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GEOTECHNICAL ENGINEERING STUDY SUE CHAN SHORT PLAT 405 SOUTHWEST LANGSTON ROAD AND 319 STEVENS AVENUE SOUTHWEST RENTON, WASHINGTON DEV3~WMENTPLANNIN OFRENTON G E-11997 September 6, 2005 PREPARED FOR MS. SUE CHAN Kristina M. Weller, PE Manager of Geotechnical Services Earth Consultants, Inc. OCT 2 ~ 2005 RECEIVED 1805 -136th Place Northeast, Suite 201 Bellevue, Washington 98005 (425) 643-3780 Toll Free 1-888-739-6670 IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor. As troublesome as subsurface problems can be. their frequency and extent have been lessened considerably in recent years. due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical-related delays. cost-overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project-specific factors. These typically include: the general nature of the structure involved. its size and configuration; the location of the structure on the site and its orientation; physical concomitants such as access roads. parking lots. and underground utilities. and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems. consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise. ~our geotechnical engineering report should not be used: • When the nature of the proposed structure is changed. for example. if an office building will be erected instead of a parking garage. or if a refriger- ated warehouse will be built instead of an unre- frigerated one; • when the size or configuration of the proposed structure is altered; • when the location or orientation of the proposed structure is modified; • when there is a change of ownership. or • for application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which ma~ develop if they are not consulted after factors consid- ered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken. when they are taken. Data derived through sampling and sub- sequent laboratory testing are extrapolated by geo- technical engineers who then render an opinion about overall subsurface conditions. their likely reaction to proposed construction activity. and appropriate founda- tion design. Even under optimal circumstances actual conditions may differ from those inferred to exist. because no geotechnical engineer. no matter how qualified. and no subsurface exploration program. no matter how comprehensive. can reveal what is hidden by earth. rock and time. The actual interface between mate- rials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated. but steps can be taken to help minimize their impact. For this reason. most experienced owners retain their geotechnical consultants through the construction stage. to iden- tify variances. conduct additional tests which may be needed. and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly- changing natural forces. Because a geotechnical engi- neering report is based on conditions which existed at the time of subsurface exploration. construction decisions should not be based on a geotechnical engineering report whose adequac~ ma~ have been affected b~ time. Speak with the geo- technical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods. earthquakes or ground- water fluctuations may also affect subsurface conditions and. thus. the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events. and should be consulted to determine if additional tests are necessary. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor. or even some other consulting civil engineer. Unless indicated otherwise. this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose. or by the client for a different purpose. may result in problems. No indi- vidual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should appl~ this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report. 1b help avoid these problems. the geotechnical engineer should be retained to work with other appropriate design profes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engi- neers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are included in geotechnical engineering reports. These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings. because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem. it does nothing to minimize the possibility of contractors misinterpreting the logs during bid prepara- tion. When this occurs. delays. disputes and unantici- pated costs are the all-too-frequent result. To minimize the likelihood of boring log misinterpreta- tion. give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed un- der the mistaken impression that simply disclaiming re- sponsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion. it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against geotechnical consultants. 1b help prevent this problem. geotechnical engineers have developed model clauses for use in writ- ten transmittals. These are not exculpatory clauses designed to foist geotechnical engineers' liabilities onto someone else. Rather. they are definitive clauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action. Some of these definitive clauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them closely Your geo- technical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk. In addition. ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory. Published by A5iF 'THE ASSOCIAnON OF ENGINEERING FIRMS PRAcnCING IN THE GEOSCIENCES 8811 Colesville Road/Suite G 106/Silver Spring. Maryland 20910/(301) 565-2733 0788/3M Earth Consultants, Inc. Geotechnical Engineers. GeoIogists & Environmental Scientists Construction Testing & ICBO / WABO Inspection Services September 6, 2005 Ms. Sue Chan P. O. Box 2221 Renton, Washington 98056 Attention: Ms. Sue Chan Dear Ms. Chan: Established 1975 E-11997 Earth Consultants, Inc. (ECI) is pleased to submit our report titled "Geotechnical Engineering Study, Sue Chan Short Plat, 405 Southwest Langston Road and 31 9 Stevens Avenue Southwest, Renton, Washington". This report presents the results of our field exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study were outlined in our proposal PR-11997, dated July 28, 2005. Based on the results of our study, it is our opinion development of the site with a residential subdivision and related infrastructure is feasible from a geotechnical engineering standpoint. The proposed residences may be supported on conventional spread and continuous footing foundation systems bearing on competent native soil, competent bedrock, or structural fill. Slab-on-grade floors may be similarly supported. ECI should review the site grading plans once completed to reevaluate the recommendations provided in this report and to provide additional recommendations, as necessary. We appreciate this opportunity to have been of service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, ZOfLZ): Eric L. Woods Staff Geologist ELW/KMW/lap 1805136th Place N.E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739-6670 Other Locations Fife TABLE OF CONTENTS E-11997 PAGE INTRODUCTION................................................................................................ 1 General........................................................................................................ 1 Project Description........................................................................................ 2 Scope of Services......................................................................................... 2 SITE CONDITIONS............................................................................................. 3 Surface ........................................................................................................ 3 Subsurface. .... . .. . . . . .. ...... ....... .. . ................... ... . . . . .. . . . . . .. . .... . . .. . . . .... . . . . . .. ..... . .... . . .. 4 Soil Map Review ......................................................................................... 4 Geologic Map Review.................................................................................. 4 Subsurface Exploration ................................................................................ 4 Groundwater................................................................................................ 6 Laboratory Testing........................................................................................ 6 CRITICAL AREA CONSIDERATIONS .................................................................... 7 Review of City of Renton's Critical Areas Regulations ....................................... 7 Geologic Hazard Review................................................................................ 9 Steep Slopes .............................................................................................. 1 0 Erosion Hazard Areas................................................................................... 1 0 Landslide Hazard Areas................................................................................ 11 Seismic Hazard Areas.................................................................................. 1 2 Coal Mine Hazards ...................................................................................... 1 2 Construction Setbacks................................................................................. 1 2 DISCUSSION AND RECOMMENDATIONS ............................................................. 13 General ........................................................................................................ 13 Site Preparation and General Earthwork ........................................................... 1 3 Erosion Control and Stripping ................................................................... 1 3 Temporary Slopes ................................................................................... 14 Structural Fill ......................................................................................... 1 5 Rock Fill ................................................................................................ 1 5 Rock Rippability ...................................................................................... 1 6 Permanent Slopes ................................................................................... 1 6 Foundations ................................................................................................. 1 7 Slab-on-Grade Floors ..................................................................................... 1 8 Retaining Walls ............................................................................................. 1 8 Earth Consultants. Inc. TABLE OF CONTENTS, Continued E-11997 PAGE DISCUSSION AND RECOMMENDATIONS, Continued Seismic Design Considerations ....................................................................... 1 9 Ground Rupture ...................................................................................... 1 9 Liquefaction ........................................................................................... 20 Slope Failure .......................................................................................... 20 Ground Motion Response ......................................................................... 20 Site Drainage ................................................................................................ 21 LIMITATIONS .................................................................................................... 22 Additional Services ....................................................................................... 22 ILLUSTRATIONS Plate 1 Plate 2 Plate 3 APPENDICES Appendix A Plate A1 Plates A2 through A6 Appendix B Plate B1 Vicinity Map T est Pit Location Plan Typical Footing Subdrain Detail Field Exploration Legend T est Pit Logs Laboratory Test Results Grain Size Analyses Earth Consultants, Inc. General GEOTECHNICAL ENGINEERING STUDY SUE CHAN SHORT PLAT 405 SOUTHWEST LANGSTON ROAD AND 319 STEVENS AVENUE SOUTHWEST RENTON, WASHINGTON E-11997 INTRODUCTION This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the Sue Chan Short Plat located at 405 Southwest Langston Road and 319 Stevens Avenue Southwest in Renton, Washington. The general location of the site is shown on the "Vicinity Map", Plate 1. Project Description We understand it is planned to short plat the approximately 1-acre, irregularly shaped property into six, new single-family residence lots. A review of a preliminary site plan provided by the client indicates that four lots (Lots 1 through 4) will be located along the eastern property line, each with direct access to Stevens Avenue Southwest. A paved access road will extend west from Stevens A venue Southwest to provide access for the two lots (Lots 5 and 6) that will be located in the western portion of the property. Two, existing single-family residences and several outbuildings currently occupy the site. The existing single-family residences will be incorporated into the proposed development as Lots 1 and 4. The existing outbuildings will be removed. At the time our study was performed, the proposed lot configurations and our exploratory locations were approximately as shown on the "Test Pit Location Plan", Plate 2. We anticipate the proposed residences will be up to two stories in height and will be of relatively lightly loaded, wood-frame construction with a combination of slab-on-grade and wood joist floors. Based on our experience with similar projects, we anticipate wall loads will be in the range of 2 to 3 kips per lineal foot, and column loads will be in the range of 15 to 20 kips. We estimate slab-on-grade floor loads of 150 pounds per square foot (psf). Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 E-11997 Page 2 Based on the existing topographic relief, we estimate cuts and fills of 5 feet or less will be required to achieve proposed subgrade elevations for Lots 2 and 3, while Lots 5 and 6 will be benched into the existing slope with cuts of up to 10 feet. The conclusions and recommendations in this study are based on our understanding of the proposed development, which is in turn based on the project information provided us. If the above project description is incorrect, or the project information changes, we should be consulted to review the recommendations contained in this study and to make modifications, if needed. Scope of Services The purpose of this study was to explore the subsurface conditions at the site and, based on the conditions encountered, to develop geotechnical engineering recommendations for the proposed site development. Our scope of services included excavation of five test pits across the site, laboratory testing, and preparation of this report that specifically addresses: • Surface and subsurface soil and water conditions • Site preparation, grading and earthwork procedures, including stripping depth recommendations and details of structural fill placement and compaction • Suitability of existing on-site materials for use as structural fill and recommendations for imported fill materials • Seismic hazard analyses, including evaluation of potential liquefaction hazard • Short-term and long-term groundwater management and erosion control measures • Foundation design criteria • Estimates of anticipated settlement magnitudes • Temporary and permanent slope recommendations • Visual stability assessment Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 SITE CONDITIONS Surface E-11997 Page 3 The property is located at 405 Southwest Langston Road and 319 Stevens Avenue Southwest in Renton, Washington (see "Vicinity Map", Plate 1). The subject site is bordered to the north by Southwest Langston Road and single-family residences, to the west and south by single-family residences, and to the east by Stevens Avenue Southwest. The topography in the western portion of the site is comprised of an approximately 70 foot high, east-facing slope that descends from the western property line to a relatively level bench area along the eastern property line. The bench in the eastern portion of the site slopes southeast, descending approximately 1 5 feet from the northern property line to a topographic low near the southeast site corner. The slopes throughout the western portion of the site contain gradients generally in the range of 20 to 40 percent, with a localized area increasing to gradients of 40 to 45 percent in the north-central portion of the site near the northern property line. The 40 percent and greater slope area continues into the neighboring property to the north. The bench area occupying the eastern portion of the site descends southeast from the northern property line to the topographic low near the southeast site corner at gradients of less than 10 percent. The eastern portion of the site is primarily vegetated with grass, fruit trees, and decorative plants. The slope area in the western portion of the site is vegetated with blackberry brambles, thick mixed brush, and medium-diameter deciduous trees, with a stand of medium-to large-diameter pine trees occupying a portion of the steep slope area. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Subsurface E-11997 Page 4 Subsurface conditions were evaluated by reviewing United States Department of Agriculture (USDA) Soil Conservation Service (SCS) soil maps, reviewing geologic maps of the area, and excavating five test pits to a maximum depth of 17 feet below existing grade at the approximate locations shown on the "Test Pit Location Plan", Plate 2. The following subsections of this study provide a summary of the soil and bedrock conditions as described on the published maps and observed at our test pit locations. Soil Map Review Review of the King County Area Soil Survey, 1973, indicated the site is underlain by Beausite gravelly sandy loam, 6 to 15 percent slopes (Map Unit BeC). Beausite series soils on 6 to 1 5 percent slopes are characterized by medium surface runoff and a moderate erosion hazard. Geologic Map Review Review of the Geologic Map of King County, Washington (Booth, Haugerud, and Sacket, 2002) indicated the site is immediately underlain by outcrops of late to middle Eocene- aged bedrock of the Renton Formation (Map unit Epr). The Renton Formation is described as fine-to coarse-grained sandstone, with interbedded siltstone, claystone, and coal. The geologic units described on the geology map appear to generally be consistent with the bedrock conditions encountered at our exploration locations, which are described below. Subsurface Exploration Subsurface conditions were evaluated by excavating five test pits at the approximate locations shown on the "Test Pit Location Plan", Plate 2. The test pits were excavated to a maximum depth of 17 feet below existing grade. Please refer to the "Test Pit Logs", Plates A2 through A6, for a more detailed description of the conditions encountered at each location explored. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 E-11997 Page 5 At our test pit locations, we encountered a surficial layer of topsoil and sod. The topsoil ranged from 4 to 12 inches thick, and was characterized by its dark-brown to black color and organic content. At three of our test pit locations (Test Pits TP-1, TP-3 and TP-4), the topsoil and sod layer was underlain by a loose, surficial layer of silty sand (Unified 80il Classification 8M). The loose surficial soil extended to depths ranging from 1.5 to 3 feet below existing grade. At Test Pit TP-3, the loose surficial soil was underlain by medium dense sandy silt (ML) to a depth of 4.5 feet below existing grade. Underlying the surficial soils at the locations of Test Pits TP-1 and TP-4, the sandy silt at Test Pit TP-3, and the topsoil at Test Pit TP-2, weathered bedrock was encountered that appeared to be consistent with the Renton Formation as described on the referenced geologic map of the site. The bedrock was primarily comprised of sandstone, with localized siltstone and coal interbeds. The bedrock was generally medium dense to dense, weathered, and fractured to depths of 3 to 5 feet below grade before becoming very dense, less weathered, and less fractured. The sandstone bedrock continued to the maximum depth explored at Test Pits TP-1, TP-2, and TP-4. At Test Pit TP-3, the sandstone bedrock remained fractured to a depth of 8 feet and was underlain by bedrock comprised of dense, fractured coal with localized siltstone beds. The coal continued to the maximum depth of 16.5 feet below existing grade at T est Pit TP-3. Underlying the topsoil at Test Pit TP-5, a surficial layer of loose to medium dense silty sand (8M) was encountered. The surficial soil extended to a depth of 6.5 feet below existing grade and was underlain by medium dense to dense deposits of silt with varying amounts of sand (ML) and silty sand with varying amounts of gravel (8M). The silty sand and silt deposits, characterized by the presence of interbeds of sand, silt, and gravel, and localized coal fragments, continued to the maximum exploration depth of 17 feet below existing grade. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Groundwater E-11997 Page 6 Groundwater seepage was encountered at two of our test pit locations at depths ranging from 4.5 to 14 feet below existing grade. Iron oxide staining was encountered at each of our exploratory locations at varying depths. The groundwater seepage and iron oxide staining encountered at Test Pits TP-1 through TP-4 appear to be indicative of seasonal groundwater collecting within the fractured bedrock encountered at our exploratory locations. The groundwater seepage and iron oxide staining encountered at Test Pit TP-5 appear to be indicative of seasonal perched groundwater collecting above impermeable silt beds or within permeable sand and gravel lenses. The contractor should be made aware that groundwater levels are not static and the magnitude of flow may vary seasonally. There will be fluctuations in the level depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the water level is higher and seepage rate is greater in the wetter, winter months (typically October through May). Laboratory Testing Laboratory tests were conducted on representative soil samples to verify or modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soil encountered. Visual field classifications were supplemented by grain size analyses on representative soil samples. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided either at the appropriate sample depth on the individual test pit logs or on a separate data sheet contained in Appendix B. It is important to note that these test results may not accurately represent the overall in-situ soil conditions. Our geotechnical recommendations are based on our interpretation of these test results and their use in guiding our engineering judgment. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Standard Fee Schedule and General Conditions, the soil samples for this project will be discarded after a period of 1 5 days following completion of this report, unless we are otherwise directed in writing. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 CRITICAL AREA CONSIDERATIONS Review of City of Renton's Critical Areas Regulations E-11997 Page 7 The potential geologic hazards within the subject site as defined in the Renton Municipal Code (RMC), Section 4-3-050 "Critical Areas Regulations", were addressed as part of our study. The City of Renton identifies five different types of geologic hazards: steep slopes, erosion hazards, landslide hazards, seismic hazards, and coal mine hazards. The City's criteria for the various hazard areas are defined as follows: • Steep Slopes The boundaries of a regulated steep sensitive or protected slope are determined to be in the location identified on the City of Renton's Steep Slope Atlas. RMC 4-3-050B.4.b. As noted in RMC 4-3-050B.1 .c, the City's steep slope types are: Sensitive Slopes: gradients of 25 to 40 percent Protected Slopes: gradients steeper than 40 percent • Erosion Hazard Areas The City of Renton has two classifications of erosion hazard areas. Low Erosion Hazard (EL): Areas with soils characterized by the Natural Resource Conservation Service (formerly U.S. Soil Conservation Service) as having slight or moderate erosion potential, and that slope less than 15 percent. RMC 4-3- 050B.4.d.i. High Erosion Hazard (EH): Areas with soils characterized by the Natural Resource Conservation Service as having severe or very severe erosion potential, and that slope more steeply than 15 percent. RMC 4-3-050B.4.d.ii. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 • Landslide Hazard Areas E-11997 Page 8 There are four classifications for landslide hazard: low, medium, high, and very high. Low Landslide Hazard (LL): Areas with slopes less than 15 percent. RMC 4-3- 050B.4.c.i. Medium Landslide Hazard (LM): Areas with slopes between 1 5 percent and 40 percent and underlain by soils that consist largely of sand, gravel or glacial till. RMC 4-3-050B.4.c.ii. High Landslide Hazards (LH): Areas with slopes greater than 40 percent, and areas with slopes between 15 and 40 percent and underlain by soils consisting largely of silt and clay. RMC 4-3-050B.4.c.iii. Very High Landslide Hazards (L V): Areas of known mappable landslide deposits. RMC 4-3-050B.4.c.iv. • Seismic Hazards Seismic hazards are classified under the two following categories: Low Seismic Hazard (SL): Areas underlain by dense soils or bedrock. These soils generally have site coefficients of types S 1 or S2, as defined in the Uniform Building Code (UBC). RMC 4-3-050B.4.e.i. High Seismic Hazard (SH): Areas underlain by soft or loose, saturated soils. These soils generally have site coefficients of types S3 or S4, as defined in the UBC. RMC 4-3-050B.4.e.ii. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 • Coal Mine Hazards E-11997 Page 9 The City of Renton has three categories of coal mine hazards: low, medium, and high. Low Coal Mine Hazards (CL): Areas with no known mine workings and no predicted subsidence. While no mines are known in these areas, undocumented mining is known to have occurred. RMC 4-3-050B.4.f.i. Medium Coal Mine Hazards (CM): Areas where mine workings are deeper than two hundred (200) feet for steeply dipping seams, or deeper than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by subsidence. RMC 4-3-050B.4.f.ii. High Coal Mine Hazards (CH): Areas with abandoned and improperly sealed mine openings and areas underlain by mine workings shallower than two hundred (200) feet in depth of steeply dipping seams, or shallower than fifteen (15) times the thickness of the seam or workings for gently dipping seams. These areas may be affected by collapse or other subsidence. RMC 4-3- 050B.4.f.iii. Geologic Hazard Review The City of Renton requires that geotechnical studies be completed for proposed developments containing or adjacent to sensitive and protected slopes, medium, high, and very high landslide hazards, high erosion hazards, high seismic hazards, and medium or high coal mine hazards. RMC 4-3-050J.2. Based on our review, the slope in the western portion of the site appears to meet the City of Renton's criteria for sensitive and protected slopes, and for medium and high landslide hazards. The following sections of our study specifically address the steep slope, erosion, landslide, seismic, and coal mine hazard areas. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Steep Slopes E-11997 Page 10 The development area in the western portion of the property consists of an east-facing slope with gradients generally in the range of 20 to 40 percent, with a localized area increasing to gradients of 40 to 45 percent in the north-central portion of the site near the northern property line. As noted above, the City of Renton designates two classifications for slopes with gradients of 25 percent or more. These areas are defined as sensitive slopes (25 to 40 percent) and protected slopes (greater than 40 percent). Most of the steep slope area in the western portion of the property meets the criteria of a Sensitive Slope area. A portion of the slope in the north-central portion of the property meets the criteria of a Protected Slope area. No development is planned within the Protected Slope area. Erosion Hazard Areas The soils underlying the development area consist of Beausite gravelly sandy loam, 6 to 1 5 percent slopes (Map Unit BeC). This soil has a moderate erosion potential and meets the City of Renton's classification of a Low Erosion Hazard (RMC 4-3-050B.4.d.i). Our test pits indicate the surficial soils that mantle the slopes throughout the western portion of the property consist of fine-grained silty sand. This soil is susceptible to erosion due to sheet flow. Sheet flow is the downslope movement of shallow water flowing over a large surface area. Due to the gradient of the slopes occupying the western portion of the site, in our opinion, erosion in the western portion of the proposed development area will need to be controlled using best management practices. The erosion control plan should include measures for reducing concentrated surface runoff and protecting disturbed or exposed surfaces by mulching and revegetation. The temporary erosion and sedimentation control plan should include the following: • Where practical, maintain vegetation buffers around cleared areas. • Cover exposed soil stockpiles. • Hydroseed or place straw mulch in areas where grading is complete. • Divert water away from the top of slopes. • Use silt fences and straw bales around the lower portions of the site perimeter. • Coordinate clearing, excavation and erosion control to reduce exposed areas. The erosion control measures should be reviewed on a regular basis to verify they are functioning as intended. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Landslide Hazard Areas E-11997 Page 11 The slopes occupying the western portion of the property have gradients generally in the range of 20 to 40 percent, and meet the City of Renton's landslide hazard classification for a Medium Landslide Hazard (RMC 4-3-050B.4.c.ii). A localized area of the slope in the north-central portion of the site near the northern property line contains gradients of 40 to 45 percent and meets the City of Renton's landslide hazard classification for a High Landslide Hazard (RMC 4-3-050B.4.c.iii). As part of our field exploration, we traversed portions of the slope area to observe indications of past instability and potential future instability. During our reconnaissance, we did not observe any indications of shallow debris flow failures or signs of deep-seated or global instability. However, based on our experience with similar projects, the loose to medium dense granular surficial soils that underlie the site are susceptible to erosion and shallow debris flows if surface and subsurface groundwater are not controlled during and after construction. Debris flow failures are relatively common on the steep slopes comprising the perimeters of the glacial drift uplands in the Puget Sound Basin. When the loose, surficial soils become saturated during periods of heavy precipitation, irrigation, or by uncontrolled surface water, they can fail along a contact with underlying soils with a lower permeability. These failures typically involve the upper 3 to 4 feet of the slope face and will comprise several tens of cubic yards of soil and vegetation. The result of these shallow failures is the slow inland migration of the top of slope and the deposition of a fan of colluvium at the toe of the slope. During our reconnaissance, we also observed that several of the trees growing on the slope have curved trunks. The curvature is consistent with deformation initiated by shallow creep of surficial soils, which is a normal slope process. The observed creep is likely occurring within a 2-to 4-foot thick zone of loose, surficial material. The curvature observed is not indicative of deep-seated instability. In our opinion, the observed creep should not be affected by future development, nor should the gradual creep adversely impact the proposed development provided site drainage is controlled and appropriate building setbacks are established. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Seismic Hazards E-11997 Page 12 The soils encountered at our test pit locations primarily consist of silty sand with varying amounts of gravel, sandy silt, and silt with varying amounts of sand, range from loose to dense, and do not contain an established groundwater table. In addition, the slopes occupying the western portion of the site are underlain by dense to very dense bedrock. In our opinion, the soils and bedrock underlying the site would not be susceptible to liquefaction. In accordance with the City of Renton's classification system, the site meets the criteria for a Low Seismic Hazard (RMC 4-3-050B.4.e.i). An additional discussion of the seismic hazards is provided in the following the "Seismic Design Considerations" section of this study. Coal Mine Hazards Portions of Renton contain abandoned coal mines that can adversely impact a site. As part of our study, we reviewed information in our library and files and reviewed Department of Natural Resources (DNR) coal mine records for information pertaining to historic coal mining operations in the vicinity of the site. During our field exploration, we did not observe any surface or subsurface indications of coal mining activity, such as mine tailing piles, abandoned mine openings, or abandoned mining equipment, all of which are typically found near coal mine operations. As part of our study, we also reviewed the Washington State Coal Mine Map Collection: "A Catalog", "Index", and "Users Guide", Open File Report 94-7, prepared by the Washington Division of Geology and Earth Resources, dated June 1994. Based on the results of our file review, in our opinion, the site is not underlain by coal mine workings and has a "Low Coal Mine Hazard" designation (RMC 4-3-050B.4.f.ii). Construction Setbacks The building setback should be based on physical slope characteristics (such as slope height, slope inclination, soil type, surface water drainage, and hydrology) along with the intended life of the structure. Based on the results of our reconnaissance, exploration, and engineering analyses, a minimum building setback of 10 feet from the 40 percent or greater slopes in the north-central portion of the site should be maintained. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 DISCUSSION AND RECOMMENDATIONS General E-11997 Page 13 Based on the results of our study, in our OpiniOn, the proposed residences may be supported on conventional spread and continuous footing foundation systems bearing on competent native soils, competent bedrock, or on structural fill. Slab-on-grade floors may be similarly supported. The site is underlain by up to 3 feet of loose native granular soils, with a localized area of loose to medium dense soil that extended to a depth of 6.5 feet below existing grade. If loose native soil is encountered at construction subgrade elevation, it should either be compacted in-place to the requirements of structural fill, or it should be overexcavated and replaced with structural fill. This report has been prepared for specific application to this project only, and in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area, for the exclusive use of Ms. Sue Chan and her representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Site Preparation and General Earthwork Based on our understanding of the proposed development plan, site earthwork will likely consist of installing erosion control measures, stripping the site, cutting and filling the site to provide building pad grades, installing underground utilities, and constructing single- family residences on the lots. Erosion Control and Stripping Prior to removal of the vegetation, the clearing limits should be flagged. Silt fence should be installed downslope of the proposed grading areas and construction fence should be installed at the top of any proposed cut slopes. We recommend that, once the site clearing limits are flagged, ECI should be contacted to walk the site with the contractor to provide additional geotechnical and erosion control recommendations. Earth consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 E-11997 Page 14 After the site is logged and grubbed, the proposed grading areas of the site should be stripped and cleared of surface vegetation, organic matter, and other deleterious material. Existing utility pipes to be abandoned should be plugged or removed so they do not provide a conduit for water and cause soil saturation and instability. The sod and topsoil layer encountered in our test pits was generally on the order of 4 to 12 inches thick. The sod and topsoil should be stripped and removed from the site, or it may be stockpiled on site to be used in landscaping areas. The stripped materials should not be mixed with materials to be used as structural fill. During construction, the site must be graded such that surface water is collected and tightlined to an appropriate drainage facility. Water must not be allowed to stand in fill areas or where buildings, slabs, or pavements are to be constructed. Loose surfaces should be sealed by compacting the surface to reduce the potential for moisture infiltration into the soils. Temporary Slopes The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. In no case should excavation slopes be greater than the limits specified in local, state (WISHA), and federal (OSHA) safety regulations. Based on the information obtained from our field exploration and laboratory testing, the loose to medium dense native soil and the weathered bedrock encountered in our test pit excavations would be classified as Type C by OSHA/WISHA. Temporary cuts greater than 4 feet in height in Type C soils may be sloped to a maximum inclination of 1.5H:1V (Horizontal:Vertical). The underlying unweathered, unfractured bedrock encountered at Test Pits TP-1, TP-2, and TP-4 would be classified as Type A by OSHA/WISHA. Temporary cuts greater than 4 feet in height in Type A soils may be sloped to a maximum inclination of O.75H:1V. The actual slope inclinations can be addressed by an ECI representative at the time of construction. If slopes of this inclination or flatter cannot be constructed, temporary shoring may be necessary. If temporary shoring is required, we will be available to provide shoring design criteria. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Structural Fill E-11997 Page 15 Structural fill is defined as compacted fill placed under buildings, roadways, floor slabs, pavements, or other load-bearing areas, or on slopes. Structural fill should be placed in horizontal lifts not exceeding 1 2 inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density determined in accordance with ASTM Test Designation 0-1557 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. Based on the results of our laboratory tests, the on-site soils at the time of our exploration appeared to be near to above their optimum moisture content, indicating some soils may require moisture conditioning prior to their use as structural fill. In addition, based on laboratory testing and field observation, the site soils have between 28 to greater than 50 percent fines passing the No. 200 sieve. Soil with fines in excess of approximately 5 percent will degrade if exposed to excessive moisture, and compaction and grading will be difficult if the soil moisture increases significantly above its optimum level. If the site soils are exposed to excessive moisture and cannot be adequately compacted, then it may be necessary to import a soil that can be compacted. During dry weather, any non-organic compactable soil with a maximum grain size of 4 inches can be used. Fill for use during wet weather should consist of a fairly well-graded granular material having a maximum grain size of 4 inches and no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4-inch fraction. Rock Fill As previously discussed, portions of the site are underlain by bedrock at relatively shallow depths. Therefore, we anticipate rock may need to be used as structural fill. Where rock is used as structural fill, it should be placed in 12-inch thick lifts that are track-walked to a non-yielding condition. If soil fill is placed over a rock fill, a layer of filter fabric, such as Mirafi 140N or an approved equivalent, should be placed at the soil/rock fill contact. This will keep the fines from migrating into voids between the rocks and resulting in settlement. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Rock Rippability E-11997 Page 16 Bedrock was encountered in Test Pits TP-1 through TP-4 at 1 to 4.5 feet below existing grade. The bedrock was weathered and fractured to depths ranging from 2.5 to greater than 16.5 below grade and was excavated with a Caterpillar 312 excavator with little difficulty. In Test Pits TP-1, TP-2, and TP-4, at depths of 2.5 to 5 feet, the bedrock became more intact, and the excavator was only able to groove the surface of the rock. Refusal on very dense bedrock was encountered at 7 to 7.5 feet at Test Pits TP-1, TP- 2, and TP-4. Based on our experience with similar conditions, unrippable bedrock could be encountered in site excavations. In our opinion, if cuts of greater than 10 to 12 feet below existing grade are planned for proposed Lot 6 in the western half of the site, it may be prudent to conduct additional subsurface exploration to further evaluate the rippability of the bedrock. The rippability of the rock can be further assessed by attempting to excavate the rock with a larger excavator with ripping teeth or by conducting a seismic refraction survey. The additional test pits or seismic surveys can be limited to those areas where deep cuts or utility excavations are planned. Permanent Slopes Permanent cut and fill slopes should be inclined no steeper than 2H: 1 V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Fill slope construction should also be observed under the full time observation of an ECI representative to test structural fill soils. Supplementary recommendations can be developed, if needed, to improve stability, including flattening of slopes, placing erosion control fabrics, or installing of surface or subsurface drains. Permanently exposed slopes should be hydroseeded with an appropriate species of vegetation to reduce erosion and improve stability for the surficial layer of soil immediately after construction. In the summer months, it may be necessary to water the slopes to maintain the hydroseed germination. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Foundations E-11997 Page 17 Based on the results of our study, in our OpIniOn, the proposed residences may be supported on conventional spread and continuous footing foundation systems bearing on competent native soil, competent bedrock, or granular structural fill used to modify site grades. The site is underlain by up to 3 feet of loose native granular soils, with a localized area of loose to medium densesoil that extends to a depth of 6.5 feet below existing grade. If loose native soil is encountered at footing subgrade elevation, it should either be compacted in-place to the requirements of structural fill or it should be overexcavated and replaced with structural fill. Exterior foundation elements should be placed at a minimum depth of 18 inches below final exterior grade. Interior spread foundations should be placed at a minimum depth of 12 inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of 18 inches. Continuous and individual spread footings should have minimum widths in accordance with local building codes. With foundation support obtained as described, for design, an allowable soil bearing capacity of 2500 psf may be used for the competent native soil, bedrock, or structural fill. Loading of this magnitude would be provided with a theoretical factor-of-safety in excess of 3.0 against shear failure. For short-term dynamic loading conditions, a 1/3 increase in the above allowable bearing capacity may be used. With structural loading as expected and provided the above design criteria is followed, total settlement in the range of 1 inch is anticipated with differential settlement of approximately 0.5 inch. Most of the anticipated settlements should occur during construction as dead loads are applied. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 E-11997 Page 18 Horizontal loads can be resisted by friction between the base of the foundation and the supporting soil, and by passive soil pressure acting on the face of the buried portion of the foundation. For the latter, the foundation must be poured "neat" against the competent native soils or backfilled with structural fill. For frictional capacity, a coefficient of 0.35 should be used. For passive earth pressure, the available resistance should be computed using an equivalent fluid pressure of 250 pounds per cubic foot (pcf). These lateral resistance values are allowable values, and a factor-of-safety of 1.5 has been included. As movement of the foundation element is required to mobilize full passive resistance, the passive resistance should be neglected if such movement is not acceptable. Footing excavations should be observed by a representative of Eel prior to placing forms or rebar to verify that conditions are as anticipated in this report. Slab-on-Grade Floors Slab-on-grade floors should be supported on competent native soil, competent bedrock, or on granular structural fill. Disturbed subgrade soil must either be recompacted or replaced with structural fill. Slabs placed on structural fill or on the native soils should be provided with a capillary break consisting of a minimum of 4 inches of free-draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier, such as a 6-mil plastic membrane, should be placed beneath the slab. Retaining Walls Based on site topography and review of the preliminary site plan provided by the client, we anticipate the proposed structures that will be constructed on Lots 5 and 6 will be benched into site slopes. The recommendations contained in this section pertain to freestanding retaining walls and retaining walls incorporated into buildings. Retaining walls should be designed to support the lateral loads imparted by the retained soils and applicable surcharges. Walls that are designed to yield can be designed to resist the lateral earth pressures imposed by an equivalent fluid with a unit weight of 35 pcf. If walls are to be restrained at the top from free movement, the equivalent fluid weight should be increased to 50 pcf. These values are based on horizontal backfill conditions. Earth Consultants. Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 E-11997 Page 19 Surcharges due to backfill slopes, hydrostatic pressures, traffic, structural loads, or other surcharge loads are assumed to not act on the wall. If such surcharges are to apply, they should be added to the above design lateral pressure. The passive pressure, allowable bearing capacity, and friction coefficient previously provided in the "Foundations" section of this report are applicable to the retaining wall design. To reduce the potential for hydrostatic pressures to build up behind the retaining walls, the retaining walls and the below grade portion of the foundation walls should be backfilled with a free-draining material, such as pea gravel or washed rock, extending at least 18 inches behind the wall. The remainder of the backfill should consist of structural fill. A rigid, schedule 40, perforated PVC or SDR 35 drainpipe should be placed at the base of the wall and should be surrounded by a minimum of 1 cubic foot per lineal foot of pea gravel or washed rock. The pipe should be placed with the perforations in the down position. Seismic Design Considerations Earthquakes occur in the Puget Lowland with regularity; however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area, the 1965, 6.5 magnitude earthquake in the Midway area, and the 2001, 6.8 magnitude earthquake in the Nisqually area. There are four potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction, slope failure, and ground motion response. Ground Rupture The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from 30 to 55 miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion that the risk of ground rupture at this site during a strong-motion seismic event is negligible. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Liquefaction E-11997 Page 20 liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain-to-grain contact and rapid increase in pore water pressure, causing the soil to behave as a fluid. To have a potential for liquefaction, a soil must be cohesion less with a grain size distribution of a specified range (generally sand and silt), it must be loose, it must be below the groundwater table, and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and/or differential settlement for structures founded in the liquefying soils. In our opinion, based on the absence of a shallow groundwater table, the potential for widespread liquefaction-induced settlement of the native soil and bedrock at this site is low to negligible. Slope Failure The steep slope areas located in the western portion of the site may be susceptible to surficial slope failure during a strong seismic event. However, in our opinion, the recommended construction buffer should adequately protect the structures, provided surface water and shallow groundwater are controlled and directed away from the slopes, and the vegetation on the slope is maintained. Ground Motion Response The 2003 International Building Code (lBC) Earthquake Regulations contain a static force procedure and a dynamic force procedure for design-base shear calculations. Based on the encountered soil conditions, it is our opinion "Site Class C, Very Dense Soil or Soft Rock" from Table 1615.1.1 of the IBC, should be used to characterize the site soils. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 Site Drainage E-11997 Page 21 Groundwater seepage was encountered at two of our test pit locations at depths ranging from 4.5 to 14 feet below existing grade. Iron oxide staining was encountered at each of our exploratory locations at varying depths. The groundwater seepage and iron oxide staining encountered at Test Pits TP-1 through TP-4 appear to be indicative of seasonal groundwater collecting within the fractured bedrock encountered at our exploratory locations. The groundwater seepage and iron oxide staining encountered at Test Pit TP-5 appear to be indicative of seasonal perched groundwater collecting above impermeable silt beds or within permeable sand and gravel lenses. If seepage is encountered, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge. Depending on the magnitude of such seepage, it may also be necessary to connect the sump pits by a system of connector trenches. Final site grades must allow for drainage away from the residence foundations and the descending slopes. The ground should be sloped at a gradient of 3 percent for a distance of at least 10 feet away from the residences. Footing drains should be installed around the perimeter of the residences, at or just below the invert of the footing, with a gradient sufficient to initiate flow. A typical detail is provided on the "Typical Footing Subgrade Detail", Plate 3. Under no circumstances should roof downspout drain lines be connected to the footing drain system. Roof downspouts must be separately tightlined to discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline systems. Outfall from roof downspouts and footing drains should not be allowed to flow over the top of descending slopes. Earth Consultants, Inc. GEOTECHNICAL ENGINEERING STUDY Ms. Sue Chan September 6, 2005 LIMITATIONS E-11997 Page 22 Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses, the design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based on the data obtained from the test pits. Soil and groundwater conditions between test pits may vary from those encountered. The nature and extent of variations between our exploratory locations may not become evident until construction. If variations do appear, Eel should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with the construction. Additional Services As the geotechnical engineer of record, Eel should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. Eel should also be retained to provide geotechnical services during construction. This is to observe compliance with the design concepts, specifications, or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. Earth Consultants, Inc. Reference: King County Map 656 By Thomas Brothers Maps Dated 2005 A NORTH DRWN. DNM CHKD. ELW Earth Consultants, Inc. Geotechnical Engineering. Geology. Environmental Sciences Construction Testing & ICBO / WABO Inspection Services VICINITY MAP SUE CHAN SHORT PLAT RENTON, WASHINGTON PROJ. NO. 11997 DATE 8/28/05 PLATE 1 TP-11 -.-I ~ -I I.....: LEGEND Approximate location of ECI Test Pit, Project No. E-11997, August 2005 Subject site A NORTH o 40 APPROXIMATE SCALE IN FEET REFERENCE: CRONES & ASSOCIATES LAND SURVEYORS, FEBRUARY 1999 DRWN. DNM CHKD. ELW Earth Consultants, Inc. Geotechnical Engineering. Geology. Environmental Sciences Construction Testing & ICBO I WABO Inspection Services TEST PIT LOCATION PLAN SUE CHAN SHORT PLAT RENTON, WASHINGTON PROJ. NO. 11997 DATE 8/28/05 PLATE 2 o 2 INCH MIN. 4 INCH MAX. LEGEND Surface seal; native soil or other low permeability material Washed rock or pea gravel Drain pipe; perforated or slotted rigid Schedule 40 PVC or SDR 35 pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. 12 INCH MIN. z ~ I () Z <X> 2 INCH MIN. SCHEMATIC ONLY -NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth Consultants, Inc. Geotechnical Engineering, Geology, Environmental Sciences Construction Testing & ICBO/WABO Inspection Services TYPICAL FOOTING SUBDRAIN DETAIL SUE CHAN SHORT PLAT RENTON, WASHINGTON DRWN. DNM PROJ. NO. 11997 CHKD. ELW DATE 8/29/05 PLATE 3 I ;"1 Pi pi H' N ' 0 ' \ I )( I I I ;", I I \ I I APPENDIX A FIELD EXPLORATION E-11997 Our field exploration was performed on August 12, 2005. Subsurface conditions at the site were explored by excavating five test pits to a maximum depth of 17 feet below existing grade. The test pits were excavated by Northwest Excavating using a Caterpillar 31 2 tracked excavator. The approximate test pit locations were determined by pacing from site features depicted on a preliminary site plan provided by the client. The elevations were estimated based on topographic lines depicted on the site plan. The locations and elevations of the test pits should be considered accurate only to the degree implied by the method used. These approximate locations are shown on the "Test Pit Location Plan", Plate 2. The field exploration was continuously monitored by a geologist from our firm who classified the soils encountered, maintained a log of each test pit, obtained representative samples, measured groundwater levels, and observed pertinent site features. The samples were visually classified in accordance with the Unified Soil Classification System, which is presented on the "Legend", Plate A 1. Representative soil samples were placed in closed containers and returned to our laboratory for further examination and testing. Logs of the test pits are presented on Plates A2 through A6. The final logs represent our interpretations of the field logs and the results of our laboratory examination and testing. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Earth Consultants, Inc. MAJOR DIVISIONS GRAPH LEDER TYPICAL DESCRIPTION SYMBOL Well-graded gravels, gravel-sand mixtures, Clean gravels gw little or no fines Gravel and (little or no fines) gravelly soils Poorly-graded gravels, gravel-sand gp mixtures, little or no fines More than 50% coarse fraction Gravels with fines gm Silty gravels, gravel-sand-silt mixtures Coarse-grained soils retained on NO.4 (appreciable amount Sieve of fines) Clayey gravels, gravel-sand-clay mixtures ge Well-graded sands, gravelly sands, little or no More than 50"ib Sand and sandy Clean sand sw fines material larger than soils (little or no fines) Poorly-graded sands, gravelly sands, little or no No. 200 sieve size sp fines More than 50% coarse fraction Silty sands, sand-silt mixtures passing No.4 Sands with fines sm Sieve (appreciable amount SC of fines) se Clayey sands, sand-clay mixtures ML Inorganic silts and very fine sands, rock flour, ml silty-clayey fine sands, clayey silts with slight plasticity Silts Liquid limit Inorganic clays of low to medium plasticity, gravelly and clays less than 50 el clays, sandy clays, silty clays, lean clays Fine-grained soils Organic silts and organic silty clays of low plasticity More than 50% Inorganic silts, micaceous or diatomaceous fine material smaller than sand or silty soils No. 200 sieve size Silts Liquid limit and clays greater than 50 eh Inorganic clays of high plasticity, fat clays Organic clays of medium to high plasticity, oh organic silts Highly organic soils l1!i l1!i l1!i PT Peat, humus, swamp soils with high organic ~ ~ pt contents Topsoil '" '" ~ Humus and duff layer '" '" Fill IX Highly variable constituents The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. Dual symbols are used to indicate borderline soil classification. C TORVANE READING, tsf I 2" O.D. SPLIT SPOON SAMPLER qu PENETROMETER READING, tsf W MOISTURE, % dry weight ]I 2.4" I.D. RING OR SHELBY TUBE SAMPLER P SAMPLER PUSHED t * SAMPLE NOT RECOVERED WATER OBSERVATION WELL pet DRY DENSITY, lb. per cubic ft. LL LIQUID LIMIT, % "Sl DEPTH OF ENCOUNTERED GROUNDWATER DURING PI PLASTIC INDEX EXCAVATION .Y SUBSEQUENT GROUNDWATER LEVEL WITH DATE Earth Consultants, Inc. Geotechnical Engineers. Geologists & Environmental Scientists LEGEND A1 Test Pit Log Project Name: Sue Chan Short Plat Job No. I Logged by: 11997 ELW Excavation Contractor: Northwest Excavating Notes: C.) :g £j ~ General W :c: Co • Co Co E <II u:: E Notes (%) ~ >-o III (!) (/) (/) • - 1 f-- r-- 6.2 2 f-- r-- 3 r-- 11.6 41-- r-- 9.7 51-- r-- 6r-- .' I-- 9.5 7r-- ~ (/)0 u.c (/) E :J>-(/) SM I Date: 8/12/05 Test Pit No.: TP-1 of 1 Approx. Ground Surface Elevation: 191 ' Surface Conditions: Depth of topsoil and sod: 6"; Blackberry brambles Brown silty fine SAND, loose, moist -contains occasional gravel -contains roots, 30.2% fines RENTON FORMATION (Epr): Tan SANDSTONE, weathered, medium dense, moist -iron oxide staining -becomes dense, less weathered -becomes very dense -refusal on bedrock at 7.5' Test Pit terminated at 7.5 feet below existing grade. No groundwater was encountered during excavation. Test Pits excavated by Northwest Excavating using a 312 Cat tracked excavator. Elevations estimated from topographic lines depicted on a preliminary site plan provided by the client. Earth Consultants, Inc. Test Pit Log Sue Chan Short Plat Geotechnical Engineers. Geologists & Environmental Scientists Renton, Washington ~ Proj. No. 11997 J Own. ELW J Date August 2005 Checked ELW Date 8/23/05 I Plate A2 Su~~U/:tace represent our UUO." ~ClUV-';~ ~t thE! time an~. o~~on o!.t!lis :""""~' ClLVt( ~ole. 1 1 '~:':~. by b:'l:I" ,.,." "'~ tests, ~~~~~Y!>~ and judgl!1ent. T~ey are not necessa.rily representative or other times and locations. We cannot accept 1 ""'t'V' '''''UI'''Y for the use or ""'''' tJI .,\QUVI, by others of Information presented on thiS Jog. 10 Q 0> ~ "" Is (!) ~ ~ Test Pit Log Project Name: Sue Chan Short Plat Job No. I Logged by: 11997 ELW Excavation Contractor: Northwest Excavating Notes: General Notes W (%) 5.8 7.1 0-.-0 .coO Q.E I!! >-C)en 8.0 ~ .c ~ a. . Q. Q) it E o 11! en t-- 1 t-- 21-- t-- 31-- t-- 4- - 5- - 6- - 7 eno uoO en E ::l >-en TPSL I D~;~2/05 Test Pit No.: TP-2 of 1 Approx. Ground Surface Elevation: 170' Surface Conditions: Depth of topsoil and sod: 12"; Mixed brush Black TOPSOIL RENTON FORMATION (Epr) Tan SANDSTONE, weathered, fractured, medium dense to dense, moist -localized iron oxide staining -becomes dense, less weathered -becomes very dense -contains very thin siltstone lens -localized iron oxide staining, fractured in areas -iron oxide staining along beds, refusal on bedrock at 7' Test Pit terminated at 7.0 feet below grade. No groundwater was encountered during excavation. ~~--------~--~----~~--~----~------------~------------------------------------------~ ~ rth C It t Test Pit Log 9 Ea onsu an S, Inc. Sue Chan Short Plat ~ Geotechnical Engineers. Geologists & Environmental Sclenllsts Renton, Washington ~~------------~~-------------r--------------~--------------'----------------'----------~ ~ I I ~ Proj. No. 11997 Own. ELW Date August 2005 Checked ELW Date 8/23/05 Plate A3 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by engineering tests, analysIs and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Test Pit Log Project Name: Sue Chan Short Plat Job No. 11997 Logged by: ELW Excavation Contractor: Northwest .... vt~!:I\I!:ITlr'n Notes: General Notes W (%) 7.9 19.1 27.0 23.2 57.9 12.6 16.8 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ene u.o en E -::Jin Date: 8/12/05 Test Pit No.: TP-3 Sheet 1 of 1 Approx. Ground Surface Elevation: 153' Surface Conditions: Depth of topsoil and sod: 9"; Blackberry brambles SM Brown silty SAND, loose to medium dense, moist -contains gravel ML Mottled tan sandy SILT, medium dense, moist -trace gravel, iron oxide staining RENTON FORMATION (Epr): Tan SANDSTONE, weathered, fractured, dense, moist -contains coal lens, becomes moist to wet RENTON FORMATION (Epr): Black COAL, fractured, dense, wet -contains gray, west-dipping siltstone beds -contains moisture along fractures -light groundwater seepage at 14' Test Pit terminated at 16.5 feet below existin28rade. Light groundwater seepage was encountered at 1 . feet during excavation. Earth Consultants, Inc. Test Pit Log Sue Chan Short Plat Renton, Washington Geotechnical Engineers. Geologists & Environmental Scientists Own. ELW Date August 2005 Checked ELW conditions depicted represent our observations at the time and location of this exploratory modified by engineering analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. Test Pit Log Project Name: Sue Chan Short Plat Job No. I Logged by: 11997 ELW Excavation Contractor: Northwest Excavating Notes: (.)-£j ~ W .-0 General -C.o. c. . c. Notes C.E CD LL E (%) ~ >. o co (!)(/) (/) 7.0 I t-- 1- 2 - -.. 3 - - 4 - - 5 - '- 12.6 6 ,-- I--- 14.4 7 t-- ~ (/)0 0.0. (/) E '=:J{f; I Date: 8/12/05 Test Pit No.: IP-4 of 1 Approx. Ground Surface Elevation: 154' Surface Conditions: Depth of topsoil and sod: 8"; Blackberry brambles, mixed brush SM Brown silty SAND, loose, moist RENTON FORMATION (Epr): Tan SANDSTONE, weathered, fractured, medium dense, moist -iron oxide staining -becomes dense, less weathered -becomes very dense -refusal on bedrock at 7.5' Test Pit terminated at 7.5 feet below existing grade. No groundwater was encountered during excavation. ~ Earth Consultants. Inc. Test Pit Log Sue Chan Short Plat Renton, Washington ~ Geotechnical Engineers. Geologists & Environmental Scientists ~ Proj. No. 11997 I Own. ELW I Date August 2005 Checked ELW Date 8/23/05 l Plate A5 Subsurface ...... , "'.,uv, '" depicted represent our observations at the time and location of this exploratory hole, "'~~,,~ by b: 'loi" '''''''''~ t~sts.~n~lyS!s and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for use or "".,,~. Q~WW' by others of information presented on this log. Test Pit Log Project Name: Sue Chan Short Plat Sheet 1 of 1 Job No. 11997 Logged by: Date: 8/12/05 Test Pit No.: ELW Excavation Contractor: Northwest Excavati Notes: General Notes W (%) 20.3 26.5 33.6 21.9 21.9 17.3 18.7 16.2 () :8 ~ E ~ >. (!) 00 £; CD Q. a....: E CDIJ.. 0 III 00 2 3 4 5 6 7 8 000 u.o 00 E =:J{fi SM ML Approx. Ground Surface Elevation: 136' Surface Conditions: Depth of topsoil and sod: 4"; Blackberry brambles Brown silty SAND, loose to medium dense, wet -becomes tan, mottled -moderate caving -becomes saturated -28.0% fines -light groundwater seepage at 4.5' -contains coal fragments Gray SILT, medium dense, moist -thinnly bedded, contains coal fragments -contains thin sand interbeds 9~~----~------------------------------------------------------~ SM Reddish brown silty SAND, dense, moist 10 -trace gravel, localized sand lenses, localized iron oxide staining -moisture within sand lenses 11 ~~----~--------------------------~--------------------------~ SM Gray silty SAND with gravel, medium dense, wet 12 -contains sand and fine gravel interbeds 13 14 15 contains coal ments 17~~----~~~~~~~~~~~~~~~--~~----~~~~---------4 Test Pit terminated at 17.0 feet below existing grade. Light groundwater seepage was encountered at 4.5 feet during excavation. Earth Consultants, Inc. Test Pit Log Sue Chan Short Plat Renton, Washington Geotechnical Engineers. Geologists & EnvlrolUnentai Scientists Proj. No. 11997 Plate A6 our exploratory by engineering tests. analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of information presented on this log. ---;-- A P P E N o I X B APPENDIX B LABORATORY TEST RESULTS E-11997 Earth Consultants, Inc. Particle Size Distribution Report .5 .5 .5 .5 .5 .5 .5 I:! .5 0 0 8 0 CD .., N A ~ ~ ~ ~ ;; i ~ Ii t i i ~ 100 ~ ~' ...,; ~ : I"-~ 90 r-0Io 'r \ -.000. ""~ \. 80 <N\ 70 a:: ~ ~l w 60 Z & u:: I-50 z \\ w () a:: 40 W " Q. 30 20 10 0 200 100 10 1 0.1 0.01 0.001 GRAIN SIZE -mm % COBBLES % GRAVEL % SAND % SILT % CLAY USCS AASHTO PL LL 0 8.5 6l.3 30.2 SM 0 5.2 66.8 28.0 SM SIEVE PERCENT FINER SIEVE PERCENT FINER SOIL DESCRIPTION inches 0 0 number 0 0 o TP-l: 2' -SM size size Brown silty Sand; 6.2% Moisture 1.5 100.0 100.0 #4 91.5 94.8 3/4 100.0 100.0 #8 89.2 94.3 o TP-5: 3.5' -SM 3/8 96.7 94.9 #16 87.2 93.4 Brown silty Sand; 26.5% Moisture #30 85.2 91.9 #50 78.0 87.6 #100 47.2 54.6 #200 30.2 28.0 >< GRAIN SIZE REMARKS: D60 0.198 0.169 o FfJ/JLC D3Q 0.0793 D10 o FTJ/JLC >< COEFFICIENTS Cc Cu o Source: Sample No.: TP-l Elev.lDepth: 2' o Source: Sample No.: TP-5 Elev.lDepth: 3.5' EARTH Client: Ms. Sue Chan Project: Sue Chan Short Plat, Renton CONSULTANTS, INC. PrQject No.: E-11997 Plate Bl 6 Copies DISTRIBUTION E-11997 Ms. Sue Chan P.O. Box 2221 Renton, Washington 98056 Earth Consultants, Inc. • Geotechnical Engineering • Earthwork Observation & Testing Services • Geological Services • Laboratory Testing: Construction Materials Engineering & Inspection • Environmental Services Earth Consultants, Inc., a subsidiary of U.S. Laboratories, Inc., is a consulting geotechnical, environmental, and materials engineering firm specializing in providing high quality services, which are economical and responsive. Our multidisciplined approach includes a broad base of services which include: U1 t: c::r--. ...- p CITY Of RENTON A PORTION OF ~~_1/4, §'tLl/4, SEC. 1~_ '\"lIP '?§..N .. SHORT PLAT NO. LUA-__ -___ SHPL KING COUNTY, WASHINGTON CITY or R~NroN I.AND usr ACT/ON NO. LUA- CIT( 0' RENTON LANO R£CO/W NO. V//)-__ -___ _ ;:2-D 0 ~ O~CD '1 0 C;6{7 -.-.-/~''''I Po dOL, .'1.01' ~;"~i-~ IQrJWJ t;ONC. PC ilOtI, {' .. 140 rouHDCIINC._/' 1It~1It~/'ItI !NtMU1t1f. ,tI.\) .,.-.. t:.ut W/DO.<S$ '111 -t---j ;"$'IP¥ INIJ .. "OCR. '0Ali .. 7 ... ·00 ., ........ ""''2, ~ ~ _ _ __ _ !!B·IS).' I -----. -:;~:,:~ : ~ ~ Il~Hrl? SW LANGSTON R.P!E __ ~ : "L"!) ( -+-T ---T -1IW T ----....\ -;;1;'-: \ l ;, # ~ ~ # ~ I I ~. ~J S~I : I I I .. " J .... I I I I \ / I I I' " I \ j" • I , It I . I I ~ :$ I i I I I I ~, -1 (/), ~I ,,~ :::> I ~):i'" Z I !! -\~ ~ I ';~ ~ ~ I HI "'-"'" , i;: '-~ 1 1\ ~: ZI -I ~I ., , 'i\\J~ \ ~>: I"DUHD MlWI 't: f"\Jt'M~" ~ ~---[1\ A'!",~'~ a ~~ .. ~~ i" ~: L::L. =.;.. -4~ ~/. ·--/~'~l~ j .T ' •• "OI7Y ""'-../ / I . • f ""'''''f'D ~~t!1.f :.-~ ~ ~ ~ / , -----, -----_ 0<0 __ HUll t ~ Ii A POIlTIOI'I OF ~.Y!..1/4. §~_1/4. SEC l~ TWP .?ltN .. R •• Le: .. w.M. CZf~::<7' SHPL == V) ".- VOI../pACE Lu A-os---J 3/ .;<;£j3'\~067S (' ~ 211.{ 3~3Lc( 'I) ~) NOTE: CRAPHIC sc~o7 ~ T i j LEGEND: -0-~"'-• . Itt 4If-1ftJJNt.NIIJ CJ,II U. ZJ5Jl (I" til« CI' ""'!:.CJ,r II/W IIII:HI(JI'~,. ! $l fIIIC_ ~ _1'0<£ (5) . SM' WNtI<Q,f lD_o(It1I IDfft........r1O$ltl iii tA~_ @ :;tOlW DRMI JlAHfIOt.C m rtl.DtClHr NSqt ...... -IR'J •• "It #til _ '>I7U (P) "'411t no PIA' or UoIIUNCTON 14/7 (M) _...cv.otllt Ie) ""CUlArcD .. ,"e f'(1) "tIJI1/C<$U//_ _Not m CRONES & ASSOC. CllJ LAND SURVEYORS 1 .. INfH AC u. IU:Nt. -.-., (ttH) .».". r~ qs.4J7-,U.U SHORT PLAT FOR: SUE CHAN \:5 { ~ t;/INJ "'. _. "" OUS-fM-IllR.-.wrWJJfIC 0 .... BY 0''1\: .. e::< OWO;)l.J08 OQ. CM~C. BY SC/o.l.t SHtt-T--'-"" ... ...,. QI > Me PROJECf: SUBJECf: REVISION # : MCCANN ENGINEERING, INC. CIVIL & STRUCTURAL ENGINEERING MICHAEL P. MCCANN S.£. DATE: / / BY: REVISION DATE: / / REVISION SuaJECf: CHAN SHORT PLAT RENTON, WA STORMWATER DETENTION I2821-4rfIH DR. S.E. EVERE1T. WA. 98208-9621 OFFICE: (425) 337-5075 Email: m.Jquared48@yahoo.com PAGE: JOB NO: TECHNICAL INFORMATION REPORT ---------------I L_:~~~~~~~~-------.I r9YaS /' Me PROJECT: SUBJECT: REVISION # : I. II. III. IV. V. VI. VII. VIII. IX. X. XI. MCCANN ENGINEERING. INC. CIVIL & STRUCTURAL ENGINEERING MICHAEL P. MCCANN s.E. DATE: BY: I I I REVISION DATE: I I 1 REVISION SUBJECT: TABLE OF CONTENTS Project Overview Preliminary Conditions Summary Off-Site Analysis Retention/Detention Analysis & Design Conveyance Systems Analysis & Design Special Reports & Studies Basin & Community Planning Areas Other Penli ts Erosion/Sedimentation Control Plan 12821-4!flli DR. S.E. EVERETT. WA. 98208-9621 OFF1CE: (425) 337-5075 Email: m.Jquared48@yahoo.com PAGE: JOB NO: Bona Quantities Wo:r ksheet, Pf!lt"""~ 9i:AN.J.A 6ft; 6tA!.6 11!:MY} Retention/Detention Facility Summary Sheet and Sketch, aRd Beelara~iefi of Covenaftt. Maintenance and Operations Manual (. I. c' PROJECT OVERVIEW PROJECT OVERVIEW NARRA TIVE Difficult Site Parameters: The only uncertainty was the invert elevations of the existing catch basins along Stevens A venue S Wand the ability to drain the water from the property should detention be required. As detention was found not to be required under the provisions of the 1990 edition of the King County Surface Water Design Manua] (the current standard used by the City of Renton), this did not prove to be a problem. Similarly, infiltration was not possible due to the underlying strata consisting of sandstone and coal. The site survey shows a steep slope area on a small portion of the project, but this is not envisioned to be a problem with the overall development. Natural Drainage System Function: According to the existing topography, the site drains to the east, toward a low spot west of Stevens Avenue SW. As the existing catch basins, Stevens Avenue, and its residences have been in place since 1970 or before, the existing catch basins on Stevens Avenue have been directing flow from the site, North to the stonn drainage system on S W Langston Road. Without the existing stonn drainage systems, prior to any development, it appears that the stonn water flow would have proceded parallel to SW Langston, east to Renton and the Green River, eventually. Project General Description: This project, as currently conceived, involves converting the existing lots shovvn on the site survey to a six lot short plat of an area of 1.00 acres. As detention did not prove to be necessary, the stonn water is collected into a biofiltration swale at the west edge of Stevens Avenue, and directed to a new Type I catch basin on Stevens Avenue and into the present stonn water system draining to the east down SW Langston Road. ( Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 1 PROJECT OWNER AND PROJECT ENGINEER Company ____ ~~~~LJ_c~~~~~~ Address Phone ---'.........,. __ ---.-'-'~ ......... "_"__'_---- PART 2 PROJECT LOCATION AND DESCRIPTION Project Name -;;ve.. Cd±AiJ SHt:;(?r B:.Itc Location Township 1r!J Range (..314 Section ~fi... WM Project Size t • 00 AC Upstream Drainage Basin Size ---,-,'Hc#ht>--_ AC PART 3 TYPE OF PERMIT APPLICATION PART 4 OTHER PERMITS o Subdivision 0 DOF/GHPA o Shoreline Management ~Short Subdivision 0 COE404 ~ Rockery (/Y'J~) o Grading 0 DOE Dam Safety o Structural Vaults o Commercial 0 FEMA Floodplain 0 Other o Other 0 COEWetlands 0 HPA PART 5 SITE COMMUNITY AND DRAINAGE BASIN Drainage Basi~?e;.~ !2J Vf5(L... DRiver _____________ _ o Floodplain _________________ _ o Stream ______________ _ o Critical Stream Reach ~ DepressionS/Swales (~~ o Lake -------------:: __ ----~Steep Slopes ~ 5([f?5~ o Lakeside/Erosion Hazard ~ Additional Sheets Attatched o Wetlands -----------------o Seeps/Springs o High Groundwater Table o Groundwater Recharge !~ Other Erosion Potential ---4ltloOfidhJrN; Erosive Velocities L....-___________________ . _______________________ • ____ _ 1/90 Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT LIMITATIONS REFERENCE LIMITATION/SITE CONSTRAINT o Ch. 4 -Downstream Analysis o o o o o o Additional Sheets Attatched PART 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION ~ Sedimentation Facilities ~ Stabilized Construction EntranceS ~ Perimeter Runoff Control D Clearing and Grading Restrictions ~ Cover Practices ~ Construction Sequence D Other PART 10 SURFACE WATER SYSTEM MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION ~ Stabilize Exposed Surface D Remove and Restore Temporary ESC Facilities ~ Clean and Remove All Silt and Debris ~ Ensure Operation of Permanent Facilities o Flag Limits of NGPES o Other Infiltration ~ Grass Lined Channel 0 Tank 0 Method~ ~Pipe System D Vault D Depression ~/HIiTJ+: ~ I 1+, D Open Channel 0 Energy Dissapator D Flow Dispersal CompensationlMitigation 0 Dry Pond 0 Wetland D Waiver of Eliminated Site Storage 0 Wet Pond 0 Stream 0 Regional Detention }..)eu!c.B Facility Related Site Limitations D Additional Sheets Attatched Reference Facility PART 11 STRUCTURAL ANALYSIS (May require special structural review) Umitation o Cast in Place Vault 0 Other D Retaining Wall D Rockery > 4' High D Structural on Steep Slope I or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this workSheet and the attatchments. To the best of my knowledge the information provided here Is accurate. PART 12 EASEMENTSfTRACTS ~Drainage Easement N, 'A--g Access Easement o Native Growth Protection Easement o Tract o Other 1190 ( ( ( .' ".-;P { '\ ' ...... { " S:'~ ~ / Lc/.Ar70~j :~ .... , -: -""~ r-_'~ \, '" \--J ~l ..... 'I .~::" , ~! -\..:,... ,->" ~~, -, jjJV~ ~~BA~~, \_~-.. /. '~"'" \" --..... "-'\ . ~ '''''~ , t-=- ·:.BASIN ,. , -..l'<oot; -.: ~- ...... --: \ I' \.~ -' ........ -:{~ - _~L ... - ~,/~S •• ~ , I RIVER 'BASIN- '= .. ! -',. -"- ,,'~ It Figure 2 DRAINAGE BASINS l(i...qCoY"N ,- Major Basin Boundary Sub-Basin Boundary Soun:e 1(,r"09 C::>\I"t't' S-rlS1!r.1 A~" ~ F"lio, frtrtl.arodt S ... ~~.~t , " ~ .. . ! v ~ Me PROJECT: SUBJECT: REVISION # : MCCANN ENGINEERING, INC. CIVIL & STR UCTURAL ENGINEERING MICHAEL P. MCCANN s.E. DATE: BY: / / • 12821 _49m DR. S.E. EVEREIT. WA. 98208-9621 OFFICE: (425) 337-5075 Email: m.Jquared48@yahoo.com PAGE: JOB NO: REVISION DATE: / / REVISION SUBJECT: - - - - - - - --.,.---- - - - - - --j-- - ------ I I Washin~ton . i ST VICINITY MAP If'<--- ";', . # § ~ ~~ !~ ~.:., '~-.l'" ~ 2"i ~ ~ ~ ~ ~ ~ '-. ~ "-~ ~ ~ •• " = OJ: ,. ~ , ~I :::: ;;:::, ~ -<: ;;::: o t-'. ~ ~ '" ~ " .;:~, 'c. :./'-:- ',:;' WOr. /:~",~V!l;:~::8Rl~' ".I. (N(;"'fMBfR, 19!J/ ., : .:~[ PIt-; loolJ / • ,c \/.; ~;:c. S' .;~: ,',",\:-; ""T~ '!;:;", .i : ",. ~ .~:: ,1 ~ '9::-:= " '. '\: ,,';', 1,', ~.:.:. >:'.; .. -.. '\\.' . .w ... ~', ".' ,,-I .. , ,\,',:",:/.'"'" ,.,1.,;1' " -' ~ ~~' : .. fj'~I' ~ a ~,~~:::'~'.'Pl 61~ 1i/'(C) olO oo'(P} _,J~.~':~.~ tJjI-Pl!£iL "O(F, 511' L4NGSTON RO.4D .J? '" 40'(P)rYP ! Q ~ T ! :. -t---~ I -21 ... ~ !t"2"2~"5""'" :'N ~ ~ 7989'/ , / , '" )1'~01 I ~l' , &090 SO f~ .//' ~ ,·f .,§ ~ ~ \' :5 , '" c ~ Ii §~ -(-' I ! ... . Cl~": Ee .)000' I~ :i II"" ~r-j ....... n. I - S72'8:;6~E I 57278 56~£ • I ~ ~ t o ~.o.;: / 18 LOi' i:: ~ ,.. ~ '~ oaoOrr '"'i ~~ 5 10 ~ mJ I~ ~ . S I 91.9/ 9 . 90 i ~~ S72'8'~~ ~~ A"S 01 3.. ~~ L , SO fl. '.;; == c 5°1 ' CI) ~ $7218'$6', ~ I t .,,9{)' ~ , ~::::; ~ ,.,' ". I I ~ r(!'ICE Nt 1 1 LO\ ~ ~T \ \ I \ ~ \ \ L.. ..... 5109 sa T' ® CI) __ (j-' ~~D, I \,0.25615 I \ \ ,\?O \57218'56-, 9190 I ~ / \151 ,qgl ,J' \ \ • " ....... 1'1('1' I I \ ! 20 'IoCCfS5\ CAS[MENT.. 0 8 a, t" I:> I 5'2'B',6"[ '" 69' \, rOR LOr, \, " ~ " t..l / : : ~'/ c \ "J:' I' 1;j , ~ 04"' ~ 'p I ro ' \ ',0, ",' I :\ .r; f .~. \ I \" I 'f:. e; rrNC[ 0.' .'" ---1 FOUND R[BAR ~ CAP I, I v:srrro NQ,' 199J LS 552., (F[8 1999) I 'DUN,' 0,0 "000 HUB ----- ---- --~+ JO' I ~ 0"" LINt rfB '999 Ct:: FOUND CONe -----------~~ ------' jf ~:::;:o.":"':;f O£[P :'11' :WlJ }'LlCE 6 19 9!!"(~'1 -~)N12·SJ'OO .... ',ItI) f,'72'S6'4S"W(PJ -'f----&?rre:.. ??u~f?y f3:,Y-/-5'(IN G UfT CON D,rl0IC./S. .;.; I-< ~ Q U '" C.J > E w '" ir. :.: ~ ,. ~ ::: ...:.: r-,, ___ :.-: ~;--; :::'"T~ --- -::;. :-.:..:... ..,-~~~ ~~~ u z -c..i:':> z~ -'" CI:'" '" 1.::'" '" I.::G ~~ v; c..i"'" ~ z~ U ~.: z~ ~ Ze: ...; -('" i;j UO;: ~ u"'" ti ~§ ~ U z i ~ ~I ~ ::811 il i II. ~ PRELIMINARY CONDITIONS SUMMARY KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL (2) eN values can be area weighted when they apply to pervious areas of similar eN's (within 20 eN points). However, high eN areas should not be combined with laweN areas (unless the laweN areas are less than 15% of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrograph. FIGURE 3.S.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY HYDROLOGIC HYDROLOGIC SOIL GROUP GROUP* SOIL GROUP GROUP* AldeC'Nood C Orcas Peat D Arents, AldeC'Nood Material C Oridia D Arents, Everett Material B Ova II C Beausite C Pilchuck C Bellingham D Puget D Briscot D Puyallup B Buckley D Ragnar B Coastal Beaches Variable Renton D Earlmont Silt Loam D RiveC'Nash Variable Edgewick C Salal C Everett AlB 'Sammamish D Indianola A Seattle D Kitsap C Shacar D Klaus C Si Silt C Mixed Alluvial Land Variable Snohomish D Neilton A Sultan C Newberg B Tukwila D Nooksack C Urban Variable Normal Sandy Loam D Woodinville D HYDROLOGIC SOIL GROUP CLASSIFICATIONS A. (Low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and consisting B. C. D. * chiefly of deep, well-to-excessively drained sands or gravels. These soils have a high rate of water transmission. (Moderately low runoff potential). Soils having moderate infiltration rates when thoroughly wened, and consisting chiefly of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. (Moderately high runoff potentiai). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefly of soils with a layer that impedeS downward movement of water, or soils with moderately fine to fine textures. These soils have a slow rate of water transmission. (High runoff potential). Soils having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soils with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impervious material~ T~se soils have a very slow rate of water transmission. J From SCS. TR·55. Second Edition. June 1986. Exhibit A·1. Revisions made from SCS. Soil Interpretation Record. Form #5, September 1988. 3.5.2-2 Yahool MaIl -msquared48@yahoo_com Page I of I ~sootMAIL Print -Close Window Date: Tue, 23 Aug 2005 16:52:21 -0700 From: "Gary Fink" <GFink@ci.renton.wa.us> To: msquared48@yahoo.com Subject: Renton Storm Info -SW Langston & Stevens SW Mii-:e, At~ached are scans of a couple of drawings we discussed tOday. One lS fr~m a 1970 street proJect on Langton, the other a section of our stormwater map at this intersection. Hopefully you can glean the In:ormation you require from these. I will be out of offlce tomorrow but checking messages, should you have any questions. Regards, Gary Fink Attachments Flies: http://us.GOO.mail.yahoo.com/ym/ShowLetter''box==Inbox&MsgId=4055 _4819944_34828 F2 .. 13 T23N R4E E 112 w \ n } I ;> II ~ "., 1 ' . -~ . ., ,; ~I • .. -~--c-'-i . . ·~1·11t ; I II !I i I 1 Ii , .', 'i I !'1,11 : ! ·4, ':Ii l ! ~. i I ! 'I,i: 1.1 ii i' t ,I '! AVf:c 5W "'''TC .. ,I,,, TO 5 .. [< 1 I ~..::_~..o ___ I -. I I Brian Sleight, PE Engineer III Storm water Services Section Water and Land Resources Division Department of Natural Resources and Parks KSC-NR-0600 201 South Jackson Street, SUite 600 Seattle, WA 98104-3855 brian.sleight@metrokc.gov www.metrokc.gov Ii) #I ft.' 0- " of' u) .t- O ~ I ~ ... .,., 0 0-"t ~ '-~ ~\ ~ " n, ~ ~ -t: ~ ....s> ~ = ~ ~ oq ~ f"V ~ .. ~ ~ .. \ ~ f"\ '" ~ ~ ~ G'\ --~ ~, ~ ~ ~ .~ -~ ~, ~ t"\ "-t ~ ® King County 206-296-8025 Fax 206-296-0192 TIY Relay: 711 .-..... ~ / "!,' .~ f I I / " t )F AGRICULTURE :'ION SERVICE soilS but either s~bstr8tUIII; t vert gravelly 18 soils. w_,eTosion hazard is Ca- tt materia (An). --This is a level rown gravelly or very loam. It is very similar to Everett avel1y sandy loam (see Everett series), but it ~ been disturbed and altered through urban de- velopment. Multicolored very gravelly coarse sand is at a depth of 8 to 40 inches. Areas are common- ly rectangular in shape, and range from 1 to 120 acres in size. Representative profile of Arents, Everett mate- rial, in a homesite, 440 feet west and 100 feet north of the center of sec. 11, T. 24 N., R. 6 E.: o to 8 inches, dark-brown (7.5YR 3/45 gravelly sandy loam, brown (7.5YR 5/4) dry; massive; soft, very friable, nonsticky, nonplastic; few roots; 30 percent gravel content; slightly acid; clear, smooth boundary. 8 to 14 inches thick. 8 to 60 inches, grayish-brown and light olive-brown (2.5Y 5/2 and 5/4) very gravelly coarse sand, light gray and light yellowish brown (2.5Y 7/2 and 6/4) dry; single grain; loose, nonsticky, nonplastic; few roots; 55 percent gravel and 10 percent cobblestone content; medium acid. " The upper part. of the soil ranges from dark t-"O'()wn to olive brown and from gravelly sandy loam very gravelly loamy sand. The substratum ranges ,~m black to olive brown. This soil is somewhat excessively drained. The effective rooting depth is 60 inches or more. Permeability is rapid, and available water "capacity is low. Runoff is slOW, and the erosion hazard is slight. This soil is used for urban development. Ca- pability unit IVs-l; woodland group 3f3. Beausite Series The Beausite series is made up of well-draine I soils that are underlain by sandstone at a depth of 20 to 40 inches. These soils formed in glacial deposits. They are rolling to very steep. Slopes are 6 to 75 percent. The vegetation is alder, fir, cedar, and associated brush and shrubs. The annual precipitation is 40 to 60 inches, and the mean annual temperature is about 50 0 F. The frost-free season ranges from 160 to 190 days. Elevation is 600 to 2,000 feet. In a representative profile, the surface layer and the upper part of the subsoil are dark-brown owish-brown gravelly sandy loam that extends to a depth of about 19 inches. The lower part of the subsoil is olive-brown very gravelly sandy loam. Fractured sandstone is at a depth of about 38 inches. Beausite soils are used for timber and pasture. Some areas have been used for urban development. sandy loam, 6 to 15 Areas of this soil are 20 acres or more i s Slopes are long and convex. Representative profile of Beausite gravelly sandy loam, 6 to 15 percent slopes, in woodland, 570 feet south and 800 feet eas t of the northwest corner of sec. 29, T. 24 N., R. 6 E.: 01--2 inches to 1/2 inch, undecomposed leaf litter. 02--1/2 inch to 0, black (lOYR 2/1) decomposed leaf litter. Al--O to 6 inches, dark-brown (lOYR 3/3) gravelly sandy loam, brown (lOYR 5/3) dry; weak, fine, granular structure; soft, very friable, nonsticky, nonplastic; many roots; slightly acid; clear, wavy boundary. 5 to 7 inches thick. B21--6 to 19 inches, dark yellowish-brown (lOYR 4/4) gravelly sandy loam, light yellowish brown (lOYR 5/4) dry; massive; soft, very friable, nonsticky, nonplastic; many roots; slightly acid; clear, irregular boundary. 10 to 15 inches thick. B22--l9 to 38 inches, olive-brown (2.5Y 4/4) very gravelly sandy loam, light yellowish brown (2.5Y 6/4) dry; massive; soft, very friable, nonsticky, nonplastic; common roots; medium acid; abrupt, 'irregular boundary. IIR--38 inches, fractured sandstone; medium acid. The A horizon ranges from very dark grayish brown to very dark brown and dark brown. The B horizon ranges from dark grayish brown to dark yellowish brown and olive brown. It is gravelly and very gravelly sandy loam and gravelly loam. Depth to sandstone ranges from 20 to 40 inches. Some areas are up to 20 percent included Alder- wood soils, which have a consolidated substratum, and Ovall soils, which are underlain by andesite; some are up to 5 percent the wet Norma and Seattle soils; some are up to 5 percent Beausit~ soils that h ave y loam sur ace. ·1; and some are up to 10 percent soils that Beausite soils. but are more than 40 over sandstone. t-~~~~~~~~~~~~~~~~~~~<rrIcr~enter a few cracks in the moderatelv rapid. Runoff is medium, moderate. bedrock. Permeability is Available water capacity is low. and the hazard of erosion is TIus soil is used for timber and urban development. Capability unit group 3d2. pasture and for IVe-2; woodland 11 .... w:s:as ~.-_ ......... 1I __ ...... _~ __ , _~ •• .',: .',. .. ;:",C._ "-~: ~ # § -$' ," = CJ: ~ ~ [I~ ~ ~ :1' ~ '<:: ~ ~ >, Z ~ '-= z --..1 ~ ~ -," .,;, o'';lr ", ,:;:~'~"~:fF~~ ~N 7"0, CO.'ER ,."i: ~i 2 .f'Sr. ~i \ ~ .:-54 SOL!T1-I O. I, ~W.;£ I: --• '. e\ 'O<.'NO R,BAR -1 ~ ;;/};S~~Ic:r '\ ~ ~ rrs '~9y '\ ~ , __ I ''-I ""~,~"( i ~ ,"'---O~,rr£D 9;)' ~ / ~·~v' :; ::}.Sf;~;i-~'-_2::~':~~ iii4R~J;': ___ --f--; -------1'?1W-,JB6t (.,'CC(Pl If """U. 97 (,-PVC) ~.. ~ , If """J2l1 (r2"CON. .. ) !~:~\~:::,~r9;~UO~\~ ___ ~3-'----;:;;-;~..-... ---.t.. ,ifl_ '( (0'J272 (12" CONC) ':,c;rYP § f ",,,\ )1 ~'1\'Oi " I I 8090 sO ~ i ~ j.: I ~ 8 ~ ~ ~, - ~ \ ,~ -\' ; ~.., ''Z 1 'I~ : ~:'! ~ :989' i 'jO.Oo· ~ /57218'56"£! 5721B'56"C C <, .... '-,'. \.-: .. : '.: _::~ Sf .... [ / c ~ "0 /~ '~ ,~ '"', ~ -:.:; --~-::;' -,. .'Y;;\£:; ;;:~_ ~_'£.-.... -~ "i[5";; " -: •. -.~-_"9:_'~ ,~ ;~ i \ -----,'----, - \ .... F,)Ufw.· v •. -wOOD HUB 0"" U\[ ITS IPP9 rrNcr ON LIN[ - ViSIT[O NOV 199J ------_. -~-'._- ~~D R[BAR HAP : ~S 5514 (rrB 1999) I -' --- ----I 30' ~+ ----~~-------------------------------~ j rOUNO CONe. MON ,;lBAASS PIN U· DE[P r (NO"'''SCR, ' •• J) ~Jr :mll PUCE ~'9 9B'(Pl ~ ._----_..... ---;:~?~~,.,) -----(---- N.~~' :>[.·4: ..... {P) '.~ .. :-1Vl'_ ~:;,..t: ~ ~;-.£ .. ---:>-".-~ ... ~ .... :.' ."-.,,, \.'''fU:'~-' . ;.~.' ~ NorE Ti-/f /",;::- [STAB.'S-51AK[ A' ON n-t~ _ j,/()NlJIJP· Crt (Y • ",rrr" T~ POI r AN~ JlQNU4J[I. wrliC k£. LO:ATiO", LEGEND: ~ ""'w_ • SET 5/""" rIP CDCC OF F, R/W RIGHT or r A FIIIC HYf)IW ~ POfII£R POtI ® $llOOI /JAN, ES WAll"R Jim m 1DJPHONf S! CATCH 1J4S>' @ s. __ , m TD..£J'H()NC = ROCKCTrr (RI) VAl.tK PCP (P) VALU( PCR M~ (e) ~CULAII AN() PVo' f~1CR( oA LA~ zJIJDI JIIJ01H jilve $l f;;j.ISf/N 6-LoT (.oND I noN :s ~ < t :: '" '" > a '" ::J '" v: ~~ ~~: ~~~ ~ :-:: .-~: :2 ~§~ u ~ C)~ z~ -'" =:t::l (oilO!: '" ~~ ziS 0; ~~ ~ (oil .... 0 z~ Ii .. z~ 0.: <'" ... .., u'" 5 u~ ~ti ~ U z ¥ 2 § ;jj ~I ~ Q ::: ::Ell II i ~ootMAIL Print -Close Window Date: Thu, 06 Oct 2005 08:30:00 -0700 From: "Jan lilian" <Jllllan@cl.renton.wa.u5> To: MSQUARED48@yahoo.com Subject: Sidewalk placement Good morning Mike, Attached are comments from Transportation on the placement 0 fthe new sidewalk. Please call if you have any questions. Thank you. Jan lIlian Development Services City of Renton 425-430-7216 Attachments Files: ,_._--_ .. _._._---_ .. __ ._ .... _-_ ... _------------.- ~ SUe Chan Short Plat.doc (45k) [Preview] http://us.f100.mai1.yahoo.comiym/ShowLetter?box=Inbox&MsgId=5578 _16601940_4703... 10/6/2005 / DATE: TO: FROM: SUBJECT: PLANNINGIBUILDINGI PUBLIC WORKS DEPARTMENT MEMORANDUM October 5,2005 Jan lliian, Development Services Bob Mahn, Transportation Planning, x7322 Sue Chan Short Plat As you requested, Transportation Systems staffhave visited the site of the subject short plat and have the following comments regarding curb and sidewalk location on Stevens Avenue SW abutting the site: • The west curb line on Stevens Avenue SW should be located so that it is 16 feet from the centerline of the existing 6O-foot right-of-way (or 14 feet from the west right-of- way line) to establish an ultimate 32-foot roadway width. • The existing curb returns on the south side of the Stevens Avenue SW/SW Langston Road intersection appear from field observation and measurement to provide the desired overall 32-foot roadway width. Therefore, the existing curb return on the southwest comer of this intersection would only need to be extended a few feet to match up with the new curb line to the south on Stevens. A portion of the existing curb return and sidewalk will need to be removed and replaced to maintain a 6-inch curb height on the curb return and to accommodate handicap ramp needs (see comment below). • Locating the sidewalk adjacent to the new curb on Stevens abutting the short plat site is acceptable. This should allow the existing power pole to remain as located and be out of the sidewalk area. • A handicap (curb) ramp should be installed on the southwest comer of the StevenslLangston Road intersection. This ramp should be located to serve both east- west access across Stevens Avenue SW and north-south access across SW Langston Road. A handicap ramp should also be installed on the southeast comer to provide continuity of east-west handicap access across Stevens Avenue SW. This ramp should be located within the curb return similar to that noted for the ramp on the southwest comer. Cc: Karl Hamilton, Transportation Operations Nick Afzali, Transportation Planning & Programming File c:ldocwnents and S<IIIng.sImil<e moaannldeol:toplsue_ chan_shan "p1aI.doc 0" -.. ~.~:. ,-";.. .... ... .. -:..-:. C, t : '\ . ' . ' . . ' " "~ 4 '< ' ; 'i , ,':. ",,' ~ .' " 'r " " • :, , . . . ' , ~ . ',,,' " r (I ( III. OFF-SITE ANALYSIS '. OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 " Basin: G f2t,,~ BM'II\.J Subbasin Name: Ce-:PAIL Subbasin Number: - Symbol !!ee map CD (j) @ ill (?) (p (j) @J 0) (lo) @ c~:!~~:~r~::, Dral~~:~8~~[:~r~¥lij'iJ~l"~~,ti~r~:i11i:,\~~~~~~',;'0m~~~! ,. I ?~~~;:~;~::;:~!~~I~r;~:~I~~~; T5S~aE;' 4t~~~~'!~~it.~ir@t,J .. !~~~=~=; I'{r=>£"!C;B 11f4fTlct..lrO~31'1S~~t~.1 e-1=~I~IiGt»I~IOI\I~~ ..r. ~ VAl fi1cwr 0"1" ~ [C.. 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EVERElT, WA. 98208-9621 OFFICE: (425) 337-5075 Email: nuquared48@yahoo.com PAGE: JOB NO: I REVISION DATE: / / I REVISION SUBJECT': LEGAL DESCRIPTION: TAX LOT 2143700075 LOTS 1 AND 2. BLOCK 2. EARLINGTON. ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME 14 OF PLA TS. PAGE 7. RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 50 FEET THEREOF. TAX LOT 2143700320 THE SOUTH 50 FEET OF LOTS 1 THROUGH 4. TOGETHER WITH LOTS 35 AND 36. ALL IN BLOCK 2 OF EARLINGTON. AS PER PLA T RECORDED IN VOLUME 14 OF PLA TS. PAGE 7. RECORDS OF KING COUNTY, WASHINGTON. \ . SECTION, TOWNSHIP, & RANGE A portion of the NW 1;4, of the SW 1;4 of Section 18, Township 23 N, Range 5£, WAf SITE ADDRESS The Southwest Comer of the intersection of SW Langston Road and Stevens Avenue SW in Renton, WA See Project Location Map next Page Me PROJECf: SUBJECf: REVISION # : MCCANN ENGINEERING, INC. ClVIL & STRUCTURAL ENGINEERING MICHAEL P. MCCANN S.E. DATE: BY: REVISION DATE: / / Renton, Washington, United States / / REVISION SUBJECf: '\.-,--~/ i ~---.... __ '.-----------.---- Omi 0.2 J 282 J -4!fI1! DR. s.£. ~ U'A. 98208-9621 OFF7CE: (425) 337-5075 Email: m.Jquared48@yahoo.com PAGE: JOB NO: 04 -I ~, I i i I 06 (~ , IV. }] RETENTION/DETENTION ANALYSIS AND DESIGN Me PROJECT: SUBJECT: REVISION # MCCANN ENGINEERING, INC. CIVIL & STRUCTURAL ENGINEERING MICHAEL P. MCCANN s.E. DATE: BY: • I I REVISION DATE: / I REVISION SUBJECT: I I TVashin~ton VICINITY MAP J 2821-49111 DR. s.E. EVER£7T. WA. 98208-9621 OFFICE: (425) 337-5075 Email: nuquared48@yahoo.com PAGE: JOB NO: ST '" f ~ < ::: :r: ~ '-> ~. ~ ~ ~ ~ ~ ~ '" ~ ;:: ~ ,.... ;,;: ;:: .... -: ::::: ~ ....; '" ,~ ;;:, ;:.,~~ :;;y~-.:;-, ":.' .z~ . _.~ :"E;; :99,; ~;.,.~---:--.~~.~~ _ .. .:;; " ~ -:11 II <C<;TOY ROAD ;.; ".,~;~~" . -~-~-----------n-r·'..-r~, \_~ 4,' : "'.- 'C,' \ ~ lOI '~.--I, ,0,0;0 f~ ,Q i ;: I ~ I?~ ~ ~ ~ " ~ J / ~i 1 ~ I :.~ ::./ ~ ; ~. / e: ..... c I ~~ '~G _ I c I "...: I ~~ ~ 'r., i I ~~ ~ 4r;8~' JCOO' i 1~ is :i ,157.178'56"[ I 57278'56"£ " I~.· ~ L 'I" ~«)-::: I!~ ;~; ~~ fl a ~ ~ ~ I t: I5J I~;:! I ./" .. \ ~.'':'Q,xl L I '9~!I(; 79.90' // ~ I~~ 91.90' i: S72,a'56t \}?---3 ~~ =l~ , "";""'>'\1 ~\ ~'~"'~~~'.:C .1 ,,'~ ;':~'S',~\ ~ ,-:'= ';;y \ r L01 fl / c 5000 sO /.; I 572.,8'55·C 91,90' . ~ ~a ) I~~ It: t ~ ~ ~ ,~ ~ r£N~~ .. ~ --~~;[:-lSS~ r-O' 5~:"rE'56T 2796;' ~ 81;' ~ /® ~ ~ ,I r.l ;;; ,~:r"-~ \ \ J?~ '~/ ~ < , , :" / ~':'~',. :;;~. ".:.~ .... f' C', .:t.: r[E iir9;;. , , / " '[r .. ;:[ ~JJ. LlN[ -~' VlS/J[[' "'.:J~' 7991 --_. -'-- '. \ 1 fDuN;) R£B.J; .. CAP I a eo 1 PARCEL AREAS: TAY LOT (Q7!;) i,;,OB9:t so.rT. 0'-' O,JO ACRES TAX LOT 0320. 30.35<'" SOfT. Ci< 0.70 ACRES ENnRE PARCEL 0.<53'" SOfT OP 1.0"= ACRES LOT " 8,089'" SOFT. OR 0.19: ACR[S LOT 2,' 5000:< son. OR O.l1Z ACR[S LOT J. 500.0.= SC-FT. OR a l1Z <C.'1[S LOT 4' 5.109± sc,.n OR 0.12i ACRES LOT 5, 5DDD± SOFT OR O.l1z ACRES LOT 6, 15,256z son OR O.J;': ACRES SITE ADDRESS: LOT 1: 405 SW LANGSTON ROAD LOT 2: LOT J: _____ _ LOT 4: J19 STEVENS AVENUE SW LOT 5: LOT 6: ~ J N o ~ ( ')~ FOUNO CONe *ION " 552' !F fC . '~-~ JO' t " ", -- - - - - -----------.J r W/8RA.S5 PIN u' OUP (N(N[JJ8fR, ,,9J) $; I -------0 GRAPHIC SCALE Sir :lRIJ PUCE :-':; ~5\J' e'':,:o''iJ' \ ~.~':-,' ''';~~-).I.v--'-,-. --r------ \ ',~ .<'.~ 4." ..... : .. '-.. ": : . ...:. ".~.;' .. -~ Iii ... < ~ Cl V ." '" :> E '" '" '" --, ':;: ..-:. ": ", ~ =: ;~~ 2~~ :::,. t :~~ ~~~ 0 Z -~t.:l z~ -'" ~::J '-l'" L"j '-lG ~iS <-j ~'" ~ z~ U '-l", \;! Z::::. ... z~ c:.; .... 1(, '" U'" ::s u~ iJ ~t; ~ U z ~ =; ~ ~ I ,. C :: ~II~I~ ..-,,-::. ....b o. I l it 1'" I, , I . ~:1 ! .11 "I i. -------------------- 1'" I!";"· n. fr'::,:, RFV ~ / DATE: I SUIl/ECl: I PRO/H'T: SIIIIJI:CI: . , I , Ii II . " ,r:.'~ .••.. I I MCCANN ENGINEERING INC. CIVIL & STRUCTlIlUL ENGINEERING MICIIAEL r. MCCANN Sf DIITE: !lY "li!'!:l :~ ~ i , I I I }s: l_JI.,1If PR .,' I FJERI.Tl". It ~ \,,1.\':O,\'·V(I.' i (".,F/{'1 1..1\ (.J:.\J3r·IIl"\ 1 I'M" Me PROJECT: SUBJECT: REVISION # : MCCANN ENGINEERING, INC. CIVlL & STRUCfURAL ENGINEERING MICHAEL P. MCCANN S.£. DAlE: / / BY: I REVISION DATE: / / I REVISION SUBJECT: 1'lPfZ-l A S~, 24\-11<. J 282 J -4fjlli DR. s.£. EVERETT. WA. 98208-962 J OFFICE: (425) 337-5075 Email: m.Jquared48@yahoo.com PAGE: JOB NO: ~ (h-~r -z..s 06100 11~~ 'I)" / . ~ o,k> UXi-lC-.fat<.-P1 P&: '-4 [)' (BlMVSt If? Pt3;e-I ~ -~) PPm,t-/vtvr fit:;e = 1,00 ~ (~~, ."I'n9 ~IS1JN~ MPAo: T/..do rz.-)C{sr. ~ ~ R2--E -1G}79 :'\ ~r@ ~= 61 (DI~TVi2.~ iXoW.er z.,!!!..j~--! , k=-,71Ac, (1,00 -,2,-. "54'-. if} ::=. 3'?) ~BC;J:::q/ ~ ,20Ac- ~t::#E ~ Cv~ 90 A::; '1O'f 2/1~ -,2 -,0, !:. I ~ At::-. IIY} ~v IOe)? e OJ ~ CJt:> fh(.JleO) Ir~~./-Z~'t-'fV -I-2CJX.'2A/ ~ 2.-=-~ ZIO.ft L =-,(D 7 J4c- VVgo-,flCZJ ~ / -- -fm~//~ @ C;;~ 98 ) A-~.o7~ ~j//01I<J! ~ ~[ '13 k-_t--~ UJlI)qh/;q) -B/ {.31)--r '7/ (20/ +--'10{.~'0 =~( j5otu;V.LftV:) : ~, '13 ~~Z-..o KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TAnLE 3.5.28 SCS WESTERN WASHINGTON RUNOFF CURVE NUMnERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural. suburban and urban land use for Type 1A rainfall distribution. 24-hour storm duration. CURVE NUMBERS BY LAND USE DESCRIPTION HYDROLOGIC SOIL G(2) ABC D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forestland: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% ® or more of the area 68 80 86 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 CWo Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 00 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA 48 5.5 DU/GA 50 7-02.0 r:5DZ~~ <:::E:>~ 6.5· DU/GA :::>4 7.0 DU/GA 56 Planned unit developments. % impervious condominiums. apartments. must be computed commercial business and industrial areas. (1) For a more detaIled deSCriptIon of agricultural land use curve numbers refer to NatIonal Engineering Handbook, Section 4. Hydrology. Chapter 9. August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2-3 11/9'2 ( i ~. ( KIN G C 0 U N T Y. WAS H I N G TON. SUR F ACE W ATE R DES I G N MAN U A L FlGURE 3.S.1C 2-YEAR 24-HOUR ISOPLUVIALS 4-HOUR PRECIPITATION __ 3.4 ---ISOPLUVIALS OF 2· YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES 1: 300.000 ----3 3.5.1-8 1/9C / KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L FIGURE 3.S.lE lO-YEAR 24-HOUR ISOPLUVIALS 2.1 22 2.3 2.4 2.S 2.6 2.7 2.8 <9 3.0 -OUR PRECIPITATION! ,3.4--ISOPLUVIALS OF 1Q-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES o 1 2 3 '" 5 6 7 8 Miles 1: 300,000 ---7-=::------- I "\'=-'- "'--) --~""1» ~< ,7-- ( / '-0--/ if'--' 4.C KIN G C 0 U N T Y. WAS H I N G TON. SUR F ACE W ATE R DES I G N MAN U A L FIGURE 3.5.1F 2S-YEAR 24-HOUR ISOPLUVIALS \ . , , = .. \ 3.4 ISOPLUVIALS OF 25-YEAR 24-HOUR TOTAL PRECIPITATION IN INCHES a 1 2 3 • 5 6 7 8 Miles 1: 300,000 3.5.1-11 ( )! } ~~" ..... S.s ) Sq·· ( 4,5 '/1"""-.' __ ___ _ , . lj.Jt .. ..:. ~~-:::::f 1/90 KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L FIGURE 3.5.1H lOO-YEAR 24-HOUR ISOPLUVIALS ( 1I\1\..YEAR 24-HOUR PRECIPITATION I ,-. ~ ... -ISOPLUVIALS OF 100-YEAR 24."~~UR I TOTAL PRECIPITATION IN INC~ o 1 2 3 4 5 6 7 8 Mllfl 3.5.1-13 1: 300,000 1190 Me PROJECT: SUBJECT: REVISION # : MCCANN ENGINEERING, INC. CIVIL & SJRUCTURAL ENGINEERING MICHAEL P. MCCANN s.E. DATE: / / BY: I REVISION DATE: / / I REVISION SUBJECT: fUTU{U~ AIledtQ: 5Z~ im~.Mr¥-. J 282 1 -49111 DR. S.E. EVERE1T. WA. 98208-9621 OFFICE.' (425) 337-5075 Email: rruquared48@yahoo.com PAGE: JOB NO: 1..AP.AJ1~ @.~f)< /'00 --41l13~@~= 90 ((f)fJerv~ e,.9-'Y/'oo.t::: ~)L~e C;U== ?e MCCANN ENGINEERING, INC. Me CIVlL & STRUCTURAL ENGINEERING MICHAEL P. MCCANN S.E. PROJECf: DATE: / I SUBJECf: BY: REVISION # : I REVISION DATE: I I I REVISION SUBJECf: T~ 1$~ d~ ~ 5':::.0/, K-==-II V~~~ .. 1\V:;;):::/./~ -,-~ Lfoo V ~ 4~ (J, 1) == , 6b Ml/J 12821-4rj111 DR. S.E. EVEREIT. WA. 98208-9621 OFFICE: (425) 337-5075 Email: m3quared48@yahoo.cam PAGE: JOB NO: Me MCCANN ENGINEERING, INC. CIVIL & SlRUCFURAL ENGINEERING MICHAEL P. MCCANN S.£. PROJECf: DAlE: / / SUBJECf: BY: REVISION # : I REVISION DAlE: / / ~ ==-;/'0 ~@ S::=-.ol; !L= 11 'V;:: 17 (r:;;!) ;;. /, 7 PI>.f T~ 1% (f,7)~ ~31 m,v 7qy :: If I f);;:J~ /':; 0/) ~ -:. ~/ (Z~f}) T=.12-/Y1/v ~::;: /("~) 1--=.,01/ ~/7 -V:; 1,7 f7J:J P-=-rwf;.7)=,/JrrJ/~ Icfp-:. lo'fJ~/ J~/O~ f:::== ~/ ~Z,/~ P 1tjw;(;,V -::: ,~rYI1JIU I REVISION SUBJECT: 12821-4917i DR. S.E. ~, HVA. 98208-9621 OFFICE: (425) 337-5075 Email: M!quared48@yahoo.com PAGE: JOB NO: ~, ~ .__ f. 'l-~ ,~ ~ c -; 0 9 I E Ic--Fv\;;;:' t,,(P'lt-.. bf' f,02-~+.1 J-r. 37 f-./1.--T. J ~.f-; 08" = !If 7 fYI/V. -\\-:::. -b O. "1'" : 1 J " I 1- L,1 1'1 ,I ~\ " '" :rx ( 0-c'" ~: ",-< '"" ~ :'1" co . ;;..~..:; 1 - --: ~, \ "'I'.Ii."Tnt .. Dn .... n REV." I DATE: Ii \~ r ~-~ t.~, .. ",· f I , II 1\ MCCANN ENGINEERING INC. CmL'" STRUCTURAL ENGINEERING MICf/AU r. MCCANN SF -----------;~ J .... S~' J _4V"1 0/\ S r FIEII.Fn: IIA QS.'''''·vo:! orner, FA' (./."5) .I.i~ 5!J~' ._----,-----------_.-- r-1'_R_O_Jr:~:C~l~: _______________________________ ~D~A~T~E~·--------~~I'~A~l;~F_· _______ _ ,IIIIJEe,.: IIY: J(lB Nl\ 'I ;"tJ I J I 1-' (,) 1'1 r'l :? r'l Z -4 \J r J> Z / r " i : , , PROJECT: SIIIIJI'CT: -'~q!, t -\ 1 __ 1,; ~~ r~ ," 1= --i MCCANN ENGINEERING INC. CIVIL & STRUCTURAL ENGINEERING MICIIAEL P. MCCANN Sf. DATE: ny: r~) -~-----r'~ 11S)/ . .Jv71l OR S r.- FlFRFTT.1I'.4 Q,I'it/S'''":1 (IFFhT F .. IX (4.'.\) 33 ;-.. ~I) '.' I'At;L. .1<111 NIl KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L ( TABLE 3.5.lC "D" AND "k" VALUES USED IN TIME CALCULA nONS FOR HYDROGRAPHS ( ,t 'r 'n,' Shool Flow Equallon MaMing·. Varuea (For the InlIIal 300 It altravel) SmooIh sur1acas (conc,ete. aapNII. gravel. or bere hard packed 101) Fallow 1iek:1. or 100M aoI surface (no rMldua) Cultivated 101 wilh ,esldue CO<IfII ( • < -0.20 11/11) Cultivated aoI _h ,esldue c:ov. (S> 0.20 11/11) Shan pi'airie g'ass and lawns Dense gr ..... Bermuda gra .. Range (natural) Woods or lor8$l wtlh light und8fbru5h Woods or lor8$l wilh den .. undertltuah 0Mannlng values lor IhMlIIow oRy. from o-ton end MeIIdowa 1117S (s.. TRoM. IS111S) .... Velues UNCI In Tre .... TlmefTlme aI Concenlflllion Cek:Uatlonl ShaII_ Concenlrated Flow (Aller !he ~ 300 I\. 01 "'"' 1Iow. R -0.1) 1. Forest wtlh heavy ground IIIIM end IIIMdoNa (n-0.l0) 2. Brushy ground wlh _ 11_ (n -0.060) 3. Fellow Of minimum IIIage eUtMItIon (n -0.040) 4. HIgh grass (n -0.035) 50 Shott grua. palure end Iewna (n-O,03O) 6. Neerty bere ground (n-O.025) 7. Paved end graveI_ (n-0.012) Charvl8l Flow (Iniermillenl) (AI the beglnning aI vIaitlIe c:hanneIa: R -0.2) 1. Foresled swale with heavy ground lilter (n -0.10) 2. Forestod dtainage coutS_l,avlne wlh defined channel bed (noO.05O) 3. RocI<-IIned wat_ay (no O.035) 4. Grasaecl waterwey (n-O.03O) 6. CMP pipe (n-0.024) 7. Conc'lIIe PIpe (0.012) 8. 0I1vtr waterway. end pipes Channel A_ (Continuous IIreem. R -0.4) 9. Meendering stream wtlh some pool. In -0.(40) 10. Rock~lned streem (n-O.035) 11. Grasa~1ned sl'eam (n -0.030) 12. 0I1vtr IIr88ml. man-made Channell end pipe 00s.. Chapler 5. Table S.l.6C lor eddl\orwl MaM/ngI'n' valun lor open channell 3.5.2-7 n,' ~ 0.05 0.06 0.17 0.15 0.24 0.41 cY 0.80 3 5 • , 11 13 27 5 10 15 17 20 21 42 O.508/n 20 23 27 0.807/n'o < ,~ 1,90 ! MCCANN ENGINEERING, INC. Me CIVIL & STRUCTURAL ENGINEERING MICHAEL P. MCCANN s.£. 12821-4~ DR. S.E. EVERETT. WA. 98208-9621 OFFICE: (425) 337-5075 Email: lruquared48@yahoo.com PROJECT: DATE: I I PAGE: SUBJECT: BY: JOB NO: I REVISION DATE: I I ~ _____ ...L.. I REVISION SUBJECT: REVISION # : :2. ~o 10 Z.'t Z'} 3.</ leD 3.' ~~ z 2.D It:::> :l.&J '2\ 3,cf leo 3,9 Tc.~211o Afl~ /Nf>vr /{I}~ ----P7~ A-Cf../ . ,.,~ g~ .,07 9f5 CHAvz.~ T~ g,4-l {f\IU rD. r'lts 'to .. Sz. '6 ~2r c.t+f9J 10 fZ ~ cttfLJ2..SF '7'1-= so CrlftM a::> F-. ,M ~ - \ F fj FU7W <. S ct=-.s I ~) J..O O~r:nJ ~ t· , t?T: ttJ;:>. .?~ <. ~ No Di2-TE.N rrOf(( (22 QU(\2£D· { '/ v. ~. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN "'1 ~n h~ 1 . ·f'n~ '~;j-' .; :1:. (-) l ~:~. "~'i " ~. ~ ~)~ ;, ~ 't.) . .] n" Q ,I &~~ '(h\ I~ '" r (~ " f. t, "!() TI , ' I ~J i I 'C) " \1 N -'-I ~ , \~' I ~. 1 , ,~u1t ~ , [I. \1Q 0 ~~ \; Dr ~ (~ ~~<! ~,,~ VI~ ~ ~ 8 ~ \1 l! .--~ t" ~ )(- ::J ~~ 0 ~ ~ 0 ~~ 0 8 0 8_ °0 MCCANN ENGINEERING INC. CIVil. & STRUCTURAL ENGINEERIN(' MICHAEL r. MCCANN SE " ~ '::' ;. ~(. I~ i, J.'J,'''::J_./lJ11I 1)'" S I. FIIRF1T 11< OS.'''8· 0(,: 1 ",,/l'r: 1..1\ ,.J:.~J q~ .. ~iI·~ PROJECT: DATE: PAlii r-------------+..:::.:..:..::::.---.--+~------.-.. SIIIlJlTT. ./(11\ Nt) I Me PROJECT: SUBJECT: REVISION # : h= i) - \ \ JtI Z' :cd MCCANN ENGINEERING, INC. CIVIL & STRUCTURAL ENGINEERING MICHAEL P. MCCANN S.£. DATE: BY: / / k 110. fa J 282 J -49m DR. s.£. EVEREIT. WA. 98208-962 J OFFICE.' (425) 337-5075 Email: m.Jquared48@yahoo.cam PAGE: JOB NO: ~~ JL ~? .o'3S~ .01 /U) • I l (,. '-.ol31 ' l...L.. "11 ,0G:. A..-O ~ro Z. 10 ~ ~ IS.=-. 'fa'" /t-D o/:J 2' .. 'l,O • I I ,=-, b .ol31 . ~ 1 l , cPJ A.O Z.'S \ t 30 ~ l2-llf-. \.. .c4e/? . S7~ 1 I '2,,3 ~ 2.'5 • ~ ~~ ,\'$1--(3.1 ,o)'l.O .(P~f5 • w ~'.. ~ ~f~ ~Iwt'{)~ '2--efoMe/ ~:tV ( Me PROJECT: SUBJECT: REVISION # : MCCANN ENGINEERING, INC. CIVIL & SIRUCTURAL ENGINEERING MICHAEL P. MCCANN S.E. DATE: BY: REVISION DATE: I I ~veJOct~' -O~,,»II a.. D e f-h I c"%-l, 00 y~ 7 :;. \Q+ 2 a+~ I~ h '" Z~S 1282 J -49111 DR. s.E. EVEREIT. WA. 98208-9621 OFFICE: (425) 337-5075 Email: m3quared48@yahoo.com PAGE: JOB NO: '" .>1 (I.oon,S") "Z. 1.1 S'> _ • ZSo6 ~,7+2G,d)"l.+:~3~fh; 4,t,ob- V :;:. -' : ~~ (z;)o<;) "/l (,o~ ""-= • z. 4' tB .:::_15 C-f?:r bl?- ::> - v * ~ D~ lLP~ ~ - , I'D ,02-7'5;" .oOUf' c{fdp"!; ,,5 =) WiLL-tWA? ~ ,el!> ,ol~ 10).3 ,OOl\..-~oo~ \t~( I~ -~ -~, ~ col (4'1:1 ,oot> ~ I o~°'1 ,~~ VV ( ,. Me PROJECf: SUBJECf: REVISION # : D,Q:> ~.o8 MCCANN ENGINEERING, INC. CIVIL & STRUCTURAL ENGINEERING MICHAEL P. MCCANN S.£. DA1E: Cj' / 2---7 / Dr' BY: I11ftn 12821-4fiIH DR. S.E. EVEREIT. WA. 98208-9621 OFFICE: (425) 337-5075 Email: nuquared48@yahoo.com PAGE: JOB NO: or--('tzJ / I REVISION SUBJECf: I f>w i -- \ L.::::: 3 , 1/-(, ~ STEADY PNIFORM FLOW IN OPEN CH.ANNELS 7-17 Values of n to Be Used with the Manning Equation Surf.ee Beot Good Fair B.d UDeDat.d eut·irea pipe .....•••••.•••. 0.012 0.013 0.014 0.015 Co.ted cut·irOD pip •......••..•.••••• 0.011 0.012' 0.013' Comm.rcial .. rou;ht·iroD pipe. black ... 0.012 0.013 0.014 0.015 Comm.rcial ..,-ou,',L-iroD pipe. &aI ..... 0.013 0.014 0.01S 0.017 DiJed _....... .... . .....•••• Smootb bru. aod ,I .... pipe .•........• 0.009 0.010 0.011 0.013 Smootb Jockbar and .. ·.Ided "00" pipe 0.010 0.011' 0.013' Ri ... t.<l ..,d .piral.t.ol pipe ..••.• , .•.. 0.013 0.015' 0.017' Vitrified ...... pipe ................... { 0.010 } 0.013' 0.01S 0.017 0.011 Common day draiDaCt til •............ 0.011 0.012' 0.014' 0.017 GI ••• d brick.ork .•.........•....••.. 0.011 0.012 0.013' 0.015 Brick iD eem.nt mortar; b!ick ......... 0.012 0.013 0.015' 0.017 Neat cem.nt .urfaca ................. 0.010 0.011 0.012 0.013 Cement mort&r lurl.eee ...•.•...•.••. 0.011 0.012 0.013' 0.015 CoDerete pipe ...••.•........•....•.. 0.012 0.013 0.015' 0.016 Wood .tove pipe ..................... 0.01l> 0.011 0.012 0.013 Plank Flum .. : Planed .......•.•.................• 0.010 0.012' 0.013 0.014 UnploDed ....••................•.. 0.011 0.013' 0.014 0.015 "With batteDI ...................... 0.012 0.015' O.OHI CoDerete-lined ebanDel •............... 0.012 0.014' 0.016' 0.018 ~meDt·rubble .urlace ................ 0.017 0.020 0.025 0.030 Dry·rubble .ur/ace ................... 0.025 0.030 0.033 0.035 Dr .... ed· .. hlar .urlace .....••......••. 0.013 0.014 0.015 0.017 Semicircular met.1 flum .. , .mooth ...•. 0.\111 0.012 0.013 0.015 Semicircular meW lIumes, eorrUlated .. 0.0225 0.025 0.0275 0.030 C.nw aDd Ditchee: Earth, .traicbt aDd uniform .••...... 0.017 0.020 0.0225' 0.025 Rock cut., .mooth aDd uDiform ...... 0.025 0.030 0.033' 0.035 Rock cut., jaClled .Dd irrecwar ...... 0.035 O.~O 0.045 WiDdiD! a u'~h caDala ..........••• 0.0225 0.025' 0.0275 0.030 DredJ.. eart ehaDDela .......•.•..• 0.025 0.0275' 0.030 0.033 Can with rouch .tODY bed., .. -eeda OD earth baDu .....•.....•...... 0.025 0.030 0.035' 0.040 Eartb bottom, rubble sid ............ 0.028 0.030' 0.033' 0.035 Natural Stream ChaDDela: (1) CluD, atraieht baDk, fuU atace, DO 0.033 rifu or d •• p poor. ............... 0.025 0.0275 0.030 (2) Same .. (I), but aome weeda &lid ~.035 .tODeI .••••••••••••••••••••••••• 0.030 0.033 0.040 (3) WiDdiD,. 80me paola .Dd ahot.la, CIo.D ........................... 0.033 0.035 0.040 0.046 (4) 8ame u ~3), lower ata, .. , more ineffective. ope and lectio.D.I ...•••• 0.040 0.045 O.OSO 0.055 (5) Same u (3), aome weed. &lid .tODeI .••..•..•••••••.•.•••••••. 0.035 0.040 0.045 0.050 (6) Same .. (4), .tODY acctioD.l ....... O.!HS 0.050 0.055 0.060 (7) Sluuiab rinr reach .. , rather weedy or witb .-ert deep paola ...... 0.050 0.060 0.070 0.080 (8) Very .. eedy reac ee ............. 0.075 0.100 0.125 O.ISO --- • V t.Iuee eommoDly u..ed iD de8ianinl:. ....... STEADY UNIFORM FLOW IN OPEN CHANNELS 7-3 the two sides of • canal. orten the uphill side of an earth canal will have a steeper slope than the downhill side. As indicated in Fig. 7-2a, D is the maximum depth of water and b is the...bottom-widtb~ canal. The area of the ~'''-'--T-' _. :----::.-:.~ ~------:.-:::=-------... _-,--_ .. ---_. -:;.. I . -~: o (e) Triangulor, (e) Parabolic' FIG. 7-2. Simple forms of channel sections. trapezoidal section is a co eD + bD and letting and then e ,= D D :r-b" a -(I +D D' The wetted perimet~[~ ~2(e'+DI~ -_._-------. or substituting for band e as above, p-n+2(tl+l)~]D Then (7-1) (7-2) (7-3) (7-4) (7-5) (7-6) liz + t II t> ... + 2(,1 + l)IiJ D -C,D (7-7) Values ~~ of % and, are presented in Table 7-L The top width is T -b + 2e -G + 2z) D (7-8) ~ @ ~ til o q z .. :u:: ~ ~ til ~ o ~ ...... ...... ~ ~ til ~ @ til q ttl ~ g ~ ~ til q o ~ ...... ...... ~ ~ (J ~n ~ ('"'} i ~~ ~~ ~~ Q~ t;1 ~t-. t!j ~~ ; t!I!J Z G'"} ~~ ~ ~ ~ C) ~ ra~;:; ~~~~ !~~~ '9·51 S~ i~~ ~ &t:~~ ~~~~ :::-~~ ~ ~ ~ ~ MCCANN ENGINEERING, INC. Me CIVIL & SfRUCTURAL ENGINEERING 1282 J _49171 DR. s.£. MICHAEL P. MCCANN s.£. EVERETT. WA. 98208-962 J OFFICE: (425) 337-5075 Email: m3quared48@yahoo.com PROJECT: DAlE: / / PAGE: SUBJECT: BY: JOB NO: REVISION # : REVISION DATE: / / I REVISION SUBJECT: STEADY UNIFORM FLOW IN OPEN CHANNELS 7-33 7-34 HANDDOOK OF HYDRAULICS Table 7-10. Values of K in Formula Q _ !i DJi,~ for Table 7-10. Values of K in Formula Q _ !i. DJi,,~ for n n Trapezoid&! Channels Trapezoidal Channels (Continued) D -depth of _tar • -bo~tom width of chaDDe) D -dep~h of _tar • -bo~tolD wid~h of ohaRe) D Sid •• Iop_ of channel. ratio of bori.ool&! '0 y.rt.io&! Sid •• Iop •• 01 ohannel. raUo of bori.on~ to yuIJo&i D ~ Ver-)i-I H-l ~-1 1-1 IH-l 2-1 2H-~ ~ Ii Ver-Ue&! '-1 tic&! )i-I H-l ~-1 1-1 IH-l 2-1 2H-l 11-1 '-1 ------I---t---------.01 1411.7 147.2 147.11 148.0 148.3 148.8 1411.2 140.5 140.11 150.5 .46 2.09 2.48 2.SS 3.18 3.48 4.04 4.55 ~.04 6.~2 11.47 .02 72.4 72.11 73.4 73.7 14.0 H.~ 74.11 7:1.3 75.8 76.3 .47 2.0.1 2.42 2.78 3.12 3.42 3.07 4.40 4.08 6.41} 6.41 .03 47.6 48.2 48.6 411.0 411.3 411.8 60.2 60.6 60.9 ~J.II .48 1.118 2.36 2.72 3.06 3.36 3.111 4.43 4.02 6.40 1I.3~ .04 36.3 36.8 36.3 38.6 311.11 37.4 37.8 38.2 38.6 311.3 .40 1.02 2.31 2.67 3.00 3.30 3.SS 4.37 4.811 6.34 6.211 .06 27.11 28.4 28.11 211.2 211.6 30.0 30.6 30.11 31.2 32.0 .60 1.87 2.26 2.61 2.94 3.26 3.80 4.31 4.81 6.211 II.:U .06 23.0 23.6 23.11 24.3 24.6 25.1 25.6 28.0 26.3 27.1 .51 1.82 2.20 2.66 2.89 3.111 3.75 4.26 4.75 6.24 11.111 .07 111.11 20.0 20.4 20.8 21.1 21.6 22.0 22.4 22.8 23.11 .62 1.78 2.18 2.ln 2.84 3.14 • 3.70 4.21 4.70 5.111 8.14 ! .08 16.8 17.3 17.8 18.1 18.4 18.11 1:1.4 111.8 20.2 21.0 .63 1.73 2.11 2.411 2.711 3.011 3.116 4.111 4.116 6.14 11.011 .011 14.8 16.3 16.7 16.1 16.4 16.9 17.4 17.8 18.2 111.0 .64 1.69 2.06 2.42 2.74 3.06 3.110 4.11 4.61 5.09 11.04 .10 13.2 13.7 14.1 14.' 140.8 16.3 16.7 16.2 111.11 17.4 .66 1.66 2.02 2.37 2.70 3.00 3.66 4.07 4.56 5.06 6.00 .11 11.83 12.33 12.76 13.11 13.42 13.11 14.4 I·U' 15.3 111.1 .56 1.61 1.118 2.33 2.66 2.116 3.51 4.02 4.52 5.00 5.116 .12 10.73 11.23 11.116 12.00 12.31 12.8 13.3 13.8 14.2 16.0 .67 1.67 1.94 2.20 2.111 2.112 3.47 3.98 4.48 4.06 6.02 .13 11.80 10.211 10.71 11.06 11.37 11.11 12.4 12.8 13.3 14.1 .M 1.63 1.00 2.25 2.57 2.87 3.43 3.04 ".44 4.92 5.88 .14 11.00 11.49 11.111 10.26 10.57 11.1 11.6 12.0 12.5· 13.4 .511 1.50 1.86 2.21 2.53 2.84 3.39 3.90 4.40 4.88 5.84 .15 8.32 8.80 11.22 11.67 11.88 10.4 10.11 11.4 11.8 12.7 .60 1.46 1.83 2.17 2.50 2.80 3.36 3.811 ".36 4.84 5.80 .16 7.72 8.20 8.61 8.116 11.27 11.81 10.29 10.75 11.20 12.1 .61 1.43 1.79 2.14 2.46 2.76 3.31 3.83 4.32 4.81 6.711 .17 7.19 7.67 8.08 8.43 8.74 9.28 9.77 10.23 10.68 11.6 ,62 1.40 1.76 2.10 2.43 2.73 3.28 3.79 4.29 4.77 5.73 .18 6.73 7.20 7.61 7.96 8.27 8.81 11.30 9.76 10.21 11.1 .63 1.37 1.73 2.07 2.39 2.119 3.24 3.711 4.25 4.74 6.70 .10 6.31 6.78 7.19 7.64 7.85 8.39 8.88 11.3-1 9.80 10.7 .64 1.34 1.70 2.0-1 2.36 2.66 3.21 3.73 4.22 4.71 6.66 .20 6.114 6.40 6.81 7.16 7.47 8.01 8.60 8.97 11.43 10.3 .611 1.31 1.67 2.01 2.33 2.63 3.18 3.119 4.111 4.88 6.113 .21 11.110 11.06 6.47 6.82 7.12 7.67 8.16 8.63 9.011 10.~ .66 1.28 1.64 1.98 2.30 2.60 3.15 3.66 4.16 4.11-1 5.60 .22 11.30 5.76 6.18 11.51 8.82 7.36 7.86 8.33 8.79 11.7 .87 1.26 1.61 1.95 2.27 2.67 3.12 3.63 4.13 4.81 5.57 .23 6.02 6.48 5.87 6.22 6.63 7.08 7.58 8.05 S.61 9'n .68 1.23 1.58 1.92 2.24 2.5-1 3.09 3.60 4.10 4.59 6.64 .24 l·77 6.22 6.62 5.116 6.27 6.82 7.32 7.79 8.26 9.1 .69 1.21 1.56 1.89 2.21 2.51 3.06 3.58 4.07 4.56 6.51 .26 .64 4.118 6.38 6.73 11.04 6.68 7.08 7.511 8.03 8.11 .70 1.18 1.63 1.87 2.111 2.48 3.03 3.66 4.04 4.53 6.49 .26 4.32 4.77 5.16 5.51 6.82 6.37 6.87 7.35 7.81 8.74 .71 1.16 1.51 1.84 2.16 2.46 3.01 3.62 4.02 4.50 6.411 .27 4.13 4.67 4.96 6.31 5.62 6.17 6.67 7.15 7.62 8'n .72 1.14 1.48 1.82 2.13 2.43 2.98 3.60 3.99 4.48 5.44 .28 3.96 ".38 4.77 6.12 5.43 5.118 6.48 8.96 7.43 8.3 .73 1.12 1.46 1.79 2.11 2.41 2.96 3.47 3.97 4.45 5.41 .29 3.78 4.21 4.60 4.115 6.25 5.81 6.31 8.79 7.26 8.1 .74 1.10 1.44 1.77 2.09 2.38 2.93 3.45 3.94 4.43 6.311 .30 3.112 4.05 4.44 4.78 6.09 6.64 6.16 8.63 7.10 8.04 .76 1.08 1.41 1.75 2.06 2.36 2.111 3.42 3.92 4.41 6.36 .31 3.48 3.00 4.2D 4.63 4.04 6.40 8.00 6.48 6.06 H~ .76 1.056 1.30 1.73 2.04 2.33 2.88 3.40 3.00 4.38 5.3-4 .32 3.34 3.77 4.\5 4.411 4.80 6.35 6.80 6.34 6.82 .77 1.037 1.37 1.70 2.02 2.3\ 2.86 3.38 3.87 4.36 5.32 .33 3.21 3.64 ·1.02 -I.3t! 4.67 5.22 6.73 6.21 6.69 7·~Z .78 1.018 1.35 1.68 2.00 2.29 2.8-'. 3.35 3.85 4.34 5.30 .34 3.09 3.61 3.80 -1.23 4.64 6.10 6.60 8.09 6.56 .70 1.000 1.33 1.66 1.97 2.27 2.82 3.33 3.83 4.32 5.28 .35 2.98 3.40 3.78 4.12 '.43 4.98 6.49 6.97 0.46 ~:gii .80 .982 1.31 1.64 1.95 :a.25 2.80 3.31 3.81 4.30 6.26 .36 2.88 3.29 3.67 4.01 4.31 4.87 5.38 5.86 6.34 7'I~ .81 .965 1.30 1.62 1.93 2.23 2.78 3.29 3.79 4.28 5.2-1 .37 2.78 3.19 3.57 3.90 4.21 4.76 5.27 6.76 6.24 7.~~ .82 .949 1.28 1.60 1.92 2.21 2.76 3.27 3.77 4.26 5.22 .38 2.68 3.00 3.47 3.81 4.11 4.tl7 5.17 5.611 6.14 7.0 .83 .!l33 1.20 1.59 1.90 2.\9 2.7-4 3.25 WI'·" 5.20 .39 2.59 3.00 3.38 3.71 4.02 4.57 6.08 6.57 6.05 0.0 .84 .917 l.24 1.57 1.88 2.17 2.72 3.23 3.7J 4.22 6.18 .40 2.51 2.92 3.29 3.62 3.93 4.48 4.90 6.48 6.96 6.111 .85 .902 1.23 1.55 1.86 2.15 2.70 3.22 3.71 4.20 5.10 .41 2.-13 2.83 3.20 3.54 3.S.~ 4.40 4.91 5.40 5.88 6.83 .86 .887 1.21 1.53 1.84 2.H 2.68 3.20 3.70 4.IS 6.14 .42 2.36 2.76 3.13 3A6 3.77 4.32 4.83 5.32 5.110 6.75 .87 .872 1.20 1.52 1.83 2.1~ 2.67 3.18 3.G8 14.17 5.12 .43 2.20 2.68 3.05 3.38 3.69 4.24 4.76 5.25 5.73 o·~Z .88 .858 1.18 1.50 1.81 2.10 2.65 3.10 3.66 4.15 6.11 .44 2.22 2.61 2.98 3.31 3.62 4.17 4.68 5.17 5.66 .89 .8-14 1.17 1.40 1.79 2.09 2.63 3.15 3.6~ 4.13 5.09 .• 5 2.16 2.55 2.91 3.2-1 3.65 4.10 4.61 6.11 6.69 ::~ .00 .831 1.15 1.47 1.18 2.07 2.02 3.13 3.63 •. 12 6.08 . , '( KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE ROE S I G N MAN U A L TABLE 4.3.6A ROCK .pROTECTION AT OUTFALLS Discharge Velocity F,EQUIRED PROTECTION At Design Flow (fps) Greater Less than than or equal to 0 5 5 10 10 20 20 N/A Type Rip Rap· Rip Rap·· Minimum Dimensions Thickness 1 ft. 1 ft. Width Diameter + 6 ft. Diameter + 6 ft. or 3X dia., whichever is greater Length 8 ft. or 4X Dia. whichever is greater 12 ft. or 4X dia. whichever is greater Gabion Outfall 1 It. (As required) . (As required) Engineered Energy Dissipator Required Height Crown + , ft. Crown + , ft. Crown + 1 ft. * Rip rap shall be in accordance with section 9-13.1 of the WSDOT /APWA Standard Specifications. Rip rap to be reasonably well graded with rock gradation as follows: •• ;Passing 8 inch square sieve 100% } or f Maximum stone size 8" Passing 6 Inch square sieve 40-60% or Medium stone size 6" Passing 2 inch square si,ave 0-10% or Minimum stone size 2" Rip rap to be reasonabl) well graded with rock gradation as follows: Maximum stone size 24' (nominal diameter) Median stone size 16" Minimum stone size 4" Note: Rip rap sizing governe(1 by side slopes on outlet char .. lel, assumed to be ~ 3: 1. 4.3.6-3 l.~O ( '( ," ! HEIGHT KING COUNTY BUILDING ROCKERY For flat backslope, surface should be impervious a sloped to drain. 6 6 ~ 6 AND LAND DEVELOPMENT STANDARDS 6 6 6 6 6 ~I----Free-drainin9 backfill (malt. 5-1. fines min. a" wide layer of 2"-4" quarry spoils adjacent to rockery. (malL 10') -See NotH 1-3 for permit a certlflcat ion requirements. 6 6 6 ~ ~ ,_---Stable cut face in native material (see Note 7). ~_--I" (or lell) diameter washed Qravel; min. 6" caver over pip" min. 2" gravel under pipe. Min. 4" diam. perf. pipe; min. 11If. continuous slope to outlet, pipe alor cut face lined with filter fabric (Mlrafl or equivalent). GENERAL NOTES 1. Rockeries 4' and over in height require a building pe~it. 2. For rockeries between 4' and 6' high, the installer or contractor shall provide a letter to the building inspector prior to final inspection certifying that the subgrade and drainage have been prepared in accord \vi th these standards. 3. Rockeries 6' and over in height require engineering supervision by special inspector CUBe 306b) , which at minimum shall consist of inspection and written certification of subgrade, placement of base course and drainage, and finished rockery. ~. Rock shall be sound and have minimum density of 160 pounds rer cubic foot. 5. The long dimension of all rocks shall be placed perpendicular to the wall. Each rock should bear on t\"O rocks in the tier below. No roadways or parkinv tots in this Grea. r--_~r. .'. I '.' :<',,:,,:,,: ::: \;.:;.;:~" . I r.:-"". ..' ". . . . .:2:.:..J . 1/: .' '. -';" 2 "/'::~ .. ;:': .;, No footlnvs of structures ,. ... ,.~ (includino other ro::kerie.) . . may beer in .tlppled area. PLACEMENT OF ADJACENT STRUCTURES 6. Improved walking surfaces above and ad- jacent to rockeries over 30" in heigl:' shall be protected by a guardrail conforming to UBe 1711. i. Rockeries are erosion-control structure not retaining walls. ~ative material must be stable and free-standing in cut face. 8 .. my deviation in des ign or in placement of adi3cent structures must be submit ted with the seal of a civil en~ineer currently licensed in the 5tJte-of lV[l.shi::~ton. DB 5/E ( / VI. SPECIAL REPORTS AND STUDIES ( , ., I VII. BASIN AND COMMUNITY PLANNING AREAS I Jl I J' , q II ',I ,I \,1.) " .( I · • § · ! ,.' :=' . . - .7' ;:l-_.~ ; J .~, " ,./ ....-. . ~., ~~ ~ ,Mal",. ~"- ~Lrt:nto.v ' I ' G/!e-EN 121veR-&.J/"/ . -~. - "~~~ -------~~- RIVER ,.,~ASIN -=f.. • 'J \.:::; ~ l~-: r'"~ p -'\:_. • -c-~ .. ~' "'v _ -: .~. BASIN ~'''''::~-:~:-/~-''' '-. , \ .... ~-;: ~--:::-:-:.:.. f'-~~ i . ~'--\'-- "'-,,-,' ~ ...... : ...... '\,. ~ '\ "", / ) _ (' c' '. RIVER= • c • , ~ . -BASIN- ..... -=.,) -~- .~~-. ... ,r -.... ~- , .. \.' ;~ -,';.,-. Figure 2 DRAINAGE BASINS Kino Count'.' 1985 Major Basin Boundary Sub-Basin Boundary SourCll' KIf'IfiJ County S.n,it~ Art" ~ Folta, W.,Wndt SUPClllm'l"'l o 1 l .. !> 6 1 )00.('<0:' t, ( I ,) ( VIII. OTHER PERMITS MCCANN ENGINEERING, INC. Me CIVIL & SIRUCTURAL ENGINEERING 1282 J -491"" DR. S.E. MICHAEL P. MCCANN s.£. EVEREIT. WA. 98208-962 J OFF7CE: (425) 337-5075 Email: 1ILJquared48@yahoo.com PROJECf: DATE: I I PAGE: SUBJECf: BY: JOB NO: REVISION # : I REVISION DATE: I I I REVISION SUBJECT: . TH-/s Sf::C[; 0 "'-} NO! USf3:;-P : ---- ( ( IX . . ~ EROSION/SEDIMENTATION CONTROL PLAN 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 • . , ( 11. 12. 13. GENERAL CONSTRUCTION SEQUENCE Pre-construction meeting. Install siltation fence as indicated on TESC plan. Install gravel construction entrance. Remove any vegetation or undesirable material. Place fill material and rough grade. Install biofiltration swale. Final grade. Inspection of final grades by county engineer for conformance with stormwater system design. Pave. Remove silt fences. Clean silt, dirt, and debris from A/C paving area. Prepare and submit as-built drawings. If the grades do not prove to slope to the head of the swale so that the water drains freely, then the deficient section of A/C paving must be removed and replaced. ~~~ t·- '" r ~~_J.T.f_~._ U::;T '" (1~) '" --.~ I! I.~ " ... 6" IMINl IIf'"""nll};d. iii EXISTING -;;;: CflrCH BRSlt!?!:!.. lXISTING PIIVEffltHT MIRflFI 140·f{ FlUEf! FABRIC. FIIBRIC SHfI{L BE IrlSPfCrfO DAtLi OURING COriST/wenOrlllriO ClElil/to "" OR REPLflCEO liS RfflUiRfD. INTERIM GRATE PROTE.CrtDtI fOR EXISTING f.'.B.s ff rS .~ 1 ~1~ r-... ·I~L~. E'e I I~ I :-ili I r 'I .'~ I un .. : I~ ! ~ I: ~ .2'~~_ ~ '1 I , I Ii I I -~ .... ~ ... J~ r -~r-j:-~--7 -r I I ~-----~---:,J I I I I <I i ~~., i : ':~I'" , I. I ~I .' CO 5, un " I VI 1 ~, ~bll ~) ~I LDlli? : ~ , \ V.5~ CI o.Docsn 1 lOT II 1<: ;' B I XIi _a. I,tr (8.o'Jo sn I -II J',.,! ~~! _u : ~ I; .. _ ~-~~-,.~-~-I=-~~~=---1 ;-=-:.::.-----------: i -u -----~-~--~~-=-=----~~"T1:~v~~1BQCS'L ~ t~ ~ -- ---- --~ _____ 1~ _:=-..::~ __________________________________________ --! -~S: PcAN ~~ 1 I i I-l-- cJ Z - ~. -::: ~ ~. ~ .~ ,~8 ~ ~ -r_ -=...,. :; '. ~ .J". :- '" ''; z2:: ~f!: '" I~~~ "-v. ~t: ~~ '< '< z~ .., Will:: v z~ ~ '"' Z~ '-<'" --'" u~ ~ u;::: ,.. ~t; ~ "" () 1 ;:: I I ;; !---+- 1= ~I ~ 'TI ~II ~ ~ _ u ::;:. ~ ? :; ~ V. '/ ., ( ( B" VDH&T 11 ---Coarse Aggregate (1"TD ro? , Z·~Z" 14 6A.We.l.OE..D W1ee:. FA6e.I'-~ EClUAL GRAVEL CONSTRUCTION ENTRANCE I "j KIN G CO U NT Y, WAS H I N G TON, SUR FA C E W ATE ROE S I G N MAN U A L KING COUNTY STANDARD PLAN NOTES The standard plan notes must be Included on all plans. At the applicant's discretion, notes which In no way apply to the project may be omitted; however, the remaining notes must not be renumbered. For example, If General Note #3 were omitted, the remaining notes should be numbered 1, 2, 4, 5, 6, etc. GENERAL NOTES (1) All construction shall be In accordance with the KIng County Code (KCC) Road Standards (KCRS), and the KIng County CouncU's conditions of preliminary subdivision approval. It shall be the sole responsibility of the applicant and the professJonaJ civil engineer to correct any error, omission, or variation from the above requirements found In these plans. AU corrections shall be at no addltJonai cost or IlabUIty to KIng County. (2) The design elements within these plans have been reviewed according to the KIng County BAlD Division Engineering Review checklist Some elements may have been overtooked or missed by the BAlD Division plan reviewer. Any variance from adopted standards Is not allowed unless specifically approved by KIng County, prior to construction. (3) Approval of this road, grading, and drainage plan does not constitute an approval of any other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.). (4) Before any construction or development activity a preconstructlon meeting must be held between the BAlD Division's Development Inspection Unit, the Applicant, and the Applicant'. Construction Representative. (5) A copy of these approved plans must be on the job s~e whenever construction Is In progress. (6) Construction noise shall be limited as per KIng County Code (Section 12.88); normally this Is 7 a.m. to 10 p.m. weekdays and 9 a.m. to 10 p.m. on weekends. (7) It shall be the appllcant's/contractor's responsibility to obtain all construction easements necessary before Initiating off-site 'work within the road rights-of-way. (8) Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of KCRS Chapter 8 are submitted to the BALD .Dlvlslon's Development Inspection Unit three days prior to construction. (9) Datum shall be KCAS ~nless otherwise approved by the BAlD Division. (10) Groundwater system construction shall be within a right-of-way or appropriate drainage easement, but not underneath the roadway section. All groundwater systems must be constructed In accordance with Section Bl 3.02 of the APWA Standerd Specifications. (11) All utility trenches shall be backfilled and compacted to 95% density. (12) All roadway subgrade shall be backfilled and compacted to 95% density. WSDOT 2-06.3. (13) Open cutting of existing roadways is not allowed unless specifically approved by the BALD DMslon and noted on these approved plans. Any open cut shall be restored In accordance with KCRS 8.03 (B)3. N-1 If)O KIN G C 0 U NT Y, WAS H I N G TON, SUR FA C E W ATE R DES I G N MAN U A L ( (14) The Contractor shaJl be responsible for prov6dlng adequate safeguards, safety devices, protective equipment. ftaggers. and any ott)er needed actk>ns to protect the life, health, and safety ~ the public, and to protect property In connection wtth the perfl.Jl11l8llCe ~ woO< covered by the contractor. Any work within the traveled right-of-way that may Interrupt normal traffic now shall require at least one ftagger .or each lane ~ traffic affected. All sections of the WSDOT Standard Specifications 1~7.23 -Traffic Control, shall apply. DRAINAGE NOTES (1) Proof of IlabUIty Insurance shall be submitted to the BALD Division prior to the preconstruction meeting (KCC 9.04.100.0). (2) All pipe and appurtenances shall be laid on a properly prepared foundation In accordance with WSDOT 7-<l2.3(1). This sha!llndude leveling and compacting the trench bottom. the top of the foundation material, and any required pipe bedding, to a uniform grade so that the entire pipe Is supported by a uniformly dense unyielding base. (3) Steel pipe shall be galvanlz£ j and have asphalt treatment 111 or better Inside and outside (KCRS 7.03). (4) All drainage structures, suct-as catch basins and manhole:'>, not located within a traveled roadway or sidewalk, shall have solid locking lids. All drainage struc .tures associated with a permanent retention/detention facUlty s1\a11 have solid locking lids (KCrtS 7.03). (5) All catch basin grates shalll.onform to KCRS drawing nurr.':>ers 41,46,47, or 48, which Includes the stamping -OUTFALL TO STREAM, DUMP NO POllUTANTS-and -Property of King County" (KCRS 7.07). (6) All driveway culverts locatec within King County right-of-way 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 to mat.~h the side slope (KCRS 7.03(J». (7) Rock for erosion protection ';If roadway ditches, where required, must be of sound quarry rock, placed to a depth of 1 foot and must meet the follOWing specifications: 4--8-/40%-70% passing; 2--• 4-rock/30%-40% passing; and -2-rock/10%-2O% passing. Installation shall be In accordance with KCRS drawing number 51. . (8) Drainage outlets (stub-outs) 3hall be provided for each lnoividual lot, except for those lots approved for Infdtration by King Count ,. Stub-outs shall conform to he following: a) Each outlet shall be Sllitably located at the lowest eif'vatlon on the lot, so as to service all future roof downspouts and footing drains, driveway: , yard drains, and any other surface or subsurface drains necessary to render the lots suitalle for their Intended use. Each outlet shall have free-Howing positive drainage to an approved stormwater conveyance system or to an approved outfall ICMllion. b) Outlets on each lot sh..111 be located with a five-foot-ligh. 2-x 4-stake marked -storm-or -drain. -The stub-out,hall extend above surface level, be visible and be secured to the stake. c) Pipe material shall conform to underdrain specifications described In KCRS 7.04 and, If non- metallic, the pipe shaH contain wire or other acceptable detection. d) Drainage easements ii.a'e required for drainage system designed to convey Hows through Individual lots. N·2 1/90 '( KIN G CO U NT Y, WAS H'I N G TON, SUR FA C E W ATE R DES I G N MAN U A L e) The applicant/contractor Is responsible for coordinating the locatk>ns ~ all Btub-out conveyance linea with respect to the utlltles (e.g. power, gas, telephone, televIaJon). f) All Individual Btub-outs shall be privately owned/and malntalned by the lot home owner. EROSION/SEDIMENTATION CONTROL NOTES (1) Approval ~ this erosion/sedlmentatJon contra (ESC) plan does not conatItute an approwI ~ permanent road or drainage design (e.g. size and location ~ roads, .,.pes, reatrictora, channels, retention facUlties, utUIt~, etc.). I (2) The Implementation eX these ESC plans and the constructlon, maintenance, replacement, and upgrading of these ESC facUlties Is the responaJbilty c:A the applicant/contractor unt. all construction Is approved. I • (3) The boundaries of the dearing limits shown on this plan shall be dearly flagged In the fleId prior to construction. During the construction period, no disturbance beyond the flagged dearing IImIta shall be permitted. The flagging shall be malntaJned by the applicant/contractor for the duration c:A construction. (4) The ESC facUlties shown on this plan must be ~ed In conjunction with aJl dearing and grading activities, and In such a manner as to Insure that sediment laden water does not enter the drainage system or violate applicable water standards. (KCC 9.04.020 AA. KCRS 7.09 D). I , (5) The ESC facUlties shown on this plan are the minimum requirements for anticipated site condltlona. During the construction period, these ESC facUlties s~1 be upgraded (e.g. addltJonaJ sumps, relocation ~ ditches and sit fences, etc.) as needed for unexpected storm events (KCC 9.04.090 B2). I (6) The ESC facUlties shall be Inspected dally by the applicant/contractor and maintained 88 necessary to ensure their continued functioning (KCC 9.04.090 82). (7) (a) (9) i Any area stripped of vegetation, Including roadway embankments, where no further work Is anticipated for a period of 15 days, shall be Immediately stabllzed with the approved ESC methods (e.g. seeding, mulching, netting, erosion blankets, etc.) (KCRS 7.090). Any area needing ESC measure, not requiring Immediate attention, shall be addressed within fifteen (15) days. The ESC facUlties on Inactive shes shall be Inspected and maintained a minimum ~ once a month or within the 48 hours following a storm event (10) At no time shall more than one foot ~ sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment laden water Into the downstream system. (11) StabUlzed construction entrances and wash pads shall be Installed at the beginning of cOnstruction and maintained for the duration eX the project. Additional measure may be required to Insure that all paved areas are kept dean for the duration eX the project. (RCW 46.61.655). I (12) During the time period of November 1 through March 31, all project disturbed areas greater than 5,000 square feet that are to be left unworked for more than 12 hours shall be covered by one of the following cover measures: mulch, sodding or plastic covering. N-3 1/90 / .. , 'r KIN G C 0 U N T Y, WAS H I N G T O~, SUR F ACE W ATE R DES I G N MAN U A L (13) Any permanent relentJon/detertJon facilly used as a temporary seWing basln shall be modified with the necessary erosion control measures and shall provide adequate storage capaclty. If the permanent facllty Is to functJor. ~eIy 88 an infiltration or dispersion system, the facilly shall nQl be used 88 a temporary settllnu basin. No Wlderground detention tanks or vaUts shall be used 88 a temporary setdlng basin. (14) Where seeding for temporary 81osJ9n control Is required, fast germinatlng grasses shall be applied at an appropriate rate (e.g. annual or perennial rye applied at approximately 80 pounds per acre). (15) Where straw mulch for temporary erosion contra Is required, It shall be applied at a minimum thickness eX two Inches. . STRUCTURAL NOTES (1) These plans are approved for standard road and drainage Im~ rovements only. Plans for structures such 88 bridges, vaults, and rel'ilnlng walls require a separate review and approval by the BALD Division prior to construction (YCC 16.04, 16.70, 14.20). (2) Rockeries are consk:Iered to be a method eX bank stabillzatlori and erosion contra. Rockeries shall not be constructed to serve as retaining walls. All rockerles s:\8I1 be constructed In accordance with KCRS drawing numbers 19, 20, and 21 . N-4 1190 ( f' ( x. BOND QUANTITIES WORKSHEET (/..I07~ RETENTION/DETENTION FACILITY SUMMARY SHEET AND SKETCH DECLARATION OF COVENANT (Ncr (2.e:.QID) PRIVATE DRAINAGE EASEMENT (Ndl (lfi;£21i) KIN G CO U NT Y, WAS H I N G TON, SUR FA C E W ATE R DES I G N MAN U A L RETENTIONiDETENTION SUMMARY SHEET (: ENGINE~6 (/ DEVELOPER!,:_~ Name I/Jlc:ctItEL/7) ~/ Name __ ?U.~~--=----,,~=-.c...~-=--____ _ Firm IllCCdtNN ~NcOltI ez::-7VA.?--Firm Address /24'3?/-qq(5 bIZ £E Addre-ss-~-~-~---z,-~----- Phone ~3X7 ~o7~.P2.0£ Phone ~'-i'ft; jl$OO.6 • Developed Site I acres Number of Lots 0 • Number of Detention Facilities On Site UotJe,,- • Detention provided in regional facility D Regional Facility location ____________________ _ • No detention required ~ Acceptable receiving waters • Downstream Drainage Basins Immediate Major Basin Basin A --------------BasinB ------------------Basin C __________________ _ Basin D ___________ _ TOTAL INDIVIDUAL BASIN Drainage Basin(s) A B C D ~ OnsiteArea ~ Offsite Area pJ/k Type of Storage Facility Live Storage Volume N~ Predeveloped Runoff Rate 2 year ,/~ 10year ,"30 Postdeveloped Runoff Rate 100year ,.,---L,t fS ~ 2 year ~7 '\ /' C/: kr ,-sq ) -J --10year DevelopedQ 100year 1(~~+1 Type of Restriction \ -/ Size of Orifice/Restriction ~ / Orifice/Restriction No.1 No.2 \ / No.3 Y. No.4 I'\. No.5 L '\ . \ Ion ~ 1/90 REV # I DATE: SlJIlJECT: PROJECT: SIII\J1TT: MCCANN ENGINEERING INC. C/rll. ,{ STRUCTURAL ENGINEERING MICIIAEL I' MCCANN S.f; DATI': BY: J.1,1.,'.~ 1-0$01'1 nu ..... I FI'/.R!'7T. II'A IJ, ... ·.~(I., V().'l ')/1 /("f ;.., \ (oJ.'\) i I' 'II",' 1' .. \(,1 .ltlll Nt I XI. 1 MAINTENANCE AND OPERATIONS MANUAL rt-. ,-j /0 Z ~ T '. --Ir----_w __ ._~_ w_:\ ... 'A~'\' ~.--.--. " ~ ,',: REVH I DATE: SUDJECT: PROJECT: SUBJECT: MCCANN ENGINEERING INC. CIJ'/L'{ STRUCTURAL ENGINEER1NG MICHAEL P. MCCANN s.£. DATE: BY: ~~ " ~ Q '- Cb ~ Ij ~ I(, ~ ~ V >\ -nr-r ~ f k ~ . \ . " --=1l v I~I ~~ ,,~ t:~' ;.;~ :t ~. I ~~l t-\o, i <f'"~~ ----{ ~~~ ~)~I ~'~:il't. t~~i ~ ... i ~J .. ~ "'~~11 ~ , ~ U82/.4QIII f)R .\" r I-Tt;RE7"I: 11'..1 oSlO"-"o.' I OFf:JCF / F ... fX (4}.~) JJ~ .. ~!) •. \ PA(iI . .1{ III N~) DESCRIPTION: The stonn water drainage system for this project is designed to effectively col1ect the surface runoff from the impervious areas and convey it to a f,Tfass- lined swale, into a catch basin and off the property to the existing drainage system on Stevens Avenue SW. This system consists of five major components: 1. Gutters, downspouts, and splash blocks. 2. Grass-lined ditches with rock check dams on steep slopes (t f f..Jf3;E::f:>f3$) 3. Rural grass-lined tiioUltrethn swale along the west side of Stevens Avenue SW. 4. A new Type I catch basin to collect runoff from the swale. 5. A new 12" diameter pipe connecting the new catch basin to the existing stonn system on Stevens Avenue SW. OPERATION: Stonn water runoff from the roofs of the structures is caught in the gutters, flows down the downspouts to splash blocks where it flows onto the ground. The water then flows by gravity sheet flow either directly to the swale, or to the grass-lined ditches that connect to the grass lined swale. The biofiltration swale is located along the west side of Stevens Avenue SW, divided into segments by the driveways. Both the lawns of the residences and the biofiltration swale filter any pollutants and sediment from the stonn water before the water enters the existing stonn system. The route of the new outflow is the same as the post and pre 1970 flow routes, and the capacity of the biofiltration swale is more than enough to handle the 100 year stonn. ~tAINTENANCE: This is a simple, low maintenance drainage system with no non-standard features in its design. The general overall maintenance requirements to keep the system conveying high quality stonn water runoff efficiently to the biofiltration swale are as fol1ows: { 1. All conveyance systems and stnlctures are to be kept clear, clean, free flowing at all times. 2. Inspect and repair, as required, all components quarterly, after each major stonn event, and immediately when problems occur. 3. Do not allow concentrated amounts of pollutants to be dumped or spilled into the system. Other special maintenance requirements for various components of the system are listed below~ and the general maintenance for all components is listed in the following Appendix A. 1. Any material collected behind the rock check dams in the grass lined ditches needs to be removed when the material is within 1" of the top of the check dam. 2. The riprap at the head and tail of the swale should require very little maintenance once it is installed. It should be inspected to detennine if high flows have caused scour beneath the riprap or dislodged any stones. Accomplish repairs immediately as required. 3. The biofiltration swale is planted with a grass mixture as indicated below and seeded at a rate of 120 pounds per acre. Under no conditions is the vegetation of the biofiltration swale to be mowed. It is to remain natural. It may need to be cleared of litter occasionally to keep it functional and sightly. Rural Application Kenhlcky Bluegrass (Poa Pratensais) (Birka, Majestic, or Sydsport) Tall Fescue (F estcua Anmdincea) (Arid, Jaguar, or Rebel) Perennial Rye (Lolium Perenne) (Derby or Pennant) Proportions By Weight 15% 30~o Percent Purity 85 95 95 Percent Germination 80 90 90 Chewings Fescue (Banner) 95 90 During the initial establishment, grass lined channels should be repaired immediately as required, and !:,Yfass re-established if necessary. After the !:,Yfass has established, the channel should be checked periodically to detennine if the grass is staying in place. The winter design length of the !:,Yfass is 6" and should be maintained as a minimum. ( KING COUNTY,WASHINGTON,SURFACE WATER DESIGN MANUAL KING COUNTY. WASHINGTON SURFACE WATER DESIGN MANUAL APPENDIX A MAINTENANCE REQUlREMENTS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES Section No. Subject 1 tJA-: 2 Nfl 3 ~ 4 Nit 5 Nit 6 WA:. 7 N-A 8 NPr 9 ..... Pt 10 11 12 Ponds Infiltration Closed Detention Systems Control StructureJFlow Restrlctor catch Basins Debris Barriers Energy Dissapators Fencing Gates Conveyance Systems Grounds Access RoadslEasements 1/90 I ( \ Chewings Fescue (Banner) 95 90 During the initial establishment, grass lined channels should be repaired immediately as required, and grass re-established if necessary. After the grass has established, the channel should be checked periodically to determine if the grass is staying in place. The winter design length of the !:,>Tass is 6" and should be maintained as a minimum. I.~ KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L MAINTENANCE REQUIREMENTS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES NO.1 -PONDS Maintenance CompoMnt Gen.ral Side Siopea of Pond Storage Area Pond Dike. Emergency Overflow/Spillway Defect Trash & Debris Poisonous Vegetation Pollution Unmowed Grua/ Ground Cover Rodent HoI .. Inaecta Tr .. Growth Erosion Sediment Settlem.nts Rock Missing Condition. When Maintenance I. NMded Any trash and debris which exceed 1 cubic foot per 1000 square f •• t (this is about equal to the amount of trash It would take to fill up on. standard aize office garbage can). In general, th.re should be no visual evid.nce of dumping. Any poisonous v.getation which may constitute a hazard to County personnel or the public. Exampl.s of poisonous v.g.tation includ.: tansy ragwort, poison oak, stinging nettl.s, devils club, 011, gasoline, or other contaminants of on. gallon or more 2! any amount found that could: 1) cause damage to plant, animal, or marin. Iif.; 2) constitute a fire hazard; or 3) be flushed downstr.am during rain storms. H facility Is locat.d in private resld.ntlal ar .. , mowing is n •• ded when grass exceeds 18 Inch.a in height. In other .r .... the g.n.ral policy Is to make the pond site match adjacent ground cover .nd terrain as long a. there is no int.rf.r.nce with the function of th. f.cility. Any evid.nce of rod.nt hol.s if facility is acting as a dam or berm, or any .vidence of wat.r piping through dam or berm via rod.nt hol.s. Wh.n insects such aa wasp. and homets int.rf.re with m.intenance activiti ••. Tre. growth does not allow maint.nance access or int.rf.r.s with maint.nance activity Q .•. , slope mowing, silt removal. vactoring or equipment mov.ment.). H tr.es are not int.rfering with access, I.ave tre.a alon •. Erod.d damage ov.r 2 inches deep wh.r. cause of damage is still present or where there is pot.ntial for continu.d erosion. Accumulated sediment that exceeda 10% of the d.signed pond d.pth. Any part of dike which has settled 4 inches low.r than the d.sign eievation. Only one layer of rock exists above native soil in area five square feet or larger. or any exposure of nalive soil. A·I A •• ulta Expected When Malntenanc. I. Performed Trash and debris cleared from sile. No danger of poisonous vegetation where County personnel or the publiC might normally be. (Coordination with Seattle/King County Health Department) No contaminants pre .. nt other than • surface film. (Coordination with Seattle/King County Health Department) Wh.n mowing Is needed. grass/ground cover should be mowed to 2 inches In height. Rodents destroyed and dam or berm repaired. (Coordination with Seattle/ King County Health Department) Insects d •• troyed or removed from sit •. Tr •• s do not hinder maint.nance activities. Selectively cultivate trees such as ald.rs for fir.wood. Slopes should be stabilized by using appropriate erosion control m.asure(s): e.g., rock reinforcement, planting of grass, compaction. Sediment cleaned out to designed pond shape and depth; pond r.seed.d if necessary to control erosion. Dike should be built back to the d.sign elevation. Replace rocks to design standards. If)O KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L /~O. 2 -INFILTRATION Malnwnanoe Component General Storage Atea Filter Bagl Truh & Debri. Poiaonous Vegetation Pollution Unmowed Grua/ Ground Cover Rodent Hole. In .. cta Sediment Sheet Cover (H Applicable) Sump Filled WIth Sediment and Debris (If Applicable) Filled with Sediment and DebrIa Sediment and Debrla Condition. wt..t ~ I. Needed See "Pond." Standatd No. 1 See "Ponds" Standatd No. 1 See "Ponda" Standatd No. 1 See "Ponds" Standatd No. 1 See "Ponds" Standatd No. 1 See "Ponds" Standard No. 1 A percolation teat pit or teat of facility Indlcat" facility Is only working at QO'lI. of Ita deaigned capabilitiea. Sheet cover II visible and hall more than thr .. 1/4-inch holes In It. Any sediment and debris filling vault to 10'l10 of depth from lUmp bottom to bottom of outlet pipe or obstructing flow into the connector pipe. Sediment and debris fill bag more than 1/2 full. By vlaual Inspection little or no water flows through filter during heavy rain Itorma. A-2 Reaulta ExpectIed wt..t MalnteNInce .. Performed See "Ponds Standard No. 1 See "Ponds Standard No. 1 See "Ponda Standatd No. 1 See "Ponds Standatd No. 1 See "Ponds Standard No. 1 See "Ponds Standard No. 1 Sediment Is removed and/or facility Is cleaned so that Infiltration ayatem works according to design. Sh .. t cover repaired or replaced. aean out lUmp to design depth. Replace filter bag or redesign system. Replace gravel In rock filter. 1/90 KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L I NO" 3 -CLOSED DETENTION SYSTEMS (PIPES/TANKS) I MaIntenance CondlUons When Maintenance Reaulta Expect.d Component Defect .. Needed When Malnt.nance .. Performed Storage Ivea Plugged ~r Venta One-half of the ero .. aeolion of a vent Is Venta tr .. of debris and sediment. blocked at any point with debris and sediment. Debris and Accumulated sediment depth exceeds ~I sediment and debris removed from Sediment 10% of the diameter of the storage area storage area. for 1/2 length of .torage vault or any point depth exceeds 15% of diameter. Example: 72-inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than 1/2 length of tank. Joints Between Ally erack allowing material to be ~I joints between tank/pipe sections are Tank/Pipe Section transported into facility. sealed. Tank/Pipe Bent Ally pert of tank/pipe Is bent out of shape Tank/pipe repaired or replaced to design. Out of Shape more than 10% of ita design shape. Manhole Cover not in Place Cover ia missing or only partially in place. Manhole is closed. Any open manhole require. maintenance. Locking Mechaniam cannot be opened by one Mechaniam opens with proper tools. Mechaniam Not maintenance person with proper tools. Working Bolts into frame have less than 1/2 inch of thread (may not apply to self-locking lids). Cover Difficult to One maintenance person cannot remove Cover can be removed and reinstalled by Remove lid after applying 80 pounds of lift. Intent one maintenance per.on. ia to k .. p cover from sealing off acens to maintenance. Ladder Rungs King County Safety Office and/or Ladder meets design standards and Unsafe maintenance person judges that ladder is allows maintenance persons safe access. unsafe due to missing rungs, misalignment, rust, or cracks. Catch BasIns See "Catch Baains" Standard No. 5 See "Catch easina" Standard No. 5 A-3 1190 KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE ROE S I G N MAN U A L NO" 4 -CONTROL STRUCTURE/FLOW RESTRICTOR Malntenanoe Component General Cleanout Gate iflce Plate Overflow Pipe Manhole Catch Baaln Trash and Debrli (lncIudn Sediment) Structural Damage Damaged 0( MIMIng 0am~0( MIuIng Obstructionl Obatructlonl Condltlonl When ~ .. NMded Distance between debri. bulld-up and bottom of orifice pia-. ...... than 1-1/2 feet. Structure II not aecurely attached to manhole wall and outlet pipe atructure Ihould IUpport at Ieut 1,000 pound. of up or down preaaure. Structure II not In upright polltlon (allow up to 10,," from plumb). Connectionl to outlet pipe are not watertight and Ihow IIgn. of ru.t. My hole. -other than designed hole. - In the Itructure. Cleanout gate II not watertight or II milling. Gate OInnot be moved up and down by one maintenance peraon. Chain leading to gate II mlulng or damaged. Gate I. rulted over SO'lI. of Ita aurface ar ... Control device I. not working properly due to miMing, out of place, or bent oriface plate. My trash, debrl., ledlment, or vegetation blocking the pia •. My trash or debel. blocking (or having the potential of blocking) the overflow pipe. s.. "Ooaed Detention System." Standard No.3. s.. "Catch Balin." Standard No.5. A-4 All trash and debrl. removed. Structure aecu,.ly attached to wall and outlet pipe. Structure in correct position. Connectionl to outlet pipe are watertight; .tructure repaired or replaced and works as dellgned. Structure has no holes other than deligned ho .... Gate Is watertight and works as designed. Gate move. up and down easily and I. watertight. ChaIn II In place and work ••• dallgned. Gate Is repaired or replaced to meet dellgn atandarcIa. Plate II In place and work. as dellgned. Plate is fr .. of all obstruction. and work. as dellgned. Pipe I. fr .. of all obstructions and works as designed. See "Cloaed Detention Systeml· Standard No.3. See "Catch Basins· Standard No.5. 1190 ( KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L NO.5 -CATCH BASINS Malnwna~ Component General Trash & Debris (Includes Sediment) Structural Damage to Frame and/or Top Slab Cracks In Basin Walla/Bottom Settlement/ Miaalignment Fire Hazard Vegetation Pollution Conditions When Malm.nance Is Needed Trash or debris of more than 1/2 cubic foot which Is located Immediately In front of the catch baain opening or la blocking capacity of basin by more than 10%. Trash or debris Qn the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that would cause complaints or dangerous gases (e.g .• methane). Deposit. of garbage .xceeding 1 cubic foot in volume. Corner of frame emnds more than 3/4 inch past curb face into the a1reet Qf applicable). Top alab has hol.s larger than 2 aquare inches or cracks wider than 1/4 inch Qnt.nt is to make aura all material la running into the basin). Frame not sitting flush on top alab. I .•.• separation of more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 Inch and longer than 3 f .. t, any evidence of soli particle. entering catch basin through cracks. or maintenane. person judge. that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particle. entering catch basin through cracks. Basin has settled more than 1 Inch or has rotated more than 2 inche. out of alignm.nt. Presence of chemical. auch a. natural ga •• oil, and gasoline. Vegetation growing acrosa and blocking more than 10% of the basin opening. V.getation growing in inlet/outlet pipe joints that is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. A-5 Reaulta ExpectM When Main_nance Is Performed No trash or debris located Immedlat.ly In front of catch basin opening. No trash or debris In the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition pr ... nt which would attract or support the breeding of Insecta or rodents. Frame i. even with curb. Top alab is fr .. of holes and cracks. Fram. is sitting flush on top alab. Basin replaced or repaired to design a1andards. No cracks more than 1/4 Inch wide at the joint of Inlet/outlet pipe. Basin replaced or repaired to design standarda. No flammable ch.micals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. 1190 KIN G C 0 U N T Y. WAS H I N G TON. SUR F ACE W ATE R DES I G N MAN U A L t..IO. 5 -CATCH BASINS (Continued) Malnt.enanoe Component Ladd.r Metal Gr ... ~f applicable) Cover Not In Place locking Mechanlam Not Working Cov.r Difficult to AIImove IAdd.rRunga Un .... Traah and Debris Damaged or Miaaing Cover la mlaalng or only partially In place. My open catch buin require. maimenanoe. Mechanlam cannot be opened by one maintenance person with proper tooIa. Bolte Into frame have .... than 1/2 Inch of thread. One malnt.nance peraon cannot r.mov. lid after applying 80 lba. of lift; Intent ia keep cover from Maiing off acce .. to maintenance. lAdd.r ia un .. f. due to mluing runga. miaalignment, ru.t, cracka, or lharp edge •. Grate with opening wider than 7/8 inch. Traah and debris that is blocking more than 20% of gr •• surface. Grate missing or broken member(s) of the grate. A-6 Catch basin cover la cloMd. Mechaniam opena with proper tooIa. Cover can be r.moved by on. maintenance person. lAdder m_ta deaign atandarda and allowa maintenance person .. ,. acceaa. Gr.te openings meet delign standards. Gr.te tr .. of traah and debris. Grate is in place and m .. ts design standards. 1190 KIN G C 0 U N T Y. WAS H I N G TON. SUR F ACE W ATE R DES I G N MAN U A L NO. 6 -DEBRIS BARRIERS (e.g. Trash Racks) General Metal Tr ... and Debt'l. Damaged/ Mlulng Bar. CondIIIona When ... , ......... ........... Tr ... or debria that Is plugging more than 20% of the openinga In the barrier. Sara .... bent out of ahape more than 3 Inchn. Sara .... mlulng or entire barrier I. mlulng. Bara are 100 .. and ruat I. caualng 50% deterioration to any part of barrier. A-7 Sara In place with no bend. more than 3/4 Inch. Sara In place accon1lng to dealgn. Repair or replace barrier to deaign atandard •. 1190 KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L NO.7 -ENERGY DISSIPATORS ~ Maln ..... nce Component External: Rock P..:I Diaperaion Trench Intemal: Manhole/Chamber " { \ MiMing or Mowd Rock Pipe Plugged with Sedimant Not Discharging Water Properly Perforations Plugged Water Flows Out Top of ·Distributor" Catch Suin Receiving AIea Over-Saturated Wom or Damaged Posta, Baffles, Side. of Chamber Other Defects Only one layer of rock exiata above native soil In area fIw equare feet or larger, or any expoaura of native soil. Accumulated &ediment that exceeds 20% of the dealgn depth. Visual evidence of water discharging at concentrated point. along trench (normal condition is a ·sheet flow· of water along trench). Intent i. to prevent erosion damage. Over 1/2 of perforations in pipe are plugged with debris and aediment. MaIntenance pereon obaerves water flowing out during any atorm Ie .. than the dealgn atorm 01 It I. caualng or appears likely to cau .. damage. Water In receiving area Is causing or has potential of cauBing landaiide problems. Structure dlulpating flow deteriorate. to 1/2 or original Bize or any concentrated wom spot exceeding one equare foot which would make structure uneound. See ·Catch Suin.· Standard No. 5 A-S R.autta Expected When Malntenanoe .. ~med Replace rocks to dqign atandard. Pipe cleaned/flushed eo that it matches dealgn. Trench must be redesigned or rebuilt to ataodard. aean or replace perforated pipe. Facility muat be rebuilt or redesigned to atandards. No danger of landslides. Replace structure to design atandards. See ·Catch Basins· Standard No. 5 1190 r, KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L NO.8 -FENCING General Wire Fences Mlaaing or Broken Parts Eroalon Damaged Parts Deteriorated Paint or Protective Coating Openings In Fabric Condition. When ~ I. Needed Any defect In the fence that permits easy entry to a facility. Parts broken or mlaalng. Erosion more than " Inche. high and 12- 18 inches wide permitting an opening under a fence. Poats out of plumb more than 6 inches. Top ralls bent more than 6 Inches. Any part of fence Qncludlng posts, top rails, and fabric) more than 1 foot out of design alignment. Mlaaing or 100M tension wire. MiMing or 100 .. barbed wire that Is sagging more than 2-1/2 inches between poats. Extension arm mlaaing, broken, or bent out of shape more than 1-1/2 inches. Part or parts that have a rusting or scaling condition that has affected structural adequacy. Openings In fabric are such that an 8- inch~iamet.r ball could fit through. A-9 R •• ults Expect8d WtMn Malntenanoe I. Performed Parts In place to provide adequate MCUrtty. Broken or miMing parts replaced. No opening under the fence that exceeds " Inches In height. Posts plumb to within 1-1!2Inches. Top rail fr.e of bends greater than 1 Inch. Fence I. aligned and meets de.lgn standard •. renalon wire in place and holding fabric. Barbed wire In placewtth Ieaa than 3/4- inch sag between posta. Extension arm in place with no bend. larger than 3/4 inch. Structurally adequate posts or parts with • uniform protective coating. No openings in fabric. If)O KIN G C 0 U N T Y, WAS H I N G TON, SUR FA C E W ATE R DES I G N MAN U A L NO" 9 -GATES General Damaged 01 MIMIng Membera Op.nlngl In Fabric MIaIIng gatIa 01 locking deYIcea. Broken 01 mlulng hinges auch that ga. cannot be .... Iy opened and cIoIed by a maInt8nance peraon. Gate II out of plumb more than 8 IncMI and mot'e than 1 foot out of design alignment Mlaalng stretcher bar, stretcher bandl, and tie •. See "Fencing" Standard No. 8 A-lO Reau ... Expected WMn ~ Ia Pwfonned Ga ... and locking deYIcea In place. Hinges Intact and IUbed. Gate II WOIklng frMly. Gate II aligned and vertical. Stretcher bar, bandl, and tie. In place. See "Fencing" Standard No. 8 If)O ( KIN G C 0 U N T Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L NO. 10 -CONVEYANCE SYSTEMS (Pipes & Ditches) Pipes Open Ditches Catch Baalns Debr .. BarrIers (e.g •• Trash Rack) Sediment & Debris Vegetation Damaged Trash & Debrla Sediment Vegetation erosion Damage to Slopes Rock Uning Out of Place or Milling (If Applicable) Accumulated Mdlment that exceeds 2O'K. of the diameter of the pipe. Vegetation that reduces fr .. movement of water through pipes. Protective coating is damaged; rust is causing more than 50'11. deterioration to any part of pipe. My dent that decre ... s the crOll aectJon area of pipe by more than 20~. Trash and debria exceeds 1 cubic foot per 1,000 equare f .. t of ditch and IIopes. Accumulated sediment that exceeds 2O'K. of the clealgn depth. Vegetation that reduces fr .. movement of wa .. r through ditches. See "Ponds" Standard No. 1 MaIntenance perlOn can ... native lOiI beneath the rock lining. See "Catch Baalns" Standard No. 5 See "Debris Barriers" Standard No. 6 A-U Pipe deaned of all sediment and debrla. All ~etation removed 10 water fIowa freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditchea. Ditch cleaned/flulhed of aU sediment and debris 10 that It matches dellgn. Water fIowa freely through dltchea. See "Ponds" Standard No. 1 Replace rocks to dealgn standard. See "Catch Baalns" Standard No. 5 See "Debris Barriers-Standard No. 6 If)O KIN G CO U NT Y, WAS H I N G TON, SUR FA C E W ATE R DES I G N MAN U A L NO. 11 -GROUNDS (landscaping) Tr ... and ShNb. t ( Weed. (Nonpolaonoua) Safety Hazald Truh or Utter Damage CondIIIona When .........,.,. ......... WMda growing In more than ~ of the landecaped area (trMe and ahNba only). MY preaence of polaon Ivy or other poIaonoua vegetation. Paper, can, bottle., totalling more than 1 cubic foot within a Jandacaped ar.a (U ... and ahruba only) of 1,000 &qu .... f .. t. Umba or pacta of tr ... or ahrube that are split or brok.n which affect more than 25% of the total fOliage of the tr .. or ahNb. Tr ... or ahrub. that have been blown down or knocked over. Tr ... or ahrub. which .... not adequat.ly aupported or ar. leaning over, causing expoaur. of the roota. A-12 Weed. prnent In .... than 5% of the IandICap8C\ area. No poIaonou. vegetation pr ... nt In a landacaped ...... AI .. clear of litter. Tr.e. and .hNb. with Ie .. than 5% of the total foliage with ap/lt or broken limbe. Tr .. or ahNb In place free of Injury. Tr .. or ahNb in place and adequately aupported; remove any dead or diaeued tr .... 1190 '---.. KIN G CO U NT Y, WAS H I N G TON, SUR F ACE W ATE R DES I G N MAN U A L ~ NO. 12 -ACCESS ROADS/EASEMENTS I Malntenanoe CondItIona When ~ Aeautta Expected CompoMnt Defeot la Needed When MIIIntenMoe .. Pwtormed General Truh and Debtlt Truh and d.btl •• xOMCl. 1 cublo foot Truh and debrIt oIew.d from lite. per 1.000 equar. tNt. I ••.• truh and d.brla would till up one atand ... d aIz. garbage can. Blocked Roadway Debri. which could datnag. vehicl. tir •• Roadway tr .. of debri. which could (gl ... or m.taI). damage tlr ... Any obstructlona which reduce cI.arance Roadway OYerhead clear to 14 feet high. above road aurface to .... than 14 feet. Any obatructiona r.atrictlng the acceaa to Obatruc:tion r.moved to allow at Ieut a a 1~ to 12-foot width for a diatance of 12-foot acoeaa. mora than 12 f .. t or any point restricting acoe .. to .... than. 1~foot width. Road Surface Settlement. INh.n any aurface defect .xceeda e Road aurface uniformly amooth with no Pothol ... Muah Inchea in d.pth and 6 equ .... feet in ...... evidence of aettlement, pothoIn. muah Spota. Ruts In general. any aurface defect which epota. or Ma. hinder. or pleYenta maintenance acoe ... Vegetation In Road Weeda growing In the road aurface that Road aurface tr .. of WMda taller than 2 Surface are more than 6 inches tall and .... than Inchea. 6 Inchea apart within • 4QO.equar.-foot ...... Should.,. and Eroalon Damag. Eroalon within 1 foot of the roadway more Shoulder tr .. of .roaIon and matching 0Itche. than 8 inchea wide and 6 inchea deep. the tunoundlng RNId. f Weed. and Bruah Weed. and bruah .xceed 18 Inchea In Weed. and bruah out to 2 Inche. In I Might or hinder maintenance 1ICCMa. Might or cleared In auch • way .. to allow maintenance acoeaa. A-13 1190 Minutes APPLICANT/OWNER: CONTACT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: OFFICE OF THE HEARING EXAMINER CITY OF RENTON Sue Chan PO Box 2221 Renton, WA 98058 PorChheng 4620 118th Street SE Everett, W A 98208 Chan Short Plat LUA 05-131, SHPL-H, ECF January 24, 2006 319 Stevens Avenue SW and 405 SW Langston Road Hearing Examiner Short Plat approval for a six (6) lot subdivision of a 0.998-acre site. For the future development of detached single-family homes. Development Services Recommendation: Approve subject to conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on January 3,2006. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES Thefollowing minutes are a summary of the January 10,2006 hearing. The legal record is recorded on CD. The hearing opened on Tuesday, January 10,2006 at 9:00 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Preliminary Short Plat application, proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No.3: Preliminary TESClLandscaping Plan Exhibit No.4: Frontage Improvement Plan Exhibit No.5: Drainage Plan Exhibit No.6: Zoning Map Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24,2006 Page 2 I Exhibit No.7: ERC Mitigation Measures The hearing opened with a presentation of the staff report by Jill Ding, Senior Planner, Development Services, City of Renton, 1055 S Grady Way, Renton, Washington 98055. The site is comprised of two existing parcels totaling approximately .998 acres. The site is zoned Residential -8 dwelling units per acre and is designated Residential Single-Family on the City's Comprehensive Land Use Map. The existing site is to be subdivided into six lots. Existing residences are to remain on proposed Lots 1 and 4. Access to Lot 1 would be provided by a single driveway onto SW Langston Road or Stevens Avenue SW, Lots 2, 3, 4, 5, and 6 would gain access off of Stevens Avenue SW. There is a joint use driveway easement over the southern portion of Lot 6, which would serve Lots 5 and 6. The topography of the site slopes from west to east with some fairly steep slopes located on proposed Lots 5 and 6. The slopes range from 20%-40%. A protected slope area is located on the north central portion of Lot 6. The eastern portion of the site is vegetated with grass, fruit trees and decorative plants and the western portion is vegetated with blackberries, mixed brush, deciduous trees and a stand of pine. The majority of the vegetation will be removed for the construction of the plat improvements and the building pads. No vegetation removal is proposed within the protected slope area. The Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M), which included 3 mitigation measures. No appeals were filed. The proposed plat is consistent with the residential single-family land use and community design element policies. The net density for the site is 6.7 dwelling units per acre, which complies with density requirements for the R-8 zoning designation. The proposed lots meet all size requirements for the R-8 zone. After considering the required setback areas for the front, side and rear yards, it is clear that all lots provide adequate area for the construction of single-family residences. The existing residences comply with all requirements and will be reviewed at the time of building permit application. The project does comply with the size, shape, orientation and access requirements for the subdivision regulations. Front yards should be determined prior to final plat approval, staff has recommended that the front yard of Lot 1 be along the north property line, Lots 2 - 6 front yards be east facing Stevens Avenue SW. A 5-foot landscaping strip is required for sites abutting a non-arterial public right-of-way. It there is additional undeveloped right-of-way in excess of 5-feet, that area will also be landscaped. The proposed plants were not totally drought tolerant, therefore, the plan needs to be revised or an irrigation plan needs to be submitted. Two trees are required in the front area of each lot. Fire, Traffic and Park Mitigation Fees are to be imposed as a condition of short plat approval. The geotechnical report recommended that a minimum building setback of lO-feet be maintained from the 40% slopes located on the subject site. Chan Short Plat File No.: LUA-05-13I, SHPL-H, ECF January 24, 2006 Page 3 The site is located within the boundaries of the Renton School District. The School District has indicated that they can accommodate the additional students. The Storm Drainage report indicated that due to the size of the project detention would not be necessary. Drainage Control will be via a biofiltration swale at the west edge of Stevens Avenue SW, which will direct stormwater runoff to a new Type I catch basin within Stevens Avenue SW and will continue into the existing storm drainage system. All drainage improvements must meet the requirements of the 1990 King County Surface Water Design Manual. There is an existing 6-inch water main in Stevens Avenue SW and an existing 8-inch water main in SW Langston Road. Fire flow available to the subject site is approximately 1,500 gpm, which is adequate. A 4-inch water main will be required to be extended along the 20-footjoint use driveway access easement to serve proposed Lots 5 and 6. An 8-inch sewer main is located in SW Langston road and a 6-inch sewer main in Stevens A venue SW. The applicant will provide separate sewer stubs to the proposed lots. Dual side sewers will not be allowed. Por Chheng, 4620 118th Street SE, Everett, W A 98208 stated that he does agree with the staff recommendations and report. Kayren Kittrick, Development Services Division stated that everything has been well covered, the existing roadways require no further dedications. All utilities are existing and at this time no detention is required. Developments Services will be watching closely as the construction of homes begins. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:29 a.m. FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Sue Chan, filed a request for a Short Plat. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit # 1. 3. The Environmental Review Committee (ERC), the City's responsible official issued a Determination of Non-Significance -Mitigated (DNS-M). The ERe conducted a review because there is a Protected Slope Area on the subject site. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site consists of two properties located at 319 Stevens Avenue SW and 405 SW Langston Road. As the two addresses indicate, the subject site is located on a comer parcel. The site is located about a block north ofSW Sunset Boulevard and two blocks west of Rainier Avenue North. Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24,2006 Page 4 6. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single-family homes, but does not mandate such development without consideration of other policies of the Plan. 7. The subject site is currently zoned R-8 (Single Family - 8 dwelling units/acre). 8. The subject site was annexed to the City with the adoption of Ordinance 1320 enacted in July 1948. 9. The subject site is approximately 0.998 acres or 43,453 square feet. The parcel is somewhat of a backward L-shaped parcel. 10. The entire parcel slopes downward toward the east from approximately 200 feet to 135 feet. Steeper protected slopes over 40% are located generally in the northwest comer of the site. 11. A variety of vegetation is located on the eastern portion of the site including grass, fruit trees and decorative shrubs. The steeper western slopes have blackberry, brush, deciduous trees and pine trees which are located in the steep slope areas. Most of the vegetation would be removed where new development is proposed but vegetation would be protected on the Protected Slopes. 12. Existing homes are located on the northeast and southeast comers of the site. These homes will be retained on what are proposed to be Lots 1 and 4. 13. The applicant proposes dividing the subject site into six lots. Proposed Lot 1 would be a comer lot located on the southwest comer of Stevens and SW Langston Road. Proposed Lots 2, 3 and 4 would be south of it along Stevens. Proposed Lot 6 would have a 20-foot pipestem to Stevens and this pipestem would also serve as an easement to allow access to Proposed Lot 5 an interior lot. The 20-foot easement for Proposed Lot 5 would run along the Lot 6 pipestem then turns north behind Lot 4. 14. Staff proposed that Lot 1 have its front yard oriented to Langston while all the other lots be oriented to Stevens. 15. The Protected Slope area is located near the comer where Proposed Lots 5 and 6 meet. The vegetation would be retained in this area 16. The density for the plat would be 6.7 dwelling units per acre after subtracting the private easement area (2,960 square feet) and sensitive area, steep slope (1,305 square feet). 17. The subject site is located within the Renton School District. The project is expected to generate approximately 2 school age children. These students would be spread across the grades and would be assigned on a space available basis. 18. The development will increase traffic approximately 40 trips for the four new homes. 19. Storrnwater currently flows east and downslope and is directed to the north. Flows will comply with the 1990 Storm Water Manual and flow to a Type 1 catch basin. 20. The City will provide sewer and water services to the development. 21. The City has adopted mitigation fees for transportation improvements, fire services and parks and recreational needs based on an analysis of the needs and costs of those services. These fees are applied Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24,2006 Page 5 to new development to help offset the impacts new homes and residents have on the existing community and the additional demand for services. CONCLUSIONS: 1. The proposed short plat appears to serve the public use and interest. The plat re-divides consolidated acreage into six lots where inftrastructure is available. The short plat provides additional housing choices for those desiring single-family detached homes. 2. The development will increase the demands on the City's parks, roads and emergency services. The applicant shall therefore help offset those impacts by providing mitigation that matches the fees established by the City. 3. The development of the plat should not tax the City's ability to provide services particularly given the offset provided by the mitigation fees. In addition, the homes should add to the tax base ofthe City. 4. The development will increase the general noise and traffic of the area given new residents. These impacts were anticipated by the City when it adopted the Zoning Code for this area. The applicant will be avoiding development on sensitive slopes thereby protecting the environmental qualities of the site. 5. In conclusion, the proposed short plat appears to be an appropriate use of this property. DECISION: The Short Plat is approved subject to the following conditions: 1. 2. 3. 4. 6. The applicant shall comply with the conditions imposed by the ERe. The applicant shall submit a revised landscape plan to the Development Services Division project manager at the time of Utility Construction Permit Application for review and approval. The revised landscape plan shall show additional landscaping within the Steven Avenue SW and SW Langston Road rights-of-way as an excess of 5 feet or undeveloped right-of-way is located along the subject site. The landscape plan shall show 100 percent drought tolerant species or shall be spri.nlr.1ed. In addition, the revised landscape plan shall show two trees within the 20-foot front yard areas of Lots 5 and 6. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per new average daily trip attributed to the project prior to the recording of the final plat. A maintenance agreement shall be created concurrently with the recording of the short plat between proposed Lots 5 and 6 in order to establish maintenance responsibilities for the shared private access and utility easement and associated improvements. The agreement shall be placed on the face of the final short plat prior to recording. The front yard area assigned to proposed Lot 1 shall be the area located along the northern property line fronting on SW Langston Road, the front yard areas assigned to proposed Lots 2-6 shall be the area facing east towards Stevens A venue SW. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 for each new single-family lot prior to the recording of the final plat. Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24, 2006 Page 6 7. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.75 per new single- family lot prior to the recording of the final plat. ORDERED THIS 24th day of January 2006 TRANSMITTED THIS 24th day of January 2006 to the parties of record: Jill Ding 1055 S Grady Way Renton, W A 98055 Arthur Legg 502 SW Langston Road Renton, W A 98055 Kayren Kittrick 1055 S Grady Way Renton, WA 98055 Tom Uchison 406 SW Langston Road Renton, W A 98055 TRANSMITTED THIS 24th day of January 2006 to the following: Mayor Kathy Keolker Stan Engler, Fire Por Chheng 4620 118th Street SE Everett, W A 98208 Jay Covington, Chief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Larry Meckling, Building Official Planning Commission Transportation Division Gregg Zimmerman, PBPW Administrator Alex Pietsch, Economic Development Jennifer Henning, Development Services Stacy Tucker, Development Services Utilities Division Neil Watts, Development Services Janet Conklin, Development Services King County Journal Pursuant to Title IV, Chapter g, Section 1 OOGof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., February 7, 2006. Any aggrieved person feeling that the decision ofthe Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m., February 7, 2006. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24, 2006 Page 7 The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use pecision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City CounciL All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City CounciL F3 ,"". '"'.'-: . ':" i8 T23N R5E VI 112 . . . 5318 ~ f: 0--. ...- p ~ V~v' ~~ ~§'N!.9 CITY OF RENTON SHORT PLAT NO. LUA·· .. __ -____ SHPL KING COUNTY. WASHINGTON / ~ ~ q,~ i.l ,I ~ .... ----1--- '" ""'/NIl """",,",0 ""-sPIKe WtfIoI PUNCH "U.RI( 0.2' t:'I(JWN (HOI'I.'ItIMH, IflU) A PORTION or ~.Yt'_1/4. ~~_1/4, SEC. JlL TWP '?'?_N .. R _~_E., W.M. CITY OF RENTON LAN!) USC ACTION NO. WA--_._ -____ , SHFL CITY or RENTON LANa "£CO"O NO. LNO-__ -___ _ SW :3RD PLACE """(0) .~ ,_. "--.~. N.,~~,¥~';j NlrJIl'0 "f") A PORTION OF 1."!1/4.?_W_l/4. S"Cl .. ~ ... TWl' iZ'?_N .. R .. ~_E .• W.M. RECORDING NO. NOTE: 'If: IN tSTAIl./; SfAl(l ~ ON nle VOL./PAGE \ ~ ~ GRAPHIC SCALE I' j' j AlONc!Ntftr$ Drift' rJrA'I.ISHtD ,r PH(' Clry Of' If(N/'ON ~D n'Htlts SOMt Nit Afn:1f rue HrCOItOIN(; tT 1HC CIlfGwIoL PtA 1 AND ARC 1H)1 ORICINAL PC.A r "ONIMENrs. FOIJNO IC.OO< CORNtItS Itt .. t liO.D 'CIt ftlCHr (Y' WA r tOl"'".AntJNs ewc.Y. ( IN FEET ) Inch. 40 n. 0 .... BY ~ ~ wtJI_'."-'_ • .rr .v,-1l("IJAR ~D cu L.S. ll$jl CP root '" .. ",,,,in ...,..... RK:l,' or *"r . 0. fIR( HYDRANT <>-""""" I'''</' <D $~,.I.lJtNJIDt.r m IMlr[,R w(rtll III ltl.I.','I-IOJ.i( Iff$Nt Gi CA rell lJA$JN @ S1011N1 DI&4JN MAHHOLc m rCL/ftUONt "'Stlt o:z:x:, ROC/((Ry (tt') VAlII£ f'fII ROs '0/245 (P) IOLU£ pt_ ."" (Y tAlluHC10N "/7 (M) AttASVJt('D Witlut (e) CALCII\.41eD IOLlle I'C/I "ltD "'ASURMII" ANO PLAT rfT] CRONES & ASSOC, CllJ LAND SURVEYORS JJIM ItorN AIC', J.l. l((Nr, ..... '~1 (Alft) ~JJ-.".IO fAX ./,s.4J,.j'J.l SHORT PLAT FOR: SUE CHAN JOB NO. l'3 ..: Q. '-. g C/t() I .c.fl"t£II( '!If I OIANSRDI .... /IIf~ .. WMtr SS1.{)ttC -.---------_ .. _----_ ... _._"._--Cf'<O. BY C .. SCALF /·.40' SUr,ET or , City of Renton P/BIPW Department CHAN SHORT PLAT PUBLIC HEARING DA TE: January 10, 2006 Preliminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF Page 40(10 allows residential densities that range from a minimum of 4.0 dulac to a maximum of 8.0 dulac. The proposed plat would arrive at a net density of 6.7 dulac after the deduction of the private access easement and Protected Slope Area from the gross acreage of the site. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended) on December 6, 2005 the Environmental Review Committee (ERG) issued a Determination of Non-Significance -Mitigated (ONS-M) for the project. The DNS-M included 3 mitigation measures. A 14-day appeal period commenced on December 12, 2005 and ended on December 28, 2005. No appeals of the threshold determination were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance -Mitigated: 1. The applicant shall be required to comply with the recommendations found in the geotechnical report prepared by Earth Consultants, Inc. dated September 6, 2005. 2. The applicant shall maintain a minimum setback of 10 feet from the Protected Slope. 3. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH SHORT PLAT CRITERIA: Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision mnkers in the review of the sulxl1v.;C:;'..'!1: (a) Compliance with the Comprehensive Plan Designation. The subject site is deSignated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF deSignation is to protect and enhance single-family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single-family homes. The proposed plat is consistent with the following Comprehensive Plan objectives and policies for Residential Single Family Land Use and Community Design Elements: Land Use Element Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per net acre in Residential Single Family neighborhoods. The proposed short plat would result in a net density of 6.7 du/acre, which is within the allowed density range. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than an acre (43,560 sq. ft.) in single-family designations. Allow a reduction in lot size to 4,500 square feet on parcels greater than an acre to create an incentive for aggregation of land. ..:sIt,. FE.lJGe. De.,. ... IL-' - FIRE HYDRANT SHAll BE COREY-PIPE EQUAL TO IOWA f-5110 OR CQUPRESSION TYPE SUCH AS CLaw lItEOAlUON; M a: H 929 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAl"JOINT .... ~.~p WITH tuGS. -- ~A'ot"A~~~A~~i.'Rb ~~~s. ~ ptM~~· ~:~Eg~:E~~N&: S[ATn..E THREADS WITH A STORTZ ADAPTOR, 4" SEATTI.E THREAD x 5" STORTZ, ATTACHED" --WtTH 1;S" STAINLESS STEEL CABL.£. 1-1/4-PENTAGON OPERATING NUT. FlRE H'I'ORANT TO BE O· BEHINO BACK OF" CURB JEHIND BACK Of" SIDEWALK ADJACENT TO CURB TWO-PIECE CAST IRON VALVE: BOX "WITH LUG TYPE CO\IER REGULAR SASE SEcnON LENGTH :ro FIT VALVE NUT EXTENSION AS REQUIRED (SEE O\VG BR46 / PAGE B090) -PAINTED WITH 1 PAINT No. 4.3-! PUMPER CONNEI fiRE HYDRANT /- EQUAL TO 01.. YUPIC FOUNDRY CO STANOARO S-TOP SECTION WITH ~ RAiseD PAVEMENT MARKER TYPE 68 AS ~-..",r:-r'tn"'f--. -L-STlMSONITE TWO-WAY BLUE 00' U 1 .2-t.. ..-CONCRETE BLOCKING 8UR CONCRETE BLOCKING ~ rc.c ........ ~J •• ~ ..•••. -cl '" . 1Yf'lo..l .~ ~ilC>1J ~c~, 16~ II SR II .-MININULI CONCRETE BLOCK UNDER HYORANT 6-DUCTILE IRON PIPE, Q.ASS 52 CEMENT UNEO, LENGTH TO fiT TWO J/." STEEL TIE RODS. SEE SlO DETAJL FOR nE RODS. Ii LEVEL ALL GROUND MIN J' RADIUS :. WASHED DRAIN ROCK' (j-fa J/8-) FIRE HYDRANT, 190 '. I j 'il' 185Jl I : '. <10~~;6 *;n IJ 1JIftUIDITN.) 190 ' .. ~: .. "1'" 190 .I·! 185 .' " ~·f U}}.~ " '(""on .'-=R,""",?' ~.~ fILL = 175 "" .I.:. I . r" ·170 II II 170 '1 :?J\65 1o:~ J~~,l~~L~ 165 ::i~///: <55 ~~ .' . I ~~ ~I ~ i···· ... ,," 1:50 ~ .~ 160 .' :11... '., ....... ,-LOT #5 .. " .'_. > III~ ~.I........ (5,000 m ... ··· ~ 1'< ..... -t ~#ItJ' pi I :~ ",...u;;';;;;';" I ~I ELWAliou ~A"JlDlilcowno..lIOIU (1) ~rllhIio~ __ (E8Clpllnot...lICIl"""'lrI~rI ~""c.-"dllllQnl .. g."'''''loaIIIonrlJ\lllJt, ... ,,*,*", ...... .................... .ec.). - III lbe~al-i-.E8CpllJ-.lftd ... ~ ................... 1ftd "IVdlI1r1 .... !$C ....... .n.~rI ... ~IINI .. ---. '-. {II lbellourdlrlllrl"'~ ___ aI'I_"_",*"""IIIIggm~",,,,,,pb .. == ~-.:::-...=..~~-=...~::..":-- I"l =.::=~":=-""':~=::'.:.:::=.:.-:..~.::~ ~..,...c.-~ ___ ~(KCCI.OUIIOAA.IfCM7..ooD). . lB) TlIIuc ...... __ (II ......... ChI,...,.,.~IDr~ ... ~ ~:::::""'.J:-..::-.:c.:=.-:~.::~-=-'" HYDRANT LOCATION IN CUT OR Fill ~ 5/1S/95 2/15/9 DATE (1(1) N.1IO .... __ .... _locIrI~ .. ·.a-;!IO ____ ._~ ... _ ..... Iftd_~_ .. _ ..... I10,.... n. .... __ _ _ ............... _InIo ... ~.,..... (11) -.:I-"'-'---~_"_."'lIe!IfN*oorl-""" ::'-=:''::":''::==::'''=r~~~IONIn!l-.c'' (I~ ~~~':':i:':'~:::'::;:=,~==,,:: 1I'If1Glooolng ___ ll'Ucll.oocIdIrIgorplulk:~, fill) ,.".--.........,..... ..... _ •• .........,-. ...................... ~:~=.=::.r-~-:,==-. -_ .... , 11~ =::.~-=:.=::....o::==:::--... t..::-" (11) ___ .... 0'"'-' ...... _ .. ....-, ...... ......., ............ ...... rlr.o--.. £ditedloxt,odcen.1OtI Revi$$dPumpe,_ Corrected text 'color " :!"'==-oo::.:-~~~~--........, . .--, PI ~~~* ... ~~--==-.. IIO...=.~ ....... Jr .~ . - . - . -'ZI'" 145 ~ I .' III 181 Mt_""*IIDC __ ~ __ --.. ... be-...a .......... -I . II$).., __ N""-';' 1IUchIng.-.g,...-.onIllriltt.""") (kCAI.17.o1O). .1· ... 150 1-' LE&''''J) l I I , .... ··+····"·73.63. I A ThIoUC .................. _be~IIId_.-...nd_ ....... OI' 150···· l j i. --····'· .. ··~ .. ~·~··~·~l·······~·_~h~~=.~~_ --; "E'42'S1' 'W _1~90' __ --II I: § I '" ~ I ' 145 I i ~ I I : i ~r LOT 13 """'" FUJlRq""" II I .. · '~I (5,000 SF) ~ I II .' ~I LaTI2 I .. ' (5,000 SF) 4 LOT 11"1 f I -ma/l"1IO 1.93' (8,090 SF) .·1 ~ 140 II I I "'\' IJ i <1:1 l~r5 ~I ~I -.J I "0 I ~ JII [lI' _._J. __ . __ . __ . __ . __ . __ .~::...~_.~_. __ . __ . __ . __ .... -"".",,-,,,.,.g_. __ .--.--.-___ ._ ---~-----~------I i I ". STEVENS AVENUE S,I;!, "",,,,,,,, .. ,,r>:t .... -i-J ----L--------·-----TE~~C-:~~-----------------r---~=-?D.~--1~5~-===--1 • " 1 , CH'at'/ ~ G-IC> I:h.d.d~,,,,,,", 12'_11<" "-t.. DCII' """iff Dell DT ~~IAP~TR' FIRE HYDRANT ASSEMBLY DETAIL e ADOPTED CITY OF RENTON STANDARD PUNS LS1' DATE: 10/15/96 DWG. NAML BR24 'SP PAGE, BI02 -... f'N.1. lXISTlNG PAVllt'4HT /f~f~' EXISF/NG _ .. CflrCH(jASf"'~', . MlfllIFI l'!O·f/ flUfft FIIBRIC, fABRIC SHrill Bf IrfSPfC'(fO.DAILY DUflING (J}tfSrnuCflOt( AHO CilAH£D Off REPt.IICED II.~ RBJ(JfRED. INrERIM BfAr£: PROrtCrIDti fOR txlSrltlG ·~B. $ ." VICINITY MAP -4 1'~20' w I' ;i~_~ I-Z W :E "-0 ...J W > W '" SG "'~ ~'" >w WI'I '" If} 0 W' 1-"' <' "1'-' f-~ Z « <I'" ...J ..J _ "-D-~~z ~ I-<tCl8 W rt::""tXl:) ~ DZZ~ > IWCJ:c D (,I'»t;jCl) a::: z~~~ ~ ~u..:3:z w u~~~ ~ ww""W z ~~~a::: ~ .:: u u ~ 0 '" "- Z c!l ~ ..... Ol [f.l f-<Xl r::l[;] I CI?::C~ WNr') >-::><Xl~ ZOllI) iJ:lW,N :;;:~.:!:. ~.c X ;:lro8~ u"t:::J ~o;Z.!8 r::lr')::>w ::g 8::. z ~ 0 ~ 1E 0 U DATEI 6/10/05 DRAIIN BY, P,KEARNEY JOB NUMBER, #2105 IX ::S'L1" fil-lc.e. DE:r~ll .. ' FIRE HYORANT SHALL BE COREY-TYPE EQUAL TO IOWA F-Sl10 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; 1.4 & H 929 AND I.IUELLER SUPER en/TURtON 200 WITH 6" MECHANICAL JOINT ~ '.'!-' (T WITH LUGS ~A~~~~A~~A~~~'iib O~~~~S T~ pt~~2~ ~g~~Eg?,~~E~r+~N6F SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD x S" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH T'o'oO COAlS Of PAINT PRESERVATIVE PAINT No. 4.3-655 SAFETY YELLOW OR APPROVED [OliAL PUMPER CONNECTION TO FACE ROADWAY ASSO~8LY 0" BEHIND BACK OF CURB IEHIND BACK OF SIDEWALK ADJACENT TO CURB TWO-PIECE CAST IROH VALVE BOX WiTH LUG TYPE COVER REGULAR BASE SECTII)N LENGTH TO FIT, VALVE NUT EXTENSION AS REQUIRED (SEE DWG 8R46 / PAGE 8090) FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED / EQUAL TO OLYMPIC FrJUNDRY CO STANOARD .8" TOP SECTION WITH ~ RAISED PAv'EMENT MARKER TyPE 88 A8 --;n]rC~j=-fn=r-T ~ STIMSONITE TWO-WAY BLUE ~fW 1· CONCRETE BLOCKING 200 r'O .-: -----..!!....!Z:43'.23·_E 8B.DO' .... ~ "';""'1" .200 I . ........................ ..... . ';~:'i5 ' V CON"", BLOC"NC "'~ ~CA5T 'RON TEE "'TH 6' CLANC, "DE OUTLET ~ "--6" GATE VAL'.£ (rL X t.4J) AWoNA C-S09 RESILIENT SEAT 135 I I I: j'" 195 Ii 16" ~ s" ~ 4" MININUt.4 CONCRETE BLOCK UNOER HYDRANT " 6" DUCTILE IRON PIPE, CLASS S2 CEt.4EN'" LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE STO DETAil FOR TIf" RODS WASHED DRAIN ROCI< (3" TO 3/8") Ii LEVEL ALL GROUND MIN .:r RADIUS FIRE HypRANT , 1" 185 180 175 170 " .1 II Ii " " Ii ·1 II " I :g I. $ I~ LOT #6 <l~Jr> r" 190 I~ 185 16~r5'sTORTZ I ... 180 I 175 170 ~ 1 ....... / ......... _-"" .. . ~65 (11 ~d .... ~ ___ IESClp.n_noIoor-..an~d . 160 '*"'**" .... orclralr.gl'*9l( •. g. ... III"d'-""'d-.pipM,rMrkIorI,c:IwrroIII, 2:u.3' 'N17".n7'( "-00' ... lItfJonladlllM,tdllel.,lIIc). - = HYDRANT LOCATION IN CUT OR FILL !07f579 5/18/95 112/15/9 DATE (101 AI ... ___ ........ _d_t. .. awodlO ... ....u.r._.""""'-. .... . ,- 165 ~~ li r . '----~ (2) ,....~allr-ESCpIont_ .. ~ ........... ~_ .. f ~55 -:=.:_ESC_Iou........,.-yal .. ~""'"'*"I"' ...... _ . I (3) ,....bourdaIIooal .. cIeMng __ "" .... pIiO/I ..... t.~--.r~ .. _pIorlO ea!ch_on;I ____ t._ptIoo"'~ Tho~ __ _ rH)Ift""Md~r.Ion_lnIolho __ oyohm. (I') s-.:I _______ t. __ lhel>oglMlngalconoltUCllotl -_IOf"~allheprojocl._IonII .......... _yt. .... ulrodl<l""""IhI!" ~_ .... IoopI_""lhod"""looal"prcjod(RCW .. e.e'II55) -Durhg .. --.porIod. ... ---beyalld ... IIowed-.a_ ..... t.~,....IooIP9 ...... t._b\l .. ~/_lorlhed_<i1 I -(4) ThoEse_.IM_"" ..... """'''"'"'t.~~~_oI-.g_ (,2) o...Mglhe_potIocId_, .......... _~, ... projod_...t>ec!._Qf801."""n 5.000_IM!_ .... "'bo..,,~I.,......,..'fIon"_.hoIlboc_by"""oI "Iii ~ :j 160 ~'Ir~ lie ~I 150 _I LOT #5 >- gNdlng~_~ .................... IO .......... ____ noI_"" ' .. ~.,.,..., ............ _h,SO<IcII"Qllfpi .. llcc"" .. 1ng. __ ~"'~oppbbIoo_~ (l(CCgoo.oaoMkCRS7.IXIDj. (191 Nri.....-~~ ...... _.'""-"-._ ..... be_ ..... lhI'-YII'IIIIIIn ____ prOIIbI ........ ~ .. .... (5)ThoESC __ ""lhIIpIan"" ................ u_""II/IIcjpII.r ... ~ "5 150 145 140 ti (5,000 SF) ~ <JIE~IIfNl""j "1 _..,IoIO~--,._ ... ~or~ ......... .,.IIy ..... . t. _____ -..;._ '*'~ __ • __ t._ .. . ---DuolngU._lDrlporkxI.II-.ESCIlocllMo ..... t.~(e.o._ ....... ~ald __ ... __ I .. _..,..~ __ (l(CCa.oo __ li~ ~ ~~~S[ll~I£NT_ I I ~, ~ <1 145 • ~=-~~~':.:at."/~ard __ .. - (7) ""'_""Wedal~~.--.. ___ ... "'""-_lo . ~for.I*Icd""~_ ..... _irrr'nIkIIIIooI_odwllh .. appn:wtdESCIIlI1hoda (I.g. -*'0. ~.-.g, .....",bIion1dta,OIc.) (KCRS7.ouD) (1<1, w...--*'u""IIr\'Ipnrr ........ _Io ........ IooI~_ .... _~. .. 1IJPIIpIIII_N_"'P""rillrv-~.~lIIpo111'da~-.). (,5) ___ ""~ __ lo--.._t.~ •• -....... ~"'1I/oQ~ II " I 11 " I II " 1\ " " Ii I I r-3~37 " ~I ~ "j ~ (8) Any_-..gESC_ .... 'O<J*Ing-..n.tCIon._t. __ _ (15)"'" -' -- ------------t" _1he ... _-.g.IIOfm ...... T.. 73.63' I 1il ... ,....E8C_"" ___ t.~odard_._m<il ...... _'" ~l ", . ----". . . N 17"42'51' '" 101,90' ----t- I. 1---" --". 1---. ~r------I I I 1 :-J. I ~ w~ j 1 I f-V) , , V1 :0 ~ I' ~-'Ei w .. ~ i LOT #3 (5,000 SF) ~ I gil LOT #-2 (~~) I EXISTING HOUSE LOT In <6,090 SF) ...-~> ~I >1 I I 1 k50 I nr I:J <[ I ~r5 ;::, ~I -"I 140 1~ I . . _.-o.-;;!.-~-0.0· : I =_-1-_----- -- -- -------------sTTvENS"'AV-EfjOCS~ .. i-:-;-";;;"';~~---~t-----: I I 135 .''''''-~~ F -------oc ------------~ --__ .. L -------------TE-SC-"~ -~-=~=-------------------0--_'~5 ----------~ ~m ~z i Edited leot, odce"sio~ Devor ~:-::~~e:U;:;~ ~Or Dev OT RT'-4 DT BY APPR' FIRE HYDRANT ASSEMBLY DETAIL e ADOPTED CITY OP RENTON STANDARD PI.ANS 1ST DATE: 10/15/96 owe r-;J,.'..1E: BR24 SP PAGE: 8102 tXISrIN6 PAVtlllEHr MlffflFI f401'/ FlLr£fl F/i8fff{ fABRIC SHflU Bt INSPeCTED DAILy DUIYHG (!{)ffsrRUCrtON IIffO ClEAHtO Off flfPl.~CtO liS Rf(}UtRtO. IHTERIM GRRTE PROTECT/Oil FOR EXISTING £'.tJS -$ /toG f-Z W >: D.. o ...J W > ~ z co '" W P '" Wj<: f-'" <c'-"c- z « c:' f-j <[vi -l. o..Wp ><[2 f-- 1-<[00 t5 G:::(/)fYt; L DZZZ w ~$8~ is w(/)<[ 0.:: ~t;~~ ! Iu..--1Z~ W uD .0 ~ wes~~ ~ ::JZ a::: 0 (/)a:::«! 0.::1 8 ~I z o ...... m ifJ I-OJ r:Ll~ 1 A:O<;Q~ w",n ...... ::OOCJ~ """"ZO"lIO 1ll!S!<i~I' "':0< ~ ..... ~ ...... U ~ 0::< oS;; ~ r:Ll n::o w ::gt;2Z ~ 0 ::g I 0.. 0 U iDATE, 6/10105 DRA'w'N BY, P,KEARNEY JOB NUMBERI #2105 SHEET: CITY OF RENTON SHORT PLAT NO. LUA-__ -____ SHPL KING COUNTY. WASHINGTON DECLARATION: KNOWN ALL MEN BY THESE PRESENTS THAT I. THE UNDERSIGNED OWNER OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTA nON OF SAME. AND THAT SAID SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL. SUE FONG CHAN State of Washington County I certify that I know or hove satisfactory evidence thot signed this instrument and ocknawledged it to be her free and voluntary act for the uses and purposes mentioned in the instrum6nt. Signature of Notary Public ________ _ Doted __________ _ My appointment expires # ~~ ~ ~41 RECORDER'S CERTIFICATE filed for record this ......... day of ........• 20 ...... at ..... M in book ......... of ....... at page.. . .. at the request of JAMES D. CRONES. P.L.S. Supt. of Records APPROVALS: __________________ _ KING COUNTY RECORDING NO. VOL./PAGE CITY OF RENTON DEPARTMENT OF ASSESSMENTS Examined and approved this ____ day of ________ . 20 ___ _ Exomined ond opproved this ____ day af ____________ , 20 ___ _ Ad~i~t;:~t~;:;-Pi~nning/--B~id\ng/-ptiliii~-w;;:ks----------Assessor Deputy Assessor Account Number LEGAL DESCRIPTION: TAX LOT 2143700075 LOTS 1 AND 2, BLOCK 2, EARLINGTON, ACCORDING TO THE PLA r THEREOF RECORDED IN VOLUME 14 OF PLATS, PACE 7, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT mE SouTH 50 FEET THEREOF. TAX LOT 2143700320 THE SOUTH 50 FEET OF LOTS I THROUGH 4, TOGETHER IMTH LOTS 35 AND 36, ALL IN BLOCK 2 OF EARLINGTON, AS PER PLAT RECORDEO IN VOLUME 14 OF PLA TS, PAGE 7, RECORDS OF KING COUNTY, WASHINGTON. NOTES: FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A r TOTAL STAnON USING TRAvfRSE AND RADIAL SURVEY METHODS THAT MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN WAC 332.130.090. COPYRIGHTED BY CRONES &-ASSOCIA TES LAND SURveYORS. PLAT NOTE: THE LOT OWNERS AND THEIR SUCCESSORS ARE SUBJECT TO A DECLARAnON OF RESTRlcnVE COVENANTS REGARDING THE PARnCIPAnON ON AND SUPPORT OF AN FUTURE LOCAL IMPROVEMENT DISTRICT OR CITY INInA TED PROPOSAL FOR NECESSARY OFF-SIT[ IMPROVEMENTS REQUIRED BY THE RENTON SUBDIVISION ORDINANCE. SAID DECLARA nON OF RESTRlcnVE COVENANTS IS RECORDED UNDER KING COUNTY RECORDING NUMBER: _____________ _ PARCEL AREAS: TAX LOT 0075: 13,089± SO. FT. OR 0.30 ACRES TAX LOT 0320: 30,364± SO. FT. OR 0.70 ACRES ENnRE PARCEL: 43.453± SOFT. OR 1.00r ACRES LOT 1: 8.089:1: SO.FT. OR 0.19:1: ACRES LOT 2: 5000:1: SQ.FT. OR 0.1H ACRES LOT J: 5000:1: SO.FT. OR 0.11:1: ACRES LOT 4: 5,109:1: SQ.FT. OR 0.12± ACRES LOT 5: 5000r SO.FT. OR 0.11± ACRES LOT 6: 15.256± SQ.FT. OR 0.J5± ACRES ZONING: (RMH) RESIDENnAL MANUFACTURED HOMES DENSITY: PROPOSED£ft7DU PER ACRE VERTICAL DATUM: VfRnCAL CONTROL FOR THIS SURV[Y IS BASED UPON CITY OF RENTON VERnCAL DA TUM. USING BENCH MARK RENT1853. CASED CONCRETE MONUMENT WITH TACK IN LEAD IN INTERSEcnON OF SW LANGSTON ROAD AND THOMAS A VENUE 51'1. ELEVA nON = 231.95 FEET NAVD88. SET AN ONSITE TEMPORARY BENCHMARK: CASED MONUMENT AT INTERSEcnON OF SW LANGSTON ROAD ANO STEVENS A VENUE SW. ELEVA nON = 137.98 FEET. CONTOUR INTERVAL: 5 FEET. LAND SURVEYOR'S CERTIFICATE SITE ADDRESS: LOT 1: 405 SW LANGSTON ROAO LOT 2: ____________ _ LOT J: _______________ _ LOT 4: 319 S7FVENS A VENUE SW LOT 5: _______________ _ LOT 6: _______ ~ _____ _ CITY OF RENTON LAND USE ACTION NO. LUA-__ -____ SHPL CITY OF RENTON LAND RECORO NO. LND-__ -___ _ THAT PORTION OF NW 1/4. SW 1/4. SECTION 18. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M. CROSS REFERENCE: REFERENCE IS MADE TO THE FOLLOWING SURVEYS FOR SEcnON SUBDIVIs/ON AND TIE INFORMA nON: ROS BOOK 28, PAGE 135 ROS BOOK 15, PAGE 285 ROS BOOK 59, PAGE 253 ROS BOOK 17. PAGE 285 MAL CUM COMMERCIAL WA TERWA Y nELO BOOK lOOA BLOCK CORNER n[s, RECORDS OF REN TON PLAT OF EARL/NGTON, VOLUME 14, PAGE 7 RECORDS OF KING COuNTY, WASHINGTON. DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS. OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLA T. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE BETWEEN THE FOUND MONUMENTS IN THE CENTERLINE OF SW LANGSTON ROAD ON AN ASSUMED BEARING OF N72'25'15~W AS SHOWN. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW PRIVA TE EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS IS TO BE CREA TEO UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS A AND B SHALL HAVE AN EOUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVA TE ACCESS EASEMENT APPURTENANCES. THESE APPURTANANCES AND MAINTENANCE RESPONSIBILtnES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVA TE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUAL/TY AND/OR DETENnON FACILInES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR on-lER unLiTY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED £OVALL Y. PARKING ON THE PA VlNG IN mE ACCESS EASEMENT IS PROHIBITED. UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEU VICINITY MAP N.T.S. ,. j~ I',jw;:r.rJF\~ -: ~. Ai,."", oS S H2rtl ~t <', t...} Q-1-"'i! t' 0 '" ~ ., " '" " 8l'l'lPi ~ ~ ~ <:. SHIn,,1lt , Rnr\1-on Ave S ~ .~ Rent-ol " z .. : ~!j,,~Sl S 11Jrd 5! s ! ~ "'oi"!7·~!;Ir]")i S~v 3/;j Pf I-S"w 1..ffl) .j *" ~,,'rl R:t S 3rd St ~""'Pt ~" "1> 5',d" ~ ""NiYt'1 Sl~ " , Sw Suns,>1 81"11'd ..).t.> -~ ~ '{ t. I-. ;f 'it. SITE ":.. ",Y \1;(., 1I 1;'{'O~~~'i' il.;, ~U"l :::"'$111 C: :;tt;lSt SHORT PLAT FOR: THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE IN MARCH. 2005. CRONES & ASSOC. LAND SURVEYORS D"WN. BY GRO SUE CHAN DATE JOB NO. CHANS-OIA-PRUIMINARY SSI.OWC JAMES D. CRONES Certificate No. .?~~~.?. 23806 190TH A~. 5.f. KENT, WA 98042 (425) 4J2-59JO FAX 425-4J2-59JJ CHKD. BY GRA APRIL, 2005 SHEET OF 2 ~ CITY OF RENTON SHORT PLAT NO, A PORTION OF ~~1/4, ~\v_l/4, SEC, 18 LUA-SHPL ·1'<'N 1 0'" KING COUNTY. WASHINGTON CITY OF RENTON LAND U:T ACTION NO. LUA- CITY OF RENTON LAND RECORD IVa. LIVD- SHPL / FOUND CONC. MON IN CASE {OECEMBER, 1998} 0--t--_ 6J8.06' N64~ i- FOUND CONC. MON. / I IN CASE W/BRASS PIN (NOVEMBER, 1993) # § ~ ~~ ~ + ~J nil ~ ~ 30' :s:: Cf) ~ ~~I ~ ~};'I~ ~ ~ s ~ ~ " " ~ ~ ~ ~ o h I.!l / FOUND CONe. PC MON. IN CASE W/BRASS PIN _ {NOVEMBER, 1993} -----4~-58756'{M} N72'25 '15 "W{P} {BASIS OF BEARINGS} -------61919'{~-------------- ~ 620.00'(P} 9- '" +----- EP ~ /_ -1-_________ 5:"'0(P) ~~ !-AN~S!9~ ~O!I! __ ~ tN7225'15'" ,,\" r-R/ 4 II'" I W 40 '(P)TYP 79.89', I I I I I I I I-I;;' I I FOUND IRON PIPE t: 112 ~ ~ i" ~ ~ LOi 8090 sa (f <:, § I1ll ~ ::.~~------~--~~ " ~ ~ LOi 2 sOoo so n J '';;-o- , .., ~ ~ ~ ~ ::i ~ I1ll ,., ~ I '" I ! Ci'u I"'~ I ~ ~ ~ ~ ~ ~ I ~ ~~ ; I I :::: ~Q' F[NC[ CORN[R ." ''''''' 1.2 W[ST& \ ~ -I~~ 054 SOUTH OF ~ ~ LO i '-" ;; PROP. LlN[ Co ~ 5000 SO fT ~ I;~, FOUND R[BAR ~ :., t<:: <:: =- o. 61'SW'L Y OF PROPER TY '\ LINE PER ROS 28/135 FEB 1999 q.II'S[ OF Q ~ ,., 572'18'55"[ Cf) PROP LlN[ '\ ~'~ 91.90' ='"'\' ,,~ GOU5E;" ~ i" _ JJ4::; kl ::; FENCE 'Oi 6 .i-... -~ I :;,. .., ...---oN UNE c ofT ..,i 4 --1ll <:C ::. / VIS,l£O 93 ,02565, ~ LO," EL"",50" 30' "NOV ,9' 20 572'18'55'E " siL" 's' Cf) , _ ' 91.90' "" ~ rOUND OLD IX2 LOT STAKE / 1 2C ' ACCESS [AS~.M~NT . "t kl A T PROPERTY CORNER FOR LOT 5 g ~ I :;,. REPLACED IWTH REBAR & I 'l .' , CAP LS 29537 dJ ' ' I ~ ~ r;j I I I I FEB 1999 I\( ", J " Cf) __ • I _ FOUND REBAR I Q ~ RECORDING NO. VOL,/PAGE \ ~ ~ GRAPHIC SCALE NOTE "': J THE INTERIOR LOT LINES WERE ESTABLISHED USING FOUND REBARS AND STAKE AND CONFlRMtD BY OCCUPA TlON ( IN FEET) inch = 40 ft. ON THE GROUND. THE BLOCK MONUMENTS WER[ [STABLISHED BY THE CITy OF RENTON AND OTHERS SOMt TIME AFTER THE RECORDING OF THE ORIGINAL PLAT ANO ARt NOT ORIGINAL PLA T MONUMENTS. FOUND BLOCK CORNERS WERE HEW FOR RIGHT OF WA Y L ~CA TIONS ONL Y LEGEND: ~ CASED MONUM~NT AS SHOWN • SET 5/B" REBAR AND CAP L.S 29537 £IP EDGE OF PAVEMENT R/W RIGHT OF WAr .Q FIRE HYDRANT -D-POWER POLE ® SEWER MANHOLE Hl WATER METER rn TELEPHONE RISER [BJ CATCH BASIN @ STORM DRAIN MANHOLE rn TELEPHONE RISER cc:c:o RQCKERY (RI) (P) (M) (C) VALU£ PER ROS 15/285 VALUE PER PLAT OF [ARLINGTON 14/7 MEASURED VALUE CALCULATED VALUE PER FIELD MEASUREMENTS ANO PLAT t OFONUNO OLD WOOD ;,UB LS 5524 (FEB f9i~}p I l.cJ I L _ -1--_ _ _ _ _ _ R/W LINE FEB. 1999 . _. S. I JO' . ~~ I ~ SW 3RD PLACE - - - - -_...J FOUND CONC MON ~/BRASS PIN 1:5' DE~P i--_ --1---51998'(P) Q r {NDVtMBtR, 1993} ~ ~ 6196I'{M} "'l CRONES & ASSOC. LAND SURVEYORS N72'53 '00 "W{M) -+----- FOUND RAILROAD N72'S6 '4S "W{P} SPIKE WITH PUNCH MARK 0 2' DOWN {NOVEMBER, 1993} 2.3806 190TH AVE 5 ~ K~NT, WA 98042 (425) 4J2-59JO FAX 425-4.32-59.3.3 SHORT PLAT FOR: SUE CHAN w CJ « ~ ..i o > OWN BY GRO DATE FEBRUARY, 1999 JOB NO CHAN$-OfA-PR[UMINARY 552 DWG A PORTION OF ~~_1/4. ~.\V_l/4. SEC. 18 TWP .?,;J_N,. R _:'i_E. W.M. CHKO. BY GRA SCALE SHEET 1 ~=40' OF 2 ;;. ~ ~ ~ \ ---,';'9\;'/I - I , i / I I ~ ~ C ,1 .' I ~ "i \ ~ ::-_,~S!;JI .. Z:\ u fooJ~--Q:j ---~.-~ 'I 1\ r ! \ \ ¥ \ , ~ \ \.'l \ \ \ I '9;"~ .QI~z,L ...:--::':---T ,'7'-L.z.\ \ \ \ ~ ~ j ;B ?: \ \ '£ '1 II I/D rulO Z ---1 J> Ci f'l >-< :l;: I ~ .' I r'" , , , ~ ~ I ---~-I ~~ I 'I' --------r Ii I ilill I I ~-I. I _ ' I C ~ ~ f:! r I~ ~~ r 1. i I -:i: c:: ~ _" ~ I a~ c:: I~ I cmn'~ 1,. ----I' •. ',' I'; i .: HOUSE +-------" ~ II~, L_ _ _ ' ' .;, _ V I " ~ , , '" bi i, I jr-- ----', - --i' I ,(!il I I Hill +--------I ~l'g : ,I , I ~ n,., - ---- ---4-ru ., '" " I I I~ Ill§ I ~;j :; 0; 0; ~ -g i! I" , '!.' I~§ I~ ~~:'l: ~[ " 0" 0 ~ Il IV): ! III ~I ~ ~I:; ~ I~ , -11;0 I '" I I'" :i~ m !~~! ~ ~ i ~ ~~~; 14~ :2:LJ !~ ,<' ~ ~I; I I I J .. ",,,~,;,·s ~rlI2' • ~ I j , m,,·;~,l~!p SZI~ ~~ ~,~:i ;J,1----- ----- --r ---""~-"'-'----"'-'-- u ;;0 0 >l'l'i n! ~'----1 ~I[~~[~, <'. I, I.. e - I ' , " ~ ~ rl, ' EI 'I~t II Irll Il·!~ I~§ I 1 '01 g'118 0 .,-1 -oM II"i I' I e~~ <-I ~i ~ J I I '; I ~.E· I I '" I!"I'~ I ~. I ! I ! I Vii .~. /'"'-~---'T---+ I I; II '~I I I ,I C'l I I -Eji':S \ I sor C W < 1'1 3: f'l Z ---1 U I J> Z ~':f' ,-.~ ::'''' rQ) <$ I ,,\~,' . ~-~ I II~; E~ I~: i4~ I i c"!r ~~,... C'l ~~. ; II : ~' ~ ----.----ii, Ii I 1 I I i I l-\ ii ~ '~\!.;~ ro a ~- §~ ~ ~~ ; ;; ~~§~ 1111 '< ,n ,~ ,z I~ ,---1 1-< , :<:: J> u i ~ -'l ~I~ ....... ~ 0 '-, U1 1 \ I : '~L={j!, I n __ ~<O<~-~_~ 0; ~ I '!I· " l ;;L I~ I:!i€ §~ ~ --~I -II ~r-LANGSTON RD_AD_ -~! 'I ~ ~ I ---n~ ""i'. ..! g ::=~ )g Ik ~ ~ ~ ~ ,.. ~'~I.jj:~ i~; i'/~~i ~..(; - I t I; ~~';' ;.; ~,I!~;;i ;'~'-~,~ i ~~j ll'~ H!H i;!; !~;~ II!! :I~~ J!;; 'ii' :i1 ijl I' _ Hli;_ il!'i Hg~ ;!~~. ~i!i: i~r! i~! l , ~ .. ; i::::<:::~c 10230 48th AVENUE WEST MUKILTEO WA. 98275 !(Dpi!j~~ , ' i1'" ~~~ -, III -0'0 i ! Ii Ii §~~ ~ ~ ~ 'i-. i:; '" PROJECT, ~'I ~ : / ,~ i! ;",," - !; -n,---------l' I ~. LlL !~;;I~ ! 11 "~ ill! !~i ~ 'l't-" '~. !; il ~ ! !Ol., ;. ~ ; ~ : if f; f; ..l_~ ,.j ~I COMMERCIAL BY DESIGNl '-J I _ I PHONE & FAX (425) 349-8919 __ _ SUE CHAN SHORT PLAT CORNER OF STEVENS AVE. S,'v/, &. S,'W, LANGSTON ROAD RENTON, VASHINGTON --1-._--. _ ___ FRONTAGE IMPROVEMENT PLAN ~ •. w ~e =1 i ~ ;~ ~ ~J ! ~; ",I ,i II~Hi ~Q ~ ~ :~ ~ ~i 1111 I~ i ill !~ !ii~ n>- I ~H~ :1:3 i I~ I " -~ 25>1 ",<\ ~l !I '; ,I -r ~~. ~ ~1-1 . ' I ' ! ~ , .j'. rilil ,I" ~ i .'~ ~ i' - -:t; "I ~ ~'ii 1..___ ~-:. j~ ar~ : ~ > ~~~ -; i~~: :I!I ~j~ :~~ 8~g ~~ o· ~~ ~~ ~<: II ~~ f!-% ~~ 1m '" i:i \ I r, IA· />"~ o~ ~~ :~! iii DATE REVISION ~-~ 7/5/05 DESIGN ~[~~LDPM~T . _~ I ) I I! I . II! ,I al . Ir ..... . I • !111l ........ I""" I I · III . lid II . .. I • Ii !Itflft!. I ~I'II"'" IHU . I I i I II 1111'; .1...' (~j 11._1' , • I .. · .. ... · ... "'" , CITY OF RENTON SHORT PlAT NO. /lM-III-J8I BIII'£ eot.tm'. A POI'l'IC* til I!!..t/f. !!.sIt, lie. .!!. tv .!!aI.. a .!..& ..... CITY ~ RDITON UND IISE.ACTION NO. LU4-~-'J'. SHPL tIII'f or.."., lAND ... Ma ~ . .dL ~-----/ii-=~ ~--~ ~=i¥-/ .......... "" ~-..... _ /' IIiiI .. "" _IMII ~-------~ .... ,-----.--------=- fili:i ' 1I;;;g II-T , -~1 -"' I ~ , 1I0'r11 IIQ, WLJPME \\ CRAPIUC SCALI I 'I T ---,. I roo _ . ....,::!!.f!.W_~_... ---__ .J ..i 1'_ '\'\~. tllft .1 § .,,"" till' _" I ~. 1 ,,p'" r;. V.I II I Ii ) I t , ,~ • '. l> • ?jfl.~i;/ ~ , .... ) ~ 'l .. ~"" I l •• ~. 1 .• ~ !! / ~ tP~~~~' -~I I~I~I ~I!!\ --1'_ !~I """"11 1 I ~ ! II ':~ t Ii! 1.1 I ___ II i _.1. .... _ ./ j I I '~t E I + --,.,.. I , . I -+ .. _._._!'t! ____ . ___ .. " ----~ j"(=Z- , . 11 I1W SID PIACB • 11 ~-_--I---.-.---.-__ -----t-.-.-.-.-.-. . "'-.........., -----_AI ... .-- '. f: t • A ... or ltV .. !!.l/ .. lie. .!!. tv Jbq • ..LJ.. W.Il a ... • .. ... .!!!!!!:. *----• ., ... __ ,.u_ .... -.-NW_". IUJ ---.... " ___ ._ HI'I ,., --.------- N-]C1811S t Am. A lAID SURYlYORS ___ u_ ~ .~ j I . ~ i . ~··l t..--'J1tr;G---+., I 'I ~ ~...,.-. ....o.....---i"+-~ -~--.-, ::I:.. ~ l I ADMINISTRATIVE AND JUDICIAL SERVICES DATE: TO: FROM: SUBJECT: M E M 0 RAN DUM July 1, 2009 Carrie Olson, CEO -Development Services /' JiM Cindy Moya, Records Management Specialist l/V" 'Returned Recorded Documents: Bill of Sale -Sue Chan Short Plat (SHP-05-131) Recording #20090508000440 The attached document has been recorded with King County and is being returned to you. Please forward copies to parties of interest. The original will be retained by the City Clerk's Office. Thank you. Attachment cc: SHP-OS-131 h:\cityc1erk\records specialist\correspondence & memos -cindy\recorded documents\bill of sale memo.doc Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 CITY OF RENTON BS PAGE001 OF 002 05/08/2009 11:22 KING COUNTY, WA BILL OF SALE Proj Name: SUE Cl-f1'nJ Sln£T Property Tax Parcel Number: Project File #:l..U A-CtS ' \ . I Street lntersection:--" ......... ~, ... ,"'- Reference Number(s) of Documents assigned or released: Additiona r ference numbers are on page---L-. Grantor(s): Grantee(s): 1. we ~(\ ~ I. City of Renton, a Municipal Corporation 2. . -"J The Grantor, as named above. fo[, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the Grantee, as named above, the following described personal property: I-::::~=:::-::-:-:-:-::=:-::-::-----.---=---:--------:::-:-------=----------'-----' WATER SYSTEM: Length Size ~ IJ -33 f-5 \~O L.F. of -.l:L_'/ -" 'heH\ <e- L.F. of L.F. of Water Main Water Main Water Main SANITARY SEWER SYSTEM: each of each of each of " Gate Valves -c----,--,---" Gate Valves Fire Hydrant Assemblies Length Size ~ -.:::tc$t~65Ef02==---j"b"!.¥_Q*f-=::l.bc~rf==---=~£~=",-Sewer Main L.F. of Sewer Main L.F. of Sewer Main each of _____ " Diameter Manholes each of _____ " Diameter Manholes each of _____ " Lift Stations STORM DRAINAGE SYSTEM: Length Siz!-{( ?1 -&:7,\ -=t/~S~~;L~.F~.~o~f~==~~~==~~~~~~~~ L.F. of Storm Main Storm Main L.F. of Storm Main each of each of each of Storm Inlet/Outlet Storm Catch Basin Manhole STREET IMPROVMENTS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement) Curb, Gutter, Sidewalk 3 I a L.F. I Asphalt Pavement: 3 I a SYor L. F. of q Width STREET LIGHTING: # of Poles bl 0 ~. By this conveyance. Grantor will wnn'ant and defend the sale hereby made unto the Grantee against all and every person or persons. whomsoever, lawfully claiming or to claim th<;; same. This convevance shall bind the heirs, executors, administrators and assigns forever O:\FormsIPBPW\BILLSALE2.DOClbh Page I IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this/O day of ¥L, 20,Q;f Notary Seal must be within box Notary Seal must be within box Notary Seal must be within box O:\Forms\PBPW\BILLSALE2.DOC\bh INDIVJl)FAL fVRM OF ACKN01l'LEDG1IIENT STATE OF WASHINGTON) SS COUNTY OF KING ) I certifY that I know or have satisfactory evidence that _--"S",--,'-U~-",E'"'-' ___ _ CH·-FrrJ "FaN G--signed this instrument and acknowledged it to be hislher/their free and voluntary act for the u:,es and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) Pm. CHHEJ:ilc.. i:<' My appointment expires: 0 l.f _ I ()-/ /) Dated: 0 _ It>- REPRE<iENTATIVE FORM OF ACKNOWLEOGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certifY that I know or have satisfactory evidence that ______ .. _~ ___ _ __ ----,-,--_-,---.,--:----,--, ___ .,---__ --,---,-----:-____ signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and. __ , ~ __ , _______ ~ of to be the free and voluntary act of sllch party/parties for the uses and purposes mentioned in the inslrument. Notary Public in and for the State of Washington Notary (Print) _______________ _ My appointment expires: _____________ _ Dated: CORPORATE FORA! OF A CKNOWLEDGl'!1ENT STATE OF WASHINGTON) SS COUNTY OF KING ) On this ___ day of _____ ---', 20-, before me personally appeared _____________________ :--:-__ to me known to be of the corpo;'atloll that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and eaJ;hem Ql!th stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary (Print) _______________ _ My appointment expires: ____________ _ Dated: Page 2 r DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM June 9, 2008 Bonnie Walton, City Clerk's Office Carrie K. Olson, Plan Review x7235 (§) CHAN SHORT PLAT LUA05-131-SHPL Attached please find two sets of the above-referenced original mylars and three paper copies of the mylar for recording with King County. The recording instructions in order are as follows: 1. Record the short plat mylars. 2. Request King County to return one of the executed mylars to us for our records. Please have the Courier take these documents via 4-hour service. A check in the amount of $17.97 made out to Velocity Express is attached. According to Finance, the King County recording fees for this and all subsequent plat recordings should be charged to account #000000.007.5590.0060.49.000014. Please call me if you have any questions. Thank you. Cc: Kayren Kittrick (Notice of Recording) Jan Conklin (please provide PID/recording #'s to Sonja, Carrie, and Patrick) Patrick (Notice to final short plat on Permits Plus) \\I:\PlanReview\COLSO~lats 2008\Chan SHPL 08 Clerk:Record.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM June 6, 2008 Gregg Zimmennan, Administrator Carrie K. Olson, Plan Review x7235 cD CHAN SHORT PLAT LUA05-131-SHPL Technical Services and Development Services have reviewed and recommended approval for the above-mentioned short plat. Requirements and conditions have been fulfilled, fees paid. Two original mylars are attached and are submitted for your review and signature. Please return mylars to me for recording. Thank you. cc: Yellow File \\I:\PlanRevieW\COLSON\Shortplats 2008\Emerson SHPL 08m ZimSign.doc DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM July 25, 2007 Jan Illian, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review CO CHAN SHORT PLAT LUAOS-131-SBPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Density Worksheet, Declaration of Easement and Covenant for Shared Maintenance • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: Ac!;el!ted Related NA Y.. Prolect#S Comments Y.. / As-Builts V/ Cost Data Inventory 1// Bill of Sale V Easements Y.. (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication Square Footage: 7,070.22 Y.. Restrictive Covenants Future Development Y.. Maintenance Bond Release Permit Bond Comments: APProval:*~ J(.. . K yr Kittrick , Date: f!P.Io y Cc: Yellow File DATE: TO: FROM: SUBJECf: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM September 19,2007 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 CHAN SHORT PLAT LUAOS-131-SHPL AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Cc: Yellow File 1:\PlanReview\COLSON'Shortplats 2007\Chan SHPL 03m PR-TS ReviewStart.doc DATE: TO: FROM: SUBJECf: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM September 19,2007 Jill Ding, Planning Carrie Olson, Plan Review CD CHAN SHORT PLAT LUA05-131-SHPL Attached is the LUA folder for the short plat. We are in the final review stage of recording this short plat. If you find any short plat requirements that have not been properly addressed, please let me know. Please return comments and folder to me by Wednesday, September 19,2007, so I can proceed to final recording. Thanks. • Revised landscape drawings. • No demo permit required • $6,946.04 mitigation fees on four lots will be paid prior to recording. -------,.1~----+4c.,----I~'-~--=--l----' Date: 1I~D P7 Cc: Yellow F V I:\PlanReview\COLSON\Shortplats 2007\Chan SHPL 04m Planning ReviewStart.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM September 28, 2007 Jan Conklin, Development Services Carrie K. Olson, Development ServiceslPlan Review x7235 CHAN SHORT PLAT LUA05-131-SHPL A copy of the above mentioned short plat is attached for your information. If you have comments or changes in addressing, please let me know. \\I:\PlanRevieW\COLSON\Shortplats 2007\Chan SHPL 05m JanC.doc I Carrie Olson -chan short plat 052808.do'" Page 11 ¥,,-~.~.,--~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--. May 28, 2008 Ms. Sue Chan Post Office Box 2221 Renton, Washington 98058 Re: Chan Short Plat 319 Stevens Avenue SW & Langston Road Renton, WA Dear Ms. Chan: On March 14,2008, the Development Services Division granted your request to defer the installation of curb, sidewalk, and the final 2-inch lift of asphalt. In addition, your request to defer landscaping associated with the removal of a power pole is also granted, however a temporary patch must be in place where the utility pole is removed. These items are deferred based upon the condition that receipt of a security device in the amount of $3,600, representing 150 percent of the cost of the above-listed deferred items not yet completed, be in place with the City prior to recording ofthe short plat. According to City code, you have 15 days from today's date to appeal the administrative determination. Appeals are to be filed in writing, with the City Clerk and require a filing fee in the amount of $75.00. Additional information regarding the appeal process may be obtained from the Renton City Clerk's office by calling (425) 430-6510. If you have any questions or need additional information, please contact Mike Dotson, Engineering Specialist at (425) 430-7304. Sincerely, Linda Moschetti Administrative Assistant Public Works Department cc: Gregg Zimmennan, Public Works Administrator Neil Watts, Development Services Director Kayren Kittrick, Engineering Supervisor Mike Dotson, Engineering Specialist I Carrie Olson -chan short plat 052808.do" Mr. Paul Ollestad Conner Homes January 2, 2008 Jan Illian, Engineering Specialist File Page 21 Printed: 06-05-2008 Payment Made: :ITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA05-131 06/05/2008 02:45 PM Receipt Number: T atal Payment: 6,946.04 Payee: VISA -SUE F CHAN Current Payment Made to the Following Items: Trans Account Code Description 3021 303.000.00.345.85 Park Mitigation Fee 5045 304.000.00.345.85 Fire Mitigation-SFR 5050 305.000.00.344.85 Traffic Mitigation Fee Payments made for this receipt Amount 2,123.04 1,952.00 2,871.00 Trans Method Description Amount Payment Credit C VISA Visa Account Balances Trans Account Code Description 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use, Hobbyk, Fence 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5045 304.000.00.345.85 Fire Mitigation-SFR 5050 305.000.00.344.85 Traffic Mitigation Fee 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 650.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax 6,946.04 Balance Due .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 R0802945 Printed: 06-02-2008 Payment Made: CITY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA05-131 05/28/2008 03:03 PM Receipt Number: Total Payment: 3,600.00 Payee: VISA -SUE F CHAN Current Payment Made to the Following Items: Trans Account Code Description Amount 5954 650.237.00.00.0000 Special Deposits 3,600.00 Payments made for this receipt Trans Method Description Amount Payment Credit C VISA Visa Account Balances Trans Account Code 3021 5006 5007 5008 5009 5010 5011 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5024 5036 5045 5050 5909 5941 5954 5955 5998 303.000.00.345.85 000.345.81.00.0002 000.345.81.00.0003 000.345.81.00.0004 000.345.81.00.0006 000.345.81.00.0007 000.345.81.00.0008 000.345.81.00.0009 000.345.81.00.0010 000.345.81.00.0011 000.345.81.00.0012 000.345.81.00.0013 000.345.81.00.0014 000.345.81.00.0015 000.345.81.00.0016 000.345.81.00.0017 000.345.81.00.0018 000.345.81.00.0019 000.345.81.00.0024 000.345.81.00.0005 304.000.00.345.85 305.000.00.344.85 000.341.60.00.0024 000.341.50.00.0000 650.237.00.00.0000 000.05.519.90.42.1 000.231.70.00.0000 Description Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Home Parks Rezone Routine Vegetation Mgmt Shoreline Subst Dev Site Plan Approval Temp Use, Hobbyk, Fence Variance Fees Conditional Approval Fee Comprehensive Plan Amend Fire Mitigation-SFR Traffic Mitigation Fee Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax Remaining Balance Due: $6,946.04 3,600.00 Balance Due 2,123.04 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1,952.00 2,871.00 .00 .00 .00 .00 .00 R0802742 \ Law Office of Gerald F. Robison, PLLC 648 S. 152nd, Suite 7 Burien, W A 98148 Ph.: (206) 243A219 Fax: (206) 243-5061 e-mail: remjuris@aol.com Offi'0fRENJ0N RECEtVED OCT!232007 BUILDINGOIlIlSIQN Gerald F. Robison, Attorney Tara Heckenliable, Assistant Sally Li, Assistant October 22, 2007 Jan Illian Development Services/Plan Review Renton City Hall-6th Floor 1055 South Grady Way Renton, WA 98057 Pat Miller Construction Inspector Development Services Division Renton City Hall-6th Floor 1055 South Grady Way Renton, WA 98057 Re: Chan Short Plat LUA05-131-SHPL Carrie K. Olson Development Services/Plan Review City of Renton 1055 South Grady Way Renton, WA 98057 I have been retained by Sue Chan to represent her interests with respect to a problem that has arisen regarding the above referenced short plat. The problem I refer to is the requirement that has been imposed on her of connecting underground wiring to three neighboring houses I which are not part of her short plat. Ms. Chan has been told that her short plat will not be approved until she has installed and connected underground electrical wiring to all three houses,2 but those property owners have been unwilling to cooperate with her.3 Ms. Chan brought this matter to me as a question of how to obtain the cooperation of those neighboring property owners, but after reviewing the situation and the Renton Municipal Code ("RMC") I believe that the City has exceeded its legal authority by demanding that Ms. Chan connect underground wiring to houses outside her project. The closest thing I found under the 1327 Stevens Ave. SW, 335 Stevens Ave. SWand 330 Stevens Ave. SW 2Including the installation of a new electrical service panel and meter at 330 Stevens 3Each has made demands that have prevented work from going forward and that, if met, would dramatically increase the cost to Ms. Chan. I . RMC to authority for such a demand is the requirement for the installation of conduit4 for underground street crossings under certain circumstances found in RMC 4-6-090.C.l.f In addition, a requirement to make utility connections to neighboring houses5 appears to violate protections of both the United States Constitution and Washington State Constitution against the taking of property for private use as well as violating the right of the neighboring property owners to be free of arbitrary or unreasonable intrusions into their property. I have been informed by Puget Sound Energy ("PSE"), that is possible to move the utility pole to a location which will not require new easements or replacement of the service lines to serve the three houses in question overhead. It is in fact the City of Renton that refuses to allow such a move and instead has restricted PSE in a manner that has the practical effect of denying overhead service. It appears to me that City has arbitrarily imposed this restriction in an attempt to force my client into work that it cannot order directly. There is no authority for the demand that Ms. Chan connect her neighbors to underground wiring as a condition of completing her short plat. The very idea that a person can be forced to install improvements on someone else's property, including a change in the electrical service, is unsupportable. My client wants this matter corrected so that she can finish her short plat without further unnecessary delay. Please provide as soon as possible an explanation for the demand that she connect her neighbors to underground wiring and confirmation that this demand will be dropped so that the utility pole can be moved to a location that will allow an overhead service connection. Sincerely, ~~/?~/--' ~ Gerald F. Robison cc: client 07154 4Ms. Chan has in fact already installed conduit for such connections. 5Including installation of electrical fixtures on the neighboring properties. June 3, 2008 Por Chheng 4620 118th Street SE Everett W A 98208 CITY F RENTON Department of Community and Economic Development Alex Pietsch, Administrator SUBJECT: CHAN SHORT PLAT LUA05-131-SHPL Dear Mr. Chheng: The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. SHORT PLAT REVIEW COMMENTS: (These items are required to be completed prior to recording of the short plat.) 1. On page 1 of 2, under the "APPROVALS:" block, please change language to "Administrator: Public Works Department". 2. Pay the Transportation, Fire and Park Mitigation Fees in the amount of $6,946.04 for 4 lots under LUA05-131 made payable to the City of Renton. These fees may be paid at the Customer Services Counter on the 6th floor of Renton City Hall. When the above items are completed, you may submit the signed and notarized short plat mylar (one original mylar and one copy (on mylar) of each sheet) along with a check in the amount of$13.81 (current courier fee) made out to Champion Couriers. Should you need to discuss any portion of this letter please contact me at (425) 430-7235. Sincerely, ~{(,~ Carrie K. Olson Development Services, Plan Review -----"-::> FAXED TO: Greg Omli, Crones & Assoc., 425-432-5933 ___ I:\p_l_anR_eV_ie_W_\C_Ol_L:_:_~_S_::_~_:_:_:_:d_O:_\:_h_:y_S""'~-:-e:-7tL-o:_:_:_e_~_:_:-;-t:_:_'dO_:8-0-5-7--_____ ~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE I Carrie Olson -Re: From: To: Date: Subject: Hi Por, Jan lilian Chheng, Por K 06/02/2008 12:43:23 PM Re: I just signed off the short plat. It is with Carrie now. >>> "Chheng, Por K" <PorKChheng@boeing.com> 05/30/08 11 :40 AM »> Hi Jan, Could you let me know when you will be sign drawing? Thanks cc: Olson, Carrie Page 11 I Carrie Olson -Status of short plat From: To: Date: Subject: Hi Paul Jan lilian Por.K.Chheng@boeing.com 05/07/200811 :52:44 AM Status of ShO~ S/fPL I thought I would send an email summarizing the things we talked about yesterday. Things that need to get done before the short plat gets recorded. 1. Pave the private roadway with 4 inches of asphalt. Call Pat. 2. Level out area south of hydrant with topsoil and seed or lay sod. Call Pat. 3. Plant two flowering cherry trees (minimum 2" diameter trunk) in front yard of the two existing homes. Call Pat. 4. Clean out concrete chunks behind sidewalk. Call Pat. 5. Submit a letter to Mike Dotson asking to revise the original "approved" deferral request (dated March 14,2008) to include restoration of the rockery along the south property line, install missing concrete driveway approach at 319 and install missing sidewalk section when PSE pole is removed. Provide a new cost estimate for this new work and include a date work is to be completed. cc: Dotson, Michael; Miller, Pat; Olson, Carrie Page 11 I Carrie Olson -Sue Chan SP From: To: Date: Subject: Hi Corey, Jan lilian Corey W Thomas 05/07/200812:02:23 PM Sue Chan SP Would you please drive by 319 Stevens Ave NW? They are in for short plat recording. Thanks. cc: Miller, Pat; Olson, Carrie Page 11 Law Office of Gerald F. Robison, PLLC 648 S. 152od, Suite 7 Burien, W A 98148 CIT'fOFRENTON RECE'VED Oel23·2oo7 Ph.: (206) 243-4219 Fax: (206) 243-5061 e-mail: remjuris@aol.com BUlLDINGDf"ISION Gerald F. Robison, Attorney October 22, 2007 Jan lilian Development ServiceslPlan Review Renton City Hall-6th Floor 1055 South Grady Way Renton, W A 98057 Pat Miller Construction Inspector Development Services Division Renton City Hall-6th Floor 1055 South Grady Way Renton, WA 98057 Re: Chan Short Plat LUA05-131-SHPL Tara Heckenliable, Assistant Sally Li, Assistant Carrie K. Olson Development ServiceslPlan Review City of Renton 1055 South Grady Way Renton, W A 98057 I have been retained by Sue Chan to represent her interests with respect to a problem that has arisen regarding the above referenced short plat. The problem I refer to is the requirement that has been imposed on her of connecting underground wiring to three neighboring houses 1 which are not part of her short plat. Ms. Chan has been told that her short plat will not be approved until she has installed and connected underground electrical wiring to all three houses,2 but those property owners have been unwilling to cooperate with her.3 Ms. Chan brought this matter to me as a question of how to obtain the cooperation of those neighboring property owners, but after reviewing the situation and the Renton Municipal Code ("RMC") I believe that the City has exceeded its legal authority by demanding that Ms. Chan connect underground wiring to houses outside her project. The closest thing I found under the 1327 Stevens Ave. SW, 335 Stevens Ave. SW and 330 Stevens Ave. SW 21ncluding the installation of a new electrical service panel and meter at 330 Stevens 3Each has made demands that have prevented work from going forward and that, if met, would dramatically increase the cost to Ms. Chan. RMC to authority for such a demand is the requirement for the installation of conduit4 for underground street crossings under certain circumstances found in RMC 4-6-090.C.l.f In addition, a requirement to make utility connections to neighboring houses5 appears to violate protections of both the United States Constitution and Washington State Constitution against the taking of property for private use as well as violating the right of the neighboring property owners to be free of arbitrary or unreasonable intrusions into their property. I have been informed by Puget Sound Energy ("PSE"), that is possible to move the utility pole to a location which will not require new easements or replacement of the service lines to serve the three houses in question overhead. It is in fact the City of Renton that refuses to allow such a move and instead has restricted PSE in a manner that has the practical effect of denying overhead service. It appears to me that City has arbitrarily imposed this restriction in an attempt to force my client into work that it cannot order directly. There is no authority for the demand that Ms. Chan connect her neighbors to underground wiring as a condition of completing her short plat. The very idea that a person can be forced to install improvements on someone else's property, including a change in the electrical service, is unsupportable. My client wants this matter corrected so that she can finish her short plat without further unnecessary delay. Please provide as soon as possible an explanation for the demand that she connect her neighbors to underground wiring and confirmation that this demand will be dropped so that the utility pole can be moved to a location that will allow an overhead service connection. Sincerely, .. ~?~~ .-Gerald F. Robison cc: client 07154 4Ms. Chan has in fact already installed conduit for such connections. 5Including installation of electrical fixtures on the neighboring properties. I Law Office of Gerald F. Robison, PLLC 648 S. 152nd, Suite 7 Burien, W A 98148 Ph.: (206) 243-4219 Fax: (206) 243-5061 e-mail: remjuris@aol.com Gerald F. Robison, Attorney October 4, 2007 Jan Illian Development Service sIP Ian Review Renton City Hall-6th Floor 1055 South Grady Way Renton, W A 98057 Pat Miller Construction Inspector Development Services Division Renton City Hall-6th Floor 1055 South Grady Way Renton, W A 98057 Re: Chan Short Plat LUA05-131-SHPL Tara Heckenliable, Assistant Sally Li, Assistant Carrie K. Olson Development ServiceslPlan Review City of Renton 1055 South Grady Way Renton, W A 98057 I have been retained by Sue Chan to represent her interests with respect to a problem that has arisen regarding the above referenced short plat. The problem I refer to is the requirement that has been imposed on her of connecting underground wiring to three neighboring houses 1 which are not part of her short plat. Ms. Chan has been told that her short plat will not be approved until she has installed and connected underground electrical wiring to all three houses,2 but those property owners have been unwilling to cooperate with her.3 Ms. Chan brought this matter to me as a question of how to obtain the cooperation of those neighboring property owners, but after reviewing the situation and the Renton Municipal Code ("RMC") I believe that the City has exceeded its legal authority by demanding that Ms. Chan connect underground wiring to houses outside her project. The closest thing I found under the 1327 Stevens Ave. SW, 335 Stevens Ave. SW and 330 Stevens Ave. SW 2Including the installation of a new electrical service panel and meter at 330 Stevens 3Each has made demands that have prevented work from going forward and that, if met, would dramatically increase the cost to Ms. Chan. , RMC to authority for such a demand is the requirement for the installation of conduit4 for underground street crossings under certain circumstances found in RMC 4-6-090.C.l.f. In addition, a requirement to make utility connections to neighboring houses5 appears to violate protections of both the United States Constitution and Washington State Constitution against the taking of property for private use as well as violating the right of the neighboring property owners to be free of arbitrary or unreasonable intrusions into their property. It may be that it is Puget Sound Energy ("PSE"), not the City, which is requiring that Ms. Chan connect her neighbors to underground wiring. But I can see no authority for PSE to impose such a requirement on a property owner. Whatever the source of the demand, there is no authority for the demand that Ms. Chan connect her neighbors to underground wiring as a condition of completing her short plat. The very idea that a person can be forced to install improvements on someone else's property, including a change in the electrical service, is unsupportable. My client wants this matter corrected so that she can finish her short plat without further unnecessary delay. Please provide as soon as possible an explanation for the demand that she connect her neighbors to underground wiring and confirmation that this demand will be dropped in favor of something more reasonable and within the authority of the City and or PSE.6 Sincerely, ~p17~/ Gerald F. Robison cc: client 07154 Mark Mauldin, Pote1co Mark Honeyseth, Potelco Frederick Wright John Okamoto Brendan Egan 4Ms. Chan has in fact already installed conduit for such connections. 5Including installation of electrical fixtures on the neighboring properties. 6For example, Ms. Chan has already installed underground conduit under and along the street. PSE can continue to serve the neighbors by moving the existing utility pole, installing another pole, or by connecting them underground (at the expense of either PSE or the property owner being served). There is in fact no good reason why those neighbors cannot continue to have overhead service until they are ready to pay for their own underground service connection. March 31, 2008 Ms. Sue Fong Chan POBox 2221 Renton, WA. 98056 CITY. RENTON Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator SUBJECT: SUE CHAN SHORT PLAT UTILITY IMPROVEMENT COMPLETION UTiLITY PERMIT # U060011 Dear Sue: As the utility construction phase of this project moves towards completion, the following items are required to be -completed before the public works utility permit can be signed off and. recording of the short plat can be completed. Please use this letter ·as a project closeout checklist to keep your project moving smoothly through the City's procedures. These items include: 1. Completion and installation of aU utility, drainage, paving, grading, lighting, landscaping, and street imProvements for the project. This indudes completion of all outstanding punchlist items as requested from the Utility Inspector and/or the City Maiu"tenance Crews. The construction permit must be signed off by utility construction inspector, PatMiller prior to recording of the short plat: 2. Payment of overtime insp-ection charges, if applicable. 3. Bill of Sale and Cost Data Inventory. These documents must be prepared and submitted to'the City for reView, approval, and recordmg for all improvements being turned over to the City. Standard forms are enclosed. - 4. Utility Easements. Requiredfor any publicly oWned and maintajned water and sewer appurtenances on the site, which is not a part of the plat These must be submitted, approved, and recorded. Please - submit all easements for our review and approval before signing and notarizing by the property owner. We will return for fmal signature and notarization once the legal description and easement forms have been approved by our Technical Services Section. Please allow 6 weeks for review. Standard form is enclosed. 5. As-Built Concerns. The construction permit plan mylars must be checked-out from the sixth floor Public Works counter and updated or replaced with a complete As-Built plan set. The civil drawings shall accuratdyreflect the constructi~n activity. The civil drawings also need to show all water mam, . sanitary sewer, and storm drainage systems easements, which shall be consistent with. the As-Built location of the utility. Qncethe above have been addressed, submit one set of As-Built blue lines of the civil drawings to my office. The inspector will be review the blueJines and if all is in order I will can for the civil mylars to be returned. An plan sheets, including those constructed per desigll, must be verified, stamped, and signed as "As-Built" by a licensed surveyor or engineer. The my lars are labeled "As-Built" in large block letters and stamped by a PE or PLS. Submit a CAD file along with your As-Built drawings. These final mylars must be submitted for our permanent records. ~--"""---1-0-55-S-0-u-th"';'G-r-ad-Y-W-a-Y---R~en--'_ t'-on-,-w-a-sh~in-gt-o-n-9-8-0-57-~---'-------~ ® This paper contains 500£r';"yc/ed material, 30~o post consumer AHEAD OF THE CURVE 6. After the construction permit is signed offby the inspector, a Maintenance Bond or an Assignment of Funds must be posted with the City for 10% of the value of the improvements to be turned over to the City. The original construction bond will be released after the maintenance bond is accepted by the City. Standard forms are enclosed. The above items are required to be completed and submitted before sign off of the utility permit and, prior to recording of the plat., The project closeout items are coordinated through me' in the Plan Review Section. Coordination between the city, property owner, contractor,and surveyor is essential. Please note that review and approval may take several weeks. Please contact me at 425-430-7216 with . any questions you may have. Thank you for your cooperation. Sincerely, ,fJM;,~ amian " Engineering Specialist :Development Services Division cc: Kayren Kittrick Pat Miller Carrie Ol'son File @omcast Attn: Tracey Bustami 4020 Auburn Way N Auburn, WA 98002 Invoice Invoice #: Date: RE: Job# 41151 September 18, 2007 Chan Short Plat Pole Relocate Reminder: Please include the invoice number on your check. Terms: I:1alance Que upon receipt. Phone: (253) 288-7482 Fax: (253) 288-7500 E-mail: TraceyBustami@cable.comcast.com Bill To: Sue F. Chan are basesd upon Ide\(eloper to purchase and place 2" conduit to follow PSE converting homes to UG service 4511 NE 22nd PI Renton, WA 98059 ,. ~we'st~'· Sprril 01 StltVICC Date: 9/17/2007. Billing Address: Customer: S!J~_Qban __ _ Attention: Sue Chan __ 45Jj NE22Ilc;tP_L __ . Reolon, __ WA _96059. ____________________ _ Proposal Contract No No._ Job Authorization No: _C.JWA17~ Work Location: 319_Stev_ens..A'LSW____ _____________ _____ __ _ __ County __ King _____ . ____ _ Renton,_WA Description and/or specifications of work to be perfonned by Qwest under this Proposal ('"Work"): Work driven by Chan Plat. PSE relocating 2 poles on Stevens Av SW. Qwest to transfer cable terminal & service wires to new poles. Developer to provide trench & place sch-80 pvc wI string for Qwest. Developer to place 2 pvc to 4 homes where service is converting. Qwest to place cable & service wires in -duct & remove 4 aerial wires. -\-A&fillJ~ ~o#~(j)g L .Js.:2{ 3q~~lJ Advance Payment (required before work begins):$~,3~.Oq _______________ _ Total Charges: Two Thous..and Three Hundred Ninety-Four Dollars and 001100 *For the Work performed hereunder by Qwest, Customer will be responsible for these Charges only, unless a change order is Signed by both parties in accordance with Section 8 below. For outstanding balances, Owest will submit an Invoice of Charges to Customer within forty five (45) days of completion of the work under this Proposal. Customer will pay the invoice within thirty (30) days of receipt All past due accounts will be assessed a late fee at 14% APR. Owest shall perform the Work in a professional manner, consistent with industry standards, shall be fit and sufficient for the stated purpose and shall conform to the Specifications. The Work to be performed under this Proposal shall be released to Construction for scheduling pending the return of the fully executed Proposal and receipt of the Advance Payment. This Proposal may be withdrawn by Owest if not accepted by the Customer within 30 days. ~~~;~~r~~~!~:~e ________ ~~~~-----..... -.-... --.. -.- Name PrintedlTyped Teresa Beer ____ . _____ . _ .___ _ ___ _ ~i::: ·--.~i~~~s~_~~~~~~~~~~--_~-::._~.~ .•. ~~JlS~l ~~~~~~_=~ __ =~=~_=~ Acceptance of this Proposal and all of its terms and conditions constitute a binding contract The charges and specifications are satisfactory and are hef;9'1:>y epted. -/ Customer ~~~~r~~~t:~~::: ---~~~-~~~_SLl£ __ Ef5Aitb -~-cflAd----____ _=_ Tjtle:· _______________ C,tw~e..C-----------.. ____________ . ______ . __ .. ____ .. __ ...... ____ _ Date: 9 --2.~--_ __ _ __ ... __ . _______ . __ ._ .. _ _ _________ . ____ . ___ . ______ . __ _ NOTE: CONTRACT TER S AND CONDITIONS ARE PRINTED ON PAGE 2 OF THIS DOCUMENT. Proposal © 2001 Owesl Corporation Page 1 Verskm: 05-19--06 POTELCO INC A Quanta Services Company Private Utility Construction Short Form Construction Agreement 1. The parties to this Agreement are Potelco, Inc., whose address is 14103 8th Street East, Sumner, W A. 98390 ("Potelco") and Sue F. Chan whose address is 4511 NE 220d Place, Renton, W A 98059 ("Customer"). 2. Customer hereby engages Potelco to perform underground construction operations located at 319 Stevens Ave. SW, Renton, WA 98055 for the plat of Chan Short PLAT. The underground construction operations are limited to the following activities: Inspection of trenching under Potelco pennit 3. Customer shall pay Potelco the amount of $452.48 *plus tax $39.82 for a total of $492.30 [gj One-hundred percent (100%) of this amount shall be paid prior to commencement of the Work, 0 Fifty percent (50%) of this amount shall be paid prior to commencement of the Work and the balance is due at the conclusion of the Work or 0 At the conclusion of the Work. Interest shall accrue on overdue payments at the rate of two percent above the prime interest rate as published from time to time in the Wall Street Journal; or, if the law prohibits such a rate, theh the rate shall be the highest rate allowed under the law. Customer shall also reimburse Potelco for all costs of collection, including attorneys' fees, incurred by Potelco in enforcing this payment obligation. 4. Customer recognizes that if payment is not made in accordance with this agreement, in addition to any other remedies Potelco may have, Potelco may place a mechanics' lien against the property on which the Work was performed. 5. Customer represents and warrants that he is the owner of the property upon which the Work has been requested and that he has the full authority to contract for the Work. 6. Potelco shall perform the Work in accordance with industry standards of practice for the locale in which the Work is to be performed. Customer recognizes that one of the risks inherent in this type of work is the potential for damage to an existing underground utility. Customer is advised that Potelco is not in the business of locating utilities and that no such services are a part of the Work hereunder. Therefore, Customer agrees to be solely responsible for identifying, marking or otherwise advising Potelco of the location of existing utilities on Customer's property so that Potelco can avoid contact therewith. Customer hereby expressly assumes all risks that Potelco will strike or otherwise damage an existing underground utility in the performance of the work. 7. To the fullest extent permitted under the law, Customer shall indemnify and defend (with a lawyer to be chosen by Potelco) Potelco and its employees, agents, representatives, affiliates and assigns, ("Indemnitees") from and against all claims, losses and damages, including attorneys' fees, ("Claims") arising out of the performance of the Work notwithstanding Indemnitees' concurrent negligence. Customer shall have no liability to defend or indemnify Indemnitees for Claims proximately caused by Indemnitees' sole negligence. *Complete attached Washington State Resale Certificate if job is for resale. POTELCO, INC. Sign: /}7; 0i/2. (€ 711 ~' Print: In a V-l(. A. /Yla u..1 d ( "l Its: ---------------------------------- Dated: ~ -/5 -0 7 -----=~~~------------------ CUSTOMER 4~/ /~// Sign: ------" iit.1L'> ~. 7 ~ Print: ' 5U ~. CtTttN~ Its: ------------------------------------ Dated: fC / i 6' ! 0 7 ------~-+1-L~7~~--------- , • PUGET SOUND ENERGY NEW PLAT ELECTRIC SERVICE AGREEMENT PSE WORKORDER NO. DATE ISSUED 101041704 08-07-07 PLAT NAME OWNER CHAN SHORT PLAT RELOCATE 1 POLE SUE F. CHAN ADDRESS CITY STATE ZIP 319 STEVENS AVENUE SW RENTON WA 98055 MAILING ADDRESS CITY STATE ZIP 4511 NE 22ND PLACE RENTON WA 98059 CONTACT NAME I PHONE I PHONE SUE F. CHAN 206-550-6260 In accordance with Puget Sound Energy's (PSE) Tariff G, Rate Schedule 85 "Line Extensions", on file with the Washington Utilities & Transportation Commission, this agreement confirms our intention to provide electrical service to your project. The delivery voltage of this electrical service is single-phase 120/240 volts (unless otherwise stated on the attached work sketch). BRIEF DESCRIPTION OF WORK Relocation of 1 Pole Applicable charges: Total Centerline Fqotage charge Estimated Cost Summary of Charges (based on __ .ft) Transformation charge (based on __ lots at 200 amps per lot) Extension-to-plat-entrance charge Total Plat Related Charge Non-residential facilities Relocation/removal of existing facilities/misc charges Other non-refundable charges Total Other Charges * -these prices or charges include Schedule 87 tax effect. Total charges due (please pay this amount)** ** A credit instrument may be used for the "Total amount. .. " (1) shown below. Refund Summary $_----- $ * $ -------- $_----- $ -------- $ -------- $ 1,112.08 $ 4,220.47 $ * * * -------- $ 5,332.55 Refund amount for new permanent residential service connection per lot $ -------- Total amount available for new permanent service connection refunds for lots within plat $ (1 ) -------- Total amount available for other projects or customers who connect to PSE's electric distribution facilities extended to reach the plat entrance $ _______ _ In no case will the total amount refunded exceed $ -------- * This cost information is valid for 90 days from the Date Issued, and is subject to being updated after that time. J have read both pages and agree to the terms and conditions outlined in this agreement and its attachments. TITLE PRINT NAME DATE 07 PSE REPRESENTATIVE PHONE MARK MAULDIN -PSE / POTELCO 253-606-3665 ***Limited-Liability Companies (LLC's) are required to provide contact information for al/ managing members in addition to a copy of your Master Business Application. 3539 6-05 PUGET SOUND ENERGY a subsidiary of PUGET ENERGY Customer SUE F CHAN ~ PUGET ~~nR!'';'ER",q! STATEMENT SUMMARY AS OF OCT 01,2007 Account No. Balance as of last billing Thank you for your payment(s) Balance Forward other Charges CURRENT TOTAL AS OF OCT 01,2007 Statement Due Date Oct 19, 2007 I AMOUNT DUE THIS STATEMENT Description of Other Charges Reference # SAP Line Extension Electric 9825468713857 Pttge 1 of 2 982·546·879· 7 Account Balance $.00 $12,747.69CR $12,747.69CR $12,747.69 $.00 $ .. 00 Amount $77.32 CONSTRUCTION COST-NONREFUNDABLE $77.32 BILL DOC #090327471 PAYMENT RCVD $12747.69 CK 2585 SAP Line Extension Electric 9825468762363 CONST COST-NONREF (RELOCATE) $5177.91 319 STEVENS AVE SW/405 SW LANGSTON RD,RENTON,wA·98055 BILL DOC #090327470 PAYMENT RCVD $12747.69 CK 2585 TWO ORDERS ONE CHECK OTHER ORDER 105046028 SAP Line Extension Electric CONSTRUCTION COST·NONREFUNDABLE BILL DOC #090327472 PAYMENT RCVD $12747.69 CK 2585 SAP Line Extension Plat 9825468776795 9825468715809 $38.66 IN-PLAT REFUNDABLE $5473.75 IN-PLAT NON-REFUNDABLE $1941.39 319 STEVENS AVE SW/405 SW LANGSTON RD,RENTON,WA-98055 BILL DOC #090327452 PAYMENT RCVD $12747.69 CK 2585 TWO ORDERS ONE CHECK OTHER ORDER IS 101041704 SAP Modified Service 9825468727988 BILL DOC #090327769 PAYMENT RCVD $12747.69 CK 2585 $5,177.91 $38.66 $7,415.14 $38.66 For information, emergencies, to report an outage or for changes to your account, please call 1-888-225-5773 or from out-of-state, 1-425-452-1234. When paying in person, please pr.sent both portions. When mailing remittance, pleas8 mail to Pugst Sound Energy, 80T.01H, P.O. Bo)( 91269, Bellevue, WA 98009-9269 --------r---------------------------------------------_________________ w Please detach her. and return this portion with your payment 982-545-653 + PUCET ~g!!,!:'}2!!:!f/!q,r Account: 982-546-879-7 c ... ~ **C057 11.1 •• 1 •• 1.11 •••• 1.1.1.1 •••• 11 •• 11 ••• 1.1 ••• 1.1 ••• 11 ••• 11 ••• 111 SUE F CHAN 4511 NE 22ND PL RENTON WA 98059-3652 NONE Puget Sound Energy BOT-01H P.O. Box 91269 Bellevue, WA 98009-9269 0001 01 00009825468797 000000000000 000000000000 Oustomer SUE FCHAN • PUCET ~?' ·~f?o!f~!R,.q:: Page 2 of 2 Account No. 982·546·879·7 MOD SVC OH TRANSFER (M·SA 7 A·4P) $38.66 Charge Total $38.66 Total of Other Charges $12,747.69 For information, emergencies, to report an outage or for changes to your account, please call 1·888·225-5773 or from out-of-state, 1-425-452·1234. , . PUGEI Ii , SOUND ENERGY PDIELCD INC A Quanta Services Company August, 15th 2007 Sue F. Chan 4511 NE 220d Place Renton,W A 98059 Re: Customer Agreement for Chan Short Plat and Pole Relocate PSE order No. 105046028,101041704 Dear Sue Chan Subject: Obtain necessary permits and/or operating rights for your project located at 319 Stevens Ave. SW, Renton, WA 98055 According to Puget Sound Energy's filed Tariff, Schedule 85, customers requesting new electric service are required to provide "all legal rights necessary" for the construction of new electric facilities to serve their project. Operating rights need to be obtained for the Company (Puget Sound Energy) prior to the commencement of construction of such facilities. Most permitting agencies will not issue a utility permit to someone who is not an agent of the utility company. Therefore, Potelco, Inc., as Puget Sound Energy's agent, will obtain the necessary permits at the request of the customer. The estimated cost for obtaining the required agency permits for your project at the above location is $298.95. Please submit a check in this amount payable to Poteico, Inc. at the above address. The above listed cost covers the cost of one inspection. There may be additional inspections of the project throughout its duration depending on the complexity. Under the above-cited Rate Schedule, you are responsible for all permits and associated fees. Respectfully, Mark Mauldin Project Engineer/Project Manager Potelco, Inc. .. . ... PUGFT SOU1\D ENERGY POTELCOINC A Quanta Senices Company To New Customer Construction Customer: Puget Sound Energy's (PSE) Tariff G, Rate Schedule 85 "Line Extensions" on file with the Washington Utilities & Transportation Commission provides for PSE to furnish the Engineering, Design and construction for all electric line extensions of PSE's distribution system. This agreement confirms that PSE will provide Engineering, Design and Construction for new electrical service to your project under the terms of Schedule 85, and also summarizes the Customer's obligations to pay the cost of Engineering and Design according to the Rate Schedule. This agreement letter is to inform you about the Engineering and Design process, and what will occur as a result of 1) customer requested changes, or, 2) if a project does not proceed to construction. PSE will perform engineering and provide a least cost design based upon information that is provided on the Application for Service submitted by the customer and/or the customer's agent. Once all necessary information is received and the design process has begun, should the customer request changes which result in re-engineering and/or re-design, the customer will be charged a non-refundable Re-Design Fee. The amount of the fee will depend on the scope and magnitude of the requested change. This agreement letter is also to inform you that when the cost of Engineering and Design, or the cost to provide a cost estimate of Engineering and Design costs are anticipated to exceed $500, PSE may require that the cost be paid in advance. If the Customer subsequently cancels the project, PSE may bill the Customer for the costs of engineering and design. If PSE does not construct the engineered project within one (1) year following the completion of engineering, the job may be deemed canceled and PSE may bill the Customer for the costs of engineering and design. The payments for Re-Design or canceled jobs are not refundable. Payments made for Engineering and Design will be considered part of the total payment due for the planned line extension should the project be engineered and constructed in a timely manner. If the payments for Engineering and Design exceed the total payment due for the line extension, the difference will be refunded. I have read and agree to the terms and conditions outlined in this agreement. Project Address:/ 9 tevens Avenue SW , Renton ,./' . by application to PSE Print Name ~J Ib /07 Dak ) Puget Sound Energy / Poteleo 8001 S 212TH St Kent WA 98032 1 • • Law Office of Gerald F. Robison, PLLC 648 S. 152nd, Suite 7 January 11,2008 Brendan Egan 327 Stevens Ave. SW Renton, WA 98057 Burien, W A 98148 Ph.: (206) 243-4219 Fax: (206) 243-5061 e-mail: ierry{@.gfrobisonlaw.com Re: Chan Short Plat LUA05-131-SHPL ) \ YOFRENTOI, RECE'V~O J'''\; I 2 3 2008 BUILDINGOIVISION Ms. Chan has asked me to write an agreement covering certain issues you want addressed with respect to the changes to be made in the electrical service to your property. I have drafted the attached agreement based on the information provided to me by Ms. Chan after the meeting that was held yesterday. Please review it carefully. If it is acceptable to you, please sign at the bottom and return to me in the enclosed envelope. Be sure to make a copy for yourself. ~ If you see minor changes that are needed, you may write those in before you sign and return it. " If you believe major changes are needed, please contact me (my contact information is at the top of this page) or Ms. Chan's advisor, Por Chheng, as soon as pos~ble. Time is critical in this matter, so please let me know as soon as possible if you see any problems with the proposed agreement. In order to meet the 30 day schedule agreed on in your meeting, please contact me by January 24th if you believe any changes are needed. cc: client 07154 Sincerely, ~~c/ ;:Z~?-- Gerald F. Robison J AGREEMENT WHEREAS Sue Chan, as the developer of "Chan Short Plat LUA05-131-SHPL", is required as a part of her development to make certain changes to the electrical service on Stevens Ave. SW, Renton, W A, and as part of that work is willing to change the electrical service to the house at 327 Stevens Ave. SW, Renton, WA, from an overhead service to an underground service; and WHEREAS Brendan Egan, as the owner of the house at 327 Stevens Ave. SW, Renton, W A, is willing to accept the benefits of having the electrical service to the house at 327 Stevens Ave. SW, Renton, Washington, changed from an overhead service to an underground service upon the terms and conditions set forth below; IT IS AGREED THAT: 1. Ms. Chan will convert the electrical service to the house at 327 Stevens Ave. SW, Renton, W A, from an overhead service to an underground service, and will pay the cost of labor, materials, permits and inspections for installing the new service from the street to the house, and for a new mast, meter base and service panel for the house if needed. 2. Mr. Egan may, if he so chooses, hire his own contractor to install the new mast, meter base and service panel for the house, and Ms. Chan will pay such contractor's reasonable invoices for such work. 3. Within seven days after all plans have been approved by the City of Renton and Puget Sound Energy a timetable or schedule for the work to be done will be provided to Mr. Egan by Ms. Chan. ' \ 4. Mr. Egan will allow reasonable access to his property as needed to complete the work. 5. In any legal action concerning this agreement the prevailing party shall be entitled to judgment for their costs incurred therein, including a reasonable attorney's fee. 6. Each party has had the opportunity to review this agreement with their own legal and other counsel and this agreement is effective immediately when signed by all parties. Brendan Egan Date Sue Chan Date t' Law Office of Gerald F. Robison, PLLC 648 S. 152nd, Suite 7 Burien, WA 98148 Ph.: (200) 243-4219 Fax: (206) 243-5061 e-mail: jerry@gfrobisonlaw.com January 11,2008 John Okamoto 330 Stevens Ave. SW Renton, WA 98057 Re: Chan Short Plat LUA05-131-SHPL Ms. Chan has asked me to write an agreement covering certain issues you want addressed with respect to the changes to be made in the electrical service to your property. I have drafted the attached agreement based on the information provided to me by Ms. Chan after the meeting that was held yesterday. Please review it carefully. If it is acceptable to you, please sign at the bottom and return to me in the enclosed envelope. Be sure to make a copy for yourself. • If you see minor changes that are needed, you may write those in before you sign and return it. \ If you believe major changes are needed, please contact me (my contact information is at the top of this page) or Ms. Chan's advisor, Por Chheng, as soon as possible. Time is critical in this matter, so please let me know as soon as possible if you see any problems with the proposed agreement. In order to meet the 30 day schedule agreed on in your meeting, please contact me by January 24th if you believe any changes are needed. cc: client 07154 Sincerely, ~~£/?~? Gerald F. Robison .' AGREEMENT WHEREAS Sue Chan, as the developer cf"Chan Short Plat LUA05-13 J -SHPL", is required as a part of her development to make certain changes to the electrical service on Stevens Ave. SW, Renton, WA, and as pa.rt: of that work i'S ""illing to change the electrical scnrice to the house at 330 Stevens Ave. SW, Renton. W A, from an overhead service to an underground service; and WHEREAS John Okarr..ot0, as the owner of the house at 3'30 Stevens Ave. SW, Renton, WA, is willing to accept the benefits ofhavillg th~ electrical servil;e to the house at 330 Stevens Ave. SW, Renton, Washington, changed from an overhead service to an underground service upon the terms and conditions sct forth below; IT IS AGREED THAT: 1. 2. 3. 4. 5. 6. 7. Ms. Chan will convert the electrical service to the house at 330 Stevens Ave. SW_ Renton., W A, from an overhead service to an underground service, and WIll pay the cost of labor, materials, permits and inspections for installing the new service from the ')treet to the house, and for a new mast, meter base and service panel for the house if needed. Mr. Oh.moto may, if he so chooses, hire his o\\'ll contractor to install the new mast, meter base and service panel for the house, and Ms. Chan will pay such contractor's reasonable invoices for such work. Within seven days after all plans have been approved by the City of Renton and Puget SOlmd Energy a timetable or schedule for the work to be, done wilJ be provided to Mr. Okamoto by Ms. Chan. \ Mr. Okamoto will allow reasonable access to his property to complete the work. Ms. Chan wilJ ensure that aJI reasonable steps are taken to avoid dainaging the fish pond on Mr. Okamoto's property or killing any fish therein. Ms. Chan 'NiH pay the reasonable cost to repair the fish pond if it is damaged, or to replace any fish killed, as a result of the underground wiring work. Mr. Okamoto will not place any valuable or expensive fixtures, ornaments or fish in the fish pond before the underground wiring work is don. In any legal action concerning this agreement the prevailing party shall be entitled to judgment for their costs incurred therein, including a reasonable attorney's fee. Each party has had the opportunity to review this agreement with their own legal and other counsel and this agreement is effective immediately when signed by all parties. John Okamoto Date Sue Chan Date January 11, 200~ Brandi Reed Lavv Office of Gerald F. Robison, PLLC 648 S. 152nd, Suite 7 Burien, WA 98148 Ph.: (206) 243-4219 Fax: (206) 243-5061 e-mai.l: iclrr(cv,gfrobisonlaw.com 335 Stevens Avr. SW Renton, W A 98057 Re: Chan Short Plat LUA05-131-SHPL Ms. Chan has asked me to write an agreement covering certain issues you want addressed with respect to the changes to be made in the electrical service to your property. I have drafted the attached agreem~nt based on the information provided to me by Ms. Chan after the meeting that was held yesterday. Please review it carefully. If it is acceptable to you, ph~s: :::igI1 at the hnttcm and return to me ili the encksf.n envelope. Be sure to make a copy for yoursdf. . If you see minor changes that are needed, you may write those in before you sign and return it. \ If you believe major changes are needed, please contact me (my contact information is at the top of this page) or Ms. Chan's advisor, Por Chheng, as soon as possible. Time is critical in this matter, so please let me know as soon as possible if you see any problems with the proposed agreement. In order to meet the 30 day schedule agreed on in your meeting, please contact me by January 24th if you believe any changes are needed. cc: client 07154 ';j' '-'--"-Fc:. t~ ?L:~lx~A L2.2/ (-7 }.-". LV-"1.. \. t-..... '_.j...l. I t --. e'jiSCSL Sincerely, /A-~/?~~ Gerald F. Robison , \.1 • ( • AGREEMENT WHEREAS Sue Chan, as the developer of "Chan Short Plat LUA05-13I-SHPL", is required as a part of her development to make certain changes to the electrical service on Stevens Ave. SW, Renton, W A, and as part of that work is willing to change the electrical service to the house at 335 Stevens Ave. SW, Renton, WA, from an overhead service to an underground service; and WHEREAS Brandi Reed, as the owner of the house at 335 Stevens Ave. SW, Renton, WA, is willing to accept the benefits of having the electrical service to the house at 335 Stevens Ave. SW, Renton, Washington, changed from an overhead service to an underground service upon the terms and conditions set forth below; IT IS AGREED THAT: 1. 2. 3. 4. 5. 6. 7. Ms. Chan will convert the electrical service to the house at 335 Stevens Ave. SW, Renton, W A, from an overhead service to an underground service, and will pay the cost of labor, materials, permits and inspections for installing the new service from the street to the house, and for a new mast, meter base and service panel for the house if needed. Ms. Reed may, if she so chooses, hire her own contractor to install the new mast, meter base and service panel for the house, and Ms. Chan will pay such contractor's reasonable invoices for such work. Within seven days after all plans have been approved by the City of Renton and Puget Sound Energy a timetable or schedule for the work to be,done will be provided to Ms. Reed by Ms. Chan. "' Ms. Reed will allow reasonable access to her property aspeeded to complete the work. Ms. Chan will ensure that all reasonable measures are taken to avoid killing the tree now growing on the street side of Ms. Reed's property and will pay to remove the tree within six years after the date of this agreement if it dies as a result of the underground wiring. In any legal action concerning this agreement the prevailing party shall be entitled to judgment for their costs incurred therein, including a reasonable attorney's fee. Each party has had the opportunity to review this agreement with their own legal and other counsel and this agreement is effective immediately when signed by all parties. Brandi Reed Date Sue Chan Date December 19,2007 Ms. Sue Chan PO Box 2221 Renton, W A 98058 CIT" .OF RENTON Planning/Building/Public Works Department Gregg ZimmermanP.E., Administrator SUBJECT: CHAN SHORT PLAT (LUA05-131, SHPVH, ECF) Dear Ms. Chan, This office has reviewed your request (November 28, 2007) to extend an approved short plat (File No. LUA05-131) pursuant to RMC 4-7-070M. Specifically, the municipal code allows the original approving body to isslle a single one (1) year extension. As the decision was issued on January 24, 2006, your request of November 28th was timely. Therefore, your request is reasonable. You should be aware this office is empowered to issue only one such extension. If the final short plat approval is not completed by January 24, 2009,itwill expire and cannot be extended again. Therefore, your short plat extension request is approved. The short plat will expire on January 24,2009. . . Please feel free to me at (425) 430-7286 should you have any furthe.r questions 01' comments regarding this extension. Sincerely, jJ ~~l~~ Jennifer Henning, AICP Current Planning Manager cc: . Neil Watts, Development Services Director Carrie Olson Project File --~----1O-5-5-S-0u-th-G-ra-d-Y-W-a--'Y"""-R-e":""n-to-n-, w-as""""h-in-,.g-to-n-9-g-05-7-------~ * This papercontain.s 50% recy~ed material, 30% post consumer' AHEAD OF THE CURVE November 28, 2007 To: PlanninglBuildinglPublic Works Dep't Renton City Hall, 6th Floor 1055 S. Grady Way Renton, WA 98055 From: Sue Chan PO Box 2221 Renton, W A 98058 Re: Chan Short Plat LUA 05-131, SHPL-R ECF 319 Stevens Ave. SW and 405 Langston Road Pursuant to Renton Municipal Code Section 4-7-070 M, I request an extension of one year on the above short plat. Said short plat was originally approved on or about January 24, 2006, and has not expired as of this date. I have been working diligently to complete this short plat, but have been unable to do so because of an issue which has arisen regarding changes to the electrical service and the need to obtain the cooperation of certain property owners outside the short plat. I expect to have those issues resolved soon, but am requesting this extension in order to avoid the risk that the approval might expire before all is done. Sincerely, CIWOfRENTON ~S;r,~"'F=O NOV 2 9 2001 3U/LDINGDIVISION j , Law Office of Gerald F. Robison, PLLC 648 S. 152nd, Suite 7 Burien, W A 98148 Ph.: (206) 243-4219 Fax: (206) 243-5061 e-mail: remjuris@aol.com Gil Y Ur heN I UN RECEIVED OCT 102007 BUILDING DIVISION Gerald F. Robison, Attorney Tara Heckenliable, Assistant Sally Li, Assistant October 4, 2007 Jan Illian Development Services/Plan Review Renton City Hall-6th F100r 1055 South Grady V·lay Renton, WA 98057 Pat Mi1ler Construction Inspector Development Services Division Renton City Hall-6th Floer 1055 South Grady Vlay Renton, WA 98057 Re: Chan Short Plat LUA05-131-SHPL Carrie K. Olson Development ServicesiEan Review City of Renton 1055 South Grady Way Renton. Wi'\. 98057 " I have heen retained by Sue Chan to represent her interests with respect to a prohlem that has arisen regarding the above referenced short plat. The problem I ~efer to is the requirement that has been imposed on her of connecting underground wiring to three neighboring houses 1 which are not part of her short plat. Ms. Chan has been told that her short plat will not be approved until she has installed and connected underground electrical wiring to all three houses,2 but those property owners have been umvilling to cooperate ,xlith her.3 Ms. Chan brought this matter to me as a question of how to obtain the cooperation of those neighboring property owners, but after reviewing the situation and the Renton Municipal Code ("RMC") I believe that the City has exceeded its legal authority by demanding that Ms. Chan connect underground wiring to houses outside her project. The closest thing I tound under the 1327 Stevens Ave. SW, 335 Stevens Ave. SW and 330 Stevens Ave. S\\T 2Inc1uding the installation ofa new electrical service panel and meter at? 3G SteV!~ns 3Each has made demands that have prevented work from going forward and that, if met, would dramatically inctease the cost to Ms. Chan. RMC to authority for such a demand is the requirement for the installation of ccnduit4 for underground street crossings under certain circumstances found in RMC 4-6-090.C.l.f. In addition, a requirement to make utility connections to neighboring houses5 appears to violate protections of both the United States Constitution and Washington State Constitution against the taking of property for private use as well as violating the right of the neighboring property owners to be free of arbitrary or unreasonable intrusions into their property" It may be that it is Puget Sound Energy ("PSE"), not the City, which is requiring that Ms. Chan connect her neighbors to underground "'iring. But I can see no authority for PSE to impose such a requirement on a property owner. Whatever the source of the demand, there is no authority for the demand that Ms. Chan connect her neighbors to undergrotmd wiring as a condition !1f completing her ~hort piat.. The very idea that a person can be forced to install improvements on someone else's property, including a change in the electrical service. is unsupportable. My client wants this matter corrected so that she can finish her short plat without further unnecessary delay. Please provide as soon as possible an explanation for the demand that she connect her neighbors to underground wiring and confinnation that this demand will be dropped in favor of something more reasonable and within the authority of the City and or PSE.6 cc: 07154 client Mark Mauldin, Potelco Mark Honeyseth, Potelco Frederick Wright John Okamoto Brendan Egan . , Sincerely, ~~~)?~.-- Geraid F. Robison \ 4Ms. Chan has in fact already installed conduit for such connections. 5Including installation of electrical fixtures on the neighboring properties. 6F or example, Ms. Chan has already installed underground conduit under and along the street. PSE can continue to serve the neighbors by moving the existing utility pole, installing another pole, or by connecting them underground (at the expense of either PSE or the property owner being served). There is in fact no good reason why those neighbors cannot continue to have overhead service until they are ready to pay for their own underground service co~ection. CITY F RENTON Kathy Keolker, Mayor Planning/BuildinglPublic Works Department Gregg Zimmerman P.E., Administrator September 12, 2007 PorChheng 4620 118th Street SE Everett W A 9808 SUBJECf: Dear Mr. Chheng: ,CHAN SHORT PLAT LUAOs..131-SHPL The review submittal on the above~mentioned short plat has been completed and the following comments have been returned. Please review these comments and make the necessary changes. Once changes have been completed please , resubmit three copies of the short plat drawings and of any other related documents. SHORT PLAT REVIEW COMMENTS: 1. Contact Jan lllian, PlimReviewer, at 425430~ 7216, for requirements to be completed on the civil construction portion to your project. 2. See the addressing attachment. Note said addresses on the short plat drawing. 3. Include (on·short plat under the "EXCEPTIONS FROM TITLE REPORT" block) Item No.3 of the "EXCEPTIONS;' section of the Ticot-Title Company, Plat Certificate report, Order No. 6360764~ 1, datea July 13,2007. 4. The DECLARATION OF EASEMENT AND COVENANT FOR SHARED MAINTENANCE document is not needed at this time,and should not be referenced on the short plat drawing. There can be no easement if the , curreht property owner oWns all oftheproposed lots. Said easement is created when the lots are sold to others. The "DECLARATIQN OF COVENANT"block (Sheet 1 .of2) addresses the intent .of the property owner to create ,the easement when a sale of one 01' :more of the lots is completed. The "PRIV ATE ACCESS AND ' UTILITIES MAINTENANCE AGREEMENT" block (Sheet 1 of 2) identifies those lots affected by the future easement and what the easement ownership and maintenance specifics a,re,to be. The covenant block and the agreement block should satisfy Item No.4 wtder the "DECISION" block.of the HearingExaminers; report dated January 10, 2006. ,5. Add a north arrowto the VICINITY MAP (Sheet 1 of 2). 6. The Declaration of Restrictive Covenants docUItlent (concerning the LID) is not neededJor this short plat? Please remove the "PLAT NOTE" block from the subniittal. , Should you need to discuss any portion ofthis letter please contact me at (425) 430-7235. Sincerely, ·.~K,&&m . Carrie K. Olson Development Services, Plan Review '-?>FAXED TO: Greg OmIi,Crones, & Assoc., 425-432~5933 cc:> . Yellow File ',' ,,' , I:\PlanRevieW\cOLSON\Shortplats 2007\Cw,N SHPL02L ~RequC$tStop,doc 1055 South. Grady Way -Renton,Washington 98057 ®' This paper contai,ns 50% recycled materi,al, 30% post consumer' AHEAD OF THE CpRVE [l t: 0--. -+- 'fJ CITY OF RENTON SHORT PLAT NO. A PORTION. OF ~_1/4. ~~_l/4. SEC. J.!3_ TWP ~..?_N .. R _~_E .• W.M. WA-... _.,,_. ___ SHPL KING COUNTY. 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IIJJ SHORT PLAT FOR: SUE CHAN Joe NO • t5 ~ ..... ~ A PORTION OF ~J.I_I/4. §l"_!/4. Me _!.~_ TWP ..?3_N .. R .. ~_n:,. W.M. . "" Otf""'''DIA .. MR.I..., .t~.M CHI(O. a .... StiHT or , • .. J r ~Carrie b'lson- From: To: Date: Dear Carrie! "Chheng, Por K" <Por.K.Chheng@boeing.com> <COlson@ci.renton.wa.us> 09/12/2007 5:06:02 AM Here is my land survey phone and fax: Greg Omli Crones and Associates Land Surveying 800-266-5930 Fax: 425-432-5933 greg@crones.com <http://us.f569.mail.yahoo.com/ym/Compose?To=greg@crones.com> cc: <schan64@yahoo.com>, "Chan, Sue F" <Sue.F.Chan@boeing.com>, <Greg@crones.com> ~ yage 11 , DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM August 30, 2007 Carrie Olson Sonja). Fesser~ Chan Short Plat, LUA-05-131-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: See the addressing attachment. Note said addresses on the short plat drawing. Include (on short plat under the "EXCEPTIONS FROM TITLE REPORT" block) Item No.3 of the "EXCEPTIONS" section of the Ticor Title Company, Plat Certificate report, Order No. 6360764-1, dated July 13,2007. The DECLARATION OF EASEMENT AND COVENANT FOR SHARED MAINTENANCE document is not needed at this time, and should not be referenced on the short plat drawing. There can be no easement if the current property owner owns all of the proposed lots. Said easement is created when the lots are sold to others. The "DECLARATION OF COVENANT" block (Sheet 1 of 2) addresses the intent of the property owner to create the easement when a sale of one or more of the lots is completed. The "PRIV ATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT" block (Sheet 1 of 2) identifies those lots affected by the future easement and what the easement ownership and maintenance specifics are to be. The covenant block and the agreement block should satisfy Item No.4 under the "DECISION" block of the Hearing Examiners' report dated January 10,2006. Has the Declaration of Restrictive Covenants document, as noted under the "PLAT NOTE" block (Sheet 1 of 2) been recorded? If so, noted the recording number thereof in the space already provided. If said document has not been recorded, then record when needed. NOTE: Technical Services has not reviewed said document \H;\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0432\RV070830.doc September 5, 2007 Page 2 Add a north arrow to the VICINITY MAP (Sheet 1 of 2). Comments for the Project Manager: Is the Declaration of Restrictive Covenants document (concerning the LID) needed for this short plat? Is this a new city requirement? If not, have the "PLAT NOTE" block removed from the submittal. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0432\RV070830.doc\cor DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM July 25,2007 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services D Carrie Olson, Plan Review x7235 G CHAN SHORT PLAT LUA05-131-SHPL AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Declaration of Easement and Covenant for Shared Maintenance -~ W:e:t:7 tJt::t.7 I • Lot Closures • Short Plat Certificate ? • Title Report • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: _____________ \, __________ , Date: ____ _ Robert T Mac Onie, Jr. Sonja Fesser Cc: Yellow File I:\PlanReview\COLSON\Shortplats 2007\Chan SHPL 01 m PR-TS ReviewStart.doc DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM July 25, 2007 Jan lIlian, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review CHAN SHORT PLAT LUAOS-131-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Density Worksheet, Declaration of Easement and Covenant for Shared Maintenance • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: ~ Related ~ Proiect#s Comments As-Builts Cost Data Inventory BiIl of Sale Easements 1- (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication Square Footage: 7,070.22 1- Restrictive Covenants Future Development 1- Maintenance Bond Release Permit Bond Comments: Approval: __________________________ :, Date: _____ _ Kayren Kittrick Jan Illian Cc: Yellow File DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. 4 3 3 G ,S-square feet J , 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** square feet Private access easements** :J.tJ.Q.~ square feet Critical Areas* 1061 square feet Total excluded area: 2. 4,Q,a G square feet 3. Subtract line 2 from line 1 for net area: 3. 3Q,l ~~ square feet 4. Divide line 3 by 43,560 for net acreage: 4. • <K90 acres 5. Number of dwelling units or lots planned: 5. __ ~ __ unitsllots 6. Divide line 5 by line 4 for net density: 6. 6, 74 = dwelling units/acre *Critical Areas are defined as "Areas determined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, weUands or floodways." Critical areas buffers are not deducted/excluded. ** Alleys (public or private) do not have to be excluded. Q:\ WEB\PW\DEVSERV\Fonns\Planning\density.doc Last updated: 11108/2004 1 , Filed for record at request of: Sue Chan PO Box 2221 Renton, W A 98058 Grantors: Sue Chan Grantees: Sue Chan Declaration of Easement and Covenant for Shared Maintenance Abbreviated Legal Descriptions: ptn L 6, Chan SP, Renton LUA 05-131. Assessor's Property Tax Numbers: I. Declaration of Easement. The Declarant, Sue Chan, being the common owner of all property affected by said easement, hereby creates an easement for ingress, egress and utilities over, across and under the following described real estate, situtated in the County of King, State of Washington, as the servient tenement: That portion of Lot 6, Chan Short Plat, City of Renton LUA 05-131, recorded on _______ , 2007, under King County recording number 2007 ______ _ lying easterly of the following described line: Beginning at the point on the northerly boundary of said Lot 6 which lies 20.00 feet westerly of the point at which the boundaries of Lots 4, 5 and 6 of said subdivision meet, then running southerly, parallel to the westerly boundary of said Lot 4, as extended, to the southerly boundary of said Lot 6; for the use and benefit of the following described real estate, situated in the County of King, State of Washington, as the dominant tenement: Lot 5, Chan Short Plat, City of Renton LUA 05-131, recorded on ___ ,2007, under King County recording number 2007 _________ _ II. Maintenance Covenant. This covenant affects the above described Lots 5 and 6, which share the easement area described above. Each property shall have one share in the rights and obligations arising under this covenant, which shall be designated the Pro Rata Share. The total number of Pro Rata Shares shall be 2. Page 1 of 4 , A. General Maintenance Costs: (1) These costs shall include, but are not limited to, items such as filling potholes, seal coating (if the road is paved), and other costs necessary to preserve and maintain the roadway in a reasonable and accessible condition so as to allow free and unobstructed passage of vehicular and pedestrian traffic as may be reasonable and necessary in order that all owners may enjoy full and free use of their property accessed by this roadway. These costs shall also include the cost of cleaning, clearing, maintaining, repairing and replacing storm drainage facilities in the easement area, utility lines and associated fixtures. (2) All costs and expenses incurred for general maintenance shall be divided in Equal Shares, with each property paying its Pro Rata Share of the costs and expenses. (3) General Maintenance shall be in compliance with any and all requirements the City of Renton may have for the maintenance of private roads, storm drainage facilities and shared utility lines. (4) General maintenance of the roadway shall include emergency repairs, such as clearing snow or windfalls, or other such unexpected emergencies. B. Capital Improvements: (1) The capital improvements shall include, but are not limited to, those major expenditures involving such costs as installing sidewalks, paving or repaving the roadway, chip sealing, regrading, or otherwise changing the roadway. Original installation of storm drainage facilities in the easement area, shared utility lines and associated fixtures shall be a capital improvement. (2) Both parties to this covenant must unanimously agree to pursue any capital improvement in order to obligate both properties to pay for such work. (3) All costs and expenses for capital improvements shall be divided according to the property's Pro Rata Share. C. Extraordinary uselUndue damage -Costs. In the event that the actions of any party to this covenant (or anyone acting on behalf of or under the direction of any party) should subject the roadway, storm drainage facilities in the easement area or shared utility line and associated fixtures to other than normal wear and tear, and should such roadway, storm drainage facility in the easement are and/or shared utility line and associated fixtures or other improvements be damaged by such use, the involved party to this covenant shall have the obligation to repair such damage upon demand by the other property owner, and to restore said damaged items to the condition existent prior to said damaging activity, and all expenses therefrom shall be borne by said party. Page 2 of 4 III. Subdivision of Lots. In the event any lot subject to this covenant is subdivided or otherwise altered so as to increase the number of lots using the road, then those additional properties shall be subject to this covenant the same as if they were identified herein. The total number of Pro Rata Shares shall be increased accordingly. IV. Restrictions on Use: Use of the roadway shall be restricted ordinary residential use for access to the properties identified above. No fence or other structure may be erected in the easement area which adversely affects use of the roadway for access to the properties identified above. No vehicles or other objects may be parked or stored in the easement area. V. Dispute Resolution A. In the event of any dispute under this covenant any aggrieved party shall attempt mediation before beginning litigation. No party which fails or refuses to participate in good faith in the mediation of any dispute hereunder may recover its costs or attorney's fees in any resultant litigation. B. If mediation is attempted but the parties fail to reach agreement, the amount of costs and attorney fees may be included in any application for recovery of costs and attorney's fees by the party who ultimately prevails. Otherwise, each party will bear its own costs and attorney's fees in mediation and the cost of mediation shall be divided equally between the parties in the absence of any other agreement. C. Except as provided above, the prevailing party shall be entitled to judgment for its costs and attorney's fees in any action broUght under or arising from this covenant. VI. Easement and Covenants to Run With the Land The easement and all covenants created in this declaration shall run with the land and shall be binding upon all parties and their heirs, successors, and assigns who are owners of the real property previously described herein. The benefits described herein shall run with the land and be for the benefit of the respective real properties described herein. VII. Definitions A. Equal Share and Pro Rata Share: Equal Share and Pro Rata Share is a division of costs that is equal to the total number of properties bound by the covenant, with each property responsible for one (l) share. B. 'Party' shall include any owner of the properties affected by and bound to this covenant. Page 3 of 4 VITI. Enforcement of Liability for Costs. A. Any party hereto may as their own action bring suit to recover any share of maintenance, repair, replacement, or other such costs incurred pursuant to this covenant which are not paid within a reasonable time by the party responsible for payment thereof. B. Any amounts due under this covenant which are not paid within thirty (30) days after written demand shall bear an interest at twelve percent (12%) per annum. C. Any amounts due under this covenant which are not paid within thirty (30) days after written demand shall constitute a lien on the property for which payment is due. IN WITNESS WHEREOF the parties have subscribed their signatures on the dates shown below: STATE OF WASHINGTON County of King On this day personally appeared before me Sue Chan to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. I()~ J~'\k GIVEN under my hand and official seal ~:2 (1= J \ (Print name ofNo .... ~ _._."" Notary Public residing at -:-"W"-.".'-t'JHibT.ir--IlJ'~r=-""""'~ My commissi~'~~1 Page 4 of 4 'EVELOPMENT SERVICES OMSION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS AU,..uJ~. n(}h c.e This'tequirement may be waived by: 1. Property Services Section . 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section <-1 -/; i, /' I . + j.., t PROJECT NAME: (JiAc:.. L/y'(<:J1 C)t,l;j('j-PteI.': t1~, DATE: tef:c /Or I DEVELOPMENT SERVICES DIVIS .. WAI"E:R OF SUBMITTAL REQUII'(EMENTS FOR LAND USE APPLICATIONS Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 . ~ r'-'O~,J -rc'l..<'~_"'-<:1-' J . -, , requirement may be waived by: 1. Property Services Section r1 AI • r i ..L.. PROJECT NAME: ( )UL, C"hCi..1.c% Y1f.y i: ek-I 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section DATE: fdi~ If/:1-----~~~~/~~---------------- woo 07/23/2007 14:49 4254325933 CRONES AND ASSOC J-': \t-'roJects t-~. -'er\AutoCAD Drawings\C\CHANS-01 A\I NDARY.ptc Lot Closures -Prepared using Survey/Civil Solutions for AutoCAD Bearing Mode Date Prepared: 11/20/2006 Drawing: CHANS-01A-SS2.dwg t-1easurernen't. Units: feet. SHORT PLAT SUE CHAN BOUNDARY Bearing Distance Northing/Lat Easting/Dep S 17°42'33" W 135.53 N 72,°18'56" w 279.69 N 17°43'33" F. 80.00 S 72°18'56" E U9.86 N 17"43'07" E 50.00 S 72°18'56" E 79.90 N 17 Q 42'51" E 61.86 N 17°42'51" E 101. 90 S 72°25'15" E: 79.89 S 17°42'33" W 102.05 S 17°42'.33" W 56.33 Closure in Lat/Dep: Starting Point: 1829.596 -129.108 4700.488 84.962 4785.450 76.202 4861.652 -36.410 4825.242 47.628 4872.870 -24.271 4848.599 58.927 4907.526 97.068 5004.594 -24.128 4980.466 -97.215 4883.251 -53.660 4829.591 0.005 4914.107 Start (POB) -41.226 4872.881 -266.473 1606.408 24.357 4630.765 114.196 4744.961 15.217 4760.178 76.124 18.36.302 18.822 4855.124 31. 005 4886.129 76.159 4962.288 -31.042 4931.246 -17 .134 4914.112 -0.005 4829.596 1911.107 Distance Error: N 45°00'OO~ W 0.007 Total Distance: 1147.00 Accuracy Ratio: 1:162,210 Area; 43,453 ft2 0.998 Acres PAGE 02 07/23/2007 14:49 4254325933 CRONES AND ASSOC I-':wro/ec oldeMuto(;AD Drawings\C\CHANS-01 )T 1.ptc loot Closures -Prepared using Survey!C.i.vil Solutions for AutoCAD Bearing Mode . Date Prepared: 6/30/2005 Drawing: CHANS-01A-PRELHUNARY SS? .dwg Measurement Units: feet SHORT PI,AT SUE CHAN LOT 1 Bearing Distance Northing/Lat Easting/Dep N 72"25'15" W 79.89 S 17°.12'51" W 101. 90 S 72°18'56" E 49.89 N 17°42'33" E 1. 93 ,., 0 72°18'56" E 30.00 N 17'-'42'33" E 100.11 Closure in loat/Dep; 4980.468 24.129 5004.597 -97.069 4907.528 -15.155 4892.373 1. 838 4894.211 -9.113 4885.098 95.366 4980.464 0.004 Starting Point: Distance Error: Total Distance: Accuracy Ratio: Area: 8,089 ft2 4980.1168 N 68"11' 55" E, 363.72 1:33,771 0.186 Acres 0.011 5587.990 Start (POB) -76.159 5511.831 -31.005 5480.826 47.533 5528.359 0.587 5528.946 28.582 5557.528 30.452 5587.980 0.010 5587.990 PAGE 03 07/23/2007 14:49 4254325933 CRONES AND ASSOC /",,;\I"'ro/ec olOer\AutOI.,;AU urawmgs\C\CHANS-01 or 2.ptc Lot. Closures -Prepared. using Sur.vey/Civil Solutions fo.r. AutoCAD Bearing Mode Date ?repared: 6/30/2005 Drawing: CHANS-OIA-PRELIMINARY SS2.dwg Measurement Units: feet SHORT PLAT SUE CHAN LOT 2 ---.... __ ..... _---- Bea.rj.ng Dj.stance Northing/Lat -------... _---------.... _---------------- 4883.258 N 17°42'33" E 1. 93 1. 8.39 4885.097 N 72°18'56" W 30.00 9. J.13 489~.2J.0 S 17°42'33" W 1. 93 -) .839 4892.371 N 72"18'56" W 49.89 15.156 4907.527 S 170 42'51" W 61. 86 -58.927 48~8.600 S 72~18'56" E: 79.90 -24.272 4824.326 N 17°42'33" E 5.53 5.268 4829.596 N 72°19'11" w 0.00 0.000 4829.596 N 17°42'33" E 56.33 53.661 4883.2.57 Closure in Lat/Dep: 0.001 Starting Point: Dista.nce Error: Total Distance: Accuracy Ratio: Aree: 5,000 ft;: -------------- 4883.258 N 75"57'49" W 287.38 1:69,700 0.115 Ac:.r.es 0.004 Easting/Dep -------------- 5556.950 Start (POB) 0.587 5557.537 -28.582 5528.955 -0.587 5528.368 -47.533 5180.835 -18.822 5462.013 76.125 5538.138 1. 68? 5539.820 0.000 5539.820 17.134 5556.954 -0.004 -------------- 5556.350 PAGE 04 07/23/2007 14:49 4254325933 CRONES AND ASSOC J-':\I--roJec )IOer\AutO(,;AU UraWingS\C\CHANS-01 )T 3.ptc Lot Closures -Prepared using Survey/Civil solutions for AutoCAD Bearing Mode Date Prepared: 6/30/2005 Drawing: CHANS-OIA-PRELIMINARY SS2.dwg Measurement Units: feet SHORT PLAT SUE CHAN LOT 3 Bearing Distance Northing/Lat Easting/Dep N 77.1;18'56" W 79.90 N 72°18'56" w 12.00 S 17°42'33" W 54.41 S 72°18'56" E 91. 90 N J.7°42'33" E 51-41 Closure in Lat/Dep: Starting Point: Area: 5,000 ft2 0.115 Acres 4824.330 24.27] 4848.601 3.645 4852.246 -51.831 4800.415 -27.917 4772.498 51.832 4824.330 0.000 5538.133 Start (POB) -76.124 5462.009 -11.4.33 5450.576 -16.551 5434.025 87.558 5521. 583 16.550 5538.133 0.000 4824.330 5538.133 PAGE 05 07/23/2007 14:49 4254325933 CRONES AND ASSOC , .11 II.IJ'=\'L --VI~~I\MUll.)l,.,"'\U uraw,"gS\L\\";HAN~-U1 UT 4.ptc Lot Closures -l?repared using Survey/Civil Solutions for AutoCAD Bearing Hode Date Prepared: 6/30/2005 Drawing: CRANS-01A-PRELIMINARY SS2.dwg Measurement Units: feet SHORT PLAT SUE CHAN LOT 4 Bearing Distance Northing/Lat Eaating/Dcp N 72 c 18'56" W 91.90 S 17 0 42'33" W 55.59 S 72¢18'56" E 91.90 N 17 0 42'33" E 55.59 Closure in Lat/Dep: Starting Point: Area: 5,109 ft2 0.117 Acres 4772.500 27.917 4800.·0.7 -52.956 4747.461 -27.917 4719.544 52.956 4772.500 0.000 5521.583 Start (POB) -87.557 5434.026 -16.909 5417.117 87.557 5504.674 16.909 5521.583 0.000 4772.500 5521.583 PAGE 05 07/23/2007 14:49 4254325933 CRONES AND ASSOC 1-':\l-'rOlec older\AutoCAD Drawings\C\CHANS~O' OT 5.ptc .. _-.. " Lot Closures -Prepa.red using Survey/CiviJ Solutions for AutoCAD Bearing Mode Date Prepared: 6/30/2005 Drawing: CHANS-01A-PRELIMINARY SS2.dwg Measurement Units: feet SHORT PLAT SUE. CHAN T~OT 5 Bearing Distance Northing/Lat Easting/Dep N 72"18'56" W S 17°43'()7" W ,.. 17°43'07" W .:> S 72"18'56" E N 17"42'33" E N 17°42'33" E 67.90 50.00 23.63 67.91 19.22 54.41 5450.577 Start (POB) -64..691 5385.886 -15.218 5370.668 -7.191 5363.477 64.701 5428.178 5.846 5434.024 16.551 5450.57.5 Closur-e in Lat/Dep: 485?'.246 20.626 4872.872 -47.628 4825.244 -22.509 4802.735 -2.0.629 4782.106 18.309 4800.415 5lo83? 4852.217 -0.001 0.002 Starting Point: Distance Er-ror: TotaJ. Distance~ Accuracy Ra.tio: A.-rea: 5,000 ft2 4852.246 5450.577 S 63 0 26'07" E 283.()7 1:],26/595 0.115 Acres 0.00.7. PAGE 07 07/23/2007 14:49 4254325933 CRONES AND ASSOC I .\1 IVJ~ ulvel ,,",U~V\..lML.J L.JI~wUl9::>\'-'\'-'MAI\I~-U·1 U I o.ptc Lot Closures -Prepared using Survey/Civil Solutions for nutoCAD Bearing Mode Date Prepared: 6/30/2005 Drawing: CHANS-OIA-PRELHHNARY SS2.dwg Measurement units: feet SHORT PLAT SUE CHAN LOT 6 Bearing Distance Northing/tat Easting/Dep N 72"18'56" W 67.91 N 17°43'07" E 23.63 N 72°18'56" W 119.86 S 17°43'33" W 80.00 S 72°1.8'56" E 279.69 N 17"42'33" E 20.00 N 72°18'56" w 91.90 N J.7°42'33" E 36.37 Closure in Lat/Dep: Starti:lg Point: Area: 15,256 ft2 0.350 Acres 1782.106 20.629 4802.735 22.509 4825.244 36.410 4861.654 -76.202 1785.4S2 -84.962 4700.190 19.052 47l9.542 27.917 4717.459 34.647 1782.106 0.000 4782.106 5428.180 St.are (POB) -64.701 5363.479 '1.192 5370.671 -114.196 5256.475 -2<1.357 5232.118 266.473 5498.591 6.084 5501.675 -87.557 5417.118 11. 063 5428.181 -0.001 5428.J.80 PAGE 08 ~ ( fl. TICOR TITLE COl\1PANY 600 SW 39th Street, #100, Renton, WA 98055 (425)255-7575 FAX (425)255-0285 Date: July 13, 2007 at 08:00 AM Prepared For: Sue Chan INQUIRIES SHOULD BE MADE TO: UNIT 1 (425)255-7472 Donna Roetter Arlene Naputi TITLE IS VESTED IN: Sue Fong Chan, as her separate estate LEGAL DESCRIPTION: PARCEL A: Order No.: Your Reference: Charge: SECOND REPORT PLAT CERTIFICATE SCHEDULE A Tax: 6360764-1 Chan/ $ 330.00 $ 29.04 Lot(s) 1 and 2, Block 2, Earlington, according to the plat thereof recorded in Volume 14 of Plats, page(s) 7, in King County, Washington; EXCEPT the south 50 feet thereof. PARCEL B: The south 50 feet of Lots 1 through 4; TOGETHER WITH Lot(s) 35 and 36, ALL in Block 2, Earlington, according to the plat thereof recorded in Volume 14 of plats, page(s) 7, in King County, Washington. \ PLAT Certificate Schedule A ( Policy No. 6360764-1 LEGAL DESCRIPTION SCHEDULE A CONTINUED The land referred to herein is described as follows: PARCEL A: ( Lot(s) 1 and 2, Block 2, Earlington, according to the plat thereof recorded in Volume 14 of Plats, page(s) 7, in King County, Washington; EXCEPT the south 50 feet thereof. PARCEL B: The south 50 feet of Lots 1 through 4; TOGETHER WITH Lot(s) 35 and 36, ALL in Block 2, Earlington, according to the plat thereof recorded in Volume 14 of plats, page(s) 7, in King County, Washington. ( EXCEPTIONS: PLAT CERTIFICATE SCHEDULE B 1. EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: DISCLOSED BY: AREA AFFECTED: Laying and connecting up a sewer 4284893 Lots 1 and 2 2. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: Jones-Thompson Investment Company, a Washington corporation RECORDED: May 29, 1909 and September 19, 1924 RECORDING NUMBER: 617375 and 1919026 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Excepting and reserving; however, unto said first party and its successors and assigns forever all coal and minerals of every kind upon and under the land above described, and the right of mine the same in the usual and ordinary course of mining and free ingress and egress to and from said premises for such purposes. NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 3. Matters disclosed by Survey recorded under Recording Number 20000208900002. 4. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Sue Fong Chan, an unmarried woman TRUSTEE: Ticor Title Insurance Company BENEFICIARY: Mortgage Electronic Registration Systems, Inc., solely as nominee for IndyMac Bank, F.S.B., a federally chartered savings bank ADDRESS: PO Box 2026, Flint, MI 48501-2026 LOAN NO.: 121252353 AMOUNT: $232,000.00 DATED: April 27, 2005 RECORDED: May 6, 2005 RECORDING NO.: 20050506001764 AFFECTS: Parcel A. 5. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Sue Fong Chan, an unmarried woman TRUSTEE: Ticor Title Insurance Company BENEFICIARY: Mortgage Electronic Registration Systems, Inc., solely as nominee for IndyMac Bank, F.S.B., a federally chartered savings bank ADDRESS: PO Box 2026, Flint, MI 48501-2026 LOAN NO.: 121252694 AMOUNT: $29,000.00 DATED: April 27, 2005 RECORDED: May 6, 2005 RECORDING NO.: 20050506001765 AFFECTS: Parcel A. ( SCHEDULE B (Continued) ( 6. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Sue Fong Chan, an unmarried woman TRUSTEE: First American Title Insurance Company BENEFICIARY: Mortgage Electronic Registration Systems, Inc., solely as nominee for First National Bank of Arizona ADDRESS: PO Box 2026, Flint, MI 48501-2026 LOAN NO.: Not disclosed AMOUNT: $212,000.00 DATED: May 6,2005 RECORDED: May 11, 2005 RECORDING NO.: 20050511000948 AFFECTS: Parcel B. 7. General property taxes and special district charges, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1 st half delinquent on May 1 st; 2nd half delinquent on November 1 st) Total Taxes for Year 2007 Amount Billed: $3,097.40 Amount Paid: $1,548.70 Amount Due: $1,548.70 Tax Account Number: 214370-0075-09 Levy Code: 2110 Current Assessed Value: Land: $112,000.00 Improvements: $169,000.00 AFFECTS: Parcel A. 8. General property taxes and special district charges, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1 st half delinquent on May 1 st; 2nd half delinquent on November 1 st) Total Taxes for Year 2007 Amount Billed: $3,207.31 Amount Paid: $1,603.66 Amount Due: $1,603.65 Tax Account Number: 214370-0320-02 Levy Code: 2110 Current Assessed Value: Land: $260,000.00 Improvements: $31,000.00 AFFECTS: Parcel B. NOTES: A. In the event the transaction fails to close and this commitment is cancelled, ~ fee will be charged to comply with the State Insurance Code and the filed schedule of this Company. B. Abbreviated Legal for purposes of King County Recorders Office is: Us 1-4, 35 and 36, Blk 2, Earlington, Vol 14/7 . C. 24 MONTH OWNERSHIP SEARCH: The vesting deed into vestees herein was recorded on May 6, 2005, recorded under Recording Number 20050506001763. ( AFFECTS: Parcel A. D. 24 MONTH OWNERSHIP SEARCH: SCHEDULE B (Continued) ( The vesting deed into vestees herein was recorded on May 11, 2005, recorded under Recording Number 20050511000947. AFFECTS: Parcel B. df/ga/1 0/19/2005 /an/07/19/2007 PLAT Certificate Schedule B PARTIES OF RECORD CHAN SHORT PLAT LUA05-131, SHPL-H, ECF Por Chheng 4620 118th Street SE Everett, WA 98208 tel: 206-550-6260 eml: pporchheng965@hotmail.com ( contact) Tom Uchison 406 SW Langston Road Renton, WA 98055 (party of record) Updated: 11/21/05 Sue Chan PO Box 2221 Renton, WA 98056 tel: 206-550-6260 (owner / applicant) Arthur Legg 502 SW Langston Road Renton, WA 98055 tel: 425-226-1829 (party of record) (Page 1 of 1) MAILBOX REQUIREMENTS NOTICE FOR ALL NEW PLATS AND SHORT PLATS City of Renton Development Services Division DEVELOPMENT 1055 South Grady Way-Renton, WA 98055 err.,' OF Fi€~~~NING Phone: 425-430-7200 Fax: 425-430-7231 0 The Post Office wants to be involved in helping you locate your mailboxes before construcf!n 2 + 2005 begins. Please take a copy of your plat map along with this form to the City of Renton ~I:IVE Office, 314 Williams Avenue South, for their sign-off. Please submit a signed copy of this1~ 0 with your application. Property L Location: 3 \q S Le.Ve,Y\S ~ve.. -Sw ¢ 405 '-o.Y1~ 'S T-o-,.,] Owner's Name: SUE. C \-\ ~ ~. Phone C? 0 b ) '8 \, - \ l.. \ ~ Number: ( 2.66) S <;0·-,6 2. b C <. Land Use Application Num,~r: . 3. '1 Post Office A:tf/1' 7cdu (t...a-J,.,ill Date: rD Q:\WEB\PW\DEVSERv\Forms\Planning\mailbox.doc IM CA IM G3 • 19 T23N RSE W 112 ~ ZONING ----.... tea Ilt,:r UmIt,o o =:. DaINICAL IBVICIS ,... CA 00 ,....----~'""1.~ C ~ \It (lit ..; -.... ~ f: 0--. -?-' CITY OF RENTON SHORT PLAT NO. WA·· __ .-____ SHPL KING COUNTY. WASHINGTON / -CCHC. WON. IN CA$t IDCCC>I1If1f, "H) ~_"I.Of' ",.~~ ""-"DCCM:.-./' IN C4U "/MUS I"IN (NO';(M8E~. ",J) # ~~ ~ q,~ I ». I ~ I ~~I ~~I !is I A PORTION OF' tI.!'I_l/4. ~'!t'_1/4. SEC. }!I_ TWP '?'?_N .. R _LE .• W.M. CITY OF RfNrON LAND USC ACTION NO. LUA-__ -____ , SHPL CI7Y or RtNTON LAND RECORD NO. LND-__ -___ _ Po \.~ '1 )1 , T ; I A PORTION OF' ~.!'!...1/4. §!I'_1/4. SF-C. 111_ TVIP .?_3_N .. R _.~_Il .• W.M. rtt<)5=<7' YOL./PAGE itA If-os--/31 ';<;l/3'~-067Sd7 :21" 3~ 320( 'I J NOTE: IINtI 'M!~C /ND It'~, AND IJY OCCUPI4 TfOH 111- GRAPHIC SCALE )'.. .. sut ::;j ( IN FEET ) Ineh. 40 rl ''''WD ,., n.tt ~1HOt1 SC»It nNE -•. ~ ._ ... _.......... ()F' rHI 0Rtf1IH144 ~"" AND AItr 1f01 0If1GtNAt PLAT "_,N", _ ,,_ CO/fHliH t'('.v HQD 'nJIf ItICHr ()I' WA r '''''''_StlOO.r. 0 ..... 9Y LECEND: -~ CASto 1IlJHWCH~ A$ SHOwN • srr 1/1-R£UAIf ~ND ClIP L$. 21$.11 CP CD« OF "''''~ R,Iw I<fQfI or WA, . o __ , -0-~CR POtl (S) . $CIOf' _.r m "If' "CTtR m rnl-'''$/!T! iii CAlcr<....., @ sr""" DIWN loW//'OU m 'CUPHONt /tISCIt o:'I:X:lltOCtt(tt., IR') '.LI" "" _ ,./H. IP) _ Pr •.... T or r-.TON "/' ("') M£I<IJIICD "'/ tIC Ie) CALClllATCO ""1iC I'CIf nttD ""'5IJI!lWu" Io/ID PV.T mCRONES & ASSOC. d.EJ LAND SURVEYORS lJItIJ ,.,., Ato(. I.e. /((Nt, ...... "~I (An) fJl-"~ r~ 4/,s-W."J.l SHORT PLAT FOR: SUE CHAN J09 NO. ~ 0( ~ ci > 1-_ DATI: A /f)""'( ~. """ CH~0.9V i~' CJfANS·CIA·NfUlINIIfr W1*1: .,.. SCALE ---•• ' .. • .. D· -----------_. SH((T or 1 J. l qryplataddress 06/01/2006 . LOT STRES SIR STREET NAME I; '. i;,' .;; SUBDIV '><fl . 1 405 SW LANGSTON RD CHAN SHORT PLAT 2 305 STEVENS AVE SW CHAN SHORT PLAT 3 311 STEVENS AVE SW CHAN SHORT PLAT 4 319 STEVENS AVE SW CHAN SHORT PLAT 5 325 STEVENS AVE SW CHAN SHORT PLAT 6 331 STEVENS AVE SW CHAN SHORT PLAT Page 1 I Chan Short ____ '-"'-' _ nditions of Development (Summ _ UAOS-131 Project Condition Source of When Compliance Party Responsible Notes Condition is Required The applicant shall be Code/Hearing Prior to final plat Applicant required to install a 5-foot Examiner recording landscape strip along the Condition project's Stevens Avenue SW and SW Langston Road street frontages and plant two ornamental trees, minimum caliper of 1-1/2 inches (deciduous) or 6-8 feet in height (conifer) within the 15-foot front yard area of each lot. A detailed landscape plan must be submitted with the construction drawings and the trees shall be planted prior to final building permit inspection. The applicant shall submit Hearing Utility Construction Applicant Examiner Perm it Review a revised landscape plan Condition to the Development Services Division project manager at the time of Utility Construction Permit Application for review and approval. The revised landscape plan shall show additional landscaping within the Steven Avenue SW and SW Langston Road rights-of-way as an excess of 5 feet of undeveloped right-of-way is located along the subject site. The landscape plan shall show either 100 percent drought tolerant species or shall be sprinkled. In addition, the revised landscape plan shall show two trees within the 20-foot front yard areas of Lots 5 and 6. .. .' Chan Short. .nditions of Development (Summ • .UA05-131 The front yard area Hearing Building Permit Applicant!Builder Examiner Review assigned to proposed Lot Condition 1 shall be the area located along the northern property line fronting on SW Langston Road, the front yard areas assigned to proposed Lots 2-6 shall be the area facing east towards Stevens Avenue SW. Pay Transportation Hearing Prior to final plat Applicant $2,871.00 Mitigation Fee Examiner recording Short Plat Condition Pay Fire Mitigation Fees Hearing Prior to final plat Applicant $1,952.00 Examiner recording Short Plat Condition Pay Parks Mitigation Hearing Prior to final plat Applicant $2,123.04 Fees Examiner recording Short Plat Condition Haul hours are limited Code During Construction Applicant! from 8:30 am to 3:30 pm Contractor/Builder Monday through Friday Within 30 days of Code During Project Applicant! completion of grading Construction Contractor/Builder work the applicant shall hydroseed or plant appropriate vegetation. Construction hours are Code During Project Applicant! from 7:00 am to 8:00 pm Construction Contractor/Builder Monday through Friday and 9:00 am to 8:00 pm on Saturday and no work is allowed on Sundays. Chan Short nditions of Development (Summ UA05-131 A maintenance Hearing Prior to final plat Applicant agreement shall be Examiner recording created concurrently with Short Plat the recording of the short Condition plat between proposed Lots 5 and 6 in order to establish maintenance responsibilities for the shared private access and utility easement and associated improvements. The agreement shall be placed on the face of the final short plat prior to recording. The applicant shall ERC During project and ApplicanUcontractor comply with the Mitigation residential Ibuilder recommendations found Measure construction in the geotechnical report prepared by Earth Consultants, Inc. dated September 6, 2005. The applicant shall ERC During project and ApplicanUcontractor maintain a minimum Mitigation residential Ibuilder setback of 10 feet from Measure construction the Protected Slope. The applicant shall be ERC Utility Construction Applicant required to provide a Mitigation Permit Application Temporary Erosion and Measure Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the Stormwater Management Manual. February 9,2006 Por Chheng 4620 118th Street SE Everett, W A 98208 SUBJECT: Chan Short Plat LUA-05-131, SHPL-H, ECF Dear Mr. Chheng: CITYjF RENTON Hearing Examiner Fred J. Kaufman This letter is to inform you that the appeal period has ended for the Hearing Examiner Short Plat approval. No appeals were filed. This decision is final and you may proceed with the next step of the short plat process. The enclosed handout, titled: "Short Plat Recording," provides detailed information for this process. The conditions listed in the City of Renton Hearing Examiner Report & Decision must be satisfied before the short plat can be recorded. If you have any questions regarding the recording process or any other matters for the short plat, as well as for submitting revised plans, you may contact Carrie Olsen at (425) 430-7235. -}~~~ Nancy Thompson Secretary to Hearing Examiner cc: Sue Chan Jill Ding, Development Services Jennifer Henning, Development Services Arthur Legg Tom Uchison Enclosure ----1-0S-S-S-o-ut-h-G-ra-d-y-W-a-y---R-en-to-n-, -W-as-h-in-gt-o-n-9-g-0S-S---(4-2-S-) 4-3-0--6-S-1S----~ ~ This oaner r.ontt=lins 50°/0 rp.cvr:tRCi mRtp.ri~1 :'.0% no~t r.nn~1 lmAr AHEAD OF THE CURVE AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ) ss. County of King ) Nancy Thompson being first duly sworn, upon oath, deposes and states: That on the 24th day of January 2006, affiant deposited via the United States Mail a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: Notary Public in and for the State of Washington Residing at ~.blt.:( ( I , therein. Application, Petition or Case No.: Chan Short Plat File No.: LUA 05-131, SHPL-H, ECF The Decision or Recommendation contains a complete list of the Parties of Record. HEARING EXAMINER'S REPORT Minutes APPLICANT/OWNER: CONTACT: LOCATION: SUMMARY OF REQUEST: SUMMARY OF ACTION: OFFICE OF THE HEARING EXAMINER CITY OF RENTON Sue Chan PO Box 2221 Renton, W A 98058 Por Chheng 4620 118th Street SE Everett, W A 98208 Chan Short Plat LUA 05-131, SHPL-H, ECF January 24, 2006 319 Stevens Avenue SW and 405 SW Langston Road Hearing Examiner Short Plat approval for a six (6) lot subdivision of a 0.998-acre site. For the future development of detached single-family homes. Development Services Recommendation: Approve subject to conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on January 3, 2006. PUBLIC HEARING: After reviewing the Development Services Report, examining available infonnation on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the January 10, 2006 hearing. The legal record is recorded on CD. The hearing opened on Tuesday, January 10,2006 at 9:00 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affinned by the Examiner. The following exhibits were entered into the record: Exhibit No.1: Yellow file containing the original Exhibit No.2: Preliminary Short Plat application, proof of posting, proof of publication and other documentation pertinent to this request. Exhibit No.3: Preliminary TESC/Landscaping Plan Exhibit No.4: Frontage Improvement Plan Exhibit No.5: Drainage Plan Exhibit No.6: Zoning Map Chan Short Plat File No.: LUA-05-13I, SHPL-H, ECF January 24, 2006 Page 2 I Exhibit No.7: ERC Mitigation Measures The hearing opened with a presentation of the staff report by Jill Ding, Senior Planner, Development Services, City of Renton, 1055 S Grady Way, Renton, Washington 98055. The site is comprised of two existing parcels totaling approximately .998 acres. The site is zoned Residential-8 dwelling units per acre and is designated Residential Single-Family on the City's Comprehensive Land Use Map. The existing site is to be subdivided into six lots. Existing residences are to remain on proposed Lots 1 and 4. Access to Lot 1 would be provided by a single driveway onto SW Langston Road or Stevens Avenue SW, Lots 2, 3, 4, 5, and 6 would gain access off of Stevens Avenue SW. There is a joint use driveway easement over the southern portion of Lot 6, which would serve Lots 5 and 6. The topography of the site slopes from west to east with some fairly steep slopes located on proposed Lots 5 and 6. The slopes range from 20%-40%. A protected slope area is located on the north central portion of Lot 6. The eastern portion of the site is vegetated with grass, fruit trees and decorative plants and the western portion is vegetated with blackberries, mixed brush, deciduous trees and a stand of pine. The majority of the vegetation will be removed for the construction of the plat improvements and the building pads. No vegetation removal is proposed within the protected slope area. The Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M), which included 3 mitigation measures. No appeals were filed. The proposed plat is consistent with the residential single-family land use and community design element policies. The net density for the site is 6.7 dwelling units per acre, which complies with density requirements for the R-8 zoning designation. The proposed lots meet all size requirements for the R-8 zone. After considering the required setback areas for the front, side and rear yards, it is clear that all lots provide adequate area for the construction of single-family residences. The existing residences comply with all requirements and will be reviewed at the time of building permit application. The project does comply with the size, shape, orientation and access requirements for the subdivision regulations. Front yards should be determined prior to final plat approval, staff has recommended that the front yard of Lot 1 be along the north property line, Lots 2 - 6 front yards be east facing Stevens Avenue SW. A 5-foot landscaping strip is required for sites abutting a non-arterial public right-of-way. It there is additional undeveloped right-of-way in excess of 5-feet, that area will also be landscaped. The proposed plants were not totally drought tolerant, therefore, the plan needs to be revised or an irrigation plan needs to be submitted. Two trees are required in the front area of each lot. Fire, Traffic and Park Mitigation Fees are to be imposed as a condition of short plat approval. The geotechnical report recommended that a minimum building setback of 1 O-feet be maintained from the 40% slopes located on the subject site. Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24, 2006 Page 3 The site is located within the boundaries of the Renton School District. The School District has indicated that they can accommodate the additional students. The Stonn Drainage report indicated that due to the size of the project detention would not be necessary. Drainage Control will be via a biofiltration swale at the west edge of Stevens Avenue SW, which will direct stonnwater runoff to a new Type I catch basin within Stevens Avenue SW and will continue into the existing stonn drainage system. All drainage improvements must meet the requirements of the 1990 King County Surface Water Design Manual. There is an existing 6-inch water main in Stevens Avenue SW and an existing 8-inch water main in SW Langston Road. Fire flow available to the subject site is approximately 1,500 gpm, which is adequate. A 4-inch water main will be required to be extended along the 20-foot joint use driveway access easement to serve proposed Lots 5 and 6. An 8-inch sewer main is located in SW Langston road and a 6-inch sewer main in Stevens Avenue SW. The applicant will provide separate sewer stubs to the proposed lots. Dual sidesewers will not be allowed. Por Chheng, 4620 118th Street SE, Everett, W A 98208 stated that he does agree with the staff recommendations and report. Kayren Kittrick, Development Services Division stated that everything has been well covered, the existing roadways require no further dedications. All utilities are existing and at this time no detention is required. Developments Services will be watching closely as the construction of homes begins. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:29 a.m. FINDINGS, CONCLUSIONS & RECOMMENDATION Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, Sue Chan, filed a request for a Short Plat. 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit # 1. 3. The Environmental Review Committee (ERC), the City's responsible official issued a Detennination of Non-Significance -Mitigated (DNS-M). The ERC conducted a review because there is a Protected Slope Area on the subject site. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site consists of two properties located at 319 Stevens Avenue SW and 405 SW Langston Road. As the two addresses indicate, the subject site is located on a comer parcel. The site is located about a block north of SW Sunset Boulevard and two blocks west of Rainier Avenue North. Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24, 2006 Page 4 6. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single-family homes, but does not mandate such development without consideration of other policies of the Plan. 7. The subject site is currently zoned R-8 (Single Family - 8 dwelling units/acre). 8. The subject site was annexed to the City with the adoption of Ordinance 1320 enacted in July 1948. 9. The subject site is approximately 0.998 acres or 43,453 square feet. The parcel is somewhat of a backward L-shaped parcel. 10. The entire parcel slopes downward toward the east from approximately 200 feet to 135 feet. Steeper protected slopes over 40% are located generally in the northwest comer of the site. 11. A variety of vegetation is located on the eastern portion of the site including grass, fruit trees and decorative shrubs. The steeper western slopes have blackberry, brush, deciduous trees and pine trees which are located in the steep slope areas. Most of the vegetation would be removed where new development is proposed but vegetation would be protected on the Protected Slopes. 12. Existing homes are located on the northeast and southeast comers of the site. These homes will be retained on what are proposed to be Lots 1 and 4. 13. The applicant proposes dividing the subject site into six lots. Proposed Lot 1 would be a comer lot located on the southwest comer of Stevens and SW Langston Road. Proposed Lots 2, 3 and 4 would be south of it along Stevens. Proposed Lot 6 would have a 20-foot pipestem to Stevens and this pipestem would also serve as an easement to allow access to Proposed Lot 5 an interior lot. The 20-foot easement for Proposed Lot 5 would run along the Lot 6 pipestem then turns north behind Lot 4. 14. Staff proposed that Lot 1 have its front yard oriented to Langston while all the other lots be oriented to Stevens. 15. The Protected Slope area is located near the comer where Proposed Lots 5 and 6 meet. The vegetation would be retained in this area 16. The density for the plat would be 6.7 dwelling units per acre after subtracting the private easement area (2,960 square feet) and sensitive area, steep slope (1,305 square feet). 17. The subject site is located within the Renton School District. The project is expected to generate approximately 2 school age children. These students would be spread across the grades and would be assigned on a space available basis. 18. The development will increase traffic approximately 40 trips for the four new homes. 19. Stormwater currently flows east and downslope and is directed to the north. Flows will comply with the 1990 Storm Water Manual and flow to a Type 1 catch basin. 20. The City will provide sewer and water services to the development. 21. The City has adopted mitigation fees for transportation improvements, fire services and parks and recreational needs based on an analysis of the needs and costs of those services. These fees are applied Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24, 2006 Page 5 to new development to help offset the impacts new homes and residents have on the existing community and the additional demand for services. CONCLUSIONS: 1. The proposed short plat appears to serve the public use and interest. The plat re-divides consolidated acreage into six lots where inftrastructure is available. The short plat provides additional housing choices for those desiring single-family detached homes. 2. The development will increase the demands on the City's parks, roads and emergency services. The applicant shall therefore help offset those impacts by providing mitigation that matches the fees established by the City. 3. The development of the plat should not tax the City's ability to provide services particularly given the offset provided by the mitigation fees. In addition, the homes should add to the tax base of the City. 4. The development will increase the general noise and traffic of the area given new residents. These impacts were anticipated by the City when it adopted the Zoning Code for this area. The applicant will be avoiding development on sensitive slopes thereby protecting the environmental qualities of the site. 5. In conclusion, the proposed short plat appears to be an appropriate use of this property. DECISION: The Short Plat is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERe. 2. The applicant shall submit a revised landscape plan to the Development Services Division project manager at the time of Utility Construction Permit Application for review and approval. The revised landscape plan shall show additional landscaping within the Steven Avenue SW and SW Langston Road rights-of-way as an excess of 5 feet or undeveloped right-of-way is located along the subject site. The landscape plan shall show 100 percent drought tolerant species or shall be sprinkled. In addition, the revised landscape plan shall show two trees within the 20-foot front yard areas of Lots 5 and 6. 3. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per new average daily trip attributed to the project prior to the recording of the final plat. 4. A maintenance agreement shall be created concurrently with the recording of the short plat between proposed Lots 5 and 6 in order to establish maintenance responsibilities for the shared private access and utility easement and associated improvements. The agreement shall be placed on the face of the final short plat prior to recording. 5. The front yard area assigned to proposed Lot 1 shall be the area located along the northern property line fronting on SW Langston Road, the front yard areas assigned to proposed Lots 2-6 shall be the area facing east towards Stevens A venue SW. 6. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 for each new single-family lot prior to the recording of the fmal plat. Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24, 2006 Page 6 7. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.75 per new single- family lot prior to the recording of the final plat. ORDERED THIS 24th day of January 2006 FRED J. KA MAN HEARING E AMINE TRANSMITTED THIS 24th day of January 2006 to the parties of record: Jill Ding 1055 S Grady Way Renton, W A 98055 Arthur Legg 502 SW Langston Road Renton, W A 98055 Kayren Kittrick 1055 S Grady Way Renton, W A 98055 Tom Uchison 406 SW Langston Road Renton, W A 98055 TRANSMITTED THIS 24th day of January 2006 to the following: Mayor Kathy Keolker Stan Engler, Fire Por Chheng 4620 11 8th Street SE Everett, W A 98208 Jay Covington, Chief Administrative Officer Julia Medzegian, Council Liaison Larry Warren, City Attorney Larry Meckling, Building Official Planning Commission Transportation Division Gregg Zimmerman, PBPW Administrator Alex Pietsch, Economic Development Jennifer Henning, Development Services Stacy Tucker, Development Services Utilities Division Neil Watts, Development Services Janet Conklin, Development Services King County Journal Pursuant to Title IV, Chapter 8, Section 100Gofthe City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., February 7,2006. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date ofthe Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. An appeal must be filed in writing on or before 5:00 p.m., February 7, 2006. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. · . Chan Short Plat File No.: LUA-05-131, SHPL-H, ECF January 24, 2006 Page 7 The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use pecision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. 18 T23N R5E W ~ !: 0--. -p CITY OF RENTON SHORT PLAT NO. LUA-._-____ SHPL A PORTION OF' !:!~_1/4, §~_1/4, SEC. 18 KING COUNTY, WASHINGTON CITY OF RENTON tAN!) USC ACTION NO. WA-__ . -. ____ . SHPL CITY OF R[NTON LAND ReCORD NO. LNO-______ _ Fof.JNf) CCNC. ItION / INCAS( (D(CQ.lOCR. '998' ~ -~ -./flfJI.jO·(P) ""'0.1'14'1.. ),]::~(,§.nSJ. .--~ I"OVN() CONe. PC liON. r'/ IN CAse w/BRASS PIN ./' (NOvtIomCR. It9J) '--'1----- \," ! Po .. "0 fOVND CONe, lION. 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I ~; I I \ \ I ","v l\\.."'t.)o"\L"~.t."'r."'f -~'"}) '-'1.r.A ~ JO' ~ '! ! 512'!lr.~6T 21ru,' \ FOR lor ~ 10'-[' . .--~ - A r PROP(RTY Cf»ffl£R J.,/ i I / '-I t!... _,' ., TOiJNO 01.0 IX2 LOT STAKe 4'! / I / ~ l' ~ y"\ ~ RePLACCD itl'TH RCBAH II-/ cD I I I /." '\ I - . -_l.._~.~ roUNO'~ ",'00()' NIJII .. ~~.~£. ... NOt:'. '§9J j' ON UN( rrn. ,9t19 ,., ~ " .1 "'I f5 ::. ~ ~ f;: ~ Vl RECORDING NO. VOL./PAGE \ ~ \ GRAPHIC SCALE NOTE: nit INTfRIOR Lor liNtS VlF.Rt rSrA.BUSHeD lJSJNC FOIAID Ill.AIIS AHO 5 "~J(C AND CONnRAICtJ BY OCCt.PA nON ON 'fur r;ROWIO. THt BtOCK MOfflJNCNrs ItfHf" csrA9tJSHtD Sr 7Hl' DrY' Of' ROUON AND OTH(1tS $Ow( nAIr AFrtR ~ RlCORt'JM; OF tHe ORfClNAI. PlAT A.HP ARC 1'(07 O!tfClNAt. PlA r MONIJMEHTS, rOl/N{) BLOCI< CCPH(RS Itf:RF. Htl.D ~0If RlCHr 01' WA r {OCArTONS ONLY i j' .-j ( IN FEET ) Inch = 40 rl. LEGEND: ~ CASto MONuMtN~ AS S"fOWN • srr~· H(8AR '-two CAoP l.S. ;'J'-JI f/P tDCl Of PAVCMCM R/W fllGJtI ()f' WAr Q flfOCHY()R!lN7 -0-POW(R POLe (!) Sllt('R" /JAMICt.r IU IvAl'["R M(T(~ III rrt.EPI-/ONF. ~SNf Iii.i CAfCu lJASlN @ SrORM DhA.lN IMHHOLt m 'CU~Nt RtSCII OX'O ROCKtnr (n'l 1'1111£ PCR NOS ,./2e. (P) ~ut PCR ptA7 Dr EARtINCTON 1411 (101) Mt:A5~O VALUl (C) CALC'V(.4rco lIALuC f'Cn "no M(A5U~ClItNrs ANt) Pl..Ar t : ("loP jio 2~!~;~;J' I \.:P ,,~I ~ fJ I FrNCr.\ ON UN~ L--1r----. R,M ... _. __ ... JO'l roUND CONe MON ,I ~- ~ ---1'--- "'" ,"'''''' !W,"""'o ""'--SPtK[ ~ PUNCf4 WIRI< 02' OOWN (NOVI. ... .II1fI?, 199J) --------------1 SW 3RD PLACE " •.••. (P) ~ ....._.--.. N7~~J~MJ '---.. _. 'i"------... _--~~. N1]"6'4.''''''(P) ! W/MASS,.,N ttl' t)r.rp (NOVEM8C.R I t9J) rfIlCRONES & ASSOC, dlJ LAND SURVEYORS lJ6(}A IPlmf "'\t'. !tf I«Hr. M'A ,,,(>4, (A~) 01.M» rAX "j~4» .. _.'.U SHORT PLAT FOR: SUE CHAN ~ '" a. ...... . j §? OYlt'« By CJro JOB NO. CJM~·DIA"PfIfll.#ktlRr SSI{)lf1C o-~I(O BY 1"scAlt·· __ ··_·· .. · I Suer. T A PORTION Of 1.:I~_.J/4, .::>.W.I/ 4• SI~C 18 TWP .~_3_N" R ... ~_l~" W.M. CR, ,".40' or , City of Renton PIBIPW Department CHAN SHORT PLAT PUBLIC HEARING DATE: January 10. 2006 Preliminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF Page 40f10 allows residential densities that range from a minimum of 4.0 dulac to a maximum of 8.0 dulac. The proposed plat would arrive at a net density of 6.7 dulac after the deduction of the private access easement and Protected Slope Area from the gross acreage of the site. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended) on December 6, 2005 the Environmental Review Committee (ERG) issued a Determination of Non-Significance -Mitigated (DNS-M) for the project. The DNS-M included 3 mitigation measures. A 14-clay appeal period commenced on December 12,2005 and ended on December 28, 2005. No appeals of the threshold determination were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance -Mitigated: 1. The applicant shall be required to comply with the recommendations found in the geotechnical report prepared by Earth Consultants, Inc. dated September 6, 2005. 2. The applicant shall maintain a minimum setback of 10 feet from the Protected Slope. 3. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH SHORT PLAT CRITERIA: Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the subdivision: (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF deSignation is to protect and enhance single-family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single-family homes. The proposed plat is consistent with the following Comprehensive Plan objectives and policies for Residential Single Family Land Use and Community DeSign Elements: Land Use Element Policy LU-147. Net development densities should fall within a range of 4.0 to B.O dwelling units per net acre in Residential Single Family neighborhoods. The proposed short plat would result in a net density of 6.7 dulacre, which is within the allowed denSity range. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than an acre (43,560 sq. ft.) in single-family deSignations. Allow a reduction in lot size to 4,500 square feet on parcels greater than an acre to create an incentive for aggregation of land. COMMENCING AT 9:00 AM, CITY OF RENTON HEARING EXAMINER PUBLIC HEARING January 10, 2006 AGENDA COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: Chan Short Plat PROJECT NUMBER: LUA-05-131, SHPL-H, ECF PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 43,453 square foot (0.998 acre) parcel zoned Residential - 8 dwelling units per acre (R-8) into 6 lots intended for the eventual development of detached single-family homes. Two single family residences are proposed to remain on Lots 1 and 4. The proposed lot sizes range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be proposed via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. HEX Agenda 1-10-06 STATE OF WASHINGTON, COUNTY OF KING } AFFIDAVIT OF PUBLICATION PUBLIC NOTICE Tom Meagher, being fIrst duly sworn on oath that he is the Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a Public Notice was published on December 12, 2005. The full amount of the fee charged for said foregoing publication is the sum of$114.00. ~~ J'O~ "OT"oil~ O~ Tom Meagher ~ Ao,;) ~ ~ ... -Legal Advertising Representative, King County Jo_ EXP. : Subscribed and sworn to me this 15th day of Decembe: ~ . 04/2812009 ~ E ~?;.. ~ ~~ = ~~ ""oO~C ~ ~'" OJ: lHA' ~.$' "1 WI"': \" "",,, ... -,' o y L. arton Notary Public for the State of Washington, Residing in Auburn, Washington PO Number: Cost of publishing this notice includes an affidavit surcharge. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE & PUBLIC HEARING RENTON, WASHINGTON The Environmental Review Com- mittee has issued a Determination of Non-Significance-Mitigated for the fol- lowing project under the authority of the Renton Municipal Code. Chan Short Plat LUAOS-131, SHPL-H, ECF Location: 319 Stevens Avenue & 405 SW Langston Road. The applicant is proposing to subdivide a 43,453 square foot (0.998 acre) site zoned Residential -8 dwelling units per acre (R-8) into 6 lots. The lots are proposed to range in size from 5,000 square feet to 10,256 square feet in area. The lots are intended for the eventual devel- opment of single-family residences with two existing residences pro- posed to remain on Lots 1 and 4. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. The subject site contains a steep slope area. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 28, 2005. Appeals must be filed in writ- ing together with the required $75.00 application fee with: Hearing Exam- iner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Sec- tion 4-8-110.B. Additional infor- mation regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers, City Hall, on January 10, 2006 at 9:00 AM to con- sider the Short Plat. If the Environ- mental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hear- ing. Published in the King County Journal December 12,2005. #848216 PUBLIC HEARING City of Renton Department of Planning / Building / Public Works PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: Project Name: Applicant/Owner: Contact: File Number: Project Description: Project Location: January 10, 2006 Chan Short Plat Sue Chan PO Box 2221 Renton, WA 98056 Por Chheng 4620 118th Street SE Everett, WA 98208 LUA05-131, SHPL-H, ECF Project Manager: Jill K. Ding The applicant is requesting Hearing Examiner Short Plat approval for the subdivision of a 43,453 square foot (0.998 acre) parcel zoned Residential - 8 dwelling units per acre (R-8) into 6 lots intended for the eventual development of detached single- family homes. Two single family residences are proposed to remain on Lots 1 and 4. The proposed lot sizes range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be proposed via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. 319 Stevens Avenue SW and 405 SW Langston Road City of Renton PIBIPW Department CHAN SHORT PLA T iminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF PUBLIC HEARING DA TE: January 10, 2006 Page 2 0(2 B. HEARING EXHIBITS: Exhibit 1: Project file ("yellow file") containing the application, reports, staff comments, and other material pertinent to the review of the project. Exhibit 2: Exhibit 3: Exhibit 4: Exhibit 5: Exhibit 6: Exhibit 7: Preliminary Short Plat (dated April 2005) Preliminary TESC/Landscaping Plan (dated 07/05/2005) Frontage Improvement Plan (dated 07/05/2005) Drainage Plan (dated 10/12/2005) Zoning Map: Sheet F3 West (dated 1212812004) Environmental Review Committee Mitigation Measures C. GENERAL INFORMATION: 1. 2. 3. 4. Owner of Record: Zoning Designation: Comprehensive Plan Land Use Designation: Existing Site Use: Sue Chan PO Box 2221 Renton, W A 98056 Residential - 8 Dwelling Units per acre (R-8) Residential Single Family (RSF) Single family residences 5. Neighborhood Characteristics: 6. Access: 7. Site Area: 8. Project Data: North: Single family residential; R-8 zoning East: Single family residential; R-8 zoning South: Single family residential; R-8 zoning West: Single family residential; R-8 zoning Stevens Avenue SW and SW Langston Road 0.998 acres (43,453 square feet -gross area) Comments Existing Building Area: Area 3,644 sq. ft. One1 ,800 sq. ft. and one 1,844 sq. ft. structure to remain. New Building Area: Total Building Area: NA NA D. HIS TORICAUBA CKGROUND: Action Comprehensive Plan Zoning Annexation Land Use File No. N/A N/A N/A Ordinance No. 5099 5100 1320 NA N/A E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Date 11/0112004 11/01/2005 07/06/1948 City of Renton PIBIPW Department CHAN SHORT PLA T iminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF PUBLIC HEARING DATE: January 10, 2006 Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Overlay Districts Section 4-3-050: Critical Areas Regulations 3. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations Section 4-4-060: Grading, Excavation and Mining Regulations Section 4-4-080: Parking, Loading and Driveway Regulations Section 4-4-130: Tree Cutting and Land Clearing Regulations 4. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 5. Chapter 7 Subdivision Regulations Page 3 of3 Section 4-7-050: General Outline of Subdivision, Short Plat and Lot Line Adjustment Procedures Section 4-7-080: Detailed Procedures for Subdivision Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards Section 4-7-150: Streets -General Requirements and Minimum Standards Section 4-7-160: Residential Blocks -General Requirements and Minimum Standards Section 4-7-170: Residential Lots -General Requirements and Minimum Standards 6. Chapter 9 Procedures and Review Criteria 7. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family objectives and policies 2. Community Design Element G. DEPARTMENT ANAL YSIS: 1. PROJECT DESCRIPTION/BACKGROUND The proposal is to subdivide the subject site into six (6) lots for the eventual development of detached single-family homes. The site currently contains two single-family residences; both are proposed to remain on the subject site. One residence would remain on proposed Lot 1 and the other would remain on proposed Lot 4. Access to the proposed Lot 1 would be provided via a single family residential driveway onto either SW Langston Road or Stevens Avenue SW. Access to proposed Lots 2-4 would be provided via single family residential driveways onto Stevens Avenue SW, and access to proposed lots 5 and 6 would be provided via a 20-foot wide private access easement onto Stevens Avenue SW. The topography of the subject site slopes from west to east with slopes ranging from 20 to 40 percent. A Protected Slope Area (where the slope exceeds 40 percent) is located on the north central portion of proposed Lot 6. The eastern portion of the site is primarily vegetated with grass, fruit trees, and decorative plants. The slope area in the western portion of the site is vegetated with blackberry brambles, thick mixed brush, and deciduous trees, with a stand of pine trees occupying a portion of the steep slope area. The information submitted by the applicant indicates that the majority of the vegetation located on site would be removed for the construction of the proposed short plat improvements, driveways, and building pads. No vegetation removal is proposed within the protected slope area. The site is located within the Residential - 8 Dwelling units per Acres (R-8) zone and the Residential Single Family (RSF) Comprehensive Plan Land Use designation. The R-8 zone City of Renton PIBIPW Department CHAN SHORT PLA T PUBLIC HEARING DA TE: January 10, 2006 iminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF Page 4 of4 allows residential densities that range from a minimum of 4.0 dulac to a maximum of 8.0 dulac. The proposed plat would arrive at a net density of 6.7 dulac after the deduction of the private access easement and Protected Slope Area from the gross acreage of the site. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21 C, 1971 as amended) on December 6, 2005 the Environmental Review Committee (ERC) issued a Determination of Non-Significance -Mitigated (DNS-M) for the project. The DNS-M included 3 mitigation measures. A 14-day appeal period commenced on December 12, 2005 and ended on December 28,2005. No appeals of the threshold determination were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of probable impacts from the proposal, the Environmental Review Committee (ERC) issued the following mitigation measures with the Determination of Non- Significance -Mitigated: 1. The applicant shall be required to comply with the recommendations found in the geotechnical report prepared by Earth Consultants, Inc. dated September 6, 2005. 2. The applicant shall maintain a minimum setback of 10 feet from the Protected Slope. 3. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. CONSISTENCY WITH SHORT PLAT CRITERIA: Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the subdivision: (a) Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to protect and enhance single-family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single-family homes. The proposed plat is consistent with the following Comprehensive Plan objectives and policies for Residential Single Family Land Use and Community Design Elements: Land Use Element Policy LU-147. Net development densities should fall within a range of 4.0 to B.O dwelling units per net acre in Residential Single Family neighborhoods. The proposed short plat would result in a net density of 6.7 dulacre, which is within the allowed density range. Policy LU-14B. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than an acre (43,560 sq. ft.) in single-family designations. Allow a reduction in lot size to 4,500 square feet on parcels greater than an acre to create an incentive for aggregation of land. City of Renton PIBIPW Department CHAN SHORT PLA T PUBLIC HEARING DA TE: January 10, 2006 Iminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF PageS of 5 All six lots exceed the minimum lot size requirement of 5,000 square feet. The smallest lot is 5,000 sq. ft. and the largest lot is 10,256 sq. ft. Policy LU-149. Lot size should exclude private sidewalks, easements, private road, and driveway easements, except alley easements. The applicant was required to provide gross lot areas as well as net lot areas which deducted the private access easement area. Community Design Element Policy CD-16. During land division, all lots should front on streets or parks. Discourage single- tier lots with rear yards backing onto a street. Proposed Lot 1 would front on both Stevens Avenue SW and SW Langston Road. Proposed Lots 2-4 and 6 would front onto Stevens Avenue SW and proposed Lot 5 would front on the proposed access easement over Lot 6. None of the proposed lots would have rear yards backing onto a street. Objective CD-K: Site plans for new development projects for all uses, including residential subdivisions, should include landscape plans. A conceptual landscape plan was submitted with the short plat application. The landscaping shall be installed prior to Building Occupancy. Policy CD-45. Existing mature vegetation and distinctive trees should be retained and protected in developments. All the existing trees and vegetation are proposed to be removed as a part of the construction of the plat improvements with the exception of the vegetation located within the Protected Slope Area. Many of the existing trees are located in or near proposed building areas and would therefore be damaged during construction. To mitigate for the loss of trees and vegetation, the City requires landscaping along public rights-of-way and the planting of 2 trees within the front yard areas of each lot. (b) Compliance with the Underlying Zoning Designation. The 43,453 square foot (0.998 acre) site (gross area) consists of two parcels designated Residential - 8 Dwelling units per acre (R-8) on the City of Renton Zoning Map. The proposed development allows for the future construction of up to six (6) dwelling units along with associated plat improvements. Density -The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (dulac). Net density is calculated after public rights-of-way, private access easements, and critical areas are deducted from the gross acreage of the site. After the deduction of 2,960 square feet (private access easement) and 1,305 square feet (Protected Slope) from the 43,453 gross square foot site area (43,453 gross sq. ft. -4,265 sq. ft. total deducted area = 39,188 net sq. ft. = 0.899 net acres), the proposal would arrive at a net density of 6.7 dwelling units per acre (6 units I 0.899 acres = 6.7 dulac). The proposed plat complies with density requirements for the R-8 zoning designation. Lot Dimensions -The minimum lot width required in the R-8 zone is 50 feet for interior lots and 60 feet for corner lots. The minimum lot depth required in the R-8 zone is 65 feet. The proposed lot widths range from 55 to 80 feet and proposed lot depths range from 67 to 187 feet. The minimum lot size required in the R-8 zone is 4,500 square feet for parcels greater than 1 acre in area or 5,000 square feet for parcels less than 1 acre in area. The gross site area is 0.998 acres; therefore a minimum lot size of 5,000 square feet is required for the proposed lots. The proposed lot sizes are greater than the minimum 5,000 square feet lot area; the smallest lot would be 5,000 square feet and the largest would be 10,256 square feet. The short plat proposes to create six (6) lots with the following sizes: Lot Area (square feet) Access 1 8,090 SW Langston Road or Stevens Avenue SW 2 5,000 Stevens Avenue SW 3 5,000 Stevens Avenue SW 4 5,109 Stevens Avenue SW 5 5,000 Private Access Easement City of Renton PIBIPW Department CHAN SHORT PLA T PUBLIC HEARING DA TE: January 10, 2006 6 10,256 iminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF Page 60f6 Stevens Avenue SW Setbacks -The plat plan includes setback lines for each lot showing potential building envelopes required within the R-a zoning designation. Building setbacks as required by the R-a zone, include a front yard and side yard along a street setback of 15 feet for the primary structure and 20 feet for attached garages, an interior side yard setback of 5 feet, and a rear yard setback of 20 feet. The front and side yard along a street setbacks would be applicable for those lots fronting on SW Langston Road, Stevens Avenue SW and the new private access easement. The existing residences, which are proposed to remain, would comply with all of the required setbacks. The building setback requirements for the new residences would be reviewed at the time of building permit review, however the proposed lots appear to contain adequate area to provide all the required setback areas. Building Standards -The R-a zone permits one residential structure per lot. Each of the proposed lots would support the construction of one detached unit within the R-a zone. Accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Accessory structures are permitted only when associated with a primary structure located on the same parcel. Building height in the R-a zone is limited to two stories and 30 feet for primary structures and 15 feet for detached accessory structures. The R-a zone restricts lots greater than 5,000 square feet in size with a maximum building coverage of 35% or 2,500 square feet, whichever is greater. Two existing single family residences are shown on the short plat map. Both residences are proposed to remain. One would be located on proposed Lot 1, the other would be located on proposed Lot 4. The existing single family residences comply with the height and lot coverage requirements. Any new single family residences' compliance with these building standards would be verified prior to the issuance of individual building permits. (c) Compliance with Subdivision Regulations. Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement per the requirements of the Street Improvement Ordinance. The side lot lines of the proposed lots are at right angles to street lines. Access would be provided to proposed Lot 1 via a single family residential driveway onto Stevens Avenue SW or SW Langston Road, proposed Lots 2-4 and 6 would gain access onto Stevens Avenue SW via single family residential driveways, and proposed Lot 5 would gain access to Stevens Avenue SW via a private access easement over Lot 6. As proposed, all lots comply with arrangement and access requirements of the Subdivision Regulations. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-a zone. The plat plan does include setback lines for each lot showing potential building envelopes and when considering the required setbacks, as well as access points for each lot, the proposed lots appear to have sufficient building area for the development of detached single family homes. Proposed Lots 1-5 are rectangular in shape. Proposed Lot 6 has rectangular features, however it is not completely rectangular in shape as a result of some additional area that was required for Lot 5 to comply with the minimum lot size requirement. The front and rear yard areas were not indicated on the preliminary short plat map. As a condition of approval staff recommends that the front yard area assigned to proposed Lot 1 be the area located along the northern property line fronting on SW Langston Road, the front yard areas assigned to proposed Lots 2-6 should be the area facing east towards Stevens Avenue SW. City of Renton PIBIPW Department CHAN SHORT PLA T PUBLIC HEARING DATE: January 10, 2006 iminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF Page 70f 7 Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. There are no property corners to be dedicated for right-of-way as part of this plat. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: Access to proposed Lot 1 would be provided via a single family residential driveway onto either SW Langston Road or Stevens Avenue SW. Access to proposed Lots 2-3 would be provided via single family residential driveways onto Stevens Avenue SW. Access to proposed Lots 5 and 6 would be provided via a 20-foot wide joint use driveway easement onto Stevens Avenue SW. Stevens Avenue SW is classified as a residential access street on the City's Arterial Street Map and SW Langston Road is classified as a collector street on the City's Arterial Streets Map. Short plats creating more than four lots are required to install frontage improvements. Therefore applicant shall be required to construct half-street improvements, which include paving, curb, gutter, sidewalks, and streetlights. In addition, the City's landscaping regulations require the installation of landscaping within the public right-of-way. The minimum amount of landscaping required for sites abutting a non- arterial public street is 5 feet provided that if there is additional undeveloped right-of-way in excess of 5 feet, this shall also be landscaped. A determination has been made that if no additional area is available within the public right-of-way due to required improvements, the 5- foot landscaped strip may be located within private property abutting the public right-of-way. The landscaping proposed shall either consist of drought resistant vegetation or shall be irrigated appropriately. A conceptual landscape plan was submitted with the short plat application detailing the species and spacing for the 5-foot landscaped strip. The proposed landscape plan indicates that a 5-foot planter strip will be installed within the right-of-way of Stevens Avenue SW and SW Langston Road. The landscape strip is proposed to be vegetated with Cherry Trees and Rhododendrons. Staff has reviewed the conceptual landscape plan and has determined that revisions shall be made to the proposed landscape plan. The landscape plan shall be revised to provide additional landscaping within the right-of-way as a right-of-way in excess of 5 feet is located along the project frontage. In addition the proposed rhododendrons are not drought tolerant species, therefore either the landscape plan shall be revised to propose a drought tolerant species or an irrigation plan shall be submitted with the Utility Construction Permit Application. Staff recommends as a condition of approval that a revised landscape plan be submitted at the time of Utility Construction Permit Application for review and approval by the Development Services Division Project Manager. The proposed short plat is anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition of approval be placed on the project requiring a Transportation Mitigation Fee based on $75.00 per net new average daily trip attributed to the project. Each new lot (credit given for the existing residences) is expected to generate approximately 9.57 new average weekday trips. The fee for the proposed short plat is estimated at $2,871.00 ($75.00 x 9.57 trips x 4 lots = $2,871.00) and is payable prior to the recording of the short plat. Staff recommends the establishment of a maintenance agreement between proposed Lots 4 and 5 for the common 20-foot common access and utility easement as a condition of short plat approval. Topographv: The topography of the subject site is hilly, generally sloping from west to east with the slopes ranging from 20 to 40 percent, however a slope with greater than a 40 percent gradient is located on the northern portion of proposed Lot 6. No development is proposed within the protected slope area. the applicant submitted a Geotechnical Report prepared by Earth Consultants, Inc. dated September 6, 2005. According to the report the soils underlying the development area consist of Beausite gravelly sandy loam (BeC). Based on the existing site topography, the report estimates that cuts and fills of 5 feet or less will be required to achieve City of Renton PIB/PW Department CHAN SHORT PLA T PUBLIC HEARING DATE: January 10, 2006 iminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF Page BofB proposed subgrade elevations for proposed Lots 2 and 3, while cuts of up to 10 feet will be required to achieve proposed subgrade elevations for proposed Lots 5 and 6. The geotechnical report recommends a minimum building setback of 10 feet from the 40 percent or greater slopes located on the subject site. In addition, the report also proposes recommendations for site preparation and general earthwork, foundations, slabs-on-grade floors, retaining walls, seismic design considerations, and drainage. The City's Environmental Review Committee imposed a mitigation measure requiring the applicant to comply with the recommendations found in the Geotechnical Report. Relationship to Existing Uses: The subject site is currently developed with two existing single family residences and associated improvements. The surrounding area includes single-family residences developed under the R-8 zoning designations. The proposed lots are compatible with other existing and newly created lots in this area of the City. The proposal is consistent with the intent of the both the Comprehensive Plan and Zoning Code and would not be out of character with the existing or recent development in the area. Community Assets: The eastern portion of the site is primarily vegetated with grass, fruit trees, and decorative plants. The slope area in the western portion of the site is vegetated with blackberry brambles, thick mixed brush, and deciduous trees, with a stand of pine trees occupying a portion of the steep slope area. The information submitted by the applicant indicates that the majority of the vegetation located on site would be removed for the construction of the proposed short plat improvements, driveways, and building pads. To mitigate for the removal of existing mature vegetation and trees, the City's landscaping regulations require that the applicant plant two trees of a City approved species with a minimum caliper of 1- 1/2" per tree within the front yard area or planting strip of every lot. A landscape plan was submitted with the short plat application detailing the species and location of the proposed trees. The applicant has proposed planting two Cherry trees within the planting strips fronting along proposed Lots 1-4. The proposed landscape plan shall be revised to show two trees within the front yard areas of proposed Lots 5 and 6. Staff recommends as a condition of approval that a revised landscape plan shall be submitted at the time of Utility Construction Permit Application for review and approval by the Development Services Division Project Manager. (e) Availability and Impact on Public Services (Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the applicant's provision of Code required improvements and fees. Staff recommends a condition of approval requiring the applicant to pay a Fire Mitigation Fee based on $488.00 per new single-family lot. The fee is estimated at $1,952.00 (4 new lots with credit given for the existing residences x $488.00 = $1,952.00) and is payable prior to the recording of the final short plat. Recreation: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are no existing recreational facilities in the immediate vicinity of the subject property and it is anticipated that the proposed development would generate additional users of existing City park and recreational facilities and programs. Therefore, staff recommends as a condition of approval that the applicant be required to pay a Parks Mitigation Fee based on $530.76 per each new single family lot. The fee is estimated at $2,123.04 (4 new lots with credit given for the existing residences x $530.76 = $2,123.04) and is payable prior to the recording of the final short plat. Schools: According to the Draft Environmental Impact Statement for the City of Renton Land Use Element (January 16, 1992), the City of Renton has a student generation factor of 0.44 students per single-family residential dwelling. Based on the student generation factor, the proposed plat would potentially result in 2 additional students (0.44 x 4 lots = 1.76). The schools that students would attend include: Thomson Elementary School, Dimmitt Middle School and Renton High School. Storm Drainage / Surface Water: The applicant submitted a Technical Information Report prepared by McCann Engineering, Inc. dated October 12, 2005 with the land use application. City of Renton PIBIPW Department CHAN SHORT PLA T PUBLIC HEARING DATE: January 10, 2006 iminary Report to the Hearing Examiner LUA05-131, SHPL-H, ECF Page 90'9 According to the report the subject site drains to the east toward a low spot west of Stevens Avenue SW. The existing catch basins within Stevens Avenue SW have been directing flow from the subject site to the north into the SW Langston Road drainage system. The applicant's report indicates that due to the size of the project, detention would not be necessary. The proposed method of drainage control for the proposed short plat is the installation of a biofiltration swale at the west edge of Stevens Avenue SW, which will direct stormwater runoff to a new Type I catch basin within Stevens Avenue SW and into the existing storm drainage system. The City's Plan Review Section has reviewed the drainage report and has indicated that all proposed drainage improvements must meet the requirements found in the 1990 King County Surface Water Design Manual and that all core requirements and any special requirements will need to be addressed in the final report. A Surface Water System Development Charge, based on $715.00 (current rate) per new single- family lot, would be required prior to the issuance of construction permits for the short plat. Water and Sanitary Sewer Utilities: The proposed development is within the City of Renton water service area. There is an existing 6-inch water main in Stevens Avenue SW and an existing 8- inch water main in SW Langston Road. The project site is located within the 370-water pressure zone. Fire flow available to the site is approximately 1,500 gpm. Static pressure is 90 psi. A 4-inch water main will be required to be extended within the 20-foot wide joint use driveway easement to serve proposed Lots 5 and 6. According to the City of Renton adopted Fire Code, any new single family dwelling construction (not exceeding 3,600 square feet in gross building area) shall have a fire hydrant capable of delivering a minimum of 1,000 gpm fire flow within 300 feet of the structure. If the proposed future single family dwellings exceed 3,600 square feet, the minimum fire flow increases to 1,500 gpm and requires 2 hydrants within 300 feet of the structures. Each hydrant must be capable of delivering 1,000 gpm of fire flow. This distance is measured along a traveled roadway, access road, and driveway from the hydrant to the building. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest corner of the proposed buildings. A new hydrant will be required to be installed within Stevens Avenue SW to serve proposed Lots 5 and 6. Existing and new hydrants are required to be retrofitted with Storz "quick disconnect" fittings. All short plats shall be required to provide separate water service stubs to each building lot prior to recording of the short plat. A Water System Development Charge of $1,525 (current rate) per each new lot is required to be paid at the time of the issuance of the construction permit. There is an 8-inch sanitary sewer main in SW Langston Road and a 6-inch sewer main in Stevens Avenue SW. All short plats shall provide separate sewer stubs to the proposed lots. Sewer plans depicting how the proposed lots will be served with sanitary sewer need to be submitted with the utility construction permit application. Dual sidesewers will not be allowed. System Development Charges of $900 (current rate) per each new lot are required. These fees are collected prior to the issuance of a construction permit and prior to the recording of the short plat. Prior to recording the short plat, any existing septic systems must be abandoned in accordance with the Kind County Department of Health regulations. H. RECOMMENDATION: Staff recommends approval of the Chan Short Plat, Project File No. LUA05-131, SHPL-H subject to the following conditions: 1. The applicant shall submit a revised landscape plan to the Development Services Division project manager at the time of Utility Construction Permit Application for review and approval. The revised landscape plan shall show additional landscaping within the Steven Avenue SW and SW Langston Road rights-of-way as an excess of 5 feet of undeveloped right-of-way is located along the subject site. The landscape plan shall show either 100 percent drought tolerant species or shall be sprinkled. City of Renton PIBIPW Department CHAN SHORT PLA T PUBLIC HEARING DATE: January 10, 2006 iminary Report to the Hearing Examiner LUA05-137, SHPL-H, ECF Page 10 of 10 In addition, the revised landscape plan shall show two trees within the 20-foot front yard areas of Lots 5 and 6. 2. The applicant shall pay the appropriate Traffic Mitigation Fee based on $75.00 per new average daily trip attributed to the project prior to the recording of the final plat. 3. A maintenance agreement shall be created concurrently with the recording of the short plat between proposed Lots 5 and 6 in order to establish maintenance responsibilities for the shared private access and utility easement and associated improvements. The agreement shall be placed on the face of the final short plat prior to recording. 4. The front yard area assigned to proposed Lot 1 shall be the area located along the northern property line fronting on SW Langston Road, the front yard areas assigned to proposed Lots 2-6 shall be the area facing east towards Stevens Avenue SW. 5. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $488.00 for each new single-family lot prior to the recording of the final plat. 6. The applicant shall pay the appropriate Parks Mitigation Fee based on $530.76 per new single-family lot prior to the recording of the final plat. EXPIRATION PERIODS: Short Plats (SHPL): If the short plat is not filed within two years from date of approval (RMC 4-7- 070.M), the short plat shall become null and void. w ~ .. . 0--, -t- 'P CITY OF RENTON SHORT PLAT NO. A PORTION OF ~~1/4, §~_1/4, SEC. 18 LUA -__ -____ SHPL KING COUNTY, WASHINGTON CITY OF RENTON LAND USE ACTION NO. LUA- CITY OF RENTON lAND RECORD NO. LND- / rOUND CONe. MON IN CASE (OECEMBER, 799B) ~ _6'806' N6"~~ FaUNa CONC MON. / I IN CASE W/BRASS PIN (NOVEMBER. 1993) # § ~ ~'V .q, t ~J ~~I '" ~ ~ "'I ~~IIQ ~ e ~ ~ ~ ~ ~ ~ 30' / FOUND CONG. PC MON. IN CASE W/BRASS PIN (NOVEMBER, 199J) =--4~ 587 56'(M) _ N72'2S'75'W(Pl (BASIS OF E!fA~ ---679. 19 '(C) ~ 62000'(P) v;') +-+- / ~ 9- '" 79.89'/ k~C) r: _ -1-____ . ___ 5-=-0~ ~~ !:A!'!.~S!9~ ~O!!! ~ _~ .• IN?? 15'" ~;)e R/W I 40'(P)rfP I : " I~ I~ I I I I I I : Ii' " \ I I I / I ;( ~01 / 8090 sO ri .~' I ~, CJJ , '60 \ ~ ~ ~ 'o:t: 2: ~ ~ ~ 30' b.~4 wg~T~ OF ! FENCE CORNER \ ' PROP. LINE . • e' >,\ ~ t'S( ~ _ ~~If FOUND REBAR _ Q.If'scor g PROP UN£\ g F[8 1999 '\ 1" .:l ~ ~ --------t-----r' \ Loi, fol \10.256/ SO 8T~ I _____ _ _ _ I-I (J S72;8'56~[ 27969' \(OR LfT 5 \ -10'~ t,...... "' ~, "v FOUNO OLD IX2 LOT STAKE 4 I, /1 / / c.' .r' a y'. ;;' \ ~ '~ J' ~ AT PROPERTY CORNER : /1 / / frl " '5-' .r::. ~: -' ~ REPLACED WITH REBAR .t d:J I::: ! '\, I I CAP LS 29537 ~(\Q I !:R ;;; ~ ~ / '" " I e, /' I® 1 ~, ~ SHPL 2: ~ 'o:t: ~ ~ ~ CJJ RECORDING NO. VOL./PAGE \ ~ ~ GRAPHIC SCALE NOTE: ',' i j THE INTERIOR LOT LINES l+£'R£ [STABLISHED USING FOUND R[BARS AND STAKE AND CONFIRMED BY OCCUPA nON ( IN FEET) inch ~ 40 ft. ON THE GROUND. T1-I[ BLOCK MONUMENTS WE"Rf [STABLISHED BY THE CITY OF RENTON AND OTHERS SOME nAIr AFrER THE R[CORDING OF THE ORIGINAL PLA T AND ARE NO T ORIGINAL PLA T MONUMENTS. FOUND BLOCK CORNERS WERE HELD FOR RICH T OF WA Y L ~CA nONS ONL Y. LEGEND 0 CASED MONUMENT AS SHOWN • sa 5/8" REBAR AND CAP L.5. 29537 E/P EDGE OF PAVEMENT R/W RIGHT or WAY 0. FIRE HYDRANT -0-POWER POLE ® SEWER MANHOLE 83 WATER METER ID TELEPHONE RISER ~ CATCH BASIN @ STORM DRAIN MANHOLE ID TELEPHONE RISER c:o::x:J ROCK[RY (R 7) VALUE PER ROS 15/285 (P) VALUE PER PLAT OF EARLiNGTON 14/7 (114) MEASURED VALUE (C) CALCULATED VALUE PER FIELD MEASUREMENTS AND PLAT t I FEB 1999' ~.... " "" FENCE ON UNf .FOUND REBAR .t CAP t FOUND OLD wOOD HUB ~ .... l ON LINE FEB. 1999 Q: ~ FOUNO CONG. MON. I ~_ _ _ _, _ _ _ ~ _ _ _ VlSITEO NOV. 1993 . __ LS .~24 I:E8. 1999J.. ~ 3j' R/W ________ ---.J It,/BRASS PIN 15' DEEP L -+---; --S-W-;;D-~~A-C~ -:9~8:)-------------11 r (NOVEMBER, 7993) \.1 619.61'(104) _______ _ 0-------!----------N72'53'00"W(ii) ----+----- ~ FOUND RAILROAD ~ SPIKE WITH PUNCH MARK 02' DOWN (NOVEMBER, 1993) N72'56 '45 ''IN(P) CRONES & ASSOC. LAND SURVEYORS 2J806 190TH AVE 5 E KENT. WA 98042 (425) 4J2-59JO FAX 425-4J2-59JJ SHORT PLAT FOR: SUE CHAN w '-' '" ~ ~ S2 OWN BY GRO JOB NO. CHANS-OTA-PRHlltiINARY 552DIW A PORTION OF ~~_1/4, §~_1/4, SEC 1§_ TWP 3~_N, R __ ~_E, W.M. JUNE, 30 2005 CHKO. BY GRA SCALE SHEET '".,.40' OF 2 m ~ .... " ·200 ~ •• r··~·~ •••. ·.·~J •• ~ •••• -J· '. -6'L"T FEI-I~e. De,. ... I1 ... 1 - -.- [(VEL ALL GROUND MIN J' RADIUS CONCRETE Bl~ING c o· BEHIND. SACK OF MB .. ~HIND BAO< "OF' sa:WAIJ( ADJAC[NT TO CURB' ~~~~itLE~~ ~1's~k\~T~~ ~E~t W~g: LENGTH TO FIT TWO 3/4" 1~" J( S· I( .:" M1NINUW CONCRETE BlOCK UNDER H'tORANT :. WASHED DRAIN ROCK-(,3-fO J/8") fiRE HYQRAHI / I! 190 " d 105J[ 190 ~·f U Itttf ,. ST~TZ .j.i lOS " = ,.. LOT 86 " (Ie., SF) IJ /II.) • 100~1 17~. I [ ···.1 .. II .1.. .. 180 EuvKfJObl " 170 ·1 i~ ~ I~ 165 .. IYJ.,~ .. IIi ~'i 1",165 ····r····~········.'~'"!!:L~ .... .' .. ~ ... 155 .... .......... . ...... : ~~1IOfU m,.,."..aI .. ~_t!8CI,.,. .................. aI ............ or ........ N ..... kII*IonfJI __ .... ~--. --. ............ ..,. -. (I) TM~_l...tIC .......... ~ ........ ~ ... ~"' ... 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TMItC ............... _. ___ .................... rI_ .......... .....• : •.......................................... ~ .. ~·-.~.~.~ .. =1.~.-.-.-.. i-(E.~ _!O.!c"' __ -- "'r I • 01-9\.,( .~"" ,'-II; I l< J:h.d.d,,"~ '2-'_li" Q """""-4:1 ~r5 'i I ~( II a ,,' ~[ } l ~wl >-(1) (I)::> _0 LOT 83 <3.000 SF> --.. LOT *2 (5,000 Sf) -.., EXISTING HOUSE .--~ o 1-1 ~I g~1 ~~" R~~P~R· FIRE HYDRANT ASSEMBtY DETAIL e ADOPTED CITY 01" RtNTON STANDARD PLANS LST DATI': 10/15/96 OWG. N"YE: BR24 SP PAGE: B 1 02 IHrERIM GtflrE PROTfcrlOIi fOR EXISTING ·~8. $ "" II ~. 0-140/ ,I -; ~II LOT .1 <8.090 SF) ........, 5'1\JW_..,T1<I.~·J -1, \.0 ....... I w ~m J1II I I I +------------..::::-~~------srcvEN~"'A\rENOt--Sv.-;.;;.;;; .. --;:;----l----...... U ----·J-·--·--·--·--·--·--·-TE~ic-:~~-·--·--·--·--·--·--·--·=-r--·---=-·?E~--1~5~-==·=--1 l··~O' W VICINITY MAP -4- I-Z W >: 0-0 ..J W > W '" 9~ "'--II) ~~ .Il< ~ W' ... "' «' "' .... >-~ ~ <1:(1) ~ ~~ I-~II) L!l DZZi!i > IWOZ t:I Vl>~(I) Q: z~~~ ~ ~u.:5z w u~~f= ~ wwll)~ ~ ~&oIJ e: .:: 8 u ~ 0 '" 0- Z o ~ en >-:il ~VJ I w '" O"'~"" I N'" J~ 'It) .N <i:~.:!:. ...:l.c: ~ ~~8u.; u ~~ !l:<o'>2 ' ~"'::Jw ~~~z ~ 0 ~ a: 0 u DATE, 6/10/05 DRAIIN BY, P,KEARNEY JOB NUMBER, #2105 IX ----~·~-~:~,~·"T:rl~"" ~ ------.. 1-----"---------.... ;. 1" .. ·~''''\''·'-·}7·· ~ '-•• T,8 '-ot\OSH£I)ROC( ~~.'"s~A:8~':~11 .. '''" .. ''''} j" "''''SHEO ~oc. F=F= ~T .. ATCH[ .. STlN<;l+fICKW(SS.'fGll{ .. Tt- • OR 10' 6£YONOlD(;( (lr OAHGto P"VE .. (~t ~ e'"" . ''''::.:''~~ ~"' .~ -'-, ....... '..,.. 200 r --.......'!..!Z:. .. 2':J ".~ . -·~··iOO . I' 1~5 '" '9' "1,·190 lB5 If ,., LOT *6 (!~~E) '8' ~., 'h .. -!~I~.' .~ .L: -::.-.--, , , ......... ' ,.J F-I r'··--f;:J..":..-cP-. I ;-::-i ~~__ ._ UI:J'i 1'-.:. t ............ a:'=::-:--:'~.':. .L:! I ==-,~="_ IIMLA..Yt , .. 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I 1:. •• •.• IS • ~ ~ ~ ~ \ --,,e~u \ \ \ \ \ \ ~ C F CA G3 " 19 T23N RSE W 112 ~ ZONING o ~ TBCHNICAL SDVlCBS ----Renton CiV IJmit/l 6 200 400 F3 1:4800 18 T23N R5E W 1/2 5318 ONING MAP BC ~K RESIDENTIAL ~ Resource Conservation ~ Residential 1 dulac ~ Residential 4 dulac ~ Residential 8 dulac ~ Residential Manufactured Homes I R-I0 I Residential 10 dulac I R-14\ Residential 14 dulac I RM-rl Residential Multi-Family I RM-T I Residential Multi-Family Traditional I RH-U I Residential Multi-Family Urban Center* : ..... , • 'I" MIXED USE CENTER ~ Center Village [UC-Nll Urban Center -North 1 ~C-N21 Urban Center -North 2 ~ Center Downtown- ~ Commercial/Office/Residential COMMERCIAL ~ Commercial Arterial* ~ Commercial Office* ~ Commercial Nei,hborhood INDUSTRIAL o Industrial -Heavy o Industrial -Medium o Industrial -Light (P) Publicly owned _____ Renton Cily Limits ___ ._ Adjacent City Limits _ Book Pages Boundary KROlL PAGE • May include Overlay Districts. See Appendix maps. For additional regulations in Overlay Districts. please Bee RMC 4-3. PAGE# INDEX SECTfTOWNlRANGE Printed by Print & Mail Svcs, City of Renton CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 5th day of January, 2006, I deposited in the mails of the United States, a sealed envelope containing Preliminary Report to the Hearing Examiner documents. This information was sent to: Name Representing Sue Chan Owner Por Chheng Contact Arthur Legg Party of Record Tom Uchison Party of Record (Signature of Sender):7~ ~~ STATE OF WASHINGTON ) '\ ~~-~~: ~:.,.-~ .'.~...r:'''':t:''.",~t' •• ", "bARf FS F. KOKKO '~ NOTARY PUBLIC :~ STATE OF WASHINGTON ) SS COUNTY OF KING ) j COMMISSiON EXPIRES , ",,,,MARCH 19,2006 I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and p::::es ILC;;Z in the instrument. ~"+ Jdllk- • l Notary Public in and for the State of Washington Notary (print): __ C!--:-/~Iw~, ,....,.Y'~~-::-5--=-F_~fo~t~~ _______ _ My appointment expires: ~ Inli>b 'Project~Name:: Chan Short Plat }' ?-'+ "'-{,' 't LUA05-131, SHPL-H, ECF Rroject:NlJm~~f,:~ .,' _ 0' ';," ','-" ""-: January 5, 2006 Por Chheng 4620 118th Street SE Everett, WA 98208 SUBJECT: PROJECT NAME LUA05-131, SHPL-H, ECF Dear Mr. Chheng: CIT~ )F RENTON PlanningIBuildingIPublic Works Department Gregg Zimmerman P.E., Administrator This letter is to inform you that the appeal period ended on December 28, 2005 for the Environmental Review Committee's (ERC) Determination of Non-Significance -Mitigated for the above-referenced project. No appeals were filed on the ERC determination and this decision is final. The applicant must comply with all ERC Mitigation Measures outlined in the Report and Decision dated December 6,2005. A Hearing Examiner Public Hearing has been scheduled for January 10, 2006. The applicant or representative(s) of the applicant are required to be present. Enclosed is a copy of the Preliminary Report to the Hearing Examiner for your review. If you have any questions, please feel free to contact me at (425) 430-7270. For the Environmental Review Committee, C;P;1{p~ dlK.Ding V Associate Planner .. cc: Sue Chan I Owner Arthur Legg, Tom Uchison I Parties of Record -------1-O-55-S-o-u-th-Gr-ad-y-W-a-y---R-e-nt-on-,-W-as-h-i-ng-to-n--98-0-55-------~ ~ This oaoercontains 50% recvclP.d material. :ID% ~t ('.on~umer AHEAD OF THE CURVE ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Chan Short Plat PROJECT NUMBER: LUA05-13t, SHPL-H, ECF LOCATION: 319 Stevens Avenue SW & 405 SW lIngston Road DESCRIPTION: The applicant is proposing to SUbdivide a 43.463 square foot (0.998 acre) site zoned Residential-• dwelling units per acre (R-8) into 6 lots. The lots are proposed to range in size from 5,000 square feet to 10,256 square feet In area. The lots are intended for the eventual development of slngle..famlly residences with two existing residences proposed to remain on Lots 1 and 4. Acc.ss to the proposed lots would be via single family residential driveways onto .tther Stevens Avenue SW or SW Langston Road. The subject site contains a steep slope area. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeal. of the environmental determination must be filed in writing on or before 5:00 PM on December 21, 2005. Appeals must be filed in writing together with the required S75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 91055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 44-110.B. Additional infonnation regarding the appeal process may be obtained from the Renton City Cleric's Office, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, 2006 AT 900 AM TO CONSIDER THE SHORT PLAT. IF IS APPEALED, THE APPEAL WILL BE HEARD AS PART FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION p,_elnclud'I"ftM!W ••• We",me I CERTIFICATION I, .Dcre.l<. ~or...c:;:v-. , hereby certify that ~ copies of ~he above document were posted by me in ~ conspicuous places or nearby the descnbed property on DATE:---=IJ..::.t---1 q~(o",-S.=---__ SIGNED:--lol::D~~R~. >d~;.-----====--____ _ ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing in () I, I!2fl-, on th, 'I"" hu:.-aro-. f1J!Jb ~ -t CHARLES F. KOKKO NOTARY PUBLIC SIGNATURE: NOTARY PUBLIC STATE OF WASHINGTON 4 COMMISSION EXPIRES ~ MARCH 19,2006 .o·:,....;,;~~~;,.......,...~ • CITY0FRE . CU~RENT PLANNING . AFFIDAVIT OF SERVICE On the 8th day of December, 2005, I deposited in the mails of the United States, a sealed envelope containing ERe Determination documents. This information was sent to: Agencies See Attached Por Chheng Contact Sue Chan Owner Arthur Legg Party of Record Tom Uchison Party of Record (Sign~urecl~gnlngr,~~~~~~~~~~~~~~~~~~~~~~ ~~K~ STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MARCH 19, 2006 signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: l2(q /0 S Notary Public in and for the Sate of Washington Notary (print): __ ----=-..,r:--4,,:..:.y~&;.;;.,.;;;s~, --:...f_Ii_~_'/I.-..:...-b ______ _ My appointment expires: -5 (Ii;;;; Chan Short Plat LUA05-131, SHPL-H, ECF template -affidavit of service by mailing Dept. of Ecology * Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region * Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers * Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Jamey Taylor * Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Servo Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) WDFW -Stewart Reinbold * Muckleshoot Indian Tribe Fisheries Dept. * c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer 3190 160th Ave SE 39015 -172nd Avenue SE Bellevue, WA 98008 Auburn, WA 98092 Duwamish Tribal Office * Muckleshoot Cultural Resources Program * 4717 W Marginal Way SW Attn: Ms Melissa Calvert Seattle, WA 98106-1514 39015 172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division * Office of Archaeology & Historic Environmental Planning Supervisor Preservation* Ms. Shirley Marroquin Attn: Stephanie Kramer 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, WA 98104-3855 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, WA 98032-5895 Puget Sound Energy City of Tukwila Municipal Liason Manager Steve Lancaster, Responsible Official Joe Jainga 6300 South center Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application. * Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. template -affidavit of service by mailing ENVIRONMENTAL DETERMINATION & PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Chan Short Plat PROJECT NUMBER: LUA05-131, SHPL-H, ECF LOCATION: 319 Stevens Avenue SW & 405 SW Langston Road DESCRIPTION: The applicant is proposing to subdivide a 43,453 square foot (0.998 acre) site zoned Residential - 8 dwelling units per acre (R-8) into 6 lots. The lots are proposed to range in size from 5,000 square feet to 10,256 square feet in area. The lots are intended for the eventual development of single-family residences with two existing residences proposed to remain on Lots 1 and 4. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. The subject site contains a steep slope area. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 28, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON JANUARY 10, 2006 AT 9:00 AM TO CONSIDER THE SHORT PLAT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file identification. Kathy Keolker-Wheeler, Mayor December 8, 2005 Por Chheng 4620 118th Street SE Everett, WA 98208 SUBJECT: Chan Short Plat LUA05-131, SHPL-H, ECF Dear Mr. Chheng: CITY 4 ? RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. Please refer to the enclosed ERC Report and Decision, Section C for a list of the Mitigation Measures. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 28, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on January 10, 2006 at 9:00 AM to consider the Short Plat. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be ma.iled to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at (425) 430-7219. For the Environmental Review Committee, g ,. 11 _/./ ""ji ' C ~-1 11, cf/"(/01 Jill K. Ding (/ Associate Planner V cc: Sue Chan / Owner( s) Arthur Legg, Tom Uchison / Party(ies) of Record Enclosure -------------lO-S-S-s-ou-th--a-ra-d-y-W-a-y--R-e-n-to-n-,-W-as-h-in-g-to-n-9-8-0-SS-------------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES APPLICATION NO(S): LUA05-131, SHPL-H, ECF APPLICANT: Sue Chan PROJECT NAME: Chan Short Plat DESCRIPTION OF PROPOSAL: The applicant is proposing to subdivide a 43,453 square foot (0.998 acre) site zoned Residential - 8 dwelling units per acre (R-8) into 6 lots. The lots are proposed to range in size from 5,000 square feet to 10,256 square feet in area. The lots are intended for the eventual development of single-family residences with two existing residences proposed to remain on Lots 1 and 4. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. The subject site contains a steep slope area. LOCATION OF PROPOSAL: LEAD AGENCY: 319 Stevens Avenue SW & 405 SW Langston Road The City of Renton Department of PlanninglBuilding/Public Works Development Planning Sec;tion Advisory Notes to Applicant: The following notes are supplemental informationprov/ded in conjunction with the environmental determination. 8ecause these. notes are provldetjBsinformation only, they are not subject to the appeal process for e~1!irolJlTlental determinations. ;' Planning 1. RMC section 4-4-030.C.2 limits haul hours betvleen 8:30 am to 3:30 pm; Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidenti~1 construction activities shall be restricted to the hours between seven ()'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be rf;lstricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where rio further construction work will' occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Street address must be visible from a public street. 3. Existing and new hydrants will be required to be retrofitted with a Storz "quick disconnect" fitting. 4. Fire department access roads are required to be paved 20 feet in width. Dead end roadways over 150 feet in length are required to have an approved turnaround. ERe Advisory Notes Page 1 of2 Plan Review -Surface Water 1. The Surface Water System Development Charge (SOC) is $715 per single family lot. This fee is payable at the time the utility construction permit is issued_ Plan Review -Water 1. Water service stubs are required to be instat/ed to the each building lot prior to recording of the plat. 2. A 4-inch water main will be required to·be extended within the access easement of the short plat to serve Lots 5 and 6. 3. A new hydrant will be required to be installed in Stevens Avenue to serve Lots 5 and 6. 4. The Water System Development Charge (SOC) is $1,525 per single family lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Sanitary Sewer 1. Any existing septic system shall be abandoned in accordance with King County Health Department prior to building permit occupancy. 2. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. 3. The Sanitary Sewer System Development Charges (SOC) is $900 per building lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Transportation 1. Street improvements including, but not limited to paving, sidewalks,curb and gutter, storm drain, landscape, street lighting and street signs will be required along the Stevens Avenue SW frontage of the parcel. 2. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. Plan Review -General 1. All plans shall conform to the Renton Drafting Standards. Property Services 1. Under separate cover. ERe Advisory Notes Page2of2 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPUCATION NO{S): LUA05-131, SHPL-H, ECF APPUCANT: Sue Chan PROJECT NAME: Chan Short Plat DESCRIPTION OF PROPOSAL: The applicant is proposing to subdivide a 43,453 square foot (0.99B acre) site zoned Residential -B dwelling units per acre (R-B) into 6 lots. The lots are proposed to range in size from 5,000 square feet to 10,256 square feet in area. The lots are intended for the eventual development of single-family residences with two existing residences proposed to remain on Lots 1 and 4. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. The subject site contains a steep slope area. LOCATION OF PROPOSAL: LEAD AGENCY: MITIGATION MEASURES: 319 Stevens Avenue SW & 405 SW Langston Road The City of Renton Department of Plar:ming/~uilding/Public Works Development Planning Section . . 1. The applicant shall comply with the recomOlen~ijonstoundin the' geotechnical report prepared by Earth Consultants, Inc. dated Septembet6, 2005 .. ' . . ." 2. The applicant shall maintain a minimullJ setback of 10 feet from the Protected Slope. 3. The applicant shall be requireq to provid~ a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion angSedimentControl Requirements outlined in Volume II of the Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall. be subject to the review and approval of the Development Services Division. . ERG Mitigation Measures Page 1 of 1 ~.~ Iil» ~ -Kathy Keolker-Wheeler, Mayor December 8, 2005 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 CITY. RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on December 6, 2005: DETERMINATION OF NON-SIGNIFICANCE -MITIGATED PROJECT NAME: PROJECT NUMBER: LOCATION: Chan Short Plat LUA05-131, SHPL-H, ECF 318 Stevens Avenue SW & 405 SW Langston Road DESCRIPTION: The applicant is proposing to subdivide a 43,453 square foot (0.998 acre) site zoned Residential - 8 dwelling units per acre (R-8) into 6 lots. The lots are proposed to range in size from 5,000 square feet to 10,256 square feet in area. The lots are intended for the eventual development of single-family residences with two existing residences proposed to remain on Lots 1 and 4. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. The subject site contains a steep slope area. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 28, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions, please call me at (425) 430-7219. For the Environmental Review Committee, M1<~ 0i11~. Ding "r U Associate Planner cc: King County Wastewater Treatment Division WDFW. Stewart Reinbold David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Karen Walter, Fisheries, Muckleshoot Indian Tribe (Ordinance) Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers Stephanie Kramer, Office of Archaeology & Historic Preservation -E-n-c-lo-su-r-e---}-05-5-S-0-u-th-a-r-a-dY-W-a-y-_ R-en-to-n-,-W-a-sh-i-ng-t-on-9-g0-5-5-------~ ® This paper contains 50% recyded material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA05-131, SHPL-H, ECF APPLICANT: Sue Chan PROJECT NAME: Chan Short Plat DESCRIPTION OF PROPOSAL: The applicant is proposing to subdivide a 43,453 square foot (0.998 acre) site zoned Residential - 8 dwelling units per acre (R-8) into 6 lots. The lots are proposed to range in size from 5,000 square feet to 10,256 square feet in area. The lots are intended for the eventual development of single-family residences with two existing residences proposed to remain on Lots 1 and 4. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. The subject site contains a steep slope area. LOCATION OF PROPOSAL: LEAD AGENCY: 319 Stevens Avenue SW & 405 SW Langston Road The City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM on December 28, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 O.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: December 12, 2005 DATE OF DECISION: December 6, 2005 SIGNATURES: <t1?e"Wheeler, Fire~,.., Jfy'!.$#7rt.' Fire Department D~I~b' ennis u p, mlnlstrator /{di-tw Lt nc1 for (Leg~ ~ ~=-=-.jV---'----l/zf~~Ar-=-(JtCL-- Alex Pietsch, Administrator Date I Community Services EDNSP oil STAFF REPORT City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW COMMITTEE REPORT A. BACKGROUND ERC MEETING DATE Project Name: Applicant: Contact File Number: Project Manager: Project Description: Project Location: Exist. Bldg. Area gsf: Site Area: RECOMMENDA TlON: Project Location Map December 6,2005 Chan Short Plat Sue Chan, PO Box 2221 Renton, WA 98056 Por Chheng, 4620 118th Street SE Everett, WA 98208 LUA-05-131, SHPL-H, ECF Jill K. Ding, Associate Planner The applicant is proposing to subdivide a 43,453 square foot (0.998 acre) site zoned Residential - 8 dwelling units per acre (R-8) into 6 lots. The lots are proposed to range in size from 5,000 square feet to 10,256 square feet in area. The lots are intended for the eventual development of single-family residences with two existing residences proposed to remain on Lots 1 and 4. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. The subject site contains a steep slope area (Project description continued on page 2). 319 Stevens Avenue SW and 405 SW Langston Road 3,644 square feet Proposed New Bldg. Area: N/A 0.998 acres Total Building Area gsf: N/A Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance -Mitigated (DNS-M). LUA05-131ercrpt.doc PROJECT DESCRIPTION CONTINUED: The applicant is proposing to subdivide the subject site into 6 single family residential lots. The lots are proposed to range in size from 5,000 square feet to 10,256 square feet with a resulting net density of approximately 6.7 dwelling units per acre (0.998 gross acre site -0.10-acres sensitive areas = 0.898 net acre ~ 6 units I 0.898 net acre = 6.7 dulac). Landscape, roadway, and utility improvements would be installed with the short plat. Access to the project would be provided via residential driveways onto either Stevens Avenue SW or SW Langston Road. The applicant has identified steep slopes on the subject site. A geotechnical report prepared by Earth Consultants, Inc dated September 6, 2005 was submitted with the project application. One slope that exceeds 40% was identified on the project site. Slopes that exceed 40% for a height greater than 15 feet are considered protected slopes. The majority of the slopes located on the western portion of the subject site are between 25 and 40 percent grade, which are classified as Sensitive Slopes. B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF NON-SIGNIFICANCE Issue DNS with 14 da A eal Period. Issue DNS with 15 day Comment Period with Concurrent 14 day Appeal Period. C. MITIGA TION MEASURES DETERMINATION OF XX NON -SIGNIFICANCE -MITIGA TED. xx Issue DNS-M with 14 da A eal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. 1. The applicant shall comply with the recommendations found in the geotechnical report prepared by Earth Consultants, Inc. dated September 6,2005. 2. The applicant shall maintain a minimum setback of 10 feet from the Protected Slope. 3. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Earth Impacts: The subject site is designated on the City's Critical Areas Maps as containing steeply sloped areas that qualify as either sensitive or protected slopes. The topography of the subject site is hilly, generally sloping from west to east with the slopes ranging from 20 to 40 percent, however a slope with greater than a 40 percent gradient is located on the northern portion of proposed Lot 6. No development is proposed within the protected slope area. The eastern portion of the site is primarily vegetated with grass, fruit trees, and decorative plants. The slope area in the western portion of the site is vegetated with blackberry brambles, thick mixed brush, and deciduous trees, with a stand of pine trees occupying a portion of the steep slope area. The information submitted by the applicant indicates that the majority of the vegetation located on site would be removed for the construction of the proposed short plat improvements, driveways, and building pads. With the project application, the applicant submitted a Geotechnical Report prepared by Earth Consultants, Inc. dated September 6, 2005. According to the report the soils underlying the development area consist of Beausite gravelly sandy loam (BeC). Based on the existing site topography, the report estimates that cuts and fills of 5 feet or less will Project Location Map LUA05-131ercrpt.doc City of Renton PIBIPW Department CHAN PRELIMINARY SHORT PLAT REPORT December 6, 2005 Envin ntal Review Committee Staff Report LUA-05-131, ECF,SHPL-H Page 30f3 be required to achieve proposed subgrade elevations for proposed Lots 2 and 3, while cuts of up to 10 feet will be required to achieve proposed subgrade elevations for proposed Lots 5 and 6. The subsurface conditions of the subject site were evaluated by excavating five test pits. The test pits were excavated to a maximum depth of 17 feet. A surficial layer of topsoil and sod was identified within the first 4 to 12 inches of soil at all of the test pit locations. Below the topsoil layer at three of the locations was a loose surficial layer of silty sand, which extended to a depth ranging from 1.5 to 3 feet. The other two test pits were underlain with weathered bedrock. The bedrock was primarily comprised of sandstone, with localized siltstone and coal interbeds. Groundwater seepage was encountered at two of the test pit locations at depths ranging from 4.5 to 14 feet below existing grade. Iron oxide staining was encountered within each of the test pits at varying depths. The groundwater seepage in 4 of the test pits was indicative of seasonal groundwater collecting within the fractured bedrock. The groundwater seepage and iron oxide staining in one of the test pits was indicative of seasonal perched groundwater collecting above impermeable silt beds or within permeable sand and gravel lenses. The geotechnical report recommends a minimum building setback of 10 feet from the 40 percent or greater slopes located on the subject site. In addition, the report also proposes recommendations for site preparation and general earthwork, foundations, slabs-on-grade floors, retaining walls, seismic design considerations, and drainage. The applicant's SEPA checklist indicates that earthwork activities are estimated at 7,100 cubic yards of dirt work (100 cubic yards of cut and 7,000 cubic yards of fill) in order to create the appropriate grades for the installation of the building pads. Staff recommends a mitigation measure, which requires the applicant to comply with the recommendations found in the geotechnical report prepared by Earth Consultants, Inc. dated September 6,2005. Due to the slopes located on the subject site, the potential exists for erosion to occur from the subject site. Staff recommends a mitigation measure that requires the applicant to comply with the Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the Stormwater Management Manual. Mitigation Measures: 1. The applicant shall comply with the recommendations found in the geotechnical report prepared by Earth Consultants, Inc. dated September 6,2005. 2. The applicant shall maintain a minimum setback of 10 feet from the Protected Slope. 3. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. Nexus: SEPA Environmental Regulations E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. ~ Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM December 28, 2005. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 O.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. LUA05-131 ercrpt.doc City of Renton PIBIPW Department CHAN PRELIMINARY SHORT PLA T Envirc ntal Review Committee Staff Report LUA-05-131, ECF,SHPL-H REPORT December 6, 2005 Page 4 0'4 Advisory Notes to Applicant: The fol/owing notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Street address must be visible from a public street. 3. Existing and new hydrants will be required to be retrofitted with a Storz "quick disconnect" fitting. 4. Fire department access roads are required to be paved 20 feet in width. Dead end roadways over 150 feet in length are required to have an approved turnaround. Plan Review -Surface Water 1. The Surface Water System Development Charge (SDC) is $715 per single family lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Water 1. Water service stubs are required to be installed to the each building lot prior to recording of the plat. 2. A 4-inch water main will be required to be extended within the access easement of the short plat to serve Lots 5 and 6. 3. A new hydrant will be required to be installed in Stevens Avenue to serve Lots 5 and 6. 4. The Water System Development Charge (SDC) is $1,525 per single family lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Sanitarv Sewer 1. Any existing septic system shall be abandoned in accordance with King County Health Department prior to building permit occupancy. 2. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. 3. The Sanitary Sewer System Development Charges (SDC) is $900 per building lot. This fee is payable at the time the utility construction permit is issued. Plan Review -Transportation 1. Street improvements including, but not limited to paving, sidewalks, curb and gutter, storm drain, landscape, street lighting and street signs will be required along the Stevens Avenue SW frontage of the parcel. 2. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. Plan Review -General 1. All plans shall conform to the Renton Drafting Standards. Property Services 1. Under se arate cover. LUA05-131 ercrpt.doc C F wr~t ........ . CA IM CA .... , ···· .. "'··,i G3 " 19 T23N R5E W 112 ~ ZONING '0 ~ TBCHNICAL SIllVlCl!8 - - - -Renton dlt, LIm1t,o 18 T23N R5E W 1/2 5318 )NING MAP BO K RESIDENTIAL ~ Resource Conservation ~ Residential 1 dulac ~ Residential 4-dulac 8 Residential 8 dulac ~ Residential Manufactured Homes I R-l0 I Residential 10 dulac I R-14! Residential 14 dulac I RM-F! Residential Multi-Family I RM-T l Residential MulU-Family Traditional I RM-U I Residential Multi-Family Urban Cente~ MIXED USE CENTER @] center Village JUC-NII Urban Center -North 1 1UC-N21 Urban center -North 2 @] Cenler Downtown· ~ Commercial/Office/Residential COMMERCIAL @] Commercial Arterial· @] Commercial Office· o Commercial Neighborhood INDUSTRIAL o Industrial -Heavy o Industrial -Medium o Industrial -Light (P> Publicly owned _____ Renton City Limits ___ ._ Adjacent City Limits _ Book Pages Boundary KROLL PAGE • May include Overlay Districts. See Appendix maps. For additional regulations in Overlay Districts. please see RYe 4-3. PAGE# INDEX SECTfTO'NNRAHGE Printed by Print & Mail Svcs, City of Renton CITY OF RENTON SHORT PLAT NO, LUA-__ -____ SHPL KING COUNTY. WASHINGTON A PORTION OF ~.!.!/4, §_~_!/4, SEC 18 CITY OF RENTON LAND USE ACTION NO, LUA- CITY OF RENTON LAND RECORD NO, LND-__ -___ _ / FOUNG CONe. MON. IN CASE (DECeMBER, 1998) ~ _ 618.06' N6"~~ ~ FOUND CONe. PC MON. /" IN CASE W/BRASS PIN ~~vr::.8ER, 1993) 587.56'{M} _ N72'2"15"W(Pl. (BASIS OF f!!A~ r-----y--619.19'(C) I::> 620.00'(P) .., /' , i +-I- I ~ p. " 140 FOUND CONe, MON, /' IN CASE W/BRASS PIN (NOVEMBER. 199J) r-_ +-_________ S~O~ ~~ !:A!!.C?.S!9~ ~O!E __ ~ N72' 'I "IV ~ I 1 I R/W I 1 4O'(P}TYP Ii,; 79,89! iii ~ 1/1 : ii" ) AI \..Oi \ SHPL e" /\ # § ~ q,~V JO' I ' j;l' f1 + : 1 / ~ ill 18090SC~ 1 i. . 0 is I ~ -J:: I~ / ~ I~ / - I I I I ~ ,e, ~ / ~\ I ! ~<'i I~~ ~J ~~ iii o::-~I j;7j;7I~ ~;~ R ~ ~ --'" " " I I I', o , ": I :-g i i; ~ ~ti-"~--~~~~~ ~ ;:;-<>- H~ I ~ ~ "'''' s-::-~~ ~I C/:)I '6\ 1 ii' i Ii I I 1 l i1f:l i~ 12 LOi ~c fT 50 00 I J~ ... ) B ,/ ~ ~~ (SJ 1 I~ S I tr.l l ::::'1 :2;1 g:1 ..:1 I :2;1 °1 GI :2;1 ; \ S72'18'S6~f i 7990' F[NCE CORNER ~ , 6:~4 wg~r~ OF i PROP. !:,NE_ --'tt'--"--",'e":"\~>"\~.".l!ftii1'-~~' ;o.......l,..tlt-' -" FOUND REBAR .. ~ Q.I1'SE OF g i' PROP. LINE '\ ij. :-;:.. FEB. 1999 \ ~: ~ I ~ 79.90' 91.'PO' I " ~ __ ! S72·'8·"6:~-t .... / 3 :i \..q1' sa fT 'O[ /0 50o~ ! i":' sm8'~6·E ~ :( , .'< 91.90' m tr.l I ,., ;: r 'V!S(fEU,g931 ilV•• / I ' I :, NOV I \ I <l'¢-- 30' I ~ I I ' I 57218'56"£ I ----- -~ FaUNa OLD IX2 LOT STAKE / 1 / I' /' I' / ,-, ," 0 y:':" jl~' AT PROP£fHY CORNER n .... ~ 'f:!. ~ -'2- R[PLACED Wl1'H REBAR 4-r ::: \ I \ '\. I I CAP LS 295J7 0° ;p R fJ ~ / \, ~" I I FEB 1999 '\, .......... '-" FENCE ON LINE FOUND REBAR & CAP l;;-~ ~~ ~ ... ~~ ?~ I~-~ f"e, ~ I® ~ fb 1 ft; ~ ::> ..: ~ g: ~ C/:) RECORDING NO. VOL/PAGE \ ~ ~ GRAPHIC SCALE NOTE: i i J THE INTERIOR Lor LINES ItFRE' fSTABUSHrn USINC FOUND REBARS AND STAKE AND CONFIRMED BY OCCUPA TION ( IN FEET) inch = 40 ft. ON T1-if GROUND. T1-if Bl.OCK MONUMfNTS WE'Rf fSTABLISHfO BY T1-iE CITY OF RENTON AND OT1-ifRS SOME TIME AFTER T1-iE RECORDING OF T1-iE ORIGINAL Pl.AT AND ARE NOT ORIGiNAl. PLAT MONUMENTS. FOUND BLOCK CORNERS WERE HELD FOR RIGHT OF WA Y LOCA nONS ONL y. LEGEND: ~ CASED MONUMENT AS SHOWN • SET S/8~ REBAR ANO CAP L.S. 29537 E/P EDGE OF PAVEMENT R/W RIGHT OF WAY Q FIRE HYDRANT -0-POWER POLE ® SEWER MANHOl.E ill WATER MfTER rn TELEPHONE RISER I£iI CATCH BASIN @ STORM DRAIN MANHOLE rn TE:LEPHONE RISER co:o ROCKERY (R 1) VALUE PER ROS 15/285 (P) VALUE PER PLAT OF EARLINGTON 14/7 (M) MEASURED VALUE (C) CALCULATEO VALUE PER FIELD MEASUREMENTS AND PLAT t I ---------!\ ~----------VlSITEO NOV. 199J --_JS S5~4 {F[~:-1999) ~ ...l ~FOUND OLD WOOD HUB ~" .. .l r ON LlNf FEB. 1999 tt l' L _ -f-_______ R(,'" ____ - - - - - - - - - - - - - - - - - - - - - - - - - - --' i-----f--- il SW 3RD PLACE 619.98'(P} _ ______ _ ______ _ 6,g.61r~_ N72'SJ'OO'W(M) N72°S6'45 "W(P) il ----~- roUND CONe. MON. ]' r tt:/BRASS PIN 1.'" DEEP (NOVEMBER. 1993) CRONES & ASSOC. LAND SURVEYORS ~ FOUND RAILROAD ~ SPIKE WITH PUNCH MARK 0.2' DOWN (NOVfJ.l8fR, '99J) 2J806 '90TH AVE' S.t. KENT. WA 98042 (425) 4J2-'9JO FAX 425-4J2-'9)) SHORT PLAT FOR: SUE CHAN w L:> « 0.. 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'" «~~ ....:I.e ~ ~iX)8u.: U-.t':J ~oi2.18 ~".,::>w: ;:stj::E zl ~~ ~ i 0 U I DATE, 6/10/05 DRA\{N BY, P.KEARNEY JOB NUMBER, #2105 [X City of Re.' .. _ .. n Department of Planning / Building / Public W s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~ COMMENTS DUE: NOVEMBER 28, 2005 APPLICATION NO: LUA05-131, SHPL-H, ECF DATE CIRCULATED: NOVEMBERH 2005 APPLICANT: Sue Chan PROJECT MANAGEl(:Jilloing ">{ PROJECT TITLE: Chan Short Plat PLAN REVIEW: Jan lilian -1 () : SITE AREA: 43,453 sguare feet BUILDING AREA (gross): N/A LOCATION: 319 Stevens Ave SW & 405 SW Langston Road I WORK ORDER NO: 77498 SUMMARY OF PROPOSAL: Subdivision of two existing parcels totaling 43,453 square feet (0.998 acres) in area located within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housinq Air Aesthetics Water Light/Glare Plants Recreation LandlShoreline Use Utilities Animals TranSpOrtation Environmental Health Public Services "" Energyl Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLlCY·RELA TED COMMENTS C. CODE·RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wher~nal info~ is needed to properly assess this proposal. /:::-2~-...::J=:......-_-_()......:~:...-______ _ Si9t'3ture of Director or A horized Representative Date DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM December 8, 2005 Jill Ding Z Sonja J. Fesser j:>~ Chan Short Plat, LUA-05-131-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant concerning the preliminary short plat submittal: None. Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-05-131-SHPL and LND-20-0432, respectively, on the drawing sheets in the spaces already provided. The type size used for the land record number should be smaller than that used for the land use action number. Remove the word "THAT"(currently noted in the indexing block on Sheet 1 of 2). Said word does not add anything constructive to said indexing information. Show the monument numbers of the two ties to the City of Renton Survey Control Network. Additionally, tie said short plat property to the Survey Control Network. Provide short plat and lot closure calculations. Indicate what has been, or is to be, set at the new interior comers of the proposed lots. Note all easements, covenants and agreements of record on the drawing. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the short plat drawing. Remove the City of Renton Seal from Sheet 1 of 2 of the short plat drawings. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0432\RV051207.doc , , December 9, 2005 Page 2 Remove all references to zoning and density from the short plat drawings. Also, remove the contour interval item. On the final short plat submittal, remove all references to topography, utility facilities, rockery and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. All vested owner(s) of the subject short plat need to sign the final short plat drawing. Include notary blocks as needed. Note the specific lots that are to have an equal and undivided interest in the ownership and responsibility for maintenance of the of the private access easement appurtenances (in the "PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT block). As currently noted, all of the proposed lots would be encumbered by this maintenance agreement. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The short plat will be recorded first (by King County). The recording number(s) for the associated document(s) are to be referenced on the short plat drawing. Provide spaces for the recording numbers thereof. The new 20' easement for ingress, egress and utilities (?) is shown for the benefit of future owners of proposed Lot 5. Note on the drawing the following statement: "Area for new private 20' ingress, egress and utility easement" for the new easement. Since the new lots created via this short plat are under common ownership at the time of recording, there can be no new easement established until such time as ownership of the lots is conveyed to others, together with and/or subject to specific easement rights. See the attachment for needed corrections in the "PLAT NOTE" block (Sheet lof 2). Comments for the Project Manager: Sheet I of 2, under the "PLAT NOTE" block, references a Declaration of Restrictive Covenant document. To date, we have not received a copy of said document for review. Fee Review Comments: The Fee Review Sheet for this review of the preliminary short plat is provided for your use and information. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0432\RV051207.doc\cor OF RENTON 'PLAT NO. _-____ SHPL OUNTY, WASHINGTON RATION: S THA T I, THE UNDERSIGNED O'MJER HEREBY MAKE A SHORT RCW 58.17.060 AND D£aARE THIS PRESENTATlON OF SAME. AND THAT FREE CONSENT AND IN 'HE O'MIER. Y HAND AND SEAL ctOI)' evidence that dged it to be her free and oses mentioned in the instrument. )PROVALS: ____ _ CITY OF RENTON Examined and approved this __ day of ______ • 20 __ Administrator. Planning/ Building/ Public Works LEGAL DESCRIPTION: TAX LOT 2143700075 KIN( DEP Exam Asses····. Depu1 LOTS 1 AND 2, BLOCK 2, EARLINGTON, ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 7, RECORDS OF KING COUNTY. WASHINGTON; EXCEPT THE SOUTH 50 FEET THEREOF. TAX LOT 214J700320 THE SOUTH 50 FEET OF LOTS 1 THROUGH 4, TOGETHER 'MTH LOTS 35 AND 36, ALL IN Bl..OCK 2 OF EARLINGTON, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 7, RECORDS OF KING COUNTY. WASHINGTON. NOTES: FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED 'MTH A r TOTAL STA TlON USING TRA VERSE AND RADIAL SURVEY IrIETHOOS THAT MEET OR EXCEED ACCURACY REQUlREll£NTS CONTAINED IN WAC 332.130.090. COPYRIGHTED BY CRONES ~ ASSOCIA TES LAND SURVEYORS. PLAT NOTE: THE LOT O'MJERS AND THEIR SUCCESSORS ARE SUB.ECT TO A D£CLARA TlON &ETRICTlVE COVEN.~REGARDING THE PARTlaPATlON AND SUPPORT OF TURE LOCAL IUPROVEJlENT TRlCT OR CITY INITlA PROPOSAL FOR NECESSARY OFF-SITE IMPROVEMENTS REQUIRED BY THE RENTON SUBDIVISION ORDINANCE. SAID DECLARA TlON OF RESTRICTlVE COVENANTS IS RECORDED UNDER KING COUNTY RECORDING NUU8ER: _______ _ PARCEL AREAS: TAX LOT 0075: 13.089:r SO.FT. OR 0.30 ACRES TAX LOT 0320: 3O,364:J: SO.FT. OR 0.70 ACRES ENTlRE PARCEL: 4J,453:J: SO.FT. OR 1.00:J: ACRES LOT 1: 8,089:1: SO.FT. OR 0.19:J: ACRES LOT 2: 5OOO:J: SO.FT. OR 0.11:J: ACRES LOT J: 5000:1: SO.FT. OR 0.11:1: ACRES LOT 4: 5,109:J: SO.FT. OR 0.12:J: ACRES LOT 5: 5OOO:J: SO.FT. OR 0.11:1: ACRES LOT 6: 15,256:r SO.FT. OR 0.J5:1: ACR£S ·, PROPERTY SERVI~~S FEE REVIEW FOR SUBDIVISIONS 005 -..... £P--..,-'---__ APPLICANT: CHAbJ I .51 .IF" RECEIVED FROM ____ -,-:-----,-_ (date) I JOB ADDRESS: 3/9 O"fEYF1.IS A.VE SW ~ 40, S 8W LA.Uq,SWbl Rt:> WO#_7-'---'7=:.4=-g ..... e~ _____ _ NATURE OF WORK: G-lrrf 51--1oBT";)1 ~ CHA)..J 5HoR'f 'PI AT) LND # 20 -04S2!. X. PRELIMINARY REVrEW OF SlmDIVISION i.fLONG PLAT, NEED MORE INFORMATION: .' LEGAL OESCRIPTION SHORT PLAT, BINDING SITE I'LAN, ETC. PID #'s VICINITY MAP .. FINAL REVIEW OF SUBOIVISION, THIS REVIEW REPLACES SQUARE FOOTAGE .. OTHER PRELIMINARY FEE REVIEW DATED FRONT FOOTAGE SUBJECT PROPERTY PARENT pm# e14a7Q-0075 -oSZo X NEW KING CO. TAX ACCT.#(s) are required when assigned by King County. II is Ihe intent of this developmenl fee analysis 10 put Ihe developer/owner on nOlice. Ihat the fees quoted below may be applicable 10 the subject site upon development of the property. All qUOIed fees are potential charges thaI may be due and payable at the time the construction permit is issued (Q install the on·site and off·site improvements (i,e, underground utililies. street improvements, etc,) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section Please note that these fees are subject to chJI1;;e wilhout notice, Final fees will be based on rates rn effect at time of Building Permit/Constnlction Permit apphcallon, The existing house on SP Lot # ____ , addressed as has not previously paid ----SOC fees, due to cOllnection to City utilities prior to existance of SOC fcc Ord. SP Lot# will be subject to future SOC fees if triggering mechanisms are touched within current City Ordinances. We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation, The following Quoted fees do N o ~ ~ h T IIlclude inspecllon ees. stde sewer permtts. r w permit ees or t e cost ot water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt) WATER -0- Latecomer Agreement (P\'t) W ASTF WATER -0- Latecomer Agreement (pvt) OTHER -0- / Special Assessment District/WATER /-0- / Special Assessment Dist riet/WASTE \ V A TER /-0- Joillt Use Agreement (METRO) -, - Local Improvement Oistrict * - TrafFic Benefit Zones $75.00 PER TRlP, CALCULATED BY TRANSPORTATION - FUTURE OBLIGATIONS - SYSTEM DEVELOPMENT CHARGE -\-VATER .. Estimated # OF UNITS/ SDC FEE .. I'd Prev. Partiallv I'd (Ltd Exemption) .. Never Pd SQ. FTG. Single family residential $1 ,525/un ii, x 4-$(0100,00 Mobile home dwelling unit $1220/11l1it in park Apartmcnt, Condo $915/unit not ill CD or CO R 'lones x Commercial/lndust rial, $0,213/5<1' II. of property (not Icss than $1,525.00) x Boclng, by Special Agreement/Footprlnlill Bldg rlus IS ft perimeter (2,800 GPM threshold) SYSTE!'.f DEVELOPMENT CIIARGE -\VASTnVATER .. Estimated .. Pd Prc\'. Partially Pd (Ltd Exemption) Ne\'er I'd Single family residential $900/unit ~ 4 53,(000.00 Mobile hOllle dwellin~ unit $72011lIlil \; Apartment. COlldo $5~Olunit IJOt in ('Dor COR zones;I; COllllllercial/lndustrial $O.126IS(j' II , ~.!j)r()pcrl r x(not less than $<)()O.O()) SYSTEI\I DE\'ELOPi\IENT CIIARCI . SlJRF.-\CE\\'ATER Estimated Pel Prn. P~lrtialll' I'd (Ltd EWlllption) Never'l'd Single f"mill residcntial and mohile homc dwclling ullit $715/unit x .4-$ G ,ec,o.ClO All other properties $O.2~9/s<J ft of 111'11 impcn'ious area of property x (not less than $715.()O) --I PRELll\lINA({Y '1'0'1',\1. S ... _._J. ~L~~O. 00 -,,------- s0§,~~,~ 'A~':';=IV ... I\J cO 0 '" " 0 lJ1 " *If ,uhj('c( prollcrl,l i, lIithill ~I" LlI>. it i, dcn:lopcrs respollsihility 10 chcck Il'ith the Fillalll:c Dl'(lt. 1'01' p:lid/ull-paid stall". <1> <: Squ3rL' footage figrrres arc /;11"'11 frolll the I\:illg COllllty Assessor's iliaI' alld are slIhjcl't to challge, CurT"1I1 Cit) SIH' ft'" l'h~lrgc" ,'pph to I:ITH "1'1\1: .I,III""rI I, 200'; .. <1> ( OJ 0 City of Re Department of Planning / Building / Public I s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: DATE CIRCULATED: NOVEMBER 14, 20 APPLICANT: Sue Chan PROJECT MANAGER: Jill Din PROJECT TITLE: Chan Short Plat PLAN REVIEW: Jan lilian SITE AREA: 43,453 s uare feet BUILDING AREA ross: N/A CITY OF RENTON UTi . LOCATION: 319 Stevens Ave SW & 405 SW Langston Road I WORK ORDER NO: 77498 SUMMARY OF PROPOSAL: Subdivision of two existing parcels totaling 43,453 square feet (0.998 acres) in area located within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public SeNices Energy/ Historic/Cultural Natural Resources PreseNation Airport Environment 10.000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date DATE: TO: FROM: SUBJECT: CITY OF RENTON MEMORANDUM November 22, 2005 Jill Ding Jan Illian x 7216 SUE CHAN SHORT PLAT LUA 05-131 319 -STEVENS AVE SW & SW LANGSTON RD. I have reviewed the application for this 6 lot short plat at 319 -Stevens Ave SW and SW Langston Road and have the following comments: EXISTING CONDITIONS WATER SEWER STORM STREET There is a 6-inch water main in Stevens Ave SW and an existing 8-inch water main SW Langston Road. Available fire flow is approximately 1,500 gpm and static pressure in the area is 90 psi. The proposed project is located in the 370 Water Pressure Zone and is outside an Aquifer Protection Zone. There is an existing 8-inch sewer main in SW Langston and a 6-inch sewer main in Stevens Ave SW. There are storm drainage facilities in SW Langston and Stevens Ave SW. There is no sidewalk, curb, and gutter fronting the site in Stevens Ave SW. There is sidewalk, curb, and gutter fronting the north side of the site in SW Langston Road. CODE REQUIREMENTS WATER 1. Water System Development Charges are based on a rate of$1,525.00 x 4 new single-family homes. Estimated fees based on the entire site plan is $6,100.00. Credit is given to the two existing homes. Payment of these fees will be required prior to issuance of utility construction permit. Fees are subject to change January 2006. 2. A 4-inch water main will be required to be extended within the access easement of the short plat to serve Lots 5&6. 3. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest comer of the proposed buildings. 4. A new hydrant will be required to be installed in Stevens Ave to serve Lots 5 & 6. 5. Existing hydrants counted as fire protection will be required to be retrofitted with a 5" quick disconnect "storz" fitting if not already in place. 6. All short plats shall provide separate water service stubs to each building lot prior to recording of the short plat. Sue Chan Short Plat Page 2 of2 SANITARY SEWER 1. Sewer System Development Charges are based on a rate of $900.00 x 4 new single-family homes. Estimated fees based on the entire site plan is $3,600.00. Credit is given to the two existing homes if they are connected to sewer. Payment of these fees will be required prior to issuance of utility construction permit. Fees are subject to change January 2006. 2. A sewer main extension is not required. 3. All short plats shall provide separate water service stubs to each building lot prior to recording of the short plat. SURFACE WATER 1. Surface Water System Development Charges are based on a rate of $715.00 x 4 new single-family lots. Estimated fees based on the entire site plan is $2,860.00. Payment of these fees will be required prior to issuance of utility construction permit. Fees are subject change January 2006. 2. A preliminary drainage plan and drainage report (1990 KCSWM) has been submitted. Preliminary review of the report indicates this project is exempt from detention. All core requirements and any special requirements will need to be addressed in the final report. 3. Applicant will be required to tightline all roof drains to the storm system. 4. A temporary erosion control plan will be required and shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. TRANSPORTATION 1. Half street improvements fronting the site in Stevens Ave SW including, but not limited to paving, sidewalks, curb & gutter, storm drainage, street signs and street lights are required. 2. Applicant will be required to comply with the City of Renton's Trench Restoration and Street Overlay Requirements. 3. A traffic control plan, approved by the City will be required for any construction impacting the City's right of way. MISCELLANEOUS 1. Applicant shall be responsible for securing all necessary easements for utilities. 2. All new rockeries or retaining walls to be constructed as a part of the construction permit, that are greater than 4 feet in height will be require a separate building permit for structural review. A geotechnical report is required with submittal. 3. All wire utilities shall be installed underground per the City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. RECOMMENDED CONDITIONS 1. Traffic mitigation fee for each new single-family residence is $717.75. The rate is based on 9.57 trips x $75 x 4. Total fees are $2,871.00. This is payable prior to recording of the short plat. 2. Staff recommends a condition to require this project to design and comply with Department of Ecology's Erosion and Sediment Control Requirements as outlined in Volume II of the 2001 Stormwater Management Manual. cc: Kayren Kittrick City of Re ..• _.. Department of Planning / Building / Public li .S ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: NOVEMBER 28, 2005 APPLICATION NO: LUA05-131, SHPL-H, ECF DATE CIRCULATED: NOVEMBER 14, 2005 APPLICANT: Sue Chan PROJECT MANAGER: Jill Din PROJECT TITLE: Chan Short Plat PLAN REVIEW: Jan lilian SITE AREA: 43,453 s uare feet BUILDING AREA LOCATION: 319 Stevens Ave SW & 405 SW Lan ston Road WORK ORDER NO: 77498 SUMMARY OF PROPOSAL: Subdivision of two existing parcels totaling 43,453 square feet (0.998 acres) in area located within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Uqht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELA TED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Date City of Ren.u.. Department of Planning / Building / Public V ~S ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~ COMMENTS DUE: NOVEMBER 28, 2005 APPLICATION NO: LUA05-131, SHPL-H, ECF DATE CIRCULATED: NOVEMBER 14, 2005 APPLICANT: Sue Chan PROJECT MANAGER: Jill Din PROJECT TITLE: Chan Short Plat PLAN REVIEW: Jan lilian SITE AREA: 43,453 s uare feet BUILDING AREA LOCATION: 319 Stevens Ave SW & 405 SW Lan ston Road WORK ORDER NO: 77498 8 SUMMARY OF PROPOSAL: Subdivision of two existing parcels totaling 43,453 square feet (0.998 acres) in area located within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water LiIJhtlGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy! Historic/Cultural Natural Resources Praservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ad .. al information is needed to properly assess this proposal. ~ Date S# (P5d.- Project Name: C\}\A.Q S\.'f \..., Project Address: 3,,\ 5ID~ I =to$"" SW LAI~~\W I Contact Person: 50 e c...~'At0 Permit Number: L1>(\ OS-13 \ pr~ectDeSCriPtion:~~~~~~S~~~·~~S~~~_~~~~V~~~!~W~~~_~~~~~l~~a~~~~~~~=~~~~~~~~ t?11MA1lJ Land Use Type: ~ Residential o Retail o Non-retail Ca Iculation: Transportation Mitigation Fee: Calculated by: , 1i~Jru(l Method of Calculation: ~TE Trip Generation Manual, 7th Edition o Traffic Study eZi 0-) Sf \i2... ~ .'S 7 / /.ku\-L. o Other Date: )I /).( )¥bS' Date of Payment: _____ ~ _________ ~ ____ ~~~ __ ~ __ ~ City of Re ..• _n Department of Planning / Building / Public ~ ____ S ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT~ 0(\ COMMENTS DUE: NOVEMBER 28, 2005 APPLICATION NO: LUA05-131, SHPL-H, ECF DATE CIRCULATED: NOVEMBER 14, 2005 APPLICANT: Sue Chan PROJECT MANAGER: Jill Din PROJECT TITLE: Chan Short Plat PLAN REVIEW: Jan lilian SITE AREA: 43,453 s uare feet BUILDING AREA NOV 2005 LOCATION: 319 Stevens Ave SW & 405 SW Lan ston Road WORK ORDER NO: 77498 BUILD SUMMARY OF PROPOSAL: Subdivision of two existing parcels totaling 43,453 square feet (0.998 acres) in area located within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northem portion of proposed Lot 6. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earlh Housinq Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Trensporlation Environmental Health Public Services Energy/ Historic/Cultural Naturel Resources Preservation Airporl Environment 10,000 Feet 14,000 Feet B. POLICY-RELA TED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date City of Re ... "'n Department of Planning / Building / Public' .' s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: P~IL-S COMMENTS DUE: NOVEMBER 28, 2005 APPLICATION NO: LUA05-131, SHPL-H, ECF DATE CIRCULATED: NOVEMBER 14, 2005 APPLICANT: Sue Chan PROJECT MANAGER: Jill Ding PROJECT TITLE: Chan Short Plat PLAN REVIEW: Jan lilian SITE AREA: 43,453 square feet BUILDING AREA (Qross): N/A LOCATION: 319 Stevens Ave SW & 405 SW Langston Road I WORK ORDER NO: 77498 SUMMARY OF PROPOSAL: Subdivision of two existing parcels tola!j~;453 square feet (0.998 acres) in area located within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earlh Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transporlation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airporl Environment 10,000 Feet 14,000 Feet Iv g/}P, B. POLICY-RELATED COMMENTS) -/7~u L~ !1{) ,A./)}'1~~1s lu /CvJt:U' C. CODE-RELATED COMMENTS . ;) /-u /(t/1i{) / We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is eded to properly assess this proposal. , I Date ; / / FIRE DEPARTMENT MEMORANDUM DATE: November 15, 2005 TO: FROM: SUBJECT: Jill Ding, Associate Planner J ames Gray, Assistant Fire Marsh~ l~ Chan Short Plat, 319 Stevens AvV. SW & Langston RD. MITIGATION ITEMS: 1. A fire mitigation fee of $488.00 is required for all new single-family structures. FIRE CODE REQUIREMENTS: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single- family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to a minimum of 1500 GPM and requires two hydrants within 300 feet of the structure. 2. Fire department access roads are required to be paved, 20 feet wide. Dead end roadways over 150 feet in length are required to have an approved turnaround. See attached diagram. 3. Street addresses shall be visible from a public street. Please feel free to contact me if you have any questions. i:\ercpiat.doc . FIRE APPARATUS ACCESS ROADS RENTON FIRE PREVENTION BUREAU x If:J.o-t/gO-7000 ......... :: .. : ....... :: .. : ..... :.::::.:::::.::::.:::. :.-:::. -:."':::: ... :~-:~.:.:.:~~.:~.:.:::.:.:.:.:~.::;::.~.::.:. -:-:." ..... -.. :.:.: .. : .. : ~t~~'~·lli ...... _ ..... _ ................ . :~~ju.~~~ ·~~jE0~ . . . . ......... _.-............. . ................ .............. . l 45' " 1 1 .... :.:.: .. :~:::.:~.:: .... :::~.::.:.: .. :.::~.: :~~~j~I~~~j·::~~i~~j~~~~ 1 City of Re _ Department of Planning / Building / Public ~ ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Fi rt COMMENTS DUE: NOVEMBER 28, 2005 APPLICATION NO: LUA05-131, SHPL-H, ECF DATE CIRCULATED: NOVEMBER 14, 2005 APPLICANT: Sue Chan PROJECT MANAGER; Jill Ding ! PROJECT TITLE: Chan Short Plat PLAN REVIEW: Jan lilian SITE AREA: 43,453 square feet BUILDING AREA (gross); N/A LOCATION: 319 Stevens Ave SW & 405 SW Langston Road WORK ORDER NO: 77498 1 /, ')(iM <C'OJ.) SUMMARY OF PROPOSAL: Subdivision of two existing parcels totaling 43,453 square feet (O~998 acres) in area loc~ted within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the propbsed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area Is located on the northem portion of proposed Lot 6. .~ A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Liaht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS c::~ t)(~1 City of Re ..• _.. Department of Planning / Building / Public ~. . s ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: NOVEMBER 28, 2005 APPLICATION NO: LUA05-131, SHPL-H, ECF DATE CIRCULATED: NOVEMBER 14, 2005 APPLICANT: Sue Chan PROJECT MANAGER: Jill Din CITY OF RENTON PROJECT TITLE: Chan Short Plat PLAN REVIEW: Jan lilian SITE AREA: 43,453 s uare feet BUILDING AREA ross: N/A LOCATION: 319 Stevens Ave SW & 405 SW Langston Road I WORK ORDER NO: 77498 BUILDING DIVISION SUMMARY OF PROPOSAL: Subdivision of two existing parcels totaling 43,453 square feet (0.998 acres) in area located within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housinq Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energyl Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELA TED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wh additional information is needed ~ properly assess this proposal. / Date NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: November 14, 2005 LAND USE NUMBER: LUA05-131, SHPL-H, ECF PROJECT NAME: Chan Short Plat PROJECT DESCRIPTION: Subdivision of two existing parcels totaling 43,453 square feet (0.998 acres) in area located within the Residential· 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10.256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. PROJECT LOCATION: 319 Stevens Avenue SW & 405 SW Langston Road OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS~M process to give notice that a DNS~M is likely to be issued. Comment periods for the project and the proposed DNS~M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of No"~ Slgnificance~Mitigated (DNS~M). A 14~day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: October 24, 2005 NOTICE OF COMPLETE APPLICATION: November 14, 2005 APPLICANT/PROJECT CONTACT PERSON: Por Chheng; Tel: (206) 550-6260; Eml: porchheng965@hotman.com PermltslRevlew Requested: Environmental (SEPA) Review, Hearing Examiner Short Plat approval Other Permits which may be required: Building, Fire, Utility, and Construction Permits Requested Studies: Geotechnical and Drainage Reports Location where application may be reviewed: . Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 PUBLIC HEARING: Public hearing is tentatiyely scheduled for January 10 2006 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 South Grady Way. CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: The subject site is designated Residential Single~Family on the City of Renton Comprehensive Land Use Map and Residential ~ 8 (R·8) dwelling units per acre on the City's Zoning Map. Environmental (SEPA) Checklist The project will be subject 10 Ihe City's SEPA ordinance, Critical Areas RMC 4~3~ 050, Residential Development Standards 4~2-110, Developmental Guidelines RMC 4-4-030 and other applicable codes and regulations as appropriate. Proposed MItigation Measures: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by eXisting codes and regulations as cited above. The applicant will be required to comply with the recommendations found in the Geotechnical Report prepared by Earth Consultants, Inc. dated September 6, 2005; The applicant will be required to provide a Temporary Erosion and Sedimentation Plan (TESP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the Storm water Management Manual; The project shall be subject to the 2005 King County Surface Water Design Manual for the design of the detention facility if detention is required. Comments on the above application must be submitted In writing to Jill K. Ding, Associate Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on November 28, 2005. This matter Is also tentatively scheduled for a public hearing on January 6, 2006, at 9:00 AM, CounCil Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division to ensure that the hearing has not been rescheduled at (425) 430~7282. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Jill K. Ding, Associate Planner; Tel: (425) 430-7219 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So, Grady Way, Renton, WA 98055. Name/File No.: Chan Short PlaULUA05-131, SHPL-H, ECF NAME: MAILING ADDRESS: ________________________ _ TELEPHONE NO.: ________ _ CERTIFICATION I, Derek... jor~" , hereby certify that :3. copies of the above document were posted by me in ~ conspicuous places or nearby the described property on D A TE:-.!..!,ll /{-Ji.:J,"I/--J/ O",,-S::::L-__ SIGNED: JJR, L-----7 ATIEST: Subscribed and sworn before me, a Notary Public, in and for the State ofwfrungton residing in 0~~~ wI\-,onthe !'-fYldaYOf NOv 2JJ6) 0/LYk-~k- /{J f -.-~OTARY PUBLIC SIGNATURE: .... n ? r~? !j·fj,F~\~'J~_t)~;t~1~g ~, ::.' ~ . , CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 14th day of November, 2005, I deposited in the mails of the United States, a sealed envelope containing Acceptance Letter, NOA, Environmental Checklist, PMT's documents. This information was sent to: Name Por Chheng -Accpt. Ltr Contact Sue Chan -Accpt. Ltr Owner/Applicant Surrounding Property Owners -NOA only See Attached Agencies See Attached (Signature of Sender): ~ ~ 7 STATE OF WASHINGTON ) COUNTY OF KING ) SS ) I certify that I know or have satisfactory evidence that Stacy Tucker Representing ~~ • "'>~ I"'''''':,~,. . ~ i~lo+A~Y PUBLlct· .: S,!~·j 2 .r. {:'ASHINGTfi;\! ,"', ... S/'J .3{P~~·~~, ·...;rl "L~; ;y~ :i, ' •• .i.~ .. " ............ "-''''';;'J.-.(, 'J signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. ~ d f.l Dated: J I b'i/o ({ (l.~ ~1W'tl<X I i Nhlary Public in and for the State of Washington Notary (print): __ -=-C_~_' "~v~~;;:..0_f~~~....;..~_~ _______ _ My appointment expires: ~ /1'17«:;, . > Project Name: • " v Chan Short Plat . Project· N'umber: , LUA05-131, SHPL-H, ECF 182305910909 ARMSTRONG WILLIAM R JR 312 SW LANGSTON RD RENTON WA 98055 866350006007 BOWEN KELLY D+LINDA D 315 SW LANGSTON RD RENTON WA 98055 214370026509 CASSERD ROBERT A 1606 -42ND AV SW SEATTLE WA 98116 214370010503 FOLEY ROBERT M 511 SW LANGSTON RD RENTON WA 98055 214370009505 GUERRERO FRANSISCA V 501 SW LANGSTON RD RENTON WA 98055 182305902807 LEGG ARTHUR B & BURKE JOAN C 502 SW LANGSTON RD RENTON WA 98055 214370003508 MARTIN MARIELLE E 324 STEVENS AVE SW RENTON WA 98055 214370015502 MOXLEY MICHELLE B 260 EARLINGTON AV SW RENTON WA 98055 214370014000 ONISHI HOWARD T ONISHI LINDA M 2708 LANTANA AV FULLERTON CA 92835 214370008507 PULLEN JEFFREY C/O SIMPSON NOREEN J 31478 MOORE RD NE #336 COULEE CITY WA 99115 214370015601 BACIC WILLIAM JON 256 EARLINGTON AV SW RENTON WA 98055 866350007500 BRUSTAD KENNETH L+GWENDOLYN 401 SW LANGSTON RD RENTON WA 98055 214370010602 DHINDSA PAL S 252 EARLINGTON AV SW RENTON WA 98055 182305911709 GRIFFIN CAMERON L+ROBIN L 420 SW LANGSTON RD RENTON WA 98055 214370027507 HERZOG ROBERT W 500 SW 3RD PL RENTON WA 98055 214370023001 LISSMAN JOHN J 532 SW 3RD PL RENTON WA 98055 182305914604 MOILANEN DAN 214 STEVENS ST SW RENTON WA 98055 214370024504 OHLSEN ALEX R+PAMELA S 524 SW 3RD PL RENTON WA 98055 214370006006 PADDOCK MICHAEL W+CYNTHIA J 338 STEVENS AVE SW RENTON WA 98055 214370006501 RAVSTEN JON E+ELAINE T 318 STEVENS AVE SW RENTON WA 98055 214370018605 BENTLER JOHN MICHAEL 302 EARLINGTON AV SW RENTON WA 98055 214370015700 BUCHER JOHN R+SUSAN E 525 SW LANGSTON RD RENTON WA 98055 214370030501 EGAN BRENDAN J 327 STEVENS AVE SW RENTON WA 98055 182305915403 GRIFFIN EDWARD L 316 SW LANGSTON RD RENTON WA 98055 182305925501 JONES JOHN R+PAMELA CORMIER 408 SW LANGSTON RD RENTON WA 98055 214370027606 LYNAUGH, MATTHEWW 343 STEVEN AV SW RENTON WA 98055 214370010008 MORTON DEVIN+MEYER LISA A 507 SW LANGSTON RD RENTON WA 98055 214370007004 OKAMOTO JOHN D 330 STEVENS AV SW RENTON WA 98055 214370018001 PIEPER ROBIN J+AMY C 264 EARLINGTON AV SW RENTON WA 98055 866350008003 RAVSTEN JON ERIC+ELAINE T 318 STEVENS AV SW RENTON WA 98055 214370002500 REIN KENS JAMES B+ TAMARA L 354 STEVENS AVE SW RENTON WA 98055 214370026608 SAECHAO CHENG FIN+SAEPHAN S 507 SW 3RD ST RENTON WA 98055 214370025501 TELSCHOW MARTIN HSARAH A 901 S 32ND ST RENTON WA 98055 214370013002 VANDOREN JANET 517 SW LANGSTON RD RENTON WA 98055 214370027705 WRIGHT FREDERICK AUGUSTUS II +REED ALANE BRANDY 335 STEVENS AV SW RENTON WA 98055 182305905800 RICHARDSON LORI J 215 STEVENS AV SW RENTON WA 98055 182305920700 SIMMS NEIL A+JACQUELINE S 510 LONGSTON RD RENTON WA 98055 214370019702 TROVER MARSHALL J 316 EARLINGTON AV SW RENTON WA 98055 182305914505 WILLIAMS KENNETH A 410 SW LANGSTON PL RENTON WA 98055 182305916708 RUTLEDGE RALPH L 252 STEVENS AVE SW RENTON WA 98055 214370007509 SUNG TONY CHIU SHING 7332 32ND AV S SEATTLE WA 98118 182305914406 UCHISON THOMAS HELIZABETH A RACHMAN 406 SW LANGSTON RD RENTON WA 98055 214370024801 WILLIAMS KENNETH W 314 EARLINGTON AV SW RENTON WA 98055 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: November 14, 2005 LAND USE NUMBER: LUA05-131, SHPL-H, ECF PROJECT NAME: Chan Short Plat PROJECT DESCRIPTION: Subdivision of two existing parcels totaling 43,453 square feet (0.998 acres) in area located within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. PROJECT LOCATION: 319 Stevens Avenue SW & 405 SW Langston Road OPTIONAL DETERMINATION OF NON-5IGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.11 0, the City of Renton is using the Optional DNS-M process to give notice that a DNS-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non- Significance-Mitigated (DNS-M) .. A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: October 24, 2005 NOTICE OF COMPLETE APPLICATION: November 14, 2005 APPLICANT/PROJECT CONTACT PERSON: Por Chheng; Tel: (206) 550-6260; Eml: porchheng965@hotmail.com Permits/Review Requested: Environmental (SEPA) Review, Hearing Examiner Short Plat approval Other Permits which may be required: Building, Fire, Utility, and Construction Permits Requested Studies: Geotechnical and Drainage Reports Location where application may be reviewed: Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 PUBLIC HEARING: Public hearing is tentatively scheduled for January 10. 2006 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 South Grady Way. CONSISTENCY OVERVIEW: Zoning/Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: The subject site is designated Residential Single-Family on the City of Renton Comprehe.nsive Land Use Map and Residential -8 (R-8) dwelling units per acre on the City's Zoning Map. Environmental (SEPA) Checklist The project will be subject to the City's SEPA ordinance, Critical Areas RMC 4-3- . 050, Residential Development Standards 4-2-110, Developmental Guidelines RMC 4-4-030 and other applicable codes and regulations as appropriate. . Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. The applicant will be required to comply with the recommendations found in the Geotechnical Report prepared by Earth Consultants, Inc. dated September 6, 2005; The applicant will be required to provide a Temporary Erosion and Sedimentation Plan (TESP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume 1/ of the Storrnwater Management Manual; The project shall be subject to the 2005 King County Surface Water Design Manual for the design of the detention facility if detention is required. Comments on the above application must be submitted In writing to Jill K. Ding, Associate Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on November 28,2005. This matter is also tentatively scheduled for a public hearing on January 6, 2006, at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development Services Division to ensure that the hearing has not been rescheduled at (425) 430-7282. If comments cannot be submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Jill K. Ding, Associate Planner; Tel: (425) 430-7219 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. Name/File No.: Chan Short PlatllUA05-131, SHPl-H, ECF NAME: MAILING ADDRESS: _________________________ _ TELEPHONE NO.: _________ _ Kathy Keolker-Wheeler, Mayor November 14,2005 Por Chheng 4620 118th Street SE Everett, WA 98208 Subject: Chan Short Plat LUA05-131, SHPL-H, ECF Dear Mr. Chheng: CITY. RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore,is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on December 6, 2005. Prior to that review, you will be notified if any additional information is required to continue processing your application. In addition, this matter is tentatively scheduled for a Public Hearing on January 10, 2006 at 9:00 AM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. The applicant or representative(s) of the applicant are required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. Please contact me at (425) 430-7219 if you have any questions. Sincerely, {/JJ 1I;JJ yrer ?Sill K. Ding V Associate Planner cc: Sue Chan / Owner -------------IO-S-S-s-ou-t-h-G-ra-d-y-W-a-y---R-en-to-n-,-W-a-Sh-in-g-to-n-9-8-0-SS-------------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE ·:R Kathy Keolker-Wheeler, Mayor CITY C I RENTON. PlanningIBuilding/Public Works Department Gregg Zimmerman P.E., Administrator CITY Of RENTON RECEIVED November 14, 2005 NOV 3 0 2005 /! BUILDING DIVISION Superintendent's Office Renton School District #403 300 SW ih Street Renton, WA 98055-2307 Subject: Chan Short Plat LUA05-131, SHPL-H, ECF OFFIC!:; .' ~UP£R'r.' -, , t , . : :'/i/C::n NOV! 6 2005 The City of Renton Development Services Division has received an application for a 6-lot single- family subdivision located at 319 Stevens Avenue SW & 405 SW Langston Road. Please see the enclosed Notice of Application for further details. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Please fill in the appropriate schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055 by November 28, 2005. Elementary School: e.w ~u.~OQ Middle School: 'jj'<blA ,~ High School: E.Q.A~) Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes v No __ _ Any Comments: ___________________________ _ Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7219. Sincerely, rr.Yv Jill K. Ding Associate Planner Enci. -------1 0-5-5-S-ou-t-h-G-ra-d-y-W-a-y-. -R-en-to-n-, -W-a-sh-in-g-to-n-9-g-0-55-------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE \.o~~Y'i~~ V' o~"ec~ 0, ~~ City of Renton \)t'~~\'1~~ LAND USE PERMIT [;vAo~/ 15( DOT--o?Js~ v.~ MASTER APPLICATION -PROPERTY OWNER(S) PROJECT INFORMATION NAME: SUE CHPtN f. PROJECT OR DEVELOPMENT NAME: SUe:; Ct\I\N f'. ADDRESS: P < 0 BID X d..~~l PROJECT/ADDRESS(S)lLOCATION AND ZIP CODE: $'~R. PL w:rr CITY: ZIP: q~OS-b R..GNTO).J ~ ,q S\-<2~V\S t\V(. ~ r-405""'Sw lo..,~s.tun ~ TELEPHONE NUMBER: (20b) 5 S1)-62..('0 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): APPLICANT (if other than owner) R , 4 ~ -:rooo'~S r 2.14'3 i-005J.-O NAME: NONE:, ~ EXISTING LAND USE(S): S \-to R:T P'-A-' COMPANY (if applicable): PROPOSED LAND USE(S): $\~\ (.,_ r 0\ ~ Ly ADDRESS: EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: CITY: ZIP: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): TELEPHONE NUMBER EXISTING ZONING: R~ CONTACT PERSON PROPOSED ZONING (if applicable): NONe NAME: paR.. ct\ \-\ E t-J ~ K. SITE AREA (in square feet): 4?>lit$"3± SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED COMPANY (if applicable): FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): ADDRESS: ~ 4-B'20 '\& b.\-<i"E CITY: ZIP: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): b,bf"J t V 1Z'R. 'E Tl 4 g.2..0 8' NUMBER OF PROPOSED LOTS (if applicable): 6 TELEPHONE NUMBER AND E-MAIL ADDRESS: (~OG)C;~-G'l...bD NUMBER OF NEW DWELLING UNITS (if applicable): DoJi\ eh '"' eV\~ .a6 ~ (iJ \-\otY\'\.dJ • ~ 4- I <J -- Q:\WEB\PW\DEVSERV\Fonns\PJanning\masterapp.doc08/29/03 F .JECT INFORMATION (con led) r---~~--------L---------------------~ NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: ~ SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): ~300 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): \,\00 o AQUIFER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL o AQUIFER PROTECTION AREA TWO BUILDINGS (if applicable): N(Jt0E: o FLOOD HAZARD AREA 6 sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NONb o GEOLOGIC HAZARD a sq. ft. NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if o HABITAT CONSERVATION 0 sq. ft. applicable): 'NON E o SHORELINE STREAMS AND LAKES 0 sq. ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): c;-o WETLANDS () sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following information included) SITUATE IN THE QUARTER OF SECTION _, TOWNSHIP _, RANGE_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. 3. 2. 4. Staff will calculate applicable fees and postage: $ AFFIDAVIT OF OWNERSHIP I, (Print Name/s) SUe. r C \"\LA 1(\ , declare that I am (please check one) ~ the current owner of the property involved in this application or ____ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. . 1 I certify that I know or have satisfactory evidence that .)\,; t. 'F C ht\ V\ . signed this instrument and acknowledged it to be hislherltheir free and voluntary act for the uses and purposes mentioned in the instrument (Signature of OwnerlRepresentative) Notary (Print) ,JtVVA ~ '1 My appointment expires: f\\Cl.' ~ ,d.(,O aoO)( Q:\WEB\PW\DEVSERWonns\Planning\masterapp.docOSI29/03 DENSITY WORKSHEET DEVELOPME CITY OF '!J~~~NtNl OCT 2 + 2005 RECEIV~n city of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. 4 3) it S 3> t square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements- Critical Areas* Total excluded area: 3. Subtract· line 2 from line 1 for net area: 4. Divide line·3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 0 square feet "L~bO square feet " 30 s:: square feet 2. b;..., '2 b.~ square feet , 3. 3q j :\~ g sqoare feet 4. • <69 9 . acres 5. 6 unitsl10ts 6. Divide line 5 by line 4 for net density: 6. 6. 6 74 = dwelling units/acre *Critical Areas are defined as "Areas detennined by the City to be not suitable for development and which are subject to the City's Critical Areas Regulations including very high landslide areas, protected slopes, wetlands or floodways." Critical areas buffers are not deducted/excluded. -Alleys (public or private) do not have to be excluded. Q:\ WEB\PW\DEVSERV\Forms\Planning\density.doc Last updated: 11/0812004 1 .j CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: April 14, 2005 TO: Jill Hall, Associate Planner FROM: Jim Gray, Assistant Fire Marshal J t - SUBJECT: Sue Chan Short Plat, 319 Stevens & 405 Langston Ave. SW Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of $488.00 is required for all new single-family structures. 3. Fire Department access roadways require a minimum 20 Foot paved roadway with an approved fire department turnaround. See attached diagram. 4. All building addresses shall be visible from the public street Please feel free to contact me if you have any questions. . FIRE APPARATUS ACCESS ROADS . RENTON FIRE PREVENTION BUREAU x 'I~I;-tj30-7000 ..... = 45' .. 1 I~II , \ TO: FROM: DATE: Jill Hall Jan lilian May 5, 2005 CITY OF RENTON MEMO PUBLIC WORKS SUBJECT: PREAPPLICATON REVIEW COMMENTS PREAPP NO. 05-053 SUE CHAN SHORT PLAT 319 -Stevens Ave SW & 405-Langston Ave SW NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre- application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. WATER 1. There is an existing 6-inch water main in Stevens Ave SW and an existing 8-inch water main in SW Langston Road. Available fire flow is approximately 1,500 gpm. 2. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of the structures. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet o( the nearest corner of the proposed buildings. A new hydrant will be required to be installed in Stevens Ave to serve Lots 5 & 6. 3. Hydrants will be required to be retrofitted with a 5" quick disconnect stortz fitting. 4. The proposed project is located in the 370 Water Pressure Zone and is outside an Aquifer Protection Zone. Water pressure in the area is approximately 90 psi. A pressure-reducing valve will be required on the water services. 5. A 4-inch water main will be required to be extended within the access easement of the plat to serve Lots 5 & 6. 6. The Water System Development Charges (SOC) are $1,525 per new building lot. These are payable at the time the utility construction permit is issued. Credit will be given for existing residences connected to water. 7. All short plats shall provide separate water service stubs to each building lot prior to recording of the short plat. SANITARY SEWER 1. There is an existing 8-inch sewer main in SW langston and a 6-inch sewer main in Stevens Ave SW. 2. Two long side sewers will be allowed to serve lots 5 & 6. 3. All short plats shall provide separate side sewer stubs to each building lot prior to recording of the short plat. No dual side sewers are allowed. 4. The Sewer System Development Charge (SDC) is $900 per new building lot. Credit will be given for existing residences connected to sewer. This is payable at the time the utility construction permit is issued. SURFACE WATER 1. There are storm drainage facilities in SW langston and Stevens Ave SW. 2. A conceptual drainage plan and drainage report will be required for the site plan application Drainage requirements shall comply with the King County Surface Water Design Manual 1990 Edition. All core and any special requirements shall be addressed in the report. 3. The Surface Water System Development Charge (SDC) is $715 per new building lot. . Credit will be given for existing residences. This is payable at the time the utility construction permit is issued. TRANSPORTATION 1. Private streets are allowed for access to 6 or less lots. 2. Maximum driveway slope is 15%. 3. The traffic mitigation fee of $75 per additional generated trip shall be assessed per single family home at a rate of 9.57 trips. ($75 x 9.57 x 4 = $). Credit is given to existing residences. 4. Staff would recommend that lot 2 & 3 be accessed by a shared driveway. This would eliminate and extra curb cut in Stevens Ave SW. 5. Half street improvements including, but not limited to paving, sidewalks, curb & gutter, storm drainage, street signs and streetlighting are required to be constructed in the right of way fronting the site, if not already in place. 6. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All plans shall conform to the Renton Drafting Standards and drainage shall comply with the 1990 King County Surface Water Manual as adopted by the City of Renton. 2. When approval of preliminary plat is granted and utility plans are complete, please submit permit application, three (3) copies of drawings, two (2) copies of the drainage report, and an itemized cost of construction estimate and application fee at the counter on the sixth floor. A fee worksheet is attached for your use, but prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. t The fee for review and i 3ction of these improvements is 5% le first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half the fee must be paid upon application. 3. The applicant is responsible for securing all necessary utility easements prior to the recording of the short plat. CC: Kayren Kittrick DATE: TO: FROM: SUBJECT: CITY OF RENTON Planning/Building/Public Works MEMORANDUM May 5, 2005 Pre-Application File No. 05-053 Jill Hall, Associate Planner, x7219 Sue Chan Short Plat General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall. Project Proposal: The subject properties are located southwest of the intersection of SW Langston Road and Stevens Avenue SWat 319 Stevens Avenue SW and 405 SW Langston Road. The proposal is to subdivide two existing lots totaling 43,559 square feet (0.99 acres) in area, zoned Residential-8 dwelling units per acre into 6 lots for single-family residences. Two eXisting residences are proposed to remain on Lots 1 and 4. Proposed Lots 5 and 6 are landlocked and would gain access the Stevens Avenue SW through a proposed 26-foot access easement. Access for proposed Lots 1-4 would access off of Stevens Avenue SW through single-family residential driveways. Consistency with the Comprehensive Plan: The existing development is located within the Residential Single Family (RSF) Comprehensive Plan Land Use designation. The following proposed policies are applicable to the proposal: Land Use Element Objective LU-FF: Encourage re-investment and rehabilitation of existing housing, and development of new residential plats resulting in quality neighborhoods that: 1. Are planned at urban densities and implement Growth Management targets, 2. Promote expansion and use of public transportation; and 3. Make more efficient use of urban services and infrastructure. Policy LU-147. Net development densities should fall within a range of 4.0 to' 8.0 dwelling units per acre in Residential Single Family neighborhoods. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to 4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land. The minimum lot size is not intended to set the standard for density in the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. Policy LU-149. Lot size should exclude private sidewalks, easements, private road, and driveway easements, except alley easements. Policy LU-1S0. Required setbacks should exclude public or private legal access areas, established through or to a lot, and parking areas. Policy LU-1S2. Single-family lot size, lot width, setbacks, and impervious surface should be sufficient to allow private open space, landscaping to provide buffers/privacy without extensive fencing, and sufficient area for maintenance activities. Sue Chan Short Plat Pre May 5,2005 Page 2 of 2 ication Meeting Policy LU-154. Interpret development standards to support new plats and infill project designs incorporating street locations, lot configurations, and building envelopes that address privacy and quality of life for existing residents. Community Design Element Policy CD-12. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods. The following policies are advisory and are intended to inform the applicant of the City Council's desired outcome for Infill development. Code Implementing these pOlicies is on the department's 2005 work program and may be adopted prior to formal review of projects now at the pre-application stage. Policy CD-13. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and/or responding to more urban setbacks, height or lot requirements. Infill development should draw on elements of existing development such as placement of structures, vegetation, and location of entries and walkways, to reflect the site planning and scale of existing areas. Policy CD-14. Architecture of new structures in established areas should be visually compatible with other structures on the site and with adjacent development. Visual compatibility should be evaluated using the following criteria: a. Where there are differences in height (e.g., new two-store development adjacent to single- story structures), the architecture of the new structure should include details and elements of design such as window treatment, roof type, entries, or porches that reduce the visual mass of the structure. b. Garages, whether attached or detached, should be constructed using the same pattern of development established in the vicinity. c. Structures should have entries, windows, and doors located to maintain privacy in neighboring yards and buildings. Zoning/Density Requirements: The subject property is located within the Residential - 8 dwelling units per acre (R-8) zoning designation. The density range required in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (dulac). Net density is a calculation of the number of housing units and/or lots that would be allowed on a property after critical areas and public rights-of-way and legally recorded private access easements are subtracted from the gross area (gross area minus streets and critical areas multiplied by allowable housing units per acre). Required critical area-buffers and public and private alleys shall not be subtracted from gross acres for the purpose of net density calculations. The area within the proposed access easement must be deducted from the gross property square footage. The area contained within the proposed 26-foot wide access easement is estimated at 4,264 square feet (0.10 acres). The proposal for 6 units on the property after subtracting the estimated area for the proposed 26-foot wide access easement arrives at a net density of approximately 6.7 dulac (6/0.89 = 6.7), which is within the density allowed for the R-8 zone. All square footages of areas to be deducted (access easement) must be provided at the time of formal land use application. Development Standards: The R-8 zone permits one residential structure / unit per lot, detached accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Minimum Lot Size, Width and Depth -The minimum lot size permitted in the R-8 is 4,500 square feet for lots greater than 1 acre in size and 5,000 square feet for lots 1 acre or less in size. A minimum lot width of 50 feet for interior lots and 60 feet for corner lots, as well as a minimum lot depth of 65 feet, is also required. The total area of the proposed subdivision Is less than 1 acre; therefore the PreOS-OS3 (R-8 6-lot short plat with steep slopes).doc ,. Sue Chan Short Plat Pre-Applica May 5, 2005 Page 3 of 3 ~eeting minimum lot size is 5,000 square feet. The proposal appears to meet the minimum lot size, width and depth requirements. Land area included in private access easements shall not be included in lot area calculations. Please provide both the gross and net square footage of each lot at the time of formal land use application. Building Standards -The R-8 zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots over 5,000 square feet in size. Lots under 5,000 square feet in size are permitted a maximum building coverage of 50% of the lot area. Building height is restricted to 30 feet and 2-stories. Detached accessory structures must remain below a height of 15 feet and one-story or can be up to 30 feet and 2 stories if the use of the structure is animal husbandry related. The gross floor area must be less than that of the primary structure. Accessory structures are also included in building lot coverage calculations. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line and any private access easement. The required setbacks in the R-8 zone are 15 feet in front for the primary structure and 20 feet in front for the attached garage, 20 feet in the rear, 5 feet on interior side yards, and 15 feet on side yards along streets (including access easements) for the primary structure and 20 feet on side yards along streets (including access easements) for the attached garage. Setbacks must be measured from the edges of the access easements. No setback areas were shown on the proposal, however it appears the existing residences would comply with the setback requirements and that the proposed lots contain sufficient area to provide the required setbacks. Access/Parking: Proposed Lots 5 and 6 are landlocked and would gain access the Stevens Avenue SW through a proposed 26-foot access easement. Access for proposed Lots 1-4 would access off of Stevens Avenue SW through single-family residential driveways. Each lot is required to accommodate off street parking for a minimum of two vehicles. Appropriate shared maintenance and access agreemenVeasements will be required between lots with shared access. Private streets are allowed for access to six or fewer lots, provided at least two of the six lots abut a public right-of-way. The street is to include a minimum easement width of 26 feet with 20 feet of paving. Private driveways may serve a maximum of two lots and must have a minimum easement width of 20 feet with 12 feet of paving. As proposed, the private access easement provides primary access to Lots 5 and 6 and qualifies as a joint-use driveway. Therefore, the width of the access easement may be reduced down to a minimum of 20 feet in width with 12 feet of paving. Addresses of lots along private streets are to be visible from the public street by provision of a sign stating all house numbers, and the sign is to be located at the intersection of the private street and the public street. A hammerhead turnaround and a pavement width of 20 feet is required for streets between 150 feet and 300 feet In length. The length of the proposed access easement requires a hammerhead turnaround In accordance with the City of Renton Fire Department standards, and the driveway pavement width must be 20 feet. Driveways must be setback a minimum of 5 feet from an abutting property line as measured along the property line. The paved portion of the driveway must be a minimum of 5 feet from the abutting property line at the Stevens Avenue SW street frontage. Full street improvements (curb, gutter and 6-foot wide sidewalk) along the site's SW Langston Road and Stevens Avenue SW frontage will be required for the short plat. The applicant may elect to ask the Board of Public Works for a waiver or deferral for off site street improvements. Please contact Jan lilian at (425) 430-7216 for additional information regarding the Board of Public Works. Driveway Grades: The maximum driveway slopes cannot exceed 15%, provided that driveways exceeding 8% are to provide slotted drains at the lower end of the driveway. If the grade exceeds 15%, a variance from the Board of Adjustment is required. Pre05-053 (R-8 6-lot short plat with steep slopes).doc Sue Chan Short Plat Pre-'cation Meeting May 5,2005 Page 4 of 4 Landscaping and Open Space: A 5 foot wide irrigated or drought resistant landscape strip is the minimum amount of landscaping necessary for a site abutting a non-arterial public street. A 5-foot landscape strip will be required along the proposed short plat's SW Langston Road and Stevens Avenue SW street frontages. Tree requirements for short plats include at least two trees of a City approved species with a minimum caliper of 1 1/2 inches per tree must be planted in the front yard or planting strip of every lot prior to building occupancy. 5 copies and 1 reduc.ed PMT of a conceptual landscape plan prepared in accordance with RMC 4-8-1200 shall be submitted at the time of formal land use application. Environmental Review: Short plats nine lots or less that do not have any critical areas as defined by the City of Renton's Municipal Code (RMC4-3-050) are exempt from the Environmental Review process. Based on City records, the site contains protected slopes (steep slopes greater than 40%) and a high landslide hazard area. Protected slopes meet the City's definition of a critical area per RMC 4-11-030 and are subject to Environmental Review. A geotechnical report addressing the presence of protected slopes and high landslide hazard areas on the subject site must be submitted with the formal land use application. Likely mitigation would include erosion control measures; possible seasonal construction limits; or other recommendations contained in the geotechnical report. Secondary review of the geotechnical report at the applicant's expense will be required per RMC 4-3-050.B.4.b.l. In addition the applicant will be required to submit a slope analysis locating the following slopes: 15-24.99 percent slope, 25.39.99 percent slope, and 40 percent slope and greater. Permit Requirements: Preliminary short plats of five lots or more (with or without environmental (SEPA) review) require a public hearing with the Hearing Examiner's office. After the completion of the public hearing, the Examiner would make a final decision on the short plat. The land use process would be completed within an estimated time frame of 6 to 8 weeks for preliminary short plat approval. The application fee is $1,000.00 with ~ off subsequent permit applications. The Environmental Review (SEPA) fee is $200 (1/2 of $400.00 full fee) if the project value is less than $100,000 and is a $500.00 fee (1/2 of $1000.00 full fee) if the project value is over $100,000. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal is provided in the attached handouts. A subdivision in which the average slope is twenty percent (20%) or in which any street in the subdivision has grades greater than fifteen percent (15%) qualifies as a Hillside Subdivision. If the project qualifies as a Hillside Subdivision the additional requirements found In RMC 4-7-220 apply to the project. Once preliminary approval is received, the applicant must complete the required improvements and satisfy any conditions of the preliminary approval before the plat can be recorded. The newly created lots may be sold only after the plat has been recorded. Fees: In addition to the applicable building and construction permit fees, the following mitigation fees would be required prior to the recording of the plat. • A Parks Mitigation Fee based on $530.76 per new single family residence; • A Transportation Mitigation Fee based on $75.00 per each new average daily trip attributable to the project; and, • A Fire Mitigation Fee based on $488.00 per new single-family residence. A handout listing all of the City's Development related fees in attached for your review. Expiration: Upon preliminary short plat approval, the preliminary short plat approval is valid for two years with a possible one-year extension. cc: Jennifer Henning Pre05-053 (R-8 6-lot short plat with steep slopes).doc • • F I~A Ilrl j j iIM i i i 1M C CA dA . ................. . ......... -.. ~ ! G3 • 19 T23N R5E W 112 H 1z' flO F 3 18 T23N R5E W 1/2 5318 ~ ZONING ----...... "" ..... 0' :=. 'l'ICHNICAL IIDVlCIS DEVELOPMENT SERVICES DIVtSIOM ENVIRONMENTAL CHECKLI~T~" City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 . PURPOSE OF CHECKLIST: !JITY OF REtr~~N'NG OCT 2 ~ 2005 RECEIVED The State Environmental Policy Act (SI;PA), Chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable Significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are Significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For non project actions (actions involving decisions on policies, plans and programs), the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. Q:\WEB\PW\DEVSERV\Fonns\Planning\envchlst.doc08/29/03 A. 1. 2. 3. BACKGROUND Name of proposed project, if applicable: Name of applicant: SU E: c-\-\ A-N Address and phone number of applicant and contact person: r, 0 &1>x a.~ .. :d.-\ R'EN TOI-.J ) "" f.\ 9 ~ oSf; COl--l'TY\C..T ~R <;;-0,", ~ '1>'Q.. c.-\-\ ~ El-l &-f='o"R.. sp--e..-Ck-~~~ ('2.0 b ) S" <;\) _ {;, '2.6-0 ~~t '.' 4. Date checklist prepared: 5. 6. 0, -'2b -0 S- Agency requesting checklist: 'Su E: c.\-\-e-N Proposed timing or schedule (including phasing, if applicable): 50 """ ~ E"R-200(; 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 9. 10. 11. List any environmental information you know about that has been prepared, or will be prepared, ,oJ t\ directly related to this proposal. G'2-0 \e-c~fV\ _~ ~ or~ p~ '::Voe:; NO, MPt-y ~ fCA.,..\"--h< 6 (3-LJJY\'O 1.>--\ t c..N"V' J , Do you know whether applications are pending for governmental approvals of other proposals -1:' ~' r directly affecting the property covered by your proposal? If yes, explain..::,)';: eo---tto l~ s'~t '1n>c S N oT ~p-L./·I List any governmental approvals or permits that will be needed for your proposal, if known. '?-cA "..~ SVL~~ (flf'-~\ {}-\'\\M;~ -p.f '(V\i~~ cJ+~ Give brief, complete description of your proposal, including the proposed uses and the size of the (S S ~ -t ) \ J project and site. ~ T (Me. ~ ~-4 r~~ ~ ~lr1 ~ 3<L~'6~-\: ~ ~ ~ro)< , ~ ~o--o ~~+-. ~ ~ ~Q Q:\WEB\PW\DEVSERV\Fonns\Planning\envchlst.doc 2 t 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. S,q 'S~~ <;l 405" k~ .. ~v-V\.-' T ~~ ~\\ ~ ~ ~r'~~ ~"' . B. ENVIRONMENTAL ELEMENTS 1. EARTH , \ D a. General description of the site (circle one); flat, rolling, hillY,~, mountainous, S~ (~ other . S \M9---t b. c. d. e. f. What is the steepest slope on the site (approximate percent slope?) What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any ~ prime farmland. SQ.«-o...1lc,c ~~ w'\~~'-s~t Are there surface indications or history of unstable soils in the immediate vicinity? If s~., fL., _ L, cV describe. U'-:;"'-6T1C)..~ ."1\...... c.~. -+ Y'J N aT lGN 0 v0 lA'\.Q·~ Describe the purpose, type, and approximate quantities of any filling or grading proposed. . " ' () Indicate source of fill. ..... S-Q..~ o...-:nn~ ~ rr' b~~ Could erosion occur as a result of clearing, construction, or use? describe. If so, generally 11 \ _. n '2:R.~ e-:IfaLl\JLcX 5~~ g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? ~ h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Q:\WEB\PW\DEVSERV\Fonns\Planning\envchIst.doc 3 2. 3. . -~ ~ ,,. AIR a. What types of emissions to the air would result from the proposal (Le., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If ,n any, generally describe and give approximate quantities if known. ~ oJf;~ 1ro \-.)c>\ kt.lOW . Sb* b. Are there any off-site sources of emission or odor that may affect your proposal? If so, generally describe. c. Proposed measures to_ reduce or control emissions or other impacts to air, i~ any: I kr-~\~ WC(,~ ')vo~ h, ~ ~ ~ ~o'YI. J S.(L,,-o10~ o~+ WATER a. 1) 2) Surface Water: Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into . Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. 5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. Q:\WEB\PW\DEVSERV\Fonns\Planning\envchlst.doc 4 b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. N c, RO'4' L Y 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals ... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. 'l)Q ~ 0, \<-t-J \) to c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into o.ther waters, If so, describe. 1 ~ _ 'S~€..... *~ .-t-Lz-w~ w~\\ ~ ~ stoV'vY'l (}V\.J)<N'-.. S~ 2) Could waste material enter ground or surface waters? If so, generally describe. ~s. \--..)0'-\ MPL'f d. Proposed measures to reduce or control surface, ground, and runoff water impacts,. if ,n any: S«-~ ~1f~ 1}\>ts t-.J 0, I"rf1lL Y S~. 4. PLANTS a. Check or circle types of vegetation found on the site: ~ deciduous tree: alder, maple, aspen, other ~ evergreen tree: fir, cedar, pine, other b. ~ shrubs ~ grass __ pasture __ crop or grain __ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other __ water plants: water lily, eel grass, milfoil, other + other types of vegetation What kind and amount of vegetation will be removed or altered? p\~eK ~) ~\-~ c.· List threatened or endangered species known to be on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance Jt. ~ hJ vegetation on the site, if any: S~Q ()"'1I1 1}0 ~o\ )LN'OvJ· b~ Q:\WEB\PW\DEVSERV\Forms\Planning\envchlst.doc 5 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk. heron. eagle. songbirds. other __ --.:....N-=-=O;..."-l..;..,.,.::~=__ __ Mammals: deer. bear. elk. beaver. other ____ oII"tJ"'-'Q.......:..\-.J=-::~::.--=-_ Fish: bass. salmon. trout. herring, shellfish, other ~kJ N ~ b. List any threatened or endangered species known to be on or near the site. c. Is the site part of a migration route? If so. explain ~ ~ C1) ~-t> f-ur d. Proposed measures to preserve or enhance wildlife. if any: 6. ENERGY AND NATURAL RESOURCES 7. a. What kinds of energy (electric. natural gas, oil. wood stove. solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing. ete. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts. if any: l ~ wi·· LO yY\ r I (,oJV'\..C G.-pp 1\ cevb Ie.. Q.r{\~1J-CJ)&S ENVIRONMENTAL HEALTH a. Are there any environmental health hazards. including exposure to toxic chemicals, risk of fire and explosion. spill. or hazardous waste. that could occur as a result of this proposal? If so. describe. 'l)S\) "'eS NO\ hf> P \.., r 1) Describe special emergency services that might be required. 2) Proposed measures to reduce or control environmental health hazards. if any: Q:\WEB\PW\DEVSERV\Forms\planning\envchlst.doc 6 8. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? 'E: (~ \.) \ f\> M£t-.,):-r. 0 -ry. ER.. fYll 0 k) ~, ) 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. S~H-ORT-'~' i 3) Proposed measures to. reduce or control noise impacts, if any: LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? b. Has the site been used for agriculture? If so, describe. c. Describe any structures on the site. d. Will any structures be demolished? If so, what? e. f. g. h. i. What is the current zoning classification of the site? What is the current comprehensive plan designation of the site? S;~~~ ~~ /UMckk, '1?e.St~I~J . 5 )'U~ f()v«)b If applicable, what is the current shoreline master program designation of the site? Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. S+ ~0!f slof"2- ~~ ~o...,-~PL, ~G_5 ~ ia ~hl on.. fk- Approximately how many people would reside or work in the completed project? Skb J ~d is I k . Q:\WEB\PW\DEVSERV\Fonns\Planning\envchlst.doc 7 j. Approximately how many people would the completed project displace? \O~ . k. Proposed measures to avoid or reduce displacement impacts, if any: I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. c. Proposed measures to reduce or control housing impacts, if any: 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the . ~+ principal exterior building material(s) proposed. (" eJ ; 1\ r.e..()G J ~ ~b~' \N \S\:>vr b. What views in the immediate viCinity would be altered or obstructed? W~ VleAAJ5 c. Proposed measures to reduce or control aesthetic impacts, if any: 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? b. Could light or glare from the finished project be a safety hazard or interfere with views? Q:\WEB\PW\DEVSERV\Forms\Planning\envchlst.doc 8 J \ c. What existing off-site sources of light or glare may affect your proposal? ~ \-.J 6"'T" \L ~ C) v-..) d. Proposed measures to reduce or control light and glare impacts, if any: ~ ~O\ )t~OW 12. RECREATION 13. a. What designated and informal recreational opportunities are in the immediate vicinity? b. Would the proposed project displace any existing recreational uses? If so, describe. c. Proposed measures to reduce or control impacts on recreation, opportunities to be provided by the project or applicant, if any: HISTORIC AND CULTURAL PRESERVATION including recreation r .~ vvv+ 0'\ CCjvV1 J\/I ~ 9("J ~ 6Yl. re-. r\( So I 'IA U f~<2- a. Are there any places or objects listed on, or proposed for, national state, or local preservation registers known to be on or next to the site? If so, generally describe. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the (' ~<:: existing street system. Show on site plans, if any. 51'1e-t'l~ v' . ,"'--~ (:) Y \LN ~ Sl.J h~90 f61L }:?'V St~ A~ SLJ, b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? c. How many parking spaces would the completed project have? project eliminate? How many would the d-spO--CQS O-.~ t'ellA-1rd +0 b~ Q:\ WEB\PW\DEVSER V\Forrns\Planning\envchlst.doc proLII·J~J. p~r res l'cl~CQ.... 9 d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private? e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. f. How many vehicular trips per day would be generated by the completed project? If +' I I known, indicate when peak volumes would occur. '3 ~ odell ) 6Y\.~ -~ _ S"1> V~e~ ~ps -tYl'PS louJclloe C.-~~{e- 15. g. Proposed measures to reduce or control transportation impacts, if any: PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protect. ion, health care, schools, other)? If so, generally describe. C r(l'ce I t·e.S T\K, '1K>BS ~ c>\ PlPP L'f 'l r d-Sc\...,oo .). b. Proposed measures to reduce or control direct impacts on public services, if any. NoT 16. UTILITIES a. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be r needed. \;\Q..~~ C-\,~ ~~ 1?~OVLJ- c. SIGNATURE 'YS~ I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure! my £::/ Proponent ~ Name Printed: 7' 6UE ~ -Q HA.JJ Date: Q:\WEB\PW\DEVSERV\Forms\Planning\envchlst.doc 10 D. SUPPLEMENTAL SHEETS FOR NONPROJECT ACTIONS Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, flood plains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: Q:\WEB\PW\DEVSERV\Forms\Planning\eovchlst.doc 11 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. SIGNATURE I, the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. Proponent: Name Printed: Date: ENVCHLST.DOC REVISED 6/98 Q:\WEB\PW\DEVSERV\Fonns\Planning\envchlst.doc 12 SEP A Checklist Agency Comments A. Background 1. Sue Chan Short Plat 2. Applicant: Sue Chan Contact: Por Chheng PO Box 2221 Renton, W A 98056 (206) 550-6260 4620 118th Street SE Everett, W A 98208 (206) 550-6260 5. City of Renton 8. Geotechnical Report prepared by Earth Consultants, Inc. 10. Preliminary Short Plat Approval, Utility Construction Permit, and Final Short Plat Approval. 11. Subdivision of two existing parcels totaling 43,453 square feet (0.998 acres) in area located within the Residential - 8 dwelling unit per acre zoning designation into 6 lots. Two existing single family residences would remain on proposed Lots 1 and 4. The proposed lots would range in size from 5,000 square feet to 10,256 square feet. Access to the proposed lots would be via single family residential driveways onto either Stevens Avenue SW or SW Langston Road. A steep slope area is located on the northern portion of proposed Lot 6. B. Environmental Elements 1. Earth 2. Air a. Hilly, steep slopes b. Approximately 45% c. Beausite gravelly sandy loam, 6 to 15 percent slopes (Map Unit BeC) d. No e. Minor grading for the installation of utilities is proposed. f. Yes, due to the soils erosion potential. g. The applicant will be required to submit a Temporary Erosion and Sediment Control Plan that satisfies the requirements of the 2001 Department of Ecology Storm water Management Manual. a. Construction equipment and dust emissions as a result of the construction. After construction, emissions would be limited to those of automobiles associated with the new lots. c. Applicant will be required to comply with Washington State and Federal emissions and air quality requirements. 3. Water c. 1) Stormwater will be collected in a biofiltration swale at the west edge of Stevens Avenue, and directed to a new Type I catch basin on Stevens Avenue and into the present stormwater system draining to the east down SW Langston Road. 2) Waste materials associated with single family residences could be discharged into the stonn drainage system. d. Applicant will be required to comply with the requirements in the 1990 King County Surface Water Design Manual as adopted by the City of Renton. 4. Plants b. Vegetation removal will occur for the creation ofthe driveways and building pads. d. A 5-foot landscaped strip will be installed along the project's SW Langston Road and Stevens Avenue SW street frontages, and 2 trees will be planted within the front yard areas of each lot prior to building occupancy. DEVELOPMENT CITY OF RE~~~NING Sue ChanE P.O BOX 2221 Renton, WA 98059 July 29th, 2005 City Of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 Dear to whom it may concern: OCT 242005 RECEIVED I will answer the best of my knowledge on worksheet short plate question number 7. • Plan for construction start on May 5th, 2006 and end August 31 st, 2007 • During construction is 7:00 AM to 5:30 PM. • Proposed hauling is from Stevens Ave. SW. To MTLK Way. • Measure to be implemented to minimize dust approx. 5% and traffic Transportation • No impact at all. Because the traffic is on Stevens Ave. SW are quite. • Also my Construction during summer times no mud and equipment use very small less noise. • For construction proposed only 5 trucks hailing during afternoon' time or weekend. • Again that I describe above Steven Ave. SW not much traffic, but I will use traffic Control if they impact. • My project is very small less than $500,000 and single house family 2300 sqft no need for crane or heavy equipment at all. • All the trees in our properties will be cut. • Each lot will plan to plant two n trees. Sincerely, ......... ·1. 1 DEVELOPMEN CITY OF R1~~%NING OCT 242005 RECEIVED j ............ ·············It~ 1~ " ................... ~~~ .. ' •..•••. : ••.. 18D :::0] ......... . ...............•.• \ ••. ·17:5 . ..... .. ...... ..••••... .•••••• • ' 1 170j ~I 165·~J.· 1 ~ ....... . 160·· .. I 1 ························:I;.~'--....................... ~..... j. ... s= .. ..1............. . ........ ·········1 . .•.••....• 1 • 1 li//~~/·}··~ ............. ~ ~: ..... ~ . .:.... 1 •.••..•••• _, •• 145 ~ ····~T::,u.;;~I; .~v _ )//y t=---=::~r~--= --------- c;;.tD9 : 1 EXISTING HDUSE LOT 13 ". CI.DOO Sf") . 1 -LOT II! 1 CI.DOO Sf") f LOT 11 -C&II'JD Sf") - IlL.", ... ___ -.. M '" --. -.nwmM-.. -.. -=-... :--.. _ .. _ .. _ .... ,.,I\II. .. _._ .. _ .. _ .. _ .. _ .. _.i..-._ .. -.. -.-.. -.. -.. -.. -.. __ -.. -'" -.. --. ~;,;-:-..-__ I "'G8I'EIIIa.IrY.', ., ..... T __ ...,~ _ ... ....,." _! .... -._.. I ~ -=-~ -=---=-=-='==--~'::'~~'=--==---=-'-S'TEY~~\ltNU~-S:-~:~~ _ ==-.-=-~.~ ______ -.J 135 135 FRONTAGE IMPROVEMENT PLAN 'M_ ~, AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 DEVELOPMENT P CITY OF RENT~~NING STATE OF WASHINGTON ) ) COUNTY OF KING ) OCT 242005 RECEIVED __ ----'$~c'--'J E __ C=.....:\-\'--'-'-A....L.:~'-""----'-f-'. ____________ " being first duly sworn on oath, deposes and says: 1. On the J..7 day of 3u.l'tr, ,J(.?oo~ I installed 1 public information" sign(s) and plastic flyer box on the property located at 3 \9 S t"e;v12..VlS \\ \If!.... S~ for the following project: S \.J E ctl Po.. I S \tOO.T P L J\.T Project name S V'S CHA-lV £' i Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. /-'-~" -~ 3. This/these public information sign wa ere construct d and installed in locations in conformance with the requiremen ,4rter 7, Title" 4" f Renton Municipal Code. " ~(' , /~A ~ ~ '" t'/, /,,~~ SUBSCRIBED AND SWORN to before me this /)7 day of ']u.l <g< Q:\WEB\PW\DEVSERV\Fonns\Planning\pubsign.doc08127/03 of at ~ . • " .;J ...... , •. ,';;.v ~;. ~.; I~rl------~--·~~·-···~ I Am~llbllln~· . f-.. '-..... -S1TiMip~-.. ---: :'t ~i~t~, . I r . I TOl-OOIS'Nlrr.l:X>I~MJ!!Nlr$l'R.OB'rAIIN.,·'·· i~~~~~ .. ~~~_~'.J .~. . . . . c'~~~r~t~~j:lt:,~·t~·t 'U$O ~·x4·x 1ZPC»STs . . ~'''xt',~~~'~9 js.. '. . .'. ,~Ci1f2!Xc3'!'~V;t:AG'~ . W/WAstERS . . ~rl~fttNG;" "trse.~~~GI • . ~ WH~,~OOOVND • • • ,' I" ~ • ! ~ ". Q:\ WEB\PW\DEVSERV\Forms\PJanning\pubsign.doc08/27/03 LIST OF SU RROUNDIN,-w£Vf:~'\'P~11£iry-U ur1~,~a NlNG PROPERTY OWNERS OCT 2+2005 WITHIN 300-FEET OF THE SUBJECT SITE RECI:/II,..._ City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 -.., PROJECT NAME: ____ ~S~\Jw....1oI!E:....._=C=H..!...;PrN!...L,..;...;:'____S=H-o"'__'_"":....:.R:.;::,.T_=_____L_t .... L.LJfj ...... rl'--____ _ APPLICATION NO: ________________________ _ The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ~~ -J ohll\..- V C\~·U"-V '1(.\.~ O~~ i+uwM4 1. F?I-Icie-, \N., Ihq"" ':J()IV ,~ <t--~.' ~beA} 1'1_ I'tc~Yt/ '):;v', h. -+ \~~ """"iQ~, ,j~ ~ fYltV\.<;1S;,O\ B ''lM>i> ~ K..e.V\~(A-v ~ vcf' ~ JOVv' Ratv~ :)t?Yv ADDRESS g 7/!: 9w lc"Ylc'fsJ?Jvt. RJ q'i>"O ~5' C; '11-¥w luv'fX c>vv I'2..eI. 9 yO s_\ ~ '2-I <;.-u, ls;;u-0\c>"\ fll q ya r s- "l., S' b (;a:t e..v"'f\-n, ~v, w 'j' ~ 0 s;~ S 1\ s.v '~~rw eJ q ~D5: ~ s,\) 'y V1N LQ~~~"I ~ C? ~ 0 .cr 41 J, ~ ~":>ln--. l2.J S S" ~-~~ sc \ 'Yvv Co-~~ ht."",,-f2.J if O} ~ !v.~)...Y\ (7..e~ ')roLf 9'e,lIeA-s &k, ~ ?) S" 5}-~ Ph'€-4w 9y .j ~~3' qS"o~~ ~ \IV ~~ t:;, " '1Af-S~~ ~ , \i<w 9 ~s-,s: OIU1,~J.u 'To ~~ j) _ 2 h IL. (1' ~o ~s--P ":>'7'0 ':> ~ ~,~ C\.~clL I~el~ ~ ; S" S~~"eA,\ ~, )-vv 9 s--c) 5 r- ~j l'\;teYlSJc'\'Y~ ') 54 S ... w~ Ih. s-w ~ S1J« 30' ~ \ [ - ' v C,,'\AoV) G¥\ 'i.1'"CG 'r'C;p I , n j -c-d---:rc \ 'irvJ u.<"'-1-"~ ,~ <=) '(es ~ "5 c" ~ U\.. ~ b;;L , s-w ~t-C"Y1 Q.A. 0, &"a S-5'" ~ " ~ IwJh.~iM-<.), b \ ~ ~ LA"' ... 'i('St"'c-.., R~ q~(j.5$"" Lcvvv5Wt.1"C4 t'l"("'~ &t,~ ~ Lo..~-s1"PV\. ~ q k'oss-- ASSESSOR'S PARCEL NUMBER "'I-i if. ~ l-O-C i S~1- "2/ 4-?, .. f-6\,) l?' 0 -z..(~S ~ {~D 'Z-I 4-:rtCiv i.}-r ? .. li..f ~ ']-fJu 10 5:' zt lJ,~ rru 1611 7.. t4~"'-~~~ '?.-I 4 3 '.,.. Ollb Cj'~ g(; 6 3 S-61l"O -:YS-' 8'GC ~56OU~ 1..1'-1-3 r6'fi).£S; '7-/l} ~)-C\\) :;~ 2-11J..3 '}6n ".]'0 '''2.14 r}6Tb 6-'0 "2-L 4-~ 1-6'1tlV>"/ '2.-i 4'~ ~ DC ) 6S' '2. I V ~ }t'1) s s· ,{--- '7-/,+> ")-6":'> >SV '2.. i 4-) "} &"V '.H ~ r\J~ \...,<....Q. 1Lt1A..(;\/t--(7V.... :1.}-'$ \;o;r\.1~ ... -'h..s;.-toV\... ~, q~() £1-- l'(o~ ~Y-st~J{ ? 1b8pJA·~Tc-v.. f\"<.. q" t S~ L.:i$S YvlAv..,.3ck.\.o-./'j. S '3 2 ~ ~'r6( 1J"L q 8' OSs- 'L I It 3}-on 50 r- '2.14-,) reI) I~r '1-I 4 ~ 'r-O"U '1, ~ (). Q:\ WEB\PW\DEVSER V\Fonns\Planning\owners.doc08/29/03 NAME \N~I\\(,\.'\V,S tz~"rne~ '¥\S. ~~ olr\\~ A-'0>0 L'i~ ~~I.U (tQ..Vs~ JO'VV ~n,\'II)<; N.el: I ~~. & .... ·"~/l.C"\l\.. L.e,<J7 . ,~~ ~, J6~ Toh\o'\,.; u~h:i~ --t\'\.t>mo.~ N .. » (/ /cll'\iUv 14~ (Attach additional sheets, if necessary) ADDRESS c~ ll.,j, 'G-wJ.\.:~ h-n ~,(,W q~o~ $;0 1-<;w ?,h"f PL q Fr as-~ ~ 2-1r ¥w V-101! Pt q Sian ., 4; s1-tVe~ ~ Y\v ~i g or~ .~ \f <t;t--~Ite-\..v!. ~ 'i"v q !?-aSS- s" 0 YlN ~ sl-vvv f4J. 9fDrr 4-to ~ ~l'\:t:""'" fU. qf:OS-..) s:-o '2.. ~ ~"'?I'fn-. 17..J '?~~~ Cfo~ ~ ~~~1.uV', fJ-cJ '7~-.S~S" Yo.(, ~ IA-r..s <{Jfi". /Zd 9 f 0 S-S- 2.-1 (,t ~e-~A--:> A ~ ~ 1~ S~- Applicant Certification ASSESSOR'S PARCEL NUMBER '2l47·~·2.W ? 11,1-3 .:;-CO 26.& ?.Jfj..3 }-t)D .~!.- "U1f ~ -::rso 2 n yfr(;; S'" 0l)0 8b J y2-3 O'S""'j k}-- I g-z" Os.-~ 1 \ 1- I k 23 o5;C{O zs( I':S 2. "o5Q 2$~ 1~7-s0S.-9 I ~ ~ I g-23 OS&; /(/6 I, SlJE? Gfilt{\. 1 Fe , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: Title Company Records King County Assessors Records Signed 1-.. 1(1, Date 7 P 7LIJ:;l:: . " (')I-. pplicanf) _ ... -...... ;UAN 1'~1111 / :~~ ......... '~ I, , NOTARY /' ~ ... ~~}2,\ON #:t-~1: \ ATTESTED: Subscrij!ed J!l1d ~ before me, a Notary Public, i~~~ JIlo!l~ ~,:"a'ington;.., ,--reSidingat~J()(\I onthe~dayo~ is, w_ "';_ ~ ,20~. ~ ~ J PUB\.' : < : ./ /' //1 ~~ I '. : 0 ~ Signed ~~ '\Ol,>. •••••• 7 _CJ~:-<c;~.f (Notary Public) '. "1 /: .... ?-.?~.... ', __ - -For City of Renton Use- CERTIFICATION OF MAILING I, _______ ........ hereby certify that notices of the proposed application were mailed to (City Employee) each listed property owner on _____ __ Signed, ____________ _ Date: _______ _ NOTARY A nEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing at on the day of ,20 __ . Si ned Q:\ WEB\PW\DEVSERV\Forms\planning\owners.doc 2 1 TY OF RENTON 1055 S. Grady Way Renton, WA 98055 ----------------------------------------------------~··~\f~:VElOPMENTPLANNING C!TY OF RENTON Printed: 10-24-2005 Land Use Actions RECEIPT OCT 242005 RECEIVED Permit#: LUA05-131 Payment Made: 10/24/2005 03:25 PM Receipt Number: Total Payment: 1,500.00 Payee: SUE F. CHAN Current Payment Made to the Following Items: Trans Account Code Description 5008 000.345.81.00.0004 Binding Site/Short Plat 5010 000.345.81.00.0007 Environmental Review Payments made for this receipt Trans Method Description Amount Payment Check 1194 1,500.00 Account Balances Amount 1,000.00 500.00 Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 R0505787 .0 TICOR TITLE COMPANY 6005W 39th Street, #100, Renton, WA 98055 (425)255-7575 FPC( (425)255-0285 Date: October 13, 2005 at 08:00 AM Prepared For: Sue Chan INQUIRIES SHOULD BE MADE TO: UNIT 1 (425)255-7472 Donna Roetter Arlene Naputi Order No.: Your Reference: Charge: Tax: PLAT CERTIFICATE SCHEDULE A TITLE IS VESTED IN: Sue Fong Chan, as her separate estate LEGAL DESCRIPTION: PARCEL A: 6360764-1 Chanl $ 330.00 $ 29.04 Lot(s) 1 and 2, Block 2, Earlington, according to the plat thereof recorded in Volume 14 of Plats, page(s) 7, in King County, Washington; EXCEPT the south 50 feet thereof. PARCEL B: The south 50 feet of Lots 1 through 4; TOGETHER WITH Lot(s) 35 and 36, ALL in Block 2, Eariington, according to the plat thereof recorded in Volume 14 of plats, page(s) 7, in King County, Washington. PLAT Certificate Schedule A EXCEPTIONS: PLAT CERTIFICATE SCHEDULE B 1. EASEMENT, AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: DISCLOSED BY: AREA AFFECTED: Laying and connecting up a sewer 4284893 Lots 1 and 2 2. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: Jones-Thompson Investment Company, a Washington corporation RECORDED: May 29,1909 and September 19, 1924 RECORDING NUMBER: 617375 and 1919026 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Excepting and reserving; however, unto said first party and its successors and assigns forever all coal and minerals of every kind upon and under the land above described, and the right of mine the same in the usual and ordinary course of mining and free ingress and egress to and from said premises for such purposes. NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 3. Matters disclosed by Survey recorded under Recording Number 20000208900002. 4. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Sue Fong Chan, an unmarried woman TRUSTEE: Ticor Title Insurance Company BENEFICIARY: Mortgage Electronic Registration Systems, Inc., solely as nominee for IndyMac Bank, F.S.B., a federally chartered savings bank ADDRESS: PO Box 2026, Flint, MI 48501-2026 LOAN NO.: 121252353 AMOUNT: $232,000.00 DATED: April 27, 2005 RECORDED: May 6, 2005 RECORDING NO.: 20050506001764 AFFECTS: Parcel A. 5. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Sue Fong Chan, an unmarried woman TRUSTEE: Ticor Title Insurance Company BENEFICIARY: Mortgage Electronic Registration Systems, Inc., solely as nominee for IndyMac Bank, F.S.B., a federally chartered savings bank ADDRESS: PO Box 2026, Flint, MI 48501-2026 LOAN NO.: 121252694 AMOUNT: $29,000.00 DATED: April 27, 2005 RECORDED: May 6, 2005 RECORDING NO.: 20050506001765 AFFECTS: Parcel A. 6. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: SCHEDULE B (Continued) GRANTOR: Sue Fong Chan, an unmarried woman TRUSTEE: First American Title Insurance Company BENEFICIARY: Mortgage Electronic Registration Systems, Inc., solely as nominee for First National Bank of Arizona ADDRESS: PO Box 2026, Flint, MI 48501-2026 LOAN NO.: Not disclosed AMOUNT: $212,000.00 DATED: May 6, 2005 RECORDED: May 11, 2005 RECORDING NO.: 20050511000948 AFFECTS: Parcel B. 7. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Sue Fong Chan, an unmarried woman TRUSTEE: First American Title Insurance Company BENEFICIARY: Mortgage Electronic Registration Systems, Inc., solely as nominee for First National Bank of Arizona ADDRESS: PO Box 2026, Flint, MI 48501-2026 LOAN NO.: Not disclosed AMOUNT: $39,750.00 DATED: May 6, 2005 RECORDED: May 11,2005 RECORDING NO.: 20050511000949 AFFECTS: Parcel B. 8. General property taxes and special district charges, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1st; 2nd half delinquent on November 1st) Total Taxes for Year 2005 Amount Billed: $2,770.39 Amount Paid: $1,385.20 Amount Due: $1,385.19 Tax Account Number: 214370-0075-09 Levy Code: 2110 Current Assessed Value: Land: $74,000.00 Improvements: $158,000.00 AFFECTS: Parcel A. 9. General property taxes and special district charges, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1st; 2nd half delinquent on November 1st) Total Taxes for Year 2005 Amount Billed: $2,544.13 Amount Paid: $1,272.07 Amount Due: $1,272.06 Tax Account Number: 214370-0320-02 Levy Code: 2110 Current Assessed Value: Land: $95,000.00 Improvements: $118,000.00 AFFECTS: Parcel B. NOTES: SCHEDULE B (Continued) A. In the event the transaction fails to close and this commitment is cancelled, a fee will be charged to comply with the State Insurance Code and the filed schedule of this Company. B. Abbreviated Legal for purposes of King County Recorders Office is: Lts 1-4, 35 and 36, Blk 2, Earlington, Vol 14/7 . C. 24 MONTH OWNERSHIP SEARCH: The vesting deed into vestees herein was recorded on May 6, 2005, recorded under Recording Number 20050506001763. AFFECTS: Parcel A. D. 24 MONTH OWNERSHIP SEARCH: The vesting deed into vestees herein was recorded on May 11, 2005, recorded under Recording Number 20050511000947. AFFECTS: Parcel B. df/ga/10/19/2005 PLAT Certificate Schedule B AFTER RECORDING MAIL TO: Sue Fong Chan P.O Box 2221 Renton, WA 98056 Filed for Record at Request of: Ticor Title Company STATUTORY WARRANTY DEED 20050511000947.001 THE GRANTOR(S) FIRST AMERICAN Slidd( T Tony C. S. Sung and Vivian P. K. Sung, husband and wife 1/ ~t~ for and in consideration of Ten Dollars and Other Good and Valuable ConsideraHon which Is paid to a Qualified Intermediary as part of a Section 1031 deferred exchange in hand paid, conveys, and warrants to Sue Fong Chan, an unmarried woman the following described real estate, situated in the County of King, State of Washington: The South 50 feet of Lots 1 through 4, TOGETHER WITH Lots 35 and 36, all In Block 2 of EARliNGTON, as per plat recorded in Volume 14 of Plats, Page 7, records of King County, Washington. Subject to Zoning and Use Restrictions, if any. Assessor's Property Tax ParceVAccount Number: 214370-0320.02 STATE OF WashIngton COUNTY OF King ", ... PAGPeI OF eel I oertify that I know or have satisfactory evldenoe that Tony C. S. Sung and VlvI8!l P. K. Sung are the persons who appeared before me, and said pelSOns acknowledged that they sign8d this Instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned In this instrument. (SEAL) Eacrcw No.: 6348562-LPB-107197 Return To: FIRST NATIONAL BANK OF ARIZONA P.O. BOX 66604 PHOENIX"AZ 85082 Assessor's Parcel or Account Number: 214370032002 Abbreviated Legal Description: PORTION OF LOTS 1-4 AND LOTS 35 AND 36. BLOCK 2.EARLINGTON (Include lot. bloek ODd pllt or ICCIlon. towmhlp ODd range) FuJllegai description located on page 3 Trustee: FIRST AMERICAN TITLE INSURANCE COMPANY, 20050511000948.001 Additional Grantees located on page ---------(SpaaAbove1'llll LbleFor RecordIDaData)--------- DEED OF TRUST N.UN 1001355-4000032132-4 1~1!!>~\{ FIRST AMERICAN c:ip')d 1"1 DEFINITIONS Words used in multiple sections of this document are defined below and other words are defined \n Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document iue also provided in Section 16. (A) "Security Instrument" means this document, which is dated MAY 6. 2005 together with all Riders to this document. (B) "Borrower" is SUE FONG CHAN, AN UNMARRI ED Wow\N Borrower is the trustor under this Security Instrument. (C) "Leader" is FIRST NATIONAL BANK OF ARIZONA 4000032132 3339001822 WASHINGTON-Single Family-Fannie Ma./F,.ddle Mac UNIFORM INSTRUMENT WITH MERS Form 3048 110 1 ~-6A(WAl (0012) MW 12100.01 Page 1 of 15 Inltlal':~ VMP MORTGAGE FORMS -(800)521-7291 111111111111111 20050511000948.002 Lender is a CORPORATION organized and existing under the laws of UNITED STATES OF AMERICA Lender's address is 3500 188TH STREET SW 11102, LYNNWOOD. WA 98037 (D) "Trustee" is FIRST AMERICAN TITLE INSURANCE COMPANY (E) "MERS" is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting solely as a nominee for Lender and Lender's successors and assigns. MERS Is the beneficiary under this Security Instrument. MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MBRS. (F) "Note" means the promissory note signed by Bonower and dated MAY 6. 2005 The Note states that Borrower owes Lender TWO HUNDRED TWELVE THOUSAND AND NOI100 Dollars (U.S. $212.000.00 ) plus interest. Borrower has promised tapay this debt in regular Periodic Payments and to pay the debt in full not1ater than JUNE 1. 2035 (G) "Property" means the property that is described below under the heading "Transfer of Rights in the Property." (II) "Loan" means the debt evidenced by the Note, plus interest, any prepaymellt charges and late charges due 1Illder the Note, and all sums due under this Security Instrument, plus interest. (I) "Riden" means all Riders to this Security I~1It that are executed by Borrower. The following Riders are to be executed by Borrower [check box as applicable): B Adjustsble Rate Rider D Condominium Rider D Second Home Rider Balloon Rider D Planned Unit Development Rider D 14 Family Rider o VA Rider D Biweekly Paymont Rider DOther(s) [specify) (J) "Applicable Law" means all controlling applicable federal, state and local statutes, regulations, ordinances and administrative rules and orders (that have the effect of law) as wen as all applicable fmaI, DOn-appealable judicial opinions. (K) "Community Assodatlon Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or the Property by • condominium association, homeowners association or similar organimtion. (L) "Electronic Funds Transrer" means any transfer of funds, other than a transaction originated by check, drsft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrumellt, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or c:redit an account. Such term includes, but is not limited to, point-of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated c:learinghouse transfers. (M) "Escrow Items" means those items that are described in Section 3. (N) ''MIscellaneous Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section S) for: (i) damage to, or destruction of, the Property; (Ii) condemnstion or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissions as to, the value and/or condition of the Property. . (0) "Mortgage Insurancew means iDsurance prolectins Lender against the nonpayment of, or default on, the Loan. (p) "Periodic Payment" means the regularly sc1leduled amount due for (i) principal and interest 1Illder the Note, plus (ii) any amounts under Section 3 of this Security Instrument. 4000032132 3339001822 •• 6AIWAI (0012) • Page 2. of 15 lnitla .. :.,L... Form 3048 '101 20050511000948.003 (Q) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. Section 2601 et seq.) and its implementing regulation, Regulation X (24 C.P.R. Part 3500), as they might be amended from time to rime, or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESP A" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan" even jf the Loan does not qualify as a "federally related mortgage loan" under RESPA. (R) "Successor in Interest of Borrower" means any party that bas taken title to tho Property, whether or not that party has assumed BorroWer'S obligations under the Note andIor this Security Instrmnenl. TRANSFER OF RIGHTS IN TIm PROPERTY The beneficiary of this Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns) and tho successors and assigns of MERS. This Seenrity I~ secures to Lender: (i) the repayment of the Loan, and aU renewals, extensions and modifications of the Note; and (ii) the perf01'Ill8llCO of Borrower's covensnts and agreements under this Security Instrument and the Note. For this pmpose, Borrower Irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in the COUNTY (Type ofR=tding JuriscIiaionJ of KING (Name of RaconIInS Juriscliclion) : THE SOUTH 50 FEET OF LOTS 1 THROUGH 4, TOGETHER WITH lOTS 35 AND 36, All IN BLOCK 2 OF EARLINGTON, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 7. RECORDS OF KING COUNTY, WASHINGTON. Parcel 10 Number: 214370032002 319 STEVENS AVENUE SOUTHWEST RENTON ("Property Address"): which currently bas the address of [SIreeI) [ciIy) , Washington 98055 (Zip Codo) TOGETHER WITH all the Improvements now or hCreafter erected on tha property, and all easements, appurtenances, and fixtures now or hereafter a part of tho property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property.· Borrower understands and agrees that MBRS holds only legal title 10 the interests granted by Borrower in this Security Instrument, but, if necessary to comply with law or custom, MERS (as nominee for Leuder and Leuder's successors and assigns) has the right: to exercise any or all of those interests, including, but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including, but not limited to, releasing and canceling this Security Instrument. BORROWER COVENANTS that Borrower is lawfu11y seised of the estate hereby conveyed and has the right to grant and convey the Property and that the Property is uoencumbered, except for encumbrances 4000032132 3339001822" G-6AIWAI (0012) • Page 3 of 16 Initl.I':~ Form 3048 1101 20050511000948.004 of record. Borrower warrants and will defend generally the title to the Property agaiDst all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Charges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment cbarges and late charges due under the Note. Borrower sball also pay funds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security Instrument sball be made in U.S. currency. However, if any check or other instrument received by Lender as payment under the Note or this Security Instrument is returned to Lender unpaid. Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made .in one or more of the following forms, as selected by Lender: (a) cash; (b) IIlODeY order; (c) certified cbeck, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution wbose deposits are insured by a federal agency, instrumentality, or entity; or (d) mectronic :Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such other location as may be designated by Lender in accordance with the notice provisions in Section 15. Lender may return any payment or partial payment jf the payment or partial payments are insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to bring the Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in the future, but Lender Is not obligated to apply such payments at the time such payments are accepted. If each Periodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current. If Borrower does not do so within a resSl)nable period of time, Lender sball either apply sucb funds or retum them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balauce under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in the future against Lender shall relieve Borrower from maIcing payments due under the Note and this Security Instrument or performing the covenants and agreements secured by this Security Instrument. 2. Application of Payments or Proceeds. Except as otherwise described in this Section 2. all payments accepted and applied by Lender shall be applied in the following order of priority: (a) interest due under the Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be applied to eacb Periodic Payment in the order in which it becsme due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due. the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to the repayment of the Periodic Payments If, and to tho extent that, each payment can be paid in full. To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due. Voluntary prepayments shall be applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments. 3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic Payments are due under the Note, until the Note is paid in full, a sum (the "Funds") to provide for payment of amounts due for: (8) taxes and assessments and other items whicb can attain priority over this Security Instrument as a lien or encumbrance on the Property ; (b) leasehold payments or ground rents on the Property, if any ; (c) prCmiums for any and all insurance required by Lender under Section S; and (d) Mortgage Insurance premiutns, if any, or any sutns payable by Borrower to Lender in lieu of the payment of Mortgage Insu:rance premiums in accordance with the provisions of Section 10. Tbeae items are called "Escrow I~ms." At origination or at any time duriDg the term of the Loan, Lender may require that Community 4000032132 3339001822 . _-6A1WAlIOO121 Page 4 of 15 Initial8:~ Form 3048 1101 20050511000948.005 Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item. Borrower shall prompdy furnish to Lender all notices of amounts to be paid under this Section. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Items at any time. Any such waiver may ouly be in writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shall furnish to Lender receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agn:ement contained in this Security Instrument, as the phrase 'covenant and agreement' is used in Section 9. If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 15 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3. Lender may, at any time, conect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maxlmum amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in an institution whose deposita are insured by a federal agency , instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Losn Bank. Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, tinless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a charge. Uuless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shan account to Borrower for the excess funds in accordance with RESPA. If there is a shortage of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA, but in no more than 12 monthly payments. If there is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower sha1l pay to Lender the amount necessary to make up the deficiency in accordanco with RESPA, but In no more than 12 monthly paymeuts. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges; LIens. Borrower sha1l pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, lessehold payments or ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, if any. To the ,xtent that these items are Escrow Items, Borrower sha1l pay them in the mauner provided in Section 3. 4000032132 3339001822 _-6AIWAI (0012) Page 6 of 16 lnitiall:.,.L. Form 3048 1101 20050511000948.006 Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: (a) agrees in WIiting to the payment of the obligation secured by the lien in a manner acceptable to Lender. but only SO long as Borrower is perfonning such agreement; (b) contests the lien in good filith by. or defends against enforcement of the lien in. legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those proceedings arc pending, but only until such proceedings are concluded; or (c) seenres from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Imtrument. If Lender determines that any part of the Property is subject to a lien which can attain priority over this Security lDsmIment, Lender may give Borrower a notice identifYing the lien. Within 10 days of the date on which that ootice Is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one-time charge for a real estate tsx verification and/or reporting service used by Lender in collJleCtion with this Loan. 5. Property InsUl"8DCe. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term "extended coverage," and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insunnce. This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which right shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan, either: (a) a one-time charge for flood zone determination, certification and tracking services; or (b) a one-time charge for flood zone determination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of any flood zone determination resulting from an objection by Borrower. If Borrower fails to msintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligstion to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, against any risk, hazard or liability and might provide greater or lesser coverage than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insuraIIce that Borrower could have obtained. Ally amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security IllStIUment. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies, shall include a standaId mortgage clause, and sha1I name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additional loss payee. In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the underlying insunmce was required by Lender, shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to 4000032132 3339001822 Q,-6A1WAll0012, Page 6 of 16 lnitial.:~ FDr", 3048 1101 20050511000948.007 hold such ins\llllJlCe proceeds UDtil Lender has had an opportunity to iDSpCCt such Property to ensure the work bas been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repam and restoration in a single payment or in a series of progress paymems as the work Is completed. Unless an asreement Is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such ~. Fees for public adjusters, or otbor third parties, retained by Borrower shall not be pakl out of the insurance ~ and shall be the sole obligation of Borrower. H the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument. whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shsll be applied in the order provided for in Section 2. If Borrower abandons the Property, Lender may me, negotiate and settle any available insurance claim and related matters. If Borrower does not respond with.1n 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30-day period will begin when the notice is given. In either event, or if Lender acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender <a> Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Inst.tument, and (b) any other of Borrower's rights (other than the right to any refuud of unearned premiums paid by Borrowtlr) under all insurance policies covering the Property, insofar as such rights are applicabltl to the coverage of the Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due. 6. Occupancy. Borrower shaD occupy, establish, and use the Property as Borrower's principal residence within 60 days after the execution of this Security IDstrument and shall continutl to occupy the Property as Borrower's prlocipal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shaD not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. 7. Preservation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant to Section S that repair or restoration Is IIOt economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or CODdemnation proceeda are paid in connection with damage to, or the taking of, the Property, Borrower shaD be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a singlo payment or in a series of progress payments as the work is completed. H the insuraJIco or CODdemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. H it bas reasonable cause, Lender may inspect the interior of the improvements on the Property. Lender shall give Borrower notice at the time of or prior to such an interior inspection specifying such reasonable cause. 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materislly false, misleading, or inaccurate information or stateuu>nts to Lender (or failed to provide Lender with material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property. as Borrower's principal residence. 4000032132 G-6AIWAIIOO121 lD 3339001822 Page 7 of 15 Inltla"~ Form 3048 1'01 20050511000948.008 9. Protection or Lender's Interest In the Property aDd Rights Under this Security Instrument. If <a> Borrower faiJs to perform the covenants and agteOlllOlllS cOntained in this Security 1nstnuPent, (b) thore is a legal proceeding that might significantly affect Lenders interest in !he Property and/or rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may atlSin priority over this Security I\ISIrIJInent or to enforce laws or regulations), or (c) Borrower has abandoned !he Property, !hen Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in !he Property and rights undor this Security Instrument, including protecting and/or assessing the value of !he Property, aad securing and/or repairiDi the Property. Lender's actions can include, but are not limited to: (a) paying any sutns secured by a lien which has priority over this Security Instrument; (b) appearing in court; and (c) paying reasonable attorneys' fees to protect its intorest in the Property and/or rights under this Security Instrument, Including its secured position in • bankruptcy proceeding. Securing !he Property Includes, but is not limited to, entering !he Property to make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate buDding or other code violatjous or dangerous conditions, and have utilities turned on or off. Although Lender may tab action under this Section 9, Lender does not have to do so and is DOt under any duty or obligation to do so. It is agreed that Lender incurs no liability for DOt taking any or all actions authorized uDder this Section 9. Any amounts disbursed by Lender under this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, with such interest, upon notice from Lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to !he Property, !he leasehold and the foe title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making !he Loan, Borrower shall pay !he premiums required to maintain !he Mortgage Insurance in effect. If, for any reason, !he Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premiums fur Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previously in effect, from an alternate tDOrtgage insurer selected by Lender. If substsntially equivalent Mortgage Insurance coverage Is not available, Borrower sbaIl continue to pay to Lender the amount of the separately designated payments that were due when the insurance coverage ceased to be in effect. Lender will accept, use and retain these payments as a non-refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non-refundable, notwithstanding the fact that !he Loan is ultimately paid in full, and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no longer require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requirea separately designated payments toward the premiums for Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making !he Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect, or to provide a non-refundable loss reserve, until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing fur such termination or until termination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay intorest at the rate provided in the Note. Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such insurance in force from time to time, and may enter into agreements with other parties that share or modify !heir risk, or roduco losses. These agreements are on terms and conditions that are satisfactory to the mortgage. insurer and !he other party (or parties) to these agreements. These apcments may require the mortgagelDsurer to make payments using any source of funds that the mortgage insurer may have available (which may Include funds obtained from Mortgage Insurance premiums). 4000032132 G-6AIWAllooI21 • 3339001822 Page 8 of 16 Inillal.:~ Form 3048 110 1 20050511000948.009 As a result of these agreementa, Lender, 8JI)' purchaser of the Note, another insurer, 8JI)' reinsurer, any other entity, or any affiliate of 8JI)' of the foregoing, may receive (directly or indirectly) amounts that derive from (or might be characterized as) a portion of Borrower's payments for Mortgage 1Dsurance, in exchange for sharing or modifying the mortgage Insurer's risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, tho arrangement is often termed "captive reinsuraDce.· Further: (a) Any such agreements will not affect the amounts that Borrower has agreed to pay for Mortpae Insurance, or any other terms of the Loan. Such agreements will not increase the amoUDt Borrower wiD owe for Mortgage InsUl'lUlCe, and they wiD not entitle Borrower to any refund. (b) Any such agreements wiD not affect the rights Borrower has -if any -with rtSpect to the Mortgage Insurance WIder the Homeowners PrOtection Act of 1998 or any other law. These rights may Include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Ins~ to bave the Mortgage Insurance terminated automaticaDy, and/or to receive a refund of any Mortgage huurance premiums that were unearned at the time of such canceDation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. All MIsceIIaneous Proceeds are hereby assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if the restoration or repair is ecollDlllicalJ.y feasible and Lender'. security is not lessened. During such repair and restoration period, Lender shall have the right to hold such M'1SCCUaneous Proceeds until Lender has had an opportunity to inspect such> Property to ensure the work bas been completed to Lender's satisfaction, provided that such inspection sball be uodertslcen promptly. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Proceeds, Lender shall not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such MIsce11aneQus Proceeds shall be applied in the order provided for in Section 2. In the event of a total taking, destruction, or loss in value of the Property, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. In the event of a partial taking, destruction, or 1088 in vallie of the Property in which the fair market value of the Property innnedlately before the partial taking, destruction, or loss in value is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the partial raking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security Instrument s£.an be reduced by tho amount of the Miscellaneous Proceeds multiplied by the following fraction: <a) tho total amount of the sums secured immediately before the partial taking, destruction, or loss in value divided by (b) the fair market value of the Property inunedlately before the partlal taking, destruction, or loss in value. AIry balance shaI1 he paid to Borrower. In the event of a partial taking, destruction, or loss in value of tho Property in which the fair market value of the Property immediately before tho partial taldng, destruction, or loss in value is less than the amount of the sums secured immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to Lender within 30 days after tho date the notice is given, Lender is authorized to collect and apply the MIscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether or not then due. 'Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower bas a right of action in regard to Miscellaneous Proceeds. 4000032132 G-6AIWAIIOOl2) • 3339001822 Page 9 of 15 Initlal'~ I'orm 3048 1/01 20050511000948.010 Borrower shall be in default if any action or proceeding, whether civil or criminal, is begun that, in Lender's judgment, could IeSUlt in forfeiture of the Property or othor material impalrment of Lender' 8 interest in tho Property or rights under this Security Insttument. Borrower can CUle such a defilult and, if acceleration has occurred, reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment, precludes forfeiture of the Property or other material impairment of Lender's interest in tho Property or rights llUder this Security Instrumont. The proceeds of any award or claim for damages that are attributable to the imPairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in tho order provided for in Section 2. 12. Borrower Not Released; Forbearance By Lender Not a WaiTer. Extension of the time for payment or modification of amortization of the sums seCUIed by this Security InstrumeJJt granted by Lender to Borrower or any Succeasor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to reCuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including, without limitation, Lender's acceptance of payments from third persons, entities or Successors in Interest of Borrower or in amounts less than the amount thon due, shall not be a wsJver of or preclude tho exerciso of any right or remedy. 13. Joint and Several LiabUity; Co-dgners; Successors and Assigns BOIDld. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However, any Borrower who co-signs this Security InstrunlIInt but does not execute the Note (a "co-sigDer"): (a) is co-signing this Security Instrument only to mortgage, grant and convey the co-signer's interest in the Property under the terms of this Security Instrument; (b) is not personslly obligated to pay the sums secured by this Security Instrument; and (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the co-signer's consent. Subject to the provisions of Section 18, any Successor in Interest of Borrower who assumes Borrower's obligations llUder this Security Instrument in writing, and is approved by Lender, shall obtain all of Borrower's rights and benefits under this Security Instrument. Borrower shall not be released from Borrower's obligations and liabUlty under this Security Instrument unless Lender agrees to such release in writing. The covenants and agreements of this Security hlBtrument shall bind (except as provided in Section 20) and benefit the successors and assigns. of Lender. 14. Loan Charges. Lender may chsrge Borrower fees for services performed in connection with Borrower's defilult, for the purpose of protecting Lender's interest in the Property and rights llUder this Security Instrument, including, but not limited to, attorneys' fees, property inspection and valuation fees. In regard to any other fees, the absence of express authority in this Security InstrunlIInt to charge a specific fee to Borrower shalJ not be construed as a prohibition on the charging of such feo. Lender may not chsrge fees that are oxpress1y prohibited by this Security Instrnment or by Applicablo Law. If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or other loan cOOges collected or to be collected in connection with the Loan exceed the permitted limits, then: (8) any such Joan cOOge sba1l be reduced by the amount necessary to reduce the charge to the permitted limit; and (b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may choose to msb this refund by reducing the principal owed llUder the Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction will be treated as a partiBl prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower will constltnte a wsJver of any right of action Borrower might have arising out of such overcharge. 15. Notices. All notices given by Borrower or Lender in connoction with this Security Instrument must be in writing. Any notico to Borrower in connection with this Seclirity Instrument shall be deemed to have been given to Borrower when mailed by first class msil or when actually delivered to Borrower's 4000032132 3339001822 _-6AIWAI (00121 Page 10 of 15 Inltl81a:~ ../" Fonn 3048 1/01 20050511000948.011 notice address if sent by other means. Notice to any ODII Borrower shall constitute IIOtice to all Borrowers unless Applicable Law expressly requires otherwise. The notice address shall be the Property Address unless Borrower has designated a substitute IIOtice address by ootice to Lender. Borrower shall promptly notify Lender of Borrower's change of address. If Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice address under this Security Imtrument at any one time. Any notice to Lender shall be given by deliveriDg it or by mailing it by first class mail to Lender' 8 address stated herein unless LeDder bas desiguated another address by notice to Borrower. Any notice in connection with this Security Instnunent shall not be deemed to have been given to Lender until actually received by Lender. If any notice required by this Security IlIStruJnent is also required under Applicable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Security Instrument. . 16. Governing LaW; Severablnty; Rules of Construction. This Security Instrument shall be governed by fedeIa) law and the law of the jurisdiction in Which the Property is located. All rights and obligations contained In this Security ImtrumeDt are subject to any requirements and limitations of APPlicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence !hall not be comtrued as a prohibition against agreement by contract. In the event that any provision or clause of this Security Instrwilent or the Note conflicts with Applicable Law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. As used in this Security Instrument: (a) words of the masculine gender shall mean and include corresponding neutor words or words of the feminine gender; (b) words in tho singular shall mean and include the plural and vice versa; and (c) the word ·may· gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower sball be given one copy of the Note and of this Security Instrument. 18. Transfer of the Property or a Benefldal Interest In Borrower. As used in this Section 18, 'Interest in the Property' means any legal or benefICial interest in the Property, including, but not llmited to, those beneficial interests transferred in a bond for deed, contract for deed. installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of tho Property or any Interest in the Property is sold or transferred (or if Borrower is not a Datural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in. full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by Applicable Law. If Londer exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accord&nl;o with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may. invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 1'. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Security Instrument discontinuod at any time prior to the earliest of: (a) five days before sale of the Property pursuant to any power of salo contained in this Security Instrument; (b) such other period as Applicable Law might specify for the termination of Borrower's right to reinstete; or (c) entry of a judgment enforcing this Security Instrument. Those conditions are that Borrower: (a> pays Londer all swns which then would be due under this Security Instrument and the Note as if no acceleration had occurred; (b) cUres any default of any other covenants or agreements; (c> pays all expenses incurred in enforcing this Security Instrument, including, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest In the Property and rights under this Security Instrumont; and (d) takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums securod by this Security Instrument, shall continue uncbangod. Lender may require that Borrower pay such reinstatement sums and expenSes in one or moro of the fullowing forms, as selected by Lender: (a> cash; (b) money order; (c) 4000032132 .·6AIWAI (0012) ~ 3339001822 . Pagel1of15 Inltlal.:~ Form 3048 1/01 20050511000948.012 certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, Instrumentality or entity; or (d) Electronic Funds Transfer. Upon reinstatement by Borrower, this Security I1ISIJU!rumt and obligations secured hereby shall remain fully effective as if no acceleration had occurred. However, this right to reinstate shall not apply In the case of acceleration uDder Section 18. 20. Sale of Note; Change of Loan Servtcer; Notlce of Grievance. The Note or a partial Interest in the Note (together with this Security Instrument) can be sold one or more timDs without prior notice to Borrower. A aale might result in a change in the entity (known as the "Loan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and performs other mortpgo loan servicing obligations under the Note, this Security Instrument, 1IJId Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a change of the Loan Servicer, Borrower will be given written notice of the change which will state tho name and addresa of the new Loan Servicer, the address to which payments should be mado and any other information RESPA requires in connection with a notice of tIansfer of servIcing. If the Note is sold and thereafter the Loan is serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a succesaor Loan Servicer and are not assumed by the Note purchaser UDlesa otherwise provided by the Note purchaser. Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or the member of a clasa) that arises funnthe other party's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonsble period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this Paragraph. The notice of acceleration and opportunity to cure given to Borrower pUISuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances" are those substances defined as toxic or hazardous substances, pollutants, or wastea by Environmental Law and the following substances: gasoline, kerosene, other fla~1e or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials contsining asbestOS or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property ia located that relate to health, safetY or environmental protection; (c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Bnvironmental Condition· means a condition that can cause, contributo to, or otherwise trigger an Environmental Cleanup. Borrower shall not cause or permit the presence, use, ~, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adveraely affects the value of the Property. The preceding two sentences shall not apply to the presence, use, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to IJ!8lntenance of the Property (including, but not limited to, luwrdous substances in consumer products). Borrower shall promptly give Lender written notice of (a) any investigation, claim, demand, lawsuit or other action by any govermnental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to, any SPillln&, leaking, discharge, release or threat of 4000032132 3339001822 G·6AIWAII0012l • Pago 12 of 15 Jnitial.:~ Form 3048 1/01 20050511000948.013 release of any Hazardous Substance, and (c) any condition caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns, or is IWtified by any govermnental or regulatory authority, or any private party, that any removal or other remediation of any Hazardous Substance affectiug the Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an EnvirOlllIleJltal Cleanup. NON-UNIFORM COVENANTS. Borrower and Lcmder further covenant and agree as follows: 22. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration roUowing Borrower's breach of any covenant or ap-eement In this SecurIty Instrument (but not prior to acc:eleration UDder Section 18 unless Applieable Law provides otherwise). The notice shall specify: (a> the default; (b) the action required to cure the default; (c) a date, not less than 30 days from the date the notice Is given to Borrower, by which the default must be cured; and (d) that failure to cure the default on or before the date spedfted In the notice may result In ac:celeration of the sums secured by this Security Instrument and sale of the Property at public auction at a date not less than 120 days In the future. The notice shall further inform Borrower of the right to reinstate after acceleration, the right to bring a court action to assert the non-eslsteDce of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be Included In the notice by Applicable Law. If the default Is not cured on or before the date specified In the notice, Lender at Its option, may require Immedlate payment in full of all sums secured by this Security Instrument without further demand and may Invoke the power of sale and/or any other remedies permitted by Applicable Law. Lender shaD be eatitled to coIled all expenses incurred In pursuing the remedies provided in this Section 22, Including, but not limited to, reasonable attorneys' fees and costs of title evldeace. If Lender Invokes the power of sale, Lender sball give written notice to Trustee of the occurrence of an event of deCauit and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and sball give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Applicable Law and after publication of the notice or sale, Trustee, without demand on Borrower, shall sell the Property at public auction Co the hlgbest bidder at the time and place and UDder the terms deslgoated in the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permlttedby AppUcable Law by public annoUDcement at the time and place Oxed In the notice of sale. Lender or Its designee may purchase the Property at any sale. Trustee sball deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implied. The recltals In the Trustee's deed shaD be prima fade evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a> to all expenses of the sale, Includinl, but not limited to, reasonable Trustee's and attorneys' fees; (b) to all swns secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the COUDty In which the sale took place. 23. Reconveyance. Upon payment of all sums secured by this Security Instrwnent, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument and all notes evideDCing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it. Such person or persons shall pay any recordation costs and the Trustee's fee for preparing the reconveyance. 24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to tlma appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property, the successor trustee shall succeed to alI the title, power and duties conferred upon Trustee herein and by Applicable Law. 4000032132 G-6AIWAI (00121 • 3339001822 Page 13 of 15 Initiala:-..L- form 3048 1101 20050511000948.014 25. Use of Property. The Property is not used principally for agricultural purposes. 26. Attorneys' Fees. Lender 8hall be entitled to recover its reasonable attorneys' fees and costs in any action or proceeding to construe or enforce any term of this Sec1irity IllSt:rUment. The term "attorneys' fees,' whenever used in this Security Instrumeot, sbal1 include without limitation attorneys' fees incurred by Lender in any baDlauptcy proceeding or on appeal. ORAL AGREEMENTS OR ORAL COMMITMENTS TO WAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants c:ontsined in this Security Instrument and in any Rider executed by Borrower and recorded with it . . Witueases: -----------(~) -Borrower ___________________ (Seal) -Borrower ___________________ (Seal) -Borrower -----------------------(~) -Borrower _______________________ ~eal) -Borrower _______________________ (Seal) -Borrower _____________________ (Seal) -Borrower 4000032132 _-6AIWAI (0012) 3339001822 Page 14 of 15 form 3048 1101 20050511000948.015 STATE OF WASlDNGTON } County of l(itrtlt) ss; On this day ptisonally appeared before me SUE FONG CHAN to me known to be the ~(a) descn"bed In and .~h~ted the within and foregoing instrument, and acknowledged fhat h~ey signed the same as ~ir free and voluntaIy act and deed, for the uses and purposes therein mentioned. 1"l77f . ,tV] h ,... ~ r::::- GIVEN under my hand and o~i!l~~ lV day of II Ivljl 0(j.J U".../ • _---OBL/G..q~\\· 4000032132 ~-6A(WAI (0012) f'.~~·;;,sioiY'i:",~.~ ~" (" ,,~ .. ;I ~'. I 1 iff ~OTAAl' ~\ ). ~ : 0 -----en : .. ' I • • ~+-------=-~:""""'::"r-----~ \ PUBLIC j N Public in and for lb. Slate of sb I" ~"" "'-29.0'0 ....! 7fft//'J1/! ,,~., ......... , ... 'My Appointment Expires on \\\\ Of::w f.5'("'/ \",,-,,,.,...ro-. 3339001822 Page 15 of 15 Initlal.:~ Form 3048 1/01 .; 20050511000949.001 r"lltllllllJlll- WHEN RECORDED, MAIL TO: FIRST NATIONAL BANK OF ARIZONA PO BOX 66604 PHOENIX, ARIZONA 8!O8l This Instrument was prepared by: FIRST NATIONAL BANK OF ARIZONA 3500 188TH STREET SW #101 LYNNWOOD, WASHINGTON 98037 Assessor's Parte! or Account Number: 114370031001 ~!m.f'glr.= DT 24." lCeftlllZees 11: II ...-COUNTY, lolA Abbreviated Legal Description: PORTION OF LOTS 1-4 AND LOTS 35 AND ~ BLOCK 1, EARLINGTON (Include 101, blOd< and pial or sedIon, IcIwn$hlp and larGe) ~=::~~onPage--""'FIRST AMERICAN 2YdO I I Escrow/Closing Number: 4lO9-S6ll17 _________ (SpacaAbovll Thlsl.i1eforR~ Dala,)/-________ _ DOCID#: DEED OF TRUST (Line of Credit Trust Deed) . MIN: 100135540000321357 TIllS DEED OF TRUST dated May 6, 2005, is between SUE FONG CHAN, •• unmarried womaa residing at 319 STEVENS A VENVE SOUTHWEST, RENTON, WASHINGTON 98055, the person or persons signing as "Orantor(s)" below and hereinafter referred to as "we" or "us" and FIRST AMERICAN TITLE INSURANCE COMPANY, as trustee and hereinafter referred to as the "Trustee," with an address at ~OI FOVRTII AVENVE #800, SEA1TLE, WASHINGTON 98121- m7 ~O\.e. COUDty for the benefit of Mortgage Electro.1e Registration Systems, Ine: ("MERS"), (solely as nominee for FIRST NATIONAL BANK OF ARIZONA (herein "you" or "Lender") and Lender's suc:cessors and assigns), with an address at P.O. BOll 1016, flint, MICHIGAN 48501-lO26, tel. (888) 679-MERS, referred to as the "Beneficiary". Borrower understands and agrees that MERS holds only legal title to tho Interests granted by Borrower in this Deed of Trust; but, if necessary to comply with law or custom, MERS (as nominee for Lender and HELOC -WA Deed of Truat with MERS Page 1 015 FE-4331(WA) (0210) 12J99 BOITClW8l{s) initials ~ __ 20050511000949.002 Lender's successors and assigns), has the right to exercise any or all of those Interests, including. but not limited to .. the right to foreclose and sell the Premises; and to take any action required of Lender including, but not limited to, releasing or canceling this Deed of Trust PREMISES: J n considelation of the loan hereinafter described, we hereby mortgage, gnIIlt and convey to the Trustee the premises located at: and further described as: 319 STEVENS AVENUE SOU11lWEST (Street) RENTON, KING (W A), WASHINGTON 98855 (Municipality, County, State ZIP) (the "Premises") THE SOUTII 50 FEET OF LOTS 1 mROUGH 4, TOGEmER WITH LOTS 35 AND 36, ALL IN BLOCK 1 OF EARLINGTON, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 7, RECORDS OF KING COUNTY, WASHINGTON. THIS WAN IS IN SECOND LIEN POSITION TO ANY FIRST MORTGAGE. The Premises includes all buildings and other improvements now or in the future on the Premises and all rights and interests which derive from our ownership, use or possession of the Premises and all appurtenances thereto. The Premises are not used principally for agriculture or farming purposes. TERM: The maximum term of the Note is 25 years, including any renewals or extensions thereof. LOAN: The Deed of Trust will secure your loan in the principal amount 0($39,750.00 or so much thereof, as may be advanced and readvanced from time to time to SUE FONG CHAN, the Borrower(s) under the Home Equity Credit Line Agreement and Disclosure Ststement (the "Note'') dated May 6, 2005, plus interest and costs, late charges and all other charges rcJated to the loan, all of which sums are repayable according to the Note. This Deed of Trust will also secure the performance of all of the promises and agreements made by \IS and each Borrower and Co-signer in the Note, all of our promises and agreements in this Deed ofTmst, any exIaISions, renewals, amendments, supplements and other modifications of the Note, and any amounts advanced by you under the terms of the section of this Deed of Trust entided "Our Authority To You." Loans under the NOli: may be made, repald and remade fiom time to time in aa:ordance with the terms of the Note and subject to the Credit Limit set forth In the Note. OWNERSHIP: We are the sole owner(s) of the Premises. We have the legal rigbt to mortgage, grant and convey the Premises to the Trustee. BORROWER'S IMPORTANT OBLIGATIONS: (a) PAYMENT AND PERFORMANCE: We will pay to you all amounts secured by this Deed ofTrust as they become due, and shall strictly perform our obligations. (b) TAXES: We will pay all real estate taxes, assessments, water charges and sewer rents relating to the Premises when they become due. We will not claim any credit on, or make deduction from, the loan under the Note because we pay these taxes and charges. We wIIJ provide you with proof of payment upon TOquest. (c) MAINTENANCE: We wHl maintain the buildlng(s) on the Pnmises in good oonditlon. We will not make major changes in the bulldlng(s) except for normal repairs. We win not tear down any of the buildlng(s) on the Premises without first getting your consent. We will not oonduct or permit any nuisance or waste on the Premises. We win not use the Pnmises Illegally. If this Deed of Trust is on a unit in a condominium or a planned unit development, we shall perfonn all of our obligations under the declaration or wvenants creating or governing the condominium or planned unit development, the by-laws and regulations of the condominium or planned unit development and constituent documents. HELOC -WA Deed of Trust wttllllERS Page 2 of6 FE-4331(WA) (0210) 1218. Borrower(s) lnitI'Ia~""':"'- · . 20050511000949.003 (d) INSURANCE: We will keep the bulld"mg(s) on the Premises insured at all times against loss by flJ'e, flood and any other hazards you may speci1y. We may choose the insurance company, but our choice is subject to your reasonable approval. Tho policies must be fur at least the amounts and the time periods that you speclty. We will deliver to you upon your request the policies or other proof of the insurance. The policies must name you as "mortgagee" and "Ioss-payee" so that you will receive payment on all insurance claims, to the extent of your interest under thIs Deed of Trust, before we do. The Insurance policies must also provide that you be given not less than 1 0 days prior written notice of any cancellation or reduction in coverage, for any reason. Upon request, we shall deliver the policies, certificates or other evidence of insurance to you. In the event ofloss or damage to the PremIses, we win immediately notity you In writing and file a proof of loss with the insurer. You may file a proof of loss on our behalf If we fiIIl or refuse to do so. You may also sign our name to any check, draft or other order for the payment of insurance proceeds in the event of loss or damage to the Premises. If you receive payment ofa claim. you will have the right to choose to use the money either to repair the Premises or to reduce the amount owing on the Nolo. (e) CONDEMNA nON: We assign to you the proceeds of any award or claim for damages, direct or consequential, In comection with any condemnation or other taking of the Prem~ or part thereof: or for conveyance In lieu of condemnation, all of which shall be paid to you, subject to the terms of any Prior Deed of Trust. (t) GOVERNMENTAL REQUIREMENTS: We will comply with an laws, ordinances and regulations applicable to the use or occupancy of the Premises. (g) SECURITY INTEREST: We will join with you In signing and filing documents and, at our expense, in doing whatever you believe is necessary to perfect and continue the perfection of your lien and security interest in the Premises. . (h) OUR AU1lIORITY TO YOU: Ifwe full to perform our oblisations IIIlder this Deed ofTrust, you may, if you choose, perform our obligations and pay such costs and expenses. You will add the amounts you advance to the sums owing on the Note, on which you will charge Interest at the interest rate set forth In the Note. If, for example, we fan to honor our promises to maintain insurance In effect, or to pay tiling fees, taxes or the costs necessary to keep the Premises In good condition and repair or to perfurm any of our OIher agreements with you, you may, if you choose, advance any sums to satisty any of our agreements with you and charge us Interest on such advances at the interest rate set forth in the Note. This Deed of Trust secures all such advances. Your payments on our bchalfwill not cure our fiIilureto pcrfonn our promises in this Deed of Trust. Any repJacement insurance that you obtain to cover loss or damages to the Premises may be limited to the amount owing on the Note plus the amount of any Prior Deeds of Trust. (i) PRIOR DEED OF TRUST: If the provisions of this paragraph are '!OOIP!eted, this Deed ofTrust is subject and subordinate to a prior deed of trust dated YY\ P\ '=1 l,. 'l,.c) \) '5" and given by us for the benefit of FIRST NATIONAL BANK OF ARIZONA as beneficiary, in the original amount of $212,000.00 (the "Prior Deed of Trust"). We shan nOl increase, amend or modifY the PrIor Deed of Trust without your prior written consent and shall upon receipt of any written notice from the holder of the Prior Deed of Trust promptly deliver a copy of such notice to you. We shall pay and perfonn all of our obligations IIIlder the Prior Deed of Trust as and when required under the Prior Deed ofTros!. 0) HAZARDOUS SUBSTANCES: We shall not cause or permit the presence, use, disposal, storage. or release of any Hazardous Substances on or In tho Premises. We shall not do, nor allow anyone else to do, anything affecting the Premises that is In violation of any Environmental Law. The preceding two sentences shall nOl apply to the presence, use, or storage on the Premises of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Premises. As used in this paragraph, "Hazardous Substances" are those substances defined as toxic or hazardous substances by Bnvironmental Law and the followin& substances: gasoline, kerosene, other t1auunable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials. As used in this paragraph, ''EnvIronmental Law" means federal laws HELOe -WA Deed of Truat wllh MERa Page3of5 F6-4331(WA) (0210) 12M Borrower(.) Inillal& ~ __ 20050511000949.004 and laws of the jurisdiction wbere the Premises are located that relate to health, safety or envirorunental protection. (k) SALE OF PREMISES: We will not sell, transfer ownership of, mortgage or otherwise dispose of our Interest in the Premises, In whole or in part, or permit any other lien or claim against the Premises without your prior written consent (I) INSPECTION: We will pe!1IIit you to inspect the Premises at any reasonable time. NO LOSS OF RIGHTS: The Note and this Deed of Trust may be negotiated or assigned by you wilhout releasing us or the Premises. You may add or release any person or property obligated under the Note and this Deed of Trust without losing your rights in the Premises. DEFAULT: Except as may be prohibited by applicable law, and subject to any advance notice and cwe period if required by applicable law, if any event or condition described In Paragraph l2.A. of the Note occurs, the Trustee may foreclose upon this Deed of Trust by notice and sale or you may foreclose judicially, in either case in accordance with and to the extent provided by law. You may bid at any public sale on all or any portion of the property. In addition, you or the Trustee may, in accordance with applicable law, (i) enter on and take possession of the Premises; (Ii) coOect the rental payments, including over-due rental payments, directly from tenants; (iii) manage the Premises; and (iv) sign, cancel and change leases. We agree that the Interest rate set forth In the Note will continue before and after a default, entry of a judgment and foreclosure or public sa1e. In addition, you shall be entitled to collect all reasonable fees and costs actually incurred by you In proceeding to fureclosure or to public sale, including, but not limited to, trustee's fees, reasonable attorneys' fees (wbether or not there is a judicial proceeding) and costs of documentary evidence, abstracts and title reports. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER: As additional . security , we assign to you the rents of the Premises. You or a receiver appointed by the courts shall be entitled to enter upon, take possesslon of and manage the Premises and col\ect the rents of the Premises including those past due. WAIVERS: To the extent permitted by appllcable law, we waive and release any error or defects in proceedings to enforoe this Deed of Trust and hereby waive the benefit of any present or future laws providing for stay of execution, extension of time, exemption from attachment, levy and sale and homestead exemption. BINDING EFFECf: Each of us shaD be fully responsible for all of the promises and agreements in this Deed of Trust. Until the Note has been paid In full and your obligation to mako funher advances under the Note has been terminated, the provisions of this Deed of Trust will be binding on us, our legal representatives, our heirs and all future oWners of the Premises. This Deed of Trust Is for your benefit and for the benefit of anyone to whom you may assign it. Upon payment In full of all amounts owing to you undec the Note and this Deed of Trust, and provided any obligation to make funher advances under the Note bas terminated, this Deed of Trust and your rights in the Premises sball end. . NOTICE: Exoept for any notice required under applicable law to be given In another manner; (a) any notice to us provided for In this Deed of Trust shall be given by delivering it or by.malling such notice by regular first class mail addressed to us at the last address appearing in your records or at such other address as we may designate by notice to you as provided herein, and (b) any notice to you shall be given by certified mall, return receipt requested, to your address at: FIRST NATIONAL BANK OF ARIZONA 3500 188TH STREET SW #102, LYNNWOOD, WASlDNGTON 98037 or to such other address u you may designate by notice to us. Any notice provided for In this Deed of Trust shall be deemed to have been given to us or you when given in the manner designated herein. RELEASE: Upon payment of all sums secured by this Deed of Trust and provided your obligation to make further advances under the Note has terminated, the Trustee shall discharge this Deed ofTrust without charge to us, except that we shall pay any fees for recording of B reconveyance of this Deed ofTrusl Haoc • WA Deed of TrUat with MERS Page4ot5 FE-4331(WA) (0210)12118 EIoIT-Ca) Initials ~ __ . ~ 20050511000949.005 SEVERABILI1Y: If any provision in this Deed of Trust. is held invalid or \Dlmforc:eabIe, the remaining provisiOllS sball continue In full force and effect GENERAL: You or the Trustee can waive or delay enforcing any of your righlS under this Deed of Trust withoullosing them. Any waiver by you of any provisiOllS "fthis Deed of Trust will not be a waiver of that or any other provision on any other oc:casion. SUBSTITUTE TRUSTEE: Beneficiary may. from time to time, appoint a successor trustee by an instrument executed and aclcnowledged by Beneficiary and recorded in the country in which this Deed of Trust is tecorded, and upon such rCconfation the successor trustee shall become vested with the same powers. rights, duties and authority of the Trustee with the same effect as if oriainally made Trustee hemlnder. . .. ORAL AGREEMENTS OR ORAL COMMITMENTS:ro LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR ·FROM ENFORCING REPAYMENTS OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. MERGER: There shall be no merger of the inlerest or estlue created by this Deed of Trust with any other estate or interest in the Premises at any time held by you or for your benefit without your written consent. . THIS DEED OF TRUST has been signed by each ofus Wider seal on the date first above wri Witness -Grantor (Seal) Witness -Grantor Coanty or -: as. State OfW5HINGTON } On this day perso Iy appeared before me SUE FON~ CilAN to me known to be the !i!" (s) descn'bed in and who~ the within III,Id foregoing:lnstrument, and acknowledged that ey signed the same as hi~eir ~ and voIW1~ and delld, f~ the uses and purposes therein men oned. GIVEN under my hand ~~~~~~ this \Q' VI day~6~f~~~4~~11JffJ~ . :.' /~ ?~~!~-'l~).\'1 /-~ "'~~S\OIV j, ..... <2,.1/ ~ Q:7 •• ~ --r:o\ -y '. 1. i! \,\OTAR}' ~\ ~ ( :0 ----0: ~ • ~ PueuC:} ~'~" ~~;' '1. "-iI;;.·.r'19..o~.··· .r I, r~---:., .,........ .:: II, ~·;:W~ _~,.. . ''\,,~.~ ............ -- HELOC • WA Deed of Trust wItb MERS \ Page5of5 FE-4331(WA) (0210) 12189 ::{" ~:~ :.!. "i:- ·.::'.:. ~o 0 (j ---~'-. .3 -""",---' S / C I ---.;. .. ~ ::.:1' .~ ...... , //." t. -"'·Jro"-~: ;~3:::' ... J .... <~~ LEGE,Nb t:1 FOUND HU8"~~D TACK + FOUND TA~'~:~ S fOUND IofONUWEHT AS oaaem • FOUND RESAR AND CAP OR IRON PIPE AS DESCRlBED R-D-W • RlGfT-OF-WAY mpL. -CEDAR RI'¥£R PPnJNE RESOURCES DEPARTMENT OF lRANSPORTATION RIGHT-OF-WAY PLANS FOR SR-900 DATED 1927 PLAT OF EARUNGTON IN VOLUME 14 ON PAGE 7 RECORDS OF KING COUNTY CITY OF RENTON R.J. STOREY IIAP DATED MAY 27, 1947, FIELD BOOK 100A PAGES 31 AND 32 AND NOV. 1199 FOUND EllER AND ASSOC'S MAP (JOB # 69085 DATED DEC., 1969) NW 1/4, SW 1/4, KING COUNTY, WASHINGTON ANGLE BETWEEN CENTERLINE PlPEUNE R-o-W AND SECllON UN[ 7T36'lS-ME'ASUREO lS95 • 400.22 FEU TO 1/4 CORNER 7T33W CALCULATED 1999 BY HDA ,. 404.96" TO II" CORNER H 2/16/9'9 fOUND 5' Off" SET YON l' Ie yo CONe. iriON. t " 21° '--200' I kOiGCQiNiYliEsr-___ --- ~(l:1"' ~NDMON. W/ 3/8" COPPER PIN ~O.r O.1Y SOUTHERLV OF R-o-W UN[ :a 0 m n m <: m CJ OF EARLINGTON VOL. 14 /PAGE 7 KING COUNTY, WASHINGTON RETRACEMENT SURVEY NOTES BASIS OF BEARING: CITY OF RENTON MONUMENTS, 1056 " 1853 (N6319'29'W) CITY OF RENTON SURVEY CONlRDl. 1995 (NAO 1963/1991) lHIS SURVEY EXGEEOS PRECISION REQUIREMENTS AS SET FORTH IN .. :::/.2/1.".. .. ;: .. ~~ lIZ' ""'N/~TH ......... " ..... . ~f'..;:;::::::-"""2J+,F-:::::::#~I\--\--:-:'.L Cll'p •• 1.3' N. .'1." W. Of""""" ~fION '.,. ...... ~~i~":=.!"'f< .'.:;. SEAffiE WATER DEPARTIIENT rlElD BOOK 2 PAGES 27-29 .. " .LOT lJNE A!l.t3SlUEHTS 1lt4-!1lI' THRU , ... ". '.: "" rOR CEDAR RIVER PIPEUNE RELOCATION AND CONDEMNATION :: "; .. ,:~~ .. ~.=;rro,~SH~~ib ........ ;:: ..:: .::' ':""":' o ~ )m ~~ ()!: -nm :lJ2 m~ ~." O~ 22 ~ ORDINANCE # 3990 DATED 189~ •• :' AUCN flU-T. SAID RClNT ~I.8T .; • ••••• ..:,~ .':: .:': ...... • ••••••• RECORD OF SURVEYS UNDER AUDITOR'S FILE #,S =rI'T~~ ~CE":~U~'{i,:~. S£C..l: .J"' .;~",. .. ... :;. " ....... ""::. 8703169001 THROUGH 87OJ169005 ANO 9012129007 tHE PLA"'.~.rDlSTAH~ YERE ~I~~'~~' ''.:J; ./' .,............ ':.:. ':'':''':, ~1' : .... :: CH'CKED BY, NSC 1/21/00 SIIEET_'_0I_3_ CITY OF RENTON OWN 8VI RLH SCALE, ,". 200' JOI NO. 9815-01 DAlEo (HDRl Horton Dennis &-Associates, Inc. SURVEYOR'S CERTIFICATE Record of Survey':':::""'" , .. .R~COR~E~$::~ERTlF'f~~TE , ... F : .... :-" ,;( ,(;~, Con.unl"" Engln...... PJannen 6: Surveyon Thll mop cOfncUy,......,t. a wrwy mode by , ,;'; .:': .:." .:': ... ;': ./ 320 Seoond A'll" South me or un_ my dnet""'-In ccnfonnortCle with for ned for r.~~ lhla ....8:..-. day ~t:ru .:. . ~.e0t .~)J~: •• .,:~) Kirkland, Walhlngton 98033-6687 ... __ .. to of .. ~'!7:r~ ~t !b'''~ A: ~."io •• ~1Ii>I< .La..A....'Ol SUrv8X":ot P09"ii..Ltt.I ,;' (425)-822-2525 ... -of the ~--~. ot the roquHt of ~ciRTON Df-1'INIS '" A.SSOClATE~flnc. .<" DlI/ISlON OF RECORDS "ElEe'MN~ ... :: if l M~no~er0rkC4: ~~'~T~~~~ords I.~ .. ? ":": .. ,,# :i"" 0::;00:. '\\~, .. " .. "" •.. , .. ,,, .,", .. -..... ,,, .... ,: ..... \ .. {{.~:~::~,)I ii 0.: .. \ / EB (HDR) Horton Dennis &-Associates, Con8ultlnSJ Engln .. n. Plann.n " SurveyoR .120 Second A.,.. South KIr1cland. Waohlnuton 980.53-6687 NW 1/4. SW 1/4. 18-23-4 KING COUNTY. WASHINGTON DETAILS NTS SURVEYOR'S CERTIFICATE EB NTS Record of for ~~~, ~~"4 RAILROAD SPlICE CITY OF RENTON S /~ft'A i NTS ~ f/ ONMNr II ~~ -'·11 .......... : .. :.: ..... ::.::~ .. , " .' :~. \.~. m ~ ~ ~ ~ ! , SCAlE IN fEET 1./' .... ,.",... 9?.QQQO~O 6' 9000QOl. /.$5 /6'r~ ./." .,'., NW 1/4, SW 1/4, 18-23-4 .i:: .,.:.' "., "....... KING COUNTY, WASHINGTON ,/"". :/:.,'::./'''''' I I . BLOCK 5, 6 AND 7 DETAILS 1"=100' :i" t:. :·:::::a .• :.:, '\~" PLAT OF EARLINGTON VOL. 14 /pMJE 7 KING COUNTY. WASHINGTON lHOR) Horton Dennis &-Associates, Conauttlng Engln"n, Plann,,. I:: SUrveyor. 320 Second Av., South Inc. OWN IV: RLH CHECkED IY, NSC Khidond. Woah'nvtan V8033-6687 (425)-822-2525 SCAL£r 1-. 100' .... NO. V815-01 DAm 1/21/00 SlUT _3_ ., _3_ SURVEYOR'S CERTifiCATE ~. ",. ./';'.:>'j,. ----- •..•.•. .,' :to"""" ..... \; .t',.,,; r· .. · .. ):.'· Record of Surv~y.·"",,,, h.R«:e6'R'~.B~~ c~·t;~lc~~i'" :.'/'." ,.~~;~. 'f::~;~, for Flad r",,~:~d ~~': __ d~l"or .;: ",\0,"-ot ;>""./ ____ .,~".~.~ --...i:... .r '"JOYS .t PJl'l" __ .: at the request at HORT~·.OCNNIS ~ 'ASSOCIA#S. Inc. /;:' CITY OF RENTON OM:ON ;~ ... Fllt;n~~' {{ .;f,., . a:;oger SUpertntend.nt ~.f Records .. $' """' •. .H 20050506001763.001 AFTER RECORDING MAIL TO: Sue Fong Chan P.O. Box 2221 Renton, WA 98056 11111····· ............. . 2005051111,,11111 FlltST AMERICAN 1m 21 .... 63 PAGEI11 OF lIZ • .,.. ~/'8/Z115 14:17 KING COUNTY, lolA E2121222 1'186/2805 14:03 KT~ eouNTY'1~.I' SALE $2Ii:iIi .•• Filed for Record at Request of: TIcor TItle Company PAGElll OF 1.1 STATUTORY WARRANTY DEED d-/ -It ZJJ THE GRANTOR(S) FIRST AMERICANSLlYJl( Tony Chiu Shing Sung and Vivian Pul Kau Sung, husband and wife for and In consideration of Ten Dollars and Other Good and Valuable Consideration which is paid to a Qualified Intermediary as part of a Section 1031 deferred exchange in hand paid, conveys, and warrants to Sue Fong Chan, an unmarried woman the following described real estate, situated In the County of King, State of Washington: Lots 1 and 2, Block 2, Earlington, according to the Plat thereof recorded in Volume 14 of Plats Page 7, Records of King County, Washington. Exoept the South 50 feet thereof. Subject to easements, covenants, conditions and restrictions shown on Exhibit "A" as hereto attached and by this reference made a part hereof. Assessor's Property Tax Parcel/Account Number: 214370-0075-09 Dated: April 27, 2005 To"" h'. S""" * STATE OF Washington COUNTY OF King I oertify that I know or have satisfactory evidence that Tony Chlu Shing Sung and Vivian Pui Kau Sung are the persons who appeared before me, and said persons acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in this Instrument EXHIBIT "A" TO STATIITORY WARRANTY DEED SUNG TO CHAN Easement, including terms and provisions contained therein: Recording Information: 4284893 For: laying and connecting upa sewer Said easement contains a provision for bearing equal cost of maintenance, repair or reconstruction by the common users. 20050506001763.002 Conditions, notes, easements, provisions contained and/or delineated on the face of the Su/Vey recor.cled under Recording No. 20000208900002 , In King County, Washington • ! j .. . : .. ..... .' , ", .:! : 20050506001764.001 . After recording I)lease retum to: IndyMac Bank, F .S.B. clo Document Managem:mt .. [Company Name] [Name of Natural Person] 3465 E. Foot:hi.ll Blvd. [Street Address] IIIIIIIIIIII~IU 20050506001764 FIRST AMERICAN DT 38.00 PAGE001 OF 019 05/06/2005 14:17 KING COUNTY, LlA Pasadena, CA 91107 [City. State Zip Code] Assessor"s Property Tax Parcel or Account Number: 214370007509 Abbreviated Legal Description: IDts 1-2, Block 2, Earlington, Vol. 14, P. 7~: 214370-0075-09 -----------[Space Above This Une For RecordIng Data] ----------- DEED OF TRUST DEFINITIONS :IRST AMERICAN ~l4JY NUN 100055401212523536 Words used in multiple sections of this document are defined below and other words are defined in Sections 3, II, 13,18,20 and 21. Certain rules regarding the usage of words used in this document are also provided in Section 16. (A) "Security Instrument" means this document, which is dated April 27, 2005 together willl all Riders to Uris docwnent. (B) "Borrower" is SUe Pong Chan, an unmarried 'WCI1laIl . Borrower is the trustor under this Security Instrument (9 "Lender"is· IridyMac Bank, F.S.B. ~ a f~y chartered savingS: bank Lender is a Federal Savings Bank owmized and existing under the laws of united states of America . Lender's address is· 155 North J:.ake Avenue, Pasadena, C'A 91101 (D) "Trustee" is Ticor Title InSurance catpany (E) "MERS" is Mortgage Electronic Registration Systems, Iitc. MBRS is a sepamte corporation Utat is acting solely as a nominee for Lernter arid Lendet's. sucCessors and assigits: MERS is the beneficiary under this Security loan No: 121252353· . Wahln",lon ~ ofTrust-8ingle Famil~.FannIe MlIeIF'l'eddfe Mac UNIFORM INSTRUMENT -THF.C.!!~ INC.-III1IIIIIIII111 Pagelof14 MERS MocUfted Fonn 3048 0110J 14301WA 0lIIIO 02000, The CoIIIpIianoe Soun>o, Inc. 20050506001764.002 Instrument. MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MERS. (F) "Note" means the promissoty note signed by Borrower and dated April 27, 2005 The Note slates that Borrower owes Lender two hwldred thirty ~ thousand and NO/10oths Dollars (U.S. $ 232,000.00 ) plus interest. Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not later than May 1, 2035 (G) "Property" means tbe property that is descn"bed below under the heading "Transfer of Rights in the Property." (H) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note. and all sums due under this Security Instrument, plus interest. (I) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower (check box as applicable]: ill Adjustable Rate Rider o Condominium Rider o Second Home Rider o Balloon Rider o Planned Unit Development Rider o Biweekly Payment Rider o 1-4 Family Rider o Revocable Trust Rider o Other(s) {specify] (J) "Applicable Law" means all controlling applicable federal, state and local statutes. regulations, ordinances and administrative niles and orders (that have the effect of law) as well as all applicable final, non-appealable judicial opinions. . (K) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges tImt are imposed on Borrower or the Property by a condominimn association, homeowners association or similar organization. (L) "Electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic tenninal, telephonic instrument, computer, or magnetic tape so as to order. instruct, or authorize a financial institution to debit or credit an account. Such tenn includes, but is not limited to, point.of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. (M) "Escrow Items" means those items that are described in Section 3. (N) "MiscellaneouS .Proceeds" means any compensation, settlement. award of damages. or proceeds paid by any third party (other·thari insurance proceeds paid tinder the ~ges descnbed in Section 5) for: (i) damage to, or destmction 0'. tlle Property; (ii) condenmation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations of, or omissions as to, the value and/or condition of the Property. (0) "Mortgage Insurance" means insumnce protecting Lender against the nonpayment of, or default on, the Loan. (P) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the Note, plus (ii) any amowits under Section 3 of this Security Instrument Loan No: 121252353 Washington DeflI ofTnlst-8ingle FlII1Iilf.iFllllllie MaelFreddle Mae UNIFORM INSTRUMENT -TIlE Cor.tP~CF. SOUJlCE.INc.-II1IIIIIIII111I Pagel of14 1<WW...",.pl .... ~com . MERS ModUIett Form 3048 01101 1410IWA 0IlOO 02000, no Compliance Soun>e, IIIc. 20050506001764.003 (Q) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. §2601 et seq.) and its implementing regulation, Regulation X (24 C.F.R Part 3500). as they might be amended from time to time. or any additional or successor legislation or regulation that governs the same subject matter. As used in this Security Instrument. "RESPA" refers to all requirements and restrictions that are imposed in regard to a "federally related mortgage loan" even if tlle Loan does not qualify as a "federally related mortgage loan" under RESP A. (R) "Successor in Interest of Borrower" means any party that bas taken title to the Property. whether or not that party bas assumed Borrower's obligations under the Note and/or this Security Instrument. TRANSFER OF RIGHTS IN THE PROPERTY The beneficiary of tllis Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns) and the successors and assigns ofMERS. This Security Instrument secures to Lender: (i) the repayment of the Loan. and all renewals. e~1ensions and modifications of tile Note; and (ii) the perfonnance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following descn'bed property located in the County of King [Type of Recording Jurisdiction] [Name of Recording Jurisdiction] Lots 1 and 2 , Block 2, Earlington, according the Plat thereof recorded in Volurce 14 of Plats Pate 7, RecoJ:ds of King County, Washington. Except the South 50 feet thereof. APN: 214370-0075-09 which currently has the address of Renton • Washington [city} 405 SW Langston Road [Street] 98055 ("Property Address"): [Zip Code} TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrwnent. All of tile foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instnunent. but, if necessary to comply with Jaw or custom, MERS (as nominee for Lender and Lender's successors and assigns) has tile right: to exercise any or all of those interests, including, but not limited to. the right to foreclose and sell the Property; and to take any action required of Lender including. but not limited to. releasing and canceling tbis Security Instrument BORROWER COVENANTS that Borrower is lawfully seised of tile estate hereby conveyed and has the right to grant and convey tbe Property and that tile Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. Loan No: 121252353 Washington Dee4 orTnut.Single Familt.Famde MaeIFreddie Mae UNIFORM INSTRUMENT -TJI£ CO~fPJ.JANCE So\lJlCE, INC.-1111111111111111 Page 3 ofl4 ,,---~.""'" MERS ModIflecl FOnD 304S 01/01 14JOlWA 0IlOO C2IlOo. The CcmpIianco So.-, Ino. 20050506001764.004 UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: t. Payment of Principal, Interest, Escrow Items, Prepayment Charges, and Late Cbarges. Borrower shall pay when due the principal of, and interest on, the debt evidenced by the Note and any prepayment charges and latc charges due under the Note. Borrower shall also pay funds for Escrow Items pursuant to Section 3. Payments due under tlle Note and this Security Instnunent shall be made in U.S. currency. However, if any check or othcr instrument received by Lender as payment under the Note or this Security Instrument is retmned to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following forms, as selected by Lender: (a) cash~ (b) money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instnunentality, or entity; or Cd) Electronic Funds Transfer. Payments are deemed received by Lender when received at the location designated in the Note or at such otber localion as may be designated by Lender in accordance with the notice provisions in Section IS. Lender may return any payment or partial payment if the payment or partial payments are insufficient to bring the Loan current. Lender may accept any payment or partial payment insufficient to bring tlte Loan current, without waiver of any rights hereunder or prejudice to its rights to refuse such payment or partial payments in tlte future, but Lender is not obligated to apply such payments at tbe time such payments are accepted. If each Periodic Payment is applied as of its scheduled due date, then Lender need not pay interest on unapplied funds. Lender may hold such unapplied funds until Borrower makes payment to bring the Loan current If Borrower does not do so within a reasonable period of time, Lender shall either apply such funds or return them to Borrower. If not applied earlier, such funds will be applied to the outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim which Borrower might have now or in tlte future against Lender shall relieve Borrower from making payments due under the Note and this Security Instrwnent or perfonning tlte covenants and agreements secured by this Security Instrument. 2. Application of Payments or Proceeds. Except as otherwise described in tlris Section 2, all payments accepted and applied by Lender shall be applied in tlte following oIder of priority: (a) interest due under the Note~ (b) principal due under tlte Note; (c) amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under tl1is Security Instrument, and tlten to reduce tlte principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding, Lender may apply any payment received from Borrower to tlte repa)1TIcnt of the Periodic Payments if, and to the extent that, each payment can be paid in full. To the extent that any excess e.xists after tlte payment is applied to the full payment of one or more Periodic Payments, such ex.cess may be applied to any lale charges due. Voluntmy prepayments shall be applied first to any prepayment charges and then as described in the Note. Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal due under tlte Notc shall not e.xtend or postpone the due date, or change the amount, of the Periodic Payments. ~ Funds for Escrow Items. Borrower shall pay to Lender on tlte day Periodic Payments are due under the Note, until tlte Note is paid in full, a swn (the "Funds") to provide for payment of amounts due for: (a) taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b) ieasehold payments or ground rents on the Property, if any. (c) premiums for any and aU insurance required by Lender under Section 5; and (d) Mortgage Insurance premiwns, if any, or any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums in accordance with tlte provisions of Section 10. These items are called "Escrow Items." At origination or at any time during the term of the Loan, Lender may require that Community Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and assessments shall be an Escrow Item. Borrower shall promptly furnish to Lender all notices of amounts to be paid Wlder this Section. BOllOwer shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds for any or aU Escrow Items at any time. Any such waiver may only be in writing. In (he event of such waiver. Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shall furnish to Lender Loan No: 121252353 Washington DHd otTrust-8ingle Fanrilt.Famde MaeJFreddie Mac UNIFORM lNSTRUMENf MERS ModUled Form 3048 01101 -TlU:C,!!,,=~~..!..E, INc.-II1III1IIIIII11 Paae 4oft4 C2OOO, Tho~:!.e.-:: 20050506001764.005 receipts evidencing such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 9 and pay such amount and Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section IS and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts. that are then required under this Section 3. Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximwn amount a lender can require under RESPA. Lender shan estimate the amount of Funds due on the basis of current data and reasonable estimates of e.'-penditures of futl1re Escrow Items or otherwise in accordance with Applicable Law. TIle Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender sball not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifYing the Escrow Items, wlless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a cllarge. Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, wilbout charge, an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account to Borrower for the excess funds in accordance with RESPA. If there is a shortage of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESPA, but in no more than 12 monthly payments. If there is a deficiency of Funds held in escrow, as defined under RESPA, Lender shall notify Borrower as required by RESP A, al'!d Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with RESPA, but in no more than 12 monthly payments. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges; Liens. Borrower shan pay all taxes, assessments, charges, fines, and impositions attributable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any, and Community Association Dues, Fees, and Assessments, if any. To lbe extent that Ulese items are E.c;crow Items, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, but only so long as Borrower is performing sucb agreement; (b) contests the lien in good faith by, or defends against enforcement of the lien in, legal proceedings which in Lender's opinion opemte to prevent the enforcement of the )jen wlliJe those proceedings are pending. but only until such proceedjngs are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument. If Lender deteimines that any part of the Property is subject to a: lien which can attain priority over this Security Instrumeilt,. Lender may give Borrower a notice identifying the lien. Within 10 days of the date on which that notice is given, Borrower shall satisfy the lien or take one or more of the actions set forth above in this Section 4. Lender may require Borrower to pay a one-time charge for a real estate tax verification and/or reporting service used by Lender in connection with this Loan. S. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the leon "extended coverage," and any other hazards including. but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in the amounts (including deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier Loan No: 121252353 Washington Deed ofTrust-Singte Fami~.FBJUJ1e MaelFreddie Mac UNIFORM INSTRUMENT MERS Modifted Fonn 3048 01101 -Till': COMPU.\NCK SOtlJtC'.F., INc.-III1IIIIIIIIII1 Pale 5 of14 l<t30JWA 08/00 ,,_.compIlIWCS<'CllOO....... 02000. lbe Compliance Source. Inc. 20050506001764.006 providing the insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, which rigbt shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan. either: (a) a one"time charge for flood zone determination, certification and ttacking services; or (b) a one-time charge for flood zone detennination and certification services and subsequent charges each time remappings or similar changes occur which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with tbe review of any 1100d zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, , at Lender' s option and Borrower's e.-qxmse. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, against any risk, hazard or liability and might provide greater or lesser coverage than was previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed tbe cost of insurance that Borrower could have obtained Any amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower secured by this Security Instrument. 111ese amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, witb sucb interest, upon notice from Lender to Borrower requesting payment. All insurance policies required by Lender and renewals of such policies shall be subject to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any fonn of insurance coverage. not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee andlor as an additional loss payee. In'the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the underlying insurance was required by Lender, sbalI be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender bas had an opportunity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspection shall be llDdertak:en promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters, or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the restoration or repair is not economicaUy feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instnunent, whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2 . . If Borrower abandons the Property, Lender may file, negotiate and settle any available insurance claim and related maHers. If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to ~ttle a claim, then Lender may negotiate and settle the claim. The 30-day period will begin when ,the notice is given. In either event, or if Lender acqujres the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under the Note or this Security Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned premiwlls paid by Borrower) under all insurance policies covering the Property, insofar as suCh rights arc applicable to the coverage of the Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due. 6. ,OcCupancy. Borrower shall occupy, estabUsh, and use the Property as Borrower's principal residence within 60 days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal reSidence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing. which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. Loan No: 121252353 Washington Deed of'frlult-Single Familr,-FlIJIJIie MaeJFrecJdie Mae UNIFORM INSTRUMENT -THE COMI'LJA.~CE So\JltCF .. INc.-1111111111111111 Page" of14 ..,...,~..." MERS ModUled Fonn 3048 OIIOl 14J01WA 08IIl0 02ooo.1he CornpIionce ~ Inc. 20050506001764.007 7. Preservation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy. damage or impair the Property. allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property. Borrower shall maintain the Property in order to prevent the Property from deteriorating or decreasing in value due to its condition. Unless it is determined pursuant to Section S that repair or restoration is not economically feasible. Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to. or the taking of. the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. If the insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieved of Borrower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it has reasonable cause, Lender may inspect the interior oftbe improvements on the Property. Lender shall give Borrower notice at the iime of or prior to sllch an interior inspection specifying such reasonable cause. 8. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent ga""c materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lender witll material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence. 9. Protection of Lender's Interest in the Property and Rights Under this Security Instrument. If (a) Borrower fails to perform the covenants and agreements contained in this Security Instrwnent, (b) there is a legal proceeding that might significantly affect Lender's interest in the Property andlor rights under this Security Iitstrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over this Security Insbument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in thc Property and rights Wlder this Security Instrument, including protecting and/or assessing the value of tlteProperty, and securing and/or repairing the Property. Lender's actions can include, but are not limited to: (8) paying any sums secured by a lien which has priority over this Security Instrument; (b) appearing in court; and (c) paying reasonablc attorneys' fees to protect its interest in the Property andlor rights Wlder this Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to. entering tbe Property to make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off. Although Lender may take action under this Section 9, Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 9. Any amounts disbursed by Lender Wlder this Section 9 shall become additional debt of Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate from the date of disbursement and shall be payable, \Vitlt such interest, upon notice from Lender to Borrower requesting payment If this Security Instrwnent is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquireS fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 10. Mortgage Insurance. If Lender required Mortgage Insmance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. If. for any reason, the Mortgage Insurance coverage required by Lender ceases to be available from the mortgage insurer that previously provided such insurance and Borrower was required to make separately designated payments toward the premimns for Mortgage Insurance, Borrower shall pay the premiums required to obtain coverage substantially equivalent to the Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower of the Mortgage Insurance previouSly in effect, from an alternate mortgage insurer selected by Lender. If substantially equivalent Mortgilge Insuran~ coverage is not available, Borrower shall continue to pay to Lender the amount of the separately designated paytDCrlts that were due when the Insurance coverage ceased to be in effect. Lender will accept, use and retain these pa~nents as a non-refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be I.pan No: ~1252353 Washington Deed ofTruat-Singlc F8IniIr,-Fannle MaelFredcJJe Mac UNIFORM INSTRUMENT MERS ModIfted Fonn 3048 01101 -THECOMPUANCESOvaCE,lNc.-III1IIIIIIIIII1 Pap 7oU4 J'-1IIlWA 0II8t www.~_C2000.11Ie~SoIIrce.bIC. 20050506001764.008 . llon"refundabtc, llot\\'ithslanding the fact that the Loan is ultimately paid in full. and Lender shall not be required to pay Borrower any interest or earnings on such loss reserve. Lender can no looger require loss reserve paymeots if Mortgage Insurance coverage (in the amount and for the period that Lender requires) provided by an insurer selected by Lender again becomes available, is obtained, and Lender requires separately designated payments toward the premiwns for Mortg.1ge Insurance. If Lender required Mortgage Insurance as a condition of making the Loan and Borrower was required to make separately designated payments toward the premiums for Mortgage Insurance, Borrower sball pay the premiums required to maintain Mortgage Insurance in effect, or to provide a non"refundable loss reserve. until Lender's requirement for Mortgage Insurance ends in accordance with any written agreement between Borrower and Lender providing for such termination or until tennination is required by Applicable Law. Nothing in this Section 10 affects Borrower's obligation to pay interest at the tate provided in the Note. Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incllr if Borrower does not repay the Loan as agreed Borrower is not a party to the Mortgage Insurance. Mortgage insurers evaluate their total risk on all such inSUJ3Ilce in force from time to time, and may enter into agreements with other parties that share or modify their risk, or reduce losses. These agreements are 00 terms and conditions that are satisfactory to the mortgage insurer and the other party (or parties) to these agreements. These agreements may require the mortgage insurer to make payments using any source of funds that the mortgage insurer may have available (which may include funds obtained from Mortgage Insurance premiwns). As a result of these agreements, Lender, any purchaser of the Note, another insurer, any reinsurer, any other entity, or any affiliate of any of the foregoing, may receive (directly or indirectly) amounts that derive from (or might be characterized as) a portion of Borrower's payments for Mortgage Insurance, in exchange for sharing or modifying the mortgage insurer's risk, or reducing losses. If such agreement provides that an affiliate of Lender takes a share of the insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often tenned "captive reinsurance." Further: (a) Any such agreements wiD not affect the amounts that Borrower has agreed to pay for Mortgage Insurance. or any other terms of tbe Loan. Such agreements wUl not increase the amouut Borrower wiD owe for Mortgage Insurance, and they WI') not entitle Borrower to any refund. (b) Any sucb agreements will not affect the rights Borrower has -if any -with respect to the Mortgage Insurance nnder the Homeowners Protection Act of 1998 or any other law. These rights may include the right to receive certain disclosures, to request and obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated automatically, and/or to receive a refund of any Mortgage Insurance premiums that were unearned at the time of such cancellation or termination. 11. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds are hereby assigned to and shall be paid to Lender. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such Miscellaneous Proceeds until Lender has bad an opportwtity to inspect such Property to ensure the work has been completed to Lender's satisfaction, provided that such inspectioo shall be undertaken promptly. Lender may pay for the repairs and restoration in a single di~ursement or in a series of progress payments as the wolk is completed. Unless an agreement is made in writing or ApplicabJeLaw requires interest to be paid on such Miscellaneous Proceeds, Lender shaI1 not be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2. In the event of a total taking. destruction, or loss in value of the Property. the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due. with the excess, if any, paid to Borrower. In the event of a partiaI taking, destruction, or loss io value of the Property in which the fair market value of the Property immediately before the partial taking, destruction, or loss in value is equal to or greater than the amount of the swns secured by this Security Instrument immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing. the sums secured by this Security Instrument shaII be !Dan No: 121252353 . 20050506001764.009 reduced by the amount of the Miscellaneous Proceeds multiplied by the following !taction: (a) the total amount of the sums secured immediately before the partial taking. destruction, or loss in value divided by (b) the fair market value of the Property immediately before the partial taking. destruction, or loss in value. Any balance shall be paid to Borrower. In the event of 8 partial taking. destruction, or loss in value of the Property in which the fair market value of the Property immediately before the partial taking. destruction, or loss in value is less than the amount of the sums secured immediately before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree in writing. the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due. If the Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an awan:! to settle a claim for damages, Borrower fails to respond to Lender ~ithin 30 days after the date the notice is given, Lender is authorized to collect and apply the Miscellaneous Proceeds either to reStoration or repair of the Property or to the sums secured by this Security Instrument, whether or not then due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds. Borrower shall be in default if any action or proceeding, whether civil or criminal, is begun that, in Lender's judgment, could result in forfeiture of the Property or other material impainnent of Lender's interest in the Property or rights wlder this Security Instrument Borrower can cure such a default and, if acceleration has occurred. reinstate as provided in Section 19, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment. precludes forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that are attributable to the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in the order provided for in Section 2. 12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall not be required to commence proceedings against any Successor in Interest of Borrower or to refuse to ~1end time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including. without limitation, Lender's acceptance of payments from third persons, entities or Successors in Interest of Borrower or in amounts less than the amOWlt then due, shall not be a waiver of or preclude the exercise of any right or remedy. 13. Joint and Several Liability; C~signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However, any Borrower who co-signs this Security Instrument but docs not execute the Note (a "co-signer"): (a) is co-signing this Security Instrument only to mortgage, grant and convey the co-signer's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Security Instrmnent; and (c) agrees that Lender and any other Borrower cap agree to CA1end, modify, forbear or make any accommodations with regard to.the terms of this Security Instrument or the Note without the co-signer's consent Subject 10 the provisions of Section 18, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing. and is approved by Lender, shall obtain all of Borrower's rights and benefits under this Security Instrument Borrower shall not be released from Borrower's obligations and liability under tbis Security Instrument unless Lender agrees to such. release in writing. The covenants and agreements of this Security Instrument shall bind (e."Ccept as, provided in Section 20) and benefit the successors and assigns of Lender. 14. Loan Charges. Lender may charge Borrower fees for services performed in connection with Borrower's default, for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument, including, but not limited to, attorneys' fees, property inspection and valuation fees. In regard to any otber fees, the absence of express authority in this Security Instrwnent to charge a specific fee to Borrower shall not Loan No: 121252353 Washington Deed ofTnlst..single Familr,-Fannie MHJFrecIdIe Mac UNIFORM INSTRUMENT -TIm COMPUANCE SOllRCE, INc.-1111111111111111 Page 9orI4 ...... ~.com MERS Modified Fonn J048 01101 lGllWA GIIOO 02000.1bc ~Soutce,IIIc. 20050506001764.010 be construed as a prolubition on the charging of such fee. Lender may not charge fees that are expressly prolubited by tlris Security Instrument or by Applicable Law. If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the interest or otber loan charges collected or to be collected in coIUlection with the Loan exceed the permitted . limits, then: (a) any such loan charge shall be reduced by the amowit necesscuy to reduce the charge to the permitted limit; and (b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower. Lender may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial prepayment without any prepayment charge (whether or not a prepayment charge is provided for under the Note). Borrower's acceptance of any sucb refund made by direct payment to Borrower will constitute a waiver of any right of action Borrower might have arising out of such overcharge. . 15. Notices. All notices given by Borrower or Lender in connection with this Security Instrument must be in writing. Any notice to Borrower in connection with this Security Instniment shall be deemed to have been given to Borrower when mailed by first class mail or when actually delivered to Borrower's notice address if sent by other means. Notice to anyone Borrower shall constitute notice to all Borrowers unless Applicable Law expressly requires otherwise. The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender. Borrower shan promptly notify Lender of Borrower's change of address. If Lender specifies a procedure for reporting Borrower's change of address, :then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice address under this Security Instrument at anyone time. Any notice to Lender shall be given by delivering it or by mailing it by first class mail to Lender's address stated herein unless Lender has designated another:a4dress by notice to Borrower. Any notice in connection with this Security Instrument shall not be deemed to have .~ given to Lender until actuaJly received by Lender. If any notice required by this Security Instrument is also reqWfed under AppUcable Law, the Applicable Law requirement will satisfy the corresponding requirement under this Seciuity Instrument. 16. Go\'eming La,,; Severability; Rules of Construction. .Ti1is Security Iristrument shall be governed by federal law and the law of the jurisdiction in which the Property is l~ted. All rights and obligations contained in this Security Instrument are subject to any requirements and lirnitittiPns of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it inight be silent, but such silence shall not be construed as a prohibition against agreement by contract. In the event ~t any provision or clause of this Security Instrument or the Note conflicts with Applicable Law, such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. As used in this Security Instrument: (a) words of the maSculine gender shall mean and include corresponding neuter words or words of the feminine gender; (b) words in the singular shaI1 mean and include the plural and vice versa; and (c) the word "may" gives sole discretion without any obligation to take any action. 17. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument 18. Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest in the Property" means any legal or beneficial interest in the Property, including. but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. . . If all or any part of the Property or any Interest iit the Property is sold or ~erred (or if Borrower is not a natural person aruJ a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require inunediate payment in full of all sums secured by this Security Instrument However, this option shall not be exercised by Lender if such exercise is prolubited by Applicable Law. . If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all Sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the e. ... piration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 19. Borrower;. Rigbt to Reinstate Mter Acceleration. IfBo~ower meets certain conditions, Borrower shall have the rigllt to have enforcement of this Security Instrument disCo~tinued at any time prior to the earliest of: (a) five days before sale of the Property pursuant to any power of sale contained in this Security Instrument; (b) such Loan No: 121252353 Wubbtgton Deed ofTnut-Singlc Fami'r:Fannte Mae/Freddle Mae UNIFORM INSTRUMENT MERS Modified Fonn 3048 01101 -THECoMl'l.WlCESotIRCE, INc.-,11111111111111 Page IOotl4 UJ01WA 01IlOO ....... C<lIl1JlIIan<cscom ()lOOO, The CcmpIiance Sowce,lno. 20050506001764.011 . other period as Applicable Law might specify for the termination of Borrower's right to reinstate; or (c) entry of a judgment enforcing this Security Instrument Those conditions are that Borrower: (a) pays Lender all sums which then would be due under this Security Instnunent and the Note as if no acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses incuried in enforcing this Security Instrument, including, but not limited to, reasonable attorneys' fees, property inspection and valuation fees, and other fees incurred for the purpose of protecting Lender's interest in the Property and rights under this Security Instrument; and (d) takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums secured by this Security Instrument, shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more oftbe following forms, as selected by Lender: (a) cash; (b) money order, (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an in$titution whose deposits are insured by a federal agenCy, instrumentality or entity; or (d) Electronic Funds Transfer. Upon reinstatement by Borrower, this Security Instrument and obligations secured hereby shall remain fully e~ective as if no acceleration bad occurred. However. tlris right to reinstate shall not apply in the case of acceleration under Section 18. 20. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest in the Note (together with t1ris Security Instrwnent) can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity (known as the "Loan Servicer") that.coJlects Periodic Payments due under the Note and this Security Instrument and performs other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. If there is a change of the Loan Servicer, Borrower will be given written notice of the change whicb will state tbe name and address of the new Loan Servicer, the address to which payments should be made and any other information RESP A requires in connection with a notice of transfer of servicing. If the Note is sold and . thereafter tlle Loan is serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless othenvise provided by the Note Purchaser. Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or tbe member of 8 class) that arises from the other .paIty's actions pursuant to this Security Instrument or that alleges that the other party has breached any provision of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender bas notified the other party (with such notice given in compliance with the requirements of Section 15) of such alleged breach and afforded the other party hereto a reasonable period after tlle giving of such notice to take corrective action. : If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this paragrnplt The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice and opportunity to take corrective action provisiOns of this Section 20. 21. Hazardous Substances. As used in this Section 21: (a) "Hazardous Substances" are those substances defined as toxic or hazardous substances, pollutants, or wastes by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and hetbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materialsi (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that ~ate to health, safety or environmental protection; (c) "Environmental Cleanup" includes any response action,: remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condition" means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup. Borrower shall not cause or permit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (a) that is in violation of any Environmental Law, (b) which creates an Environmental Condition, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence, use, or storage on the Property of smaIl quantities of Hazardous Substances that are generally ~gnized to be appropriate to nonna! residential uses and to maintenance of the Property (including, but not limited to, bazardous substances in consumer products). Loan No: 121252353 Washington DrecI orTrust-8ingle Fanu'tPIIIIIIIe MaelFreddle Mac: UNIFORM INSTRUMENT -THE CO~CE SOURCE, 1Nc.-III1IIIIIIIII11 Page 11 of 14 www.«<npliancoSc>Ulq.ccm MERS ModItled Form 3048 01101 20050506001764.012 Borrower shall promptly give Lender written notice of (a) any investigation. claim. demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition. including but nollimited to, any spilling, leaking, discharge, release or threat of release of any Hazardous Substance, and (c) any condition caused by the presence, use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns, or is notified by any governmental or regulatory authority, or any private party, tbal any removal or other remediation of any Hazardous Substance affecting the Property is necessary, Borrower shall promptly take aU necessary remedial actions in accordance with Environmental Law. Nothing berein shall create any obligation on Lender for an Environmental Cleanup . . NON"UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 22. Accderation; Remedies. Lender shall give notice to Borrower prior to attderation foUowing Borrower's breach of any covenant or agreement in this Security Instrum~t lbut ~~t prior to acceleration under Section 18 unless Applicable Law provides otherwise). The notice sball sptclfy: (a) tbe default; (b) the action required to cure the default; (c) a date, not less than 30 days from tbe date the notice is given to Borrower, by which the default must be cured; and (d) that failure to cure the default on or before the date specified in the notice may result in Ilcc:deration of tbe sums secured by this Security Instrument and sale of tbe Property at public auction at a date not less than 120 days in the future. : The notice sball further inform Borrower of the right to reinstate after ac:cderation, the right to bring a court action to assert the non- existence of a default or any other defense of Borrower to ac:c:eJeration and sale, and any otber matters required to be included in the notice by Applicable Law. If tbe default is not cured on or before the date specified in the notice, Lender at its option, may require i~ediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and/or any other remedies permitted by AppUcable Law. under sball be entided to collect ail eXpenses Incurred in pursUing tbe remedies provided in this Section 22, inclnding, but not limited to, reasonable attomeys' fees and costs of title evidence. If Lender invokes tbe power of sale, Lender shaD give written notice to Trustee of the occurrence of an event ~f default and of Lender's election to cause tbe Property to be sold~ Trustee and Lender shall take such action regarding notice of sale and sball give sucb notices to BOITower and to other persons as Al>plicable Law may require. Arter the time required by Applicable Law ~d 84er:publication of tbe notice of sale, Trustee, without demand on Borrower, shall sell the Property at pub,lic auction to tbe highest bidder at the time and place and under tbe terms designated in tbe notice of sale in: on~ or more paRds and in any order Trustee determines. Trustee may postpone sale of tbe Property for. perlod or periods permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase tbe Property at any sale. Trustee shall ddh'Cr to tbe purchaser Trustee's deed conveying the Property witbout any covenant or warranty, expressed or implied. The recitals in tbe Trustee's deed shall be prima facie evidence of the truth of the statements made tberein. Tnlstee sball apply the proceeds of :the. sale in the following order: (a) to all expenses of the sale, including, but not limited to, reasonable TliJ~'s:imd:.~omeys' fees; (b) to all sunis secured by this Security Instrument; and (c) any excess to the person or persou:.' legally entitled to it or to the clerk of the superior court of tbe county in whicb the sale took place. . 23. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and sball surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without wammty to the person or persons tegaUy entitled to it. Such person or persons sball pay any recordation costs and the Trustee's fee for preparing tlle reconveyance. 24. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereWlder who bas ceased to act. Wi~ol,1t conveyance of the Property, the successor truslee shall succeed to all the title, power and duties conferred upon TrUstee herein and by Applicable Law . .lQM. 1iO: 121252353 WllSblneton Deed ofTrust.single Familt.FIIIUlle MaelFreddle Mae UNIFORM INSTRUMENT -THE COMPLW(CE SOURct:.lNC.-III1III1IIIII11 Pale 12 orl4 W'NW.complia"o".oultuml MERS Modlfled Fonn 3048 OlJ()t 14JOIW A I11III ClOOo. The Complionce ~ Inc. . 20050506001764.013 2S. Usc of Property. The Property is not used principally for agricultural purposes. 26. Attorneys' Fees. Lender shall be entitled to recover its reasonable attorneys' fees and costs in any action or proceeding to construe or enforce any tenn of this Security Instrument The term "attorneys' fees". whenever used in this Security Instrument. shall include without limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. BY SIGNING BELOW. BOlTOwer accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider executed by BolTOwer and recorded with it. Witnesses: Printed Nalne: _________ _ (p19aS>e CompIete1 -------------------------~~) -Borrower Printed Name: _________ _ -------------------------(~) -Borrower [PrtnlfKJ Nam&} _________________________ (S~ -Borrower (Prtnted Nam&] ------------(Acknowledgmenton PoHoWing Page1------------ loan No: 121252353 WuJdngton ~ ofTrust-Singlo Fami~;l1lllDle MadFreddIe Mac UNIFORM INSTRUMENT -THECm~CF.SOVRa.INc.-111111111111111 PaeelJor14 www...,..~ .... MERS Modified Form 3048 01101 14301W'" 0IlOO 0l000. The CcmpIiance ScI-. Inc. 20050506001764.014 Stateof ~\)(A6\j\lV,~n § ~'v\~ § SS.: County of , I § I certify that I know or have satisfactoty evidence that SUe Fong Chan (Seal) Loan No: 121252353 W ... blngton ~ C)fTnut.singJo: FamiJ¥;PIIIUIIe MMJFreddie Mac UNIFORM INSTRUMENT -THE C.·OMPL1~CE SOURCE, IN(".--IIIRIIIIIIIIIII Pale 14 of14 www~.com [Printed Name] MERS Modified Ponn 3048 01/01 1430JWA Il18O 02000, The CampIiance ScIUIoe, Inc. 20050506001764.015 Loan No: 121252353 ADJUSTABLE RATE RIDER ( MDLTIS'.l1dE 12MAT Payment and Rate Caps) THIS ADJUSTABLE RATE RIDER is made this 27th day of April , 2005 , and is incorporated into and shall be deemed to amend and supplement the Mortgagc, Deed of Trust or Security Deed (the "Security Instrument") of the same date given by the undersigned (the "Borrower") to secure Borrower's Adjustable Rate Note (the "Note") to IndyMac Bank, F.S.B., a federally chartered savings bank (the "Lender") of the same date and covering the Property described in the Security Instrument and located at: 405 SW Langston Road, Renton, WA 98055 [Property Address] THE NOTE CONTAINS PROVISIONS THAT WILL CHANGE THE INTEREST RATE AND THE MONTHLY PAYMENT. THERE MAY BE A LIMIT ON THE AMOUNT THAT THE MONTHLY PAYMENT CAN INCREASE OR DECREASE. THE PRINCIPAL AMOUNT TO REPAY COULD BE GREATER THAN THE AMOUNT ORIGINALLY BORROWED, BUT NOT MORE THAN THE LIMIT STATED IN THE NOTE. ADDITIONAL COVENANTS. In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agree as follows: A. INTEREST RATE AND MONTHLY PAYMENT CHANGES I will make all payments under this Note in the form of cash, check or money o¢er. 2. INTEREST (A) Interest Rate . Interest wiJI be charged on unpaid principal until the full amount of principal has been paid. I will pay interest at a yearly rate of 1. 000 %. The interest rate I will pay may change. The interest rate required by this Section 2 ·is the rate I will pay both before and after any default. described in Section 7(B) oflhis Note. MULTISTATE ADJUSTABLE RATE RIDER Fonn 3004 412000 Q ~~1m5 ~~0194 (0004) ELECTRONIC LASER FORMS, INC. -(800)327-0545 InitlalS:~ 20050506001764.016 Loan No: 121252353 (B) Interest Rate Change Dates The interest rate I will pay may change on the first day of June ,2005 , and on that day every month thereafter. Each date on which my interest rate could change is called an "Interest Rate Change Date. h The new rate of interest will become effective on each Interest Rate Change Date. (C) Interest Rate Limit My interest rate will never be greater than 9. 950 %. (D) Index Beqinning with the first Interest Rate ~ Date, W interest rate will beDased on an Index. The "Index" is the ~ve-l-bnth Av:r~ detennined as set forth belQol, of the 11QI)tbly _yields on actively tr 6nited sta~ Treasury securities adJusted"to a constant maturity of one ~ as DUblished ~ the Federal Reserve Board in the Federal Reserve ~ti.stical Release enti.tled "selected Interest Rate (H.l5)" ! "the l-bnthly YJ..elds"). The '1Welve-Month Average is detennined py ~ mather the l-bnthly Yields for the llDSt reCently available tWelve m'5nthS and dividing bv-12. The nost recent Index fi~ available as of 15 days before each Interest Rate Change Date is called the "current Index". If tbc Index is no longer available, the Note Holder will choose a new Index that is based upon comparable information. The Note Holder win give me notice of this choice. (E) Calculation of Interest Rate Changes Before each Interest Rate Cbange Date, the Note Holder will calculate my new interest rate by adding ~ and 650/100Oths percentage point(s) ( 2.650)% to the Current Index. Subject to the limit stated in Section 2(C) above, the result of this addition will be my new interest rate until the next Interest Rate Cbange Date. 3. PAYMENTS (A) Time and Place of Payments I will pay principal and interest by making payments every month. I will' make my monthly payments on the first day of each month beginning on June 1 , 2005 . I win make these payments every month until I have paid all the principal and interest and any other charges described below that I may owe under this Note. Each monthly payment win be applied as of its scheduled due date and will be applied to interest before principal. If, on May 1, 2035 , I still owe amounts under this Note, I will pay these amounts in full on that date, which is called the hMaturity Date." I will make my monthly payments at IndyMac Bank, F. S.B., P.O. Box 78826, Phoenix, AZ 85062-8826 or at a different place if required by the Note Holder. fiI ~0194 (0004) Page2of5 Initials: In ~004412000 (B) Amount of My Initial Monthly Payments Each of my initial monthly payments will be in the amount of U.S. $ 746.20 This amount may change. (q Payment Change Dates 20050506001764.017 Loan NO: 121252353 My monthly payment may change as required by Section 3(0) below beginning on the first day of June ,2006', and on that day every 12th month thereafter. Each of these dates is called a "Payment Change Date." My monthly payment also will change at any time Section 3(F) or 3(G) below requires me to pay a different monthly payment. I will pay the amount of my new monthly payment each month beginning on each Payment Change Date or as provided in Section 3(F) or 3(G) below. (D) Calculation of Monthly Payment Changes Before each Payment Change Date, the Note Holder Will calculate the amount of the monthly payment that would be sufficient to repay the unpaid principal that I am expected to owe at the Payment Change Date in full on the Maturity Date in substantially equal installments at the interest rate effective during the month preceding the Payment Change Date. The result of this calculation is called the "Full . Payment." Unless Section 3(F) or 3(G) below requires me to pay a different amount, my new monthly payment wiIJ be in the amount of the Full Payment, except that my new monthly payment will be limited to an amount that will not be more than 7.5% greater or less than the amount of my last monthly payment due before the Payment Change Date. (E) Additions to My Unpaid Principal My monthly payment could be less than the amount of the interest portion of the monthly payment that would be sufficient to repay the unpaid principal lowe at the monthly payment date in full on the Maturity Date in substantially equal payments. If so, each month that my monthly payment is less than the interest portion. the Note Holder will subtract the amount of my monthly payment from the amount of the interest portion and will add the difference to my unpaid principal. The Note Holder also will add interest on the amount of this difference to my unpaid principal each month. The interest rate on the interest added to principal will be the rate required by Section 2 above. (F) Limit on My Unpaid Principal; Increased Monthly Payment My unpaid principal can never exceed a maximum amount equal to one hundred TEN AND :OO/100THS percent ( 110.000 %) of the principal amount I originally borrowed. Because of my paying only limited monthly payments, the addition of unpaid interest to my unpaid priocipal under Section 3(E) above could cause my unpaid principal to exceed that maximum amount when interest rates increase. In that event, on the date that my paying my monthly payment would cause me to exceed that limit, I will instead pay a new monthly payment. The new monthly payment will be in an amount that would be sufficient to repay my then unpaid principal in fuJi on the Maturity Date in substantially equal installments at the interest rate effective during the preceding month. f.t :,,"0194 (0004) Page 3 of 5 InItIals: .J r ~ ~3004 412000 20050506001764.018 Loan No: 121252353 (G) Required Full Payment On the 5th Payment Change Date and on each succeeding 5th Payment Change Date thereafter, I will begin paying the Full Payment as my monthly payment until my monthly payment changes again. I also will begin paying the Full Payment as my monthly payment on the final Payment Change Date. 4. NOTICE OF CHANGES The Note Holder will deliver or mail to me a notice of any changes in the amount of my monthly payment before the effective date of any change. The notice will include information required by law to be given me and also the title and telephone number of a person who wilt answer any question I may have regarding the notice. B. TRAl~SFER OF THE PROPERTY OR A BENEFICIAL INTEREST IN BORROWER Section 18 of the Security Instrument is amended to read as follows: Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 18, "Interest in the Property" means any legal or beneficial interest in the Property, including, but not limited to, those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any interest in it is sold or transferred (or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if such exercise is prohibited by federal law. Lender also shan not exercise this option jf. (a) Borrower causes to be submitted to Lender information required by Lender to evaluate the intended transferee as if a new loan were being made to the transferee; and (b) Lender reasonably determines that Lender'S security will not be impaired by the loan assumption and that the risk of a breach of any covenant or agreement in this Security Instrument is acceptable to Lender. To the extent permitted by Applicable Law, Lender may charge a reasonable fee as a condition to Lender's consent to the loan assumption. Lender may also require the transferee to sign an assumption agreement tbat is acceptable to Lender and that obligates the transferee to keep all the promises and agreements made in the Note and in this Security Instrument Borrower will continue to be obligated under thc Note and this Security Instrument unless Lender releases Borrower in writing. If Lender exercises the option to require immediate payment in full, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 15 within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. t1c ;!480194 (0004) Page4of5 Initials: ,ir . ~004412OOO 20050506001764.019 Loan No: 121252353 BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Adjustable Rate Rider. (Seal) (Seal) So -Borrower -Bonower (Seal) (Seal) -Borrower -Borrower (Seal) (Seal) -Borrower -Borrower (Seal) (Seal) -Borrower -Borrower ~;!.480194 (0004) Page 5 of5 Form 3004 412000 After recording please return to: IndyMac Bank, F.S.B. c/O DocUment Managenent [Company Name} [Name of Natural Person] 3465 E. Foothill Blvd. [street Address] 'Pasadena, C'A 91107 [City. State Zip Code] Assessor's Property Tax Parcel or Account Number: 214370007509 20050506001765.001 Abbreviated Legal Description: rots 1-2, Blook 2, Earlington, Vol. 14, P. 7~: 214370-0075-09 -----------[Spsc9Above ThJsUne ForR9COI'ding Data] ----------MIN: 100055401212526943 DEED OF TRUST (Secondary Lien) DEFINITIONS ~!RST A.MERICAN S1(L{d<1 Words used in multiple sections of this document are defined below and other words are defined in Sections 3. 10, 12, 17, 19, and 20. Certain rules regarding the usage of words used in this document are also provided in SectiOll 15. (A) "Security Instrument" means this document, which is dated April 27, 2005 together with aU Riders to this document. . (B) "Borrower" is Sue Fong Chan, an wmarried wanan . Borrower is the trustor under this Security Instrument. (C) "Lender" is IndyMac Bank, F .S.B., a federally chartered savings bank Lender is a Federal savings Bank United states of .America pasadena, C'A 91101 organized and existing under the laws of . Lender's address is 155 North Lake Avenue, (D) "Trustee" is Tioor Title Insurance CCUpany hgelof13 1111111111111111 20050506001765.002 (E) "MERS" is Mortgage Electronic Registration Systems, Inc. MERS is a separate corporation that is acting solely as a nominee for Lender and Lender's successors and assigns. MERS Is the beneficiary under this Security Instrument. MERS is organized and existing under the laws of Delaware, and has an address and telephone number of P.O. Box 2026, Flint, MI 48501-2026, tel. (888) 679-MERS. (F) "Note" means the promissory note signed by Borrower and dated April 27, 2005 The Note !,iates that Borrower owes Lender twenty nine thousand and. NO/IOOths DoIlal'S (U.S. $ 29,000.00 ) . plus interest Borrower has promised to pay this debt in regular Periodic Payments and to pay the debt in full not latcrdian May 1, 2020 (G) "Property" means the property that is described below under the beading "Transfer of Rigbts in the Property." (H) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and late charges due under the Note, if allowed under Applicable Law, and all sums due under this Security Instrument, plus interest (I) "Riders" means all Riders to this Security Instrument that are executed by Borrower. The following Riders are to be executed by Borrower (check box as applicable]: o Adjustable Rate Rider 0 Condominium Rider o Second Home Rider o Balloon Rider 0 Planned Unit Development Rider o Biweekly Payment Rider o Home Improvement Rider 0 Revocable Trust Rider . iii Other(s) [specify]. ID: First/Second. Lien Balloon Rider (J) "Applicable LalV" means all controlling applicable federal, state and local statutes, regulations, ordinances aud administrative rules and orders (that have the effect of law) as well as all applicable final, non-appealable judicial opinions. (K) "Community Association Dues, Fees, and Assessments" means all dues, fees, assessments and other charges that are imposed on Borrower or tbe Property by a condominium association, homeowners association or similar organization. (L) "Electronic Funds Transfer" means any transfer of funds, other than a transaction originated by check, draft, or similar paper instrument, which is initiated through an electronic terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a financial institution to debit or credit an account. Such term includes, but is not limited to, point-of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire transfers, and automated clearinghouse transfers. . (M) "Escrow Items" means those items that are described in Section 3. (N) "Miscellaneous Proceeds" means any compensation, settlement, award of damages, or proceeds paid by any third party (other than insurance proceeds paid under the coverages described in Section 5) for: (i) damage to, or destruction ot; the Property; (ti) condemnation or other taking of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv) misrepresentations ot; or omissions as to, the value and/or condition of the Property. (0) "Mortgage Insurance" means insurance protecting Lender against the nonpayment of, or default on, the Loan. PageZoU3 III1IIIIIIII11I Initials: Modified By "'lle c.,..Uute SQlm, Jilt. "14101WA om Q 2002. The eon.>lIanc:c Sowce, I .... 20050506001765.003 (P) "Periodic Payment" means the regularly scheduled amount due for (i) principal and interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument. (Q) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. § 2601 et seq.) and its implementing regulation, Regulation X (24 C.F.R. Part 3500), as they might be amended from time to time, or any additional or succes.,\or legislation or regulation that governs the same subject matter. As used in this Security Instrument, "RESPA" refers to all requirements and restrictions tbat are imposed in regard to a "federally related mortgage loan" even if the Loan does not quaJify as a "federally related mortgage loan" under RESPA (R) "Successor in Interest of Borrower" means any party that bas taken title to the Property, whether or not that party bas assumed Borrower's obligations under the Note and/or this Security Instrument TRANSFER OF RIGHTS IN THE PROPERTY The beneficiary of this Security Instrument is MERS (solely as nominee for Lender and Lender's successors and assigns) and the successors and assigns ofMERS. This Security Instrument secures to Lender: (i) the repayment of the Loan, and all renewals, extensions and modifications of the Note; and (ii) the perfonnance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in the County [Type of Recording Jurisdiction) of King (Name of Recording Jurisdiction) lots 1 and 2 , Block 2, Earlington, a.coo.t:di.ng the plat thereof recorded in Volume 14 of Plats Pate 7, Records of King County, washington. Except the South 50 feet thereof. APN: 214370-0075-09 which currently has the address of 405 SW Langston Road [Stt8et] Renton , Washington 98055 [Zip Code] ("Property Addressj: [CIty) TOGETHER WITH all the improvements now or hereafter erected on the property, and all easements, appurtenances, and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the "Property." Borrower understands and agrees that MERS holds only legal title to the interests granted by Borrower in this Security Instrument, but, if necessary to comply with law or custom, MERS (as nominee for Lender and Lender's successors and assigns) bas the right: to exercise any or all of those interests, including. but not limited to, the right to foreclose and sell the Property; and to take any action required of Lender including. but not limited to, releasing and canceling this Security Instrument. Loan No: 121252694 Washington Deed of Trust-SingJo Family-SecoJldary Lien -nlE COMPLIANa SOURCE, lNc.-W'Io"W.<OII1'lIa_.com Page 3 0113 1 •• 111111111 Mias Modified Form 3801 01101 Modlllool By "TIto CoatpU ..... SOU __ I .... " 14102WA U'1I2 o 2D02, Tbe ~BaIlCC Solace. Inc. 20050506001765.004 BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed and bas the right to grant and convey the Property and that the Property is unencumbered, except for encumbrances of record. Borrower warrants and will defend generally the title to the Property against all claims and demands, subject to any encumbrances of record. THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-unifonn covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. . .. UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows: 1. Payment ofPrlucipal, Interest and Other Cbarges. Borrower shall pay when due the principal of, . and interest on, the debt evidenced by the Note and if allowable under Applicable Law, any prepayment charges and late charges due under the Note. Payments due under the Note and this Security Instrument shall be made in U.S. currency. However, if any cbeck or otber instrument received by Lender as payment under the Note or this Security Jnstrumcnt is retumed to Lender unpaid, Lender may require that any or all subsequent payments due under the Note and this Security Instrument be made in one or more of the following fonns, as selected by Lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality, or entity; or (d) Electronic Funds Transfer. 2. Application of Payments or Proceeds. Payments are deemed received by Lender when received at the . location designated in the Note or at such other location as may be designated by Lender in accordance with the notice provisions in Section 14 or in such manner or location as required under Applicable Law. Except as otherwise described in this Section 2, and as permitted under Applicable Law, all payments accepted and applied by Lender shall be applied in the following order of priority: (a) interest due under the Note; (b) principal due under the Note; (c) amounts due under Section 3. Such payments shall be applied to each Periodic Payment in the order in which it became due. Any remaining amounts shall be applied first to late charges, second to any other amounts due under this Security Instrument, and then to reduce the principal balance of the Note. If Lender receives a payment from Borrower for a delinquent Periodic Payment which includes a sufficient amount to pay any late charge due, the payment may be applied to the delinquent payment and the late charge. If more than one Periodic Payment is outstanding. Lender may apply any payment received from Borrower to the repayment of the Periodic Payments if, and to the extent that, each payment can be paid in full. To the extent that any excess exists after the payment is applied to the full payment of one or more Periodic Payments, such excess may be applied to any late charges due. To the extent permitted by Applicable Law, voluntary prepayments shaJJ be applied first to any prepayment charges and then as described in the Note. Any application of payments. insurance proceeds, or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic Payments. 3. Funds for Escrow Items. Subject to Applicable Law, Borrower shall pay to Lender on the day Periodic Payments are due under the Note, until the Note is paid in full, a sum (the "Funds") to provide for payment of amounts due for: (a) taxes and assessments and other items which can attain priority over this Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or ground rents on the Property, if any; (c) premiums for any and all insurance required by Lender under Section 5; and (d) Mortgage Insurance premiums, ifany, or any sums payable by Borrower to Lender in lieu of the payment of Mortgage Insurance premiums. These items are called "Escrow Items." At origination or at any time during the term of the Loan, Lender may require that Community Association Dues, Fees, and Assessments, if any, be escrowed by Borrower, and such dues, fees and . assessments shall be an Escrow Item. Borrower shall promptly furnish to Lender an notices of amounts to be paid under this Section. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives Borrower's obligation to pay the Funds for any or all Escrow Items. Lender may waive Borrower's obligation to pay to Lender Funds fur any or all Escrow Items at any time. Any such waiver may only be in writing. In the event of such waiver, Borrower shall pay directly, when and where payable, the amounts due for any Escrow Items for which payment of Funds has been waived by Lender and, if Lender requires, shall furnish to Lender receipts evidencing Loan No: 1212S2694 Wasblngton Deed of Trust-Single FamiJy. Secoudary Lin -THE COl\fPLIANCK SOURCE. JNC.-www . .......n._.com MERS Modified Form 3801 01191 Page 4 of 13 IIIIIIIIIIIII11 20050506001765.005 . such payment within such time period as Lender may require. Borrower's obligation to make such payments and to provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this Security Instrument, as the phrase "covenant and agreement" is used in Section 8. if Borrower is obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount due for an Escrow Item, Lender may exercise its rights under Section 8 and pay such amount and Borrower shall then be obligated under Section 8 to repay to Lender any such amount. Lender may revoke the waiver as to any or all Escrow Items at any time by a notice given in accordance with Section 14 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such amounts, that are then required under this Section 3. Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the basis of ClDTent data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with Applicable Law. The Funds shall be held in an institution whose deposits are insuiedby a federal agency, instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding and applying the Funds, annually analyzing the escrow account, or verifying the Escrow Items, unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make such a cbarge. Unless an agreement is made in writing or Applicable Law requires interest to be paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as required by RESPA. If there is a surplus of Funds held in escrow, as defined under RESP A, Lender shall account to Borrower for the excess funds in accordance with RESP A. If there is a shortage of Funds held in escrow, as defined under RESP A, Lender shall notify Borrower as required by RESP A, and Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with RESP A, but in no more than 12 monthly payments. If there is a deficiency of Funds held in escrow, as defined under RESP A, Lender shall notify Borrower as required by RESPA, and Borrower shall pay to Lender the amount necessary to make up 'the deficiency in accordance with RESPA, but in no more tban 12 monthly payments. Upon payment in full of all sums secured by this Security Instrument, Lender shall promptly refund to Borrower any Funds held by Lender. Borrower shall not be obligated to make such payments of Funds to Lender to the extent that Borrower makes such payments to the holder of a prior mortgage or deed of trust if such holder is an institutional lender. If under Section 21 the Property is sold or the Property is otherwise acquired by Lender, Lender shall apply no later than immediately prior to the sale of the Property or its acquisition by Lender, any Funds held by Lender at the time of application as a credit against the sums secured by this Security Instrument 4. Charges; Liens. Borrower shall perform all of Borrower's obligations under any mortgage, deed of trust., or other security agreement with a lien which has priority over this Security Instrument. Borrower shall pay when due, all taxes, assessments, charges, fines, and impositions attnbutable to the Property which can attain priority over this Security Instrument, leasehold payments or ground rents on the Property, if any, and Community As.wciation Dues, Fees, and Assessments, if any. To the extent that these items are Escrow Items, Borrower shall pay them in the manner provided in Section 3. Borrower shall promptly discharge any lien other than a lien disclosed to Lender in Borrower's application or in any title report Lender obtained which has priority over this Security Instrument unless Borrower: (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender, but only so long as Borrower is performing such agreement; (b) contests the lien in good faith by. or defends against enforcement of the lien in, legal proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those procecdings are pending, but only until such proceedings are concluded; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument Lender may require Borrower to pay a one-time charge for a real estate tax verification andlor reporting service used by Lender in connection with this Loan if allowed under Applicable Law. !pan No: 121252694 Washlnpn Deed ofTnast-5ingJe Family-Seeondary Uen -THE COMPLJANCIT SoURCE. 1Nc.-....... ..,.,...Ib..,.... ..... com PageS of 13 III1IIIIIIIII1I MERS Modified Form 3801 01101 Modl/led By ....... CoIIIpU-ScIafte,~ .. " 141D2WA D3I82 C 2002. Tho CompIia_ So ..... Inc. 20050506001765.006 S. Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire, hazards included within the term "extended coverage," and any other hazards including, but not limited to, earthquakes and floods, for which Lender requires insurance. This insurance shall be maintained in tbe amounts (including deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the preceding sentences can change during the term of the Loan. The insurance carrier ·providing thc insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice, w~ich right shall not be exercised unreasonably. Lender may require Borrower to pay, in connection with this Loan, either: (a) a one-time cbarge for flood zone determination, certification and tracking services; or (b) a one-time charge for flood 7..one determination and certification services and subsequent charges each time remappings or similar changes occllr which reasonably might affect such determination or certification. Borrower shall also be responsible for the payment of any fees imposed by the Federal Emergency Management Agency in connection with the review of nny flood zone determination resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above, Lender may obtain insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligation to purchase any particular type or amount of coverage. Therefore, such coverage shall cover Lender, but might or might not protect Borrower, Borrower's equity in the Property, or the contents of the Property, against any risk, bazard or liability and might provide greater or lesser coverage than W'dS previously in effect. Borrower acknowledges that the cost of the insurance coverage so obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any amounts disbursed by Lender under this Section 5, shall be added to the unpaid balance of the loan and interest shall accrue at the Notc rate, from the time it was added to the Wlpaid balance until it is paid in full. Subject to Applicable Law, all insurance policies required by Lender and renewals of sucb policies shall be subJect to Lender's right to disapprove such policies, shall include a standard mortgage clause, and shall name Lender as mortgagee andlor as an additional loss payee. Lender shall have the right to hold the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance coverage, not otherwise required by Lender, for damage to, or destruction of, the Property, such policy shall include a standard mortgage clause and shall name Lender as mortgagee andlor as an additional loss payee. In the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower otherwise agree in writing, any insurance proceeds, whether or not the underlying insurance was required by Lender, shall be applied to restoration or repair of the Property. if the restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to hold such insurance proceeds until Lender has bad an opportunity to inspect such Property to ensure the work bas been completed to Lender's satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such insurance proceeds, Lender shall not be required to pay Borrower any interest or earnings on such proceeds. Fees for public adjusters, or other third parties, retained by Borrower shall not be paid out of the insurance proceeds and shal1:be the sole obligation of Borrower. If the restoration or repair is not economically feasible or Lender's security would be lessened, the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied in the order provided for in Section 2. If Borrower abandons the Property, lender may file, negotiate and settle any available insurance claim and related matters. If Borrower does not respond within 30 days to a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle the claim. The 30-day period will begin when the notice is given. In either event, or if Lender acquires the Property under Section 21 or otherwise, Borrower hereby assigns to Lender (a) Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under tbe Note or this Se<:urity Instrument, and (b) any other of Borrower's rights (other than the right to any refund of unearned premiums paid by Borrower) under all insurance policies covering the Property, insofar as such rights Loan No: 121252694 Washington »-I of Trust-8inglc Family-Secondary Lien -THE COMPLL\NCE SOURCE, INC.-.. ww._na-cr~ Page 6 of 13 IIIIIRIIIIIIIII MERS Modified Fonn3801 01101 Mod1lJed Ill' -rlIt CoJllpllaace Sooom, Jae."1410lWA 03102 02002, no Complioaco So,..,., I ... 20050506001765.007 are applicable to the coverage of the Property. Lender may use the insurance proceeds either to repair or restore the Property or to pay amounts unpaid under the Note or this Security Instrument, whether or not then due. 6. Preservation, Maintenance and Protection of the Property; Inspections. Borrower shall not destroy. damage or impair the Property, allow the Property to deteriorate or commit waste on the Property. Whether or not Borrower is residing in the Property, Borrower shall maintain the Property in order to prevent the Property . from deteriorating or decreasing in value due to its condition. Unless it is detennined pursuant to Section 5 that repair or restoration is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid further deterioration or damage. If insurance or condemnation proceeds are paid in connection with damage to, or the iaking of, the Property, Borrower shall be responsible for repairing or restoring the Property only if Lender has released proceeds for such purposes. Lender may disburse proceeds for the repairs and restoration in a single payment or in a series of progress payments as the work is completed. IftbC insurance or condemnation proceeds are not sufficient to repair or restore the Property, Borrower is not relieVed of BOlTower's obligation for the completion of such repair or restoration. Lender or its agent may make reasonable entries upon and inspections of the Property. If it bas reasonable cause, Lender may inspect the interior oftbe improvements on the Property. Lender shall give BOlTower notice at the time of or prior to such an interior inspection specifYing such reasonable cause. 7. Borrower's Loan Application. Borrower shall be in default if, during the Loan application process, Borrower or any persons or entities acting at the direction of Borrower or with Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or statements to Lender (or failed to provide Lender with material information) in connection with the Loan. Material representations include, but are not limited to, representations concerning Borrower's occupancy of the Property as Borrower's principal residence. 8. Protection of Lender's Interest in the Property and Rights Under this Security Instrument. If (a) Borrower fails to perform the covenants and agreements contained in this Security Instrument, (b) there is a legal procecding tbat might significantly affect Lender's interest in the Property andlor rights under this Security Instrument (such as a proceeding in bankruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which has or may attain priority over this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's interest in the Property and rights under this Security Instrument, including protecting and/or assessing the value of the Property, and securing and/or repairing the Property. Lender's actions can include, but are not limited to: (a) paying any sums secured by a lien which has or may attain priority over this Security Instrument; (b) appearing in court; and (c) paying reasonable attorneys' fees to protect its interest in the Property and/or rights under this Security Instrument, including its secured position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entcrlng the Property to make repairs, change locks, replace or board up doors and windows, drain water from pipes, eliminate building or other code violations or dangerous conditions, and have utilities turned on or off. Although Lender may take action under this Section 8, Lender does not have to do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liability for not taking any or all actions authorized under this Section 8. Any amounts disbursed by Lender under this Section 8 shall become additional debt of Borrower secured by this Security Instrument if allowed under Applicable Law. These amounts shall bear interest at the Note rate from tbe date of disbursement and shan be payable, with such interest, upon notice from Lender to Borrower requesting payment. If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing. 9. Mortgage Insurance. Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the Mortgage Insurance. If Lender required Mortgage Insurance as a condition of making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance in effect. Loan No: 121252694 Washington D«d ofTrust-8ingie Family-SeeoRdary LleJl -THE COMPLIANCE SoURCE, INC.- _W\\·.~Jbneaool'Ce'.('(!ID' MERS Modified Form 3801 01101 Page 7 of 13 IIIIIIIIIIII111 20050506001765.008 10. Assignment of Miscellaneous Proceeds; Forfeiture. The Miscellaneous Proceeds of any award or claim for damages, direct or consequential. in connection with any condemnation or other taking of the Property, or part thereof, or for conveyance in lieu of condemnation, are hereby assigned and shall be paid to Lender, subject to the terms of any mortgage, deed of trust or other security agreement with a lien which has priority over this Security Instrument. If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or repair of the Property, if tbe restoration or repair is economically feasible and Lender's security is not lessened. During such repair and restoration period, Lender shall have the right to bold such Miscellaneous Proceeds wtil Lender bas had . an opportunity to. inspect such Property to ensure the work has been completed to Lender's satismetion, provided that such inspection shall be undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or in a series of progress payments as the work is completed. Unless an agreement is made in writing or Applicable Law requires interest to be paid on such Miscellaneous Procee~ Lender shall Dot be required to pay Borrower any interest or earnings on such Miscellaneous Proceeds. If the restoration or repair is not economically feasible or Lender's security would be lessened, the Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether or Dot then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be applied in the order provided for in Section 2. lfthe Property is abandoned by Borrower, or if, after notice by Lender to Borrower that the Opposing Party (as defined in the next sentence) offers to make an award to settle a claim for damages, Borrower fails to respond to . Lender within 30 days after the date the notice is given, Lender is authorized to Collect and apply the Miscellaneous Proceeds either to restoration or repair of the Property or to the sums secured by this Security Instrument, whether or not tben due. "Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party against whom Borrower has a right of action in regard to Miscellaneous Proceeds. Borrower shall be in defirult if any action or proceeding, whether civil or criminal, is begun that, in Lender's judgment, could result in forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. Borrower can cure such a demult and, if acceleration bas occurred, reinstate as provided in Section 18, by causing the action or proceeding to be dismissed with a ruling that, in Lender's judgment, precludes forfeiture of the Property or other material impairment of Lender's interest in the Property or rights under this Security Instrument. The proceeds of any award or claim for damages that are attributable 10 the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender. AU Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall be applied in the order provided for in Section 2. 11. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Security Instrument granted by Lender to Borrower or any Successor in Interest of Borrower shall not operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall not be required to commence proceedings agaiDst any Successor in Interest of Borrower or to refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or any Successors in Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including, without limitation, Lender's acceptance of payments from third persons, entities or Successors in Interest of Borrower or in amounts less than the amount then due, shall not be a waiver of or preclude the exercise of any right or remedy. lZ. Joint and Several IJabiUty; Co-signers; Successors and Assigns Bound. Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several. However, any Borrower who co-signs this Security Instrument but does Dot execute the Note (a "co-signer"): (a) is co-signing this Security Instrument only to mortgage, grant and convey the co-signer's interest in the Property under the terms of this Security Instrument; (b) is not personally obligated to pay the sums secured by this Secmity Instrument; 8nd (c) agrees that Lender and any other Borrower can agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without the co-signer's consent. Subject to the provisions of Section 17, any Successor in Interest of Borrower who assumes Borrower's obligations under this Security Instrument in writing, and is approved by Lender, shaU obtain aU of Borrower's Loan No: 121252694 Washington Deed of Trult-Single Family-Seeonduy Lien -no COMPLIANCE SOURCE, 1Nc.-www~.com Page80fll III1IIIIIIII111 MERS Modlf1ed Form 3801 01101 Moclilled II)' "TIle CGIIIplIann Sau ..... lDe. -1418ZWA 0YD2 ClOO2. Tho eo ......... So..w.lnc. 20050506001765.009 rights and benefits under this Security Instrument Borrower shall not be released from Borrower's obligations and liability under this Security Instrument unless Lender agrees to such release in writing. The covenants and agreements oftbis Security Instrument shall bind (except as provided in Section 19) and benefit the successors and assigns of Lender. 13. Loan Charges. Lender may charge Borrower tees for services performed in connection with Borrower's default, for the pmpose of protecting Lender's interest in the Property and rights under this Security . Instrument, as allowed under Applicable Law. The absence of express authority in this Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on the charging of such fee. Lender may not charge fees that are expressly prolu"bited by this Security Instrument or by Applicable Law. . If the Loan is subject to a law which sets maximum loan charges, and that law is finally interpreted so that the intercst or other loan charges collected or to be collected in connection with the Loan exceed the permitted limits. then: (a) any such loan charge shall be reduced by the amount necessFY to reduce the charge to the permitted limit; and (b) any sums already collected from Borrower which exceeded penmtted limits will be refunded to Borrower. Lendcr may choose to make this refund by reducing the principal owed under the Note or by making a direct payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial prepayment. 14. Notices. All notices given by Borrower or Lender in cormection with this Security Instrument must be in writing. Any notice to Borrower in cormection with this Security Instrument shall be deemed to have been given to Borrower when mailed by first class mail or when actuaOy delivered to Borrower's notice address if sent by other means. Notice to anyone Borrower sball constitute notice to all Borrowers unless Applicable Law expressly requires otherwise. The notice address shall be the Property Address unless Borrower has designated a substitute notice address by notice to Lender. Borrower shall promptly notity Lender of Borrower's change of address. If Lender specifies a procedure for reporting Borrower's chan~e of address, then Borrower shall only report a change of address through that specified procedure. There may be only one designated notice address under this Security Instrument at anyone time. Any notice to Lender shall be given by delivering it or by mailing it by first class mail to Lender's address stated herein unless Lender has designated another address by notice to Borrower. Any notice in connection with tbis Security Instrument shall not be deemed to have been given to Lender until actually received by Lender. J f any notice required by this Security Instrument is also required under Applicable Law, the Applicable Law requirement win satisfy the corresponding requirement under this Security Instrument 15. Governing Law; SeverabUity; Rules of Construction. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located All rights and obligations contained in this Security Instrumerit are subject to any requirements and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties to agree by contract or it might be silent, but such silence shall not be construed as a prohibition against agreement by contract In the event that any provision or clause of this Security Instrument or the Note conflicts with Applicable Law, such conflict shaII not affect other provisions of this Security Instrument or the Notc which can be given effect without the conflicting provision. As used in this Security Instrument: (a) words of the masculine gender shall mean and include corresponding neuter words or words of the feminine gender; (b) words in the singular shall mean and include the plural and vice versa; and (c) the word "may" gives sole discretion without any obligation to take any action. 16. Borrower's Copy. Borrower shall be given one copy of the Note and of this Security Instrument 17. Transfer of the Property or a Beneficial Interest in Borrower. As used in this Section 17, "Interest in the Property" means any legal or beneficial interest in the Property, including, but not limited to. those beneficial interests transferred in a bond for deed, contract for deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by Borrower at a future date to a purchaser. If all or any part of the Property or any Interest in the Property is sold or transferred (or if Borrower is not a natural person and a beneficial interest in Borrower is sold or transferred) without Lender's prior written consent, Lender may require immediate payment in full of all sums secured by this Security Instrument However, this option shalt not be exercised by Lender if such exercise is probibited by Applicable Law. If Lender exercises this option, Lender shall give Borrower notice of acceleration. The notice shall provide a period of not less than 30 days from the date the notice is given in accordance with Section 14 within which Loan No: 121252694 Washington Deed ofTnut-Single Family-Sec:oDdary LIen -'I'lm COMl"L1ANCE SOUllCE, INC.-_._lia __ ....... MERS Modified Form 3861 OlJlll Page9ofl3 III1IIIIIIII111 20050506001765.010 . Borrower must pay aU sums secured by this Security Instrument If Borrower mils to pay these sums prior to the expiration of this period, Lender may invoke any remedies permitted by this Security Instrument without further notice or demand on Borrower. 18. Borrower's Right to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shall have the right to have enforcement of this Seemity Instrument discontinued at any time prior to the earliest of. . (a) five days before sale of the Property pursuant to any power of sale contained in this Security Instrument; (b) such other period ~ Applicable Law might specify for the termination of Borrower's right to reinstate; or (c) entry ofa judgment enforcing this Security Instrument. Those conditions are that Borrower: (a) pays Lender all sums which then would. be due under this Security Instrument and the Note as ifno acceleration bad ocClDTed; (b) cures any default of any other covenants or agreements; (c) pays all expenses incurred in enforcing this Security Instrument, as allowed under Applicable Law; and (d) takes such action as Lender may reasonably require to assure that Lender's interest in the Property and rights under this Security Instrument, and Borrower's obligation to pay the sums secured by this Security Instmmcnt, shall continue unchanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the following forms, as selected by Lender: (a) cash; (b) money order; (c) certified check, bank check, treasurer's check or cashier's chec~ provided any such check is drawn upon an institution whose deposits are insured by a federal agency, instrumentality or entity; or (d) Electronic Funds Transfer. Upon reiristatement by BOITower, this Security Instrument and obligations secured hereby shan remain fully effective as if no acceleration had occurred. However, this right to reinstate shan not apply in the case of acceleration under Section 17. 19. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a partial interest in the Note (together with this Security Instrument) can be sold one or more times without prior notice to Borrower. A sale might result in a change in the entity (known as the "Loan Servicer") that collects Periodic Payments due under the Note and this Security Instrument and perfonns other mortgage loan servicing obligations under the Note, this Security Instrument, and Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a sale of the Note. Ifthere is a change of the Loan Servicer, if required under Applicable Law, Borrower will be given written notice of the change which will state the name and address of the new Loan Servicer, the address to which payments should be made and any other information RESPA requires in connection with a notice of transfer of servicing. If the Note is sold and thereafter the Loan is serviced by a Loan Servicer other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed by the Note purchaser unless otherwise provided by the Note purcbaser. Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as either an individual litigant or the member of a class) that arises from the other party's actions pursuant to this Security Instmment or that alleges that the other party has breached any provision ot; or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has notified the other party (with such notice given in compliance with the requirements of Section 14) of such alleged breach and af'furded the other party hereto a reasonable period after the giving of such notice to take corrective action. If Applicable Law provides a time period which must elapse before certain action can be taken, that time period will be deemed to be reasonable for purposes of this section. The notice of acceleration and opportunity to cure given to Borrower pursuant to Section 21 and the notice of acceleration given to Borrower pursuant to Section 17 shall be deemed to satisfy the notice and opportunity to take corrective action provisions oftbis Section 19. 20. Hazardous Substances. As used in this Section 20: (a) "Hazardous Substances" are those substances defined as toxic OT hazardous substances, pollutants, or wastes by Environmental Law and the following substances: gasoline, kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, materials containing asbestos or formaldehyde, and radioactive materials; (b) "Environmental Law" means federal laws and laws of the jurisdiction where the Property is located that relate to health, safety or environmental protection; (c) "Environmental Cleanup" includes any response action, remedial action, or removal action, as defined in Environmental Law; and (d) an "Environmental Condjtion" means a condition that can cause, contribute . to, or otherwise trigger an Environmental Cleanup. Loan No: 121252694 Wasbington DM of Trust-Single Family-Secondary Lien -TmI: COMPUANCESoURCE, IJI/c.- www ....... Ib ............. om Page10ofl3 III1IIIIIII1111 MERS Modified Form 3801 01101 ModJned ., "TIIo C'empIIud Seta-. J ...... ICI02WA ~ 02002, TIoICoorvIia_s...-,rne. 20050506001765.011 Borrower shalt not cause or pennit the presence, use, disposal, storage, or release of any Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property. Borrower shall not do, nor allow anyone else to do, anything affecting the Property (8) that is in violation of any Environmental Law, (b) which . creates an Environmental Condition, or (c) which, due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely affects the value of the Property. The preceding two sentences shall not apply to the presence, lise, or storage on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property (including, but not limited to, hazardous substances in consumer products). Borrower shall promptly give Lender Mitten notice of (a) any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge, (b) any Environmental Condition, including but not limited to, any spilling, leaking, discharge, release or threat of release of any Hazardous Substance. and (c) any condition caused by the presence. use or release of a Hazardous Substance which adversely affects the value of the Property. If Borrower learns, or is notified by any governmental or regulatory authority. or any private party, that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, . Borrower shall promptly take all necessary remedial actions in accordance with Environmental Law. Nothing herein shall create any obligation on Lender for an Environmental Cleanup. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows: 21. Acceleration; Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in tbls Security Instrument (but not prior to acceleration under Section 17 unless Applicable Law provides otherwise). The notice sball specify: (a) the default; (b) tbe action required to cure the default; (c) a date, not less than 30 days from tbe date the notice is given to Borrower, by which the default must be cured; and (d) that failure to cure the default on or before the date specified in tbe notice may result in acceleration of tbe sums secured by this Security Instrument and sale of tbe Property at public auction at a date not less tban 120 days in the future. The notice sball further inform Borrower of tbe right to reinsta~ after acceleration, the rigbt to bring a court action to assert the non- existence of a default or any otber defense of Borrower to acceleration and sale, and any other matters required to be included in tbe notice by Applicable Law. If the default Is not cured on or before the date specified in the notice, Lender at its option, may require immediate payment in full of all sums secured by this Security Instrument without· further demand and may invoke the power of sale and/or any other remedies permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this Section 21, including, but not limited to, reasonable attorneys' fees and CGsts of tide evidence. If Lender invokes tbe power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender'S election to cause tbe Property to be sold. Trustee and Lender sball take such action regarding notice of sale and sball give such notices to Borrower and to other persons as Applicable Law may require. After the time required by Applicable Law and after pubUcation of the notice of sale, Trustee, witbout demand on Borrower, sball sell the Property at public auction to the bighest bidder at the time and place and under the terms designated in the notice of sale in one or more parcels and In any order Trustee determines. Trustee may postpone sale of the Property for a period or periOds permitted by Applicable Law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purebase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty, expressed or implie~ The recitals in the Trustee's deed shall he prima facie evidence of the truth of tbe statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a) to aU expenses of tbe sale, inclUding, hnt not Umited to, reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county in which the sale took place. Loan No: 121252694 Wabington Deed of Trust-Single Family-Secondlll')' LIen -THE COMPLIANCE SoURCE, 1Nc.- www.CtIDlpIla ........... .com MERS Modified Form 3801 01101 Pagellofl3 IIIIIBIIIIIIII 20050506001765.012 22. Reconveyance. Upon payment of aU sums secured by this Security Instrument, Lender shan request Trustee to reconvey tbe Property and shall surrender this Security Instrument and all notes evidencing debt secured by this Security Instrument to Trustee. Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it Such person or persons shall pay any recordation costs and the Trustee's fee for preparing the reconveyance. 23. Substitute Trustee. In accordance with Applicable Law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act Without conveyance of the Property, the successor trustee shall succeed to aU the title, power and duties conferred upon Trustee herein and by Applicable Law. 24. Use of Property. The Property is not used principally for agricultural purposes. 25. Attorneys' Fees. Lender shall be entitled to recover its reasonable attorneys' fees and costs in any action or proceeding to construe or enforce any tenn of this Security Instrument The term "attorneys' fees", whenever used in this Security Instrument, shan include witbout limitation attorneys' fees incurred by Lender in any bankruptcy proceeding or on appeal. ORAL AGREEMENTS OR ORAL COMMITMENTS TO LOAN MONEY, EXTEND CREDIT, OR TO FORBEAR FROM ENFORCING REPAYMENT OF A DEBT ARE NOT ENFORCEABLE UNDER WASHINGTON LAW. REQUEST FOR NOTICE OF DEFAULT ---------AND FORECLOSURE UNDER SUPERIOR ---_____ _ MORTGAGES OR DEEDS OF TRUST Borrower and Lender request the holder of any mortgage, deed of trust or other encumbrance with a lien which has priority over this Secmity Instrument to give notice to Lender, at Lender's address set forth on page one of this Mortgage, of any default under the superior encumbrance and of any sale or other foreclosure action. BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in this Security Instrument and in any Rider executed by Borrower aDd recorded with it. Witnesses: Printed Name: __________ _ {PIfIBSfI CDmplflte] Printed Name: __________ _ {plfIlI$e Complete} ~-=~~~~~~~~ ________ {SW) SUe ~ .Borrower {printed NatTHI] ___________________________ {SeaQ -Borrower {pdnted NatTHI} __________________ (8eal) -Borrower [PIinted N8I1/fJ} ______________ (Seal) ·Borrower {ptlnled Name) -------------[Acknowledgment On Following Page} ------------ Loan No: 121252694 Washipgtop DC!ed of Trust-SingJe Family-SecoDdary Lien -THE C<»tPl.TANCE SOURCE, INC.-www ........ Iio __ Page12ofl3 1l1li111111111111 MERS Modified Form 3801 01101 Modilled., "no C .......... Sown, J...,." 1410lWA om 02002. The eoq>1iaDcc Soo-.IIIC. State of ~oas)\ \ ~ 0{mn County of \0 \1f) § §ss. § 20050506001765.013 I certifY that J know or have satisfactory evidence that SUe Fong Chan Loan NO: 121252694 WashlDgton DHd oI'Trust-8ingie Family-Secondary LIeD -'Om COMPLlANCE SOURCF~ INC.-www • ......,n. __ ...... Page13oU3 1111111.111111 MERS Modilled Form 380) 0l1O1 ModJlIcd a, "TIle eompu-Soutce.lIIt. ~ 141O%WA 0lI82 02002. n.~ .... Sa_1Do. 20050506001765.014 MIN: 100055401212526943 BALLOON RIDER Loan #: 121252694 (To be attached to the Security Instrument.) THIS RIDER is made this 27th day of April, 2005 and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust or Deed to Secure Debt (the "Security Instrument"), of the same date given by the undersigned (the "Borrower") to secure Borrower's Note to IndyMac Bank, F .S.B., a federally chartered savings bank (the "Lender") of the same date and covering the property described in the Security Instrument and located at: 405 SW Langston Road, Renton, WA 98055 [Property Addressl ADDITIONALCOVENA.NT: In addition to the covenants and agreements made in the Security Instrument,Borrow er and Lender further covenant and agree as follow s: A. Balloon Rider: Borrower is aware that this loan is due and payable in full on the 1st day of May, 2020 • with a Balloon Payment of $ 22,077.23 ,based upon scheduled payments. Borrower acknowledges and agrees that Lender has not made any representations to Borrower, either oral or written, that Lender will subordinate its lien created by this Security Instrument to any other lien which the Property may hereafter become subject to, Including, without limitation, any lien arising from Borrower's subsequent construction of improvements on the Property. Borrower acknow ledges and agrees that Lender is under no obligation to subordlna te its lien created by this Security Instrument to any lien created hereafter and Lender does not intend to subordinate its lien to any other lien which the Property may hereafter become subject to. d. -8480056 (9805) 1.lI, .. Pagelof2 ElECI'RONIC lASER IORMS. INC. • (800)327·0545 FORM INDYMAC 153 9126/95 IIIII11IIIIII11 20050506001765.015 IN WITNESS WHEFECF, Borrower has executed this Balloon Rider and fully understands the condit Ions thereof. Date: 4-Z~--f)S- ~ Loan No: 121252694 ft -8480056 (gaos) . l~t (Seal) -Borrower (Seal) -Borrower (Seal) -Borrower (Seal) -Borrower Palge2of2 (Seal) -Borrower (Seal) -Borrower (Seal) -Borrower (Seal) -Borrower FORM INDYMAC 153 9126/95 III1IIIIIIIII11 6<f • ...... Eofll,lE \ ~ .. . ' ,I." DE.DlCATION i i I r i 1.- :" ! i, i i~ I i t ;;. This sketch is not based upon a survey of the property described in Or.der No. of Chicago Title Insurance Company. It is furnished without charge solely for the purpose of assisting in locating the said premises. It does not purport to show all roads or easements. The company assumes no liability for inaccuracies therein. ~ 0L I -y-;,,' L /) '1 I N G ' (.-' /\J J "; (00 ':! N ,0 .--:-. '.1 <.; ".' DECLARATION OF RESTRICTIVE COVENANTS WHEREAS, CF/CHG, a joint venture between CHG INTERNATIONAL, INC., a Washington corporation, and CADILI.i\C FAIRVIEW/WASH- INGTON, INC., a Washington corporation, is the owner of the following described real property (the "Property") in the City of Renton, County of King, State of Washington: PARCEL D: The following lot~ in Earlington, ~s per plat recorded in Volume 14 of Plats on page 7, records of King County, Washington: That portion of Lots 22, 23, 24, 26, 27 and 28 lying South of the South line of Primary State Highway No. 2 as conveyed to the State of Washington by deeds recorded under A~ditor's File No's. 2538823, 2537568 and 2534519: ALL in Dlock 7: ALSO tr.~t portion of Lots 9 and 10 together with one- half of the vacated alley adjacent, lying south of the south line of Primary State Highway No.2; and Lots 11, 12 and 13 together with one-half of the vacated alley adjacent, all in Block 8. ALSO that portion of Lots 3, 4 and 5 described as follows: Beginning at a point on the Southerly line of said Block 9, 158.00 feet Northeasterly of the Southwest corner of Lot 7 in said Block 9: thence at right angles to said Southerly line 88.36 feet more-or-less to the Northerly line of said Block 9: thence Northeasterly along said Northerly line of said Block 9, 66.00 feet more or less to a point 92.00 feet Southwesterly of the Northeasterly corner of Lot 2 in said Block 9: thence Southeasterly 88.36 feet to a point on the Southerl} line of said Block ), 1.73 feet Southwesterly ,.of the Southeasterly corner of Lot 3 in said Block 9: thence Southwesterly along the Southerly line of said Block 9, 66.62 feet to the point of beginning; ALL in Block 9; ALSO, Lots 3 through 27, inclusive, AND the Southwes~.-,. ~y 10 feet of Lot 2 adjoining, EXCEPT that portion thereof conv~yed to King County for street purposes by deed recorded under King County Record- ing No. 766800; ALL in Block 10; ALSO Lots 1 through 24, inclusive; ALL in Block 11; AI.SO Lots 1 through 7, inclusive, and Lots 15 through 28, inclusive: ALL in Block 12: -1- .~ ". i " i~SO Lots 15 through 24, inclusive, EXCEPT that portion of Lots 19 and 20 conveyed to the State of Washington for State Road No. 2 (Sunset Boule- vard West) by deed recorded under K~ng County Recoiding No. 2545569; AND EXCEPT that por.tion of Lots 15, 16. 17, 18, 21. 22, 23 and 24 conveyed to the State ot Washir.g~on for State Road No. 2 (Sunset Boulevard \-lest) by deed recorded under King County Recording No. 2594162; AND Lots 25 through 28, inclusive; ALL in Block 13; ALSO Lots 1 through 7, inclusive, and Lots 24 through 28, inclusive; ALL in Block 14; ALSO Lots 1 through 24, inc:usive, AND Lots 27 and 28; ALL in Block 15: ALSO Lots 1 und 3; EXCEPT portions conveyed to King County for street pur- poses by deed recorded under King County Recording No. 766800; Lots 4 through 10, inclusive, AND Lot 12; ALL in Dlock 16: ALSO, Lots 1 through 14, in~lusive, ALL in Block 17; ALSO, Lots 1 through 4, inclusive; ALL in Block 18. PARCEL C: Those portions of th~ Nort!~west 1/4 of the Southeast 1/4; AND of the Northeast 1/4 cf the Southeast 1/4; AND of the Southeast 1/4 of the Southeast 1/4 of Sec- tion 13, Township 23 North, Range 4 East, W.M., in King County, Washington, bounded on the Southwesterly side by the Northerly boundary line of the 100 foot wide right-of-way of the Pacific Coast Railroad Company, Oll'the Easterly side by the Westerly boundary of the plat of Earlington, as per plat recorded in Volume 14 of Plats on page' 7, records of King County, Washington, and on the Northerly side by a line drawn from the Northwesterly corner of Lot 15, in Block 13, of said plat of Earlington and running thence Westerly a distance of 1250 feet to a point on the Northerly line of said Pacific Coast Railroad Company right-of-way, said point being at right angles to the centerline of the main tracks of the Pacific Coast Railroad Company at a point therein distant about 2050 feet Westerly measured along the centerline of the main track of the Pacific COast Railroad Company as now located along said right-of-way from the intersection of said centerline with the East line of said Section 13, -2- ~ < " . I , l /-,....-. ,-'~ .... ~.':" .~. EXCEPT right-of-way for Primary State lIi<Jhway No. 2 (Sunset Boulevard West) cor.veyed to the State of Wash- ington by deed recorded under King County Recording No. 2594162. ALL Situate in the County of King, State of Washington.- ~IEREAS, at the direction of the City of Renton, the previous owner of the Property, on July 17, 1978, imposed restrictive covenants running with the Property, and with ~ert~in other property; ~lEREAS, the parties desire lo substjtute for the July 17, 1978 covenants new restrictive covenant~ running with the Property and governing its use, present and future; and WhEREAS, the parties have by instrument recorded simultaneously with this Declaration, withdrawn the July 17, 1978 covenants and declared them to be void and of no further effect; NOW, THEREFORE, the parties hereby establish, grant and impose restrictions and covenants running with the Property as to the use of the P.operty by the undersigned, their successors and assigns as follows: Permitted Uses Parcel B: Permitted useti of the northerly 150 feet, parallel to the northerly property line of Parcel B, and within 150 feet of existing single family zoned lots with Parcel B shall be limited to the uses allowed in the R-2 Residence Distr~ct of Section 4-708, Title IV, Ordinance No. 1628, Code of General Ordinances, City of Renton, King County, Washington. The remaining portion of Parcel B shall be lJ..nited to uses allowed in the R-3 Residence District of Section 4-709A, Title IV, Ordinance No. 1628, Code of General Ordinances, City of Ren;on, King County, Washington. Parcel C: Permitted uses of the westerly 700 feet shall be limited t~ open space and shall be retained in its natural state for use of the public and future residents of the property. The remaining portion of Parcel C shall be limited to uses allowed in the R-: Nesidence District of Section 4- 708, Title IV, Ordinance No. 1628, Code of General Ordinances, City of Renton, King County, Washington1 EXCEPT, that a maximum of 60 dwelling units shall be constructed on this remaining portion of Parcel C. Development Any and all development of the property shall be subject to the City of Renton approval and shall comply with all lhe requirements of the Planned Unit Development Ordinance, -3- Chapter 27, 'iitle IV, Ordinance ~o. 1628, Code of ::;enc: ,} Ordinances, City of Renton, King County, Washington. Density The maximum number :Jf dwelling units ti'\dt shall be constructed on the property ~hall be 528 dwelling units. Within the R-2 zoned portions of the property the maximum permissible density shall be 11 dwellinq units per .,cre; EXCEPT, as otherwise specified for Parcel C hereinabove. Building Heiqht, Setbacks and Screening In the R-2 zoned portions of the property, structures shall be limited to a building height of 25 feet and set back 50 feet from any abutting single family zoned property. Within the 50 foot setback the first 30 feet abutting single family zoned property shall be used for a landscape screening buffer. " substantial landscape screening buffer shall be constructed along the southerly boundaries of Parcels D and C. Open Space 'rhe westerly 700 feet of Parcel C shall be preserved as open space including the existing pond. Duration These covenants shall run with the land and expire on approval by the City of Renton of a Fin."1l Development PI"n for the Property pel Chapter 27, Title IV, Ordinance ~o. 1628, Code of General Ordinanc~s, City of Renton, King County, Washington. Parcel B shall revert to R-l zoning classification, and Parcel C shall revert to GS-I zoning classification, if, on or before the date which is one year following the recordation of:this Declaration of Restrictive Covenants, the following public improvements are not constructed or bonded for in accordance with the written bonding requirements delivered to CHG International, Inc. on January 7, 1981 by the Public Works Department of the City of Renton: 1. Water lines in accordance with plans dated FebrutTY 4 ]98] submitted by CHG International, Inc. to t e cfty of Renton; 2. Sewer mains in accordance with plans dated Febr~arv ~. ]98l submitted byellG International, Inc. to t e Clty 0 Renton1 -4- .. ,. ",: ~. .. 1,: " .• : .. -:: .• ' 3. Traffic improvements in accordance with condition number 3 of the Report and Recommendation to the Renton City Council of the Office of the Land Use lIearing Examiner, dated July 14, 1980 on PPUD-052-80; 4. Street improvements in accordance with plans dated February 4. 1981submitted by CIIC International, Inc. to the City of Renton; and 5. Storm water retention system In accordance with plan~ dated February 4. 1981submit.tcd by CHG Inter- national, Inc. to the city of R€~ton. The above mentioned time limit may be extended for reasona~le cause upon written req~est to and approval by the PlannIng Department, City of Renton. Enforcement Any violat.ion or breach of these restrictive ::o\·enants may be enforced by proper legal procedures in the Superior court of King CrJunty by either the City of Renton or any property owners adjoining the Property who are adversely affected by said breach. Reasonable attorney's fees incurred during an enforcement proceeding will be borne by the parties whom th .. ' court determines are in error and shall be entered as a judgment in such action. Amendment This Declaration is being executed at the direction of the City of Renton. The covenants and restrictions set forth herein may be modified or amended at any time by a written agreement iigned by all of the executing parties. 198 ~ I . /-r~ -f DATED this _&_""_:-==-day of v'. ... It i., .o.<.:.I..:'_·7L ...... __ _ / CF/CIIG ASSOCIATES, A Washington Joint Venture By: INC. , -----_. __ . '-"'---...... -- By: CIIG INTERNATIONAL, INC.·, a Washington Corporation , '1 .. , ·' " , .. ,~, ~ .. "'''' ,:." .. , ..... :~ ,," .... '\Pl?r;o,ved and ,\cceptcd th i s __ ~. ----.:i. L.~ , 19!1l, by CITY Of BY: 13~c-J Lt. ~" ... u ... p~c.h. Its /'\Jyor d.1Y ot RENTON ---------------------------------- Its Ci ty Cl ... rk STATE OP CALIfORNIA ) -"c.J (' \) ss. County of ~-<... ~,,'Ie (c,,-,) • fl." '..1/ On this (-' day of 1<.6 , 1981, before me, the unders1gned, a Notary Public in and for the State of CalifQl"nia, dulYJ.9.0mmissioned and sWX1·n,. pers na ~c-~.u.L.e \.L-r. C'L\.U .• 0 . and _\.a."c: 't' t9 JIle know 0 be th'l _ L7, .. c §:,-' .< "-, PreSl ent an V<.... Jt' .L<,C l ......... rSec retary, respectft;t:l y, of CADILLAC fAIRVIE\~ -IASHINr.TON, INC., a Washington Corporation, the corporation th~t executed the foregoing instrument, and acknowJ ~dged the said instrument to be the flee and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on 0ath stated that they are authorized to execute the said instrument and that the seal affixed lif any) is the corporate seal of said corporation. WITNESS my hand and official ~eal hereto affixed the day and year iirst above written. -6- HLEil FOR Tilt: RE4UEST OF Office of the City Clerk Renton Municipal Bldg. 200 Mill Ave. S. Renton, WA 9aO~~ -.~J!:"~~,.~,!~,.,~:,~J.l.I~.,~""I)t,~~ .... '. 61"'~ ..... -:' I-,~ ;.~ •• • • •. :~.i, . '. " ~ ',. ~ .j . '.':. ., .......... , •• : ,,~.... f • • S1't\TE UF WASIiINGTON county of 55. J'''''' / / On this dilY of : ,.L. <,. ~ ........ ~:;. , 1981, before me, the unders1qned-~ iI Not.lrYPlIbllC in landfor the l't.1tc of W,lshington, duly conunisllioned .lnd sworn, personally ,1I>pc,lr('d .. '. "'/i,~ ",.1 L 'I f".· l A' C ,tnti yS ./! .. ·.(·t· (~/ "'-'/'. ' ""!] to me known to be the President and Secretary, respectively, of ClIG INTER- NATIONAL, INC., .l Washington Corpora~ion, the corporation that executed the fore90ing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposcR therein mentioned, and on oath stated that they arc authorized to execute the said instrument and that the s~al affixed (if any) is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. STATE OF WASHINGTON' county. of \~, ,,~\ ---,.,----- Notary Public in and for the State 0" I-Ia::;hington, residing at !~.; ~';' . ./1.l.- ss. h . ..,.... d f \ 1981 '-.. f On t 1S ,,() -ay 0 \ "t.\ ..• ,,{ , , OJ<:: ore me, the undersigned, a Notary Public 1n alldfor the State of Washington, duly commissioned and s\~orn, personally appeared . '"',S·,'D""i" y. ')"' ..... ~"I\, and \;',.'0ti.,> CI" HtAlo. to me known to be th~ \'\ ... ,cl· and c.\::. (~V \.. , respectlvely, of the CITY OF RENTON, ~ munIcipal' corporation, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be~He free and voluntary act and deed of said corporation, for the uses and purposeH therein mentioned, and on oath stated that they are Authorized to execute the said instru- ment and that the se~l affixed (if any) is the corporate ser.l of said corporation. WITNESS my hand and official seal hereto affixed the day and year first above written. Notary PU[)lC 1n and orthe State- of Washi!lgton, residing at Q",,,\..),) • -7- -..... ,. .( .. :( FIRST k~ENDHENT TO EARLINGTON WOODS, 8102230353 VOLUME 14, PAGE 7, records of King County .. DECLARATION OF COVENANT, CONDITIC~ AND RESTRICTION This declaration is made on the date set forth below by CF/CHG ASSOCIATES, a Wa~hington Joint Venture Partnership, referred to herein as -Declarant-. i BACKGROUND RECORDErl WIt· r.' I I _hi IS 3 19 fH-B7. 1. Declarant is the owner of the property legam I described on Exhibit -11.-. Declarant intends to creat~·«rHECr" . .j.I:-t I.'~ residential community on the property. r~,.u~!:iS6.d:: .. :~\ 2. In connJction with the approval of the Declara.:i~:-~ C'::";:: , ': . development plans, the City of Renton has req~/;~t a 10657 recreational fund be created and that a covenan~ ~at 4.00 effect be recorded in King County. CASHSL DECLARATION Declarant hereby declares that the property described On Exhibit -A-shall be held, transferred, sold, conveyed and occupied subject to the covenants, restrictions and conditions set forth below, all of which will run with the property and shall be bind~ng upon all parties having or acquiring any right, titlelor interest in the property or any part thereof, and shall inure to the benefit of each owner thereof. 1. On or before the date the first condominium unit on the property is sold, the Declarant, or its successors or assigns, shall create a recreational fund in the amount of $12,104 for the Homeowners' Association. The fund shall be in the form of cash or a note payable to the Association. The fWld shall be;used~by the AssocIation for recreational facil~tiesonlY"including, but not limited to, the con- struction of hard-surfaced courts, tot lots, and the like. Two-thirds (2/3) of the recreational facilities shall be installed within six (6) months, after the occupation of the first 256 condominium units~ ··~The. balance of the facilities shall be installed within six' (6)··monthsof the occupation of the balance of' the condominium . units.'.: .. . . >"){'~;:Z ~ ~!::; ~~e;~i:·~~~~l~:;;~<~~diti~~~::~d. r~st~i ~tions may •. ' . ". be amended. atany.t!me by".wdtt4m·,instrument executed by the" Declarant, or itssuccessors~andassigns~"and by the City of Renton.;":i\'i;;"O'~~"":--'" ".~':""' .. ',; .... ,. DATED thi:'~ CF;dG~:~a W.:h:::'::n Joint Venture ",Zt> '"" IUtO"'D "T aEQUF.!IT'1P' TRANSAMERJC.o\ TITLE INSURANCE row .. ANY "ARK PLACE BUILDING. MAIN FLOOwe 1200 SIXTH AVENUE "h A VENUE AT UNlnUiTY STaE£1' , SEATnL WASH~ •• 01:· . Partnership, ccmposed of CHG INTERNATIONAL, INC., a Washington corporation, and CArILLAC FAIRVIEW/ WAS9INGTON, INC., a Washington cc~poration By: L. INC., a Washington A ::'1',\'1'1: (lJ' HASIIINGTON ) ) ss. ''<'l!llly uf King~) l)n this cay of I , 1982 before mo, t h,' uDlkn.igne , <l Notary Pub or the State of \\,l:;hinqton. duly conunissioned and , personally anpeared !!l""") 1-', l; .. iffin. , to me known to the Exec. V. p •• of CHG I :-';'CEHN,\TIONAL, INC., a Washington corporation, which corpora-- t Ion is .H1thorizcd to sign this instrument on behalf of , ',T Ci!(~ '\S~OCIATES, a Washington Joir\t Venture Partnership, ollHi ,'\L'knowledged the said instrument to be the free and .. \".' 1 un t ,11'1' .let and deed of said Partnership, for the uses and ;'\11';>05,':; therein mentioned, and on oath stated tl-at he was ~IUlhol' i :~\'lt to execute said instrument for and on behalf of ~.l\d !',1l'tncrship and On behalf of CHG INTERNATIONAL, INC. ,Ill..! G\:ll LLr\C FAIRVIEW/WASHINGTON, INC., a Washington corpora- t ~on. I 1'1 WITNESS WHEREOF, '!lffixl.'d my official seal -\:r .. VC'n . . " F .. ,' -2- .. ., RECORDE£l TI~ r,.o, y A 15 10 33 AH tEZ eVTtfE D:V;:;rr-:'; OF ~", . RECOi\ilS & tlEt.: i:ONS KI!IG CCt!t. I " ~' .. '. . 'r'-' ... ,. . .. ~;...~ .. : Declarant hereby declares_that the property on Exhibit ,"An 'shall be held, transfer~ed, sold, conveyed,' and occupied subject to the covenants, restrictions and conditions set forth below, all of which will run with the property and shall be binding upon all parties having or acquiring any right, title or interest in the property or any part thereof, and shall inure tv the benefit of each owner thereof. 1. On or before the date the fir&L ~ondominium unit on the property is sold, the Declarant, or its successors or assigns, shall create a recreational fund in the amount of $12,104 for the Homeowners' Association. The fund shall be in the form of cash or a note ~ayable to the Association. The fund shall be used by the Association for recreational faciJ.,ities only, including, but not limited to, the con- struction of hard-surfaced courts, tot lots, and the like. TWo-thirds (2/3) of the recreational facilities shall be installed within six (6) months, after the occupation of the first 256 condominium units. The balance of the facilities shall be installed within six (6) months of the occupation of the b~lance of the condominium units. 2. These covenants, conditions and restrictions may be amended at any time by written instrument execut!d by the Declarant, or its successors and assigns, and by th~ City of Renton. DATED this 14tnday of ~~~~~ ____ ' 1982. " . , . ,. .~ CF/CHG ASSOCIAT , a Washington Joint Venture Partnership, composed of CHG INTERNATIONAL, ~NC., a Washington corporation, and CADILLAC FAIR~I_EWI. ____ . __ -.: ------------------------------.. -----.----.. --------------t-IASHINGTON ~-INC~ ,--a---t.:lashingfon -corpoi:atfon "1.1:11 roll ltV-CHilD AT Ilf.Qm:s-r ",- 'J'RANSAMERIC:\ TITLE INSURANCE COMPANY p,\nK PLACE BUILDING. MAIN FLOOk1. 12110 SIXTH AVENUE 6th AVENUE AT UNIVERSITY ~E£"; SEATrLE. WASHINGTON 98101 '. By: AL, INC., a Washington By I l / ---,' ---.---'-----.:..... Executive Vice President _ .. _-_._-... -.-.. --.-.--. ..-.-._-_._---_ .. _----_ •. _ ....•..... -.... _------ -2- : RECORDED THIS OA )' Jut 15 .. 10 33 AH taz ---_ .... _------- ~ (. ~' .. CHICAGO TITLE II ( WCE'CO:MJ>ANY 1800 COLUMBIA CENTER, 701 FIFTH AVENUE, SEAT1LE, ~ASHINGTON 98104 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. A l ., 7 MAP @ ..:::C..::;.:H=IC-=A=-=-=G:.....::O:;.....TI=.;;:;,.;;TL~E~l=-N.;...:::~:.....::J:....:::RAN-==:...;,.· C~E.....;;C;;....;O;;...;;;MP~AN;;;...;;;.;;;;.:.....::Y'---_______ _ 1800 COLUMBIA CENTER, 701 FIFTH AVENUE, SEATTLE, YASHINGTON 98104 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. MAP This sketch is not based upon a survey of the property described in Order No. of Chicago Title Insurance Company. It is furnished without charge solely for the purpose of assisting in locating the said premises. It does not purport to show all roads or easements. The company assumes no liability for inaccuracies therein. \9 \.9 v) w s '\ ~ ~ , . .30 N ----- ------____________ ~,~CP(Lz~· - - --/'" {P ,!)_ -~--~--_J~ ~~. !:-.--'.:"'-' -... -. _._- ~ '. , @ CIllCAGO TITI..Ii~SURANCE COMPANY 1800 COLUMBIA CENTER, 701 FIFTH AVENUE, SEATTLE, ~ASHINGTON 98104 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. A. MAP ~ I1RLllV & rON This sketch is not base. on a survey of the prop ,described in /417 Order No. __ Chicago Title Insura.nce mpa,ny t It;i.~ I furnished without charge solely for the purpose of ~~~ipting ~n locating the said premises. It does not purport to show all X'oads 9X'.easement~t The Company assumes no liability for inaccuX'acies therein, '---,.--0,7 v;' .. / . - /~ I .,.;( ..... This sketch is not bas-ed upon a survey of the property described in Order No. of Chicago Title Insurance Company. It is furnished without charge solely for the purpose of assisting in locating the said premises. It does not purport to show all roads or easements. The company assumes no liability for inaccuracies therein. I I , I --. '.. 0 ~ N This sketch is not based upon a survey of the proper_~' described in Order No. of Chicago Title lnsurance Company, It ~~ . ' furnis~ed wit~out charge'sole'ly for thepurpose'of ~s~~~t;in9 ~n locati~~ the sal.d preml.ses. It does not purport to show all road? or ea8eIIlent~~,t' The Company assumes' no liability for inaccuracies therein, """"I,," Ail / TO-6 1/66 r , ,,0 N I, , -... ... This sketch is not based upon a survey of the proPerty described in Order No. ,212u;' 0,'1', of Security Title Insurance Company of Washington. It is furnished without charge solely forth~"I)urpO~~ , of assisting in locating the said premises. It does not purporr to show all roads or easeme~ts. ;,Tbe Com •. pany assumes no liability for inaccuracies therein. " ,:,;~:~," ,":..:-:,> o \.9 " ~\ . ~\ -'~ , I 0, "I -- / / / / I / J~ 7 irMt!~7(~i rhis sketch is not based upon a survey of the property described in ! Jrder No. of Chicago Title Insurance Company. It is If[-7 furnished without charge solely for the purpose of as~isting in locating the said p~e~ises. It does not purport to show all roads or easements. _ The company assumes no liability for inaccuracies therein. ~ / / --COoJ I I )-1 )w .J::I 2---5 T· -PR J . -.... -... .... --....,. .... I t-:.. -.... , ... ~ , ") J~ \!>-r-.¢' --<1. v~_ !2 W: 0-:< ~ "-'t -.J O! 0 ij 0 '0 ....::,-:~I ~ 1:>" ~ lJJ )y ~ , 4/ ~ lI) @ CmCAGOTI1LEh ... Su~CECOMPANY IMPORTANT: This is not a Survey_ It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. MAP @ CHICAGOTITLEL J WCECOMPANY 1800 COLUMBIA cENl'ER, 701 FIFTH AVENUE, SEATTLE, WASHINGTON 98104 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. I .-: ,. =1 I I MAP : ,.-t @ ClflCAGO TITLE INSURANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE, SEATTLE, WASHINGTON 98104 IMPORTANT: This is not a Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. pi:,,, IR 'A' EAtU.VJ fi.Tl)A/' 14/7 ) . / / 1/ " .. / , I c. MAP ... ~~ .. @ Chicago Title Insurance Company IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. ORDER NO. ______________ __ '-'---,~~. I a4B 02 -.:l.-__ --.;;:r,04-___ _ 1800 Columo.a Center 701 F.ith A'enue Seattle. WaShlnl110n 98104 628-5600; / ... NF6'·15 @ Chicago Title Insurance Company IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. ... 1800 Columbld Center 701 Fifth Avenue Seattle. Washln~lon '18iCi4 628-5666 ORDER NO. ______________ __ T;'lis sketC:1 is not based uron a sllrvey of the property de~>cr.ibed in Order ~o. of Chicago Title Insurance Company. It is furnished without charge solely for the purpose of assisting in locating the sai~ premises. It does not purport to show all roads or easements. The company assumes no liahility for inaccuracies therein. j/ / -..., r=:---].J.... _. II) , " .' ~ " , --,', , Eaflin~fl)r> Ado! Ir(Xc.1 A /--\ " This sketch is not based upon a survey of the property described in Order No • .2?1 24 (;? 3" of Security Title Insurance Company of Washington. It is furnished without charge solely for" the purpose of assisting in locating the said premises. It does not purport to show all roads or easements. The Com- pany assumes no liability for inaccuracies therein. (5UNSET HIWAY) N ANDEIe.SON This sketch shows location and boundaries of the property covered by the mortgage identified in sched- ule A of Policy No. 232>8 II and the approximate general location of improvements as ap- pears on inspection without actual survey and measurements of the improvements. The Street number on said property is -'{-Ii!! PoWELL STIe£ET, RENTON I I I I I I I I I I /<:f J I , /·:3 I , I I I I I I I I '00 I I I I , I " (I ;:, " -, , I , , , I , I I I , , I I I I I I I I I I I I I I I I I I , I I I I I I I I I , I I I , I ',-. llC.,~ , I , I I I I , I I I I I , , I I ,'ID I V ,1iJ , I I , I , I , I I I I I ~) N I I 1i r:':.· .. l ~. , r; I·; il : i . , j i I . I : ! l -18 r-------"'''-·-~--,,--~ "'.., . \ , \. . ! ~ '" '\.-i ; ", "' . . " '~> C , " I RM-F 1M 1M 1M ZONING PIBIPW TECHNICAL SI!llVlCES 121l8/()f ~_,"'r, __ <".c'~,""'i> .' .'"f';~--¥'-''''''·' -,-" """.,', '" -,--". c··" ,""' '~;"""~ ___ ~>-"~"'_"""'''''_' __ "'~ __ '''''''''''"''''''''''''''''''''<I~,~-'~, ,,",,<, ", ,-,,,,,,, '",,, ' E3 . 7 T23N R5E W 112 ;;;: ~~ :z:; t . Q) ~ I > R=S ~ j 0 .. 1 ~ . cO <U 1 > E-< ~ j CA R-S 1 CA CA R-8 CA ".... c... "r.I "0/ I=l ~ U • -CA 00 ~ ~ ~ CA z := Vi t!j t!j S -....... '-='" CA ~ CAs C CA RM-F 1M CA CA CA 1M CA C G3 . 19 T23N R5E W 112 o 200 400 F3 - - --Renton dity Limitl!ll 1:4800 18 T23N R5E W 112 5318 • • ., . 3" CLASS "8" A.C. ;' ARTERIA~ S~EET MINIMUM }' 4" A.T'B. ,------,1 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM} 4" CLASS "8" AC. . 6" CRUSHEO ROCK , I .! . : !' . , I D_~TE 200· " 195'" . 190. 185 180 175 .. 170 ..... 160 155 150 145 140 I ~1 \lhj!o 7 0":. h L- / 1 l 6" lAIN L NOTES, MUST MATCH EXISTING THICKNESS IF GREATE~. " OR 1.0' BEYOND EDGE OF OAI,lAGEQ PAVEMENT . HAlf' PLAN'. I . I I t J' "'. N I f--3/a~ EX / I PANS10N JOINT I I I I J/a~ ExPANSION JOINT I I 1--'--------. -I HALF PLAN. B _J / NOTE: USE OpnONAL APPROAQi ONLY WHEI A SIDEWALK IS USED, AT THE, 911.0< OF' THE APPROACH ~O THE SIDEWALK ,IS SET BAO TO A M1NIM~J.I or 6' fROM CVR;B. 6' MIN AL TERNA TE " , . 1'1'-;:, \' ,l-1·-J·~IN : MIN I 1)2-~A)( , '; SIDEWALK AND PLANTER STRIP: 107 COMMERCIAL ZONE 6": RESIDENnAl ZONE . ~4+;~~,a" '""q;o< , REVISION , , . , , . . , "" ... ''',., ........... " .. CURB & GUTrER REPLACEMENr DETAIl e' . ADOPTED • !ID_ ). CITY OF RENTON ~ STANDARD PLANS J...S'l: DAT£:: 12/96 DWG. NAME: FR05 .. ' . ,." . . '. ' ' SP PAGE: FO( 195 EEl?:::::I:=::' t. ~======:::JI-f ~BEVEL 'M-IERE POSSIBLE) HALF EI EYAnON , CEMENT CONCRETE CURB AND GUTTER SEcllON SHOv.N (SEE STANDARD PLANS . FOR OTHER CURB DESIGNS) r 3/8" EXPANSION JOiNT 1. ,. .,,-L ~c;F.j-.r~ . C L ,. "'N ~I:~:~: EO~ Of APPROACH TO FULL DEPTH Of CURB i ;'! :~ " '~" . , ' 1. A MINII.4U'-l 3' WIDE ACCEsSIBLE ROUlf SH~LL BE I,IAINTAINEoO tN ALL , rEDESTRIAN ACCESSl8LE AREAS. I " . 2. ,CONlR. AeTlON JOINTS. SHAll BE :PLACED ALONG SIDEWALKS AT IS' , '-4AXIMUM SPACING, ALL JOINTS: SHAll BE CLEANED AND EDGED. MIN 6~ THICK SIDEWALK IN APPROA.CH AREA APpROACH PLAN , !! e];RAfo,jp TEXTURING IS TO ~E DONE WITH A~ EXPANDED, ~ETAk ,GRATE PLACED';ANO REUQVED fROM .VlET CONCRETE TO lEAII£ A DIAMOND PATTERN, THE LONG AXIS OF THE DIAMOND P,AT1ERN Sf!AlL 8~ PERPENDICULAR TO THE CURB. GROO~S SHALL I:I[ 1/8 DEEP AND 1/4~ 'MOE, i HAl F fLEVA nQr! CEMENT CONCRETE CURB AND CUTTER SECTION SHOW (SEE STANDARD PLANS FOR OTHER CURB DESIGNS) OPTlmlAI I I: r 3/8" EXPANSION JOINT ~/~ .---L .' 'I;" L 6" MIN 18'}- THICKENED EDGE OF APPHOACH TO Fl"-L DEPTH OF CURB SECTION 8 B CEMENTCONCETE SIDEWALK' '1 " AND APPROACH DETAILS ADOPTED 2. J. 4. ". ' ..................... ' ......... ' . , .,' .. " 3::-J~L~:1S SHALL BE LOCATED SO THAT RUNrYf DOES NOT fLOW PAST . el!@ RA.I.4.~~ , 7, CEMENT CONCRETE: APPROACHES SHALL BE CONS1RUCTtO OF AIR-ENTRAINED CONCRETE: ClASS JOOO AND tolAY BE POURED INTEGRAL WITH CURB. CITY OF RENTON . ... . . . . . . . '- . . . . . . . . . . . . . . , ....... , . ., ..... , , ..... . .. , ... . " ..... . . . . . . , . , ..... . . . . .. 190 185 .,' •. CU~~B)~AMPS: SHALL BE POURED AS A SEPARATE UNIT fROM mE SIl~~~t.tK,_I$O:LATEO BY EXPANSION JOINT IAATEfllAl ON ALL SIDES EXCli:p·T A·T ENO Of RA.MP N'[xT TO ROADWAY, 5. CHAri,U,::5S IN LEVEL UP TO 1/4-MAY BE vERTICAL "NO TREATMENT. CHANGES IN LEVEL BETWEEN 1/4-ANO 1/ BEVELf.:O WITH A SLOPE NQ GREAlER THAN 1:2. 'MTHOUT EDGE 2" SHALL BE 4/97 . DAT~ 1j;2"X4" EXPANSION ~MATERIAl '/4"R AT JOINTS REPLACE SP PAGE, F005.2 OF Bi'O/95 pCV REVISION. BY ---_ .. or APPR'I STANDARD PLANS tsT DATE: 4/97 5, 7. .......... , ...... . LOT #6 (10,256 SF) .' ,180 1/2"X4" EXPANSION MATERIAL CEM, CONe. CURB ANC I ,UTTER O!ESlllE'ITAL' " ................ . ... , . .. ,' . " .. , . , . . . . , . . . . . . . . . . . . . . . . . . ..... , . ... " ...... , ....... . ,., .......... . , . . . . . . , . . . . . . .. , . .' .' . ' . .... . .. , ' .' . .. ' . . " .. ' . ~ ! .. ' .' . . ' i1! , ..... , • ..... I .. ' ... " .... , .. ,~' .... LOT #5 (5,000 Sr> ...... ~D;liol\l:.S . ".'~~1 .~.-.-,-. " . .... " . " ' NOTEI NtlVE EX, p,p. PER tLEtTlC UnLITV, .' . ,.' ' , . . . . . , . , . . , . , . . . , , . . . ~,,:.:3_· ___ ~ -~I~' "~,, .-" , "" " ...... '" . . . , . , . . . . ..... LOT #3 <5,000 SF) CRESID£NTAU N~" ASP4AL T AOIEA PER cITY COD!; , .' '155 .", 150 ,145 ..... EX. CI 1/4"R AT JOINTS SCORE LINES TO BE RADIAL TO CURB AND GUTTER ~ ~~~~ + w 1/2"X4" EXPANSION MATERI'A 1/4"R AT JDINTS --_._--" -----l GENERAL N(.:TLs;" ) SCORE LINES B "-- "W~-WlDTH OF ,SIDEWALK . l/~"R DtjMMY JOINTS 1/2"X5 K EXPANSION MATERIAL CURB RETURN ON~ Y 1!2"R P AVEM[N T AS PER PLANS STANDARD CEM. CONe. CuRB AND GUTTER SECTION A-A PLANTING STRIP 1 B CURB &: GUTTH ,)OINTS: DUMMY JOINTS SHAll 'BE PLACED NOT: TO'EXCEED 15' e{C NOR LESS THA~ 10' C/c THE.Y SHALL N,)l BE LESS THAN .3/16-tN THICKNESS AND Sf-All aE EXTENDED' 2 B£LOW 1l--!E GUTTER UNE . l/1TE~~Rll!. ~~~~ ~~~~E~~ PLACED AT All COLO JOINTS AS DIRECTED BY [!oJGINtER AND sHALL . ~E_RE 1,HE Slli:WALK tS TO BE PLACED AGAINST THE CURe U'W Gun[F~. THE JOlNT SHALL BE II COLO JOlN.T 1(2 X 5 EXPANSION ~AT[R!Al SliAU BE PLACED' F"ROI.I P.C.''i TO P.T:S AT All CURB RETURN$. 1/:rlr:4" . E>:F'ANSfON IIIArEIliAL SHALL BE PLACED AT E~RY FOURTH S!l)EWALK PANEL THE CONCRETE MI)( FOR SIDEWALKS SHALl CONtOR:A TO THE RE~IREMENTS OF" C(ASS B (3/4-) WITH AIR ENTRAINMENT, : THE CON~RET£ SHALL HAVE A ~OOM .FINISH 'MTH ALL EDGE:~; HAVING A ~11.!· TOOL.ED fiNISH SlI6GRADE cO .... PACTfON· SHALL 8E 90»; (~ODIFIED' PROCTOR) SET CITY ~ODE. 4-~~ FOR SI:;JrIYALK II.ND PLANTING STRIP 'MDTH 1 ' SLOPE P~VEMENT ,o;S 'PER PLANS' STANDARD CEM. CONC, -CURB AND GUTTEi< SECTION 8-8 I. TYPICAL SIDEWALK ""I."'" !'WIs DATE: 12/96 ... '"" 150 F,"C'CO N 17'42'51' IJ 101.90' ", .... , ...... LOT #2 (5,000 SF) <REEIJlEI'frAD . , .. LOT #1 (8,090 SF> <Rt~tl)t'N,. AL) 135 FRONT ACiE IMPROVEMENT PLAN 1'::: 20' ALTERNATE 2 SIDEWALK NEXT TO CURB (NO PLANTER STRIP) 10" COMMERCIAL ZONE 6" RESIDENTIAL zor~E CURB AND GUTTER SHOWN HOWEVER. OTHER CURBS MAy BE USED. (SEE STANDARD PLANS) THICKENED' BASE Ol' CURB & GUTTER TO MATCH APPROA::H THICKNESS ON COMMERCIAL APPROACHES. (TYP) DUMMY JOINTS SHA~L BE PLACED NPT TO EXCEED 15' elc NOR LESS THAN 10' CIC, THEy SHALL ~OT'!3E LESS THAN '3/16" IN THIC¥NESS AND, SHALL BE 2-1/4" DEEP., , 1/2!" l'HRU JQINTS SHALL BE ~LAq:D .+.T BACK. SIDES'ANO FRONT (BEH'IN~CUR8) OF APPROACH •. AND IN CURB/GUTTER TO DUMMY JbINTS. " . CEMENT CONCRETE'SHALL BE CLASS .3000 AIR ENTRAIN EO, , ! : ' ALL JOINTS SHALL BE CLEANED AND EDGEO .. . \.: SEE DETAIL "A" . FOR MONOLITHIC CURB SECTION A-A ,-6" . · IJ 3/16" SCORE LINE DETAIL A APPROACH ·WITH MONOLITHIC CURB SEE NOTE 5 :i :;" " 11 .. CEMENT CONCETE APPROACH lOR '.DRIVEWAYS AND,I.'LLEY\I APPROACH SHALL NOT BE POURED INTEGRAL WlTH CURB AN~ GUTTER. BUT MAY BE POURED' INTEGRAL v.1TH STANDARD CURS (SEE OETAIL "A"). . ~~ ADOPTED SUSGRAOE COMPACTION SHALL BE 95:>; MODiFiED PROCTOR. APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE. CITY OF RENTON STANDARD PLANS LSi DATE: 12/96 (THE APPROACH 'MDTH II1LL BE 10' WIDER THAN THE DRIVEWAY/ ~~~~~~~~~~.~~~~~===~~6~~ ALLEY WIDTH.) 10/22/96 Edile<1 graphics, ted. Added not. 7, OCII ORT ~~'''r,---." nv ~,nnQ' SP PACE, F DWG. NnoiE, FRO 1 N -G' ''1) Is 'j.. I I k- TYl>laol Plcnn.rf9 Strip ts.e nQtot ~J $.J0E1I.ll1 4JID CURB R.u.> OCSI GIl • _J • l' "'n. to ed9! of • ,,~ SlotWAI,.l; NIP;cL/RI IWP DESlGlt D For ,"se wIth larsot r~~llJS IlS'I(UI) lnt...-$ectl<ms., NOTE. Cwt) R~ DfoS1'7S 10 <r'Id a o;w-. fr.. fN't-rfl'rot<l designs. U,t ~\.r'b FI~ O .. sigr. C <-lty 'III'"orIn norlther ~l>rl .. nor I -.1 t I -..:>rl<, us. Ctrt> ~ ~I.,.., Il Cl<\1::r _1th Jcr~. rO'll"J" lnt"'uctlQnS 19"..m ... "tho'I 35' I. . ' \~ .. Ewpoo,'oo JOI4~! ~'.Iff: ,) steTlo .. c·e J' " ,\-\i" EXI>""""Cl1 JO~~ ~; ,.-ft, , /~"'''''''. i Ln-.,:toen edo;ie to <"II d~pth ot eJjocenr eU!'t> Si .. n .~7-BOI TYP _1====:::::-,,,",""--(Sel!! Note 6l , , .~ x spoxes ot 160· -0" I (5" COllt,.Oct ploY\$) Iocceu~bllt flr"t '5"011 -- '.1 i' I I..~' KI"f'>l ,5' )"1'1,, WI'Ien tanding Is Ips!I -t1".Q'I S' us. C>rtI ROIIp Iolternof •• HI)TE, At''' .. "'~y be TC4~,j ,": ....,tch e)filfi~9 ..,..0<1 •. CEMENT CONCRETE SIDEWALK AND APPROACH D.ETAILS ~I""$. STAll[ OIP.t.I!noT i. ~bTlCII '!'~.J di"(?J~-h e ADOPTED CITY OF RENTON +ft· :::'Im Plan No F-OJ.I SPPAOEFOOS.l .. ----,-----------1-·--______ _ NOTE, SAW'-CUT EX. ASPHALT ALONG EDGE, IN-FILL W' / NEW' IN AREAS AS SHOW'N, INSTALL NEW' CONe. W'ALKW'AY, CURB 8. GUTTER, GRADE TO EXIST, PLANT SEED GRASS PER CITY OF RENTON CODE 8. STANDARDS (W'ARP ASPHALT TO EXIST, CATCH BASINS-FIELD VERIFY LOCATION, RE -SET TOP OF CB'S TO GRADE), ", ,": " , I I I IWashin'tton .1 VICINITY MAP I- Z W L a.. o -J W > W ~ Zz 8L:1 V?~ >-t(,l) >w W~ Ct:: I- U W ) o ~ 0... z o DATE: ""V~/) 6/10/0~ Z <J: -J CL I- Z W I W > o ~ CL L >-! W L:I <[ I- Z o ~ L.... DRA'w'N BYl P.KEARNEY JOB NUMBER, #2105 SHEET I Fl CITY OF RENTON SHORT PLAT NO. LVA -__ -___ ._ SHPL KING COUNTY, WASHINGTON DECLARATION: KNOWN ALL MEN BY THESE PRESENTS THA T /. THE UNDERSIGNED OIWER OF THE LAND HEREIN DESCRIBED 00 HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLA T TO BE THE GRAPHIC REPRESENTA 770N OF SAME. AND THA T SAID SUBDIVISION IS MADE WITH THE FR££ CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OIWER. IN WTTN£SS WHEREOF J HAVE SIT MY HAND AND SEAL. SUE FONG CHAN State of Washington County of __________ _ I CtJrtify that I know or have satisfactory evidence that mgned this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public _________ _ ~ted ___________ _ My appointment expires RECORDER'S CERTIFICATE .................. .. filed for record this ........... day of.. ........ 20 ....... aL .... M in book .......... of.. ...... at page ......... ot the request of JAMES D. CRONES, P.L.S. Mgr. Supt. of Records ------------------------.--------------------,---------------, APPROVALS: __________________ _ KING COUNTY RECORDING NO. VOL./PAGE CITY OF RENTON DEPARTMENT OF ASSESSMENTS Examined and approved this __ day of ______ • 20 __ Exomined and approved this __ day of _____ • 20 __ CITY OF RENTON LAND USE ACTION NO. LUA-__ -____ SHPL Administrator: Planning/ Building/ Public Works Assessor CITY OF RENTON LAND RECORD NO. LND-__ -__ Deputy Assessor THAT PORTION OF NW 1/4, SW 1/4, Account Number _________ _ SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LEGAL DESCRIPTION: TAX LOT 2143700075 LOTS 1 AND 2. BLOCK 2. EARLINGTON. ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUItIE 14 OF PLA TS. PAGE 7, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 50 FEET THEREOF. TAX LOT 2143700320 THE SOUTH 50 FEET OF LOTS 1 THROUGH 4. TOGETHER WITH LOTS 35 AND 36. ALL IN BLOCK 2 OF EARLINGTON. AS PER PLAT RECORD£D IN VOLUME 14 OF PLATS. PAGE 7. RECORDS OF KING COUNTY. WASHINGTON. NOTES: A£LD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2- TOTAL STA TlON USING TRAV£RSE AND RADIAL SURVEY METHODS THAT MEET OR £XCffI) ACCURACY REOUJRal£NTS CONTAINED IN WAC 332.130.090. COPYRIGHTED BY CRONES &-ASSOCIA T£S LAND SURVEYORS. PLAT NOTE: THE LOT OIWERS AND THEIR SUCCESSORS ARE SUB..£CT TO A DECLARA TlON OF RESTRICTIVE CO\£NANTS REGARDING THE PARTlClPA TlON ON AND SUPPORT OF AN FUTURE LOCAL IMPROVDlENT DISTRICT OR CITY INITlA TED PROPOSAL FOR NECESSARY OFF-SITE IMPROIIEJrIENTS REQUIRED BY THE RENTON SUBDIVISION ORDINANCE. SAID DE CLARA TlON OF RESTRICTIVE CO\£NANTS IS RECORDED UNDER KING COUNTY RECORDING NUMB£R: _____ _ PARCEL AREAS: T.AX LOT 0075: 13,089:1: SO.n: OR 0.30 ACRES TAX LOT 0320: 30.364:1: S(}.n: OR 0.70 ACRES ENTIRE PARCEL: 43,453:1: S(}.n: OR 1.00:1: ACRES LOT 1: 8.089:1: SO.n: OR 0.19:1: ACRES LOT 2: 5000:1: SO.n: OR 0.71:1: ACRES LOT 3: 5000:1: SO.FT. OR 0.11:1: ACRES LOT 4: 5.109:1: SO.FT. OR 0.12:1: ACRES LOT 5: 5000:1: SO.FT. OR 0.11:1: ACRES LOT 6: 15.256:1: SO.FT. OR 0.35:1: ACRES ZONING: (RJ.IH) RESIDENTIAL MANUFACTURED HOMES DENSITY: PROPOSED 6~ifJ PER ACRE VERTICAL DATUM: V£RTlCAL CONTROL FOR THIS SURVEY IS BASED UPON CITY OF RENTON VERTICAL DATUM. USING BENCH MARK RENT1853. CASED CONCRETE IIONUM£NT WITH TACK IN LEAD IN INTERSECTION OF SW LANGSTON ROAD AND THOMAS A VENUE sw. ELEVATION = 231.95 FEET NAVD88. SET AN ONSlT£ T£I;IPORARY BENCHMARK: CASED MONUMENT AT INTERSECTION OF SW LANGSTON ROAD AND STE\£NS A \£NUE Sw. ELEVA TlON = 137.98 feET. CONTOUR INTERVAL: 5 FF£T. LAND SURVEYOR'S CERTIFICATE SITE ADDRESS: l.OT 1: 405 SW LANGSTON ROAD l.OT 2: ______ _ LOT 3: ______ _ LOT 4: 319 STEVENS A VENUE SW LOT~ _______ __ LOT 6: ________ _ CROSS REFERENCE: REFERENCE IS MADE TO THE FOLLOWING SURVEYS FOR SECTION SUBDIVISION AND TIE INFORAIA TlON: ROS BOOK 28, PAGE 135 ROS BOOK 15. PAGE 285 ROS BOOK 59. PAGE 253 ROS BOOK 17, PAGE 285 MALCUM COMMERCIAL WA 7!1\'WA Y AELO BOOK I00A BLOCK CORNER TIES, RECORDS OF RENTON PLAT OF EARUNGTON. VOLUME 14. PAGE 7 RECORDS OF KING COUNTY. WASHINGTON. DECLARATION OF COVENANT: THE OIWER OF LAND £lJBRACED WITHIN THIS SHORT PLA T, IN RETURN FOR THE: BENEATS TO ACCRUE FROM THIS SUBDIVISION. BY SIGNING HEREON CO\£NANTS AND AGREES TO CONVEY THE BENEACIAL INTEREST IN THE NEW EASEMENTS SHOIW ON THIS SHORT PLA T TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS. OR OF ANY SUBDIVISION THEREOF. THE CO\£NANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLA T. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE B£TW££N THE FOUND MONUMENTS IN THE CENT£RLIN£ OF SW LANGSTON ROAD ON AN ASSUII£D BEARING OF N72"25'15"W AS SHOIW. PRN ATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW PRIVA 1'£ EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS /S TO BE CREA TED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLA T. THE OWNERS OF LOTS A AND B SHALL HA VE AN EQUAL AND UNDIVIDED INTEREST IN THE OIWERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVA TE ACCESS EASEAlENT APPUR1'£NANCES. THESE APPURTANANCES AND MAINTENANCE RESPONSlBlUTI£S INCLUDE THE: REPAIR AND MAINTENANCE OF THE PRIVA T£ ACCESS ROAD. DRAINAGE PIPES. AND STORM WA T£R OUAUTY AND/OR DETENTION F.AClUTlES 'It'THlN THIS EASEMENT, PRIVA TE SlGNAGE. AND OTHER INFRASTRUCTURE NOT OttNED BY THE CITY OF RENTON OR OTHER UTIUTY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALL Y. PARKING ON THE PA VlNG IN THE ACCESS EASEMENT IS PROHIBITED. UNLESS PAV£MENT WIDTH IS GREATER THAN 20 FEET. VICINITY MAP N.T.S. ",\-"". NW .--.,.. ',;,,- " .. ;..,;- ".~,;" j~;~~,. .~._; .• ;;~.~~':~'* .. ~~L • :"\,,_ lMIf ~. -~~ .~::.. SW·7th St}!" -'-"-"-'--, .. ,-.---"'----.-.. :.--- .. ~ F" RENtON ING THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND ORDINANCE IN MARCH. 2005. C t CRONES & ASSOC. -N- SHORT PLAT FOROcr 2 ~ 2(}1J5 SUE CHAN RECEIVED JAMES D. CRONES Certificate No. .~~!Nl ........ 1\ A LAND SURVEYORS 23806 190TH AIlE s.£ KENT, WA 98042 (425) 4.32-5930 FAX 425-4.32-5933 JUNE 30 2005 OWN. BY GRO CHKO. BY GRA DATE APRIL 2005 JOB NO. CHANS-GIA-PRElJIIIIW?Y SSI.OWC SHEET OF 2 CITY OF RENTON SHORT PLAT NO. LUA -05-131 SHPL KING COUNTY, WASHINGTON DECLARATION: KNOWN ALL MEN BY THESE PRESENTS THA T I, THE UNDERSIGNED OWNER OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLA T TO BE THE GRAPHIC REPRESENTA TrON OF SAM£. AND THA T SAID SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL. SUE FONG CHAN State of Washington County of __________ _ I certify that I know or have satisfactory eVIdence that signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mt'ntioned in the instrument. Signature of Notary Public _________ _ Dated ____________ _ My appointment expires RECORDER'S CERTIFICATE ................... . filed for record this ........... day of.. ........ 20 ....... at.. .... M in book .......... of ........ at page ......... at the request of JAMES D. CRONES. P.L.S. Mgr. Supt. of Records , APPROVALS: __________________ __ KING COUNTY RECORDING NO. VOL./PAGE CITY OF RENTON DEPARTMENT OF ASSESSMENTS Examined and aooroved this dav of ____________ , 20 ___ _ Examined and approved this ____ day of ___________ , 20 ___ _ Administrator: Planning/ Buildin()/ Public Works Assessor O<CDutv Assessor CITY OF R£NTON LAND US£ ACTION NO. LUA-05-131-SHPL CITY OF RENTON LAND RECORD NO. LND-20-0432 PORTION OF NW 1/4, SW 1/4, Account Number _____________________ _ SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LEGAL DESCRIPTION: TAX LOT 2143700075 LOTS 1 AND 2, BLOCK 2, EARLINGTON, ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 50 FEET THEREOF. TAX LOT 2143700320 THE SOUTH 50 FEET OF LOTS 1 THROUGH 4; TOGETHER WITH LOTS 35 AND 36, ALL IN BLOCK 2, EARLINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME I" OF PLA TS, PAGE 7, IN J{ING COUNTY, WASHINGTON NOTES: FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2" TOTAL STA nON USING TRAVERSE AND RADIAL SURVEY METHOD: THA T ME£' OR EXCEED ACCURACY REQUIR[liENTS CONTAINED Ir' WA C 332.1.30.090. COr::YRIGHTED BY CDOViCS & ASSOCIA TES >WD SURVEYORS. PLAT NOTE: THE LOT OWNERS AND TH[lR SUCCESSORS ARE SUBJECT TO A DECLARA TlON OF RESTRICTIVE COVENANTS REGARDING THE PARTICIPA TlON IN AND SUPPORT OF A FUTURE LOCAL IMPROVEMENT DISTRICT OR CITY INITIA TED PROPOSAL FOR NECESSARY OFF-SITE IMPROVEMENTS REQUIRED BY THE RENTON SUBDIVISION ORDINANCE. SAID DECLARA TrON OF RESTRICTIVE COVENANTS IS RECORDED UNDER KING COUNTY RECORDING NUMBER: _______________ . PARCEL AREAS: TAX LOT 0075: 13,089:1: SOIT. OR 0.30:1: ACRES TAX LOT 0320: 30,364:1: SO.FT. OR 0.70:1: ACRES ENTIRE PARCEL: 43,453:1: SO.FT. OR 1.00± ACRES LOT 1: 8,089± SO.FT. OR 0.19:1: ACRES LOT 2: 5000± SO.FT. OR 0.11± ACRES LOT 3: 5000:1: SQ.FT. OR 0.11± ACRES LOT 4: 5,109:!: SO.FT. OR 0.12:1: ACRES LOT 5: 5000± sO.FT. OR 0.11± ACRES (GROSS) 4889:1: SQ.FT. (NET. LESS STEEP SLOPE) LOT 6: 15,256:1: SO.FT. OR 0.35:!: ACRES (GROSS) 14,422:1: SO.FT. (NET. LESS STEEP SLOPE) 12,291:1: SQIT. (NET. LESS EASEMENT) 11,457± SQ.FT. (NET. LESS STEEP SLOPE & EASEMENT) EASEMENT ON LOT 6: 2965:1: SO.FT. EXCEPTIONS FROM TITLE REPORT: FROM TrTLE REPORT BY TlCOR TITLE COMPANY DA TED OCTOBER 13, 2005 ORDER # 6360764-1 1. SEWER EASEMENT AF 4284893 AFFECTING LOTS 1 AND 2, BLOCK 4, PLA T OF EARLINGTON. UNABLE TO PLOT ON DRAWING. 2. MINING RIGHTS AF 617375 AND 1919026 LAND SURVEYOR'S CERTIFICATE CROSS REFERENCE: REFERENCE IS MADE TO THE FOLLOWING SURVEYS FOR SECTION SUBDIVISION AND TIE INFORMA TrON: ROS BOOK 28, PAGE 135 ROS BOOK 15, PAGE 285 ROS BOOK 59, PAGE 253 ROS BOOK 17, PAGE 285 MALCUM COMMERCIAL WA TERWA Y FIELD BOOK 100A BLOCK CORNER TIES, RECORDS OF RENTON PLA T OF EAf?LlNGTON, VOLUME 14, PAGE 7 RECORDS OF KING COUNTY, WASHINGTON. DECLARATION OF COVENANT: THE OWNER Of LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLA T TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS. OR OF ANY SUBDIVISION THEREOF. THE COVENAN" SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLA T. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE BETWEEN THE FOUND MONUMENTS IN THE CENTERLINE OF SW LANGSTON ROAD ON AN ASSUMED BEARING OF N72"25'15H W AS SHOWN. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, IN FAVOR OF LOT 5, IS TO BE CREA TED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLA T. THE OWNERS OF LOTS 5 AND 6 SHALL HA VE AN EXCLUSIVE, EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRfVA TE ACCESS EASEMENT APPURTENANCES. THESE APPURTANANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVA T£ ACCESS ROAD, DRAINAGE PIPES, AND STORM WA TER QUALITY AND/OR DETENTION FACILITIES W,YIN THIS EASEMENT. PRIVATE sIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITl' OF RENTON OR OTHER UiiLlTY PROVIDERS. MAINTENANCE COSTS SfiALL BE SHARED LOUALL Y. FARKING ON THE PA VlNG IN THE ACCESS EAsi.MENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. VICINITY MAP SITE ADDRESS: N.T.s. LOT 1: 405 SW LANGSTON ROAD I" . ·.~2ridPi~i ~ $n~fh S 21l>7:1$'r~ LOT 2: LOT 3: LOT 4: 319 STEVENS A VENUE SW LOT 5: LOT 6: _________ _ .~ . S 132ndSt y~ .................. . .. ~ .,~ • 'l .~ ~, ¢ ~.'9' :J' . ¢ . 'I ..lot ; ~ t.; . .... ~ . 'f6.... ... ·'.'m," : ... ;~>~ ..•. ' .. ,"Rtlm{}~,~y~$""'f ·f!~R.ent;o1 .;' "'" 1i:' s .... , ... '::'-.. ,-,-.- S3~St S~f.!?p SHORT PLAT FOR: THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND c ~ CRONES & ASSOC. - N -~-------- SUE CHAN o~ ; .... ~ ~ ~~~ JAMES D. eRO .~ d ..................... .. ertificate No. .?f1fP'7. ...... .. o A LAND SURVEYORS 23806 190TH AVE". SE KENT, WA 98042 (425) 432-5930 FAX 425-432-5933 7-/6-()7 OWN. BY GRO CHKO. BY GRA DATE APRIL, .2005 JOB NO, CHANS-01A-PRWMINARY SS1.DWG SHEET OF 2 CITY OF RENTON SHORT PLAT NO, LUA-05-J3J SHPL KING COUNTY, WASHINGTON N60'31'27'W(M) # 1853 CONC. MON. N61'17'30 'W(P) A PORTION OF NW_1/4 , SW_1/4 , SEC. 18 TWP -.?3_N., R _ 5 _E., W.M. CITY OF RENTON LAND USE ACTION NO. LUA-05-131, SHPL CITY O~ RENTON LAND RECORD NO. LND-20-0432 RECORDING NO. VOL./PAGE / FOUND RENTON MON 32.31'(M) IN CASE 32. IS'(P) ~ ~ (DEC£MB£R, 1998) FOUND CONC. MON. ~ _ --.!78.06' FOUND CONC. PC MON. / IN CASE W/BRASS PIN N64';3~'8"" --ct-_ ' ~ IN CASE W/BRASS PIN (NOVEMBER, 1993) rv 31.50 (P) /' (NOVEMBER 1993) / . 31·E3' C--J--____ ' ______ 587.56'i~ N}'2'25'15~W(P) _(BASIS qr BEARI!:!~ ---i--__________ ~. I ._ 619. 19 '(C) _. FOUND RENTON MO . a 620.00'(p) a ~ ~~~ c;/'e~A~;~/N I r: __ A ___________________ ~~9~!P) _~f! __ ~~~q_~!_~~~_l!_~~E_________ N7~'25'15'W (NOVEMBER, 1993) I I I R/W 40'(P)TYP 79.89' I i I I I 12.1 I 30' : I 1 I I I I I I I I I 30' I I los I" 10:: 1 I I I I I I I I I I I I ! " .. - FOUND IRON PIPE 0.61'SW'L Y OF PROPERTY - LINE PER ROS 28/135 FEB. 1999 FOUND REBAR • 0.11'SE OF 2 PROP. LlNE\ g FEB. 1999 '\ () Q - }w '"1 ,!"). <"1'"1 ci Q ,}<J a '1'-0'> ~~~-~--~ __ ~~.-~·--30-.-00-'~ ~ 49.89' 572,8'56"E S72'18'56"E 79.90' 67.90' ,f<J "-'"1 • ~ 01 5 <0 - 572'18'56"£ 01 ? L 5Q (1' 5000 79.90' 91.90' 57278'56"£ ~ L (TOTAL) ~ ~ '"1 FT If) <: ~ 5000 SQ FT (NET) Q 0, ~ -:::, ~ "-889 Sa t: Iii 0) "-"i <0 . -'I'- ~ If) ~ 4 . , • 572 ,8'56 "E 13' 0 0 \}\ oPE,!") '\ 5L <"I 91.90' ~--..\ 119.86'\~ r\ ...-51'EJP sQ FT -.ti-...--...I....-..;;..;.;..;..;...------ U1 _\ "i l::f 111:1: z -,- SlOPE <"I 67.91' .~ HOUSE 0) 5TEo£: sQ FT 01 6 ' S72,8'56"E : 20.00' ~ 967:i:: SF ~ 95 L I I--33.4 -, .[.<.II • I .~I <"II '1'-1 i-..I S72'18'S6UE 1 4 LO sa FT 5109 91.90' -I <:: AREA FOR NEW PRIVATE 20' INGRESS, 2 S72'18'56"E 279.69' I EGRESS AND UTILITY EASEMENT ~ I I FOUND OLD IX2 LOT STAKE/ JI A T PROPERTY CORNER I REPLACED WITH REBAR & I I CAP LS 29537 : : FEB. 1999 FOUND REBAR & CAP : : LS 5524 (FEB. 1999) : ~ ~j I )~ I R/W I L ___ /~--------------------------------------------------------------------------------~ -----l . -0) "i 0) <"I }w R <"I 'l'-i-.. -<: I 30' I I I I I 30' ~ _____ ~_~_~~ 3R~ P~CE0~re~~ ________ ~----__ ------~ ________ _ ~ N72·S6'45"W(P) FOUND RAILROAD SPIKE WITH PUNCH MARK 0.2' DOWN (NOVEMBER, 1993) GRAPHIC SCALE o 20 40 80 NOTE: ... ' -:~~'-~' THE INTERIOR LOT LINES WERE ESTABLISHED USING FOUND REBARS AND STAKE AND CONFIRMED BY OCCUPA TION ( IN FEET) ON THE GROUND. THE BLOCK MONUMENTS WERE ESTABLISHED BY THE CITY OF RENTON AND OTHERS SOME TIME AFTER THE RECORDING OF THE ORIGINAL PLA T AND ARE NOT ORIGINAL PLA T MONUMENTS. FOUND BLOCK CORNERS WERE HELD FOR RIGHT OF WA Y 1 inch = 40 ft. LOCA nONS ONL y. FOUND CONC. MON. f W/BRASS PIN 1.5' DEEP (NOVEMBER, 1993) LEGEND: ~ • E/P R/W (R1) (P) (M) (C) CASED MONUMENT AS SHOWN SET 5/8" REBAR AND CAP L.S. 29537 EDGE OF PAVEMENT RIGHT OF WAY VALUE PER ROS 15/285 VALUE PER PLAT OF EARLINGTON 14/7 MEASURED VALUE CALCULATED VALUE PER FIELD MEASUREMENTS AND PLAT c ~ CRONES & ASSOC. -N-~ A· LAND SURVEYORS 23806 190TH AVE. S.£. K£NT,WA 98042 (425) 432-5930 FAX -425-432-593J SHORT SUE PLAT FOR: CHAN w C) « 0.. '-... ~ o > DWN. BY GRO DATE FEBRUARY, 1999 JOB NO. CHANS-01A-PRELlUINARY SS2.DWG A PORTION OF N~.J/4, SW 1/4. SEC. 18 TWP 3 3_N .• R _5 _E.. W.M. ... CHKD. BY GRA SCALE SHEET 1"=40' 2 OF 2 I I I I I I .. --- 1\---, . i <" __ C_"_, t;;rz.~ "?")' 6)+ \ ,,""'-, . , 131.~() KING COUNTY STANDARD PLAN NOTES The 8IIIndard Pan llQIes mll8l be Included 011 all plana. At the applicant's dlscrotlon. llQIes whlch In no way apply to the pt$l:t may b4I omitted; howlMll, the remalning IlQIes mlI8I rot be rooumbered. For example, K General Note #3 were omlUed, the remaining notes 8houId be numbered 1. 2, 4, 5, 6, etc. GENERAL NOTES (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) All ccnstructlon shaH be In accordance wlIh the King County Code (KCC) Road Standards (KCRS). and the King County Council's COIIdIIIona. of preliminary subdlvlelon appt(MII. It &hall be the sola responsibilitY ot the applicant and the protes_iQnaI cr ... engineer to corr4X:I any 8ITOI', omission, or v8l/;lllOl1lrom the allo\te requirements found In these plans. All eorrectIons shall be at no additional coat or IlabilitY to KIng Ccunty . The ~ \!laments within !he~a plana have been flWlewed 8CCOIlIIng Ie the KIng County BALD Division EnglnQeringRevlew ch{)ckllst. Some eUIlTlenls may 11&118 been OII8IIcoked or mI8eed by the BALD DIIIWilltpWlI review",. klY VIIlIance from adoptad 8IandsRIe Is not aIlO'Nad UIVeu apeciftcaIIy approved by KIng COunty, prtor 10 oonstructlon. Approval 0I1~ road. Q"'Pfng, and d~ plan does not COI1i1lIuIe an appt(MII 01 any other coostrucdOn (e.g. doIn8Silc waler conveyance, sewer convey",-, gas, eIecIrfcal, etc.). Before any COO$I!UcliQp or development activitY a praccnslluClion meelil1g must be held between the BALDOIv~'s Devfllopment Inspection UhII, lhe Applicant, and the Applicant'. eon.tructIon ~ A cqpy oItheae apprtlVlI(I plana must be on the job &!Ie ~ constructlon Is In progress. CoosIructIon noise ahaH be limlled as per KIng County Code (SeGIlon 12.88); normally this Is 7 a.m. to 10 p.m. weekdllya and 9 am. to 10 p.rn. on weelcends. It shall be the appIlcanl's/conlraelQr's responsibijitY 10 obtain all ccnstruc1lon easements necessary belor~ Inhiallrlg off·she :work w~hIn the road rights-of-way. FranchlsedutllJtI,es or Qlher 1nst!l1at1Qns thaI are not shown on these approvad plans shall not be construclad ~ !IIl.l1Pr~ set 01 plana thet ,_ all requlr\I!TIQflls 0/ KCRS Chapter 8 are submitted to \tI9QALD iDlvl4!on's Oavelopmenllnsped\on Unl! !hrllll days prtor to coneIrUCtIon. Dat\ll!l shaH be KCAS ~8S8 tlrh'MWlse epprO'/ad by the BALO Dlvlalon. G~ ~ ~~ ~ be wbhln a r!ght-ol-way or apprqprlale drainage easement. but not ~h the(l);!dwty~. AlIQI"OI!Ildwat8( systems must be oonstructad In ~Wllh SeeIiQn at 3.02 0I1ItfI N'WA SlandeRl SpeclfIcaCIons. All utUity trum;he$ shaH be backJ'Jlad and COmpacl!ld to 95'1(, danaHy. All roadway Subgrade shaH btl hacIdlKed IIiCl compeeted to 95% danahy. WSDOT 2.()6.3. Open ClJItlng.~ ~llng rVilctWl.ws 1$ not allowed unllIIS specllk:lliy epprQl/ed by the BAI..O Division aod notad on ~ approved plans. Any Open CUI shaH be restored In ac:ccrdance wlIh KCRS 8.03 (8)3. TI!$ ~RI' .. 8lia!I.ba f~for ~ Wcp .... ~ 88Iety devIcea, protec;tIY. ~'.~,~.""),_.~. ~ to ptOleel:,,1Ite, ... , and safely 01 the 1l\!IIII<l. ~ ~.~!I!~ ~,!!\~',IlIIh Iile perI!.ml!II~ 01 WOfIIcovered by the COll\IiieIQf. IloY w~ ~Iha lIl'ffllad right~y that may \t!Ierrupl nonnaI 'raffle !low shaH reql!lra !lC1Qi!!!t ~~!IQI!I' \CIf ~b~ QI tre/IIc aff4X:Iad. AllIItCI/onfI 01 the WSOOT Standard S~ 1-4t7.23 • Trafflc Coiltrd. shaH apply. DRAINAGE NOTEIJ (1) Praol 0/ IJi!I.1IIl!Y ~nce shaH be submlUed to the BALD DMaion prior Ie the preconstructlon meQIing (KCC 9.04.1oo.D). (2) AII.P'P!>.1I!I!l aJ?PWI"nances shaH be laid on a propelly prepared fQUnda'lcn In accordance with W$QOT 7'()2.3(1.). This 8halIllldl!!1e leVeling 8lld compacling the trench bottom, the lqp 01 lhe fOWldallon material. and any 'eql,rired P'P!> bedding, to II un'Omt grade 110 thallhe entire plpe Is ,IlUPPQfIad by auniformlydSl1$tl imyieldlng base • .. .(3) , •. ~1lIRII.'II!!fI.ba ~£:l1I\ld ha~ asphalt tl'8lltmant ... , or batter Inslde lind outBid" (KCA~ 7.03).-,-'-'. (4) (5) (6) (7) (8) All draIna.ge structures, $'lct·. 81,1 cat!)n ~lfU;lns lind manhole", not I<K:atad whhIn a travfllad roadway or ~, a/1jiII ~'t'j iSClid 1~··;IIid';. All ~IiI'U< UIr8IIasaoelated with a permanent rel&nl1on/<ie\aoiIon ~hy .,.. have $(JIldtccldng lids (1<C.4$ 7.Qa). Aft <:alI1phbal!i!\. g~~ahaHI.QIlIOfI1Ilo KQfIS (Irawlog OU/T.'ler$ 41, 46,47, or 46, which Includes the stampll1g "OUTFAll. TO STREAM, OijMPNO PotwTANTS' and "Property 01 KIng County" (KCRS 7.07). All drtveway c~ ~ within KIng qoumy rigI\t-ol-waV IIheII be 01 euflk;Jant length Ie provtde a mIItImum &:1 .hVm \h!) .1I9W. of .. tIIe .. ·· .. ~.to to the bQItoIII of the dllch. C~ shall have bevilIed8tld~ to 1I'II!I;:h IIi!t eIdt ~ (1«:Ra 7.03{J)). RQ'.;-lifor.roe)QI\ Prlllectlqlt ill ~!lY clilf;he4, wh9re f8CIIlIrad. IIIU8I be 01 8OUI1d quarry rock, ~ed (I) a ct!IgIh 011 '!lQI iiI\!iI~~the foIIowIIiG~: 4'-8'/4O'lf..7Q% passing; 2'. 4' 'ot;k/3Q'l(,-4O'l(, ~Ing; 1\l1d-2" !OCk/lO%·26~ passing. In lIIIal/olJ aI1IIiI be In accordance wlIh KCR$ drtwfligllllmber 51. . ~ CltIIIfIIs (1iI~1 aha!I. beprOldded for each Inoivlduallol, IIXcepl for lhose lois approved for InIiIIll\Ikm by Kltig Co!JtIt/. Stvt:Hlul& shall conIonn 10 he following: a) b) c) d) e) f) Each QI$It shaH be Illlif1!!11y IllC)8ted at the lowest ekvation on Ille 101, so as to service all !UlUllHQO! downspouta and fQoIlng draine, drIII_Y', yard drains. n any other surface or subsurf8Cll d.ralns nee ~ 10 rerlder lhe lois suilal Ie for their Intended use. Each outlet shi!R ~" frll&-!\owi!llJ:Jl9$I!iva til aInage to an appru'led stofmwaler CO/lIIeyance sys!\I!TI or 10 an approved OutfalllG.:ailon. • • OUllets on IlaCh 101 $.1lI1:!e Iocatad with a five-fOOl·1 ioh, 2" x 4' stako marked 'storm' or 'drain.' The stub-out·1haII el!l&nd above IlUlface level, be visible and be secured to the stake. PIP!' material shall conlOfm to Underdmin spooiflcaltons described In KCRS 7.04 end, W n0n- metallic, the pipe ~OOII coritaln 'IIIi';' or Dlher acceptable del&cUon. Oralnagfl ea'~"",nts ,,., ra<;l1h·:j for drainage system deslgood 10 CO/lIIey flows throogh Individual 10/$. The appIlqanI/~or Is I'8IpQiIlllllle for eoordInatIng the kIctItIons 01 all 8Iub-out COI'NIIYI!ACe I/niaa WIth rasped Ie the l!I'P'lrs (e.g. PIMW, .. tallP.'1ona, 18IeWIIon). All individual 8Iub-outa shaH be PIMleiY ~8nd m ...... «1 by the lot home owner. OCT 2 ~ 2005 SUBJECT: MCCANN ENGINEERING INC. CiVIL & STRUCTURAL ENGINEERING 'f.!.,rCHAEL P. MCCANN S.E. 12821-49'H DR. S.E. EVERETr. WA. 98208·9621 OFFICE I FAX: (425) 337-5075 . ·200 200· .. i! ..... ~.~ ...... ~.~~~~~.'~' .. ~ ... ~~.~~~ .... ~.S··I I; j II .. ' "I'" 1')5 195' II .. ' . '. ·Ii .. · .......................................... .. FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT .'.'~f-T WITH LUGS. ~ /4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS ,AnONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEA TTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD X S" STORTZ, A TTACHEO·.WlTH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WiTH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43-655 SAfETY YELLOW OR APPROVED EQUAl. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. J CONCRETE BLOCKiNG -"if&, 16" x 8" x 4" MININUM CONCRETE BLOCK UNDER HYDRANT 42" t; BUR 0" BEHIND. BACK OF CURB lEHIND BACK OF SIDEWALK ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DIVG BR46 / PAGE B090). ..r-RAISED PAVEMENT MARKER TYPE S8 AS =,,/' STlMSONITE TWO-WAY BLUE. CONCRETE BLOCKING 0: '" ' CAST IRON TEE. WITH 6" FLANGt SIDE OUTLET. "-6" G ATE VALVE (FLX MJ) AWWA C-'S09, RESILIENT SEAT. 6" DUCTlLE IRON PIPE, CLASS 52 CEMEN~' LINED, LENGTH TO FIT TWO 3/4" STEEL TIE RODS. SEE 'STD DETAIL FOR TIE RODS . '. WASHED DRAIN ROCK' (3" ro 3/s") d f'IL"~~ FAe,~,c.. MAT~J>.L. !-ileAFI 140, .o,~ 00uA!.. z',z'14 6A.WE.~DE.D Wh~e. FA8E!.Ic:. ce. EQu1 LEVEL ALL GROUND MIN 3' RADIUS FIRE HYDRANT, I '. I d .... "I''' 190 1 5" STORTZ LEVEL ALL GROUN MIN 3' RADIUS 190 . j'" ................................ .. • I .. ' .. ' ... ' . II 1\0 II .. ~ 185 185.)1 ...... · .... · ............ 1::: '. I ....... '. ·1·· .... ···· .... · ........ "~OT 1f6 I II (10,256 SF) .......... '1'" . 180 I I <RWllEIIT At.> ... 180 ". '!l" ................ ............... . ......... j ... 175 175. II I ... .I I • l' . . . . . : 1 , I ..... ' I I . 170 " ·1· t~.. .................,. II? ! ...... 170 . . .' . . . . .' I ." i .......... j .... 165. 160 i .. :+/" "'-" <--$ll~ rto I'" ~J .' OJ .1::1 .......... · .. · .. · .. · ... ' 165" II~ '" 1>-~ I~ ..... ~ I:' ,... ........ • 4' tWO I ... · . . .f . .(\j z 160 .' '" I'" ",I ..... -I LOT 1f5 (5,000 SF) ...... <R£S1W!t"",,' 155 150 145 140 I ia I~ II~ ,..I i I t:l . w· ACtESS EASEMENT !"[':'.,~ . -. -. . /1 ' . II ~I t> .\ .. ... '" _.' -' .. ' ········r·· ." .' . iii .. ' ; i . ~ ...... ........ "::::",-' '-' - Ii r-""'r ~-T~~'" Ii ~"'''''I ? 11 ...... 1:; ~ . .'n j I LOT' 4 i I ~ (;),109 F) !! i ID II .. of II &l .~ ~""'~I II , ; I .. !il I .' ~r .. ' II • II Ii , I I I NOTEo MI1VE ElC. PI'. POt "'-WIC UTlUTY. '. 55,5~' I . .... . . . '. .1 I 5'- LOT #3 (5,000 SF) <RE&IIlENTID ...... II II f I II II I t.· 155 .... r I I ~f" .' 150 ••• ... 1 :.1 ~I ~. "I Z) ... 145 '-"1 I I <f ~6'~' __ ~~~~1_~' EIIOIIION/SEDIMENTATION CONTROl. NOTES (I) ~ of thIiJ .......,aoid_ ...-(ESC) plan does not conotlIuto an 0flIlRlY8I of _ road or ~ deaIgn (9.g. size and Ioc:aIlon cJ roads. pIpoo, -.... cItannoIa. retention IacIItIeo, tdIIIeo, etc.). - (2) The lmpIe ..... _, oIit-ESC plano and Iho consIrucIlon, ma_ reoIecomen<. and upgradlng of these ESC Ia<:IIltIos 10 tho rasponsiI)iIlty of Iho appIlcar</_ untI oR c:onstnJction Io~. . (3) Tho _ 01 t.,. .....,.;g llmll. """'" on this plan shall be d-'Y IIegged In Iho1IeId prior to COI1IIIrtJdIon. During tho consIrucIion period. no _nco beyond the IIegged clearing limits ... be ...... IIIted. The_ shall be_ by tho oppllcant/_forlho _ 01. COI1IIIrtJdIon. .-«) The ESC ............... on this plan .,... be ~ In contunctlon _ all cf..ang and .. greding actMlie$. and in such a roamer 81 to Insure that seellmerc laden water doeI not enter the d""'-_ or _ avpAeeHe __ ........ <Is. (KCC 9.04-020 M. KCRS 7.09 0). (5) The ESC ......... '-n 011 IhIs plan are 1he min""';; ~ for anticipated alta "",dIItons. DUi1ng tho __ period, those ESC ......... _ be _ (e.g. __ oumpo. reklcatlon eX ditches end lilt rancea, etc.) .. needed for unexpec:tad atorm ...,.... (KCC 9.04.000 82). (S) The ESC .............. be lnopected daly by Iho '_/conIniCtor ond .-.-.. """"""'" to """'" Ihoir _ !uncdOillng (KCC !I.04.090 82). ... (7) hrf area stripped 01 wlaata-lndudlng roadway _ -. no furtlw wOO< 10·· . antlclpoled for • period cJ 15 days, shall be _lately _ with the approved ESC IIIOIhods (e.g. ~, mulching. net1Ing, .. osion -. etc.) (KCRS 7.090). (8) Arry .... neOdIno ESC __ not requiring immediate an __ be _rossad _ iifteen ~ (15) days. (9) The esc facIIUeI· on inactive des shall be Inspactad and. maintained • rnInknurn cI once a ITIOnIIt or wIIhIn the 48 hours fo(IowIng a storm 9Vent. ONE MAN ROCK HYDRANT lOCATION IN CUT OR Fill .. 1O/15/9E 5/18/95 '-... . 12/15/9 -DATE (10} At no time shall more than one foot 01 sediment be allowed [0 accumulate within a catch basfn. All cat<:h _ and """'-"'" "'-_ be cleaned prior 10 """"'" The "'_ operBtlon shall not ftush sedIrneft laden water Into the downstream -system. (11) SlabIIzed _ ..........,.. and wash pods .... be _ at the beginning 01 """""""'" and __ for Iho _ 01 the projec:t. __ ........ may be requItad to lnsunIlIlI\lal paved ....... keiXcIeon forlho _ oflho projec:t. (!lCW 46.6t.655). .. .... (12) DI,Iriog the lime period ~ NOYember 1 through March 31, all ~ disturbed areas greater than 5,000 squwe bNl1ha1 are to be left unworked forrnore than 12 hours shalt be coveroo by one of IhO fofIowJng cover measures: mulch, sodding or piast!c covering .. {'5) Mi _ ... _/d ... n"oo 1aoIIIy.-... ,,",-y ___ be modIIod_ the ~ ____ ond _ provItIe ......... 1imIgI CII*lY. flho _.'1aoIIIy 10 IO_.~ .. In _ o<d<r okA._1ho IacIIIy IhaIlllal be uaad _. ""IpOii.Y II8ldk1g; ~ No ~ dill ........... oi'*** .... be UMd". ta:1iPOi_Y ua:Ing bah . (14) -. -.u for 1ampoIary .. .,..... _It I'OqiJJred, lui garri1aIIng ___ be oppUod .. .. _cpolole _ (e.g. ......, or ...... "'" ~ applied II .......... 1iINI)' 8B poundo per OCII/. ('5) Where ...... mUch forlampolary erOlllon _10 _. _ be applied at ........... _dlwo_: . .. ~. l I ..... 150 EX. !' I ar !!II· ($ ... .. -'-'. ~ .. - ----$ - -I .. '. . " . . . . . . . . . . . '. . .... . .1. . . . N 17"42'51' OJ :rl 'J 101.'30._' __ _ ; ! I I I I ~I j <[ I I j I '. I r . LOT #2 (5,000 SF) QtESt])ENTAl.) 6'-0' CIJNC. l!! J EXISTING HOUSE (FINISH FUl£JR=141.SO') . '. L-______________ .~ LOT III (8.090 SF) CRESIllENT All . _--EX.. -,~ I .. I . I I ' o-j "l ~I z ". -.-EX.CI · ... T·O. 145 iCl:: IZ D f-I (/) L..:J Z <[ I -I .... 'j'.... 140 1 3 II! :ij tl ~. ~I :.1 I I I . . . . tDGE []I' EX. __ T _. -_. --. --. --. -_. --, -_. -_. --. --. -_. --. -s 'fE-V EN'S -AVE NO t--s::W-" ~;.' ;IIE~ ~ (<8') -_.---' U 135 6' waT_ SE'JtR l.IIE 135 I ___ . __ . ...J_. __ . __ . __ . __ . __ . __ . _ -. __ ._.£ :W~. -_. -_. -_. _ -. -_.--. --._-. - -_ -.-_.--,--.-_. -_. --. __ . __ . --.-_. __ ._ -.--1 _T_E_S_C ___ P_L_A_N ______________________________ I________ z I 1':: 20' EditeQ text, adr.ension Revised Pumpe:- Corrected text -cofor DCV OT DCV 01 I RTM DT BY APPR'D 111:;:1I1~1/ - iii' EXISTlrlG _. CRTCH BRSltI/,l! .. '- FIRE HYDRANT· ASSEMBLY DETAIL ADOPTED CITY OF RENTON - tfN-r.' STANDARD PLANS LST DATE: 10/15/96 OWG. ~jl ,ME: BR24 SP PAGE:B102 EXISTING PAVtltlENT ::';;11 !-If"". .. II . MIRfiFI f40'1'/ fILTER fflBf/Il'. ---W,,-fABRIC SHALL BE ItfSPtCrED DAILY DUfflNG t6tfSTffVCTlON.4tfO ClEANtD 11/ Off REPLflCED AS fffGUlRED. IHTE.RfM GRATE PROTECTlOf{ fOR txfSTING £'.B.$ firs ash i nr ton VICINITY , I I MAP III i II I I I I t I ) I J ! II I I !II II ! 1If) I I~§ II If-lu , W !, '0 IQ!: In.. DATE: 6/10/05 DRAW'N BYI P,KEARNEY JOB NUMBERI #2105 SHEET, 1 1 OCT 242005 RECEIVED " ·200 200 ' " "',,:-:-.. ::-: N 17"43'33'_E B~.~O:". ' ,.,...,.;..' '1' I ............... " ...... . I I I ."., I'" 195 195' '. II ........ ", 'Ii" ........ > ............ , ............. >' •• ' I I I 190 I 1"1'" II .......... , .. ,. 190 'jf' .................................... ,' I I I I ..... . 5 ..... 18 " ................ . I ..... . . . . . . . .... .. .. '" .~ 185 ::: I '.... .... LOT #6 I I .... ,180 I <10,256 SF) , .. .. .. . ., I I I <II •• IlIENT"'-) , " .' .... 180 . , , , , I ........ , ..... . . ............... . . .' ·175 I " 175,. I . , 'I' I' . , , , . , , , , , , , , , , ... ' , , ' .. , . . .. " I .' .... , ... ( .. 170 rI1.1~~~Ae?l(. MAie.2JJ..L MI,J':A~ I 140, p~ EoLIA!.. , I 'I Ii , Z·.Z.t4 6A,WI<LOe.D IIIle .. FABe,.:. = EC>Ul FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-Sll0 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT '. '''~,ET WITH LUGS, .. /4" MAIN VALVE OPENING, TWO 2-1/2" HOSE CONNECTIONS ~AtIONAL STANOARD THREADS. 4" PUMPER CONNECTION CITY. OF SEA TTLE THREADS WITH A STORTZ ADAPTOR. 4" SEATTLE THREAD X 5" STORTZ. ATTACHED-WITH l/B" STAINLESS STEEL CABLE. ' 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 42" f; BUR 0" BEHIND, BACK OF CURB, IEHIND BACK OF SIDEWALK ADJACENT TO CURB, TWO-PIECE CAST IROI~ VALVE BOX WITH LUG TYPE COVER EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SEcTION WITH REGULAR BASE SECTION LENGTH TO FIT, VALVE NUT EXTENSION AS REQUIRED (SEE DIVG BR46 / PAGE 8090). ., Z-.' ,RAISED PAVEMENT MARKER TYPE STIMSONITE TWO-WAY BLUE. CONCRETE BLOCKING 88 A8 CONCRETE BLOCKING -n¥1h " ' CAST IRON TEE.' WITH 6" FLANGE: SIDE OUTLET. ""--6" GATE VALVE (FLX MJ) AWWA C-'509. RESILIENT SEAT 6" DUCTILE IRON PIPE. CLASS 52 CEMEN), LINED, LENGTH TO FIT TWO /" STEEL TIE RODS. SEE STD DETAIL FOR TIE: RODS. 3 4 LEVEL ALL GROUND MIN 3' RADIUS "6" x 8" x 4" MININUM CONCRETE _BLOCK UNDER HYDRANT '. WASHED DRAIN ROCK' (3" TO 3/8") 5" STORTZ ONE MAN ROCK FIRE HYDRANT , •. 1 LEVEL ALL GROUN MIN 3' RADIUS FIRE HYDRANT ASSEMBLY DETAIL HYDRANT LOCATION IN CUT OR FILL ADOPTED CITY OF RENTON ... 1O/15/9f Edited text. odr.ension DeV OT~ , di- l'N'f STANDARD PLANS LST DATE: 10/15/96 II 14 .' . EROIIONfSEDIMENTAnoN CONTROL NOTES 5/18/95 -12.115/92 Revised Pumper DeV OT Corrected text 'color RTM DT 170 .. · .. e... .. .......... , .... . I'i' , ' <t> I"' '" ru • .... 165 ..... .... 160 '" I'" hi JI'j ....... ' ..... , .. . ......... " .. ' ... 155 165"" II~ I .' .... ' w I~ :" I~ ......... . ~ I~ .............. , .. .. X t;; .. It!· .. 160'" '" Ig ",I u. II~ ~ ,.", li~~.,;;;~-·-.~. . .. . .." I . ' . . ' . 155 II ,,' LOT #5 (5,000 SF> ...... .. II .' ,,' ..... , ..... I ' . . ' . . . . , . . . , , . -:-.' t -36.37' , .,.' '""-<.:.. T .... ,.~ .. ~3,,"'~.3'-•. -.. - : , .. "., .. ' ....... ~.,."'.'. , .... , ...... II i/ ........ I' ~. 150 . 1]1 ,.,,'~ I LOt.· 4 ,.' I ~ (5)109 F) 145 I: ~ ... ' . 'R<SI1lEII .... , i: I II ~ .. ~r L:lZr ~ ~"""'I H~" I f--, ill I ."l! (I) 0-' 9 H "- I . .... . . .' ... .' '1 ,f XI:.: I U ~ II b II I I I 140 . -€J-\-=>~{'{':~ ti_ ---::-::-55,5==9':'===--=-dr-=l!:ti:rcr- ~""'f,,",*QIC.~ -'---,. -/l -T -~r DU\IEV~Y", ." ....... _" ... ,.,. • .1,. . .. . ' . .. . LOT #3 (5,000 SF) z .145 1> '!'I ....... .. 1lp ~I &\1 r· I') ApprowI fA IhI8 8iOeIon/aed' ...... Uon ....-(ESC) plan d.,. no( """""'"" on __ fA permanent road Of d'~, .... g. design (o.g, "'oW 10C0li0n r:A road, pIpoe. .... __ .. retenllon tacMtuea, IJIjn~, etc.). (2) Tho !mpl_1on r:A It-ESC "..no and ... oanatnJctIon, ................... _ and upgrading r:A .hoao ESC IacIIlloo 10 tho rooponaIbiIIy fA tho 1flpI1cont/""""""'u urd all cooatnJCIIon Is apprcwed •. _ ' (3) "(hQ 1'-,l()lJ:'"odarlea of 1M a')s'tirig Ilmh$ shown on this plan shaJt be clearly ftaggs.. In ~fIeIcI prior to construction. During the COl\lIiIructiofl period, no dl8!ulbance beyond the fIllgl}d d .............. be pennlttad. The .. goIng IihalI be maintained by the appllcan8/cont1a<:tor '01' the dunatlon 01. conoInIGtlon. .- ( .. ) The ESC IacIItIea shown on thlli plan muat be ~ed In conjunction wIh ~ dNl'lng and --- grading 8(;Uvhles. and fn auch • manner .. 10 lnauro that sedlmortlladen weier doet not tnlel the drainage ayum 0( v60IaWI applicable ..... 1Iandard .. (KCC 9.Q.4.Q20 M. KCRS 7.00 D). , (5) Tho ESC IacIl* oIfcMi, on !hit plan ...... mInImutIi requl_1or ontJcIpated .... condltlona. During tho ........,,100 period. __ ESC '"" .......... bo __ (o.g. """ ...... ..,.".,.. ,eIocalkIn cI dltchM and ... Iencee. -c.) .. nNded tor unexpected ItOnn ...-eilla (KCC Q.04.090 82). • (8) Tho ESC ............ bo "'pod" daly by tho _I __ and _1IiIInoId u I18CN8OIY to IIlIIUf8Ih111< continued IunctIonIng (KCC 9.04.090 B2). i (7) Iu"f ar .. "ripped r:A vei;jetatIon, including roadway embanlanento, _. no funhor ""'" Ja . , antlc'pa'" 101 • period fA '5 dayo, ahaII be immediately "'billed wttIt "'"OW""'" ESC method. (o.g. _log. mulching. _lng, erosloo blank"', .... ) (Kc.S 7.090). ,. (8) Any area nHdlng ~ rneutn, not requiring immediate anentJon. shall be .sdresMd within Mien'" (\5) days. (9) The ESC lacillea on inactive ail .. shall be lneped:ed and maintained • minimum d once • month or within the 48 houq; IoIICM'ing • Mofm 8\lent. ',. , .. .. DATE (10) At no Ume thai! more than one foot of .adl.,.,. be allowed to accurnllate within • catch basJn. All catch baaIna and conveyanca l!net ahaU be c:leaned.pr\ot 10 paving. The deanlrlg operation ahaIl not IIU$h aedlmenllMen water Into the dCMnalream aystam. (11) Stabilized COIlSIructIon enlrancea and wash pads &hall be Installed .. the beginning 01 cONltuctlon and rnUttU1ed lor .. d&ndan 01 the ~ M 9' ............ y be ~ to ..... eI _ ............. _Ior ... _ ............. (RCW".'.e&al.-" . ; .. ' I • OIUU 1·kt.1:. b _ 10 :.:..~. ----¢ -- )( ~hoae6\ ",,",0<"''''''11''_ Ig" i I 101,90,,_' __ _ N 17' 42'51' 1,/ ' ........... , . '" ........... J ... . LOT 1f2 (5,000 SF) til:ESrtle:NTAD .. EXISTING HOUSE (F'INISH rLODR=141,50') LOT #1 (8,090 SF) 'RESiDENT Ill) • 135 I __ . __ . ...J _. __ . __ . __ . __ , __ , __ . __ . -_. _.6!. lIAIJ8.J4/o1!U.lI£. __ . --. -_. --. --' -_. -_. --. ---_. __ . __ . __ . __ ._.-. __ ._-. __ . __ . __ . __ . __ .--1 I I TESC 1'= 20' 'r Af "l. l ___ _ BY APPR'D 11/~/II~I/-' -Ilf " EXISTING _. CRrCH BRSIN?!:!.. " . DWG. N! ,ME: BR24 . SP PAGE: 8102 lXISTING PAVtlr11!fIT II"" MlflflFI 14D·t/ FILTeR fIiBRIC, "'-W=--fllBfllCSHIIlL Bt INSPtCTED DfllLY DURlflG Cf)NSTfWCTrON AND ClEANED OR REPLACED liS flfOUlfleD. III INTERIM GiATE PROTECT/ON fOR EXISTING "E'.B.s tlIS -,----1--------- I I I ,~~~~~~IWashin.,ton I ld: I I I , I I ------~---------~I~~~~:~ji, I ~'i: L' VICINITY I I MAP .--.----------~ f- Z W ~ 0.. o ...J W > W q Zz ElL:! 01--< ~(/) >W Wr:::I e<: f- U W ., o e<: 0.. DATE: 6/10/05 z <[ ..J 0.. DRAINN BY' P,KEARNEY JOB NUMBER, #2105 SHEET: 1 1 ! f , , i> 1 • I I ~1 ilt; I ~ I t r .. 7-c'-. ~ I L t---3/8-E / r I I ~AVEMENT SAWCUT ...... I L ~ MUST MA lCH EX1ST1NG THICKNESS IF GREA TE~. OR 1.0' BEYOND ~:JGE OF DAMAGEO PAVEMENT I I " HALF 'PI AN- N STRIP I , _~I I I PLANTfNG" , : r :5/~: ExPANSlCN JOINT 6' MIN I , L~/=d HAl F PlAN I .' NOTE: USE OPTIONAL APPRQAQi ONLY 'M--/E A SIDEWAlK IS USED AT n-t€. 8ACK OF THE: APPR<lACH .t.NO niE SlO£:WAlJ( _IS 5£1 BAO TO A UINfWW OF 6' FROM CV~B. AL TERNA TE ·1 ---d< ~:;;,.£!> ... --'-.,,%:"6< . ,_ "'-A .......... -----_ / DRIV[WAY OR AlLEY / -"-_~ SEE ZONING CODE FOR /1 FOR MAX I< MIN v.1DTHS .. '"-"," :::::,," UJ U « "- 6' MIN I ,,-U 0« ·0 (TVP) '" a:: . Ua. «a. CD« A. RTERIAL. STREET MINIMUM 1 3" CLASS "s" A.C. ': I ~-;!~.I t-l'-Y~ SIDEWALK AND PLANTER STRIP 1O~ C.OMMERCIAL ZONE 0" RESrOENn.\L ZONE '~4~~~;~RCIAL APPRqACH 4." A. T:S. ------/ S·· CRUS~ED ROCK I " RESiDENTIAL STREET M:NiMUM i 4" CLASS "8" A.C r 6" CRUSHED -ROCK 1 ) ! DATE CURB I< GUTTER REPLACEMEN'r DETAIl 8-#)+ ~~~NTON STANDARD pL.ANS tsr DAT£: 12/96 OWG. '\lAME: FR05 SP PAGE: FOl: I -f 1/2-MAX : EET?:=t=~~======31 ~aE~ WHERE POSsIBLE). HALF ELEVATION CEMENT CONCRETE CURB AND GUTTER SECTION SHOWN (S£E STANOARO PLANS FOR OTHER CURB DESlGNS) MIN 6~ -y:H!CK SlOEWALK ',N APPROAC;-: AREA HAl F EI EVADON z ~--I CEMfNT CONCRETE CURS AND GUTTER SEC nON SHO'NN (SEE $T"NDARD PLANS ""OR OTHER CURB DESIGNS) ~[ 3/8-EXP'::" cOINT OPTiCNAL '. -~" -----r--_., L6~ WIN 18'l- THICKENED EDGE OF A.PPROACH TO Fll!..L DEPTH or CURB ALTERNATE 2 SIDEWALK NEXT TO CURB (NO PLANTER STRIP) 10" CO:,iMERcrAL ZONE 6~ RESI'JENTIAL ZONE CURB ANb GUTTER SHOWN HOWEVER, OTHER CURBS MAy BE USED. (SEE STANDARD PLANS) TH!CKENED' BASE 0,:" CURS & GUTTER TO MATSH APPROA:H THICKNESS . \.: SEE DETAIL "A" , FOR MONOLITHIC CURB SECTION A-A JOINT \1, r;'~/16" SCORE LINE ~ I; 1- ~L '-l .', 18" DETAi! A 200· .. SEcnON 8 e R 15' t.ltN ON CO~,1MERC'Al APPROACHES, (TVP) = 1. OUM~Y JOINTS SHAW-BE PLACED NOT TO EXCEED 15' C/C NCR LESS THAN 10' c/e. THEY SHALL ~OT' BE LESS THAN '3/'S" IN THlqNESS AND, SHA4L BE 2-'/4" DEEP .. APPROACH 'WITH MONOLITHIC CURB SEE NOTE 5 195' .. 1 ....... . , l' .. . . . , . . . . . . . . . . . . . . . . . . . . . . . I 190 . ;." ,., .. , ....... ,., ................... , ..... . , .. 185 I ., ..... ...... '. . . .. '.. . ................ . I 1 ..... ....... LOT #6 (10,256 SF") <RE8I1IEI1T AI.> 180 .. -[-........... ,... .......... ' I 175 ... .1 .... , .. . . . . , ., .......,........ 170 , ..... . ..... .... , .......... . .' . ~ ", . ·1'·· 195 .' . · . I· .. , ... 190 .' . .. ' , .. ' . .' . , '" .~ 185 -~ .1 .. 180 1 J .. ·175 '1 I ..... ·170 · 1 . .. ·1:65 . .... .... 160 ;NOTES, I. A I.lIHD.IUIoI J' 'MOE ACCESSIBLE ROtHE' SH'W-BE MAINTAINED IN All , PEDESTRIAN ACa:SSlBlE AREAS., ',' 2.. CONlRACllON JOINTS SHAll BE ;PlACfO ALONG SlOEWAL~S AT 15" .. "'AX!~.U~ SPAClNIJ. Au. JOINTS'SHALL BE, ClEANED AND EDGED. ..... IN . ~:8!! LOCATED SO THAT RUNofF DOES NOT FLOW PAST ~'.: • S:SHAlL 6E POURED AS A SEPA.RATE UNIT fROU THE _;.I~Trn BY EXPANStON JOINT MATER!Al ON ALL SIDES E .-_~ _"':T £NO Of RAw? NEXT TO ROADWAY. '} O1~:~PN LEva UP TO t/4-MAY f!£ vElinCAL AND ",!THOUT ECCE ~R(.a,T\(£NT. CHANGES IN LEVEL 8£fVI£(N 1/4~ ANO 1/2 SHALL 8£ 8£\lELED ~TH A SlOPe: NO CREATER THAN 1:2. APPROACH Pl AN , . :' : cS:,RA-MP TEXTURING IS TO ~E o~ MTH "N EXPA.I'IDED: ~TA~ GRATE PLACEQ·'AND REkoIOVED FRO!.l WET CONCRETE -r:a LEAVE A O!AMOND- p,,'rTElW THE LONG AXIS Of-'THE DIAMOND PATTERN SHAlL BE PERP(NoiCULAR TO THE OJR8. . GROOVES SHAll BE 1 Ja~ OEEP' ANO 1/ .... -\'ItOE. - 7, ctM£Nl CONCRE1t: APPF!OACHES SHAlL BE CONS1RUCTED Of A~-ENTR"'IN£O CON£REtt; a.ASS 3000 ANO MAY BE POURED iNTEGRAl. WllH CORa Y97 REPLACe: sF' PAGE: F005.2 OF 8/10/95 OATEREVISION 1/2"X4'" EXPANSION 'MAtERIAl , 14~R AT JOINTS I cv.l DT BY!APPR'O CEM~NT CONCEJE SIDEwALK; AND APPROACH DETAILS e ADOPTED CITY OF RENTON SfANDARD PLANS lST DATE: 4/97 Z. 3. 4. ; . 5. 7 .. r '/2"X4" EXPANSION MATERIAL CEM. CONC. CURB AND GU ITER SCORE LINES TO BE RADiAL TO CliRS AND GUTTER + 1/2"X4" EXPANS!ON VA TER(A! :/4"R A,: Jc..'~--:-S ~w~ -WlDT;'; Or SIDEWALK '/4"R AT JOINTS f>. r'\-,-.4n ~!JW"V JOIN::-S I , 1 I ' t--=! , , I, --.Ju G[NERAL NO:'-~S. cuRB &: GUT;EP JOINTS: OUMM~ JOINTS SHAlL SE PLACED NOT TO -EXC££D 1S', ele NOR LESS ""AN 10' c/c lHE.Y SIiALL ;,",01 St LESS ""AN 3/16" iN TH!CKNESS ANO SrAlL 8( EXTENDEO T B(LOW TIlE GUTTER liNE -lCT£H~I\!.!. ~o~ ~ci~cittBrt PLAC£C AT AU CotD_ JOINTS ,AS OIR£CT£t) By ENGlNE£R AND sHAlL . Wt,t£RE ~ SIOCWALK IS TO BE PlACED AGAINST TH'E CURe JINO GOYlER. THE JOItH SHAlL Be: " COUI .JOINT 1,2"'X 5 EXPAJI-.S1O"1 MAT£RIAl SHAll. 8£ PLAC£O' FR~ P.C:~ TO P.T.'S AT AU -CURB RrTI.JRNS_ 1/2"'X4~ . E>1'AN~.2!An.RlAL SHALL·Bt PlACED AT E~Y F'OURlH SlOE WALK PANEL THE CONCR£T[,IdIX FOR SIDEWAlKS Si-IALL ............. R:J TO TH£ REOt?IREtotEMtS OF cu.SS B (.}j4-) WITH AIR EttTRAlNMENT. nit CONCRETI: ~HAlL HAVE A BROOM .~IMSH 'MTH ALL EOCE!: HA\IING A :;n~. TOotED !'!NlS/'. SJ6GRAOt COMf'ACTION SHALL BE 90% (MODIFIED PROCTOR) SEE CloY CODE 4_~ FOR SCEWALX AND PLANTiNG STRiP 'MOTH ~J ... N ....... , ... " .. , ............ . 165·· .... I w t .... 155 1/4·'(n. , ~(2"R 1/2HX5~ DIPANSlON MATERIAL CURB RETURN ON;L Y '/2"R 160 155 • ~ ." . ... " . ... ' . CD , •••... , .. ·k······ .,1 ! ~. ... ,. .' . .. ..".a:...~ .-.'--_._- ( .... ••••• '\D , -, LOT #5 (5,00D SF>.· .... <RalIIEl<T""'S . ~ .,·150 . .., .145 PAVEMENT ~S ·PER PLANS PAVEMENT As PER PlANS j STANDARD CEM. CONC. STANDARD CEM. CONe. CURB AND GUTTER ,. CUR5 AND GUTTER SECTION A-A ,PLANTING STRIP SFCTlON 8-B .J 1 r ... i~:~~';'fj~C: 1 • • • · ...... , ...... . 150 .' . 145 140 I I , ,·r .i··· I I I ~ f:l. LOr.· 4 (;5,109 F) <R£S1ll£N 1\1.' I I I ·1 , -·' .. 55,59' L:I Zw t-ICI) f--~ ~D XI W 1 . . . . . . .. . . 1 I ... LOT #3 '5,000 SF) <RESIDENTIIU 54,41' .. '. ..1 r . 1 -.,'.~. -. ---.... --~-- • • . • , . . . , • . • , . . . j LOT #2 (5,000 SF) <REElWIT A!.' " .. -l 20'-0' ~1 ~I , EX. CJ NOTE, 11_ IISPtIi\LT Tn EXln.CATtHM$M. i I . . . ElIG£ IF EX. "'!W. T • . _ -. -.-~--.----.--.--.--.-"1~-:;~.--.--."--.-StEVENS -AVENU"f-s~,·--·-~ ---~( -==\(. ---~( --"'i)( - 135 FRONTAGE IMPROVEMENT PLAN 1'''' 20' N 17'42'51' 'vi 101,90._' __ _ EXISTING HOUSE LOT #1 (8,090 SF") <R£Slkf(TAL) -.--.- I3s.oo .'. )r-:::: --- 135 0-1 ~I I ;.1 ~I ~ .' .. TYPICAL SIDEWALK ADOPTED CnT or ftDITON ST.u<DARD ?LANS LST DATE: }2/~ H <tl o ,.3.00 ········~F f-I (/) LJ Z <t -.J 1/21" l'HRU JQI>lTS SHALL BE RLACI;:D F BACK. SID!:5'AND FRONT (8EH'IN~ CURB) or APPROACH, AND IN CURB!GUTTERTO DUMMY Jbli'j,TS.. . CEMENT CONCRETE' SHAlL BE ClASS jOOO AIR ENTRAINED; ALL JOINTS SHAlL BE ClEANED AND EDeED. APPROACH SHAlL NOT BE POURED INTEGRAL WHH CURB AND GUTTER, BUT MAY BE POURED' INTEGRAl WITH STANDARD CURS (SEE DETAIL ·'A"). ' SUBGRAOE COMPACTION SHALL BE 95" MODIFIED PROCTOR. APPROACH CENTERLINE TO MATCH THE DRI\,£WAY IAlLEY CENTERLINE. (THE APPROACH WIDTH WILL BE 10' v.1DER THAN 1HE DRI\'£WAY! ~i~~~~~~~i~~;;===3~~E~~~ AllEY WOTH,) (10/22/96 Ed1t~ ~hi<:$, te~~ _A~od,...~~t. 1, l~~ I,._~~~.~ .L -vi" " __ J. ;.. I I ... c Typicol J>!O"!t~"'1 Si'I'"lp (s,e "Qt. 4) . l ~ . ------.Ja L" <'c. " tl SlO£WAU lHD WRa R.uI' OESIGII 8 ___ __ _..J • 2' ,,;~. to ~(\\le Q1 • ,- SUI£~II! .u.o iCUIII IWP OlStGat 0 ,f'o;-us .. wttn !oYse .. o~l"", 13S'WIIO in't<trsec1" ....... ,., ~T£l_ C~ ~ ~i'¥lS • QnG a ore fl\e' !)r.' .... red desl.,-.s. Us. Orb Raap J)e$lo;r. C only"""" neIther <!*SIgn A nor ! .111 _~. ~ Curb R_ o.sl~ 0 a'lly .ttt. le:..o;. rCIGI ... in1'.-.K'tt_ 1<T..n_ 1'h<Irl 35' I. ~.. ~·Ut. ~ -tl TM(:iI!<> &do;j .. 1'0 full *Pth cd OflJ=t-~1IT1;> Si9f't!H '01 !Y? _.~, ====::,""""--(See ~Oh $1 , ' •• 1: ~I'>~" ot ~'-o" . , (5,,", wniTQ<;t p!QI"\'$). , " ~'.' I ,., ('; , . . . . " /..cCe$Slbt. iQ$t st'<l1I ! } ; 'i ,CEMENT CONCETE APP~OACH ,FOR'DRIVEWAYS AND ALLEYS ~ ~_R 1 + CITY OF RENTON E). ADOPTED STANDARD PU.NS = DA'!'E, '2/96 DWG. Nt,ME: fRO 1 N SP PAGE: F *Nominci CEMENT CDHCRETE S I DEWALl( AND APPROACH DETAILS .IIIU~ nm ~ iw JIt.toIi¥aIJUUIt-: ou_u. RiNt_ ~lttu.:J. e ·....".." . ~ . =="'" tal DaIo 1IIG1199S ?b., NoF -03.1 SJl'P-AC6 FOOS.l NOTE, SA'vI-CUT EX. ASPHALT :Washington ~~ ALONG EDGE, IN-FILL 1,11 NEI,I IN AREAS AS SHO'vlN, INSTALL NEI,I CONC, 'vIALKI,IAY, CURB S. GUTTER, GRADE TO EXIST. PLANT SEED GRASS PER CITY OF RENTON CODE ~ STANDARDS (I,IARP ASPHALT TO EXIST, CATCH BASINS-FIELD VERIFY L.OCA TION, RE -SET TOP QF CB'S TO GRADE), -~---.-f--------- VICINITY MAP , I '1 : , , 1-: , , Iz' wi , ::2': I 10...1 '0' i ,I ,wi 1>1 lWf I "'" i zl i ozl ~1l:J '0 ~ ~ 1--1 (./) i>lw ! w r=1 i~ i . i ~ i I I 1 'lrY 101 IW"I' 'I-If) I " i <r r-..... ,"'" I I I I DATE: I 6/10/05 , • zl <r ..J 0... I- Z W ::>: w' >1 0 1 Ck:1 0...1 21 >--<1 w' ~I I-z o 0<: lL.! 01 OJ I DRAW'N BYI P,KEARNEY JOB NUMBERl #2105 SHEETI CITY OF RENTON SHORT PLAT NO. A PORTION OF NW_1/4, SW_1/iI , SEC. 18 TWP 23_N., R _ 5 _E., W.M. RECORDING NO. LUA -__ -____ SHPL KING COUNTY, WASHINGTON CITY OF RENTON LAND USE ACTION NO. LUA-__ ----, SHPL / FOUND CONC. MON. IN CASE (DECEMBER, 1998) ~ _ 618.06' N64-;;:--r. '"' 78"w 'I:" [ N6b'J,'2rO(M) 32 .. 11'(M) N67 i 7'30"W(P) 32.16'(P) / FOUND CONC. PC MON. IN CASE W/BRASS PIN ._ (NOVEMBER, 1993) CITY OF RENTON LAND RECO/?D NO. LND-__ _ __ _ N72'25 "5 "W(P) 619. 19'(C) - 620. 00 '(p) (BASIS OF BEARINGS) -I- I 587. 56 '(M) FOUND CONe. MON./' IN CASE W/BRASS PIN (NOVEMBER, 1993) (""-+-I----- i --- 590'T(P) SW!:AN .. ,. GSTO~ROAD -,-__ o~~~@~~~~~ i R/W • 40'(P)7YP 1< \J I Ii· ::J 'ii:'-==--:-:-~ :g io I ."t Il)Ili :g~ <c 'ii:'~1 ~-..;:.. , !..:J Il)~ :-I<) ..., . Cl "t ;.... K --~ ~ <? ~ "-"-~ <c 30' ~ rJ) .... ~ Z ~ ~ Z a ~ c;, ~ ~ ~ ~ I I I I I I I I I I I I I I 30' I I -:-. '. : -'. -... : .... : ...... . "":", .. -:::.: .. ...... I I FOUND IRON PIPE I O.51'SW'LY OF PROPERTY ~ LINE PER ROS 28/135 I \ . i'Ca. ;::;;; I FOUND REBAR • ~ O. 11'SE OF :s Cl' PROP. LINE ~ g ~ C···· FEB. 1999 \. Cl Q) ~ ~ ::> ~ C) J:: t<) ~ 1 I \ S7278.'55"E 79j90' -:~.-..~-. 57.90' HOUSE '\ g ~ <::i <"t 'V I -- FOUND OLD lX2 LOT STAKE/ ~ A T PROPERTY CORNER REPLACED WITH REBAR de I CAP LS 29537 ()() I FEB. 1999 'l: .,:,: I ? JI~' :~D REBAR & CAP : I J.. FOUND OLD WOOD HUB S 1 1 ~ ON LINE FEB. 1999 ~ ~ LS S524 (FEB. 1999) I 30' L _ -f-_______ R/W _________________ ---.--------------1 ~-¢- ~ FOUND RAILROAD SW 3RD PLACE 619.98'(P) 519.51'(M) N72"53 '00 "W(M) N72'S6 '45 "W(P) ~ SPIKE WITH PUNCH MARK 0.2' DOWN (NOvEMBER, 1993) FOUND CONC. MON. / IN CASE W/BRASS PIN (NOVEMBER, 1993) RIM=138.56 IE NW=132.97 (4U PVC) IE N=132.81 (12" CONC) IE E=132.72 (12" CONC) ~ Cf:J ~ Z ~ RIM=135.98 IE N=129.84 (12" CONC) IE E=129.S7 (1r CONC) IE 5=130.09 or CONC) IE W=132.48 (4" PVC) RIM=133.83 IE N= 131.0S or CONC) IE 5=130.88 or CONC) RIM=133.70 RIM=133.41 1£ N=130.82 or CONC) ,~ C"._ '" '7~ ,,-" / • ...," ronA 'I'"» ,"-.....:--'~~ ..... , \" ..,.."._/ IE W=131.11 (6" PVC) ~_~ __ RIM=134.99 IE N=132.86 (12" CONC) ~ ~ ~ Cf:J FOUND CONC. MON. t W/B:'?ASS PIN 1.5' DEEP (NOVEMBER, 1993) JUNE, 30 200S DWN. BY GRO CHKD. BY GRA VOL./PAGE GRAPHIC SCALE o w ~ 00 ... ' _I~~'~~' ( IN FEET) 1 inch = 40 ft. NOTE: THE INTERIOR LOT LINES WERE ESTABLISHED USING FOUND REBARS AND STAKE AND CONRRMED BY OCCUPA TlON ON THE GROUND. THE BLOCK MONUMENTS WERE ESTABLISHED BY THE CITY OF RENTON AND OTHERS SOME TIME AFTER THE RECORDING OF THE ORIGINAL PLA T AND ARE NOT ORIGINAL PLA T MONUMENTS. FOUND BLOCK CORNERS WERE HELD FOR RIGHT OF WAY LOCA nONS ONL y. LEGEND: ~ CASED MONUMENT AS SHOWN • SET 5/8-REBAR AND CAP L.S. 29537 E/P EDGE OF PAVEMENT R/W RIGHT OF WAY .0. FIRE HYDRANT -0-POWER POLE ® SEWER MANHOLE EEl WATER METER III TELEPHONE RISER I£§ CATCH BASIN @ STORM DRAIN MANHOLE rn TELEPHONE RISER o:x:::x::J ROCKERY (RI) VALUE PER ROS 15/285 (P) VALUE PER PLAT OF EARLINGTON 14/7 (M) MEASURED VALUE (C) CALCULATED VALUE PER RELD MEASUREMENTS AND PLAT c ~ CRONES & ASSOC. -N-~ A~ LAND SURVEYORS 23806 190TH AVE'. 5£. KENT. WA 98042 (425) 432-5930 FAX 425-432-593~E ....J o > SHORT PLAT SUE CHAN FOR: CITY OF F1.,c~k.ANNIN "",.,ON DATE FEBRUARY, 1999 SCALE 1-=40' OCT 2 ~ 2005 RECEIVE' JOB NO. CHANS-01A-PRELIMINARY SS2.DWC SHEET 2 OF 2 CITY OF RENTON SHORT PLAT NO. LUA-05-J3J SHPL KING COUNTY, WASHINGTON N60"J"27-w(M) 32.31'(101) N61.,7'30·w(P) 32. 16'(P) I I I I I I I I I I I I 30' I I FOUND REBAR , O.11'SE OF :5 PROP. LlNE\ ~ FEB. 1999 \, I FOUND OLD 1X2 LOT STAKE/, AT PROPEJ?TY CORNER REPLACED WI TH REBAR .t I CAP LS 29S37 1 1 FEB. 1999 I I I Ib ~ S72"8'56~ i' !V ~ A PORTION OF N~l/ 4, SW_1/4, SEC. 18 TWP .?3_N., R _ 5 _E., W.M. CITY OF RENTON LAND USE ACTION NO. LUA-05-131, SHPL CITY OF RENTON LAND RECORD NO. LND-20-0432 RECORDING NO. NOTE: mE INTER/OR LOT LINES ~RE ESTABLISHED USING FOUND REBARS AND STAKE AND CONFIRMED BY OCCUPA nON ON THE GROUND. mE BLOCK MONUMENTS ~RE ESTABLISHED BY mE CITY OF RENTON AND OTHeRS SOME nME AFTER mE RECORDING OF mE ORIGINAL PLA T AND ARE NO T ORIGINAL PLA T MONUMENTS. FOUND BLOCK CORNERS ~RE HELD FOR RIGHT OF WAY LOCA nONS ONL y. VOL./PAGE GRAPHIC SCALE o ~ ~ 00 ... ' .1-1._ .... ' ( IN FEET) 1 inch = 40 ft. LEGEND: o CASED MONUMENT AS SHOWN • SIT 5/8" REBAR AND CAP L.S. 29537 E/P EDGE OF PAVEMENT RjW RIGHT OF WAY (R1) (P) (101) (c) SITE ADDRESS: VALUE PER ROS 15/28.5 VALUE PER PLAT OF EARLINGTON 14/7 MEASURED VALUE CALCULATED VALUE PER FIELD MEASUREMENTS AND PLAT LOT 1: 405 SW LANGSTON ROAD LOT 2: 305 STEVENS A VENUE SW LOT 3: 311 STEVENS AVENUE SW LOT 4: 319 STEVENS A VENUE SW LOT 5: 325 STEVENS AVENUE SW LOT 6: 331 STEVENS A VENUE SW ... ~ Y' 1 ~ FOUND CONC. MON. I RjW I L ___ ~~ ___________________________ ~ ____ ~ __ ~ ____________ --------------------------------~ , J ' I t I ~ SW 3RD PLACf;, 619.98'(P} ~ ~ -----1--------- ------N7~~:;~;~~M) ------~ -'----------------- ~ N72'56 '45 "W(p} FOUND RAILROAD SPIKE WITH PUNCH MARK 0.2' DOWN (NOVEMBER, 1993) f W/BRASS PIN 1.5' DEEP (NOVEMBER, 1993) OWN. BY GRO CHKD. BY . GRA c ~ CRONES & ASSOC. -N-~ A LAND SURVEYORS 2J806 190TH AVE". So£. KENT, WA 98042 (425) 432-5930 FAX 425-432-59J3 SHORT PLAT FOR: SUE CHAN DATE JUNE 8, 2008 JOB NO. CHANS-OIA-PRELIMINARY SS2.0WG SCALE SHEET 2 OF 2 - I I I 1 I , I I I • t ------, I I I t I I , I I I I , PLANT MATERIAL LEGEND Abrev. Common Name trees: if BOW BowHali Maple shrubs: '(. OLL Otto LuykeD Laurel -,t ORR Orchid Rock Rose -f.. WRR White Rock Rose Botanical Name Acer rubrum IfBowHaU" Prunus laurocerasus "Otto Luyken P' Cistus purpureus Cistis Itybrldus ~SYmbOlsJgrOUnd covers: BBC Bearbear Cotoneastt"f ~ DLY Day Lilly Cotoneaster damerii "Low/asl); Hemerocallis liS/ella de Orra'J I -/ I I -W(7Jr~~~I~ . ~1~NClf~'I~ 1----~ -----~ - Size/comment 2" cal./B&B matched wI 6' branch 15_181'IB&B, matched 18" hgt.fcont., matched 18" hgt./cont, matched 1 gal.lcont. at 42" oc 1 gal. - " .... SITE SPECIFIC NOTES CURB CUTS: ·Curb eats are diagrammatic and for Iudscapo refertDt!e oDly. Final earb eats· to be designated by CM! Engineer. Field adjust plant material as necessary. TREE DETAIlS. All trees to be planted per 1'ree Planting Details. Trees to have perf pipes 1IIStaIl~ for band water Irrigation per owner. LANDSCAPE CONSTRUCTION NOTES 1. Owner to seeare all netessary permits per City of Renton reqnlnments. 2. ,\II work performed shall eonform with tIJe CIty of Renton, laads~pe and Irrigation reqairemeats, codes and spedflead ...... 3. I.odIte, proteet and avoid dlsrnpdon of all above and below grade udIldes and site festores prior to eonstrncdon. Contractor Is respolllible for any resnltlag damages during eonstrnction. Call before yon dig at 1 (1100) 4l4-5SS5. 4. Clean snbgrade by I'eIIlOWIg all andesirable 'YOgetadoa Includlag grasses, weeds, blad<berrles, scotch broom aad poplar seedllags Indnding roots. Leave subgrade In lalldleape areas mlnimnm 9" below paWlg In sbnlb beds. Remo'YO all debriIJ from site. 5. Provide mlnimnm 6" depth 6040 mix from Paget Soand Topsoll (253) 833~374 In allshrob beds. Scarify subgrade by rototlllbtg and add topsoll on snrface. Add additional topsoll as n~~ to contour 8hrob beds !nel.cling required berms. 6. Profide mlnimnm 2" depth fin. blend hem-fir mulcll to all plandng ~s. MnIcll from Sawdust Supply, Kent, Wasblngton. FIll all planting beds to within 1" ohop of all enrhs and wlllks. Slope all planting beds to drain. 7. Provide on. (1) year warranty for all plant materials and workmanship. 8. Verify all quanddes sbown on the plant fist and p ....... If dlserepandes eDst between the grapblc repr ... ntsdon and the nnmerlc totllls, the grapblc representstioa shall rule. 9. All plant materi1lls to be specimen quality with fnII, symmetrieallnlDk and follage, Dnless otherwise noted. Fert1llze all plantings with "Osmaeote 17-7-12" plant grannIes by Scott. Iastslll enps per tree larger . than 3",1 enp per tree less th8ll3",1J2 enp per 5 gaL, 114 per 2 and 1 gsL, 1/8 eup per 6" and 4" pots. PIaee at b .. e of plant after mnIeh has been Installed. 10. InSDre proper dealnage of all planting holes prior to installing plant materials. If plandng holes do not drain or lfbeavy clay solis are evident contset lan~pe arcllItect. 11. Aspbalt to be removed 3" from behind extruded earb In planting beds after paWlg Is completed aod before plant material is Installed. 12. Owner to provide hand water for mlnlmnm 2 yean to estsbllsh root development of an plant material. , \'LANT: REMOVE BURLAP '" FROM TOP OF ROOT BALL i I~~:,¥--CONTAINER PLANT: SCARIFY SIDES 011' ROOTBALL I ~ -;, , ... 1, ® ·1 I -r .~. .f .1 ) • '" ~~~ 1¢t~Hl' ti'l"'.--~ uti MIN • cOMPACI'EJ) SOIL MIX SUBGRADE DETAIL: SHRUB PLANTING NO SCALE TREE STAKES: TREES Z" CAL. OR GIUtATER-3 STAKES PER TREE TREES 13/4" CAL. OR SMALLER-1 STAKES PER TREE ~rJ9".---f. ratW TlIEE IMPORT TOPSOIL PER NOTES EXCAVATE AR/1.A l TIMF-'I DIAMETER. OF ROQ1'1IA.LL. MINIMUM .:1" TOl'SOlL AROUND ROOTBALL TREE PLANTING DETAIL WITH PERF PIPE NOSCALE __ , r:;:;,. PLANT CENTER :::---ROW .. ~r-;j;!r~7---_ SPACING AS NOTED ON 'PLAN (TRIANGULAR) SET PLANTS@ORIGINAL DEPTH@FINISHGRADE, PRIOR TO SPREAD MULCH. 'llT"---2" MULCH (TYPE PER SPl>CS.) FINISH GRADE BACKFILL SOIL MIX (MIX PER SPECS.) '-IOOl;mNIG SUBGRADE DETAIL: GROUND COVER PLANTING NO SCALE ... - ... L ~ f - WASHINGTON' REGlSl"EllED ... '~~-- CITY OF RENTON SHORT PLAT NO. LUA-05-J3J SHPL KING COUNTY, WASHINGTON DECLARATION: KNOWN ALL MEN BY THESE PRESENTS THA T I, THE UNDERSIGNED OWNER OF THE LAND HERON DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND D[CLARE THIS SHORT PLA T TO BE THE GRAPHIC REPRESENTA nON OF SAME, AND THA T SAID SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER. IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL. SUE FONG CHAN State of Washington County of ___________ _ I certify that I kno w or have satisfactory evidence that signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public __________ _ Dated ____________ _ My appointment expires RECORDER'S CERTIFICATE ................... . filed for record this ........... day of ......... ,20 ....... at ...... M in book .......... of ........ at page ......... at the request of JAMES D. CRONES, P.L.S. Mgr. Supt. of Records , APPROVALS: _________________ __ KING COUNTY CiTY OF RENTON DEPARTMENT OF ASSESSMENTS Examined and opproved this ____ day af ____________ . 20 ___ _ Examined ond approved this ____ doy of ____________ , 20 ___ _ Administrator: Planning/ Building/ Public Works Assessc" D"\[Jutv Assessor RECORDING NO. VOL./PAGE CITY OF RENTON LAND USE ACTION NO. LUA-05-131-SHPL CITY OF RENTON LAND RECORD NO. LND-20-0432 PORTION OF NW 1/4, SW 1/4, Account Number ______________________ _ SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LEGAL DESCRIPTION: TAX LOT 2143700075 LOTS I AND 2, BLOCK 2, EARLINGTON, ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 50 FEET THEREOF TAX LOT 2143700320 THE SOUTH 50 FEET OF LOTS 1 THROUGH 4; TOGETHER WITH LOTS 35 AND 36, ALL IN BLOCK 2, EARLINGTON, ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME 1-' OF PLA TS, PAGE/. IN KING COUNTY, WASHINGTON. NOTES: FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2" TOTAL STA nON USING TRAVERSE AND RADIAL SURVEY METHODS T.'-IAT M£fT OR EXC£ED ACCURACY REQUIReM£NTS CONTAINED IN WA C j'32. 130.090. COPYRIGHTED BY CHONES & ASSOCIA TES LAND SURVEYORS, PLAT NOTE: THE LOT OWNERS AND THEIR SUCCESSORS ARE SUBJECT TO A DECLARATION OF RESTRICTIVE COVENANTS REGARDING THE PARTICIPA TlON IN AND SUPPORT OF A FUTURE LOCAL IMPROVEMENT DISTRICT OR CITY INITIA TED PROPOSAL FOR NEC£SSARY OFF-SITE IMPROVEMENTS .REQUIRED BY THE RENTON SUBDIVISION ORDINANCE. SAID DECLARA TlON OF RESTRICTIVE COVENANTS IS RECORDED UNDER KING COUNTY RECORDING NUMBER.' _______________ . PARCEL AREAS: TAX LOT 0075: 13,089± SO.FT. OR 0.30± ACRES TAX LOT 0320: 30,364± SO.FT. OR 0.70± ACRES ENTIRE PARCEL: 43,453± SOFT. OR I.DO± ACRES LOT 1: 8,089± SO.FT. OR 0.19± ACRES LOT 2: 5000± SO.FT. OR 0.11± ACRES LOT J: 5000± SQ.FT. OR 0.11± ACRES LOT 4: 5,109± 30.FT. OR 0.12± ACRES LOT 5: 5000± SO.FT. OR O.II± ACRES (GROSS) 4889± SOFT. (NET, LESS STEEP SLOPE) LOT 6: 15,256± SQFT. OR 0.35± ACRES (GROSS) 14,422± SQFT. (NET, LESS STEEP SLOPE) 12,291± SO.FT. (NET, LESS EASEMENT) 71,457± SO.FT. (NET, LESS STEEP SLOPE & EASEMENT) EASEMENT ON LOT 6: 2965± SO.FT. EXCEPTIONS FROM TITLE REPORT: FROM TITLE REPORT BY TlCOR TITLE COMPANY DA TED OCTOBER IJ, 2005 ORDER # 6360764-1 1. SEWER EASEMENT AF 4284893 AFFECTING LOTS 1 AND 2, BLOCK 4, PLAT OF EARLINGTON. UNABLE TO PLOT ON DRAWING. 2. MINING RIGHTS AF 617375 AND 1919026 LAND SURVEYOR'S CERTIFICATE CROSS REFERENCE: REFERENCE IS MADE TO THE FOLLOWING SURVEYS FOR SECTION SUBDIVISION AND TIE INFORMA TlON: ROS BOOK 28, PAGE 135 ROS BOOK 15. PAGE 285 ROS BOOK 5'J, PAGE 253 ROS BOOK 17, PAGE 285 MALCUM COllMERCIAL WA TERWA Y FIELD BOOK 100A BLOCK CORNER TIES, RECORDS OF RENTON PLAT OF EAF:LlNGTON, VOLUME 14, PAGE 7 RECORDS OF KING COUNTY, WASHINGTON. DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLA T, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, E.IY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THiS SHORT PLA T TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLA T. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE BETWEEN THE FOUND MONUMENTS IN THE CENTERLINE OF SW LANGSTON ROAD ON AN ASSUMED BEARING OF N72'25'15"W AS SHOWN. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW PRIVA TE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, IN FA VOR OF LOT 5, IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLA T. THE OWNERS OF LOTS 5 AND 6 SHALL HA VE AN EXCLUSIVE, EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVA TE ACCESS EASEMENT APPURTENANCES. THESE APPURTANANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THEPRIVA TE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES Wl/'·iJNTHIS EASEMENT, PRIVA TESIGNAGE, AND OT~fER INFRASTRUCTURE NOT OWNED BY TffE CITY OF RENTON OR OTHER U,iUTY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALL Y. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. SITE ADDRESS: LOT I: 405 SW LANGSTON ROAD LOT 2: LOT 3: LOT 4: 319 STEVENS A VENUE SW LOT 5: LOT 6: VICINITY MAP N.T.S. THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND c ~ CRONES & ASSOC. -N- SHORT PLAT SUE CHAN o A JAMES D. .' . O A LAND SURVEYORS 23806 190TH AVE. S.E. KENT, WA 98042 (425) 432-5930 FAX 425-432-5933 7-,6-07 OWN. BY GRO CHKD. BY GRA DATE JOB NO. APRIL, 2005 CHANS-OIA-PRELIMINARY SSI.0We SHEET OF 2 ' .. ,.,' IN CASE CITY OF RENTON SHORT PLAT NO. LUA-05-131 SHPL KING COUNTY, WASHINGTON N60'31 '27 ''W(M) 32.31'(M) A PORTION OF NW_1/4 , SW_1/4 , SEC. 18 TWP 3 3_N., R _ 5 _E., W.M. CITY OF .RENTON LAND USt ACT/ON NO. LUA-05-131, SHPL CITY or RENTON LAND RECORD NO. LND-20-0432 RECORDING NO. VOL./PAGE / FOUND RENTON MON # 7853 CONG. MON ~ J (DECEMBER, 1998) N67 ./ 7'30 'W(P) 32. 16'(P) FOUND GONC. MON. ~ ----!78.06' N64';J~ --It-_ \ FOUND CONC. PC MON. / IN CA5E W/BRA5S PIN 37.50'(P) / NOVEMBER 1993 ~ ~ IN CASE W/BRASs PIN (NOVEMBER, 1993) 31.§.3' C~ -1--(~ ---' --) ----587.56'f.~ ,,!!2"25'75~W(P) -(BASIS (JF BEARIf:!G~ ---i ------------1' FOUNO RENTON MOJ I # 7056 CONG. MON -679. 79 '(C) _. IN CASE W/BRASS PIN (NOVEMBER, 1993) 1 I I I ~~II ~~ .'1-:gLri \() :2 1 I §sl~ , 'I <;..) ~ ;I~ . ,.,... ~ ~ ~ -,.,... \() ~ ~I 1 I I I I I 3D' I 1 1 I 30' I a 620.00'(P) a "1 ") 590'(P) SW LANGSTON ROAD N72'25'15''W l L,' ___ --'/~ ________________________________________________________ --... --------A-------- R/W 40'(P)TYP 79.89 IS I" 10::: 1 I I I I I 1 1 1 1 1 1 1 FOUND IRON PIPE 0.61'sW'LY OF PROPERTY ~ LINE PER ROs 28/135 \ FEB. 1999 ~ FOUND REBAR • ~ S72i8'56'':"[ 0.11'5E OF 2 PROP. LINE\. g FEB. 1999 '\ ( D '-Q' ~ a 'I- Lo1 ~ 12.7 afT S090 5 . co lw~ ~ 0' c:i V) co co :::,." 0,.., '0 " :r::~ <vi -lw \() , ,.., ."1 • C\if") }l.l co '1-0) -c:i r....~ 30.00' !.fl C\i :::-. ~ --::t-49.89' " 572'18'56"E -572'18'56"£ <: 0) 01 2 l 50 r1 SOOO <vi 0) ~ ~ <vi \() ,lw .~ ~ 572'18 '56 "E 79.90' 79.90' K ~------6-7-.9-0-,-----4~~----9-1-.9-0~'--~------~~ ).w 572"78'56"E " ,.., ~ 01 5 \() ~ ::t-. L (10iAL) ;:! ~ ~,.., F1 Ie) ~ ~ 5000 SO F1 (NE1) Cl ~ ~ ~ c; r--.. 889 sa t ll) ~ ~ 4 ., S72'18'56"E 0' 0 0 U1 SLOPE ~ t 91.90' ~~ 119.86'\'-1 ~.sr£JP 50 FT ;:------...... --~;;.;;..--------- U1 \ ~ 111:1: ~ -t- SLOPE - \ C\j 67.91' ~ HOUSE 51£0£: SO r1 O"f" 6 . S72'18'56"E ~20.00' ~ 967± SF ~ 9S L \ I f--33.4 ~, .Lw I • I HI C\il '>1'1 1--..1 S72'IB'56"E 1 A \..0 sO FT 5109 91.90' -I ~: AREA FOR NEW PRIVATE 20' INGRESS, 2 572'18'56"E 279.69' ~ EGRESS AND UTILITY EASEMENT ~ I 3D' I 1 I I I 1 I I f I I FOUND OLD lX2 LOT STAKE/ Jf A T PROPERTY CORNER I REPLACED WITH REBAR & : 1 CAP LS 29537 I : FEB. 1999 FOUND REBAR & CAP : : LS 5524 (FEB. 1999) : ~ ~j I )' I R/W 1 L ___ ~~ ________________________________________________ --------------------------------~ I 30' NOTE: THE INTERIOR LOT LINES WERE ESTABLISHED USING FOUND REBARS AND STAKE AND CONFIRMED BY OCCUPA TlON ON THE GROUND. THE BLOCK GRAPHIC SCALE o m ~ 00 ... ' _I~~I ;;;;~I ( IN FEET) MONUMENTS WERE ESTABLISHED BY THE CITY OF RENTON AND OTHERS SOME TIME AFTER THE RECORDING OF THE ORIGINAL PLA T AND ARE NOT ORIGINAL PLA T MONUMENT£ FOUND BLOCK CORNERS WERE HELD FOR RIGHT OF WA Y 1 inch = 40 ft. LOCA TlONS ONL Y. FOUND CONC. MON. LEGEND: ~ • E/P R/W (Rl) (P) (M) (c) CASED MONUMENT AS SHOWN SIT 5/8" REBAR AND CAP L.S. 29537 EDGE OF PAVEMENT RIGHT OF WAY VALUE PER ROS 15/285 VALUE PER PLAT OF EARLINGTON 14/7 MEASURED VALUE CALCULATED VALUE PER FIELD MEASUREMENTS AND PLAT PU\N REVi EV\j CITY OF RENTO'" H '; "r.. '1007 ,i \.' i. /.. .1 f.. RECEIVED f W/BRASS PIN 1.5' DEEP (NOVEMBER, 7993) I ~ SW 3RD PLACE 619.98'(P} ~ ~ -----1-----------------N7~:;~~;~~M) ------~ -------------------'~ ~ N72'56'45 'W(P) c ~ CRONES & ASSOC. - N -llI---------~ A LAND SURVEYORS FOUND RAILROAD SPIKE WITH PUNCH MARK 0.2' DOWN (NOVEMBER, 1993) A PORTION OF N~_J/4, SW_1/4 , SEC. 18 TWP -.?3_N., R _ 5 _E., W,M. OWN, BY GRO CHKD. BY GRA 23806 190TH A1.£ So£. KENT, WA 98042 (425) 432-5930 FAX 425--432-5933 SHORT SUE PLAT FOR: CHAN DATE FEBRUARY. 1999 JOB NO, CHANS-01A-PR[lJMlNARY SS2.DWG SCALE SHEET 2 OF 2 - . , I I I , I 1 , I , I I I ........• " \. I ------{ I I PLANT MATERIAL LEGEND Abrev::..-...Cnm}!U)"-,n-,-,M",am",,e ____ ..!2B""o/"'an!!!ic""a1U M"'am"'e"-______ "'Si"'W.""c!!!Qm"'m""e!!!nt'--__ trees: l' BOW Bow Ran Maple shrubs: 'f OLL Otto LuykeD Laurel ~ ORR Orchid Rock Rose 7'. WRR Whit. Rock Rose Acer rubrum (fRowHall" Prunus laurocernsus "Otto Lllyken" Cis/us purpuTew~ Cistis hybridus 2" cal.IB&B matched wi 6' branch 15-18"IB&B, matched IS" hgt.lcont., matched IS" hgt.icont., matched ~SYmbOl.fJ/ground covers: nBC Bearbear Cotoneaster 1": DL Y Dov Lilly COioneao;ter damerii "Low/ns/I' Hemerocafris "Stella de Orra" 1 gal.!cont. at 42" oc 1 gat \ , I I I I , I I I I , .. j. . ... J . " I I I p----~ ----_. I , t-D1 fit - ---...1------- • I - SITE SPECIFIC NOTES @ CURB n rrs:Curb cuts are diagrammatic and for bmdscape refere""" ollly. FInal enrb enCl!· to be deslguated by Civil Englueer. FIeld adjust plant material as ueeessary. @ TREE DF.T AlL'!. All trees to be planted per Tree Pbmtlng Details. Trees to bave perf pipes InstaIItld for band water irrigation per owner. LANDSCAPE CONSTRUCTION NOTES 1. Owner to •• cure all necessary permits per City of Renton requlremenll!. 2. All work ,.rformed sltall tOnform with tire City of Rent 011, landscape and irrigation requirements, codes and spedf!ca.t .. ns. 3. Loeate, pr .. 'ee! and " .. ofd dlsntption of all above and below grade lItIJItIes and site 1eatures prior to tOnstruetiOD. Coutractor Is respousible for any resulting dSlIIllges dorIug constrnetion. Call before you dig at 1 (800) 424-'!555. 4. Clean subJ!rade by reIIIoving all undestrable vegetatlou iIIcilldiug grasses, weeds, blaekberries, stOteh broom and p"plar seedf\ngs iIIdudiug rooll!. Leave sallgrade iIIlaudscape areas miDimDlll 9" below paving ill .hrub beds. Remove all debr18 from site. S. Provide minimum 6" depdl 60-41) mix from Pagot Sound TopsoD (253) 833-0374 ill all shrub beds. SearIfy SUbgrade by rototllIlng and add topsoD on surface. Add additional topsoil as needed to eootour .bmb beds iIIe1udillg required berms. 6. Provide mlulmDlll 2" depth fiae blead bem-fIr muieh to all planting beds. Muleh from Sawdust Supply, Kent, Waslli:rlgton. FlII all planting beds to withfu 1" Of t~ of all eurbs aud walks. Slope all planting bed. to dnin. 7. Provide 0'" (1) year wamIJIty for all plant materials and workmansblp. 8. Verify all qd8DtltJ ... boWll on the plaut Ii8t and plans. If diserepandet eJlst betweeu the graphic representation aud the numeric totals, the grapbk represeutatJoD IIItaIl rule. 9. All plant ... aterlllls to be spedmen qualfty willi full, symmetrieal trunk and foliage, 1ldie'l8 otiIenrise noted. FertlJta all p1autillgs with "Osmacote 17-7-12" plant granules by Seo«. Iastall2 cups per tree larger . tban 3", 1 cup per tree lesa lIIan 3", 112 enp per 5 gaL, 114 per :1 and 1 gal~ 1/8 cup per 6" and 4" poll!. PIaee at h .... ofplall' after muleh has been installed. 10. IlISUre p"oper drsbmge of all planting boles prior to Installlug plant materials. Ifp'anting holes do not drain or If 1t ... "Y day solis are evident eontaet landscape arehlteet. 11. Asphalt , .. be removed 3" from beblnd extruded curb ill planting beds after pavfllg Is completed and before plaut " •• terial is Installed. 12. Owner til provide band water for mfIIlmum 2 years to estabH.~b root development or aU plant material. ~~"""" ~ NEW SBRllB I 12" MIN. MULCH B&B PLANT: ItI!MOVF.lIImLAP & TIES FROM lOP OF ROOT BALL COMPACI'ED SOIL MIX SIJBGRADE DETAIL: SHRUB PLANTING = , . NO SCALE TREESrAKES: TREE81" CAL.ORGREATERo 38TAKES PER TREE TREES 13/4" CAL. OR SMAU.ER= 18TAKES PER TREE IMPORT TOPSOIL PER NOTES TREE PLANTING DETAIL WITH PERF PIPE NO$CALJi: _ I >--_-PLANTCENTER ~ROW .~~~r"l::!)--__ SPACING AS NOTED ON 'PLAN (l'RIANGULAR) SET PLANTS@ORlGINAI. DEPTH@FINlSHGRADE, PRIOR TO SPREAD MULCH. ~F-----2"NroLCH~PER sncs.) FINISH GRADE BACKFILL SOn. MIX (MIX PER SPECS.) '-E:'GSTIlNG SUBGRADE DETAIL: GROUND COVER PLANTING NO SCALE ... - ... --'.,-- ---. --,--c·' ._--,_.--~--, .. --~,,-- CITY OF RENTON SHORT PLAT NO. LUA-05-J31 SHPL K1NG COUNTY, WASHINGTON DECLARATION: KNOWN ALL MEN BY THESC PRESENTS THA T I, THE UNDERSIGNED OWNER OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE .A SHORT SUBDIVfSlON THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLA T TO BE THE GRAPHIC REPRESENTA nON OF SAMe. AND THA T SAID SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER. IN WITNESS. WHEREOF I HAVE SET MY HAND AND SEAL. St.ate of WaShing .. ton .~ Countyof ~ ~ I certify that I "know or ha~ satisfactory evidence that . 'elA~ signed this instrument a acknowledged it to be her free and . voluntary act for the uses and purposes mentioned in the instrume,nt. . '~ ~. . Signature of Notory Public \&. ~. . Da.ted . 0' -~r-or . My appOintment expires Ot,. _ 10 eo , 0 .. :. RECORDER'S CERTIFICATE filed for record this ........... doy of ......... ,20 ....... ot. ..... M in book .......... of ........ ot poge ......... at the request of JAMES D. CRONES, P.L.S. Mgr. Supt. of Records APPROVALS:~ ________________ _ CITY OF RENTON kiNG COUNTY DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE E~amined and approved this __ day of _________ • 20 __ _ -A<:Isessor Account Number ________ _ LEGAL DESCRIPTION: TAX LOT 2143700075 . LOTS 1 AND 2, BLOCK 2, EARLINGTON, ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME 14 OF PLA TS, PAGE 7, IN KING COUNTY, WASH/NGTON; CXCcpf mc SOOTH 50 FEET THEREOF. tAX -LO T2 I 43 700320 . THE SOUTH 50 FEET OF LOTS 1 THROUGH 4; TOGETHER WITH LOTS 35 AND 36, ALL IN BLOCK 2, EARLINGTON. ACCORDING 70 THE PLA T THEREOF RECORDED IN VOLUME 14 OF PLA TS, PAGE 7, .. IN KING COUNTY, WASHINGTON. NOTES: FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2" TOTAL STA nON USING TRA VERSE AND RADIAL SURVEY METHODS THAT MEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN WAC 332.130.090. 'COPYRIGHTED BY CRONES &: ASSOCIA TES LAND SURVEYORS. PARCEL AREAS: TAX LOT 0075: 13,089± SO.FT. OR 0.30± ACRES . TAX LOT 0320: 30.364± SQ.FT. OR 0.70± ACRES ENTIRE PARCEL: 43,453± SQ.FT. OR 1.00± ACRES LOT 1: 8,089:1: SO.FT. OR 0.19:1: ACRES LOT 2: 5000± SO.FT. OR 0.11± ACRES LOT 3: 5000± SQ.FT. OR 0.11± ACRES LOT 4: 5,109± SO.FT. OR 0.12± ACRES LOT 5: 5000± SQ.FT. OR O.IH ACRES (GROSS) 4889:1: SO.FT. (NET, LESS STEEP SLOPE) LOT 6: 15.256± SO.FT. OR 0.35:1: ACRES (GROSS) 14,422:1: SQ.FT. (NET, LESS STEEP SLOPE) 12.291:1: SQ.FT. (NET, LESS EASEMENT) 11,457:1: SO.FT. (NET, LESS STEEP SLOPE &: EASEMENT) EASEMENT ON LOT 6: 2965± SQ.FT. EXCEPTIONS FROM TITLE REPORT: FROM nnE REPORT BY nCOR nTl..£ COMPANY DA TED pCTqBER1.J, 2005 ORDER I 6360764.-: 1 1. SEWFR EASEMENT AF 4284893 AFFECTING LOTS I AND 2, BLOCK 4. PLAT OF EARLINGTON. UNABLE TO PLOT ON DRAWING. 2. MINING RfGHTS AF 617375 AND 1919026 3. MA TTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING· NUMBER· 20000208900002 LAND SURVEYOR'S CERTIFICATE CITY OF RENTON LAND USE ACTION NO. LUA-05-1 J l-SHPL CITY OF RENTON LANn RECORD NO. LND-20-0432 . PORTION OF NW 1/4, SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CROSS REFERENCE: REFERENCE IS MADE TO THE FOLLOWING SURVEYS FOR SECnON SUBDIVfSION AND TIE INFORMA nON: ROS BOOK 28. PAGE 135 ROS BOOK 15, PAGE 285 ROS BOOK 59, PAGE 253 ROS BOOK 17, PAGE'285 MAL CUM COMMERCIAL WA TERWA Y FIELD BOOK 100A BLOCK CORNER nES, RECORDS OF RENTON PLAT OF EARLINGTON. VOLUME 14, PAGE 7 RECORDS OF KING COUNTY, WASHINGTON. DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLA T. IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION,BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN mE NEW EASEMENTS SHOWN ON THIS SHORT PLA T TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVfSION THEREOF. THE COVENANT SHALL RUN. WITH THE LAND AS SHOWN ON THIS SHORT PLA T. . BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE BETWEEN THE FOUND MONUMENTS IN THE CENTERLINE OF SW LANGSTON ROAD ON AN ASSUMED BEARIIYG OF N72"25'15MW AS SHOWN . PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW PRIVA TE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES, IN FAVOR OF LOT 5, IS TO BE CREA TED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 5 AND 6 SHALL HAVE AN EXCLUSIVE. EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP' AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVA TE ACCESS EASEMENT APPURTENANCES. THESE APPURTANANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVA TE ACCESS ROAD. DRAINAGE PIPES, AND STORM WA TER QUALITY AND/OR DHENnON FACILITIeS ~t1T'ntl.f;J ;r,'iS EASC:.,rENT, PfiIVA'TE SIG,.."AGi:, AlvD orrtEf? jl.fFFc~ASTRUCTUR£ ,VOT tY.·i'!';ED BY THE CITY OF l?ENTOri OR OTHER UnulY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EOUALL Y. PARKING ON THE PA VlNG IN THE ACCESS EASEMENT IS PROHIBITED. UNLESS PA VEMENT WIDTH IS GREA TER THAN 20 FEET. VICINITY MAP N.T.S. SHORT PLAT FOR: THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE AND COUNTY STATUTE AND c ~ CRONES & ASSOC. - N -ilI-------- SUE CHAN ORDINANCE IN MARCJi.H 20Z' .' . -. 1·/ JAMES D.CRONES .. . .. . .. . .41B .... , ." . No. .?~/FJl ........ ~ A LAND SURVEYORS 2J806 190TH AI£. S.f. KENT, WA 98042 (425) 432-5930 FAX 425-432-5933 OWN. BY GRO CHKD. BY GRA DATE JUNE 4, 2008 JOB NO. CHAN5-0 lA -PR£l.IMINARY 5S 1.0we; SHEET OF 2 CITY OF RENTON SHORT PLAT NO, LUA -__ ___ SHPL A PORTION OF N~l/ 4, SW_1/4, SEC. 18 TWP ~3_N., R _ 5 _E., W.M. RECORDING NO. VOL./PAGE KING COUNTY, WASHINGTON CITY OF RENTON LAND USE ACTION NO. LUA-----I SHPL / FOUND CONC. MON. IN CASE (DECEMBER, 1998) ~ _ 618.06' N64-:;;;:--r. '-' 18"w "t:'" FOUND CONGo MDN. / i IN CASE W/BRASS PIN (NOVEMBER, 1993) a::-"",I --=-~ }U}U It) .... .... !"l ~ '" '" I--.. .... .... <: <: CITY OF RENTON LAND RECORD NO. LND-__ _ __ _ N60'31 '27"W(M) 32.31'(M) N61 j 7'30 "W(p ) 32. 16'(P) / FOUND CONC. PC MON. IN CASE W/BRASS PIN ._ (NOVEMBER, 1993) 587.56'(M) N72'25'15'W(P) 619. 19 '(C) - (BASIS OF BEAR""IN.:...;:G=S)<-r- 620. 00 '(p) 590'(P) SW LANGSTON ROAD r--+-------R/wT------T------ 40'(P)TYp.; i (J : I <rj ..' "-... ,:' . ~ 30' .... " : ..... ....... ", ..... Cl Q\ bJ .... Cl ;::, .... a ~ l:: "'i ~ ,l...J .... ~ t'l ;<I- '" : .... : '.' .... :", Oi-D- Zl' ~ '" '" ~ <0 30' FOUND IRON PIPE 0.61'SW'L Y OF PROPERTY LINE PER ROS 28/135 I FEB. 1999 I 1.2 WEST & 0.54 SOUTH OF FENCE CORNER \ PROP. LINE ---e--~-~~~_~~~~ .... """'l\--- FOUND REBAR • 0.11'5E OF Cl PROP. LINE ~ g FEB. 1999 '\ ' .. ... ......... ~ .... <0 "i R2 Ol '" "i <0 }tJ ~ "'l !"l .... \.,Oi '2. (f 5000 Q t'l '" I--.. .... <: .... '" ~ It) HOUSE " g~ c:i -~~--4--+~ __ ~ __ ~~~~~~~~~~~~~~~'-~ __ '-~~~ __ ~~"'~~ FOUN~f~~d:#R~~Tcg;~~~ /' iiS J/';.:: ~?'G-JI &>. REPLACED WITH REBAR & J / -\ -\ -\ \ \ '" I I CAP LS 29537 cP '" 1 FEB. 1999 1: :." FENCE ON LINE FOUND REBAR & CAP 1 1 VISITED NOV. 1993 LS 5524 (FEB. 1999) I .J.. FOUND OLD WOOD HUB ----~ -S. I 3D' 1-ON LINE FEB. 1999 0::: + L_~ ______ ~~ _______________________________ ~ ~ ~ FOUND RAILROAD --'j-- SW 3RD PLACE 619.98'(P) 619.61'(M) N72'53'OO'W(M) N72"56 '45 "W(P) --IIf"----- ~ SPIKE WITH PUNCH MARK 0.2' DOWN (NOVEMBER, 1993) "I ~. Oi 8J 1 FOUND CONC. MON. / IN CASE W/BRASS PIN (NOVEMBER, 1993) 11 ® ~ I.J) f§ ~ ~ ~ ~ ~ ~ CI) GRAPHIC SCALE NOTE: THE INTERIOR LOT LINES WE'RE ESTABLISHED USING FOUND REBARS AND STAKE AND CONFIRMED BY OCCUPA TlON ON THE GROUND. THE BLOCK MONUMENTS WERE ESTABLISHED BY THE CITY OF RENTON AND OTHERS SOME TIME AFTER THE RECORDING OF THE ORIGINAL PLA T AND ARE NOT ORIGINAL PLA T MONUMENTS. FOUND BLOCK CORNERS WERE HELD FOR RIGHT OF WA Y LOCA TlONS ONL Y. LEGEND: 0 ! 1 20 «l I I ( IN FEET) inch = 40 ~ CASED MONUMENT AS SHOWN ft. • SET 5/8" REBAR AND CAP L.S. 29537 E/P EDGE OF PAVEMENT R/W RIGHT OF WAY A FIRE HYDRANT -0-POWER POLE ® SEWER MANHOLE EE WATER METER rn TELEPHONE RISER ~ CATCH BASIN @ STORM DRAIN MANHOLE rn TELEPHONE RISER cx:x::x::J ROCKERY (Rl) VALUE PER ROS 15/285 80 ! (P) VALUE PER PLAT OF EARLINGTON 14/7 (M) MEASURED VALUE (C) CALCULATED VALUE PER FIELD MEASUREMENTS AND PLAT FOUND GONG. MON. W/BRAS5 PIN 1.5' DEEP (NOVEMBER, 1993) JUNE, 30 2005 DWN. BY GRO CHKD. BY GRA c ~ CRONES & ASSOC. -N-~ A LAND SURVEYORS 23806 190TH AV£ S.£ KENT. WA 98042 (425) 432-5930 FAX 425-432-5933 SHORT SUE PLAT FOR: CHAN D w c.? « 0... "-. DATE FEBRUARY, 1999 JOB NO. CHANS-01A-PRELlMINARY SS2.DWC SCALE SHEET 1"=40' 2 OF 2 CITY OF RENTON SHORT PLAT NO. LUA-05-J3J SHPL I RECORDING NO. VOL./PAGE KING COUNTY, WASHINGTON CITY OF RENTON LAND USE ACTION NO. LUA-05-131, SHPL CITY OF RENTON LAND RECORD NO. LND-20-0432 N60'31 '27·W{M} , ~~ CONG. MON. N61it30-W(P} / FOUND RENTON MON 32.31'(M) (DECEMBER, 1998) .J2.16(P) .a ~ ,_. \ FOUND CONG. MON. ~ _ ~f8.06' FOUND GONG. PC MON. IN CASE W/BRASS PIN N64'OJ-:;;:; --h _ .JIS(}'t'PI ~ IN CA5E W/BRASS PIN (NOVEMBER. 1993) .• \' /./ (NOVEMBER. 1993) ._ 619.19(C} ----' FOUND RENTON MO . ' ~ 620.00·(P} C, I 1056 CONG. MON. /' • SW LANGSTON ROAD ..., ~Oc:cs:e;;(B':::~ PIN r-_ -..J/r ____________________ ~9~~P) ______________________________ -_ __ N72'2S'IS"W i ,R;If 4O'(P)::,.' 79.89' / ' 30' . . 12.1 LO" 1 SO fT ......... 8090 , 1 ,<, ' •. ' '.' ~ ~ ~; ~ /' t ....... :::::\< .. ·:i\········ ~ ... ~~ ....... ~ ... !.. .!.u c::. ..,. Q) I ...... c:) "...: / .. ).>.:'" IO ...... -l_<"I ___ ..:::;-.-.. _3_0 . ..;.,OO_·-t ;~ ~-~ .' r-. 49.89' S7218'56nE , ,.... ~ S7218'56"E Q:.' ~I tr ~ -=---t, ... ' ~ :-"1/" ...,' " R ~ ~ ...... IQ ~ ~i , I , / , '. '.' , , , , FOUND IRON PIPE 0.61'SW'LY OF PROPERTY \ LINE PER ROS 28/13.5 FEB. 199? . FOUND REBAR • O. ,,'SE OF 0 ii:' PROP. LINE ~ ~ ::-.;;.. FEB. 1999 '\ ~ S72"18'56"E , .20.00' , !'J I b'! ~: 1-...' ..,., F-..i HOUSE 967:1: SF 572.,B'56"E , -, ~: AREA FOR NEW PRfVA TE: 20' INGRESS, '2 2 79. 6~' ,EGRESS AND UTILITY EASEMENT ~ 30' 572.,8'56"E / , / I FOUND OLD lX2 LOT STAKE/ -~--.- A T PROPERTY CORNER J: REPLACED Wlm REBAR It ' , CAP LS 29537 ' , t : FEB. 1999 : , FOUND REBAR It CAP , , LS 5524 (FEB. 1999) : , , ~ ~, r ~~ L. ___ ""j!-_______________ R~ __________________ -' ____________________________________________ J'" , ~ SW 3RD PLACl: ~ 3D' GRAPHIC SCALE NOTE: THE INTERIOR LOT LINES WE'RE ESTABLISHED USING FOUND REBARS ANa STAKE AND CONFIRMED BY OCCUPA nON ON mE GROUND. mE BLOCK MONUMENTS WE'RE ESTABLISHED BY THE . CITY OF RENTON AND OTHERS SOME nME AFTE:R THE RECORDING OF THE ORIGINAL PLA T AND ARE NO T ORIGINAL PLA T MONUMENTS. FOUND BLOCK CORNERS WCRE HELD FOR RIGHT OF WAY LOCA nONS ONL y. 0 ! 1 LEGEND: 20 40 , I ( IN FEET) inch = 40 ft . ~ CASED MONUMENT AS SHOWN 80 ! • E/p SET 5/8" REBAR AND CAP L.S. 29537 EDGE OF PAVEMENT FOUND CONG. MON. r W/8RASS PIN 1.5' DEEP (NOVEMBER, 1993) R/W RIGHT OF WA Y (RI) (P) (M) (C) SITE ADDRESS: VALUE PER ROS 15/285 VALUE PER PLA T OF EARLINGTON 14/7 MEASURED VALUE CALCULATED VALUE PER FIELD MEASUREMENTS AND PLAT LOT 1: 405 5W LANGSTON ROAD LOT 2: 305 STEVENS A VENUE SW LOT 3: 311 STEVENS A VENUE SW LOT 4: 319 STE:VENS A VENUE SW LOT 5: 325 STE:VENS A VENUE SW LOT 6: 331 STEVENS A VENUE SW 1.1 ,," 619.98·(P) 'J ~ -------1----------------N7~;;~~;~~iM) ------~ _._-------------------'.,II1II. ~ N72'56 '45 "W{p} c ~ CRONES & ASSOC. -N-~ A LAND SURVEYORS FOUND RAILROAD SPIKE WfTH PUNCH MARK 0.2' DOWN (NOVEMBER. 1993) A PORTION OF N~1/4. SW_1/4 . SEC. 18 TWP 3 3_N .• R _ 5 _E.. W.M, DWN. BY GRO CHKD. BY GRA 23806 190TH A~. S.E. KENT. WA 98042 (425) 432-5930 FAX 425-432-5933 SHORT PLAT FOR: SUE CHAN DATE JUNE 8, 2008 JOB NO. CHANS-01A-PR8.IMlNARY SS2.0WG SCALE SHEET 1"=40' 2 OF 2 CITY OF RENTON SHORT PLAT NO. . LUA-05-131 SHPL KING COUNTY, WASHINGTON DECLARATION: KNOWN ALL MEN BY TI1ESE PRESENTS THA T I. TI1E UNDERSIGNED OWNER OF THE LAND HEREIN DESCRIBED 00 HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17. 060 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENT A nON OF SAME, AND THA T SAID SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE o 'MIlER. IN WITNESS WHEREOF I HAVE" SET MY HAND AND SEAL. State of WCShing .... ton .~ Co~ntyof ~ ~ I certify that I 'know or have satisfactory evidence that . '~\I\/ signed this instrument Q acknowledged it to be her free and . voluntary act for the uses and purposes mentioned In the lm,trument ""~' ~ , Signature of . Notmy Public 1& • _ Dated ,$' -C'JS' -0 r My appointmt1nt expires Olfe-10_ , 0 .. : .... CONFORMED COPY t ...... M 20080610900019 CITY OF RENTON SPM 115,00 PAGE001 OF 002 06/10/2008 14:27 KING COUNTY. WA Mgr. Supt. of Records APPROVALS:~ ________ ~ __ ~ __ _ KING COUNTY DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE CITY OF RENTON thjs'~/'f day of ::rlll:::l.1f....-. 20.a~ .~f~~'~r~------ Examined and approved this ~ay of ~L-..1.!L ___ , 20~ CITY OF RENTON LAND usr ACTION NO. LUA-05-131-SHPL CITY OF RENTON LAND RECORD NO. LND-20-0432 .sCQ-\-Nokle __________ _ ~W~~~L-.~Lai1,~~~,--.----- epuly Assessor LEGAL DESCRIPTION: TAX LOT 2143700075 . LOrs 1 AND 2, BLOCK 2. EARLINGTON, ACCORDING TO THE PLA T THEREOF RECORDED IN VOLUME 14 OF PLA rs. PAGE 7, IN KING COUNTY. WASHINGTON; tXCEI'r THE SOUni 50 FEET THEREOF. TAX "1012143700320 THE SOUTH 50 FEET OF LOTS 1 THROUGH 4; TOGETHER WITH LOTS 35 AND 36, ALL IN BLOCK 2, EARLINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLA TS, PAce 7, IN KING COUNTY, WASHINGTON. NOTES: FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A r TOTAL STAnON USING TRAVERSE AND RADIAL SURVEY ME THO/iS THA TMEET OR EXCEED ACCURACY REQUIREMENTS CONTAINED IN WAC 332.1JO.090. 'COPYRIGHTED BY CRONES &: ASSOCIA TES LAND SURVE:YORS. PARCEL AREAS: 'PORTION OF NW 1/4, SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CROSS REFERENCE: REFERENCE IS MADE TO THE FOLLOWING SURVEYS FOR SEC nON SUBDIVISION AND TlE INFORMA nON: ROS BOOK 28. PAGE 135 ROS BOOK 15, PAGE 285 ROS BOOK 59, PAGE 253 ROS BOOK 17, PAGE-285 ' MALCUM COMMERCIAL WA TERWA Y FIELD BOOK 100A BLOCK CORNER nES, RECORDS OF RENTON PLAT OF EARLINGTON, VOLUME 14. PAGE 7 RECORDS OF KING COUNTY, WASHINGTON. DECLARATION OF COVENANT: THE OWNeR OF LAND EMBRACED WITHIN THIS SHORT PLA T, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, . BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLA T TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS. OR OF ANY SUBDIVISION n-IEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLA T. . BASIS OF 'BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE BETWEEN THE FOUND MONUMENTS IN THE CENTERLINE OF sw LANGSTON ROAD ON AN ASSUMED BEARING OF N7275'15·W AS SHOWN. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: .-. ....., ... TAX LOT 0075: 13.089:1: SO.FT. OR 0.30:1: ACRES TAX LOT 0320: 30,364:1: 50.FT. OR 0.70:1: ACRES ENTlRE PA.'?CEL: 43,453:1: SO.F'~ OR 1.00:1: ACRES LOT 1: 8,089:1: 50.FT. OR 0.19:1: ACRES LOT 2: 5000:1: SO,FT. OR 0.11:1: ACRES LOT 3: 5000:1: SO,FT. OR 0.11:1: ACRES LOT 4: 5,109:1: SO.FT. OR 0.12:1: ACRES LOT 5: 5000:1: 5O.FT. OR 0.11:1: ACRES (GROSS) 4BB9:1: SO.FT. (NET, LESS STEEP SLOPE) Lor 6: 15.256:1: SO.FT. OR 0.35:1: ACRES (GROSS) 14,422:1: SO.FT. (NET, LESS STEEP SLOPE) 12.291:1: SO.FT. (NET, LESS EASEMENT) NEW PRIVA TE EXCLUSIVE: EASEMENT FOR INGRESS. EGRESS AND UTlUTlES. IN FA VOR OF LOT 5, IS TO BE CREA TEO UPON THE SALE OF LOTS SHOWN ON tHIS SHORT PLAT. THE OWNERS OF LOTS 5 AND 6 SHALL HAVE AN EXCLUSIVE. EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVA TE ACCESS EASEMENT APPURTENANCES. THESE APPURTANANCES AND MAINTENANCE RESPONSlBILInES INCLUDE n-IE REPAIR AND MAINTENANCE OF 111': PRIVA TE ACCESS ROAD, DRAIN.4G£ PIPES, AND srORM WA rEi? QUALITY AND/OR DETEVTlCN FACILmES WITHIN THIS EASEMENT, PRIVA TE SlGNAGE. AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR On-l£R UTIUTY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALL Y. PARKING ON THE PA VlNG IN THE ACCESS EASEMENT 15 PROHIBITED. UNLESS PA VEMENT WIDTH IS GREA TER THAN 20 FEET. VICINITY MAP N.T.S. 11,457:1: SO.FT. (NET, LESS STEEP SLOPE &: EASEMENT) EASEMENT ON LOT 6: 2965:1: SO.FT. EXCEPTIONS FROM TITLE REPORT: FROM nT'LE REPORT BY ncOR Tln.E COMPANY DA TED 9CTOBER 13. 2005 ORDER # 6360764-1 1. SEIt.£R EASEMENT AF 4284893 AFFECTING LOTS 1 AND 2. BLOCK 4, PLA T OF EARLINGTON. UNABLE TO PLOT ON DRAWING. 2. MINING RIGHTS AF 617375 AND 1919026 3. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBfR,20000208900002, LAND SURVEYOR'S CERTIFICATE ~rrl.Zl21ZZi'2?11ll2~ C ~ CRONES & ASSOC. '-N-~ A LAND SURVEYORS ~, 2.J806 190TH AVE. S.t. KENr, WA 98042 (425) 432-5930. FAX 425-4J2-593J 6-5-tJ8 OWN. BY GRO CHKD. BY GRA SHORT PLAT FOR: SUE CHAN DATE JUNE 4, 200B JOB NO. CHANS-OTA-PR£UMINARY SSI.OWG SHEET OF 2