAL CLEARANCE WALL T1 3 0 ' - 1 1 " 1 0 ' - 9 " 9 ' - 9 " M I N 9 ' - 6 " 9 ' - 6 " 1 9 ' - 0 " 1 ' - 4 " 4 1 ' - 8 " ℄ ABUTMENT 3 ℄ ABUTMENT 1 ℄ PIER 2 STA "S" 13+94.11= STA "UPI" XX+XX.XX feet 2010100 scale La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 2 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 0 8 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y PLAN - UPRR BRIDGE 4/25/18 RA-8 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 UPRR BRIDGE NO. ##.## L.S. #### GENERAL PLAN- 4/25/18 4/25/18 4/25/18 178 186 TYPICAL SECTION SCALE: 1"=5 D 87'-3" 11' LANE 11' LANE 2' SHY 2' SHY 6" 4' 11'-0" PEDESTRIAN PATH VA R I E S 2' 4'-0"Ø SECANT PILE WALL, TYP. 11' LANE 11' LANE 2' SHY 2' SHY 6" 4'-6" VARIES 30'-0"31'-6" 1' SEAL VARIES 4'-6" VARIESVARIES TOP SEAL SLAB 2'-4"2'-4" AB U T M E N T 3 PI E R 2 AB U T M E N T 1 95'-3" POINT OF MIN CLEARANCE = 17'-6" E P E ELEV -XX' 44'-10"32'-4" 6'-0"Ø SHAFT (CONSTRUCTED BEFORE SEAL CONSTRUCTION) WALL CONSTRUCTION LINE WALL CONSTRUCTION LINEP La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 0 9 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-9 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 UPRR BRIDGE NO. ##.## L.S. #### ELEVATION- 4/25/18 4/25/18 4/25/18 179 186 W W W W W W W W W W WWWWW W W W W W WW W W W W W W W W ℄ FUTURE MAIN ℄ MAIN 6'-6"6'-6" 18'-10 1/4" TOTAL WIDTH OF SUPERSTRUCTURE 18'-10 1/4" TOTAL WIDTH OF SUPERSTRUCTURE 2'-7 3/16" SIDEWALK VA R I E S X' - X " T O X ' - X " 9'-9" CLR.20'-0" 4 SPA @ 2'-7" = 10'-4" 3' - 6 " WATERPROOFING 5/8" x 16" BALLAST PAN CURB (TYP.) 1' - 4 " 1' - 0 " M I N . BA L L A S T TIE (TYP.) TOP OF RAIL (TYP.) 8'-0" (TYP.) 9'-0" (TYP.) BRIDGE SEAT 4' - 0 " (T Y P . ) BALLAST (TYP.) La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 1 0 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-10 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 UPRR BRIDGE NO. ##.## L.S. #### TYPICAL SECTION- 4/25/18 4/25/18 4/25/18 180 186 X X X X X S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D P P P P T T T T T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W W W W W W T W W W W W W W W W P P P P P P P P P P P P P P P P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X D S D S D S D S D S D S D S D S S S S S S S S S S S S S S S S S S S S S D O H P G G G G G G G G G G G G G G G G G G G G G G S D S D S D W W T P J B T T J B J B P JB J B J B 1.______ NOTES: PLAN - FLYOVER BRIDGE "S" LINE "L" LINE "STP" LINE ℄ PIER 1 97'-6" ℄ PIER 2 2'-0" 2'-0" BACK OF PAVEMENT SEAT 41 ' - 8 " 20 ' - 1 0 " 20 ' - 1 0 " BACK OF PAVEMENT SEAT STA "S" 17+02.37= STA "L" 104+91.27 APPROACH SLAB (TYP.) 2' - 0 " SH L D 17 ' - 6 " LA N E 17 ' - 6 " LA N E 2' - 0 " SH L D feet 2010100 scale La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 1 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-11 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 VEHICULAR BRIDGE GENERAL PLAN- 4/25/18 4/25/18 4/25/18 181 186 TYPICAL SECTION SCALE: 1"=5 D 89.50' 11' LANE 11' LANE 2' SHY 2' SHY 0.5' 4' 13' PEDESTRIAN PATH VA R I E S 5' 4'-0"Ø SECANT PILE WALL, TYP 11' LANE 11' LANE 2' SHY 2' SHY 0.5' 4' 13.5'30'30'1' SEAL TOP SEAL SLAB ELEV XX.XX ℄ PIER 2 ℄ PIER 1 WALL CONSTRUCTION LINE WALL CONSTRUCTION LINE La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 1 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 20306 R O B E R T L . FERN A N D E S S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R PR E L I M I N A R Y 4/25/18 RA-12 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 VEHICULAR BRIDGE ELEVATION- 4/25/18 4/25/18 4/25/18 182 186 39'-0" 5 SPA @ 6'-10" = 34'-2" ℄ BRIDGE ℄ GIRDER ℄ GIRDER ℄ GIRDER ℄ GIRDER℄ GIRDER℄ GIRDER GIRDER WF42G, TYP 42" TRAFFIC BARRIER, TYP 8" S L A B 1' - 0 " LIMITS OF PIGMENTED SEALER (TYP.) 1'-1" La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 3 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 5 _ R A 1 3 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 RA-13 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 VEHICULAR BRIDGE TYPICAL SECTION- 4/25/18 4/25/18 4/25/18 183 186 X X X X X X X X X X X X X X X X X X X X X X T T T T T T T S D S D S D S D S D S S S S S S S S S S S S S S S S S S D S D S D S D S D S D S D S D S D S D S D S D S D SD S D S D S D S D S D S D S D G G G P P P P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P P P P P P P P P P SD S D S D S D P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G P P P P P P S D S D P J B P P 2 6 " D E C I D U O U S M B I C V 2 8 " D E C I D U O U S 4 8 " D E C I D U O U S 3 6 " E V E R G R E E N 2 0 " C E D A R 1 4 " C E D A R 2 0 " D E C I D U O U S 1 8 " C E D A R 1 8 " D E C I D U O U S 2 4 " D E C I D U O U S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PLAN - PEDESTRIAN BRIDGE "I" LINE "S" LINE WALL XX WALL XX WALL XX WALL XX 104'-4" 1 4 ' - 0 " 1 ' - 0 " 1 ' - 0 " BACK OF PAVEMENT SEAT 1 6 ' - 0 " BACK OF PAVEMENT SEAT feet 2010100 scale La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 6 _ P B 0 1 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y 4/25/18 PB-1 AS SHOWN- MEN PVL SCB - STRANDER BOULEVARD EXTENSION PHASE 3 PEDESTRIAN BRIDGE PLAN- 4/25/18 4/25/18 4/25/18 184 186 La s t S a v e d b y : Jo u r d e n . m a k i n e n o n : Ap r 2 4 , 2 0 1 8 9 : 3 4 A M F i l e : Q: \ F e d e r a l W a y \ 2 0 1 8 \ A 1 8 . 0 0 8 5 \ 0 0 \ C A D D \ D w g s \ 2 6 _ P B 0 2 . d w g Co p y r i g h t © B e r g e r A B A M . A l l R i g h t s R e s e r v e d . CI T Y O F T U K W I L A -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- date scale file no revisionsdateno PUBLIC WORKS DEPT. proj dir proj eng checked drawn designed dateby **1908 N O T G N I H S A W ALIWKUT F O L A E S field bk no 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 30% SUBMITTALCALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S T U A R T C. BEN N I O N S T A T E O F WASHIN G T O N S T R U C TURAL E N G I N E E R P R O F ESSIONAL E N G I N E E R41778 PR E L I M I N A R Y STRANDER BOULEVARD EXTENSION PHASE 3 PEDESTRIAN BRIDGE ELEVATION AND SECTION 185 186