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I I I I I I I I I I I I I I .' , ", ',,': .., .. ' , '. , ~ .. .'< •• " . '~.' . . ,; , '" , " ... . " . ~ GEOTECHNICAL ENGiNEERING stuDY ~ .~ , . STONE RIDGE IV RESIDENTIAL DEVELOPM,ENT , 148TH AVENUE,SOUTHEAST NEAR" . I STATE ROUTE 900 . , 'RENTON, WASHINGTON " .. ' . " ' '.~ . • •• j • . . ... DEVELOPMENT PLANNING', E-11 069~4 .,.,', : .. CITY OF RENTO~ . ' . . ' ,'OCT' 2 . 8 2004 :. . • . ' ' .:: I " ", ' . . ' October. 14, 2004 .' .. " " , . '. ' '.\Rl~~~~~~[))'" " '," .' ":.: PREPARED FOR " .: ..... .. ,' .. .' " KBSIII, llC" . ",' . , . I' ",.. ~, " .; '. ',' . ", , " ' . . ,' : ~ .... .. .' , j.," , ' '" Ray'mond,A. Coglas"P.E.' " .", " -,' Manager. of Geotechnical, Services . . , ,~. ,.. ' , ".' "" ' ',' '.'~. ' . " ' . ". .. Earth Consultants, ·Inc·.·. 1805-136th'Place .NOi'theast,Suite'201 .. ' , Bellevue, Washingt<m 98005 , , . (425) 643-3780~' " ", . ,:T.~II Free 1 ~888~739~6670 l ;, 'I, ... " I,' . '". : .... ", ,"":' 0'" '-, ", . .," /. '.,' , .... .... " , I ' .-. " ' .. . ,,' .' :. '. J '~ , " " " 'l.: . 1.··. 'J " .. ~ , , : ~, . " 'I' " r., '!, • I '-t.' .': I , : , ' , I ,.-',' " c, I , .. ...... , ',' '.> ", I' "'" '.' ,I :'" '" I " . , I, ',' . ;'.' " "1 " " " , '/, ,I 'I I I I I I I I I I I I I I I I I I I I 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 otfered 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. your 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 may develop if they are not consulted after factors consid- ered in their report's development have changed .. MOST GEOTECHNICAL uFINDINGS" 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 . adequacy may have been affected by time. Speak with the geo- technical consultant to learn if additional tests are advisable before constructi.on 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 Geotechnicai 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 dient involved and expressly for purposes indicated by the dient. Use by any other persons for any purpose. or by the dient 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 con/erring with the geotechnical engineer. No person should appl!J 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 eDgineering report. 10 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 acces~ 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 fat less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against geotechnical consultants. 10 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 C!nd 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 AS FE for a complimentary copy of its publications directory. Published by A5iFETHEASSOCIATION . OF ENGINEERING FIRMS PRAcnCING IN THE GEOSCIENCES 8811 Colesville Road/Suite G 106/Silver Spring, Maryland 20910/(301) 565-2733 07BBjJM 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 Earth Consultants, Inc. Geotechnical EngJneers. Geologists & Environmental Scientists Construction Testing & ICBO I WABO Inspection 5ervices October 14, 2004 KBS III, LLC 1 2320 Northeast Eighth Street, Suite 1 00 Bellevue, Washington 98005 Attention: Mr. Curtis Schuster Dear Mr. Schuster: . Established 1975 E-11069-4 Earth Consultants, Inc. (ECI) is pleased to present this geotechnical engineering study (GES) for the proposed Stone Ridge IV residential development, Renton, Washington. This study presents the results of our field exploration and geotechnical engineering analyses for the proposed development. Our scope of services for producing this GES was outlined in our Proposal PR-11 069-4, dated October 6, 2004. Based on the results of our study, development of the site as planned is feasible from a geotechnical standpoint. Medium dense to very dense native silty sand with gravel glacial till soil suitable for support of foundations was encountered at our test pit locations. Based on the subsurface conditions observed at the exploration sites, it is our opinion the proposed building structures can be supported on conventional spread and continuous footings bearing on the medium dense to dense competent native soils or granular structural fill. During wet weather conditions, use of the on-site soil as structural fill will be difficult due to the moisture sensitive nature of the soil. If grading is performed during wet weather conditions, use of a free draining granular soil may be necessary. Due to the moisture sensitive nature of the on-site soils, measures to protect exposed subgrade surfaces may be necessary. Recommendations for site preparation, foundations, site drainage, and other geotechnical related issues are presented in this GES. We appreciate the opportunity to provide our services during the design phase of the project. If you have questions about the content of this GES, or if we can be of further assistance, please call. Sin~ EAflTH CqNS R y 0 Manager of Geotechnical Services RAC/ddw 1805 136th Place N.E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739-6670 Other Locations Fife I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS E-11069-4 PAGE INTRODUCTION................................................................................................. 1 General ........................................................................................................ 1 Project Description ................................... "' .......................... ;........................ 1 SITE CONDITIONS ............................................................................................. 2 Surface ........................................................................................................ 2 Subsurface ............................................................................................... ~. . . 2 Groundwater ................................................................................................. 3 Laboratory Testing ......................................................................................... 3 DISCUSSION AND RECOMMENDATIONS............................................................. 4 General .............................................................................................. ;'. .. . . . . . . 4 Site Preparation and General Earthwork............................................................ 5 Slope Fill Placement.................................................................................. 6 Foundations .............. , .. ... . . . . . . . . .. . . . . . .... . . . . . . .. . . . . . . . . . . . . ... . . . . . .. . . . . ... . . . . . . . .. . . . . . . . . . . . . . 6 Retaining Walls............................................................... ............................... 8 Seismic Design Considerations ................................................ :........................ 9 Slab-on-Grade Floors..................................................................................... 1 0 Site Drainage ......................................... '.' . .... . . . . . .. . . . .. . . .. . . . .. .. . .. . . . . . . . .. . . . . .. .. . .... 1 0 Excavations and Slopes ............................. : ............................................ ·....... 11 Utility Trench Backfill..................................................................................... 1 2 Rockeries and Modular Block Walls................................................................. 1 3 Pavement Areas........................................................................................ .... 1 3 LIMITATIONS................................................................................................... 14 Additional Services....................................................................................... 1 5 Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I ILLUSTRA TIONS Plate 1 Plate 2 Plate 3 Plate 4 APPENDICES Appendix A Plate A1 Plates A2 through AS Appendix B Plate B1 TABLE OF CONTENTS, Continued E-11069-4 Vicinity Map Test Pit Location Plan Typical Footing Subdrain Detail Typical Utility Trench Fill Field Exploration Legend Test Pit Logs Laboratory Test Results Grain Size Analyses Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I General GEOTECHNICAL ENGINEERING STUDY STONE RIDGE IV RESIDENTIAL DEVELOPMENT 14STH AVENUE SOUTHEAST NEAR STATE ROUTE 900 RENTON, WASHINGTON E-11069-4 INTRODUCTION This report presents geotechnical recommendations for the proposed Stone Ridge IV residential development, 148th Avenue Southeast near State Route (SR) 900, Renton, Washington. The general location of the site is shown on the Vicinity Map (Plate 1). The approximate locations of our test pits and the approximate limits of the property are illustrated on the Test Pit Location Plan, Plate 2. Our scope of services included a subsurface exploration to characterize soil conditions at the site, and preparation of this report with geotechnical recommendations for the proposed site development. Earth Consultants, Inc. (Eel) previously prepared a geotechnical engineering study (GES) for the adjacent proposed Stone Ridge development and we are currently providing geotechnical services for that project. Project Description We understand the Stone Ridge IV residential development will include nine residential building lots. We anticipate the building construction will consist of relatively lightly loaded wood frame construction. Based on experience with similar projects, anticipated wall loads for the proposed buildings will be in the range of 2 to 3 kips per lineal foot, column loads in the range of 10 to 12 kips, and floor loads of 1 50 pounds per square foot (psf). The proposed site access road will consist of north-south trending residential road that will provide access to the residences from the adjacent Stone Ridge development. Based on the existing topography, we anticipate the mass grading of the site will be relatively minimal, with most lots and access roads following the existing contours as much as possible. Cuts and fills ranging up to approximately eight feet are anticipated throughout the residential building lots and access roadways. We anticipate storm water from the Stone Ridge IV development will be conveyed to a stormwater detention pond located within the Stone R!dge II. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 E-11069-4 Page 2 If the above project description is incorrect or changes, ECI should be contacted to review the recommendations in this report. SITE CONDITIONS Surface The approximate property limits and proposed lot locations are illustrated on the Test Pit Location Plan (Plate 2). The subject property is located north of the intersection of 148th Avenue Southeast and SR 900, Renton, Washington (see Plate 1, Vicinity Map). Specifically, the subject site is located near the southwest corner of the Stone Ridge residential plat. The site topography gently slopes to the northeast and east with approximately 30 feet of elevation change across the width. Vegetation consists primarily of sparse evergreen and deciduous trees with landscaping and grass covering the remainder of the site. The site is currently developed with several residential structures, with all. but one to be demolished as part of the new construction. Subsurface Four test pits were excavated throughout the proposed Stone Ridge IV development. Please refer to the Test Pit Logs, Plates A2 through A5, for a description of the conditions encountered at the test pit locations .. The soils encountered at the exploration sites consisted primarily of native silty sand with gravel (Unified Soil Classification SM). Review of the geologic map for southwest King County identifies glacial till (Qvt) deposits throughout the site and surrounding areas. The native soils observed at the test pit locations were generally consistent with glacial till soil deposits. Underlying the surficial layer of topsoil, medium dense, brown silty sand with gravel (SM) soil was encountered to depths of approximately two and one-half feet to four feet below existing grade. Underlying the brown silty sand soils, dense silty sand with gravel glacial till soils was encountered; Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 E-11069-4 Page 3 . At the time our field exploration was performed in October of 2004, the native silty sand with gravel soil was in a moist to wet condition, with moisture contents generally in the range of approximately 7 to 14 percent. The native soils are moisture sensitive, and will degrade rapidly if exposed to excessive moisture. Moisture contents of the soil samples collected at the site are recorded on the test pit logs included in Appendix A of this report. Groundwater Groundwater seepage was not encountered at the time of our fieldwork in October of 2004. In general, the presence of groundwater seepage should be expected in the deeper site excavations. Due to the nature of the dense glacial till soils observed at the test pit locations, we do not anticipate the presence of groundwater seepage will create significant stability problems in site excavations. The use of sumps during construction, however, may be ,necessary, depending on the rate of groundwater seepage entering the excavation. The contractor should be made aware that groundwater seepage levels and the rate of seepage are not static; fluctuations in the level and rates can be expected depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the level and rate of seepage is higher in the wetter winter months (typically October through May). However, confined zones of groundwater may produce moderate to heavy groundwater flows year around. Laboratory Testing The results of laboratory tests performed on specific samples are provided in Appendix B, or at the appropriate sample depth on the test pit logs. 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 .. ECI cannot be responsible for the interpretation of these data by othe~s. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 DISCUSSION AND RECOMMENDATIONS General E-11069-4 Page 4 Based on the subsurface conditions observed at the test pit locations, development of the site is feasible from a geotechnical standpoint. The primary geotechnical considerations related to the proposed development include fill placement and compaction, and moisture sensitivity of the on-site soils. Preparation of the access roadway subgrade is also an important geotechnical consideration. The proposed single-family residences can be supported on conventional spread and continuous footings bearing on the medium dense to dense native silty sand with gravel, or on granular structural fill used to modify existing grades. Based on test pit data, we anticipate native soils suitable for foundation support will be encountered at approximately two and one-half to. three feet below existing grade throughout the site. In our opinion, the foundations can be supported on granular structural fill in areas where fill is to be placed to achieve foundation subgrade elevation. Recommendations for structural fill placement are provided in the Site Preparation and General Earthwork section of this report. The slab-on-grade for the single-family residences can be supported on the medium dense to dense native soils or on a granular structural fill. Recommendations for slab subgrade preparation are discussed in the Slab-On-Grade Floors section of this report. As previously mentioned, due to the moisture sensitive nature of the on site soils, and the potential for groundwater seepage entering excavations, measures to protect exposed subgrade surfaces will likely be necessary. Earthwork recommendations and compaction specifications are presented in the Site Preparation and General Earthwork section of this report. This GES has been prepared for the exclusive use of KBS III, LLC, and their representatives. This study was 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. No other warranty, expressed or implied, is made. We recommend that this GES, in its entirety, be included in the project contract documents for the information of the contractor. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 Site Preparation and General Earthwork E-11069-4 Page 5 Based on our current understanding of the planned development, site grading will consist of cuts and fills on the order of eight feet or less in the building lots and access roadways. Erosion control measures during site grading should consist of silt fencing along the site perimeter and mulching of the exposed earth surfaces, as necessary. A representative of ECI should observe the ground surface where structural fill, or foundations are to be placed. Building and pavement subgrade areas that are exposed to extended periods of precipitation will likely become unstable. If the subgrade soil in the proposed foundation and pavement areas becomes saturated and unstable, overexcavation of the unstable soil and replacement with a granular structural fill will be necessary. In our opinion, the native silty sand with gravel soils can be considered for use as structural fill, provided the soil is placed during dry weather conditions, and provided the moisture content of the soil is at or near the optimum moisture content at the time of placement. Aeration and moisture conditioning of the soils may be necessary. The underlying native silty sand with gravel was in a moist to wet condition at the time of our field exploration, with moisture contents that were in the range of 7 percent to 14 percent moisture. The native silty sand with gravel soils are moisture sensitive, and will likely degrade rapidly if exposed to excessive moisture. Moisture contents of the soil samples collected at the site are provided on the test pit logs included in Appendix A of this report. Successful use of the native soils as structural fill may require moisture conditioning and aeration of the soils prior to placement. Soil stockpiles should be covered with plastic sheeting during wet weather conditions. The entire stockpile down to the toe of the pile should be covered with the plastic sheeting. Imported soil intended for use as structural fill should consist of a free draining, well- graded granular soil with a moisture content that is at or near optimum, and having a maximum aggregate size of four inches. The imported soil should have no more than 5 percent fines passing the No. 200 sieve based on the minus 3/4-inch fraction. During periods of extended dry weather conditions, use of a granular soil with less than 30 percent fines can be considered. Samples of imported soil should be submitted to ECI for sieve analysis testing. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 E-11069-4 Page 6 Structural fill is defined as compacted fill placed under foundations, roadways, slabs, pavements, or other load-bearing areas. Structural fill under slabs and footings should be placed in horizontal lifts not exceeding twelve (1 2) inches in loose thickness and compacted to a minimum of 95 percent of its laboratory maximum dry density. The maximum dry density should be determined in accordance with ASTM Test Designation 0-1557 (Modified Proctor). The fill materials should be 'placed at or near the optimum moisture content. Fill under pavements and walks should also be placed in horizontal lifts and compacted to 90 percent of the maximum dry density except for the top twelve (12) inches, which should be compacted to 95 percent of the maximum dry density. Slope Fill Placement Placement of fill on existing slopin.g grades may be necessary at some locations throughout the site. In our opinion, the placement of fill on slopes is generally acceptable. However, where the existing slope .grade exceeds 15 percent, the fill should be keyed and benched into the slope. This process consists of excavating a keyway at the toe of the planned fill. The keyway should have a width of approximately six' to eight feet and a depth of two feet into medium dense to dense native soil. The slope above the keyway should then be cut into a series of horizontal to slightly inward sloping benches. Typically, the benches are excavated with a bulldozer as the fill is placed in lifts and compacted. Foundations In our opinion, the proposed residential structures can be supported on conventional spread and continuous footings bearing on the medium dense to dense native silty sand with gravel, or granular structural fill. As previously mentioned, we estimate competent native soils suitable for support of foundations should be encountered at depths of two and one-half to three feet below existing site grades. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBSIII, LLC October 14, 2004 E-11069-4 Page 7 For foundations bearing on the medium dense to dense native silty sand with gravel or granular structural fill, an allowable soil bearing capacity of two thousand (2,000) psf should be used to design the foundations. This allowable soil bearing capacity has a factor-of-safety in excess of 3.0 against shear failure, provided the foundations are placed on competent native soils or granular structural fill. A one-third increase in the above allowable soil bearing capacity can be assumed for short-term wind and seismic loading conditions. Continuous and individual spread footings should have minimum widths of eighteen (18) and twenty-four (24) inches, respectively. If loose or unstable soil ,conditions are encountered at the footing subgrade elevation, the soil will need to be overexcavated, and replaced with granular structural fill. The width of the overexcavation should extend a minimum of twelve (12) inches beyond each edge of the foundation. As previously discussed, care will need to be taken to protect and preserve exposed subgrade surfaces to limit the amount of disturbance to the subgrade, and to limit the need for overexcavation. If necessary I to help protect and preserve exposed foundation subgrade surfaces, two inches of crushed rock can be placed as a working surface along subgrade surfaces. Exterior foundations elements should be placed at a minimum depth of eighteen (18) inches below final exterior grade. Interior spread foundations can be placed at a minimum depth of twelve (12) inches below the top of slab, except in unheated areas, where interior foundation elements should be founded at a minimum depth of eighteen (18) inches. Provided the foundations are placed in accordance with the recommendations contained in this report, we estimate total settlement of approximately one inch and differential settlement' of approximately one-half inch. Most of the anticipated settlements should occur during construction as dead loads are applied. Lateral 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. Resistance to lateral loads from passive earth pressures should be calculated using an equivalent fluid with a unit weight of three hundred fifty (350) pounds per cubic foot (pcf). To achieve adequate passive resistance, the foundations must be backfilled with structural fill. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I. I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 E-11069-4 Page 8 As an alternative, the foundations can be poured neat against the undisturbed native soil. For frictional capacity, a coefficient of 0.40 should be used for foundations. bearing on competent native soils or granular structural fill. These lateral resistance values are allowable values; a factor-of-safety of 1.5 has been included. Footing excavations should be observed by a representative of ECI prior to placing the . form work and rebar. ECI should also perform compaction testing of structural fill and observe areas where overexcavation is required to remove loose or unstable soils. Retaining Walls Retaining walls should be designed to resist lateral earth pressures from the retained soils, and any surcharge loading. Walls that are unrestrained and free to move at the top should be designed using an equivalent fluid with a unit weight of thirty~five (35) pcf. The earth pressure imparted on restrained walls should be calculated using an equivalent fluid with a unit weight of fifty (50) pcf. The above equivalent fluid values assume surcharges due to traffic, sloping backfill, adjacent founda~ions, construction loads, or any other loadings will not apply. If surcharges are to apply, they should be added to the above design lateral pressures. Where drainage behind retaining walls cannot be accomplished, hydrostatic pressures should be added to the design wall pressures, where appropriate. For traffic surcharge loading consisting of passenger vehicles or light delivery trucks, a uniform pressure of seventy (70) psf should be applied in a rectangular distribution along the height of the retaining wall. Where traffic surcharge loading from . heavy trucks will be present, ECI should review the wall and roadway configuration and provide modified surcharge values, if necessary. If sloping backfill conditions are present behind the walls, ECI should review the slope configurations and provide modified equivalent fluid values, as necessary. Retaining and foundation walls should be provided with a four-inch diameter perforated drainpipe and backfilled with a free-draining granular soil with less than 5 percent fines (percent passing the No. 200 sieve based on the minus 3/4-inch fraction). The zone of free-draining granular soil should extend along the entire height of the wall, and a distance of at least eighteen (18) inches behind the wall. A surface seal consisting of a less permeable silty sand soil can be placed along the upper one foot of the wall backfill, if desired. The remainder of the backfill behind the zone of free draining soil should consist of a suitable granular structural fill. Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBSIII, LLC October 14, 2004 Seismic Design Considerations E-11069-4 Page 9 The largest earthquakes in the Puget Sound region have been subcrustal (intraplate) events, ranging in depth from fifty (50) to seventy (70) kilometers. Such deep events have exhibited no surface faulting. Weaver and Shedlock (1989) researched the probable or known source areas for the crustal, intraplate, and subduction zone earthquakes in the Washington and Oregon area. Crustal and intraplate earthquakes are the only events in Washington and Oregon in which there is a historical record. Shallow crustal earthquakes occur within the North.· American Plate, and typically do not exceed focal depths of approximately 20 kilometers. Intraplate earthquakes occur in the subducting Juan de Fuca plate, and typically occur below depths of 40 kilometers. The recent February 28,2001, earthquake that was focused just north of Olympia, Washington was an intraplate earthquake, and had a magnitude of 6.8. The subduction zone earthquake, in which there is no historical record in the Washington .. and Oregon area, would have its source along the interface between the North American Plate and the subducting Juan de Fuca Plate. Magnitude 8.0 or more earthquakes are thought to be possible along this interface, and would occur at depths of approximately 50 to 60 kilometers (Weaver and Shedlock, 1989). The Uniform Building Code (UBC) and International Building Code (IBC) Earthquake regulations have established a series of soil profile types that are used as a basis for seismic design of structures. Based on the encountered soil conditions, it is our opinion that soil type Sc from Table 16-J of the 1997 UBC should be used for design. For IBC based design~ Site Class C from Table 1615.1.1 of the 2003 IBC should be used. Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. The effects of liquefaction· may be large total and/or differential settlement for structures with foundations founded in the liquefying soils. 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 for short periods of time. To have potential for liquefaction, a soil must be cohesionless with a grain size distribution of a specified range (generally sands and silt); it must be loose to medium- dense; it must be below the groundwater table; and it must be subject to sufficient magnitude and duration of groundshaking. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 E-11069-4 Page 10 Based on the soil and groundwater conditions observed at the site, it is our opinion that the site has a low susceptibility to liquefaction. The dense condition of the native soils and lack of a shallow groundwater table are the primary bases for this conclusion. Slab-on-Grade Floors Slab-on-grade floors should be supported on competent native soils or granular structural fill. Loose or unstable subgrade soils should be stabilized prior to construction of the slab. Fill areas will be particularly susceptible to disturbance during wet weather conditions. Care will need to be taken to preserve the integrity of the subgrade soils, particularly during the installation of the under slab utilities. If the construction is performed during the drier summer months, measures to preserve the subgrade soils will likely be minimal. During periods of wet weather, however, a free draining structural fill may need to be utilized throughout the upper twelve (12) inches of the building pad to help preserve the integrity of the subgrade. A minimum four-inch capillary break consisting of a free draining, poorly graded gravel with less than 5 percent fines (percent passing the No. 200 sieve, based on the minus 3/4-inch fraction) should be placed below the slab. A vapor barrier consisting of a minimum 6-mil plastic membrane should be placed above the capillary break. To aid in curing of the concrete slab, two inches of sand can be placed over the plastic membrane. The subgrade soils in slab-on-gradeareas of the site should be observed by a representative of ECI prior to placing the capillary break material. Site Drainage During construction, surface water runoff must not be allowed to stand in construction areas. Interceptor trenches should be established, as necessary, along the perimeter of the building site to intercept surface water runoff or groundwater before it enters the construction area. During construction, loose surfaces should be compacted to reduce the potential for moisture infiltration into the soils. Finish grades around the buildings must be sloped such that surface water is directed away from the buildings. Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 E-11069-4 Page 11 Footing drains should be installed around the perimeter foundations to intercept groundwater seepage. A typical perimeter footing drain detail is illustrated on Plate 3. Under no circumstances should roof downspout drain lines be connected to the footing or foundation wall drain systems. All roof downspouts must be separately tightlined to the site storm water system. In the deeper site excavations, such as utility installations, the presence of groundwater seepage should be expected, particularly if the excavation is performed during the wet season. Due to the generally dense condition of the. glacial till soils observed at the test pit locations, we do not anticipate the groundwater seepage will create a stability problem. However, measures to intercept the groundwater seepage and direct it to an appropriate discharge location may be necessary. Excavations and 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, the upper deposits of medium dense, silty sand with gravel that extends to a depth of approximately three feet below existing site grades, would be classified as Type C soils by WISHA/OSHA. Temporary cuts in Type C soils should be sloped at an inclination no steeper than 1.5H: 1 V (Horizontal:Vertical)' respectively. The unweathered glacial till observed below a depth of approximately three feet would be classified as Type A and Type B soils by WISHA/OSHA. Temporary slopes constructed in Type A and Type B soils should be inclined no steeper than 0.75H:1V and 1 H: 1 V, respectively. ECI should observe the excavations to assess soil and groundwater conditions, and to verify the WISHA/OSHA soil type. 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. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. In any case, water should not be allowed to flow uncontrolled over the top of slopes. Earth Consultants. Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 E-11069-4 Page 12 Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. Utility Trench Backfill Based on the soil conditions encountered at the time of our exploration, the native soils should provide adequate support for utilities. If remedial measures are necessary to provide adequate support for utilities, the unsuitable soils should be overexcavated and replaced with a suitable structural fill material. In our opinion, the native silty sand with gravel soils can be considered for use as backfill for the utility trenches, provided the soil moisture content is at or near its optimum level. As previously mentioned, the native soils were generally moist to wet, and had moisture contents that were near or above optimum levels. Some moisture conditioning of these soils may be necessary prior to use as structural fill in the utility trenches. Due to the moisture sensitive nature of the native silty sand with gravel soils, placement and compaction of the soil will need to be performed during dry weather conditions. To protect the soils from w~t weather conditions, soil stockpiles should be covered with plastic sheeting. The plastic sheeting should cover the entire stockpile. Due to the moisture sensitive nature of the native silty sand with gravel soils, the upper twelve (12) inches of the trench backfill in building and pavement areas may become disturbed if exposed to wet weather conditions and construction traffic. Construction traffic should be kept to a minimum along utility trench alignments where backfilling and compaction have been completed. As an alternative, free-draining gravel can be used to backfill the upper twelve (1 2) inches of the trench excavations to provide a '. , wearing surface, and to help protect the ,underlying moisture sensitive backfill. Use of a free draining backfill along the upper twelve (12) inches of the trench excavation would likely only be necessary if construction is performed during the wet season. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 E-11069-4 Page 13 Utility trench backfill is a primary concern in reducing the potential for settlement in pavement areas. It is important that the utilities be adequately supported in the bedding material. The material should be hand tamped to ensure support is provided around the haunches of these structures. Fill should be carefully placed and tamped to about 12 inches above the crown of the pipe before heavy compaction equipment is brought into use. The remainder of the backfill should be placed in lifts having a loose thickness of less than twelve (12) inches. A typical trench backfill section and compaction requirements for load supporting and non-load supporting areas is presented on Plate 4. It is important to note that local utility districts may have compaction requirements that supersede those presented on Plate 4. Rockeries and Modular Block Walls In our opinion, the use of rockeries or modular block walls at the site is feasible from a geotechnical standpoint. If rockery or modular block walls are utilized, an engineered design will need to be completed for rockeries and walls that exceed four feet in height. ECI can provide an engineered design for the site, if requested. At a minimum, ECI should review the layout of the proposed walls and the proximity of roadways and foundations to the walls. Supplement geotechnical recommendations can then be prepared, if necessary, to address wall design and surcharge loading. Pavement Areas The adequacy of site pavements is related in part to the condition of the underlying subgrade. To provide a properly prepared subgrade for pavements, the subgrade should be in a firm and unyielding condition when subjected to proof rolling with a loaded dump truck. Structural fill in pavement areas should be prepared as described in the Site Preparation and General Earthwork section of this report. This means the pavement subgrade should be compacted to at least 95 percent of the maximum dry density in structural fill areas. It is possible that some localized areas of soft, wet or unstable subgrade may exist after the pavement subgrade is prepared. Overexcavation and a greater thickness of structural fill or crushed rock may be needed to stabilize these localized areas. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBSIII, LLC October 14, 2004 E-11069-4 Page 14 Assuming a properly prepared subgrade that is in a firm and unyielding condition when subjected to proofrolling, the following pavement section for lightly loaded areas is suggested: . • Two inches of asphalt concrete (AC) over four inches of crushed rock base (CRB) material, or • Two inches of AC over three inches of asphalt treated base (A TB) material. Heavier truck-traffic areas will require thicker pavement sections depending upon site usage, pavement life, and site traffic. As a general rule, the following sections are suggested for truck-trafficked areas: • Three inches of AC over six inches of CRB, or • Three inches of AC over four and one-half inches of ATB. AC, ATB, and CRB materials should conform to WSDOT specifications. All rock bases should be compacted to at least 95 percent of the maximum dry density. LIMITATIONS Our recommendations and conclusions are based on the site materials observed, selective laboratory testing and engineering analyses, the design information provided to us, and our experience and engineering judgement. 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 upon the data obtained from the test pits. Soil and groundwater conditions between exploration sites 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, ECI should be requested to reevaluate the recommendations of this report and allowed to modify or verify our recommendations in writing prior to proceeding with the construction. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I GEOTECHNICAL ENGINEERING STUDY KBS III, LLC October 14, 2004 Additional Services E-11069-4 Page 15 We recommend that ECI 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. We also recommend that ECI 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. ECI should be retained to review the construction drawings and specifications, and to provide construction observation and testing. Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I Reference: King County Map 626 By Thomas Brothers Maps Dated 2005 NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent misinterpretation of the information resulting from black & white reproductions of this plate. Drwn. GLS Earth Consultants, Inc. Geotechnical Engineering, Geology, Environmental Sciences Constrllc'tion Testing & ICBO / WABO Inspection Services Vicinity Map Stone Ridge IV King County, Date Oct. 2004 Proj. No. 11069-4 Checked SSR Date 10/14/04 Plate 1 I I I I I I I I I I I I I I I I I I I 470 \ Stone Ridge LEGEND TP-1 -1-Approximate Location of ECI Test Pit, Proj. No. E-11069-4, Oct. 2004 '---1 I I Subject Site ___ oJ D Existing Building 2 Lot Number NOTE: This plate may contain areas of color. ECI cannot be responsible for any subsequent miSinterpretation of the information resulting from black & white reproductions of this plate. o 450 440 Approximate Scale 40 80 160ft. Earth Consultants. Inc. Geotechnical Engineering. Geology, Environmental Sciences Construction Testing & tCBO I WABO tnspection Services Test Pit Location Plan Stone Ridge IV King County, Washington Drwn. GLS Date Oct. 2004 Proj. No. 11069-4 Checked SSR Date 10/14/04 Plate 2 I I I I I I I I I I I I I I I I I I I 6 inch min. o 4 inch min. Diameter Perforated Pipe Wrapped in Drainage Fabric t 2 inch min. 1 4 inch max. LEGEND Surface seal; native soil or other low permeability material. 1" Drain Rock Drain pipe; perforated or slotted rigid PVC 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. Wrap with Mirafi 140 Filter Fabric or equivalent. 12 inch min. 18 inch min. t 2 inch min. SCHEMATIC ONLY -NOT TO SCALE NOT A CONSTRUCTION DRAWING Earth Consultants. Inc. Oeorecllnlc81 Englneers. Oeoloftlst~ &: EIl\'irotlrnental Scientists ConstruC'.t)oll Testing & leBO I ",'''BO Insp{,:("J'ioll ser\'lc{':s TYPICAL FOOTING SUBDRAIN DETAIL Stone Ridge IV King County, Washington Drwn. GLS Date Oct. 2004 ProJ. No. 11069-4 Checked SSR Date 10/14/04 Plate 3 I I I I I I I I I I I I I I I I I I I Non-Load Supporting • Backfill Bedding LEGEND Asphalt or Concrete Pavement or Concrete Floor Slab Areas t:?o" ~ Base Rock or Capillary Break, 00 as Appropriate ' Backfill; Compacted On-Site Soil ~~ or Suitable Imported Fill Material Minimum Percentage of Maximum Laboratory Dry Density as determined by ASTM Test Method D 1557-91 (Modified Proctor), unless otherwise specified in the attached report text. ~ Bedding Material; material type depends ~ on type of pipe and laying conditions. Bedding should conform to the manufacturers recommendations for the type of pipe selected. Drwn. Varies 1 foot min. Varies Varies SCHEMATIC ONLY -NOT TO SCALE . NOT A CONSTRUCTION DRAWING Earth Consultants, Inc. Georechn'cnl Engineers. G~oloa:lsts & En\'irolllllental SclenUsts Construcnon Testing &. ICBO l \,'ABO Illslleclloll Se:rvlc-es TYPICAL UTILITY TRENCH FILL Stone Ridge IV King County, Washington GLS Date Oct. 2004 ProJ. No. 11069-4 Checked SSR Date 10/14/04 Plate 4 -~ I A P P I E N D I I x A 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 APPENDIX A FIELD EXPLORATION E-11069-4 Earth Consultants, Inc. (ECI) performed field exploration on October 8, 2004. Subsurface conditions at the site were explored by excavating four test pits throughout the site. The approximate test pit locations were determined from existing landmarks presented on available plans. The locations 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 office, who classified the soils encountered and maintained a log of each test pit, obtained representative samples, measured groundwater levels, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System that is presented on Plate A 1, Legend. Logs of the test pits are presented in Appendix A, Plates A2 through A5. The final logs represent our interpretations of the field logs and the results of the laboratory tests offield samples .. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Earth Consultants, Inc. I I I I I I 1 I I ·1 I I I I 1 I I I MAJOR DIVISIONS Coarse Grained Soils More Than' 50% Material Larger Than . No. 200 Sieve 'Size Fine Gramed SoliS More Than 50%' Material SmallerTl'an No. 200 Sieve Size' Gravel And Gravelly Soils ~ore Than 20% Coarse fraction Retained On No.4 Sieve Sand And S!\ndy Soils More Than 50% Coarse Fraction Passing No.4 Sieve Silts Arid Clays Slits And Clays Clean Gravels (little or no fines) Gravels With Fines ( appreciable amount of fines) Clean Sand· (little or no fines)· ,Sands With !=ines (appreciable .amount of fines) Liquid Limit Less Than 50 liquid Limit Greater Than 50 Highly Organic Soit!> Topsoil Fill . GRAPH [SYMBOL , -V ..j;. :-V -V ..J )(X)(XXX LEtTER SYMBOL TYPICAL DESCRIPTION Well-Graded Gravels, Gravel-Sand Mixtures, Little Or No Fines Poorl~"-Graded Gravels, Gravel- Sand Mixtures, Little Or No Anes Silty Gravels, Gravel-Sand - Silt Mixtures Clayey Gravels, Gravel-Sand-' Qlay Mixtures Well-Graded Sends, Gravelly Sands, Little Or No Fines Poorly -Graded Sands, Gravelly Sands, Little O'r No ,Fines silty Salids, Sand -Silt Mixtures Clayey Sands, Sand -Clay Mixtur,es Inorganic Silts & Very Fine Sands, Rock FlOlor,Silty- Clayey Fine Sands; Clayey Silts wI Slight Plasticity Of Low To Medium Plasticity" Sandy Clays,' Silty -Clay~,. Lean piatomacE!Ous Fir~_ Organic Clays Of Medium TO'High Plasticity, Organic Silts Peat, Humus, Swamp SO,Us With High Organic Conten.ts Humus And Duff Layer Hlllhly' 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. C qu W P * pet LL PI DUAL SYMBOLS are used to Indicate borderline soil classification. TORVANE READING, tsf PENETROMETER READING, tsf MOISTURE, % dry weight SAMPLER PUSHED SAMPLE NOT RECOVERED DRY DENSITY, Ibs. per cubic ft. LIQUID LIMIT, % PLASTIC INDEX Earth Consultants Inc. I 2" 0.0. SPLIT SPOON SAMPLER II 24" 1.0. RING OR SHELBY TUBE SAMPLER I: WATER OBSERVATION WELL S2. DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION' :!r SUBSEQUENT GROUNDWATER LEVEL WI DATE LEGEND Proj. No. 11069-DateOct. 2004 Plate Al I I I I I I I I I I I I I I I I I I I Test Pit Log Project Name: Stone Job No. 11069-4 Logged by: SSR Excavation Contactor: Aero Construction Notes: General Notes 7.9 8.4 3 4 5 6 7 Date: 10/8/04 Test Pit No.: TP-1 Sheet 1 Ground Surface Elevation: 450' Surface Conditions: Depth of Topsoil & Sod 6": grass yard silty SAND with gravel, medium dense, moist -dense -gray -24.3% fines -occasional cobbles -dense to very dense of 1 8~~~--+-~--~--~--~~~~~~--~~--~~~----~~--~ Test pit terminated at 8.0 feet below existing grade. No groundwater encountered during excavation. ~~------~~--~~~~--~--------~------------------------------~ ~ Own. GLS Test Pit Log Stone Ridge IV King County, Washington represent our at the and location are not necessarily representative of other times and locations. We cannot accept responsibility information presented on this 1013. I I I I I I I I I I I I I I I I Test Pit Log Project Name: Stone Ridge IV Job No. I Logged by: 11069-4 SSR Excavation Contactor: Aero Construction Notes: W .g i Irtt General ~ Notes (%) " (I) (1):8 ~~ :::>(1) I Date: 10/8/04 Test Pit No.: TP-2 Ground Surface Elevation: 454' Surface Conditions: Depth of Topsoil & Sod 6": grass yard of 1 :>< SM ~ )< .--Brown silty SAND with gravel, medium dense, moist (Possible Fill) >< )< >< >< )< >< 10.7 1111 12.2 10.8 1 r-- f--- 2 f--- I-- 31-- 41-- I-- 5 f-- I-- 61-- I-- 7 f-- I-- 81-- f-- 91-- I-- 10 SM -trace organics -oxide staining -dense Grayish brown silty SAND with gravel, dense, moist -becomes wet Test pit terminated at 10.0 feet below existing grade. No groundwater encountered during excavation. &~------~--~~--~~--~--------~----------------------------------; i '" Test Pit Log 8 ... -. ~~~~!~~!e~5:. Stone Ridge IV King County, Washington ~~------------------------~------------------------r-------------------------+-------------------------~----------------------------~----------------~ m Proj. No. 11069-4 I Own. GLS I Date Oct. 2004 Checked SSR J Date 10/14/04 I Plate A3 Subsurface conditions depicted represent our observations at the time and location of thiS exploratory hole, modified by englneenng 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 lo!:!. I Test Pit Log I I I I I I I I I I I I I Project Name: Stone Ridge IV Job No. I Logged by: 11069-4 SSR Excavation Contactor: Aero Construction Notes: General Notes 12.6 13.9 t-- 11-- t-- 21-- t-- 31-- t-- 41-- t-- 5 c-- r-- 6 f-- f-- 7 f-- f-- SM I Date: 10/8/04 Test Pit No.: TP-3 Ground Surface Elevation: 455' Surface Conditions: Depth of Topsoil & Sod 6": grass yard Reddish brown silty SAND with gravel, medium dense, moist -gray -dense -decrease in gravel -33.4% fines -becomes wet of 1 8~~----~~--~--~~~~~~~~--~~--~~----~~~~ Test pit terminated at 8.0 feet below existing grade. No groundwater encountered during excavation. Test Pit Log Stone Ridge IV King County, Washington I I I I ~ Proj. No~ 11069-4 I Dwn. GLS I Date Oct. 2004 Checked SSR Date 10/14/04 I Plate A4 I I I I I I I I I I I I I I I I I I Test Pit Log Project Name: Stone Ridge IV Job No. I Logged by: 11069-4 SSR Excavation Contactor: Aero Construction Notes: General Notes W (%) 6.9 8.3 r-- 1 I-- r-- 21-- r-- 31-- r-- 41-- r-- 51-- r-- 61-- r-- 71-- 8M I Date: 10/8/04 Test Pit No.: TP-4 Ground Surface Elevation: 472' Surface Conditions: Depth of Topsoil & Sod 4": grass yard Reddish brown silty SAND with gravel. medium dense. moist -brown -slightly cemented. dense -very dense of 1 r-- 8~~----+-~--~--~--~--~~~~--~~----~~----~~~~ Test pit terminated at 8.0 feet below existing grade. No groundwater encountered during excavation. §~------~~--~~~----~--------~------------------------------~ i '" .. Test Pit Log ~ ~~~~lf}~~· Stone Ridge IV -King County. Washington ~~------------T-------------r-------------+-------------~--------------T---------~ m Pro]. No. 11069-4 I OWn. GLS I Date Oct. 2004 Checked 88R 1 Date 10/14/04 I Plate A5 Subsurface conditions depicted represent our observations at the time and location of this exploratory hole, modified by englneenng 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 IOQ. I I I I I A P P E I N 0 I I X B I I I I I I I I I I I I I I I I I I I I I APPENDIX B LABORA TORY TEST RESUL TS I E-11069-4 I I I I I I I I Earth Consultants, Inc. I I I I I I I I I I I I I I I I I I I 0::: w Z it ~ w ~ W Il.. 0 0 Particle Size Distribution .e i .e .e .e t:! .6 0 U i 8 If ... "; ,.. 51 ,; I ;; ;; ;; 100 ~ ~' i 1 , , f\ i : , , , , , , , , , , "-, 90 , \: ~ , , '" , , "-u. , , , , , , "-, eo , , , ~ , , , , , , , , , , "-~I ~~ , , , , 70 , , " , , , "-" , , , , , , ~ , , , 1\ , , , , ~ , , , 11 , , : 60 , , , 1\ , , , ~~ , , , , , , ~ , , ~: , 50 , , i' J\ , r\ · , , , , , , 40 , , , , ~. . , , .. . , , . , , , , ' , 30 . , , , , , 20 , , . , , , , . , , 10 , . · , , ! . , · , 0 , , , , , , . 200 100 1 1 0.1 GRAIN SIZE -mm % COBBLES % GRAVEL % SAND % SILT % CLAY 29.5 46.2 24.3 11.6 55.0 33.4 SIEVE PERCENT FINER SIEVE ' PERCENT FINER Inches 0 0 numbElr 0 0 s12:e size 1.5 100.0 100.0 #4 70.5 88.4 3/4 95.1 100.0 #8 65.1 83.1 3/8 78.7 95.3 #16 60.7 78.4 #30 55.5 72.2 #50 46.1 61.3 #100 34.0 46.9 #200 24.3 33.4 >< GRAIN SIZE 060 1.06 0.281 030 0.115 010 >< COEFFICIENTS Cc Cu o Source: Sample No.: TP-I o Source: Sample No,: TP-3 EARTH Client: Project: Stone Ridge IV CONSUL TANTS, INC. Project No.: E·l1069-4 Report ~ , , , , , , , , , , , , , , , , , , , , r.-, 0.01 0.001 USCS MSHTO PL LL SM SM SOIL DESCRIPTION o TP.l: 3.S'-SM Gray silty Sand wi1h gravel; 7.9"-11 moisture o TP·3: 4.0'-SM Gray silty Sand; 12.6% moisture REMARK§; o Tech: SEP o Tech: SEP Elev.lDepth: 3.5' Elev.lDepth: 4.0' Plate Bl I I I I I I I I I I I I I I I I I I I ~ Copies -L Copies DISTRIBUTION E-11069-4 . Novastar Development 18215 -72nd Avenue South Kent, Washington 98032 Attention: Mr. Wayne Potter KBS III, LLC 12320 Northeast Eighth Street, Suite 100 Bellevue, Washington 98005 Attention: Mr. Curtis Schuster Earth Consultants, Inc. • • • • • Geotechnical Engi neering Earthwork Observation & Testing Services Geological Services Laboratory Testing: Construction Materials Engineering & Inspection Environmental Services I Earth Consultants, Inc., a subsidiary I of U.S. Laboratories, Inc., is a consulting geotechnical, environmental, and materials engineering firm I specializing in providing high quality services, which are economical and responsive. Our multidisciplined I approach includes a broad base of services which include: I I I I I I I I I I I I I I I I' I I I ·1 I I I" I I I I I I I I I 6 tlA v I ~, \\'~ : 't . . I' 0 0 1-.,"., ~ I 01'(, , ,. I <')' <~/' ,,~~ .... Ge:NG\~ TECHNICAL INFORMATION REPORT Proposed Plat of Windstone IV 10627 -148th Avenue S.E. OEVELOPME CITY OF'1J~~~N/NG OCT 2 B. 200~ fRlfE(CfEDYfE{Q) Renton, Washington Prepared for: KBS III, LLC 12320 N.E. 8th Street, Suite 100 Bellevue, WA 98005 October 15, 2004 Our Job No. 11483 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 1821572NOAvENUESOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, CA www.barghausen.com I I I I I I I I I I I I I I I I I I I 1.0 INTRODUCTION/GENERAL INFORMATION I I I I I I I I I I I I I I I I I I I 1.0 INTRODUCTION/GENERAL INFORMATION The proposed plat of Windstone IV was part of. a much larger development' known as Stoneridge I. as delineated on the attached map (Appendix A). Please refer to these documents for the inclusion of the Windstone IV plat design with the Stoneridge I design. The project site is located within a portion of Section 3. Township 23 North, Range 5 East, WiIlamette Meridian. King County, Washington. More particularly, the site is in the southwest corner of the Stoneridge I plat and encompasses approximately 2 acres of previously developed land. most of which will be demolished with this development. Since this area was included in the Stoneridge I project design. which utilized Level 3 Flow Control and basic water quality, no revisions to the existing flow control and water quality facilities are proposed. Nine lots are proposed for Windstone IV. 11483.00S.doc [JPJ/tep] I I I I I I I I I WINDSTONE IV PLAT I I I I I I I I I I I I ( I I ~ I I ( I I 69096 NO.LCNHS'fM 'NO.1N3I:l :rs ant-aAv H.L8M -.£~9Ol. AI :f.K).1.SON1M :N0Ll.V001 .~ ...... ' "-.. , ......... 1.0 J.UJ. -SS-cicici .. ...... 90016 NOJ.ON1HSVM 'arvaTlaB . 00It a.Lr'lS '.1.33I:US H.L8 :iN o~m NOll. V)JOcII:K>O J.N3ncI013A30 S8)I ., .~j :~ ·0 w .u L. ItI .0 .. ...... .... -'. --'" ~ ... ~ .. / :1:10::1 '" ,., ", J:i ..., ,,, .><: , UI ''''' It! !.'(J - - - - ---. - - ---_. - - --_.- I I I I I I I I I APPENDIX A I I I I I I I I I I I :0 I I I I I I I('~) I I I I I I I .l I ........ __ " I Technical Information Report Proposed Plat of Stoneridge 148th Avenue S.E. and S.E. 107th Place King County, Washington Prepared for: KBS Development Corporation 12320 N. E. 8th Street, Suite 100 Bellevue J WA 98005 April 5, 2004 Our Job No. 11189 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72NDAvENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, CA www.barghausen.com I I I I I I I I I I I I I I I I I I· I I Ie) I ,.~ I I I I I I Ie) I I I I I I I I j ....... _ .. ; I' TABLE OF CONTENTS 1.0 PROJECf OVERVIEW Figure 1-Technical Information Report (Tffi) Worksheet Figure 2 -Vicinity Map Figure 3 -Drainage Basins, Subbasins, and Site Characteristics Figure 4 -Soils 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 3.0 OFF-SITE ANALYSIS 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology B. Developed Site Hydrology C. Performance Standards D. Flow Contra) System E. Water Quality System 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6.0 SPECIAL REPORTS AND STUDIES 7.0 OTHER PERMITS 8.0 ESC ANALYSIS AND DESIGN 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10.0 OPERATIONS AND MAINTENANCE MANUAL 11189.00l.doc [IPJ/dmltep] I ·0 I -" I I I I I I Ie) I I I I I I I ( ) I '~~ I 1.0 PROJECT OVERVIEW I ·0 I I I I I 1 1 10 I I I I I I I ( ) I ,-/ I 1. PROJECT OVERVIEW The total site area, including improvements to adjacent roadways, is approximately 16.19 acres. The project site is located within a portion of Section 3, Township 23 North, Range 5 East, Wi11amette Meridian, King County, Washington. More particularly, the site is located north of SR-900, west of 148th Avenue S.E., and has the approximate street designation known as S.E. 107th Place. Please see the attached Figure 2 -Vicinity Map for an exact location of the project site. There are several existing buildings located in the southeast portion of the project site and appropriate drive aisles, driveways, parking areas, and landscaping an under' pre-developed conditions. The remainder of the site consists of fairly irregularly sloped ground consisting chiefly of brush and trees, which tends to slope towards the center of the project site in a northerly direction. One of the tributaries to May Creek passes through the center of the site and is considered a seasonal stream and consists of a small strip of wetland area with a buffer that wi1l remain undisturbed with the development of this project. Slopes on the project range from 2 percent up to 30 percent. In addition to the on-site acreage there are improvements proposed for the SR-900 and 148th Avenue S.E. intersection in the form of road improvements consisting of chiefly 0.25 acres of new impervious surface. There are 58 lots proposed with this phase' of the development. An additional 8 to 13 more lots are proposed for the southwest corner of the project site. The site tends to slope in a northerly direction for the most part. There are well over 100 acres contributing runoff to the project site. This upstream basin of more than 100 acres is partially developed with existing single-family residences, a schoolyard, some wetland areas, and undeveloped areas as wen consisting of trees and brush~ however, for the most part the upstream basin is mostly developed. The proposal for this development is to construct the lots and adjoining streets wi.th catch basin collection and pipe conveyance systems an draining into a centrally located wet/detention pond that wi11 perform water quality as wen as flow control, meeting the requirements of King County as well as the City of Renton, which has adopted the 1998 King County. Surface Water Design Manual. The. requirements for this project site are to provide Basic Water Quality and Level 3 Flow Control due to downstream problems. Please refer to the Section 3.0 Off-Site Analysis for a complete description of the downstream drainage course and problems associated with it. ) ) ) 89.00J.doc [JPJldmltep] I In ."'_ ...• I I I I I I I Ie) I I I I I I I I C) I FIGURE 1 TECHNICAL INFORMATION REPORT (TIR) WORKSHEET I ·0 I I I I I I I Ie) I I I I I I I ') I .. ,~----' I King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Bellevue, W A 98005 Phone Project Engineer Ali Sadr ~~~------------------~ Company Inc. Address/Phone 18215':'" 72nd Avenue South IZI 0 IZI 0 IZI 0 0 0 0 0 0 WA 980321 Subdivision HPA Short Subdivision Grading Commercial Other Community Renton Drainage Basin Creek River Stream Critical Stream Reach Depressions/Swales Lake Steep Slopes 251-6222 -1- Township .....:2:;.,:3:....;N:...;..::.orth::..=.:. ____________ -4 Range 5 East -----------------------~ Section ....:3~ _______________________ _I Section 0 DFWHPA 0 Shoreline Management 0 COE404 (8l Rockery 0 DOE Dam Safety 0 Structural Vaults 0 FEMA Floodplain 0 Other 0 COE Wetlands o Floodplain IZI Wetlands o Seeps/Springs o High Groundwater Table o Groundwater Recharge o Other 1 1 1 89.002.doc IJPJ/dm) I I I I I I I I(J I I I I I I I I Soil Type Slopes Alderwood 6 to 15 percent REFERENCE o Downstream problem o o o o Additional Sheets Attached MINIMUM ESC REQUIREMENTS 0 181 0 181 181 DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence Other Grass Lined Channel 0 Pipe System 0 Open Channel 0 Dry Pond 181 Wet Pond 0 Tank Vault Energy Dissipater Wetland Stream Erosion Potential Erosive Velocities LIMITATION/SITE CONSTRAINT Level 3 Flow Control 0 0 0 0 0 MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION Stabilize Exposed Surface Remove and Restore Temporary ESC Facilities Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities Flag Limits of SAO and Open Space Preservation Areas Other ---------------------------------; Infiltration Method of Analysis Depression KCRTS Flow Dispersal Compensation/Mitigation Waiver of Eliminated Site Storage Regional Detention Level 3 Brief Description of System Operation _C=at;;,:c;.:,;h:....;b:.,,;as=in;:,...;;.c,;;;,o;;,:l1.:..ec:.,,;t;:,.io:.,,;n;:,.;.:.;to::...&;:.;:.1;· ;;;::....;~~~::~..:;;an;;;;:.:..ce;:....;.:.to:;:....;.w;.;e;.:tJ;.:d;.:e;.:te:.,,;n;.:,;t;;;.io:.,,;n;:,..,.;...;.:.;~ __________ -I Facility Related Site Limitations Reference Facility Limitation -2-] 1 1 89.002.doc [JPJ/dm] I I I I I I I I C-) I I I I I I I ) I '-_/' I o o I8J o o Cast In Place Vault Retaining Wall Rockery> 4' High Structural on Steep Slope Other 181 . Drainage Easement 181· Access Easement o Native Growth Protection Easement I8J Tract o Other I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my the information provided here is accurate. -3-) )) 89.002.doc (JPI/dm] I ' 10 '1--" I I I I I I 10 I I I I I I I I)i I\,-j- I FIGURE 2 VICINITY ,MAP I ·0 I I I I I I I 10 I I I I I I I ,.' VICINITY MAP NORTH SOURCE: THE THOMAS GUIDE (USED BY PERMISSION) ------ I I I I I I I I I I I I I I I I I I I I ·0 I I I I I I I 10 I I I I I I' I .u I FIGURE 3 DRAINAGE BASINS, SUBBASINS, AND SITE CHARACTERISTICS \. \. \. ..- -,/ '.\. ,/ --C-r) r-¥ .. - \. \ . " \. ..;.'<-:" - - i .! i - \. -- .. : - ~ /01 /\/ ... :1,\ iii i' . ! I { .! ! I • I • 1 \1 \ \ -.- " i~) ~.I \ l - . - ----- -~---- . __ .. ¥.-----.' \. \ --. ~~ ---~ r~---r / ,.--- ./ / ".---.~ .... ~ ..... ~ .. -.. \ .. - \ , . .~-". '- ) ---: ---- -- _ ,. •• _ ._~"'~R""_ ...... ''''':·'·'.''''~··.''!>''7'·~·'''''··''·''--· '~t··, ," ..... ,," .. '~'" C, r< , 'I" - --- 510011:15lNO.l.S . d\lY>j \l31:1V E!ONVA3i\NOO -' ----- /' ~j--~.-/~-- ,/ / ,.---- ./ I soose NOJ,ONIHS\lM ':lM31"eS 00"* aJ.Ins "JS H.L8 'i'N ~Cc:~ NOLLWOdl:lOO J.N:!Y>jd01:l1aCl 'III S9)I IJO:j ,I. .. - ,ot-.\ .... -.... Wt7F" '110 -rr_ .. .".-'""~ .,.".-..... -w-..... 0 ""'ta. ~---..., ....... ~ -. .n~ r··········,······! 1 1 t .... l····· .. ·~ .. ·· .... ·· .. ~c /,._-' X¥J tBLB-I~t(~Z.) ZtZB-I~Z(;Z') trOlls yilt '.N3~ Hlnos 3nN]AV CNt' ;ltSI \ I ! I I " 9:, I \---_._- ., ~ ~~~ ~~ ~ It f ..-i r r-~ \l.. \\. ~ ~) \ ~ ~ ~ C) ~ .. C) * ~ \i ~~ ~ ~ 0" )... )-. .~ ~ ~ ~H~ ~ ~~~ .~~ '0 ~ .~ ~~~" \J~ ); "( \UQ ~ .() \l (=)~) - - - - -... ,". - - - - -- I ·0 I I I I I I I 10 I I I I I I I -( ) I '--"" I FIGURE 4 SOILS I ·0 I I I I I I I 10 I I I I I I I II 1 " "'-d ~".I I. I SOILS MAP NORTH I I I I I I /'GUIIiE ,TO MAPPINGuJUtS "" Fora full description of a :mapping unit, read both the description of the ,mapping urlit and that of,the ,soil series, to which the mapping unit belongs. See table 6, page 70, for descriptions Of wo,odland groups ~ , ,Other information is giv~n in ,tables' as, fOlloWs: Acreage and extent, table 1 ,page 9. Engineerlnguses 'of the soils, tables 2 and 3, pages 36 through 55. TowJ'!and: country planning, table 4, page 57,. Recreational use's, table 5., page 64. Estimated yields, table 7, page 79. Nap symo! Mapping unit Described on' page AgB ABC ,AgD AkF AmB AmC' An BeC BeD BeF :Bh , Alden/ood gravelly sandy loam, 0 to 6 perc'ent slopes---'.;----i--10 Alden/ood gravelly sandy loam. 6 to 15 percent slopes---:"..:---.;8, ',Alden/ood gravelly sandy, loam, IS to 30 percentslopes-'"--:-':-::-:-, 10 ,Alden/ood' and Kitsap soils, very steep---:--:----'-"'----'.:.-.:.----.: 10 A:rents, Alderwood material, o ,to 6 percent slopes 1/----.:.----'-10" Arent 5 , Alderwood material, 6 to lSperc::ent slopes-y-----"'-..:-10 Arerits, Everett material 1/--.;---'-,..-:.---:----.,.----------:-------11 ..Beausitegrave11y sandy loam, 6 to 15 percent slopes----_::---:.-U Beat,lSite gravelly 'sandy loam, ,.IS to 30 percent slopes--------~ 12 :' , Beausite gravelly sandy loam, 40 to 75" percent slopes---.,--~--12 ' Bellingham silt loam----------":..:--.;.-_:--.:.:-::.;...:~-------_:--..::..,.----12 Br ':', Briscot silt loam-------------~---..:,----.,;;--..::..-'---,;.-------------13 B,u Buckley silt loam----..:---,--------:.-------.,.--..:..,-----------.,.----13' 0> ' CoaStal beaches--------------------..:---"----,--:..---:-------------' '" '14 ,Ea Earlmont silt loam-------------.:.-----.. ..:--------..:--------------14 Ed Edgewick fine sandy ioam-------------..:-----.:.---:---:------------15 EvB . Everett gravelly sandy loam, 0 to,S percent slopes------------IS EvC Everett gravelly sandy loam,S to :15, percent slopes-------'--'-"-16 :EvD, ,Everett gravelly sandy loam, 15 to 30 percent slopes------'-.,'--16 :a.rC ,Everett-Alderwood gravelly sandy loarns, 6 to IS percent slopes-:..----------..:------:,---------.: --:---..:----.;,~ ----------"::..- InA Indianola loamy fine sand, 0 to 4 percent slopes---------:----- 16 17 Woodland Capability unit groUp Symbol Page syilbol, IVe.,2 76 :3d2 IVe-2 76 3,dl VIe-2' 78 3dl' VIle-I' 78 2dl IVe-:::! 76 3d2 'IVe-2 16 3d2 IVs-l /17 ~f3 IVe-2 76 ,3d2 Vle-2 78 3dl ' VIle-l ,78 3dl Uhi-2, 76 3w2 ' IIw-2 75 ' 3wl Hlw-2 76 4wl' VII Iw-l 78 --..: JIw-2 75 3w2 IIIw-1 75 201, IVs,-l 77 ,3£3 VIs:"1 78 3f'S Vle-l '-17 ' 3f2 " Vls-l 78 3f3 IVs-2 '17 '4s3 I (~),.~~' KpC Kpl} . KsC 'Ma NeC "Indianola loamy fine sand, 4 totS percent slopes---:---------- Indianola loamy fine sand" 15 to 30 percent slopes---,--'-:..----- ,Kitsap silt loam, 2 to 8 percent slopes-..:---..:-,--..:------------- Kitsap silt loam, 8 to 15 percent slopes---------:------.,--:.-_- Kitsap silt loam, 15 to 30 percentslopes--------------.:.------' Klaus gravelly loamy sand. ,6 to 15 percent slopes------------- Mixed alluvial limd--------'------~ ..,.:.-~'----,. -.,.----------------.,.- Neilton vel)' gravelly loamy sand, 2to 15, percent slopes---:"-- Newberg silt lOWn'-------------,.-:--'-----'--------:--',.----.: ---.,. ---- ,Nooksack si It loam-------------'------:-:..:-----: -:------,..-----'-:-"'-- ,16 17 17 18,;, IVs-2, Vle-l IIIe-1 IVe-l 77 453 76 452 75 2d2 76 ~d2 ", I I, 'I' '.;' " - .' I I- Ng, Nk No Norma sandy loam-------------------,--,. -_':-"',---------------'--.,--, ,or Orcas peat-'-------------- --,-----:..--':'--'----.:.-------~ ---'-------- Os Ori.dia silt loam----------------------..:-:..--------------:..-,..:---- Ove' , OvaIl gravelly loam, 0 to 15 percent slopes-':'-;-----------"'C,'---':. . OvD OvaIl gravelly loam; IS to 25 percent,slopes-----,.------"'.:,---'- 'OvFOvall gravelly lo~" 40 to 75 percentslope's------------.:.'----- -Pc Pilchuck loamy fine sand----------_:-"'---------:--------'-------- PI< Pilchuck fine sandy loam-----------..::.-------:--:----------------- Pu,' Puget silty clay loam----------..:-----..,,-'----------~------------ /?y Puyallup fine sandy loam-------------------------------------- RaC Ragnat fine sandy loam, 6 to' 15 pe,l"cent slopes---,------'---..:---' RaD 'Ragnar fine sandy loam, IS to 2S percent slopes--------.:;--..:--- RdC, Ragnar-Indianola association, sloping: 1/:---------'---------:-:--- Ragnar soil-----------------------:-------..:-----------""--- , Indianola soil------'-----------'.,.----------------_: -'--'---..:-' Ragnar:"lndianolaassociation, mo,derate1y steep: 1/..:--------..:-- Ragnar soil----------------..:-----,.., ------'--:-~----.:.---'---- RdE, , Indianol a soil----------------.: -------:--'-_:--,.---,.-.:.------ ( .) I ..... ··r·~ " , ' 18. 18 18 19 19 2'0' 20 21 21 22 23 23 23 23 24 24 25 26 26 ,26 'Vle-2 78 2dL VIs-l 78-3fl Vlw-2 ' .' " 78 201 VIs-l 78 ' 3f3 IIw-l 74 201 IIw-l 74 201 ' IIIw-3 76 ,3w2 " VIIIw,-l 78 . --- IIw-2 75 3wI IVe:..2 76 3d} Vle-2 78, 3dl VIle-l -78 3d1 Vlw:-l 78 2s1 IVw-l 76 251,; IIlw-"2 76 3w2' IIw-l 74 ' 261 IVe~3' 77 451 Vle-2 78 451 -------- IVe-3 77 4s1- IVs.:2 ,77 453 ----------'- VIe-2 78 4s1 VIe-l 77 '4s2 I' GUIDE TO MAPPING UNITS--Continued IOMap \ ymhol Mapping mit . ............. ~ . I Re Renton silt loam---------:..-------------------------------'-'-- Rh. Ri velWash--·;..------------------------------.----------,..------- Sa Salal silt loam------.--------------------------------------- Descri})ed Capability mit on ,page Synbol', Page, 26 IIlw-l 7S 27 VIIIw-l 78 27 lIw-1 74 Woodland group Symbol 3wl :201 Sh Sammamish silt lo~---------------------------------------- Sk Seattle muck-------~ ----~----------------------------.,,------ Sm Shalcar.lIlUck------------------------------------------------ Sn Si silt loam-------------------------------------~----------I 27 I1w-2 7S 28 I1w-3 7S 29 Ilw-3 7S 29 IIw-l 74 3wl 201 So Snohomish silt loam-----------------------.------------------30 IIw-2 7S 3w2 Sr Snohomish silt loam, thick surface variant------------------ Su '. Sultan silt 'loam--------------------------------------------' Tu Tukwi la lIlUck------,------------------------------.----------w_ I 31 IIw-2 7S 31 IIw-l 74 32 IIw-3 7S 3w2 3wl Ur Urban land--------~-----------------------------------------33 -------- Wo Woodinville silt loam-------------------------------~-------33 IIw-2 7S 3w2 1/ I --The comPosition of these units is more variable than that of the,others in the Area, but it has been controlled well enough to interpret for the expected use of the soils. I I 10 I I I I' I I I~ (, ) I '-~ I ", ,I la I .- I I, I I I I '" 10· I·' I I I' I I I I(~) I 2.0 CONDITIONS AND REQUIREMENTS SUMMARY I I: I I I, 1'0 'I I r I I, I I ( )1 I ".,"-~~ 2.0 CONDITIONS AND REQUIREMENTS SUMMARY Analysis of tbe Eight Core Requirements: Core Requirement No. J: Discharge at Natural Location. Response: This project is proposing to discharge to the same seasonal stream it current1y does under existing conditions. However, runoff may be modified somewhat with the development of this site splitting flows somewhat between the two streams that drain through the project site in a different fashion than it currently does under existing conditions. The site wi1l still drain to the same stream downstream though. Core Requirement No.2: Off-Site Analysis. Response: This project should not have to provide an off-site analysis due to the fact that Level 3 Flow Control is required, which is the most severe flow control required for projects that contribute to areas prone to flooding. The off-site analysis would provide no more determination of required flow control above that; however, an off-site analysis is provided herewith with this project in Section 3.0 Off-Site Analysis of this Technical Information Report for a review. Core Requirement No.3: Flow Control. Response: In accordance with the requirements of the City of Renton and King County, Level 3 Flow Control is proposed for this development and wi11 be instituted with the final construction of the plat. Core Requirement No.4: Conveyance System. Response: In accordance with the 1998 King County Surface Water Design Manual and since the project site consists of over' 10 acres of new development, an SCS-based hydrograph methodology of computing runoff to each catch basin may be instituted in the design of the conveyance system draining to thewetldetention pond located in the central portion of the project site. In addition, the culvert draining underneath 148th A venue S.E. that contributes runoff to the northeast portion of the project site wiJ) be analyzed based on the Santa Barbara Urban Hydrograph (SBUH) methodology, which is an SCS-based methodology of computing runoff. Core Requirement No.5: Erosion and Sediment Control. Response: This project wi11 prevent the transport of sediment to streams, wetlands, lakes, drainage system, and adjacent properties through the institution of carrying limits, cover measures, perimeter protection, traffic area stabilization, sediment retention, and surface water controls, all in accordance with Appendix D of the 1998 King County Surface Water Design Manual as adopted by the City of Renton. Core Requirement No.6: Maintenance of Operations. Response: The drainage faciHties on this property will be maintained by the City of Renton and any maintenance and operations requirements of the City wilJ be instituted into the Final Technical Information Report prepared for this development. J II 89.001 ,doc [JPJ/dmltep} I I I' I I I' ,IC)' I I' 'I I I I I, ( ) ! I -...... ~-,-- I, . '. . . Core Requirement No~ 7: " Financial Guarantees andiiability. , " '.. ~ . , Response: Any financial guarantees and liability required by the City of Renton wil1 be followed and maintained by this project prior to construction.' . Core Requirement No.8: Water Quality. Response: The City of Renton and King County have already indicated that Basic Water Quality. is the required water quality methodology for this project, which is being provided in the form of a wet pond located below the live storage in the wet/detention pond in thenbhh central portion of the project. " . . Analysis of the Five Special Requirements: Special Requirement No.1: Other Adopted A rea-SpecijicJ?equirements .. , , ' '.' .', .'. , ' , ;1' .' · Response: This project does not lie. within other adopted, area-specific requirement ··areas to the best of our knowledge.' .... Special Requirement No.2: FloodplainiFloodway Delineation. . . Response:' In accordance with the requirement, the floodplain will be designated f~r the tOO-year stoflll on the project plat. . Special Requirement No.3: Flood Protedi?n FaCilities. · Response: There is no flood protection facility existing nor is one proposed forthls project site." that wilJ have to be designed toconform to:the FEMA regulations.' . . . . . Special Requirement No. 4.~ Source Controls.' . , 1 -" , . . Response: Source controls, will be provided with this development in accor~a~ce with the ·1998' King County Stormwater poliutionControlManual and King County <;::6deSection 9.12 Jor a · multifamily development. " . Special Requirement No.5: Oil Control. , .', ' · Response: This project does not meet the r~quirements 'or a, high-use site"'nor is,it',a redevelopment project; therefore; the requiremen~ of oil control is· not required for this' site. , . '. . , The fo]]owing pages of the report delineate the Stoneridge Platfinal plat requirements as dictated by the City of Renton in a letter to Curtis G. Schuste~ dated'July 24~ 2003." . . 11.189.001.do:c (JPJldmltep] .. I ·0 I -, I I, I I 'I I I' 0 I 'I 'I I I I I I \---... ) Jesse Tanner, Mayor July 24,2003 Curtis G. Schuster KBS Development Corp. 12320 NE 8th Street Suite 100 Be]]evue, W A 98005 ( It, 01~ CITY OF RENToN-----" J>lanningIBui}dinglPubJJcWorks Department Gregg Zimmerman P.E., Administrator Subject: Stone Ridge Plat -Final Plat Requirements Dear Mr. Schuster, This leiter is to explain the City of Renton's requirements for compliance with the·conditions impqsed by the King County Hearing Examiner on the approval of the preliminary plat for the Stone Ridge Plat. Upon annexation by the City of Renton, the final plat must be approved by Renton. 1t is our intent to require compliance with the conditions of the preliminary plat where practical, and to require confonnance with the intent of conditions that cannot be met exactly as worded. The fan owing is a list of the King County Hearing Examiner conditions of the preliminary plat approval, along with the Renton requirement for compliance with each condition for final plat approva1. , 1. Compliance with all plaiting provisions of Title 19 of the King County Code. Renton Requirement: The applicant shaH complete the plat required street, utility and drainage improvements per the approved preliminary plat. The applicant sha11 comply with .the requirements of the Renton Subdivision Regulations for final plat approval procedures. 2. All persons having an ownership interest in the subject property shall sign on the face of the final plat a dedication that includes the language set forth in King County Council Motion No. 5952. Renton Requirement: The applicant sha11 comply with the requirements of the Renton Subdivision Regulations for finaJ plat approval procedures. 3. The plat shaH comply with the base density and minimumdensily of the R-4 zone classification. An lots shaH meet the minimum dimensional requirements of the R4 zone classification or shaH ,be generally as shown on the face of the approved preliminary plat, exceplthat minor revisions to the plat that do not resull in substantia] changes may be approved at the discretion of the Department of Development and Environmental Services.' Any changes to the plat design which are mandated by the conditions which follow shall also be permitted. Renton Requirement: The applicant shall comply with the condition as written for density and dimension requirements. The applicant shaH provide a copy' of. the R-4 zone dimensional requirements with the final plat application. Minor revisions LO the plat that do not result In substantial changes maY,be approved at the discretion of the Development Services Division. 4. The applicant must obtain final approval from the King County Health Department. Existing septic tanks on the site must be properly abandoned prior to final Health Department approva1. -,sttJlomue~Jirlidll'lgenfiITrJllll1alh1pmlalt"l)1re,8Im~tT5·ddrS""~\-~t-h-G-r-a~d-y-W-a""':y-_-R-e-n-t-on-,-w-as-h-in-g-t-on-9-8-0-S-S----....:---R E N TON m 1 his Daoer cOntains 50% recvded ma[erial. 3-0°/ .. DOst c.ons."mp.r AHEAD OF THE CURVE 'I I .. I I Ie) I! ,I 'I I I I I (, ) I ~"., I .• "I Public Works. This plan shan be submitted with the. applicatJon of any buildmg peimit.. All connections of the drains must be constructed. and approved prior to the final building' inspection approval. For those Jots that are designated for individual lot infiltration systems, the systems shaH be constructed at the time of the building permit and shall comply. with plans on file." ; d) Core Requirement No. ]: Discharge at the Natural Location The applicant has received approval for a requested diversion of surface water flows within the project, under Drainage Adjustment LOOVOO62. Thf! conditions of approval of tbi's drainage adjustment shall be satisfied during .the design and review of the project engineering plans. . e) Core Requirement No.3: Runoff Control. To mitigate for downstream capacity issues, the applicant shall provide Level Three flow contro1, as out1ined in the KCSWDM. The size of the proposed drainage tract may have to . increase to accommodate the volumes and water quality facilities; The stormwater facility and dedicated to King County, unless portions of the ion spac:e in accordance with KCC21A.14.180. As specified in dispersed within for both lot areas geotechnical groundwater and f) Core Requirement site. OMrJI).;'Sll9r:JJ11t water shall be infiltrated or . lnfiltration of storm water. , C&ItenrurleeJ to be feasible. A , upstream flows shall be "'\~'U~~lualJ:.' c~Dn"'tey';1Ul(:e capacity in the existing ] 8-inch Tract C in the eastern portion of the g) Core Requirements No.8: Water Quality. The project is required to meet the basic water qua1ity requirements of the 1998 KCSWDM. h) Special Requirements No.2: Floodplain Delineation. Because a wetland and two stream are located on the property, a floodplain analysis sha1l be performed. The IOO-year floodplain boundaries shan be sh()wn on the final engineering plans' and recorded plat. Renton Requirement: The appJicant shan comply with the condition as written. The note on the final pIal shan refer to the Renton PlanninglBuildingiPublic Works Department instead of the King County agencies. Please note that the City of Renton does not assume maintenance responsibilities for the drainage facilities for new subdivisions. The homeowners' association will be responsible for the ownership and maintenance of these faciJities. stone ridge final plat letter.doc\ · , I, 10 1- 1 1 I I I I ,. . IO~ 1 I I I I I I I ( ) \'-.--- I 8. !he p~oposedsubdi,Vi~iOi1, s~all comply with ihe ,1993 king ,County Road Standards, (KCRS):, ,) , mc1udmg the fo]]owmg requuements: . rJe£/)S 'i)<D' Ro~ L l\J at q-z 'I :,.,,' oad, A shaH be improved as. an ur.bari nei hborh6od ~ector between 148111 Avenue SE and • ~,/ ~, and as an urban subc61lectot west of Road, e eSlgn of the subject plat shaH be modified so that the lots in the plat will not take individual direct accesS from the neighborhood collector portion of Road A. This modification to the design may. resu1t in the relocation of the proposed alignment of Road A. J b) Roads C a~d D, at a mi~irilUm, shan be designed to the urban, sub~ccess street standard. '7 c ~aJ] be dedicated as public road right-of-way and improved to the urban,. subaccess stieet standard. ' . . . d) ]48111 A venue SE along the frontage of the site shall be improved to the urban co11ector arterial' standard, including provision for a bicycle Jane. e) ~Wf.a~t~M>.~lm11 be improved as a m;i~li1~t'fmrrf)~tJtiiye1NaV and shaH serve a maximum of two lots. Lots 40 and 41 shaH tract and be responsible for its maintenance. A note and the' parties which are responsible for its and engineering plans. As specified in KCRS an ]8-foot wide paved surface and a shaH include a curb or thickened no more than six and be responsible parties responsibJe plans. 7 Improvements shall conforifi,'" fool wide paved driving cenlerlines of Roads D and C, ro~~";.';;i'n&I~~': maximum length of ] 50 feel. -~ .. ~.-~ 7 g) The width ~ay be reduced to 20 feet. nT1vale"ll~leS!ltracts and shall each serve ownership of the tract of each tract and the , which inc1udes a 22- and ] be aligned with the rntn'Tnn,,,,, tract width shaH be 26 feet with a No improvements to this tract are required. h) A temporary turnaround shall be provided at the terminus of Road A. If this turnaround is located off-site, easements shan be deeded to King County to a]]ow for the temporary public use of the turnaround until Road A is extended further north as a pubJicroad. i) Street i11uminalion shall be provided at the intersection of Road A with 148th Avenue SE, a col1ector arterial, in accordance with KCRS 5.03. ' (j)) 148tb Avenue SE along the frontage of the 'site may require a design for a bus zone and tu~ "'>~,l' outs. As specified in KCRS 2.16, the applicant's design engineer shall contact METRO and the lssaquah School District 10 determine if a bus zone is needed, and if so the specific design req~irements. k) Modification to the above road conditions may be considered by King County, pursuant to the variance procedures in KCRS ] .08. . slone ridge final plat letter.doc\ Renton Requirement: The appli~a~t shall comply with the condition a~~tten. All construction and upgrading of 'public and private roads 'shaH be' done in accordance with City of Renton' . requirements •. witltthe exception of street pavement widths for .the new streets. The new 'streets call . ~stOlc."te:d roth!he pavement widths approved with the preliminary plat., The pavement thiG~ess must be a minimum of 4" of asphalt over 6" of crushed rock. However, roned cUrb would not be . considered acceptable; iherefore. vertical curbs wOufd be required: Any streets narrower than 32 feet in width must be posted for no p,ark1ng along on~ side of the street. Any street narimver tban 28 feet imiSt be posted for no parking along both sides of the street. An streets within the plat wi11 be subject to naming . specified .by the Development Services Division. Street lighting must" be provided to meet the niillimurri street lighting levels established ~n Renton Cod~. The street lights along the arterial . streets must be constructed per City of Renton standards, and turned over to the City for ownership . and maintenance. Th~ street lights on the residential streets can be constructed as a City system, or as a Puget Sound Energy (PSE) system. The maintenance 'and electrical bills to PSE would be the responsibility of the homeowners' association for a PSE system 9. Boundary Line Adjustment LOOL0089 shaH be completed and put into· effect through the recording of deeds, prior to the approval plans for the subject plat. Renton Requirement: 10. All utHities within prc~po:~_J ..... , ....... ~ .. ,' .. Renton' Requirement: Development Service electric, gas, ...... ~I-'J .• VJJ ... .J 'n~ifll'i">Klo to construction. and th cOJlliUjlOn as written. . a franchise approved by the be approved by Renton for all utilities, including 1l'v'Mfrhnill>nt Services Division prior "n"rn'lI"," by a Renton inspector. 11. The applicant or su y Code 14.75, Mitigation Payment System (MPS), Iration fee as determined by the appJicable fee .(1) pay the MPS fee at final·' plat recording, or (2) pay the issuance. If the first option is chosen, the fee paid shall be the plat application and a note shan be placed on the face of the plat that required by King County Code 14.75, Mitigation Payment System (MPS), have been paid." If the second option is chosen, the fee paid shall be the amount in effect as of the date of building permit application. Renton Requirement: The applicant shall pay the City of Renton the' standard transportation mitigation fee of $75 per net new average daily trip, prior to recording of the final plat, as required by City of Renton concurrency policies. The transportation mitigation fee, based on 44 new single family lots shan be $31,581.00. 12. Lots within this subdivision are subject to KCC 21A.43 and Ordinance 14009 which imposed impact fees to fund school system improvements needed to serve new development. As a condition of ·final approval, fifty percent of the impact fees due for the platshall·be assessed and collected immediately prior to recording, using the fee schedules in effect when the plat receives final approval: The balance of the assessed fee shall be allocated evenly to the dwelling 'units in the plat and shall be coHected prior to building permit issuance. slone ridge final pIal leller .doc\ I. 10 I I I I I I I 10 I I I I I I I . . ' . Renttln Requirement: The applicant shal1 pay the City of Renton the st~ndard Issaquah "School lmpact fee of $2,937.00 per net new residence, prior to the issuance of building permits, as required by City of Renton policies. 13. There shan be no vehicular access' to 1481h Avenue SE from those lots in the 'subject plat which abut this. street.· There shan be no direct vehicular access to the portion of Road A east of Road C . from the Jots whichabut this portion of thisstreel. A note tothis effect shaU appear on the final plat and engineering plans. Renton Requirement: The applicant sha11 comply with the condition as written. Ifo. Twelve f:et of add.itionaJ right-of-w~y for 14Slh Avenue SE. shaH be dedicated along the east V property hne, aIJowmg for 42 feet of nght-of-way from centerlme. . RentonRequirement: The applicant shaH comply with the condition as written. 15. The .fonowing note shan be shown on .~th~e~fi~JD~~a~1 ~~~~mg plan and recorded plat: Dedication of a l:f':TIl:lfilVl" interest in the preservation of n welfare, . protection of buffer may not be cut;,nT1llnp'l'1 writing from the King successor agency, unless ani:J-.b'ufl[etitoJb'levs to the public a beneficia] This 'interest inc1udes the public health, safety and tma1Illelrrarlce of slope stabiJity, and present and future owners ve-·aJJ~.<t.".:l1n(l,lnlJ trees and other vegetation the tract/sensitive area and dam~ged without approval in "' ..... ,~J;'''t Environmental Services or its The common boundary between the tract/sensitive area and buffer and the area of development activity must be marked or otherwise flagged to the satisfaction of King County prior to any clearing, grading, building construction or other development activity on a lot subject to the sensitive area tract/sensitive area and buffer. the required marking or flagging shall remain in place until an development proposal ~ctivitjes in the vicinity of the sensitive area are completed. No building foundations are aI10wed beyond the required] 5-fool quilding setback line, unless otherwise provided by law. RentonRequirtlment: The applicant shall comply with the condition as written. Reference should be to the Renton Development Services Division in place of DDES and King County. 16. The proposed subdivision shall comply with the sensitive area requirements as outlined in KCC 21A.24. Permanent survey marking and signs as specified in KCC 21.A.24.160 sha)) a]so be addressed prior to final plat approval. Temporary marking of sensitive areas and their buffers (e.g. with bright orange construction fencing) shall be placed on the site and shaH remain in place until ali construction activities are completed. . . . stone ridge final pial leller.doc\ I ·0 I I I I I I I (. I ~o) I I I I I I I ( . ) I ',,: r"~ I Renton Requirement: Theapplic~nt shall comply with the c~ndition as written. 17 .. Preliminary plat review has identified the foJ]owing issues which apply to this project. AlJ other . . applicable requirements for sensitive areas shan also be addressed by the applicant. a) Wetland B (in Tract B) shal1 have a 25~foot native growth buffer, as measured from the . wetland edge. Wetland A (extending from the north boundary of the site to ,the north boundary of the Road A right-of.:way) shan have'a 50-foot native growth buffer, as measured from the wetland edge, to the extent such buffers fans within the subject property. These wetlands and tlieir required buffers sha11 be pJaced in Sensitive Area Tracts in the subject plat. b) The streams crossing Tracts A and C shaJl have a 50-foot buffer measured from each side of the stream cbannd, t~ the extent such buffers fa)) within the subject plat. These buffers are not required where proposed road right-of-way iii the subject plat crosses a stream channel. c) A 15 .. :foot building setback line (BSBL) shaH be established on the final piat from the edge of the sensitive areas tracts.. The BSBL shan be delineated on all affected lots and tracts. eJ) Buffer averaging may be al.\j~I~df!Jmrs\l~1)f total amount of buffer determined by the proposed, a buffer by. LUSD. LUSD ma'M.eOUJJre applicant to assure ~oy._ncv and 21A24.360, provided the protection is achieved, as . If buffer averaging is \WliJ"a{)tJJ.llcalnt for review and approvaJ financial guarantee by the nl"nt:t,/f'oe for a five year period. e) crossing shaH comply with the provisi of wetland area and stream affected by feasible through the use of retaining mitigation plan shan be submitted by the from the wetland/stream crossing. LUSD may financial guarantee by the appJicant to assure the i for a five-year period. f) Thestonnwater outfan fa~j]ity'f~i:l~'§~~~~t~~\ po~ds in Tract H shaH not be placed in wetland or steam buffers, unless determined necessary by LUSD, pursuant to provisions of KCC 21A24.330H4. g) The applicant shan delineate alJ erosion hazard areas on the site on the final engineering plans. (Erosion hazard areas are defined in KCC 21A06.415.) The delineation of such areas shan be approved by an LUSD senior geologist. The requirements found in KCC 21A24.220 concerning erosion hazard areas shan be met, inc1uding seasonal restrictions on c1earing activities. Renton Requirement: The applicant shaH comply with the condition as written. Reference should be to th8Renton Development Services Division-in pJace of DDES, LUSDand King, County. ] 8. Suitable o~-site recreation space shaH be provided consistent with the requirements of KCC 21A.14.180 and KCC 21A.14.190 (i.e. sports courts, children's play equipment, picnic tables. benches, etc.). The amount of recreation area shaI1 equal or exceed 390 square feet per Jot, as required by KCC 21A14.l80A. . stone ridge final plalletter.doc\ I. I 1 I I I I 10 I 1 I I I I I ... a) An overal1 conceptual recreation 'space plan 'shil1lbe submitted for review and approval by LUSD, with the submittal of the engineering plans~ The conceptual recreation plan shan. inc1ude . location, area ca1culatjons~ dimensions' and general improvements. The approved engineering plans shall be consistent with the conceptual plan. - b) A detailed recreation space plan (i.e. landscape specifications, equipment-specifications, etc.) consistent with the overall conceptual plan noted'in Item "a" above, shan be submitted for review and approval by LUSD and King County Parks, prior to or concurrenl1y with the submittal of the final plat documents. , c) A performance bond for ·recreation space improvements to assure their installation and the survival of required .planting for a three-year period, shaH be posted prior to recording of the plat. . . Renton Reguirement: The applicant shan comply with the condition as written. The applicant-shan obtain approval .of the Development Services Division of the detailed recreational facilities plan before final plat approval wilJ be granted. "-~~~!Io.,~ 19 .. A homeowners' association or oJlrer .. W'(>tk,a51rt n'ro".n"'''lJIOmIYJlI,jJ ·ofLUSD which provides space areas. Renton Requirement: Development Services ·landscapjng. and. sensi maintenance of the nr."n,.O't> ~.;;..,,,.'" ...... 20. Street trees shall be ."''','nr ...... subject plat. The street .firp:I~·I':Iin the following: ~ov.meiJ~~~~~C~~I~I~tjmum· IDi~mk:n:aDlc{! of the recreation and open to the satisfaction of facilities. and associated be responsible for the JmlOf9lye:meIUs within and adjacent to the ion 5.03 of the KCRS and .f' " 'l.~.,. ;~~::., '~. y • a) Trees shan be planted;ial.e: r~.te ol~~)rie . feet of frontage. Spacing may be modified to accommodate S'l1gh.t~sta}li:e reqlm~~..w[lti'i1s for driveways and intersections .. '~.t~.~,t":'r."~t:1i: " b) Trees shaH be located within the street right-of-way and planted in accordance with Drawing No. 5-009 of the 1993 King County Road Standards, unless LUSD determines that trees should not be located in the street right-of-way. c) If LUSD determines that the required street should not be located within the right-of-way, they shan be located no more than 20 feet from the street right-of-way line. d) The trees shall be owned and maintained by the abutting lot owners' or the homeowners' association or other workable organization unless the County has adopted a maintenance program. This shall be noted on the face of the final recorded plat. e) The species of trees shan be approved by LUSD if located within the right-of-way, and shall not include poplar. cottonwood, soft maples, gum, any fruit-bearing trees. or any other tree or shrub whose roots are likely to obstruct sanitary or stonn sewers, or that is not compl)tible with overhead utility Jines. f) The applic~nt shall submit a street tree plan and bond quantity sheet for review and . approval by LUSD prior to engineering plan approval. slone ridge fiDal pial leller,doc\ I '· . I' a I ,-, I I I I I I , ....... 10 I I I I I I I { ) I '.~:~' I . . -. . . . g) The applicant shan contact Metro Service 'Planning at (206) 684-1622 to deterniine if 148th Avenue SE is on a bus route. If 148tb Avenue SE is a. bus route, the street tree pian shaH also be reviewed by Metro. h) The street trees must be instal1ed and inspected, ora performance bond posted prior to recording of the plat. If a performance bond is posted, the street trees mllst be instal1ed and inspeded within one year of recording of the plat. At the time of inspection, if the trees are found to. be instaned per. the approved plan, a maintenance bond must be submitted or the performance bond replaced ,with a maintenance bond, and' held, for one year. After one year, the maintenance bond may be released after DDES has completed a second inspection and determined that the trees have been kept healthy and thriving. A, $538 landscape inspecti~n . fee shaH' a) so be submitted' prior 10 plat recording, The inspection fee is subject to change based on the cUlTent County fees. Renton Requirement: The appljcant shaH c<?mply with the condition as written. Reference should be to the Renton Development Services Division in.. lace of DDES. There is no separate landscape inspection fee within the City of R. ento. . ~e7.t tre . h:~.l bee j irn. eluded as part of the construction permit, with appr~Priate plans, fe~, .', :i'rCl1!~ __ , ~,!'~ " '. • 21) DocumentatIOn shaH ~1~~~~}n)n11l1icensea"lan.I~~eyo 0 demonstrate that a11 requIred . wrung setbacks are mele,;~::g residences or ;;b(~~J hat are re.ained on .he site. Rent~~ Reguirement: Tie .appHcf.tnt ~1. he 0f,nditiOll .. as writt~? The following cond,JtJoJis have been es blimedl as . ec~sa to nnhgate the adverse environmental impacts of .' is~Y<iJ shan den;mns' ate compliance with these items prior to final plat apPl?va1. \. . ,: J : !~ .• ; \ :r~:."y.~$" . : . '. .:.~ .'~ " ~.f: 22) Eastbound a~d westbou~J~tt;;i';F. ,~~nes shall ~ const~C'~\b:Y'rtli' applicant on SR 900, at the' SR 9QOI148 Avenue SE:Wt<'1,~cqoJ:i".,rhe deSIgn (orth~,)nt.s:r~$ttJOn shan be approved by the Washington State DepartmJQfot;.fr'",n~PQf.~a1iort('WS"p':9T):\ At1"'minimum, the existing entering ',f;'. " . "<"" ... , ",'. of.'" ,-I/'--. sight distance for the north' '~.~. -soutr ";l~,&sof~Jthe'-;int,~J!S'€ction must be maintained, An construction work associated wit}{W:ifQ,,liinec%nstrutljQP5sltaH be completed between April ]'1 and September 30th• The seasonal restriction~lnflf1tp1iearo~ the final engineering plans. Renton Requirement: The applicant shaH comply with the condition as written. 23) The east leg 'of the SR 9001148tb Avenue SEintersection shaH be modified, as necess~ry, so that the stopping sight distance requirements of WSDOT are met on the east leg of the intersection. (Note that per the applicant's engineer, this can be achieved by the clearing of vegetation along SR 900.) In addition, the applicant shan dear vegetation within the right-of-way along SR 900, east of 148tb Avenue SE, to maxiffiize the entering sight distance for the north and south legs of the intersection. . , 'Rel1tonRequirement: TheappJicant shan comply with the condition aswrilten, 24) A tree containing a red-tailed hawk nest is located on a parcel adjoining the north boundary of the site. Tract K in the subject plat. as depicted on the preliminary plat map received 10/900 (sheet 1 of 3), lies south of this nest tree. This tract shall be labeled as a native growth open space tract on the final plat and engineering plans. This tract shaH remain as undeveloped open space unless it ,is documented by the property owner, to the ,satisfaction of King County, that the nest is no longer used by red-tailed hawks, (i.e. abandoned for at least five years). If it is demonstrated that the slone ridge final pJalleller,doc\ I. .. . ....... , . . . 10 I I I I I I I 10 I I I I I I I . ,l) I nest hasbeenaba~dohed, the tract may be developed through the approval of a future plat application, shor1j:)]atappJication, or plat alteration application. ]f Track K is subdivided, the· number of lots created in this tract shaH be consistent with the zoning and overa1l permitted density for the entire plat of ,Stone :Ridge. A note implementing the preceding requir~ments shan appear on the final plat and engineering plans. Renton Requirement: The appHcant shall comply with the condition as written. 25)Accept as provided below, outdoor construction activities on the subject property on any area . lying within a radius of 650 feet from the nest shaH be prohibited from February Ilhrough July 31. For a specific development perrillt, this seasonal limitation may· be waived by King County if . it can be shown to the satisfaction of the County that the nest is not being used by hawks. Any waiver wil1 last for one nesting season and must be renewed for subsequent nesting seasons. For any season in which nesting activity occurs, the July 31 seasonal limitation termination date may be adjusted by the County, based on determination that the hatchlings have already fledged and the period of. disturbance risk has passed. Any wa~ver or shortening of the seasonal limitation shan conform with Condition 5 below (n report), Anote implementing the preceding requirement shan appear on the Renton Reguirement: 26) For any nesting limitation as provided ·wildlife biologist . monitoring the nest have been laid and hatth{~Wa engineering plans. orO'D01;e'(t.a n/.tOlt".ipr,~n. .. shortening of the seasonal formulated by a qualified h" ... ~I-f,"h ... " .. ·u 1, describing protocols for dentification whether eggs 'm.'J"nrlift-o''''''ed shortening or waiver subject to the approval of on the final plat and Renton Requirement: The a~p}~;'an,f!~ha)i'·~~mp!'Y:"w'llh.t~;e ~J)JdJ.t1t~ as written. Reference should be to the Renton Development Servr<;~.$ D'ivj~iofl;jI1 plact~ of bp~~: . "'\;~r\~\.~", ~'.,. -~ !.: '1:1..;:': .... ::; •• " 27) A six-foot high cedar fence shaH be co'i'ittftiCfei(l:)J)' the south boundary of Tract K, adjacent to Lots 26 -34 and Tracts Hand N. The purpose of this fence is to limit access to Tract K by the adjoining residence and to Jessen impacts on nesting red-taiJed hawks. Renton Reguirement: The applicant shaH compJy with the condition as written. 28) To mitigate the significant adverse impact the plat of Stone Ridge has on the intersection of SR 9001l481h A venue SE, the applicant shaH either individual1y or in conjunction with other developments in the area, instaJJ a traffic signal. The signal design shaH be reviewed and approved by WSDOT and an appropriate financial guarantee ShaH be posted prior to engineering plan approval. Renton Requirement: The applicant shall comply with the condition as written. 29) An grading work in designated erosion hazard areas on the site shall be completed consistent with the seasonal restrictions appearing in KCC 16.82.1S0D (see condition 17g above.) A note to this effect shaH appear on the engineering plans. Renton Requirement: The applicant shaH comply with the condition as written. slone ridge final pialleller.doc\ I, .... -.. >,~~ ... ~ 10 I - I I I I I I I I I I I I Construction plans for the grading, drainage, sewer and street improvements for. the preliminary plat . are required and would be reviewed by the City of Renton's Development Services Division. A separate plan submittal for the water mains wj]] be required from Water District 90; Plan submittals are also required for a11 franchise work, induding electrical, gas, phone and cab1e. An work for the preliminary plat wil1 require a permit from the City, and wi1J be inspected by a Renton inspector. Permit fees will be per City of Renton Code, and indude System Development Charges for sewer and drainage for the new plat. A preconstruction meeting wi1l be required before work can begin on the . project. . As-built drawings, cost data inventory sheets, and bills-of-sale for aU the public improvements must be submitted to the City for review and approval prior to recording of the final plat. The plat map itself inustaJso be reviewed and approved by the City prior to recording. The plat map can be submitted for preliminary review at any tIme to expedite the :final 'plat approval process. Submittal of an itemized list explaining how each of the Hearing Examiner conditions have been met will a] so help expedite the final plat approval process. There are several people with the City who can h~1 you with this process. Juliana Sitthidet (425- 430-7278) is the City project manage . l,Jla ~ view of this project, and can address questIons rdated to the public wo' ]~s~for . e plat. Dan mpson (206-999-1828) wiJl be the public works inspector for !his . .~:t~ q~.es~~,2....§~'1!l"he ~t~P1i'ua requiremen.ts fo~ the fin~l plat can best be ans~ered by JUh_~. ;1',w. Jas~n}9f'Oan (425-43~7.~l~!. Th .mal plat map WI)) be rev]{~wed by Bob MacOme (425-430-1!·oe)··· .:l. ·'\,.'~t>\ ~. I hope this letter answers :§'our >\;~~tiOri~i S )p; a~pTt al of the final plat for the Stone Ridge Plat. We loo~ro~rdtto . r<t t.aT tOmpletion of this project. .... 't i'!<i ::)~ fot0f~, "~". ,,$ ~ t~ Jennifer Henning Principal Planner Development Services Division cc: Neil Watts Juliana Sitthidel Jason Jordan Kayren Kittrick Bob MacOnie stone ridge final pIal letter.doc\ )! .f~.: ~ .• .' ~.~ : I 10 I I I I I I I ('" I ,~) I I I I I I I i .-\,~) I" I 3.0 OFF-SITE ANALYSIS I ·0 I I I I I- I I I (-.J I I I I I I I ( ) • \-f I LEVEL 1 . OFF-SITE DRAINAGE ANALYSIS Proposed Plat of Stoneridge 148th Avenue S.E. North of SR-900 King County, Washington Prepared for: KBS III, LLC 12320 N.E. 8th Street, Suite 100 Bellevue, WA 98005 March 12, 2004 Our Job No. 11189 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425) 251-8782 FAX BRANCH OFFICES • OLYMPIA, WA • TEMECULA, CA • WALNUT CREEK, CA www.barghausen.com I :0 TASK 1 Table of Contents STUDY AREA DEFINITION AND MAPS I EXHIBIT A Vicinity Map EXHIBIT B Downstream Drainage Map I, EXHIBIT C Upstream Basin Map TASK 2 RESOURCE REVIEW I EXHIBIT D FEMA Map EXHIBIT E Sensitive Areas Folios I EXHIBIT F SCS Soils Map EXHIBIT G Assessor's Map I EXHIBIT H Wedand Inventory Map I' TASK3 FIELD INSPECTION EXHIBIT I Off-Site Analysis Drainage System Table Ie) TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS I EXHIBIT J Drainage Complaints TASK 5 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS I I I I I I ( ) I \'0-..11',<1 I 11189.003.doc (JPJ/dm) I ·0 I '.-' -I I I: I I I; 10 I II I I' I I : (-) I TASKl- STUDY AREA DEFINITION AND MAPS I I I I 10 I, '. It) I~ TASKl STUDY AREA DEFINITION AND MAPS The proposed Stoneridge Plat is approximately 16.19 acres in size counting all the improvements to SR-900 and 148th Avenue S.E., including the entire site to be developed. The project is located within a portion of Section 3, Township 23 North, Range 5 East, Willamette Meridian, King County, Washington. More specifically, the site is located on the westside of 148th Avenue S.E. north of SR-900 and covers the existing S.E. 107th Place roadway serving existing lots. The enclosed Exhibit A -Vicinity Map depicts the approximate location of the. proposed site. The existing topography of the site is such that there are slopes .ranging from 2 percent up to 30 percent draining in a northerly direction for the most part, with upstream basins contributing runoff from the east, south, and west. The southeast portion of the project site is currently partially developed with existing single-family residences and buildings with drive aisles, landscaping, and associated improvements at that location. The remainder of the site is mostly forested or pasture with thick brush, which will be cleared with this development. The proposal for this development is to construct58 lots with appropriate streets, sidewalks, stormwater collection and conveyance facilities, as well as a wet/detention pond sized for Level 3 Flow Control in the north-central portion of the project site. Access to the site will be off of 148th Avenue S.E: There are two seasonal streams contributing runoff to the project site, one from th¥ south and one from the east from underneath 148th A venue S.E. These streams join up to become Green Creek, which is a tributary' to May Creek and this project site drains to Green Creek. The two seasonal streams drain through wetland areas that will be preserved with the development of this project site. UPSTREAM DRAINAGE ANALYSIS Based on the USGS Quad Map, our site visit, and knowledge of the property, there are two seasonal streams that have runoff contributing from upstream flowing through the site. These upstream basins consist of welJ over 100 acres of partially developed land. There are also existing wetlands in the upstream basin as well as pasture and forested areas. The impervious surface in the upstream basin is approximately 3 to 5 percent. I 1 1 89.003.doc {JPJ/dm] I '0 1-·- I I I I I I Ie) I I I I- I I I ~( ) I ':.~,/ I EXHIBIT A Vicinity Map I ·0 ,--- I I' I I I I o I '-.. I~ I I I, '1 I I l ) .r~ 1'-\ i '-'" I SOURCE: THE THOMAS GUIDE (USED BY PERMISSION) VICINITY MAP NORTH I 'I' ,"" '" 1 ,,' , ",0" "I, "":':;~ , , I I'"' , i ., ." '"', . " ',".: ' ,,~ '.' , , , EXHIBITB DOwDstream'Drainage Map' ' "'. ", 'J .:' . • . - ~ -~.--.. -\ . -~.-. ~~ t? • • • .. .,. • 1 • I 10 ,_;;7 I I I I I I I Ie) I I I I I I I t 1 I'~/ I EXHIBITC Upstream Basin Map \. -.---- • r I •• j • ".-. I ·0 I " I I I I I I 10 I I I I I I I I 0) I TASK 2 RESOURCE REVIEW I '0 1---- I 1 I 1 I I 10 I I I I I I I TASK 2 RESOURCE REVIEW • Adopted Basin Plans: The site is part of the May Creek Basin. • Finalized Drainage Studies: This is not applicable. • • • • • Basin Reconnaissance Summary Report: Once again, the site is located in the May Creek Basin. It is not known if a Basin Reconnaissance Summary Report has been prepared for this basin as of the writing of this report; however, we do not have a copy on file in our office. Critical Drainage Area Maps: The City of Renton and King County have already indicated that Basic Water Quality and Level 3 Flow Control will be the means of water quality treatment and· detention proposed for this development. Floodplain and Floodway FEMA Maps: Please see the enclosed Exhibit D -FEMA Map utilized for this analysis, Panel No. 669 of 1,725, Map No. 53033C0669 F, revised May 16, 1995. As indicated by this map, the proposed project site does not lie within a floodplain or a flood way of a stream; however, it is known that two seasonal streams pass through the site, which will be conveyed through the site under developed conditions as well. They are much lower in elevation that the proposed lot elevations by over 10 feet. Other Off-Site Analysis Reports: A review of the United States Department of Agriculture Soils Conservation Service Map was performed with this analysis. Sensitive Areas Folios: Based on our review of the King County Sensitive Areas Map Folios, it was found the subject site has a Class III stream passing through it and the areas contributing to it are mapped wetlands as well as the downstream drainage course from the project site. In addition, there are known wetlands located within the seasonal stream locations on site. Those are the only known sensitive areas as indicated by the Sensitive Areas Map Folios. • Road Drainage Problems: This is not applicable. • • • United States Department of Agriculture King County Soils Survey: Jjased on the soils survey for this portion of King County, the entire downstream drainage course and the entire site occurs through Alderwood type soils until entering May Creek where the soils are a Ragnar-Indianola Association. Wetland Inventory Map: The Wetland Inventory Map for this area is included herewith. See the exhibit within this section of the report indicating May Creek Wetland 6, which is located on the south side of SR-900, of which drainage from this wetland contributes to the project site. Migrating River Studies: This is not applicable. 11189.0OJ.doc [JPJ/dm] I ·0 I I I I I I I EXHIBITD I (j FEMAMap I I I I I I I () 1'- I I '0 I ' .. I I I I I I Ic) I I I I I I I .(J I . . To determine if flood insurance is available. contact an insurance agent or call the National Flood Insurance Program at ~BOOI638-6620. APPRPXIMATE SCALE IN FEET 500 0 500 E3E3E3 I NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP KING COUNTY, 111111111111111111 WASHINGTON AND INCORPORATED AREAS PANEL 669 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTEDI CONTAINS: COMMUNITY KING COUNTY. UNINCORPORATED AREAS 630071 0669 F REIIITDN. CITY OF. 630088 0669 F MAP NUMBER 53033C0669 F MAP REVISED: MAY 16,1995 Federal Emergency Management Agency . . I w :3/ I NE • 20TH ~ PLACE 3 CHELAN ~ AVENUE- NE NE 18TH CITY OF RENTON 530088 I I I I ----i STREET ~~:"'""'::J'CITY OF RENTON KING COUNTY IC) I I I I I SOUTHEAST 112TH CORPORATE LIMITS ZONE I X>-Z I-g Z Z :J UJ 8 a: u.. (!) 0 z Q~ U ~_--KING COUNTY -I UNINCOlU'ORA TED AREAS I S3OO1I ~ U 10 STREET FEMA MAP ~ ~ ::J w I-lri o a.. CI: o u SE 105TH STREET t; w SE 104TH ~ SITE ZONE X 14TTH '2't\'1 PLACE AVENUE Sf. "~-r--=-'"'\ SE ~ 'lJ, Sf ~ ~~--__ ~~~ __ ~1~13~n W w r ~~ . ~ Sf 114TH « Pl~Cf ,);-. ... i i -'---- NORTH I '0 I .. I I I I I I I (_J I I I I I I I ( ) I '-~ I EXHIBITE Sensitive Areas Folios I 10-- I' I I I I I I I .-r"'. ( ) '''.", ...... <11'' I I I I I I I '~ti4v ( I ~ I ,J '! f ~ n i \ .. , .... / COAL MINE HAZARD AREAS I SOURCE: 1990 KING COUNTY SENSITIVE AREAS FOLIO 112 o MilE NORTH I I .... F). , t .1 0 •• _' •• I I I' I I I I t"~ .. ~.) I I I I .. I I ,. . ,#,""Q • . ()r1~' " I \~ \ i . SEISMIC HAZARD A.REAS .... "t.,_,~ ·1. . . SOURCE: .1990 KING COUNTY SENSITIVE AREAS FOLIo.. . 1/2 . .. ~: -. ' ' .' o ' 1 J. MiLE ....•.. ~ .... . . ~ . NORTH· I I -. o I I I I I I I 10 I, I I I I I 1/2 0 MILE LANDSLIDE HAZARD AREAS NORTH SOURCE: 1990 KING COUNTY SENSITIVE AREAS FOLIO I '0 I -- I I I I I I 10 ·1 I I I I I IC) I I 112 o MILE EROSION HAZARD AREAS NORTH SOURCE: 1990 KING COUNTY SENSITIVE AREAS FOLIO I In 1'-- I I I I I I 10 ,I, I I I I~ I I .0 I 112 o MILE STREAMS AND FLOOD HAZARD AREAS NORTH SOURCE: 1990 KING COUNTY SENSITIVE AREAS FOLIO I In I; " 'I I.- I I I 'I I C) I I' I ,I I I I .0 I, 1/2 o MILE WETLANDS NORTH SOURCE: 1990 KING COUNTI' SENSITIVE AREAS FOLIO I I 0' ~ I ". I ,I, I, I I I I 10 I I I I I I I " u I I EXHmITF SCS Soils Map I I(j) I ~-. I I I I I I 10 I I I. I I I I C) ~6tMv~ I .~. ~i I .... .,;;; SOILS MAP NORTH I 10 '-._.- I I I I I I I Ie) I I I· I~ , , I! 1 I ./ GUIDE TO MAPPING UNITS For a full description of a mapping unit, read both the description of the mapping unit and that of the soil series to which the mapping unit belongs. See table 6, page 70, for descriptions of woodland groups. Other information is given in .tables as. follows: Acreage and extent, table 1, page 9. Engineering uses of the soils, tables 2 and 3, pages 36 through 55. TawIl -and:country planning, table 4, page 57. Recreational uses, table 5, page 64. Estimated yields, table 7, page 79. Capability unit Woodland group Map syllbol Mapping unit Described on page Symbol Page Synbol 3d2 3dl 3dl 2dl 3d2 3<12 3f3 3d2 3dl 3dl 3w2 3wl 4wl AgB Age AgD AkF ArnB ArnC An BeC BeD BeF Bll Br Bu Cb Ea Ed EvB EvC EvD lWC InA InC InD .. KpB KpC KpD KsC Ma NeC Ng Nk No Or Os OVC OvD OvF Pc Pk Pu /i'y RaC RaD RdC .' RdE Alde:n.rood gravelly sandy loam, 0 to 6 percent slopes---·------- Alde:n.rood gravelly sandy loam, 6 to IS percent slopes--------- Alde:n.rood gravelly sandy loam, 15 to 30 percent slopes-----~ Alde:n.rood and Kitsap soils, very steep------------------------ Arents, Alde:n.rood material, 0 to 6 percent slopes 1/---------- Arents, Al derwood' material, 6 to 15 percent slopes-l/--------- Arents Everett material l/------------------------~---------Beausi~egravelly sandy loam, 6 to IS pettent slopes---------- Beausite gravelly sandy loam, IS to 30 percent slopes--------- Beausite grave lly sandy loam, 40 to 75 percent slopes--------- Bellingham silt loam------------------~----------------~------ Briscot silt loam--------------------------------------------- Buckley silt loam----~--------------------------------------- Coastal beaches----------------------------------------------- Earlmont silt loam-------------------------------------------- Edgewick fine sandy loam--------------~------~--------------- E'verett gravelly sandy loam, 0 to 5 percent slopes------------ Everett gravelly sandy loam, 5 to IS percent slopes----------- Everett gravelly sandy loam, IS to 30 percent slopes---------- 'Everett-Alde:n.rood gravelly sandy loarns, 6 to IS percent slopes------------------------------------------------------ Indianola loamy fine sand, 0 to 4 percent slopes-------------- Indianola loamy fine sand, 4 to IS percent slopes------------- Indianola loamy fine sand,. IS to 30 percent slopes------------ Kitsap silt loam, 2 to 8 percent slopes----------------------- Kitsap silt loam, 8 to 15 percent slopes---------------------- Kitsap silt loam, 15 to 30 percent slopes--------------------- Klaus gravelly loamy sand, 6 to IS percent slopes------------- Mixed alluvial land------------------------------------------- Neilton very gravelly loamy sand, 2 to IS percent slopes------ Newberg silt loam----------------------------------------~-~-- Nooksack silt loam-------------------------------------------- Norma sandy loam---------------------------------------------- Orcas peat---------------------------------------------------- Oridia silt loam---------------------------------------------- Ovall gravelly loam, 0 to 15 percent slopes------------------- Ovall gravelly loam,' 15 to 25 percent slopes------------------ Ovall gravelly 10!ID, 40 to 75 percent slopes------------------ Pilchuck loamy fine sand------------------------------,-------- Pilchuck fine sandy loam-------------------------------------- Puget silty clay loam----------------------------------------- Puyallup fine sandy loam------~------------------------------ Ragnat fine sandy loam, 6 to 15 percent slopes---------------- Ragnar fine sandy loam, IS to 25 percent slopes--------------- Ragnar-Indiano1 a association, sloping: 1/---------------------- Ragnar soil-----------------------~-------~------------- Indianola soil------------------------------------'------- Ragnar-Indianola association, moderately steep: 1/------------ Ragnar soil----------------------_---------~------------ Indianola s01l-'------------------------------------------ 10 8 10 10 10 10 11 11 12 12 12 13 13 14 14 15 15 16 16 16 17 16 17 17 18 18 18 18 19 19 20 20 21 21 22 23 23 23 23 24 24 25 26 26 26 IVe-2 IVe-2 VIe-2 VIIe-l IVe-2 'IVe-2 IVs-l IVe-2 VIe-2: VIle-l Ulw-2 IIw-2 IIIw-2 VlIIw-l IIw-2 II Iw-l IVs-l VIs-l Vle-l VIs-l IVs-2 IVs-2 Vle-l IIIe-l IVe-l VIe-2 VIs-l VIw-2 VIs-l IIw-l. IIw-1 IIIw-3 VIIIw-1 IIw-2 IVe-2 VIe-2 VIIe-l VIw-l IVw-1 IIIw-2 I1w-1 IVe-3 Vle-2 IVe-3 IVs-2 Vle-2 Vle-l 76 76 78 78 76 76 77 76 78 78 76 75 76 78 75 7S 77 78 77 78 77 77 76 75 76 78 78 78 78 74 74 76 78 75 76 78 78 78 76 76 74 77 78 77 77 78 77 3w2 201 3f3 3fS 3f2 3f3 4s3 453 452. 2d2 ,d2 2d1 3fl 201 3f3 201 201 . 3w2 3w1 3dl 3dl 3dl 251 2sl 3w2 201 4s1 4sl 4sl 4s3 4s1 4s2 U. 8. GOVERNMENT .PRlNTlNG OFFICE: tD7S 0 • 468-266 I GUIDE TO MAPPING UNITS--Continued Woodland Described Capability unit group on .page· Symbol·· Page symboi 26 IIIw-1 75 3wl 27 VIIlw-l 78 27 IIw-l 74 :201 I O~oi Mapping Unit I ReRh Renton silt Ioam----------------------------------------~-~- Ri veIWash--·-------------------------------,------------------ Sa Salal silt loam------.--------------------------------------- Sh Sammamish silt loam~----------------------------------------27 IIw-2 75 3wl 28 IIw-3 7S 29 IIw-3 75 29 IIw-l 74 201 Sk Seat tl e muck -----------------------------------------.~------ Sm Shalcar. muck---------------.---------------------------------- Sn Si silt loam-------------------------------------~----------I So Snohomish silt loam----------------------_------------------· 30 IIw-2 75 3w2 31 IIw-2 75 3w2 31 IIw-l 74 3wl 32 IIw-3 7S Sr Snohomish silt loam, thick surface variant-------------~---- Su Sultan silt ·loam-------------------------------------------- Tu Tukwi la muck------.-------------------------~.:. ---------------I Ur Urban land-------------------·------------------------------33 -------- I Wo Woodinville silt loam-------------------------------~-------33 IIw-2 75 3w2 1/ I The composition of these mits is more variable than that. of the others in the Area, but it has been controlled well enough to interpret for the expected use of the soils. I I 10 I I I I I I \ I I ( ) ' ..• ,~ ........ ' I I ·0 ." I I I I I I I (~') I I I I I I I ( y I ~ .. -' I EXHIBITG Assessor's Map I I 0 I I I I I '" " . .~.l "" 14.~~ ..... ~ IS?' ~ '16.". ~) \ ' l ...... / KCSP 486017- LOT 3 --. tr~ ifZ<p~ Z&-a.,a . ~ ~J:I.H N II "~S)l ______ ~.9.i!.S~t S-ITE ASSESSOR'S MAP \ ~\ ,-1,11<. @ " ~ \:: <d-to N ... aN 0 -... '" !.. z \C) , to C\J I C\J 3: (f) NORTH I I I~:-) I I I I I I I C:J I I I I I I I . ( " I~) I \ EXHIBITH Wetland Inventory Map I I I I I I I 10 I I I I I I ,1 Photo Date: 5-80 WETLAND: May Creek 6 LDCATlDN: SW Sf 3-23-5 INVENTDRY DATE: 7-20-81 ACREAGE: J.8 CLASSIFICATION: PSSl PFOl Fish and Wildlife Service Palustrine, Scrub-Shrub, Broad- leaved Deciduous (Willow) Palustrine, forested, Broad- leaved Deciduous (Red Alder) North COMMUNITY PLAN AREA: BASIN DR DRAINAGE: Approx. Scale: 1" = 500 ' Newcastle Cedar River Common Name Scrub-Shrub Forested Wetland NOTE: The wetland edge shown above Is approximate. In marshes, ponds or lakes, the transition from standing water to uplands 15 usually clear. However, the edges of forested or scrub/shrub wetlands are less distinct. There, the change from wetland to upland otten occurs over a broad area called the "transition zone". For, a discussion, see Wetland Plants of King County and the Puget Sound Law'2I .. "" 3n.rf "nulriAl'ruu~ , ...... "I .... r ............ ,., ....... _ ..... ,. I May Creek. 6 I _OBSERVED SPECIES:' (refer to list in Appendix 1) O Trees: AM I AR; ... Herbs: LA, . os I . S,",",bs: AC, CS, Sedges/Rushes/Grass/Fern: . I I I I I Birds: AR, sr, Mammals: Fish: Other: RARE/ENDANGERED/THREATENED SPECIES: (refer to list in Appendix 2) Recorded/Observed: Potential: S.IGNIFICANT HABITAT FEATURES: OUTLET: Type: Condition: Outflow enten: POTENTIAL STORAGE: Existing Active: Potential Active: Pipe Open Stream 4 ac. ft. 8 ac. ft. I GENERAL OBSERVATJONS: Northeast corner filled some' time ago. Head waters of Honey CEeek. I QTLAND EVALUATION SUMMARY: I I I I I I Data was collected in the five categories shown below. Within each category the data was evaluated to produce numerical values. Composite values for each category were produced In order to compare each wetlanc:i to other wetlands in its sub-basin and in King County. The result of that comparison was a percentile rank. The percentile is expressed on a scale of one hundred and indicates tha percent of. wetlands that scored equal to or below that particular site. For example, a percentile renk of 80 under sub-basin means that the wetland scored equal to or better than 80 percent of all sites within the sub-basin for that evaluation category. NOTE: The percentile ranks are valid only.within the Individual evaluation category and are intended solely for reference and comparison. Evaluation Category Hydrology: runoff storage potential, water quality, potential for minimizing damage in downstream areas Biology: quality of habitat, abundance and diversity of plant and animal species Visual: Cultural: Economic: diversity and contrest of wetland and surrounding vegetation, surrounding landforms types of access, proximity to schools/institutions, overall environmental quality presence of agriculture/peat extraction, anadromous or game fish, game birds or mammals of commercial value WETLAND RATING: Rank (by percentile) Sub-basin County-wide 64 82 21 25 35 34 50 56 35 25 I ):;.ach wetland was assigned one of three possible wetland ratings. The wetland ratings were determined by examining the scores of selected Q torv tasks, specific data or percentile ranks for individual evaluation categories. The criteria used to assign tha wetland ratings are lbed in the Introduction. For each rating a number of specific guidelines tor new development In or adjacent to wetlands were prepared. I e guidelines ere intended to assist in carrying out King County's Sensitive Areas Ordinance and other wetland policies. They ara h;cluded in a separate report titled "Guidelines for King County Wetlands". Wetland Rating~ 2 I ) I I .0 I I I 1 I 1 10 I· I I I I I I, .u I TASK 3 FIELD INSPECTION I ·0 I ~7 I I I I I I 10 I I I I I I I ~ .{J I EXHIBIT I Off-Site Analysis Drainage System Table - ---~...-......... , c Basin: May Creek ---------.--- OFF-SITE ANALYSIS D~AGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 ---~ \J Subbasin Name: Green Creek Subbasin Number: Constrictions. under capacity. ponding. Type: sheet flow, swale. stream, ovenopping. flooding. habitat or organism channel, pipe. pond; size. Drainage basin. vegetation, cover, destruction, scouring, bank sloughing, Tributary area. likelihood of problem, diameter, surface area depth, type of sensitive area, volume % Ft. sedimentation, incision, other erosion overflow pathways. potential impacts <D I Vegetated channel Wetland through backyards 5 0'-575' None Noted I None Noted Area is fenced off, couldn't get a good look. (Z) 130-inch CMP I Under S.E. l04th Street, flows 2 575' -600' NoneNoted I None Noted I north @ I Channel J Through backyards 1.5 600' -2300' None Noted None Noted @ 14.5-foot by 5-foot CMP IFlows north under 26th Street 0.5 2300' -2350' None Noted None Noted arch cuI vert ® IWell defmed channel IFlows into May Creek 1 12350' -2750' I None Noted 1-None Noted II I 89.004.doc [JPJ/dm] I ·0 .- I I I I I I 10 I I I I I I TASK 3 FIELD INSPECTION There were no major problems reported or observed during the resource review. Based on a review of the drainage complaints in the downstream drainage course, there was one property owner who has indicated that erosion is occurring on her property at several occurrences during major storm events in the last 15 years. In addition, that same property owner has indicated that flow rates contributing to the stream in her backyard are increasing as development occurs in the upstream basin. This property owner has written several letters to King County's various divisions including governmental offices requesting assistance with problems on her property. That is why Level 3 Flow Control is proposed for this development. Based on the drainage complaints and our site visit, it appears flooding has not been a major problem in the downstream drainage course from the subject property; however, Level 3 Flow Control will be provided. The upper 516 of the downstream course courses through mostly backyards and brushy areas, until runoff enters May Creek on the far north end of the section. Most of the downstream drainage course investigated by this site visit and a review of the Soils Map indicate that the downstream drainage course occurs through Alderwood soils for the most part and then Ragnar-Indianola .type soils near May Creek. The field reconnaissance for this off-site analysis drainage report was conducted on March 3, 2004. The skies were partly overcast and the high temperature on this day was approximately 50 degrees ... I I 189.003.doc [JPJ/dm] I I .0 I I 1 I 1 1 10 I I I I I I I .iU I TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS I ·0 1-- 1 1 I I I I I I 1 1 I I I I TASK 4 DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS Runoff leaves the site through the north-central portion of the project site and courses through backyard areas and vegetated swale consisting of wetland areas until coursing underneath S.E. 104th Street through a 3D-inch corrugated metal pipe culvert. Flows continue in a northerly direction for the most part passing through backyards in a well-defined channel until flows pass underneath 26th Street in the City of . Renton, flowing north through 4.5-foot by 5-foot CMP arch culvert.and then a little bit later the flow' courses into May Creek. ., . A review of the Exhibit J -Drainage Complaints shows there is a one property owner that is. very concerned about storm water runoff surrounding her home. Many complaints were addressed by her from adjacent property owners. In addition the upstream drainage basin, which contributes runoff to the seasonal stream passing through her backyard, is the downstream drainage course from the project site. This property owner is the only complainant on the downstream drainage course from the project site, but she was complaining of erosion during peak flows contributing to an ongoing problem in her backyard. That is why Level 3 Flow Control is being instituted with this development. Please refer to the drainage complaints for a complete description of the problems associated with the downstream drainage course. 1 1 1 89.003.doc [JPJ/dm] I ·0 I " I I I I I I I () I I I I I I I I ) I"~: I EXHIBIT J Drainage Complaints I 1 MAR. '3.2004 4:32PM KC WLRD NO.986 P.1/4 I .'. o I I I I I I I I I I I I I I King County Water and Land Resources (WLR) Division 201 S Jackson St, Suite 600 Seattle, WA 98104~3855 FAX FILE COpy Fax: <!MJ ~/-j1tl Phone: (I/~)) d§1 .. h d:d-} \ . . Date: Numb~ of pages including cover sheet: ~ From: Cindy Torkelson WLR Storm water SeryicBS Sqction Phone: aQQ) 296-1900 Fax Number: W§) 296 .. 0U!2· RE: Levell AnAlysis . To follow is a list of complaints receiveji by the ·Water and Land Resources Division Drainage Services Section. Complaint numbers beginning prior to 1990-XXXX have been archived and are no longer in our possession. They can still be retrieved; if necessary, b1:1twill take additional time and may not be . beneficial to your research due to their age, development whielJ. has occtured, etc. If you are interested in reviewing the actual complaints, they can be pulled (time permitting) for your review. Copies can be obtained for $ .15 per page. and $2.00 per page for plans. . J{eys: Tyne of Investigation C ActIoo Rcquost Bc\\' Business' for Clean Water CCF 1Wp00000to Inquiry 'eL Claim EH Enforcement on Hold ER. Bllthrcemcmt Review pcc. FCR,PCS Fat;llity Complaints fI SWM Pee inquiry f1R. SWM Feo Review FIR SWM Pcc 01\ Hold 'U; LAWluit RJl Facility Saginctrlng LsviCM NDA NeiJhbol1tOGd Dniinusc AssIstance; WQC Water QonJlty Complaint WQn Wiler Quality J!n1bn:ommt WQR Wllter Quality BlJsintetlns RAMcw WQA Water Quality Audit WQO Water Quality -Other S l,Sl,SNJ Er1slnecrlng Scudles Type of Problem DCA DOM DES DL8 DTA INQ MMA MMF MMO MMM MNM ·~·MNW SWF WQB WQO WQI REM GkT NWD OC\lClQpllWltlConslniction . Dtalnqe • M"eocllenecus Dmlnlllo -Btosl~cdlmcncatlon Dnilnace-Undslidoll3anh Movement . Ptalnago Technical Assistance DraInaso-General Inquiry Mafl\tenMce • Acstbc:dcs Milmanance;. FloodIns MaJntenMCle -(Jenera! MaInCenanGc: • Mowing MAhlttnMCle -Nccd$ Mall'tenance MaIruuancc;-NO'tlous W."cds SWM Feo Quesdons War« QualIty -Bc9t MinIlf:l!ment Practices WIblrQUe1It:y-DumpIng . WIlta'QunJ~ -Dlic;it Connection SWN Fee -RmlCUuremet1t SWM~ SWM Pee·Nnr Discount *Subj(:ct II) Public Dbe1osuto rcqvin:ments 1. ReceIpt otwritten roqucit (or docUJMnts 2. Review and approvll1 byPcosewtlng Auorneysoffice t tn., •.. ....J. c...u(J'" ,+. ":).:"'-1', NO. 986 I I KInD COUntY WatJJr and Land ROBourODB Dlvlsloo • DralnallllSarVlO88 SootlDn t)nPlalnt 8aaroh Printed: 3/3/2004 2:30;26 PM . . I -_arot TYPO TYIJI Df ProIlJllm AddrfJ88 Of PrdlJam . CtJmmRnta NIl_ COOO T1roBPa08 I I I I I I 1975-0004 C 1980-0008 C 1983-0045 . C 1983-0046 e 1983-0057 C 1984--0015 C 1985-0225 R 1985-0509 E 1Q88-0654 C 1987-0284 CL 1987-0485 c 1987-0485 eR 1987·0485 NDA 1987-0B01 C 1987-1189 C 1Q88-0787 c I C)::~~ ~ >::~;"989-0140 C I 1989-0150 C 1989-0318 E 1989-0534 e I 1990-0508 0 1990-0819 C 1990-0982 C I 1990-1623 C 1991-0339 C 1991"0578 C I 1991-0619 C 1991-0019 SR I 19'91-0797 S2 1991..ql!98 C 1991'()932 C I 1991-1127 C 1992-0100C 1992-0137 C I 1992-0169 C 1(-) I PRNG FILL DRNG FLOG FLOG VIOLATE FILLING FLOG DRNG 958S 138TH 15923 11203 10449 15019 11203 14847 UNSETBLSE AVE se MAYVALlEY 148THAVESE 151ST RENTON-ISSA ..rNY SE MAYVAt.LEYRD •• ' : I 148n-tAVE 206THAVE 15004 se 114TH,ST 138THlSUNSE/ BLIANNEXEO BE HONEY CREEKIMA Y CREEK RD FILLlNGIMAY CRK SE PONDING MAY CREEK TOCODEENF. PrmtAppvdSWM-DRS 626J6 626J5 627A5 e26J6 e27A5 e26J6 627A5 627A5 SE 626J6 SE BASEMeNT FROM OULVERT -CL.#1050S 627A6 ~EJ(.)HBOR FLOODING PROPERTY. 627A6 '1 __ . _ N, '" .. to.~D DRNG FOR CMIRD COORD 10127/87 627A6 NO RO ORNG FOR CMIRD COORD 10f27/8 627A6 ORNG ORNG DRNG DRNG DRNG EROSION 14100 SE 100TH PL 10218 14TfHAVE 15004 ' se 114TH ST 14418 SE 116T1-fST 14408 SE 100TH ST 14429 S5 116'rn ST DRNG/ERO 14428 SE 116TH ST DRNG DRNG DRNG PONDING ORNG FLOG FLOG DRNG DRNG DRNG DRAINAGE 11800 138TH AVE 14842 se 114TH ST 14842 BE 114TH ST 10403 147TH A~ 15630 SE 116TH ST, 13611 11212 11833 10403 10403 15212 SE 116THST 13TrHAVE 142ND AVE. 147THAVE 147THAVE SE RENTON .. ISSAQ RD DIVERSIO 15630 SE 116TH ST BEVEROAM 14800 SE MAY VALLEY RD DRAINAGE 12240 142ND AVE CONSTRUe ,14410 SE 107TH PL DRAINAGE 10262 147TH AV FROM NEW DEVELOPMENT 626J5 SE DRAINAGE FROM RENTON RID POND 626J5 ILLEGAL INSTALLATION OF TILE 87-0485 827M INADEQUATE SYSTEM INSTALLED 626J6 SUMMER WINDS DRAINAGE OVERFLOW ·S28J5 PVT RD WASHOUT DUE TO NO DRAINAGE 626J6 PVT RD WASHOUT Due TO NO DRNG 89-0 628J6 SE CLEARINGOF RJDNATURAL RIO POND FILL OF DRAINAGE 87-0485 626J6 627A6 627A6 626J5~ 627AG DITCH FILLED IN , ,S~ .. INYARDI91·0619 DITCH ENDS BY PROPERTY @ RIO FACILITY SEEPING WATER. 628J6 SE PIPE OF PRIVATE DITCH 626J6 SE WATER. PONDING IN YARD 626.16 SE INCREASED FLOW IN SEASONAL CREEK 626J5 <::- SE TO CIP 626J5 ~ SE ON HOLD 627 AG HIGHWAY DITCH CLeANING 627A6 DITCH OUTLET ON YARD DAM IN STR!;AM -, NEW CONSTIRENTON 627A6 626J5 -E- 626J6 626J5 626J5 ~ SE Paget of3 Kl: WLI'<U I I c/JJlllliiiDt Typo l'YIIIlf Problom AdtfreBa or Pr~1mn ed I I I I I SR 1992-0484 C DRAINAGE 10262 147TH AV MAY CRt=K 15440 SE MAY VALLEY RD 1992-0484 SR MAY CREK 15440 SE MAY VAllEY RD 1993-0086 C DRAINAGE 10220 14BTH AV 1993·0094 WQe EROSION 10217 148TH AVE 1993·0236 C EROSION 10202 14aTH AVt= 1993·0236 ER EROSION 10202 148THAVE 1993-0236 RN EROSION 10202 14STH AVE 1993-0339 WQC SEWAGE 10222 148TH AVE 1993·0387 NDA DRNG 148THAVE 1993·0387 RN DRNG 1993-0437 C DRAINAGE 1993-0858 C RUNOFf 1993-0932 C ORNG I 1994-0177 C DRNG 1994-0476 C INQUIRY 12203 12203 11204 10220 10220 10218 10217 10217 10415 10415 10415 11204 148THAVE 148THA~NUE 148THAVE 148THAVE 14BTHAVE 147THAVE 147THAVE 14TH AVE 14TH AVE 1994-0476 NOA INQUIRY I 1995-0420 C eROSION 1995-0420 NDA EROSION 1995-0420 RN EROSION EROSION I ()P.OBB9 C nRS-0718 X DRAINAGE 10415 I 1995-0996 X 1995--~037 C 199$-0143 C DRAINAGE 10415 DITCHES RUN OFF FLOG FLOG DRNG EROSION 11224 14614 11816 11615 10415 11204 14TH AVE 148TH AVE 147T1i AVE 147THAVE 146THAVE SE RENTON-ISSAQUAH 148THAVE 146THAVf!! 147THAVE 148THAVE I I 1996-0552 C 1996-0552 R. 1996-0750 X 1996-1193 C 1996J 1377 C REEDGRAS 16440 S5 MAYVALLEYRD 1997-1299 C DRAINAGE 15329 SE MAYVALLEYRD I 1997-1299 E DRAINAGE 15329 SE MAYVALLEYRD '1997·1299 R DRAINAGE 15329 SE MAY VALLEY RD 1997·1454 C DRAINAGE 10429 FOREST AvE I 1997·1454 R DRAINAGE 10429 FOREST AVE 1999-0196 C DRAINAGE SE 101 Si/146 AVE I 1999-0320 X DRAINAGE S5 102NO/147-48 AV 1999~0417 C FILLING 15019 SI:: MAY VALLEY RD 1999-0710 C DEBRIS 148XX SE RENToN·lsS RD I 1999-0725 WQC CREEK 14813 SE RENTON·ISS RD o I I NO.986 P.3/4 5E NOT NDAP (GROUND WATER) MAY CREEK RISING MAY CREeK RISING NOi NDAP SI:: DRAINAGE CHANNEL ON PROPERlY TbroBPSDO 626J5 ~ 627A5 . 627AS 627A5 ~ SE EROSION ON CLEARED LOT 626J5~ 5E EROSION PROBLEMS ON ACTive PRE MIT 627 A5 ~ SE EROSION PROBLEMS ON ACTIVE PERMIT 627A5-f- SE EROSION PROBLEMS ON ACTIVE PREMIT 627A5 ....: SI:: REFEREO TO DOES 627 AS ~ SE PONDING IN YARD NDA-F 627A6 se PONDING IN YARD NDA·F 827A6 . ~\:.. ENCLOSING ROADSIDE DliCH 627 A6 SE CLEARING OF NEIGHBORS LOT 627A5 -+ SE CLEARING Of NEIGHBORS lOT 627A5 .;- SE NEW House NEAR SWALE ... 627A5 * se ROAD CUlVERT OUTLETS TO LOT se ROAD CULVERT OUTLETS TO LOT S TRIBUTARY OF MAY CREEK S TRIBUTARY OF MAY CREEK 5 TRIBUTARY OF MAY CREEK SE SLOUGHING OF ROADSIDE "DITCH SE SEE 94-0420. NDA~C SE SI; STORM EXceeDED SYSTEM CAPACITY RD RUNOFF FROM SR 900 SE 626J5 ~ 626J5 ~ 626J5 ..... 626J5 + 626J5 ~ 627A6 626J5 ~ 626.15 -E:- 627A6 626J6 -e- 626J6 se FLOODING. FROM VANDALIZED FIRE HYD 626J6 SE DOES WAS LEAD-THEY HANDLED 626JS .oE- SI;: REQUESi TO ENCLOSERIS OITCH 627A6 REED CANARY GRASS RESTRICTING CHA 627A5 PVT DRIVE CONST IMP TO RD DRNG SYS 627 AS pvr DRIVE CONST IMP TO RO DRNG SYS 627A5 pvr DRIVE CONST IMP TO RD DRNG SYS 627 A5 S OFFSITI:: SHEEr/CONCENTRATEO FLOW I 626J5 ~ s· OFFSlTE SHEET/CONCENTRATEO FLOW I B26J5 ~ SE OFFSITt= FLOW IMP PROP OIlY OF RENT 626J5 ~ SE MORE OF THE SAME 626J5 ~ " ALLEGED FILLING VIOLATION PREVIOUS 627A6 UTIL WORK 8T Rl'N APPEARS AD~QU NO B26J5 ff1I- CONCERNS REGARDING SEDIMENT ORAl 827A6-<:::- Page 2 of3 I MAR. ~3.2004 4:33PM KC WLRD I,~~ [: Type Of PI'ObIam <: 0·0026 ·C CLEARING I 200()"0440 WOR DES 2000-0760 WQR woe I 2001"()065 X INO 2001-0186 X DCA 2001-OZ74 WQR WQO I 2001~18 X INQ 2001-076Q NOA-OOM I 2001-0765 R OOM 2001·0842 E DOM 2002-0005 C OOM I 2002·0035 X INO 2002·0212 C OOM 2002-0303 NDA-OOM I 2002-0303 R 2003.0210 X 2003-0567 C I 10 I I I I I I I .. , .U I OOM INO DTA AddrBBI of PNIram 10415 147TH AVE 10416 147TH AVE 11.204 148TH AveNUE f0415 147TH AVE 10415 147THAVE 10220 148TH AVE 10415 147TH AVE 10416 141TH Ave 10416 147TH Ave 10217 141TH AVE S 10415 14m; AVE ~E 10416 141THAVeSE 10726 148THAVESE 10415 147THA~SE 10415 147TH AVE se 10415 147Tj-1AVESE 11327 148THAVE SE NO. 986 P.4/4 lbr08PaU8 SS LOT CLeARING PRep TO NEW CONST1? 626J5 ~ SE WILL REVISIT SITE DURING RAINSTORM T 626J5 ~ SE Mrs. Waltrip has mulched ail exposed soil to s 626J6 se EMAIL RESPONSE SENT FOR RON SIMMS 626J5 ~ SE prepared email for Nancy Hansen 10 send to 626J5 ~ SE 627A5 ~ SE RESPONSE BY RON SIMS TO A LETTER S 626J5 ~ SE POiENTIAL QUICK FIX· WATER FROM NE 626J5 + SE POTENiIAL QUICK FIX· WATeR FROM NE 626J5 ~ MS. NAGEL BLOCKED A CROSS CULVERT 626J5 ~ PDR FOR ENFORCEMENT LEITER 01-084 626J5 ~ RESPONSE TO 1/9/02 EMAIL FROM CLAUD 626J5 ~ SFR WITH GROUNDWATER PROBLEMS. 626J5~ UNDERSIZED CULVERT CAUSES BACKUP 626J5 ~ uNDERSIZED CULVERT CAUSES BACKUP 626J5 ~ EMAIL INQUIRY REGARDING EROSION CO 628J6 < WATER IN CRAWL SPACE. APPEARS TO 626J6 Page 3 of 3 -KiNG COUNTY DEPARTMENT OF puBttC WORKS SURFACE WATER MANAGEMENT DIVISION COMPLAINT INVESTIGATION REPORT ... ~ .. , ";:., •• c ,'"'' • ~:-• # . SECL1WP~RGE S-_lO_C_A_JI_ON_: __ E;~/9S,,-=-,r_-4'.trp,;.,,;.· __ c-; ..... W~T~t?:::;..;;...0_· _. ________________ KROLL PG.-(lQQ COMPLAINANT: ~RY 8~vtt!DACt:i"" . . COUNCIL DIST. ---..Cp-__ P>4ONE NO. '7 ';7 r-. 9' /, ? . //'/. .. / . . /J 0 HOME: ~ .z----CL d Q Address /c1t?!-&Z .L¥7-/h"A'vc n-City. «c:v:rStateWIJ-Zip qa WORK: DETAILS OF COMPLAINT: ~;??~~/;"; /ltV" /~7l:!'~ P"r.P--9-/,.v.P/4'::: ~O/?'? / 4r d ~V~ 5c:-~ tf)Url-r:r5 t!JA..JrO 5t.-of?c:-v46oV't:F ,/hs ~cJ~72~ w.4 fr7e. ?;;;Vp;; /.A.,/ fo.s ..$'/h=-;t:Y~Dr Ah ~c.r;rC-e:r mAZ ? PLAINT RECEIVED BY: . ~ LS OF INVESTIGATION: -,.- On site 2-27-92. The Brundage residence is located on theside of a relatively steep hill. ·Slope is from eastt west, and. 10262 fronts on !47th. To· the rear, and facing !48th is a new home, graded, but with . rio vegetation (landscaping). 148th at this location is a shoulder tyoe road with ditches on· th east· side. Run off to the west is shared by the property owners .. Observed no noticeable erosio at I0263-148th from the road. Roof run off is piped-probably to a dry well. Photo!) Looks south on 148th with adjacent lot to Brundage at right. 2) Looks west from !48th at 10263. Brundage is to the rear and down .. 3) View of Brundage house and 10263 -148th in backgrnd. I Ie) I· I I I I I I /', etch. r-- .... 1 ----- ) ~ r'" I I J e- ..... ~ IO"2..4'L -... ~(JAM~ 'A-F-t. ok-<t-:- N I A-U 56 Scale J./ tJt • r i tp ~\ ....... ~ ~i . I ()7.,~3 ~ \ ! ,. - (;- - \ ~ .,.- r I \ 1 r , ,®=:-' , KING COUNTY DEPARTMENT OF PUBLIC WORKS' SURFACE WATER MANAGEMENT DIVISION ' .~ • 0 COMPLAINT INVESTIGATION REPORT!~ , '~'----------------------------------------------------~~~~----~~ °i~~/97 AJ -, SEC '30 lWPZ3 AGE 6 . .::.,LOC.....-A_TI_O_N_: _, ..... Zii:...lol'2,"~~/jJt~E..f:.t<w./Y.¥--LJI,",,£;uJt,,-,rH~B:.¥(2.L----I8..::, u..(JL..rrJ.", ~'I.L.r~, Uj~/'--L&~KI.....o::S:.!../.~'/7.:.Lz.",,'(l.'-!O""'-Lr-"L#L~_ KROLL PG. crt? I C.OMPLAINANT: . fittNt; ,( ~;22011'' ' COUNCIL DIST. _<P=-__ PHONE NO. rJ HOME: Q Zft 9Zt:?O I(JZZO &)fYl /It! Sf-; City ~ State Zip WORK: 1R.2,)·OSO~--X- DETAILS OF COMPLAINT: C Ct Ie' ~ 0 "', s: . )/l-IJU8o}1.. 8UllT a H-O U~,3 y£s t1 ~() {' jJlt r IN a pra I J1t:?/-'Z- 5yS17:~ tAJl.;t/tlr. //r;a//t.5. &/17l) ?//nPyts !~r: ~ 5/~CTr-J {Jl1rt-kw.-t oJ IPr tMr (Jc-TlJ6'ir an'cI Jvu Jij~() ~,-d 17taT .,.Ct'J-L " -(Jvu-I"> (A .. ~Ci1.UI1;Z d f,rtJ cU--f d I Ct f p;'>.~ / 'j tl ""LtT>s -:;-u !~-r-e,.(/~ M plPtI1.-S m !,U.I(,);7 ~ It''UI-i I' Ihr; /5 fJra/n~7-'-/..or.¥1 "' 1le. uj/A,'ll .flJJt-~ IUtJ h6fJr-.,.u.Jhr-c.h J1I:t.;/ /)1VU!..tlfJei J/V1T?1 /k VOt/ltS, lit' UU...; rJf~r 1/1(/~J/76t:(/p.Y-1?tP!~ 1t> r,how iPCCU7(//1 r# ~hAI1.11 <.p. ,',.t? j.lvt-e. -;7.0 h#lrj""'fZSHOf7t!LTDfe-.,~, LAINT RECEIVED BY: i41ttKt~· . ::.._ ~ILS' OF INVESTIGATION: On site 2-2-93. Sketch on reverse side: Yes No 0 Photos: Yes ~No 0 . Quantity Met with Mr Simon and viewed the problem. He has a one acre lot that he has cleared fo~ construction of a home in the new year. Slope,.of the surrounding properties is from SE to NW, and neighbors to the south have dug an interceptor ditch across the back of their lot that is also said to drain another ditch from the next southerly nelghbor. This had drained to an area on his lot that is proposed to be the foundation for his house. Mr Simon in turn dug a ditch along the property line to the ditch on 148th which he intends to tight line. BALD 1s said to have informed him drainage from the properties should go to the roadside ditch. Because the neighbors drained to his property it is up to him to handle. At the'time of observation there was drainage from the neighboring properties to Simon's southerly ditch down the ditch to where it goes sub surface,to a small pond in a low spot in the front, and from there to a cross culvert under 148th toa small swale. There was indication of some erosion from upstream due to siltation of the small swale.· Fo.llowed the drainage to where i't outlets west of 147th Av SE and observed no silt at that location. . Photo 1) looks east from 148th across mid portion of the Simon property. Pond and drainage in. foreground dra into ditch., .' 2) View of ditch on east side' of 148th bordering Simon property. 3) View tow~rds 148th along south ditch. . 4) Shows ditch and neighboring house on right. 5) Looks south along d'tched area t rear 'of 10222 -148th .. COMPLAINT INVESTIGATED BY: DATE: Z. -'3- A~ONTAK.EN: '2,""Z.J-&)3. 5pokf.~'1)-. ,.~~ SIk-t~14. ,,)..J\&o\. k..s ~ r"~~/el¥-";\R ...,k.,;t-\.....~ ~'S ~~~"'j {lJ....o IS 1,...c...,J> "'0"'-1'" o,J,,,, ,"?G..tt '6{ ?,-oC'&s;!r -~",'1 v-~ ~ .,.)o..,~ ,.,;~'\)... t;,q~. (,f . \. ~O fF-OBt-F-M SEEN' Complainant advised of action possible or taken by: Phone ~ Letter 0 Personal Contact 0 I Complaint Action Handled By ~~~:..:::J-' [,~:!"'£~~~~&u:::::l~ __ :-"-Closed: 3Jt..{ 19 3 I I 1),le OK'd~ IttifialS I: Sketch I 1 SE.(oz. .... O h· ~ ,,~ 1 (, \' ~. ... \ N Scale.1::W. I~_,.':, 4 I l\1I~u \"UUI~ I "UI:~J.\N I Mt:N I Ut' JJUtsLI\,; WU,t1I\~ SURFACE WATER MANA-GEMENT DIVISION ': . COMPLAINT INVESTIGATION REPORT ',' I NATURE OF COMPLAINT: LOCATION: I COMPLAINANT' ~~~'L DIST. -':Ji!.-__ I D I --HOME: '----- I Address 7... J ) L/ 8) f1 V 5 £. City State Zip WORK: ~,~'S7"' 2 so: 7 '3 , DETAILS OF COMPLAINT: 71V~ 'TO ItJJIJ V M <i u<.... -, G(s Y ~"fCdllt t{ rz~no Y\. fflrtJ.-H, If} (J!lf)).[I160 W/}5 ;:(ft'£//1f!'1 tJul-~ £}/t:<-IYj , (/t W /7TtaItlO -0 AI L /-J /70 a vi c/f's S 7/.e'.k!.T" P /Cl/PJ I I I {lOU 6-/J//?p/e I l//ltCr IN t:f!rf!-{! Hr9J1 f1 E [ /.5 UNGN6-IA/C'-e-r~O f}/1~ E'Rtl5/tJ/L/ /5 UA/ttf£eI<L D , m6r& war<l?J-15 .I-/~U//FJ?--30r # T/~i-s The ;::/I/U/ ;?a~ of jll/smc,rJ1JYlL/ ... wa:.S ftUJalZ /hI> , mtJIZNIN6-fJPw jA/aTl;r IN >/j/.e'a~ l Et'" !.AINT RECEIVED BY: ttI!71a~ l..s 1.3/{ o?-U /V(tall-eJ. t:Jt.1 Q 'M :2 -1-'7 J D~ , OF INVESTIGATION: Sketch on reverse side: Yes No 0 Photos; Yes 12J'::::,} No 0 ' On site 2-2-93. Quanllty I I I I I I, Spoke with Doug Dipple regarding siltation in a swale as a result of run off from property identified in 93-0096/511110n. There was siltation'to a small swale that accepts run off from a cross tile under 148th (12" conc). The stream tended to wandei thru heavy brush and ferns and then culverted under 147th near 102nd Av SE. Where the stream crossed the ditch on the east side of 147th and at the outlet, there was no, signs, of silt. It appeared the ,'silt was deposited on the property by the Dipple residence. At the time of the muddy water Mr Dipple felt there was a speed of run off at .2 cfs, whereas the run off normally flows at approx .02 cfs. At the time of observation run off was clear. Photo 1) View of run off at the outlet of cross culvert. 2) View of flat area where siltation occured. 3) Outlet west of 147th that drains to large pasture. Approx 1/3rd mile to May Creek. 4) View of ditched area at north side of 10222 -148th that is said to drain wetlands. :OMPLAINT INVESTIGATED BY: DATE: '2 -::, -t:t 5 I \CTlON TAKEN: <: -23 -'U, N 0 ~N--. ''') -z.-l:.4 -'13. N.o ~ ............. l~ .. . ...;omplainant advised of action possible or taken by: Phone B'" Letter 0 t.AlmPlalnt Action Handled By ci?"t7 (.... ~~ ~ Personal Contact 0 Closed: 2-4-93 0"'. OK'd:~ '"itials I Sketch I a I I 'V.~ (=) I ",.,'. I I I I I I t t . , " , N to • I I I I I I - . (Pleu.e print plainly tor ac.annlng). i NAME: K~:( &:, 2/0'- (Day) . PHONE "Z11-SllB (Eve) MC>'i:>Il.. 940 -,,')83 ADDRESS:..JI..wOu.Z..J.oOUz.d.---I,LI4 .... eJ::;..:n+-if~v;;..;;€;;..-.~::;..;-=-_____ -.,..-_ City ReNlP'H State y..IA Zlp' c,~o"5 ·'CHARGE'# location of problem, If different: D8tails of Probl8m: ., . 1-Pt.c7t?E ~1tL1. 'Fz:;.1!:. A-Pi>t>'1-.Jrt»~7. IN. I!~p.: L!t7't.J0/" I )r', r>77tt:J()J/".ii ~ me. ~\,)''f'}4 At;>.:rAI..~ Lc;.T 1"'& T1te: ~""""'f>"""'fv~T'!:> <::!~"'OI'JV A.c.c..~ ~ D2.,"e:-.t A Y 'W1T"::>~~Tl--t ~L~ro~ t.. PaM'll; w~ ItpPITRenvl1.1 J~~"si:> i3'f ,f;'f;>E:""':> 'FOP?-,,.;,? v...)orc:y::.. ') • A swA-Lt::' wA-s. t?i''''A-vA-~, 0-....... --'tt I ~ t!l.~Et>' LI>/ wrl7~1f t>E11.,'....,ItLt-'j, ovru::tleo Ar nn:: ~1IWI()(.."..,,..,itNT~!:> O)l.I'J~A-". Tt;;~ iZ"'?vl"nst) ItJ ~t:>e,~r"i!6t>, P~DO;YIp..J' lfyJo ~d;;,CII'N oF-. ; .... ~ ~pc.. ,",u,tHy .,.. '5 D/uJ. ~,..i",i5: ,~ , A-~ p;z:.'>/~-A:r" 111c.,1J:lu , . AN #"? 1T~/I.Je, A-L-th'J.(. '~wta,u -k£.~s D/~ /Wuf) ovn..q~ '!ViC=: ,~,"t~e.n.-Ave-' ~c: ~wlT1 J.::;>.r4+ A-T ~4'7I1Pt.+r't'Jh-f .... n ~5 1/J~ ~VI...\.t~1: ileu: I ~~::-~l ¥:.1hA.1~ R~o,,~-x:> IN FI.4k)~ l?VtI"'IL pi:-F'P~" ~ lil..ftr-l...cN ~ A-tJ/.> ~p v-J & -+w JIIrI TIJ-;:; .?~pl...'h JVI'rNT!> D! IV f? 1K-c:: ~ "'"'~'-~ "f)I-iE" I °/~ c;.v~v~ IN . t+e.n+ A-v-e $C:. wlt'!;r?.Ihv-S/iF , . ./?l!I'7Ve Co ' ,5)ther. agencies, involved~ (Giye details) D~ tfeIJJsnjrz,tL.. f)lbfJAi,e, /?g7a{tflF¥J I ' . ' hi;r.(iC' ?'o[.. TZ> ~,.,. I/IR" " Reported Impacts: # Properties: Dates/frequency of occurrences: Home h2,"';rr ou.v~i~£)uGe <>tJlt'l}t-R(.1-4 ZZ to.>6 l"i.c::r~, I Access road U::;:./~ , --septic system -' , oS IA..)Le.. .:::!.~H··14 Of A/YJ1+G.CN'f- --outbuildings, garage I --Yard/landscaping - --Other property, --Stream, lake, wetland- Location/Tracking Info: I eaSinJM/ i )t name: ~\ Ii{;~~n taken: THO~1AS BROS I Council Dist~ Assigned to: -- ,NEW: roz 7//5 OLD: ~ '). ~ L. ., Parcel No. ------------------ DIR Ref/Chg No: _____ _ City ----Field investigation needed?_ Block No: Lot No: '. Turned to __ , on _1_/ __ . Initials: KROll 80r DATE CLOSED: -=t.J 2:1v jz Or:<:d:.eti Rec~~ S/'J{)/q1 all "I "'p"o DI>e:$ <pRO,JG I ' , ~ . K.k\ • b_r //J /;~/9d ~d,ttcd rf) /If, I N~~~i~~i_w~~~._ ..... ~ 1 DRAINAGE INVESTIGATION REPORT o . . Page2: FIELD INVESTIGAtiON :v> ""'~~ ~ ,-':·~.-TYP.Fi:.:.· i .1',,'[' 1 -' ......... Ffte Name:tv~t()L-/?/PPl-rJ·t! . ,~e:-.E~~;~o.::l9.~ -~Z3 Dstal7s o(.Jnvsstigation: Date of Field Investlgatlon:~lt.1L . Related Investigations: 93-0086/Simon. 1 Met~-wfH('~r Coziol .a'1d .Bakamus and wal ked the problem site. Recent heavy .r~.irl~ app~t~n~ly m .. :ta'xecft'~i!--8"AOS··dr.ain the property owner (Simon) put in recently. Water went down"the"CJitche ; .. ~~.9.~~~ the e.ast and,nort~roper:ty':.l~nes causin~erosiory in the.c:di~~~s.,aQq,fi1.~i~~ .. a d~ivewa I \ "·croSs-culvert, causlng water'to'overtop the prlVate dnve'and startect to"erod.e. the R/W at U roadside ditch. It was pointed out that the east and nort$itches were dug on other. peoples .. p.r:Q.p~rty.J.~a~!J~n(~ .. (?n .. !~.~~!J'<>'E~b,:,.<?I)-t ;--,-Q .. L~Q.WrL .. 9-~.·al~r",.Ql1. t,h~,",~.as . ..tl.b _,,_.,~-_~ __ ~""~",~,,,,_,",,~,_=",.-== ... ; .• _,.,. __ ,._. o • . . Photo Trloo.ks -norUiand westerly from 5E corner of cleared lot. Orange dot at left is· inlet I', .' ~.. ·~/·~~o~~S.~outh. 'along east' p~oP~ty,.l ine a~".drainage dit:ch~~' .·Lothlarker' seen-miq-;right:;, . 3r Shows ditch on Bakamus property draining. to west. .. . . . . 4}'V.~,ew Of ditch' ana s~}t depos~t,,·bY· driveway'crdss ci.nvert'·(near r:e~(dot}.·;· . '~:.~' .. :.: . 5) Vlew of nat.ural dralnage sw.~le. '. ." ;. .'. ... ~ '.'.; ... --6) Shows"-erosi'on'on pdvate dtive west of' cros's culver1:. .. -' .' ... " 7) l.oh.o~~l'dn,Q~th, qn .148tJ:l.~here, run off .. from: priy.ate, dri.ve.-.,to 10202· eroded ~ect1,~n. "~.f r.o 5 ou er .. ' . -'.8} .8" ADS outlet.to rpcket:L·raadside.lij.tch.· .,'. ' .. ':. '. '.,..: ,.' .. ' 9) Looks north on 148th where 8" drains to ditch. . . I 1 I __ ,.,.·,10LSho.~s seepage from soil that· looked like·oil-with blue sheen··to··wate:r·.··Nopetroleum .smell noted. . ,.: ': •. ;, ""~:\1f.~~.i. ,\\ "' . . , 1 C)~·:·;,· _ ,1 . ' ..... '.( .. 1 I I I I I I ( ) I ' .... _/ _. I . ' : ........ ','. t·~~--:--..i\-__ ~~'tL--.:-._~ __ --::-----:~~ \.JA • . .•. , .. , • • c!-I!--,---. ~ ~ '-c:!---. .' '~ " ;' " .. . ,; t . t . t i .--. .t 9~,Aff t ------... ~ ... ') ---c= --=-------...... -------------""'='---..... ~4-{J .. %:r=-=-::..::.-=--=~~-=~---"----------.-;.·--Ih.tz.'t ., \t\ t f4~t t Date of Report:.:{J ~/ .1L Complainant notified by t1Cj I e I KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINA·GE INVESTIGATION REPORT . Page 1: FUe No. q Date: OK'd by: ~ TYPE ~ ----... ' I Received from: Play} (Eve) NAME: __ ...::.J:.u..;tm.~'L4W::l.--+)4~...;:....u=""~ __________ PHONE .lQ2B-£1700 I ADDRESS:_--.L.l Q",,-=2.2~Q"--....J\ ...... 'i ..... £i,-~_ ..... kt....o..=.e_· ~~-=----'-_____ City ______ State __ Zip __ _ Location of problem, ff different: CHARGE # I--~~--~----------~~ Details of Problem: I I I I Ie) I . ~~If\ ~F(1) ~ 'la"bf>B N~l(pU eoz '!:> R.v~ ( ,-, other agencies involved: (Giye details) ----'--I Reponed Impacts: # Propenies: ba tes / frequenc Home 1--Access road == septic system Outbuildings, garage -Yard/lands·caping 1== other property streaE, lake, wetland-- I Comments: o 1:::~~l4'I~:~~~: B2sin M~'1 loam.: Iqcwn taken: Assigned to:_----.,. THOl'1AS BROS ··NEW: ~2.7 As DATE CLOSED: ~ S-/ V . OK'd: ~. I OLD: 'b5 ~2 . Council Dist , OIR Ref/Chg No: ____ _ City ---Field investigation needed?_ Block No: . lot No: Turned to __ on _/ __ / __ Initials: __ KROLL I . I (?j81 ~~I JW . j . . . ,,'~~ .,' -,..~ ...... w.·· ..... a' .... ..:......:~ .... _, ......... _. DRAINAGE INVESTIGA.· 10 .. ,; F:I . N File No. I'·f_.-:...~I':e=a:m:e::...... ____ ---.......;. _____ ~ __ ~ ______ ~_--.-.-.. -------: : DBtal7s of Investi!Jation: Date of Field Investlgatlon:.L~"/ LI f;3 Related Investigations: I 1 I I I I IQ . . . 1. Property to the east of the Simonis has been cleared of brush. Slope in this ar:~ a from SE to NW (lnd would naturally d.rain towards the. Simon property. There ic; a1 tho ditrh behin.d properties to the south that drains into a drainage system bll jl1t. b{ pronertJ Simoni s to drain to the ~itch on 148th. In speaking. to the Koztnl' c; and ad acl.!~ for ;, owner that did the clearlng," the purpose was to clear thp brush and plant gras pastiJre--no grail;"ng.·· . .' ". .. ~ Photo 1) Looks east over the c;outh end of the Simon foundation towarrls cleared are, 2} Looks sE over foundatio" at ~dditional clear~d area:. 1 n'f 3) looks south along rear of adJacert property owner where dltch ent.ert; S mo drain system. 4) ~ooks west towards 148th. 4A) View from clearpd area over Simon Con~trllction. . r"ifd 5) Lm)/<:s east' towards foundation from cfitchwhere bad yi1rd drainage enters nitch. I Sketch: I I I I I f -'- , I .....-====-4--.. '- 6>to.!:'AJ'>j __ -_-=--:..--_-_-_-t-_-_.:=.. -=-c::T~-_-_=~ I ' t i~ " 1""\ 1 I <J I ,i'<,.<-. ... i Date 01 Report: !O IhLL By: ~~ ~~-1 I Complainant notified by Q.~ by -phone letter personal contact. . l(h\trl\1..~~ ~t" h-.,...'t.(~ ...... l--i-ot.Atr .' --,. .. 11_ .... _ Q ... I .. r .... "'. ! / KING COUNTY SURFACE WATER MANAGEMENT DIVISION' ---- DRAINAGE INVESTIGATION REPORT Page 1: INVESTIGATION REQUEST TYPE C--' I I I I .. I Date: 10 -f e ... 9 -S0K'd by: FUe No. 91-() j Recsived from: (Aeue print plainly for aeanning). (Day) (Eve) NAME: 'k~ Si ~ b l-\ , PHONE '82 8-9 7CJO ADDRESS: i 021..0 /tff3;fh Av-fc So£. Location of problem, If different: c~ R~+b-1t, State WQ Zipm CHARGE # I ~. I I. I\! 110 , I I I I other agencies' involved: (Give details) r(.f~ ~J)a.,,~ .~Ls . ReportE¥1Jmpacts: # Properties: Home' Access road == septic system outbuildings, garage .--Yard/landscaping --- --Other property ~ Strea11l, lake, wetland--- I Comments: I LOCJJtlon/Tracking Info: Dates/frequency of occurrences: Parcel No. ------------------Type_ 1 .BaSin lb A'1 cOuncD DIS! I;;L DIR RefjChg No: Cit» __ Field investigation needed?_ ( )t ~ame: Block No: I \~on taken: Assigned to: Turned to_._ on _1_1_ Initials: __ __ THO~1AS BROS ··NEW: ,6~7 It{" DATE CLOSED: -'LI..2J~ OK'd:~ I.' OLD: 1s' G l- Lot No: . KROll . PROBLEM DRN G KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE·INVESTIGATION REPORT Page 1: INVESTIGATION REQUEST _. I - I ,. ____ ~eceJved by: fL . Date: 3/7 /q~ OK'd by: TYPE·· ~ ...•..... --- FUe Nc 94-0177 I I I I I I RecBiv8d from: . . (Please print ·plainly tor aeannlng). (Day) (Eve) NAME: Karen ADDRESS: CiN State Zip . ________________________ ~ __ ~ __ ~ .. , ____ ~___________ ----- location of problem. H different: i:~vQ. ~JB. /i(B'rJ..· A S£ . CHARGE # .. . Details of Problem: . ;;:. Sq '3 ~ 17 /.6. . .. . . . 8i1ild/~ . a net<J horr1e, -+hey haue.. Tried +0 CI, ver--r fhe., DR/\/6 away .prom The £0+. TAe Oro..,n~ge sys-fe/YI· IS Sf I i I I1tJ"r • a~ uo. +e-eno ugh # WAa f-t? / se Ca.n sAe. cJo#? I 10 I I I I I ... 9t;.her_. ag~ncies. .. involved.: _ (G.i ve ... details) ________________ ~ ____ ---:__ .. Reported Impacts: # Properties: Home Access road --.septic system --outbuildings, garage --Yard/landscaping --- --. Other property --stream, lake, wetland--- Comments: Dates/frequency of ~' occurre~ces: ''') ovrt 'by tf3· 2U-~I~ 3ffWQc.. 8''''' ....e. ~ Cfi-#r! . tfl-nClU...;~ ~ Cfo -SICf -. 89-1'1~ 8S-noNl--97""~ I Location/Tr~cking Info: Type_ Basin~ I. -.Plat name: Block No: Lot No: I Wti~n tak.,,: Assigned to: Turned to __ on _1_1___ Initials: ~ROLL eDt··(,J . T_H-:-OM_A_S _BR_O_S _·I_:E_W _: _k-:2::":7:::,,A~'5_ DATE CLOSED: 2J --9-1-U-. OK'd: ~ ~ 'iV\ ?Fo B r OLD: 35E~tJo N\)t\·~ ~t~U~+~G.(.k¥!!~, ck~ ~ ~~ ~ ~ ~~~ \&+\~eJ.. ( ... ~ q'J. Council Dist--L DIR Ref/Chg No:. ____ _ City_. ___ Field investigation needed?_ I I If) .-f"' - 1 KING COUNTY SURFACE WATER MANA(;. e ,'-IT DIVISION DRAINAGE INVESTIGATION REPORT Page 1: INVESTIGATION REQUEST Type L I }-.:1 Received ~y: ~,_.J ___ ._--:-_____ D_at_e:_6 __ ;a_~_-_q._'1 __ 0_K'_d_b_Y: ____ F_f1_eN_O_, _9_4_-.....;O~4..;:..7~6 • Received from: (Please print plainly for scanning). (Day) (Eve) I I I I I NAME: t.J gSe-1 1 Ina )(,10,-< ADD.RESS: / () a. I 1 I 'I7~ illiG SE. Location of problem, If different: Reported Problem: I 10 I I I PI~t name: Hliy VtJJley C.()-OP ~A1V'Nty 4dd Other agencies Involved: lIE ',-L..6L~ Parcel No.S2.3000 0 ',"0 1/4 S T R PHONE "15'1-:3'159' 23s: .... 7, City ;reo loa State Zip 98 ~ Lot No: /6 Kroll 800 Go Block No: .<.. Th.Bros: New 626 ,J-,4 Old 3502.. I Basin Hl1y • ' ---_ .... _-------------_.-Council Dist 12.. Charge No:, ____ _ ,.------------------------------------------------------ . RESPONSE: Citizen notified on 0 2/r1 by f.{. phone 2(.. ·Ietter _ in person, I I Jf"der~f' .Ie:' DOEr ·RJR ;if/I() UJt!. ,J!'ern-,r'-r. /liso called R(}ac/s .fo ha ve, . the. dItch Or) -the ea.s-ts/o{e-ot /~8 71, ST. cleaned ouT. ::r:. .{.e.f-/'vIax/~ Know. +-ha...t ~he. LOou.\d I")eecl a. perm; +-and f-ha+ LOe. \.Occ..Lld Nor Ioe. ''''\.lest-I~·hrl3 --\-hi $ rY\Q....-+\-er. .' . DISPOSITION: Turned to on by --------------------OR: No further action recommended becaus I ~-.. ~~ag~~~b~OOOO~ ___ ~-~~~~~~~~---~~~-~~-~--~ U, . , P.roblem has been corrected. _ No problem has been identified. Prior investigation addresses problem -See Ale # I Y/,. ---'L PrIVate problem· NDAP will not address because: _ Water origlnatesonslte and/or on neighboring parcel Water originates on KC Road _. Location Is outside SWM Service .Area. '. """;Other (Specify): INF'o ~6.J £,. Y I. OATECLOSEO:LId-·5j!J.1.. bY:~ ~ MO':(..,N..> .... J/ tlA'Ij~~,:r,·9~~, I NUI~II\IU J.N~n~tJVNVn tJ~.J.VJV\ ::hJV:lOII'> A..LI ... IIV..J '-Jln'l I . ~ :/. . KING COUNlY SURFACE WATER MAN'AGEMENT DRAINAGE INVESTIGATION REPORT Page 2: FIELD INVESTIGATION Q I )~t8H$ of liW8S-ti9-tl-fj-·o-n-:----------------------------------...;...,..-- I I I I I I ketch: I I I I' I I ". .U I The area of. concern has a slope from SE to NW. The roads are shoulder type with open ditches arid x-tiles.' There hav been recent complaints regarding drainage that flows to. the lot. being ,inquired upon by Ms Nagel. There appears tl be a large area that drains to the ditch on 148th upstream of the x-tile that drains towards the Nagel lot. Concern had to do with quantity of water and siltation from clearing and construction. The x-culvert on 147th by the NagE residence collects water from the drainage under 148th, the ditch on the south side of 1 02nd and west of 148th, plu: some run off from the sloped area between 147th and 148th. The ditch draining to the x-culvert under 147th is gras: lined and mowed, providing a sodded ditch. Did not observe siltation or erosion in the ditch or at the outlet. There die not appear to be a disgnated stream as such at the outlet and thru the vacant lot, but there was a difference ir vegetation coloration as if to Identify moisture. . Photo 1) Looks north on 148th from driveway leading to 10220. May Creek is just prior to end of road. 2) Looks south on 147th from 102nd. x-tile is in first part of ditch. 3) Reverse view where x-tile is at 110le lower right. 4) x-tile outlet is at buttercup line between two posts. 5) . View of lot of interest by complainant. i --- II 1 ::~/-.. ' -_ It. ~ r t I Investigated by 6Ar,t aJ~ Date 7 -IJ-fc/ I --....... '!;). I.. . • KING COUNlY SURFACE WATER-;MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT I(-~_u '.-Type C. < I \::::;rtved~Y:_,o:-. -"/._ • ...-.;~rrc....:..-;c:::..._~=-____ D_ate_:_~_-_I_---'-..;:::S~O_K'_d:--b_y:-.--_+-'-__ F_lIe_·N_o_'_9_5_-_0_lI.:..,;2tJ-..:;::._ Page 1: INVESTIGATION'REQUEST I I I I I· I -R9CSP.·tii from: (Please print plainly fOl scannIng), (Day) (Eve) NAME: eM u \. { f.) ADDRESS: I tP 1-/ S -bONNt?L Y !IZ~h -Ave--£e= Locatfon of problem, If different: Reported Problsm: PHONE dS5-134o ___ _ City £ftvTo ~ . . State WIJ Zip 7-rC) <! ("'vIM-r W 6'e-Pel '!vC: h.5/s~lVC-tf ? o~ (/~~/t--t-!)r::R/o-ZcJt'l??~ 5'~/?/e€-C.u~'(/Gc.? ~'h..lT'i ('-\ I ,~dJ f~E Grt'- A/F/ ( ~d'~ • I Plat name: Co +fo1'YJ t;/er) Other agencies Involved: I I .5£ ~ 2. 3 ~ Parcel No./776 LtD 0020 1/4 S T R Lot No: 2.. Block No: No Field Investigation Needed --- Kroll 800£ (Initials) Th,Bros: New 6'26 JS Old 35 D2. . Basin NO V CounCil Dist I Z. Charge No:. ______ _ I. RESPONSE: .Cltizen notffi~ on C::rl ?"fsby . ~ phone _. letter. _. _ In person ~~ Lts.....,,~;o... .~\AV\4' ~ . t~~rM ''''-e..r 4\..cJ -\-lA~ ........ ;~ I 1>~J()Mo' ~~.l..L:.s-e.rL ~ AJt)A. I DISPOSffION: Tumedto Von {-If-ffby' 95 -0 0/03 /~?a/ .A; ~ s---. -l -\0 4~IAJOA' OR: No further action recommended becaul I ~~~~~-~~~~~~-~~~---~~~-~~~~-~ .:~ Problem has been corrected. . _ No problem has been identified. _ Prior Investigation addresses probler ( ' '\ SeeRle# • ..A Private problem -NDAP wi/I not consider because: I ", .. j . -Water originates onslteand/or 'on neighboring parcel _ location Is outside SWM Service Area, _:_. Other (Specify): I . DATE CLOSED: -ll.J '2..-/~bY:-tfL. I· ..... . KING COUNlY SURFAOE WMER MANAGEMENT DIVISION· . I ENTER [d:lfpathlfilename[.extl~A~~E~§TiGATION REPORT. o .... . . Page 2: FIELD INVESTIGATJO~ '. I··::... til m_tigstlOII: I I. I' I I I I· complaint 95-0420 DONNEL Y. CLAUDIA Investigated by Doug Dobkins on 5-3-95 Meet with Claudia Donnelly and her husband at their home at 10415 147th ave southeast The Do~eJJy's are concerned about the small creek that runs through their property. A class ill streaD\ runs along their west property Mr. Donnelly thinks that upstream development is causing some erosion amd saturating their property. I took Mr. Donnelyon a tour of the area to show him what is draining towards his property. There is no new development upstream of their property. The drainage basin consist mostly of grass and pasture. Most of the houses are located o~ large grassy lots or on 5 acre tracts. After driving the area with Mr. Donnely I didn't see any violations or problems 10 this area with the drainage. The Donnelly's live in a low area were water collects in a small channel and drains to May Creek. The other concern of the Donnelly's is a new plat that is going in on the north side ofth~ir property. This plat is actualJtJJocated in the City of Renton. There is a outlett ditch on the northside of the neighbor to he northwest which even y drains to May Creek. The Donnely's want to know if this water is being accounted for by the New Plat of I said I would check into tbisJor them. I explained that the county has no authority over this plat but I would check on the plans. I ~m~ I~~~~~~ ·1 D I 1147th ave se .1 tv' Investigated by ______ ~ _____ _ Oate. __ .....;.. ___ _ I ·0 • :J I I I: I I I 10 I I I' I I I I • (J I· )0/09/97 11:4J .J '4:!..1 UU&.I uu &. ec.. ~ .,-It I .fNe •.. King County Executive Ron Sims King County Court House - Seattle, WA 98104 Dear County Executive Sims: of:" ~~~ It .has been two weeks since I sent you my first letter. I haven't hearcj back from either oqtf 7-~ . you or anyone else, so I figured I'd write again. I made a copy of the video tape of Greenes Stream from March 19. 1997 and need to know if I should send it to you or someone else. Several years ago, when Gary Locke was County Executive, I wrote to Mr .. Locke about our problem at that time.' Some County people cw:ne out and took a look at our stream/neighborhood problem. I also received a lett'et from him. . . . Please advise me if -, should sent the tape to your office or to someone else's office for viewing. Would it also be possible to get an apology from David _ Sl John? To have him tell me that the County doesn't care about us·· we'll only be annexed or incorporated In the future --Is that the attitude of all County employees about us? Like I said, we are only 3 houses, but our property is being destroyed and no one seems to care. We also pay taxes like everyone else. Since we've been told that the County won't fix the culvert allowing water to flow underneath 148th Avenue SE t'o Greenes Stream. how are we to protect our property from future flooding that will only be getting worse? Just ignore It? I would appreciate hearing from you. .' . Thank you for your time. Sincerely, Claudia Donnelly I +-= -- -I -KiNG COUNTY SU.RFACE WATER MANAGEMENT DIVISION I DRAINAGE INVESTIGATION REPORT K O· " ,._, Page.1: INVESTIGATION BEQUEST Type __ _ I " "Received by: . Date: . .K /'3 / ~ 5 OK'd by: ' ,'File 'No: q 6 ~ {) 7 , t ----------....... ---------------... ---...... -..... -------..... -----------------1-~---.. ------------------_:_-------------... --------------- I I I I I Received from: (Please print plainly for scanning). (Day) (Eve) NAME: __ =,-p,.....o_n_n-'--~_I_I._+f1_J(----'[;::;..~-aAA-· _4,..... _£L/ __ ,---:----PHONE ________ _ ADDRESS: ___ ~_o_tf_/_5 __ I_'I_7_ih_~_l __ S_E. __ , City ______ State __ Zip 98D6 Location of problem, if different: ------------------------------------------------------------------'------"----------------- Reported Problem: .------ I I(~) ~e aLso -# ql-Du l 1 # q()~t)f Iq I I I: I I I Plat name: Lot No: L Block No: Othe~ agencies involved: No Field Investigation Needed __ _ {inrJaiS} ::~:t;f:;::t,;;;,;,t;t~i;;;t;t;:TI';;:;;;;t;A:;,;t!g;~§~{Y.Y.H.Gf.§),:~p:~;f2X:;29I~1£§I!~:['ft:!1qggeNt~?I~E.flti;;%1:;,:1;::;:;;;;~t;;~;t:,iiii;:;:j;:;t" Parcel No. /77{P '10 OdZ-tJ __ ~~~L-__ ~ ____ __ Kroll i~&-Th.Bros: Newtj,~ J Old 3SD:, , Basin mAY Council Dist 12-Charge No: __ --:----: _ ________________________________ 4« tjs?-Q ~l-D_ RESPONSE: Citizen notffied on __ "';'..,.. by _ phone _ letter _ in person '.f,.... ~ I . ' DISPOSITION: Turned to ___ on _____ by __ _ t ·'._~ad~~~h§beenn~ffie~_~~-~-~~-~~~---~~~~~~~~~-~~ OR: No further action recommended be I \..-;./~ -Problem has been corrected. No problem has been identified. Prior investigation addresses pre -See File II ---------_ Private problem -NDAP will not consider because: _ Water originates onsite and/or on neighboring parcel I Location i.s outside SWM Service Area. DATECLOSED:_I_(_'/~/1~bY# ~ /~ _' _ Other (Specify): I In -'.-) I I I I I I I; e). I I~ I I I Ii I I) I ... --... ., ...... n . ". '" .. '::;1 AUG 15 1995 PUBLIC WOI1t~S O::iECTOR County Executive Gary Locke King County Courthouse SeattJe, WA 10415.-147th A venue SE Renton, WA 98059 August 10, 1995 RE: Frustrations of a County Resident D~ County Executive Locke: - ~ D ~ct5" -£;"5 Am '.4 f995 ACTION -J RESPONSE FOR EXEC SIG. ~ieSPOND FOR EXECUTIVE --'-_ .... REVIEWED BY _____ --- __ --_f.V,f: . I would like ,to explain to you the frustrations of a ~tinty resident who is getting answers to a problem we are experiencing. The problems I will discuss arepartiall)' caused by the county. My husbattdand I. along with neighbOrs Steve and Mary Keech. live along and at the bottom a. Class 3 Stream --it has no fish in it and is dry part of the year. The county (DOES and ~urface Water Management) considers it "Sensitive" land.: Last winter we had very bad erosion problems. Above us on 148th A venue SE a property owner clear cut his 5+ acres. The stream runs through this property. We ~e getting run-off from his properly. Another property owner (Blackmun) Jives at the comer of State Route 900 (Renton-Issaqwih Road) and 148th A venue SEe Over the 'ast year or so, he has been clearing his property (which he has every right to do). Now we are getting additional run off from his property. The county's part of this problem comes from the drainage ditCh down 148th Avenue SEe Half way down the road; a culvert diverts the water under 148th A venue SE and into our Class 3 stream. Now there is even more runoff water for us. In addition, there is runoff from a City of Renton Development called Summerwind The City doesn't even acknowledge that·this is something they are to take care of. The water is coming· down the hilI and eating away at the property (in King County). Eventually it will affect us. And in th~ long-run, this silt/water/debris runs into May Creek.· . - . . Last April, just to make sure everything was done properly, I called the Surface Water Management people to see what could be done. They came out and' investigated. Last July Alan Meyers of SWM came out and again looked at our problem. Because we are only 2 home owners affected by this stream that have complained. nothing can be done. We w~re told that if a property owner's access to his home is·threateneQ or a home. is threatened bywaterlflooding, then something can be done. Earlier this week Mr .. Blackinun was doing some additional grading/clearing of his property apparentJy with no pennit. so after'talking to Mr. Meyers at SWM, I called in a violation. I got a call back from the Grading Department and they said that what he was doing was legal and no pennit was required. How can it be legal? We need a permit to fix our stream and he doesn't need a permit to fiU it full of silt --it's the same water. Our property is being partially destroyoo by the people upstream from us and we can't stop Jhem. Mr. Blackmun wants to put a development on his property and we are writing it. letter to the Planning Department to express our concerns. It is going to cost us $500 -.$2,000 to get a permit from the county and buy materials to fix our stream only to have it destroyed again next winter. It will cost more for the pennit than it will to fix the job. We pay taxes to the Surface Water Management System, but we Can't use. the funds to I :0 I I I I I I I (,~) I I I I I I I I (~) I help us. ' We were also told that it would take 3 months for DOES to review our application before we can even start -if we get approved. By then. it will be the middle of winter and the rainy, season. We will probably have , more problems this year. I know that everyone is just going by the rules/regulations that are on the book, but this is frust~ting. Will the County ever help us? I doubt it The records fI:9m SWM ,will confinn there is a problem. , I was told by one of the county employees that the squeakiest wheel usually gets greased. I wilJ continue to complain to SWM, the City of Renton and whomever until We get help. All I get from various officials are comments like, "We don't have enough money to help everyone. If you had more of a problem. then we might be able to help you." "Maybe you should get politics involved." What does it take to have a real problem? ' I would like to invite you to our house to see what the problem is. The people in SWM realize that there's a serious ptoblem~ but their hands are tied. Maybe if you come out and see some of the problems ot us "little people" maybe then someone in government will heJp us and others like us instead of the "bigger fish". Maybe the money to be voted upon for the new stadium should go instead to helping people with drainage problems. This is a Jot bigger problem that keeping the ' baseballlf ootball teams in tOwn. Thank you in advance for listening to my frustrations. cc: Mary and Steve Keech Councilman Brian Derdowski ,~' . Sincerely, . Uttul~~~ f)on4 Claudia R Donnelly , -- I I I I I I I I (~:) I I I I I I ----' , Received from:' , , (Please print plainly for ~.nning). . (Day) (Eve) C I a.udl:tV'·:-R··~·:'·L)ohn:e7lfj'-. , PHONE,.-.:.' _--'--_----, __ _ NAME: ,/0'/15 (¥:7 /hnve. S6 City '?enloiv , ADDRESS: Siate~, __ ZiP~ ~-.:', :"~ .~';~. : .:::. 'Location ·of problem, if different: -----------------------------------------------------------~,...,.., -------"------------------ Reported Problem: ·Jee ':::., - Col/r;M Glen LotNa: Z' Block No: O;:he~ agencies i:1volved: No Field Investigation Needed ~ __ (::1l':i6is; :;~::;t~tf~;;;tt;t:;;t:;Gt;;fi1~;~;;:;ij;:;;:;tT.£L§,~~::9QHsk~;L5Y.:;§XiJ;;EJt1.S:!it.:Itwig9:g9B2!~L§T;£[:~:tt:t:t;~;f:8:r;f;.;;J~;~;i;;a:j;;t:t;~ Parcel No. 177(P,tft) 002.0 Kroll 300 Basin mil Y CO:Jncil Dist 12-Charge No:_' -,-__ _ -~------------------------------,,----------'-- RESPONSE: Citizen notifi~ on ___ by _ phone _ letter _ in person -, Th.Bras: NewW2!LJ Old 351 .elC; -OtfZD !if; --::?J tf6~j" Q'5-()712 DISPOSITION: Turned to on by OR: Na further action recommended I --------~--I ( '~_ lead agency has been notified: I \~ '_ProWem~sbeencorrect~, ~~7N~0-p-ro~b~le-m~h-as-b~e-e-n~~~·e-n~ill~ie~d-.~~~~=Pr7~-r~~-v-e-m~~-a~t~-n~~~o~'re~s-se-s-~ _ Pri',lcie problem -NDAP will not consider because: -See File #~~~~~ _ _ Water originates onsile and/or on neighboring parcel I Location is outside SWM Service Area. DATE CLOSED: '---LI -KI -1h:.. by: J.R-', Other (Specify): KlngCounty Department of Public Works Vester Building 400 Vesler Way, Room 700 Seattle, WA 98104-2637 (206) 296-6500 December 27, 1995 Claudia Donnelly 10415. -147th Avenue Southeast Renton, WA 98059-4213· Dear Ms. Donnelly: Thank you for your letter of November·19, 1995 informing me of your concerns about Green Creek. I apologize for the delay in responding. The. flooding of King County's major rivers at the end of November drew sta!f members away from other duties. I would like to clarify Mr. Gettle's comments to you concemirig the sediment leaving Mr. Backman's property. The Surface Water Management (SWM) Division's process for. addressing this type of problem is through the Enforcement Program .. Since the SWM Division does not have .the resources to address all enforcements, they are prioritized to best utilize the resou~ available. As you can see on the enclosed Enforcement Prioritization System worksheet, the Enforcement Program does not. address impacts· to private property. (Private property impacts are addressed. through the Neighborhood Drainage Assistance . . Program (NDAP), which I addressed in my previous letter.) The initial step in the Enforce- ment Program is to contact the owner of the property on which the violation exists and ask them to coriect the problem. The Backmans have been contacted by both SWM and Depart-. ment of Development and Environmental Services staff and have been cooperative in imple- menting and maintaining Temporary Erosion and Sedimentation Controls. When Mr. Gettle referred to the problem on your property, he was referring to the cloudy appearance of the water flowing through your property. The only identified problem as~iated with the suspended solids in the water flowing through your property is an aesthetic one. The particles in the water will not settle out of the water until the water comes to rest for a long period of time. 'nte particles do not cause additional erosion, they do not pose a hazard to wildlife on your property, and they do not affect the capacity of the channel on your property. Although aesthetic problems are real problems, King County does not have the resources to address aesthetic problems on private property at this time. SWM personnel have spoken with Paul Lumbert of the City of Renton Public Works Department. Mr. Lumbert indicated that he had not actually spoken with any King County.· I 10 I -~ I I I 1 I 1 10 1 I I I I I I ." I U I Claudia Donnelly' December 27, 1995 Page 2 employees regarding the County's policy of working in potential annexation areas. Rather, he. made a general comment that at some point King County would stop working (and spending money) in an area that had been, or would soon be, annexed. In general, this is an accurate statement; as I indicated in my last letter, however, the NDAP willcontintie to" work on a project up until the date of annexation, at which point King County "will wait for direction from die new jurisdiction on how to proceed with the project. Mr. Lumbert also confirmed that the drainage facilities in Summerwind Division 3 have recently been maintained and are functioning as "they were designed. I regret any confusion created by a lack of communication . between King County and the City of Renton. King County personnel are aware that Green Creek is a tributary olMay Creek," and th~ .. SWM Division is currently preparing the May Creek Basin Plan, .which will be submitted to .the County Council and affected cities for approval in 1996. The Basin Plan is a comprehen- sive ·study of the May Creek basin and includes recommendations to improve water quality, improve wildlife habitat, and reduce flooding In the basin. The Basin Plan does not contain any recommendations for Green Creek and does not identify it as a significant source of sediment or suspended solids. " Thank you again for your continued concern" for Green Creek and the May Creek Basin in general .. SWM has many volunteer programs for people who are concerned ·about the water ". "resoUrces of King County. If you would like more information $out volunteer opportunities at SWM, please contact Anne Bi1d6, Cedar River/May Creek Basin Steward,. at 296-1908. Director PT:bgao Enclosure cc: Paul Lumbert, Office Engineer, City of Renton Public Works Jim Kramer, Manager, Surface Water Management Division AJTN: Dick Thiel, Manager, Engineering and Environmental Services Section Anne Bild6, Cedar River Basin Steward, Watershed Support Unit I ----I a I ':~ KING COUNTY SURFACE V'lATER MANAGEMENT DIVISION ,DRAINAGE INVESTIGATION REPORT, , ., Page 1: INVESTIGATION'REOUEST Type...u Heceived by: lito··... ." ... , .' .' Date:: ; ~l~ Ltf{P _ OK'd b~:. ~ ___ Fil~1:~ qf.f>::.!.Y:~ I I I . _ .. _-_._--_.-_ .... _----. ...-~ ... -.. --~--~~-.-, -,.--" . ,~. . .. . .... Received from:' , (Please print plainly for seanning), . (Day)' , (Eve) "c '"L~cation of problem, if different: , " , ' ," ~.I.:~,. •. • _~. _____________ ~-.-------... -----------~---------..:....----.. --..... ---... ----.. --------. - . "Reported Problem: D'~',.' , "': ' A.AY.tJO!+ 1ivrn ". r fJiwz!q Rei fJ.tr~ (a)A.s-u! fkh/~ .w~. ~~. Pf!W/-y ~ kv· Nd1hbt>~I0~ fa>l-( b~hmq')~ .. !w:lUaqh6ov d-uy. ttfr.encA Ct/[;nJ---kr p~ I .[;; dnw1 hl5 S-uY{-p.c-G .• uJcv/.u-~1JD fh'-k her I'~. i~ V+re-r<.,. fA ~W41ffn-k (LL4.../fUr; /She d;c51-.· C()~ I O~ '-fJ PO b i-ern,f hei«Je.u . .:fIub" '1'n7F-u.-i1-c<;, I I I I I, I I I :1_. ____ . .. I':'L • lei";. Lc~ t-:ci: 310ck No: , , . Oine!' c:g:nciss ;:1\,o''.,Ieo: C,o:.Jncil Disi J 2... C!1aige No: -.,---"--------------'----- RESPONSE: Citizen notiiied on 2-2rft ' by .-X. phone _ letier _' in person . '~ Ie-PI Me::~1:... ~'~r-J~ ~ksl2r e.'k, 'R~ IS h14{""-k,~ J>y . . ~ slt..J:t... ,.of W461,,""'ffol1• Se .. f fA... C0.6~~ Scrv.'Lc.... Cv.u-J.-, JO~I""(J. DISPOSITION,: 'Turned to on by ___ _ ,------'----OR: No f~:iher action reco;nmer.ded lr-Lead agency has been n'otified:, fdG ("SDo:r ' .' ' _ Problem hc.s been corrected, _ No problem has been identified. Prior investigalion addresses I -See F,le :F. ____ _ Privaie problem -NDAP will not consider because: Water originates onsile and/or on neighboring parcel , -Location is outside SWM Service Area. DATE CLOSE~ 7../ ~9/ 9£ bv: -1t1 fi ___ Other (Specify): I IO"~' Ie" . I I I I I I Ie) I I I I I I I I U I . complaint 96-0143 Westing, Kate Investigated by Doug Dobkins on 2-21-96 Mrs. Westing lives along SR900 and is concemedabout the runoff from the roadway impacting her home. There is no street drainage in front of her home so the water runs from the road frontage. of the property to the west to the . Westing property. It appears the water ponds in the front yard and driveway against the. house. Also contributing to the problem is the downspouts don't connect to a system so they flow into the same low area as the road runoff. It appears when the water gets high enough it runs towards the neighbors to the east. SR900 is maintained by the State. I will confirm that this road is not maintained by King· County. If maintained by King County then information will . b~ forwarded to King Co. Roads. 5 i. q co i.s. ..".~\ "'~ .,.....J. '<> ~ ~ 5k..\c.. 'X \..,o...J :\\ c.-lo-f>'C.-(,,'l"'C.. uJ ;~"'-L_h:.~~~~. ~ -. AI --. . u ~~~ = SR900 11 ..J . I In , ... -.... . KING COUNTY SURFACE WATER MANAGEMENT DIVISION DRAINAGE INVESTIGATION REPORT Page'1: INVESTIGATION"REQUEST . Date: . 3/1.3 /9 (p OK'd by: Type~ qro~ 75 I ,. -Received by: File "No. I I I I I I Received from: (Please print plainly for scanning). (Day) NAME:._----=J)=. ·...;;.o-'-n-.:..n-L· "=::~;;:.L0"";;'"?(I-'IL---::CIt-=----au....;....;;..:;.dLtJJ=I=-=~ ____ PHONEo ___________ _ ADDRESS:_·_IO_~.....,I.5 __ /_'1....;..7_/h_. ~_:e._S-,-£ ___ City 12-U1:17511 StateW t:l Zip '1 ?~ Location of problem, if different: Reported Problem: -·S~"""·" )tJt.;t}cIlED ~" ... " ",. IC) I Plat name: Lot No: d.. Block No: I I I I I I I I Other agencies Involved: No Field Investigation .Ne~ed __ _ Basin In;q Y Co~ncR Dist .. rp Charge No: --'----- RESPONSE: Citizen notified on ___ by _ phone _ letter _ in person DISPOSITION: Turned to on by ---------'-. ---OR: No further action recommended becau . _Lead agency has been notified: __ ~_~_..,----:-----,~--",,,...--,, ____ -=--:--...,..-,.-.~~-:~ ___ , U_" Problem has been corrected~ _. _ No problem"has been Identified.· Prior investigation addresses probler -See File # . _ Private problem -NDAP will not consider because: " _ Water originates onsite and/or on neighboring parcel LocatIon Is outside SWM Service Area. _ Other (Specify): DATE CLOSED: ~ .1::J...J.2.JtL by: #- I , ..... ~/". . Jl(b3q (jj ~~~ I 0 .. _' .'-'. R'C'C.B1V£D MAR ·8 .D Jtt\,..:IVEO I '--\.A~R \L \Sq{) 10415 -147th Avenue SE lONG COU~N~TY~=~~- I I I I I I 10 I I I I I I I, .U I \"\1-\ Renton, W A 98059 TO:.h lC.\NG COUNT( O\P,~CiO\\ March 3, 1996 . DUE~DAoQ,T"'=E:~~~~~!=-li.- AA1\lAAlI\t.SQ\.\l\CCS AUTHOR,_~~~~~~ NOr£.: FrCtV~L5 \~uJ.td> SU8JECT:,--.II:~¥.IIO::~~~_ County Executive Gary Locke King County Courthouse Seattle, WA . ... ACTION / .RESPONSE FOR EXEC. SIG __ ..... ,RESPOND FOR EXfCUTlVI RE: King County Giving Permit Granting Authority to Renton REVIEWED .Y_~~ __ _ ____ ---J,.yJo Dear County Executive Locke: u.~ ONR,to1 (~-fiu I would like to explain to you the frustrations of a.county resident who is getting no answers to a problem we are experiencing. You are our top County official who is running for governor. I would hope that you are also concerned about damage being done to our environment and the flaunting of ruJes that I have seen or heard about Just north of our house is the development of Stonegate. In January 1995, this property was. annexed to' the City of Renton. After talking to a Department of Fisheries person in November about some erosion problems in that development, I was told that the City of Renton has a poor environmental record. This person also told me that every.time he hears the City of Renton that it raises a red flag in his mind. This development has a habit of doing work on County property without having the proper permits. An example: At the north end of 148th Avenue SE, there is a bridge going across May Creek. The developers had private contractors put in a little walkway over the bridge and put a water pipe under the bridge without having the proper permits. How do I know this: I was told this information oy someone in the Public Works Department This developer is now getting the necessary permits or intergovernmental agreement. On February 21, a contractor employee did some clearing work on a right-of-way on land located in this development. He then crossed over into property located in King County. This property is also located near a Class 3 Stream. There are no erosion barriers in place --just straw. (See enclosed pictures). If we get another heavy rainstorm, there is going to be alot of erosion coming down into that stream and going into May Creek. May Creek; by the way, has salmon in it. When· I asked this gentleman if he was going to put up the black erosion barriers. he said no. Then I [old him I was going to call the City of Renton officials. He said, "Do what you have to do lady. ~'. So, I called the City of Renton officials and they gave me no satisfaction. Then I called alarid-use violation into DOES, I called SWM and filed a complaint, and I called another County office in DOES concerned with environmental issues. I also talked to a lady in the land use office and she stated that this development/contractor had no permits to do any type of clearing in King County. Since I didn't get any response from the County. I also called the State Department of Ecology. On that Friday, I got a call from an inspector and she said that the County would fine the developer for not having permits. Then I got a call the next day from this same lady and she said that Renton had all the permits. I did not understand what she meant. In addition, I received another call from a different DOES office who said that I shouldn't call the Department of Ecology. Well, if the County doesn't care about this land then' maybe I should Call the state. This afternoon, I spoke to someone in a DOES car and he told me that King County had given the City of Renton the authority to grant whatever pennits it wants for work on County land. How . can that be? If we did some clearing by this Class 3 stream, we would have to get permits from the .- I I I I 10 I I I I I I I .0 I ~.' ~ County. Plus we would have to put some erosion barriers. How are we going to. protect this stream from damage? The City of Renton surely isn't going to do so. Last November I called the. City of Renton about environmental damage (that I had pictures of) that was occurring in this, development. This Renton official only got concerned when a Department of Fisheries person came out to do an inspection. Who do we call to complain to when the contractor screws up on County land? No one in the County seems to care about this land except us. ' Do you also know that the City of Renton wants to vacate a portion of a County Road--SE looth Street. The City of Renton is trying to do this without. all the necessary permits. What gives the City of Renton the right to do this without talking to the County? I have been told that the City. i's now talking to the Department of Public Works about vacating this road. Again, this is happening after the fact . . Sincerely, CI f/4£ f<£Jrr;~ Claudia R. Donnelly " I'k: I I I - I """":"'" ".: ,,~v, ..... , ,'U'V<&W," I I I I I I I I I I' I I ~~~~~~~~~~~~~~~~~~~~~~~~~~~/ 1.1. /4 R ParceINo.3lYbS40~ OG1O --'$DKroU ~'G' Th.Bros: New "~~~=P?: Old .3?Dz Basin MrtY CounciIDistrict~ Char~o., ____ ,_, _____ _ REsPoNSE: Citizen notified on * {l f by: __ phone ' tetter ~ in person ON SITtr-\.' /J C L..dJ' e p ro c (ret d fG ,,'of',.J /i!J rJ F<:>IL . ~,sfo.s;-r(~ ~ t9.L A..~O/) " Y' r /1"" rc.. OV'/J-v Ii>' F e l)tJ J/eyMFcc.p , DISPOSITION: Turned to on _--<-'_-,"1__ by__ OR: No further action recommended because: __ Lead agency has been notified: _____________________ ~ _ .. _ Problem has been corrected. _._ No problem bas been identified. '__ Prior investigation addresses problem: ' " (\. , SnF'n.E# __ _ I '~Private problem -NDAP will not consider because: , , ~Water originates on site and/or on neighboring parcel. , ~Location is outside WLRD~e 'ce ea. _' _Other (Specify): I . DATE CWSED: ~, !Z-fJ tj By: . V1I/~13 .,; I :0 I I I I I I I I I I I I I I ( ) , .... ;;--....... Complaint 99-0196 Gallagher Investigated by Pat Simmons 03/11199 +W" 72."~ I met with Mr. Gallagher, Bob Arthur(City Of Renton) , two other city of Renton officiilJs, and two other people from Chaffey corporation to discuss the a flow of water across two lots of the Stonegate development The water comes from the East to the ditch aJong 148th Ave. SE flows about 200 feet along the road then under it and through two private lots then under 14']'1' Ave. SE and into a field toward. the development. The water then runs across the lots to the area were it seems to infiltrate into the ground. They agreed that the water needed and could to be collected and conveyed across lots in.a pipe. The .City of Renton and Chaffey needed to workout a few details of the plan before the houses could be built. Lot 53 Lot 52 ,/ Drainage Pad). . 147'h Ave. SE r 14Stb Ave. SE 12" Cone NTS ','. , I' ':" I I I·'" I I I I' I ~'. ';. .'~, . '>, ," " "' .. .':';';'.\: 1=1&t6t-.~ a:r#{1J:,c(,,~ ... ..... ':, .... ..,.: . 2.· •. ···.· '.~' , , ," . '," ,,\" _.,,' ..0-" , •• ~" ••• '~" • . \,-" -.-~ " ", I \,-~) ' ... ~ '", ',,' I I I I I I 'j.- PJat name: LotNo: . .... 'BJockNo: Other agencies involved: . No field investigation required:.-.. __ "f;:~";::;,-~-,:·::::~~:·:;::::;=~:,::-::;.::""":::;;.;'=~~:==--=="'~~~~~-:'!;;;::.:-~r~~·~"':.;:;;,;::,,,-,;,-,,:::~,,,,-;::;-.;::::-:;;;;:;;:;,,~~-=;--,,--:;. .... ~'":;'~'";-... Y::;:~"'~;-::-;::"~';-F:;~·'::=:~·:-:;~';-:;::"''''''":':"'':::'=::;: If; ,,'.. . ' 'H:~ 1l:]:,/r("j,ri":J 61",i~TI ,;": ~': I'Z~ jJr:"!Ii'{I.:w"f~T:{;;l"f:~_ ,,:,;\,'~'i!J~f::" " I'~H'::'::'~.!:'=-~:"~_".;';,':"'~~~.!:"~· _£... .. :::~..r~:~: ... ~'.:!:!::~E .. =:?~21.!:.~ •. _.~..:!...::;~~:..:.:~....:':::,.:$""~.:.:!~~;:',~.~~::2.;.~~;...::..:=.~G.!..:.": ___ :~;~·,::;:!.;:::=-~...:=...:._-_~:~._.:.:::::...:~;...!..!:.::;:.~~..::.:::.:::: ~ S T R hrcelNo. Kroll . Th.Bros: New Old Basin Council District Charge No. RESPoNSE: Citizen notified on by: __ phone letter __ in person DISPOSITION: Turned to _ on _---..1_--<-1 __ by_' _ OR:' No further action recommended because: I --Lead agency has been notified: ________ ---,---,-___ ....;..-__________ _ . _._ Problem has been corrected. _" _ No problem bas been identified. __ Prior investigation addresses problem: . ( , SEE Fn.B i# I ~L Private problem -NPAP will not consider because: ---- -Water originatesonsite and/or on neighboring parcel. ______ Location is outside WLRD Service Area. _. _._Other (Specify): I " DATE CLOSED: ) I r: If'? BY:~ ~AO'~..Jo' Ev/ If! I l-.--'~s:h~=a=n==~~~n~~~--~~"----"" b From:' I . ,--Sent: To: Norton, Ann Thursday, April 15, 19993:15 PM Shannon, Kathleen I I I I, I I Subject: FW: Citizens rights? Do we have any? ---Original Message-- From: Bissonnette, Pam Sent: Thursday, April 15, 19992:01 PM To: Hansen, Nancy Cc: ' Klpp, Greg; Welch, Maureen; Sims, Ron; Norton, Ann; Tanaka, Paul Subject; FW: Citizens rights? 00 we have any? . . Nancy, another one for you. Would you please have your drainage section coord w/DDES and provl". ;f please treat as ccf. thx all. -Original Message- From: Sims, Ron Sent: Thursday, April 15, 19997:09 NIl To: Klpp, Greg; Bissonnette, Pam Cc: '!hedonnellys@lnfoconex.com' SubJect: CItizens rights? 00 we have any? Pam and Greg -please fOllow-up and report back to me, thanks. -ron Mike and Claudia DonneIIyfSMTP:thedonnellys@infoconex.com) Wednesday, Aprtl.14, 19997:33 PM Sims, Ron Derdowski, Brian Re: Cltize,na rights? 00 we have any? I I I >Dear Mr. Sims: I found out some.information today and felt even more >frustrated with Ke, so J figured I'd pass it pn. I finally talked to a >person In Renton who told me about the meeting. It was with someone from , >Surface Water Management. The Renton person told me that he didn't >remember his name. Well, the SWM person said It was ok with him to put >the pipes where he did. That Renton official also called me a IiClr. I >saw work being done in KC -but by the time Renton officials got there, >the developer had "fixed" the problem, This is what made me mad. On 148th Avenue SE, north of State Route 900, I are two culverts diverting water from the ditch along side 148th, under the road through people's yards and into Gre~nes S.tream and then onto May Creek. My neighbors and I get the water from the first culvert -500 feet I north of the State Route 900. We have tried for years to get help from SWM. But since weare 'onlY 3 houses that flood out, have erosion damage, etc., we 'don't count/rate. I wrote you previously about this problem .. I eventually told SWM to forget us as we were 9 out of 9 probjects. This I personmtold the Renton City officials and the developer that if the water got to be too bad coming from 148th at SE 102nd ST. and it started flooding the nice new homes that are to be built In Stonegate, that the County might have to fix that problem and divert the water to May Creek alongside the I road. DOES told another lady that gets the same water and is wrecking her I property NO when she asked If she could put a pipe in to channel the water ~a~·-'''fotect her property. WE DON'T COUNT --BUT A DEVELOPMENT IN THE CITY .ENTON RATES'HIGHER PRIORITY FOR KC SWM THAT INDIVIDUAL KC HOMES THAT I A HAVING PROBLEMS!!I . I wrote to the Growth Management Committee and the Committee for I Unincorporated Areas that years ago we Signed a petition to help get Cedar County formed as KC wasn't doing anything for us. This goes'to show you that we were right We don't rate -but a l::arm" rt.,"ol,.. .. ~--· ... - . . ,,,"lion •• ? I' I···· I;: I :,;,::'L"OC ":atiOn,:ot I I I I 11--) \'-""'" . .' I, . . Plat name: .'tli Other agencies' iriv'olved:~· • . No field iIivestigation required,---, _ I· I I I I . 2E .. ~ .~ s· 6 T R Basin MIr( o 11£R40 a;tJJ) Parcel No .. ______ ~· Kroll' ?fXJ . Th.Bros: New' CO 2(P1lJ J to Old 2)5 D2-. . Council District ~ Charge No., ____ --,. __ _ RESPONSE: Citizen notified on tf<J -z..a -f' 9 by:. ~ phone letter _. _ in person trPY-~~.r ~.;z:: Co_/tl ~ .e;~ ~~/_~ . 1>0_..J· s::~~ IJ..A"""" T"~/r ~ :~ ~~,. ~ )i;#a--; ~ ~T 70 &-'~/ ~ U-4.<:r:>1 a-..J DIsPosmON: Turned to __ on / / .by__ OR: No further action recommended because: I L Lead agency has been notified:._---40WDl.~~:....c;::::..:,..::::..._._b_=_..:O=__...lTI.__ ___________ _ . "--:-Problem has been corrected. _._ No problem bas been identified. __ prior investigation addresses problem: \ J' . . .' SnFILKt# ' .. I · ~ Private problem -NJ)AP will not consider because: .' . . . Water originates on site and/or on neighboring parcel. Location is outside WLRD S~~JJj . . _. _Other (Specify): I· DATE CLOSED: 1(J~l5i /7 By:' ~V .. ..d? ~ -:;;:::: )/" -r-,"'\ /) -:::-- I I I I I I I I, I 10 I' I I I I I I· .<J I Visited the site on 10·14·99. Nobody was home at the Donnelly residence. Went up to Renton Issaquah RD where the construction is taking place. Talked with one of the project managers. There is a swale that runs to the north, that ends up running into May Creek. I cou.ld fmd no signs of erosion taking place. The project manager stated that they remove the dirt from the site and fill with sluny. It iS,a day long process and they do not leave a trench when they stop work for the day. There is this type of work occurring all along SR-900 down to the City of Issaquah. Runoff Swale approx. I mile away Area's of work. SE May Valle, RD Donnelly's Property j r := NIS I, I I I I I I I . . ~,:. . .... ',' '" , ',;~.' ... " .. ,~. " "" '.;', ,",. ',' ,j' Ie) I ;:;.; ~b~et~~~Uivolved: . .;-.' . '. , .. ' .. ~ oJ :,', ", •••• r< .; .:,~~:.:~~~. " , :.,::::"", ' i.»~ ", ':.~~~!~~~~;~:{ i~i~:¥ ' , , I316~~;~o: \ ~'h~'.~~:" .\~. .; ,', ',.,,' 'i.~,N6."~eld inv.estigation req~,ired ____ _ I I I I I 5 R ParcelNoOZZ'Zb5qO'~ , Basitl /IJf1 V , Co~ncil District ~ Krollgt? I Th.Bros:New ,~27 R~ Old o?53' Charge No. ________ _ RESPONSE: Citizen notified on if, .h!9~ ~~.-r' 'Cc:r~'f l""O 'W <7Por., by: __ phone _____ ' letter __ in person, DISposiTION: Turned to on / / ' by__ OR: No' further action recommended because: I -.l52 Lead agency has been notified: __ , ~W~~....:('~~~_b~....;.o_-....;.I ______________ _ _ ._ Problem has been corrected. _' _ No problem has been identified. __ Prior investigation addresses problem:, (' "J' " SEE FILE 1# ---- I "-L--Priv.ate problem -N,DAP will not consider because: ___ Water originates onsite and/or on neighboring parcel. , Location is outside WLRD Se~ __ ' Other (SpecifY): I DATE CLOSED: lo/:l~22 By: ~l/ !! RfrO Sr D{) 'r I I I I I I I I I 10 I I I I I Complaint 99-0725 Anenymous Investigated by Chris Treichel 10/19/99 Visited the.site on· 10-19-99. Thisis in the southeast roadside ditch at the intersection of 148'" Ave SE Renton Issaquah Rd (SR-900). There is currently construction taking place within the roadside areas all along SR-900 by Cannon Construction, installing fiber optic cables. This area was part of the wor~. The ditch receives run offfrom the east, south via a swale and south via a roadside ditch along Iho cnstslde of 1481h Ave SE. The water flow's northerly under SR-900 via a 14" cement culvert and cUlllillllclIl.lOrtherly to May Creek, which is approximately one mile away. There did not appear to be any ~cdillll':llt 1~1 the water. The ditch does have reed type grass and straw down to "clean" the water prior to noWhl~ IlIto the pipe. 14813 SE Renton Issaquah RD Drive and Parking 14" Cement Culvert r Swale es IE Renton Issaquah RD (81-900) j r :I ~Dllnrnrtt &$7110 N I I I I NAME: ('j~ htOrJo/~:· ... . ..... ADDRESS:' \'04:-\ 5 \4:j4kB\IESE- " . ';:. ,', Location of proble~ if different: ," (Day) (4-25) . (Eve>. .0..;..( __ ) PHONE 2f2? ~+31:0 __ '-'-' __ ____ City ~ . ,State, __ Zip .q~. Reported Problem: CALL ~T o (Would Like To Be Present) , ' ~i\l\ A-r\~fl~~ lOl~ \4-~.f".. ~S~ l.o C~ ~ ~opuu'va-- up -Iv -#-e.-~ ~ ~ ~ ~: ~l~ La C~ ~ ~ JA:~ ~, ~.n...,. \A 0-\. uj tU+, ~" vJ~ ~,~ ?V~'~ ~ ~ Cl~ 1¥>~' "to..) CL-'~:ttr.~ vtv ~ ~, el~ I· ~ ~ 'p1>lOliflLO t-OtW ~" o.lrlnN-eA..t~J U:>'~ t!AUQ. ~ ~ .h7J' ~,lrr.io ~ AdA-~ ~M lAto 'I-hWJ ~ ill I I C) );JttJ-0Vlt\--pI ~c:1 ' Lt'. ' I I I I' I Plat, name: Lot No: Block No: Other agencies involved: .. No field investigation required. __ I '!'~ l' -~:"'='=-~~~-:;'-;;'-:;'~~~~K";~'~~";=;-~~~'~~~:;:~~~~" • "~:~r.~--~~r~~ :;:-;::~:~;~=:~~ r{'",""~:_~~::~~~;-fP~::'-:":;--=~::;~: ii.:';;;;;::;:~' ~:-.~"1"t'~~-I?,,;.-.~ . .,~-;;~r~ '",~~~"~=-;~~~-~"""r 11 . . . ,f\~ Ii u,~ ,I (9) .. i.H1"J ~,~, 'J.~ .. : !,<I,~)v.I.J 'of, v I~~ I .. d ,{,~~ '(('''<;' " .. ";W, \i "~ ,', ""'. / , . ,'" , J.:':J...L:~~==.:::!:::.::.l::..~.!!! .. ..::::::!~,::-=-~ ... ~;'..';.!.,:~...!!...~::::.:.!.!-':..=.::::"!'::£:'=L~':!-=2:r.:'::f.~::.::..":£e_::';..::t.':""';' ... ~ .. :L·;;:?~:"':'~;:d;'E-&..:...:~1:\:!,~ ... ':5:~::""2.: .... .:·!.~~:L:...::=:::...!::t:::..~'!.J-...!.~!:._.:.,:.:::~:.::..'!:!:~.:'.:=..::.::.:--=--·~::.:.~ .... ..'.::..:. __ :..-!.,:..;.:;::;;!. 5 S T Basin H/fY Parcel No. 111 (p4 (){)O ~ Kroll J5a?e. Th.Bros: New 102u:fl3 Old ~Cft . Council District ~ Charge No. _______ _ RESPONSE: Citizen notified on j"'U,..O 0' by: _._ phone. __ letter __ in person V' e-~ tk71L/ cr' j)[J {.:::-5 I DISPOSITION:' Turned to on I I by__ OR: No further action recommended because: I . -tt. Lead age~cy has been notified: . Df}c5 C:;Pc.~ 6,c/r " .. ,_: _, Problem ~ been corrected. _._ NO' problem has been identified. __ Prior investigation addresses problem: l ' ,~~# . I -,._1_' -Private problein-NDAP will not consider because: ' ~ ~ .' Water originates onsite and/or on neighboring parcel. ~ ~ __ Location is o~tside WLRD S~~~ _. _Other (Specify): S '; I DATE CLOSED: Z I r I f!t (;7 By: ' ;~ .MCtJ7t7/'?72'-?\~ I :0 I I I I I I I I I I I ( ) I J I RiIII,~~_l1~M1"~~g;;l1l{WJil!~~iIl~~W,li"'f~"-'~I'J"~'.";~,"'" ~ ~J~~t t ~I.",~~, ~ , ,~. ~ ~,·J2t~"1~~'B~~~~~~~t~~~~t\~~~~i~~1~~~att.~t.~~~~ From: , Crawford, Curt , Sent: Tuesday, February 01, 2000 1 :29 PM To: Gettle, Larry Subject: FW: Surface water problems Please plan to join me in a meeting with Nancy at 3:45 today to brief her on the Donnelly problem. Thanks, Curt '--~--Original Message----- 1!Rli1!~~lt'~~fJifilf .. Wti!~m~iitf/~:~¥i.{;-0:-",~";;:','<: .. ;t'.;.'.i::f; ;~:;,,( ::;; Sent: Tuesday, February 01,2000 12:55 PM To~ Crawford, Curt Subject: RE: Surface water problems we need to discuss as 1'1/ be put on the hot seat wllrons on Friday about it. Seems like we're taking lots of heat for DOES ... -Original Message- From: . Crawford, Curt Sent: Tuesday, February 01, 2000 12:36 PM To: -Hansen, Nancy _ Subject: RE: Surface water problems No, unless you want an update on that. I was planning to ask you more specifics about your discussion with Seattle on the manual. Curt -----Original Message----- From: Hansen, Nancy Sent: Tuesday, February 01, 2000 12:14 PM To: Crawford, Curt Subject: FW: Surface water problems Curt, l'understl3nd we're meeting this afternoon at 3:45 --is this one of our topics? Thnx. , ----Original Message--- From: Bissonnette, Pam Sent: Tuesday, February 01,200012:02 PM To: Tanaka, Paul; Hansen, Nancy Subject: RE: Surface water problems Nancy, Please let me know when and how we are going to respond to this. Please get w/DDES as well. I expect Mr. Irons will be asking about this when you meet w/him. We are scheduling each Div Mgr in to meet w/him. We are starting w/SWD today on their pressing issues. -----Original Message----- From: Tanaka, Paul Sent: Tuesday, February 01, 20009:49 AM To:.Bissonnette, Pam; Hansen, Nancy Subject: FW: Surface water problems I I I I I I 10) I I I I I I I ( .. • ..) I . Pam and Nancy: fyi. Paul -----Original Message----- From: Mike and Claudia Donnelly [mailto:thedonnellys@oo.net} Sent: Tuesday, February 01, 2000 7:36 AM To: Gettle, Larry Cc: Irons, David; Tanaka, Paul; Arima, Debbie; Wilson. John-Arthur; Crawford, Curt; White, Fred Subject: Re: Surface water problems 2-1 Dear Mr. Gettle: Thank you for responding. However, it is currently raining very hard out here and when I drove by Mr. Afinson's property yesterday, nothing had been done. I will be checking the stream as soon as it is daylight and will let you know what I see. As I mentioned to Mr. Irons in my response to him, this isn't the only. incident that KC seemed to look the other way. last summer. when the stream bed (Greenes Stream) was dry, a neighbor down my road, dumped 4-5 dump trucks loaded with top soil into his back yard. His back yard borders on Greenes Stream. He put no erosion barriers up or planted grass -nothing. I still . think there is just dirt back there. Anyway, I called DDI;S and filed a complaint. I was told that because the stream was dry that DOES didn't care about all the dirt. I called Governor locke's Puget Sound person and he told me to call someone in Seattle. Then I sent a note to someone in the Dept. of Natural Resources. I got a reply back, I'm not say from whom: saying that because KC Dept. of Natural Resources had over700 miles of streams to take' care of (and ours was dry). he didn't care about possible,erosion when winter came. I guess we just don't rate. And then this. Like I said, as soon as it is daylight, I will check the water quality to see what I can see. Claudia Donnelly GelUe, larry wrote: > Good Morning Claudia: > . > Please excuse my delay in responding to your phone call and e-mail from > Thursday. > > My records indicate you called in your concerns regarding the clearing > activity at 10730 148th Ave. SE on Jan. 14th. As part of our initial pre > complaint investigation research we determined that DOES Code Enforcement > has an open enforcement action on the property (E0000060). Ie-mailed > Elizabeth Deraitus, Code Enforcement Manager on January 19th requesting a > status. Elizabeth responded identifying that the case was sent to Site > Development Services (Fed White 296-6783) for assignment and investigation. > I 10 I"~ I I I I I I I t{~) I I I I I I I . IICJ I , , ~~~~~~';J~~~~~~~>fi'f.'a1~~~':;J~,'l§.;~r,~~~t~~~~~ .. ~~: ~';'7jJ~~=,~:~'<!M'?F1lr~~~lw.".t=m'~~~~;~:~1f;;i1i'<j~"lt~'!i":~;"f~,·.";l~Y.;.'r:l,~~;J;W~I;R;'j.l;'.;~~:;':;~~"~~~'~:'.t",·,,;·!if:(, Sent: Wednesday, January 19, 2000 7:47 AM To: Deraitus, Elizabeth Cc: Evans, Glenn Subject: Clearing/Erosion Complaint Claudia Donnelly E0000060 Good Morning 8eth: We received a call yesterday from Claudia Donnelly. She reports that the property owner at 10730 14Sth Ave. SE is clearing his property lip to the drainage ditch (not sure if it is the roadside ditch or?) She is concerned about lack or condition of TESC facilities. I checked Permits Plus and identified an Enforcement action, E0000060 at the same address .. It appears action was recently closed (1/13/00). Is this the same problem?, Was it closed because no problem identified? Do I have to contact Claudia? Thanks I I I I I I I I I ":"Acc~~s,·Per~;ss;o~.G'imted D" " ., . :...... . , . '. .. ,;' . " ,:~ , . .. ~'. ,',',' .,':, .,. " ."{)eL~'~ I [(~) \ . I I I Plat name: Parcel No.117W~ . .... LotNo: '.'" . ,-:. ,': .. :; : Block No: Kroll ~-Th.Bros: New v;()..0.l5 ",: I I I Basin~ Council District L Charge No. ___ ---'-____ _ RESPONSE: Citizen notified on _______ by: __ phone __ letter _. _ in person I DISPOSITION: Turned to on _----:../_---=-1 __ by __ OR: No further action recommended beca~se: Lead agency has been notified: ______________________________ _ . ! ( )_ Problem has been corrected. __ No problem has been identified. __ Prior investigation addresses problem: I . ,--. SEE FILE # __ Private problem -NDAP will not consider because: . ___ Water originates onsite and/or on neighboring parcel. __ --=Location is outside WLRD Service Area. Other(Specify): DATE CLOSED: :3 1021 10 I. By: 6 .. ~ ~ .... ~ I I ·0 I I I I I I I I f(-» "'--- I I I I I I I \( I --' I ) / Dear Mrs. Donnelly: King County Executive Ron Sims has asked me to respond on his behalfto your email transmittal of January 30, 200 I. Thank you for expressing your continued concerns regarding the water quality of Greenes Stream and its impact on May Creek. I understand how much you care about the health of May Creek as a long time resident of the May Creek basin. I am writing to let you know the results of our investigation and what we plan to do next. Staff from the King County Departments of Transpoitation and Natural Resources completed a-site visit on January 30, 2001 to assess potential sources of contaminants that are entering Greenes stream and May Creek based on the water samples you collected. Water Quality staff in the Department of Natural Resources,(DNR) reviewed. the analysis performed by AmTech on your water samples of January 4 and 5, 2001. Based on the information provided to you by AmTech, we recognize that oil is entering Greenes stream which is a concern. As only one sample was analyzed for oil, it is difficult to determine if the oil was from a one-time event such as an iritentional dumping of oil, or from an ongoing problem within the watershed. The rainfall event on January 4,2001 was the fITSt heavy rain in over 2 weeks. This "fIrst flush" event would have elevated polIutant loading into all drainages. However, we are still concerned that oil and grease is being introduced to the stream system, which discharges to May Creek. The regulation that currently exists to control the release of contaminants from residential properties is the King County Water Quality Code. Ifpollutant discharges are observed on residential properties, the water quality code does allow for recommendations and technical assistance to property owners to reduce and eliminate pollution generating activities, such as vehicle repair and increased erosion control. Our fmt response to these problems is technical assistance and education. However, violations of the water quality code can be issued to-residential property owners if best management practices are not implemented or an intentional act of dumping pollutants has occurred that is well documented. . Although the samples you had analyzed do not provide us with data that can be used to enforce our water quality code at one specifIc site, through additional investigation and sampling, we may be able toidentifY sources that would allow us to pursue our regulatory authority of the water quality code. Our sampling and monitoring will include all areas where stormwater enters Greenes stream through pip~s Or ditches. These additional investigations and sampling procedures require the approval from private property owners for access to their properties. By gaining access to private properties we can assess activities that may be contributing to water quality degradation within the May Creek watershed. We will continue to work within our regulatory guidelines and authority to assist property owners in implementing source controls to reduce pollution generating activities that affect Greenes Stream and May Creek. DNR staff will keep you apprised of the work being completed in the Greens stream basin and the results of this work. If you have any further questions please feel free to contact Susan Clarke, Engineer in the Water and Land Resources Division of the Department of NaturaJ Resources, at (206) 296-8311. . I I I I I I I I I :A~t~/il'er';";;si~~ G~~,;ted'D ' .' Cali F;j;t.' (wotild,illce To: Be Pr~~~~h ' ". , ' ... '::t~ .. ~'~';:%;{j;l"'.J5:!f!J&;Jj,: '.'", " ';';';: . . . .. ", .. '. :"'; '.' .':' » .. '-.J 1(=) I I I I I I Plat name: Lot No: Block No: ~~~~ 'l4 S T R ParceINo.!7761{)JO:lOKrou/tJ(J£Th.Bros: NewtoJta J5 Basin IIJflV Council District M Charge No._~ ____ ---,-__ RESPONSE: Citizen notified on ______ -.-by: __ phone __ letter _ in person DISPOSITION: Turned to on _--!./_--,-I __ by __ OR: No further action recommended becat.Jse: I __ ~~~h~~~~:~ ___ ~ _________ ~ _____ ~-~---~- i( ')-' Problem has been 'corrected. ' __ No problem has been identified. __ ' Prior investigation addresses problem: I "-..... ..-' ' , SEE FILE II . __ Private problem -NDAP will not consider because: " ___ W,ater originates onsite and/or on neighboring parcel. I Location is outside WLRD ~e~ice ~rea. DATE CLOSED: () 4? /I,;J... /6) I By:<S3=....;:. .. --'Cf1a,/=-.;;..-,t» __ ...;:Other (Specify): ' I I I I I I I I I I -I I I . , .IU I ..... ~ , , From: Sent: To: Hansen, Nancy Thursday, April 12, 2001 5:20 PM 7.-00 ( -V (Sle: Subject: Lackey, Brent; Evans, Glenn; Clarke, Sue; Sleight, Brian FW: Greenes Stream and May Creek FYI -Original Message-- From: Hansen, Nancy Sent: Thursday, April 12, 20015:20 PM To: . 'Caludia Donnelly' Cc: Sims, Ron; eeis, Tim; Bissonnette, Pam; Irons, David; Tanaka, Paul; Shannon, Kathleen; Moeller, Lani Subject: Greenes Stream and May Creek . Thank you for your email transmittals of the past week to various King County Staffmemb~rs concerning Greenes Stream and May Creek. I also appreciated having the 'chance to talK with you on the telephone. King County Executive Ron Sims has asked me to respond to you on his behalf as well, I hope this single email will cover all of your concerns! I understand your frustration regarding the many issues you have raised and the various departments that are involved. I hope your conversation with Sue Clarke of my staff has clarified some of the issues that are within the responsibilites of the Water and Land Resources Division (WLRD) and the Department of Natural Resources (DNR). . . In regards to your question about how King County will protect your property from flooding and erosion/sedimentation problems; King County regulations, specifically the King County Surface Water Design Manual addresses the potential downstream impacts from new developments and construction. The requirements in the Manual use the best available science and technology to avoid or minimize adverse impacts to downstream propertieS. As pointed out in your email tranSmittal of April 6th, the current Design Manual requires wetpond designs to meet the gool of 80 percent Total Suspended Solids (TSS) removal through the construction of water quality facilities. Sometimes, even higher removals are realized. Additionally, the May Creek Action Plan recommends Level 2 stream protection standards to over detain flows to reduce flow and sediments to May Creek. The upstream development (Stoneridge) currently under review by the Department of Development and Environmental Services (DDES) is using Level 3 protection in the detention and water quality facility design. This protection standard is a more restrictive standard than currently required by the Design Manual or recommended in the May Creek Basin Plan. Other regulations include the King County water quality code, which uses technical assistance as its first approach to water quality problems on existing developed properties. The sediment/oil you have seen in Greenes Str'eam comes from many non point sources such as individual residential driveways and gravel roads, which King County can't legally enforce b~cause the Water Quality code exempts these types of normal reSidential activities in regards to these pollutants. However, if a determination is made that pollutant discharges are due to intentional dumping or illicit connections, violations can be issued. You might want to work ~ith the May Valley Environmental Council (MVEC) as well as the Basin Steward to provide outreach to neighbors in encouraging individual property owners to voluntarily reduce runoff from their sites. KCWLRD has printed information that can be made available to MVEC to use in an outr.each campaign. Additionally some staff time could be made available to provide informational workshops or mailings to residents within the basin. 1 I I ' ,0 I I I I I I I I I 'llt1'p1l1~itln as str~ms in County. . ~t;'eams that yo~ have r~ferred to currently have adopted Basin Plans. 'Through the planning process, projects are identified and prioritized for potential construction when funds become available. Once the May Creek Plan is adopted, this process can be applied to May Creek. As the May Creek Plan recognizes, the creek does have viable habitat in its lower reaches and King County and other jurisdictions agree that this habitat needs to be protected. However, agreements with these other jurisdictions such as the citieS of Newcastle and Renton along with private .. property owners must occur before projects, like those in the DesMoines Creek watershed can be, pursued. This cooperative effort in the DesMoines Creek watershed is an excellent example of what can be accomplished when private and public interests work together. Through the May Creek Basin plan we hope that the same type of cooperative agreements can be reached. Your comment regarding King County staff calling citizens names is of a great concern to me. King County WLRD .staff are expected t9 treat all citiZens with respect and concern even "off the clock" I am not aware of any staff making derogatory remarks or nam~ calling of citizens. If you have knowledge of such incidents, I encourage you to speak with meSo that I can address any specific problems. Please do not hesitate to contact me at (206)296-'6585. I believe your comments regarding the DDES permit file for the mobile home at 10726 -148th SE was addressed during your conversation with Sue Clarke on Thursday April 5th. To reiterate what she shared with you, she recognizes that there is a hydraulic connection between GreeneS Stream and May Creek, however, no distinct channelized connection of surface water is evident. Greenes Stream enters wetland #5, which is noted in the May Creek Current and Future Conditions Report as among the largest known freshwater wetland in King County. Water from Greenes stream'flows in a braided fashion thrC?ugh this wetland, which allows for natural water quality treatment prior to discharge to May Creek. During Sue's site visit of April 5th this wetland area. was found to have a large amount of animal droppings (horse manure) Sue will research the ownership of this property, work with the owner on removal of the pollutants and refer the problem to the Livestock Program Analyst Laurie Clinton. The May Creek Conditions report acknowledges that Greenes Stream is a flashier creek and responds to precipitation much more quickly than other drainages within the Basin which iswhy you are probably seeing flow increases occurring on your property quite quickly after a rainstorm. However, the impacts to May Creek are not as significant regarding peak flow as other basin wide streams due to the attenuation within Wetland #5. Overall the May Creek Basin Plan contains recommendations to correct or reduce flooding and water quality problems in the basin and to help prevent problems from worsening in the future. Thank you again for writing and expressing your concerns. We look forward to working with you in the protection of water quality and habitat values in May Valley. If I can be of further assistance at this point, please do not hesitate to contact me again. , Sincerely, Nancy Hansen Manager Water and Land Resources Division King County Department of Natural Resources 2 I· I I I I, I I I ,',', .... .. . . .... .!,.",;_~~l~:~·i~~i .....:.. .ry' ···/14V/lMv···.;:i(·e~e':·:·:·;;L~.;;.:~ ·0.';~A·:', 2,·.rr-~~ . . ;, . .' . (#. ,:'.::'V ~ .. ~. :;'. _"~/ / /'T -c.-'./.~.R' , '. '.e:;;/ /..4-VL· .. .. -' . I :: ... .r;-M/rl eC/tVtW4;-. re::> se/l/~re?/( · .. :44.c//l£I9-~· .;], . Plat name: totNo: . Block No: I S .....-""-"-~ '.' . . . .' T R Parcel No. /77 tzt0oo~ Kroll cr~ Th.Bros: New ~J5 I Basin~ Council District ~ Charge No .. ________ --.- I RESPONSE: Citizen notified on _______ by: __ phone __ letter __ in person I DISPOSITION: Turned to __ on I' I by __ " OR: No further action recommended because: I ._. __ L~ad agency has been notified: .' { .. t .. L . Problem has been.corrected, __ No problem has been identified,. __ Prior i.nvestigation addresses p. roblem: I ,V SEE FILE # __ Private problem -NDAP Will not consider because: . . Water originates onsite·and/or on neighboring parcel. I Location is outside W~ice Area. . . Other (Specify): DATE CLOSED: b ,t'Z,/DI By: ~ LE'TTCA se;-vr I' :0 I I I I I ItC) ·1 I I I I I I (0 1"'-' - I June 7,2001 King County Execuf.ive RON SIMS r-, ~ ","i' • ?"->~ • ~~. ' .. >J:" '" ~.,~, '. "~'" "'I","'; !.\"~"'''''''''::'''~ RECEIVED' JUN 11 2001 Claudia Donnelly 10415 -1471h Avenue SE Renton, WA 98059 . 1'\1I'4\.:lVVUI~11 . ~ VATER & LAND RESOURCES Of" NANrv U4"'cr::~' •• a "I I\(]FD Dear Ms. Donnelly: I am writing in response to your letter of May 4,2001 \to United States Senator Patty Murray. Senator Murray forwarded your letter to me requesting that I look into your concerns and respond to you directly. Most of the questions raised in your letter have been addressed in previous correspondence dated February20, 2001 and April 12, 2001, from Nancy Hansen, Manager of the King County Water and Land Resources (WLR) Division of the Department of Natural Resources, and me'. Copies of these letters are enclosed. I have coordinated this response with Ms. Hansen, and this letter constitutes a response from her on the specific questions you have previously addressed to her. I want to first reassure you that King County is not ignoring the Endangered Species Act (ESA), and shares your goal of protecting salmon in May Creek. King County is considered a leader in the development and implementation of new programs and regulatory updates to address th~ listing of the Chinook salmon and Bull Trout in response to the ESA listings. These approaches will be applicable Countywide, including May Creek. In your letter you asked why you, as a downstream property owner, must accept increased' runoff and sedimentation from upstream development. King County's drainage code is designed to minimize impacts from new developments and comply with Washington State case law. Washington State case law states, in general, that a property owner is not liable for incremental increases in stonn water quantity or velocity in a downstream natural conveyance system provided ~hat the.increasesare not done in a negligent manner and water is not diverted from one drainage basin to another. Core Requirement # I of the Surface Water Design Manual prevents diversions of water from one basin to another. Core Requirement #3 requires flow control facilities to reduce peak flows leaving a development to match peak flows occurring prior to development. Core Requirement #8 requires wate~ quality facilities to reduce the impact of development on the quality, including sedimentation, of our local waters. While following the Manual's requirements will reduce the effects of new developments, it cannot eliminate all the effects of new development. K.INC COUNTY COL'RTHOLJSE 516 THlnD AVENUE. ROOM 400 SEA'ITLE. \VA 98104-3271 (206) 296-1040 296-0 PH FAX 2Wi-020() '1'1> [) E-mail: I'OIl.sims@IllClrokc./tov -• ''-'''9 C~Ii!ltv ·s illl (;qu.11 OPPor/lIllitylAllmnmivc Aclio" Employer and complies with tho Americans with Ols.1b.tit,os ACI Q . . ~ .. 71Y"1' -D31 I 1-- (0 '---< I -;/ I I ,I I I ,C) ~-~. I I I I' I .. I,-U 1"----' 1 I Page 1 sa ... miaiY;;;w., Your le.tter also expressed concern about the 80 percent Total Suspended Solids (TSS) removal of a proposed stormwater detention pond. The 80 percent removal ofTSS goal for new retention/detention (rid) facilities is a matter of economics and technology. Larger rid facilitieswould remove more suspended solids, but larger facilities are also more expensive to build. The cost to build larger facilities is passed along to the consumer in the form of higher housing prices. From a technological standpoint, there is also a point where building a larger facility will not remove any more TSS because the particles become so small they will not settle out without chemical treatment. The goal of 80 percent TSS removal was chosen as an appropriate standard because it is believed to provide the best costibenefit ratio for removal ofTSS and isthe standard that is required by the Washington State Department of Eco]ogy for stormwater quality. With regard to the questions you feel Ms. Hansen has not responded to, here are the answers that she has provided me with: 1) What is King Countyts real plan for the May Creek Basin Urban area? There is no secret associated with the May Creek Basin Plan. The Basin Plan contains comprehensive zoning and regulation recommendations to address issues related to future growth, as well as basinwide and site specific recommendations to address existing problems. May Creek Wetland #5 is a Class 1 wetland, which King County Code does not allow to be developed into a regional detention facility. However, one of the benefits ofwetJands is that they store large amounts of water. The basin plan recommendations seek to protect the natural benefits associated with the May Creek system while addressing specific flooding problems through capital projects and technical assistance. The Ureal" plan for May Creek Basin is the Basin Plan, which was very recently approved and adopted by the King County Council, the City of _ Renton, and the City of Newcastle. 2) What May Creek tributaries does King County consider important? King County does not typically undertake a thorough ranking of the relative importance of an tributaries within a basin planning effort. However, areas of particularly high-quality habitat which make significant coritributions to the resource base ofthe basin, are identified as "Significant Resource Areas" and are categorized as either "Regionally" significant, or "Locally" significant. Stream reaches and wetland areas considered to be Significant Resource Areas in the May Creek basin are identified in Appendix E of the adopted basin plan. This is not to say, however, that Greenes stream is an unimportant resource just because it does not provide the same habitat values as the significant resource areas._ II I r-------pp. :~~~g;;;J es~·-~· -""".':-~. ':"""'-"",-,""' .. -""., .. ..,." ... ""'.~~.--=="=0=. ===::::I!mII __ -==' II=:$JIlI!I~. """.~.at~.U!l!:l~'~i1 -=: .. =1, 1'lII.,IIIIIi'lI3Ii;.-w, ••• :;.··.'it •• a .. iJ.JI!IC·lI!i!{&!lilu.(t __ '.· •. ' !iii. '.:l1li11." •. '.1 '.'.a:::':::::i. =!II, II1II: ,II!I!III. o I, ;~' I I I I I I Ie) I I I I I' I I. '(J I also understand that you have been in contact with the IGng County Ombudsman with your concerns. ,I thirlk this is a very appropriate step if you feel that you are not getting appropriate treatment from County staff. I have asked Ms. Hansen to work closely with the Ombudsman's office to ensure that the Division is being appropriately responsive to your concerns. If you have further questions or cqncems, please continue to contact Nancy. Hansen, Water and Land Resources Division Manager in the Department of Natural Resources, at (206) 296-6585. As is King County procedure, she will assign follow-up to the staff with the appropriate programmatic and technical expertise. Thank you again for taking the time to write. Ron Sims King County Executive RS:lm Enclosures , cc: The Honorable Patty Murray, United States Senator The Honorable David Irons, King County Councilmember Duncan Fowler, King County Ombudsman Paul Toliver, Director, Department of Transportation (DOT) Larry Jaramillo, Senior Engineer, Road Services Division, DOT 'ParnBissonnette, Director, Department of Nat lira I Resources (DNR) Nancy Hansen, Manager, Water and Land Resources Division, DNR I I I I I ' . . .-;-. " ""'., " ," '", ..... n.n''''·'<'co· :;,.~·:;;ib¥/I-:';fr47-i~Il'v~~<sti' .. "'LoCATlONOFPROBLEM, IF DlFFElU;:NT: ' .. : ' .. '. 'A"::;::sio~::~d. ~~e:a:::::~::~~To:£~:~Lt:'~:!~ ":~:F;,.qA11[!;~r .. ,' ),.a~s C1..4'i/i?14'J Act: ei-r '<&>Aj) WH~~H >i 141' . "'A,rl/ : V~,;.n4f'~;:41;""'€~: ;;, v ;'-ry ~I G ~ r-OF ~-'1'1. S t/e of' ~_ He..Jd:,,~itA:"ti./J 1?6'g".f~ ;.,~~! (!tI-/l-/I'~:tfl~ .r::' rAy T&> Kee-p.· l-V~re:r/l't/~-'r~~ G;;"""~L·~.<'.~;~E '.' P'r rff~ ~()/!,t7 .t5vr a/f--lJ et(r re-rcr-. t?i!?~e/l tv/hcN, {)ermi>y.l' I I Ie) . ,fitl;£' ~I rc.H 4-,yf) ,4-(..(..&)l.Vf U/~77:.f"/t. roo ~c.. c e.t/ d!>vc:;7l.. 77~e£ ~4-f50. I I I I I .", . 12...-:'" -c..Fr /l'tCC rpA.... "err 6M-(..v.#P, ft~ p"~ ~e6'f/ ~pr ~F rN'e 6>F?'<c~ A"-f-"r I..A-Te£Y·''''i? ,p ~,.r F;rrH(i:f'!'2. Plat name: (fittJm6~ Lot No: Block No: R Parcel No. /17(ot{000;10 Kroll ~CO Th.Bros: New t.?~{PJ5 ... RDP Basin mAY Council District -:../ ..... J.~--..,;,,_ Charge No. __________ _ RESPONSE: Citizen notified on _______ by: __ phone __ letter. __ in person I 5P~~n~e ~ tv it/Qf '7'P '. I DISPOSITION: Turned tcJIf). on / / b~ OR: No further action recommended because: . _._ Lead agency has been notified:· . I ~-) --Problem has been corrected. __ No problem has been identified. __ Prior investigation addresses problem: ------. . . SEE FILE # . '. , . '. . __ Private problem -NDAP will not consider because: . I ___ Water originates onsite and/or on neighboring parceL DATE CLOSED: r-I t/-/ O't-By: / _____ Other (Specify): /.Il.a./ecr· ec>~/~c~ I I _J_uh_n __ ~ ______________________ ~~~~~~==================~~ (0 From: Sleight, Brian I '" ,:", Sent: To: Cc: Thursday, January 10, 2002 3:01 PM Kipp, Greg; Sims, Ron Whalen, Caroline; Brandon, Rod; Bissonnette, Pam; Grigsby. Daryl; DoughertY. linda; Tiffany, Christina; Crawford, Curt; Granlund, Jeff I I I I I I Subject: RE: RCW 42.17 and FOIA violations ,ron/greg ... i have to agree with greg ... i think we (swm, ddes, and recently dot) have been very responsive to claudia, it's just that she doesn't like our answers. as you know, it is important to be specific with claudia so you know just exactly what problem you are talking about. in the present case~ i have talked to her about two different "enforcements" recently: i) the stream that flows through her property now flows onto her property at a different location than it used to. she says she saw,theneighbor digging the new channel but has no evidence (photos). i talked to the neighbor (mr. Wolf) and he said the channel changed location in the 1996/97 ice storm when some trees fell over. this looked very possible (there were a lot of fallen trees still on his property) and there was nothing indicating he had done work in the channel (not surprising considering it happened in 1996). i told claudia that i could not take action or ask ddes to investigate without some firm evidence. she said that ddes had looked at it several years ago and made the same or similar determination. 2) the neighbor at the north end of claudia's street plugged a cross culvert because she thought it was saturating a vacant lot she eventually wants to build on. claudia notified me of the problem in late november or early december. i investigated the problem, I ("\~dentified that a violation had occ,urred, and opened, an enforcement under k .c;:. c. 9.04 (so (~)1des was never notified). claudia asked for a copy of the enforcement letter before the "--~ letter had been sent. i told her i would send, her a copy of the letter when it went out I I I I I I and ,return the 30 cents she included in her request. the letter went out yeste,rday and i sent her a copy today. fyi ... in my conversation with the woman who blocked the culvert, i got the impression that she has no intention of unblocking the culvert so the enforcement may be difficult and take a while. ' i've been in contact with the lady (ms. morse) whose garage had water in it as a result of the blocked culvert. she and i had originally talked about a possible ndap project to clean the pipe that overflowed (we thought it might be obstructed) . further investigation showed it was a 6 inch flex pipe. our vactor operator said the equipment to clean pipes would just as likely damage the pipe as successfully clean it, and, more likley damage the pipe if the blockage was roots or something solid. with cleaning not viable, ms. morse 'and i discussed a replacement project that would have to compete with other ndap projects for funding. she was not interested because it would mean removing all of the vegetation (several large trees and shrubs) along her property line. she and i both agreed that the best resolution to her problem was to pursue the enforcement and get the culvert opened again. dot is involved because they are going to clean the roadside ditch on 147th as soon as they can get an environmental approval. i am coordinating with them to have an ndapquick fix project constructed at the same time the dot crew is out there. the project will keep water from washing over the privately maintained portion of 147th just in front of claudia's property. i explained to claudia that the work involved paving and, if the weather got cold and wet, the project might not get done until this spring. wlrd'swork on the enforcement for the blocked culvert is in no way tied to the dot work or them II having to wait for environmental approval. " ~~egarding our responsiveness, i se,nt claudia an email (which she acknowledged and, thanked I { for) the same day i received her foia letter (1/2/02) informing her that the letter did I '-,~.-ot exist yet (i had just sent a draft to word processing) but that i would send her a copy when if finally went out. I regarding our response to the blocked culvert, i met with her to initially look at the 1 I I d oman who blocked the CUlvert'·"~ ·.s. •.. •. -. --... _ •.•.. . ' ot water in her garage as a result of the culvert, went through an ndap evaluat on I ),~-proce~s (includi~g more ~ontact and coordination with dot. staff) only to. have her decline a proJect, coord1nated w1th dot staff to have a crew repair some damage to her driveway, and i met with dot staff to see if they could do the other quick fix. not to put words in her mouth, but all ciaudia sees is that the culvert is ·still plugged, the stream is still I relocated, the roadside ditch hasn't yet been cleaned, water still runs over her road, and we are not going to do anything for her neighbor ... but i don't think that means we have. not been responsive. . I I I I I hope this helps. sorry for being so wordy ... it's hard to stop when talking about this neighborhood. Brian Sleight, P.E. BSL8 206.296.8025 -Original Message- From: Kipp. Greg Sent: Thursday. January 10. 200211:41 AM To: Sims. Ron Cc: Whalen. Caroline; Brandon. Rod; Bissonnette. Pam; Grigsby. Daryl; Sleight. Brian; Dougherty. Linda; Tiffany. Christina Subject: RE: RCW 42.17 and FOIA violations . Ron --I think SWM is the appropriate Department/Division to respond to the most recent (1/9/02) e-mail from Ms Donnelly. This e-mail speaks to a plugged culvert that was inve$ti'g~ted by SWM. While she mentions that SWM advised her that there was a code violation. no such report has come into DOES from SWM. To the contrary, our most recent conversations wI Brian Sleight of SWM indicated that he saw no code violations out there. I /. -)' Ms Donnelly made a FOIA request of DOES on 12118/01 for specific information about which developments in the area ~". required a level 3 detention pond. We provided her wi that information (see red highlighted r~sponse from Ms Donnelly, . below) In her 1/9/02 e-mail, she stated her recent request for information was not made to DOES, however it is not clear I I I I I I , ( ) I ':---/ I to which department she made the request. I am cc'ing folks in SWM to see if they are aware of any recent request for information from Ms Donnelly. If so, please let Ron know and respond to Ms Donnelly on his behalf. If not, also advise Ron and I guess we should ask her to specify which department she made the request of. DOES and DNR have been extremely responsive to Ms Donnelly over the years ... she simply does not like the answers we are providing her and I doubt she ever will. That being said, we stin. need to respond to any and all FOIA requests. gk -----Original Message----- From: Sims, Ron Sent: Wednesday. January 09, 2002 10:26 AM ' To: Kipp. Greg Cc: Whalen, Caroline; Brandon. Rod Subject: FW: RCW 42.17 and FOIA violations Greg -please follow-up, thanks. -ron -----Original Message----- From: Mike and Claudia Donnelly [mailto:thedonnellys@oo.net] Sent: Wednesday. January 09,200210:32 AM To: ron.sims@metrokc.gov Cc: david.irons@metrokc.gov Subject: RCW 42.17 and FOIA violations Dear County Executive Sims: 2 I~ I I I I I have told you Over and over again 'the' 'o'~ . us who live in this part of the May Creek Basin area. Here Is another example. A neighbor down our road has plugged a culvert draining water from '148th Avenue SE through her property to Greenes Stream. She plugged the culvert up because she didn't want the water flowing through her property. In November, this plugged culvert sent water down a small, shallow ditch alongside 147th Avenue SE. That excess water caused sheet flooding over the road. It also caused water to go through another neighbor's garage. This problem was called in Roads and SWM. It was investigated and supposedly something will be done --once Roads gets the permits its has . applied for. SWM investigated and found out that this neighbor (plugging the culvert) is violating County Code. They were going to send a letter to this person advising them of this violation. Well, I talked to the neighbor who got the water in her garage and asked if she had gotten a copy of the letter that was supposed to be sent. She said that she might get a copy -she wasn't sure. . .......... . I I On December 28, I typed several letters to KC Departments (not DOES (emphasis added by kipp) -even though I don't like DOES and they don't answer my questions) requesting documents under the Public' Disclosure Law (RCW 42.17) and FOIA. I mailed these fetters on December29. I also sent a letter to I ,C-') Washington State agency --they responded promptly. . \>:::-' , heard from one person --they said that they'd return my 30 cents and I the letter to the person plugging up the culvert had just gotten back from the Word Processing Dept (this is last week). 'still haven't gotten a copy of that letter. Has it been sent????? I sent this I I person a note today asking if the letter has been sent and if not, when. will it be sent? So far, no response. The other KC agency hasn't responded at all. The letters should have gotten to the people on December 31. If I have to go to an attorney to get a response from this KC agency, I will send my attorney bill to you. You might want to send out a note to all County employees that the' I public has 'a right under FOIA and RCW 42.17 to see and have copi~s of County documents. . Again, maybe you can answer the question as to why KC doesn't want to I . make my neighbors comply with County and State laws? There is Mr; WOlf, who change the course of Greenes Stream and he didn't get fined; there are the 2 Code violations on the Luck property that have been in limbo for many years now; there is the Nagel culvert problem? But I then another neighbor put a little dirt in her back yard next to Greenes Stream and she had to pay a fine? Why are people treated differently? I T/J.~nk you for your time. ~ ( .... Jdia Donnelly I -~~-Originat Message----- From: Mike and Claudia Donnelly [mailto:thedonnellys@oo.net] Sent: Wednesday, January 09,20021:59 PM .. I To: paula.adams@metrokc.gov; robert.ware@metrokc.gov 'l I ·0 I-·------~~~~ ........ j ..... I I I I I I Ie) I I I I Dear Ms. Adams: I just received your letter with the list of developments that were required to have a Level 3 detention pond along with a Level 3 Flow Control. THANK YOU VERY, VERY MUCH FOR THE INFORMATION! It was nice and timely. I don't need to see the files --so they can be returned to wherever they are kept. For this part of my research, ,I just needed the development name and file number. For the next part, I need to go somewhere else. But thank you, any way, in having Mr. Ware keep them for me. Mr. Ware is a wonderful, friendly person --I like him very much. He is a good asset to DOES. You are, also, a pleasure to work with. THANK YOU AGAIN. Claudia Donnelly I I I I Ij 1 5 I ,~ "' :1 ::~ .:~ c' ICO .~ I ~ j II II I ."~ } I I I NAME: DONNELLY . COMPLA:INT Nt1MBER: 2001-0765 ADDRESS: 10415 147ft AVENUE SOUTHEAST . . . PROJECT DESCRIPTION: ADD AN ASPHALT APRON TO A DRIVEWAY AND DIG A SHORT ROADSIDE DITCH TO CONVEY WATER THE EXISTING ROADSIDE DITCH. OFFERED TO ROADS ON 12/20/01 VIA~JEFF GRANLUND • ACCEPTANCE FROM: ROADS ON: 1t/7C/t/J{ FIELD MEETING DATE: 12/20/01 MEETING ATTENDEES: BRIAN SLEIGHT, LENNY JQHNlCE, JEFF GRANLUND ENVIRONMENTAL APPROVAL By __ ~,,--_:A-~ ______ ON ________ _ !k¥~~~~~~~ilg~~f~!!f __ ESTIMATED COST: fJ So 0 ESTIMATED COMPLETION DATE: _____ __ CHARGE NOHBER: TEMPORARY' CONSTRUCTION EASEMENTS GOOD UNTIL: ~ 4-14/ /(-O-£A,..J --~-~~--~ HPA REQUIRED? ____________ _ ISSUED ON ___________ ___ AUTHORIZATION SENT TO ___________ ON ____ -'-____ _ NOTIFIED _________________ OF CONSTRUCTION DATE ON _________ _ DATE STARTED: _______ _ "DATE COMPLETED: _____ _ FIBLD CHANGBS: ___________ ------------------------ CO~s: _______________________________________ _ I I I I I I I ;'1 ~ I .~ ~, " I I '~"~)\f';;', "/I ,'. ,,' i· . i~ ® Departlnent of Transportation _:j I .•••• ," . , ' , . i ,.;,., I' ",,1 i . -~. I ! .. 1"-! "r-' . r J I . . ( : --. ".i . ~. .. ! T' ; _ .. 16958 (4/01) Comp Date i '", ~; i .~ .. t...\V r Chk ____ --.....;~_..;;;; 'l-/7, '\ I 't00'L Date .1 ... :#111' -~ ....... -"",,'.;;..-,-' .. '---'-.... i· .\ ( ,.L I 1 .. ,~I ; "_-b~~~~ __ "~'~~ __ ~~i : .\)(i~J,.NA(, (. F'Lbt.} :PA "/:+ -_ .. _ ......... -._ ... - I I· I I I I 1 I I I~J I : " ;' . . ~., . Lot No: Block No: I I I I ...&...tw~ -Jdr....-~.J--~ . y.. S T R ParcelNo.5ol30000/f;o Kroll «DO Th;Bros: New ,bJ..0 J 5 RDP Basin M rp( " .. Council District --L-/ ..... ~ ___ ' Charge No. ____________ _ RESPONSE: Citizen notified on _______ by: __ phone __ letter __ in person I DISPOSITION:' Turned to on _--!-..I _..:...1 __ by __ OR: No further action recommended because: I --Lead agency has been notified: .... .. (/._\-Problem has been corrected. __ No proble~ has been Identified. __ Prior IRvestlgatlon addresses problem: ( 0 ' .'. SEE FILE # 1'--_' -Private problem -NDAP will not consider because: ---. ___ W.ater originates onsite and/or on neighboring parcel. I DATE CLOSED: 'f lie; I O'l-By: B _~Other (Specify); /'~&tl!h? t!??>.,GLcc re// I I I I I I I IC) I I I I I I I \ ' U' I '~-'. I KIng County Water and Land Resources DIvision Department of Natural RCllOurces 201 SouthJackson Street, Suitc 600 Seattlc, Wo\98104-3855 (206) 296-6519 JJ~~wrY9~~n02AX Maxine Nagel 10217 -147th Avenue Southeast Renton, W A 98055 RE: Drainage Complaint #2001-0842 -Drainage Culyert Obstruction Dear Ms. Nagel: On December 12, 200 I, King County Stormwater Services (SWS) Section staff observed that the culvert under 147th Avenue Southeast that discharges onto your property had been plugged. Water was backing.up on the east side of the street and flowing onto the roadway. The plugging of the culvert adversely affects the capacity of the drainage system and water flowing on the roadway creates a hazard .. This letter isnot a formal enforcement action as authorized under King County Code 9.04. Its purpose is to bring these drainage problems to your attention before they cause personal injury or damage to public or private property. As the person who stated she blocked the culvert, you could be liable for any personal injury or property damage that results from the blocked culvert. There has already been an overflow of the downstream system that flowed into and damaged a garage. Also, if you decide to seU your property, this potential enforcement related to your property must be disclosed to any potential buyer. Thank you for your attention to this matter. Please call Leonard Juhnke, Stonnwater Services Section Engineer, at (206) 263-6457 within 30 days ofreceipt ofthis Jetter to discuss resolution ofthis matter .. CC:BS:J43 Enclosures cc: Brian Sleight, P.E., Senior Engineer, SWS Section Leonard Juhnke, SWS, Section Engineer Jeff Granlund, Supervisor Roads Maintenance Division 2 fEc t diba" 1i>WC( /uPd.j~ ~~2.r-1-?"~-763D ill -~S"? -9 rO( wi<-j)O«/.-.if.-!t?¥j Fi-e?f?{Jc':P ;l'lt.v,,-~.:?l. I I I I I I 1&) I I I I I I I .. . I.U I· ."-/ I King County . Water and Land Resources Division Department ofNatuJ:al Resources 201 SouthJackson Street, Suite 600 Scattle, W'\ 98104-3855 (206) 296-6519 (206) 29~-0192 FAX February 20, 2002 Maxine Nagel 10217 -147111 Avenue Southeast Renton, W A 98055 ·RE: Drainage Complaint #2oo1..Q842 -Drainage CUlvert Obstruction Dear Ms. Nagel: - t II,ijiUtiCAM! we WZ:wazzt ....... _A ...... e. __ .S*- Thank you for your response to my previous letter to you dated January 4, 2002. A site inspection on February 20, 2002 confirmed that the concrete obstruction has been cleaned out of the culvert under 14 7111 Avenue Southeast in front of your property. Thank you for your attention to this matter. If you have any questions, please call Len Juhnke,Water and Land Resources Division Stormwater Services Section Engineer, at (206) 263-6457. Z/J Curt W. Crawford,P.E., anaging Engineer Storm water Services Section CC:LJ:inall cc: Jeff Granlund, Maintenance Division 2 Supervisor, Road Services Division, Department of Transportation ~. Brian Sleight~ P.E., Senior Engineer, Stormwater Services Section, Water and Land Resources Division, Department of Natural Resources and Parks Len Juhnke, Engineer, Stormwater Services Section I I. I' I I I' 'j; .;~~~ ;g:w~~, I I I Iq:; I I I I I RDP RESPONSE: Parcel No.171v;WOC!J aD Kroll ~CP. Th.Bros: New w..{,J,5 Basin . t114Y Council District -.,../-f.;2,-.. ..--C~~ge No. __________ _ Citizen notified on _______ by: __ phone __ letter __ in person DISPOSITION: Turned to _._ on __ . "'-'_ ..... 1 __ by __ OR: No further action recommended because: I--~~~~~~~---------~-----------~--~-~d' ")-Probl~m has been corrected. __ . No problem has been identified. __ Prior investigation addresses problem: 'V . '. SEE FILE II .. I ""--Private problem -NDAP will not consider because: . . . __ ...,.. Water originates onsite. and/or on neighboring parcel. __ Other (Specify): I DATE CLOSED: .[ J I () 10 1-By: , ..... I I I I I I I I I I I I From: Sent: To: Subject: Sleight, Brian Wednesday, January 02,20023:35 PM 'thedonnellys@oo.net' Nagel enforcement and quick fix I received your letter today regarding the Nagel enforcement. The letter has not gone out yet(i just got it back from word processing today) but I will get you a copy whEm it' is sent out. I'll also send your 30 cents back with it. Technically there should be a charge for the copy but our office doesn't accept cash (only checks) and even if they did, the cost in time for me to get a receipt and such for one copy would be way more than the, cost of the copy. Len Juhnke and I met with D.O.T. staff last week to look at, the quick fix. I called you before we left downtown but you were not there. Len will be handling the project in my office. The project will involve'paving that area that the cars drive over, extending the berm, and digging a shallow ditch a short way to the north. The project will not dig the ditch past the area where the retaining wall is failing. The idea is to piggyback our work with the, roadside ditch cleaning because the crew will already be out there. , Therefore, the timing is dependent on the roadside ditch project. At the time ,of our meeting, the environmental paperwork had been submitted and they were waiting' for approval. Even with the intent of the piggyback project, if the weather is not ' appropriate for paving when they clean the ditch, they won ',t, do the quick fix. The quick fix will still get done, it will just get done at a different time when weather permits. If our current run of dry weather holds, it shouldn't be a problem but if we start getting steady rains day after day, the weather and crew availability could push the project off to this spring. Brian Sleight, P.E. BSL8 206.296.8025 I ' f() I , .. ~ I, 1 ~,,,., ".,. ",,,,",,,,",,,,,~~""_lJ"""'.I.)'{1!iJ j Ii j a I ,-- '; w 1.'1 I I 11 I: I I I (~I ~) I I I 'I I I I _ , ) I~ I Brian Sleight KCWLRD 201 S. Jackson Seattle, WA 98104 Dear Mr. Sleight: 10415 -147th Avenue SE Renton, WA 98059 December 28,2001 I just talked to my neighbor to see if she had gotten a copy of the letter WLRD sent to Maxine?? regarding the blocked culvert at the end of 147th Avenue SE. She said she had just heard from you and that the letter maybe on its way. Under RCW 42.17 and FOIA. I would also like a copy of the letter sent to Maxine about her blocked culvert. I am enclosing 30 cents to cover the cost of this letter. Also, what is the status of the "ditch" being dug out alongside 147th? Thank you. Sincerely, ~j)trlrdly Claudia Donnelly " ,.t' I I I I I I I I I I I I I I I I I ' .. : ",'" } .. ' S T R Parcel No. l11rd006 dO· ~oll'<?ro Th.Bros: New bN;.1S: RDP£ Basin Mf!A{ CGuncil District --f/ ..... ?_-Charge No. ________ -- REsPONSE: .' Citizen notified on _______ by: __ phone __ .Ietter _. _ fn person DISPOSITION: Turned to on I I by __ OR: No further action recommended because: __ Lead agency has been notified: '. . '.. '.. \ J>roblelTi has been corrected. _. _. NO'problem has been identified. __ Prior investigation addresses problem: i{ f SEE FILE # I ~.";---Private problem -NDAP will not consider because: . ----- ___ Water originates onsite and/or on neighboring parcel. I DATE CLOSED: 2 t"l ... tIO"l-By: ~ __ Other (Specify): . ~A-IL .5€~ 6Y . ..A?-.;(.Vc.. I I 0 ::::hl. Brian I "· . ·Sent:· . To: Grigsby, Daryl , Thursday, February 14,2002 11 :21 AM I I 1 I I I Cc: Subject: 'thedonnellys@OO:net'.. , , Sims, Ron; Irons, David; Bissonnette, Pam; Shannon, Kathleen RCW 42.17 and FOIA violations ' Dear Ms .. Donnelly: . . Thank you for,your email transmittal of January 9, 2002, to Executive Ron Sims, expressing concern about King County's compliance with the Freedom of Information Act (FOlA) and its response to 'the Public Disclo~e Law (RCW 42.17) request you made to several Ki~g County departments. Executive Sims has asked me to respond to your concerns,. ' ..' . . Your email also expresses concerns about King County enforcc:ment of drainagepmblems'in your afea. I under~d your pubiic disclosure requests were made to the Department of Transportation (DOT) and the Department of Natural Resources; which is,now called the Department of Natural Resources and Parks (DNR,P). DNRP staffSent you an email on January 2,2002, the day your request arrived. The letter you requested wasonly in draft fonn at the time of your request and, as such, was not yet disdosable by law. Rather than ask youto resubmit Y9ur request after the letterh~d ' . .. been signed and sent, DNRP staffsaid they would send you a copy as soon.asthe letter was sen~ which they did on January 10,2002. , DOT staff sent you a letter on January 9, 2002, five wor~g days after your request a'mved., Y()ur request involved a laigefil~ and it" , was not clear what specific documents you were requesting. DOT staff thought the best response would be to make the file available for your review so you could deCide which documents You wanted to copy. .. " From my understanding ofRCW 42.17, theresponse from both the DNRP and the DOT exceeded the requirements ofRCW 42.17. ,I ~(~~) In re~ards to ~ou~ enforcement conce~s, King Coun~'s enforc~ment ~u~o~tyapPlie~ to all ofu~~corporated'King C~~ty.ln ~e . ...-:-. practtcal apphcation of the codes grantmg such authonty, there IS no dlstmction between people hvmg m rural areas or murpan areas. I I I I I I King County, however, lias a high burden of proof when it. comes to takingenforceD}ent action , against a code violator. ,As ,. . unforfunate as it may seem, there are' times when it. appears a .code violation has occurred but King County cannot take action because we cannot prove that a code violation occurred or do not know who performed the act." . In the case of Mr. Wolf, both the Department of Development and Eriviroruriental Services (DOES) and DNRP staff haveinves~gate<i . the complaint and found no evidence that a code violation'has occurred. Mr. Wolf statedthestre~ relocated whe!1several trees fell during an ice storm in the winter of 1996/97. This is It natural and common occurrence and, with the number of fallen trees on Mr. Wolf's property, there is nothing to suggest itdid not occur: With no physical eVidence.to support an enforcement case, the word. of . one neighbor against another is unfortunately not enough to overcome our .burden of proof.' .' ., In .thecase of the Luck property, enforcement action was initiat~d against .the property 0\Vner foi:installing a culvert in '~ sens,itive area .• ' :-vithouta permit. The property owner has applied for a grading pennit for the culvert installation to resolve the enforcement~., There are. other code compliance issues on this property but they cannot be addressed untilth~ grading permit is issued so the rest of the property can be accessed, '. .. In the Nagel case, Water and Land Resources Division (WLRD) staifhas an openenforcementc~se for this vi~lati~n andthef"rrst step . in the. enforcement process has been taken. WLRD allows the property owner 30 days to voluntarily resolve the problem before.a. '. formal enforcement process with possible civil penalties ,is iJ;litiated. If Ms ... Nagel does not resolve the violation'within 30 days, she. willi:>e sent a Citation in accordance WIth ~ing County Code 23.20. ." My statTwho are most familiar with your neighborhood do not recall a fmelevied against your neighbors. Howeve~, if your ". , neighbors think the fine was inappropriately levied, they should contact the ~epartment .that they were 'working with. " I ' ~e' resoluti~n of any code violation is greatly affected by: the c~riduct of'ihe violato~, While .the enforcement and'possible ~nforcement cases you have mentioned each'have a different resolution and may not be the resolution you want, th~re does, not seem j ( P be any inequity in the application of King Couniy's'enforcement authority. ' ' .1 '>'--'While I am, sure I thethissufe~ you(' :have raise]d'dareofftgreathtconcemto Ydouad; m]·. the,ca)sle Ofdyol~rpubbliCthdisclosurffie'req)uest, ifYOtUd:!thad wai~ed ••.. anappropnate eng ,0 hme I.e. a coup e, aysa. er e response e me'to a ow . e ]Very y e post 0 Ice ,yoti wou .. ave seen. thatCounty staff did comply with the requirementsofRC\V 42.l.7. Similarly, in the case of the enforcements you mentioned, CountY .. I '. , l' .. '. . . . . . I I 0 issue they have looked at and detennined that action cannot be taken (Wolf). I admire amount effort energy··· ,:;_y your community but I ask you to accept the detenninations made by County staff and limit future contacts to new issues. I Thank you again for the opportunity to address your concerns. I hope we can move forward to new issues and opportunities. I I I I I I Sincerely, Daryl Grigsby, Manager Water and Land Resources Division Department of Natural Resources and Parks I (~) I I I I I I I I L) I 2 I -----Origlnal Message----~ I I I I C) I I I I I I I I (J I Brandon, Rod Thursday, January 10, 2002 3:30 PM Kipp, Greg Whalen, caroline; Bissonnette, Pam; Grigsby, Daryl; Sleight, Brian; Dougherty, Unda; Tiffany, Christina RE: RCN 42.17 and FOIA violations ks Greg, Pam let me know when you have a response. rod ----Original Message----- From: Kipp, Greg Sent: Thursday, January 10, 2002 11:41 AM To: Sims, Ron Cc: Whalen, caroline; Brandon, Rod; Bissonnette, Pam; Grigsby, Daryl; Sleight, Brian; Dougherty, Unda; Tiffany, Christina Subject: RE: RCN 42.17 and FOIA violations Ron -I think SWM is the appropriate Department/Division to respond to the most recent (1/9/02) e-mail from Ms Donnelly. This e-mail speaks to a plugged culvert that was investigated by SWM. Whjle she mentions that SWM advised her that there was a cOde Violation, no such report has come into DOES from SWM. To the contrary, our most recent conversations wI Brian Sleight of SWM indicated that he saw no code violations out there. MsDonneJly made a FOIA request of DOES on 12118/01 for speCific information about which developments in the area required a level 3 detention pond. We provided'her wi that information (see red highlighted response from Ms Donnelly, below) In her 1/9/02 e-mail, she stated her recent request for information was not m.ade to DOES, however it is not clear to which department she made the request. I am cc'ing folks in SWM to see if they are aware of any recent request for information from Ms Donnelly. If so, please let Ron know and respond to Ms Donnelly on his behalf. If not, also advise Ron and I guess we should ask her to specify which department she made the request of. DOES and DNR have been extremely responsive to Ms Donnelly over the years ... she simply does not like the answers we are providing her and I doubt she ever will. That being said, we still need to respond to any and a/l FOIA requests. gk -----Original Message----- From:. Sims, Ron Sent: Wednesday, January 09, 2002 10:26 AM To: Kipp, Greg Cc: Whalen, Caroline; Brandon, Rod Subject: FW: RCW 42.17 and FOIA violations Greg -please follow-up, thanks. -ron ----Original Message----- From: Mike and Claudia Donnelly [mailto:thedonnellys@oo.netJ Sent: Wednesday, January 09,200210:32 AM . To: ron.sims@metrokc.gov 1 I I I I I I Ie) I I I I I I Dear County Executive Sims: I have told you over and over agaih that KC doesn't respond to those of us who five in this part of the May Creek Basin area. Here is another example. Aneighbor down our road has plugged a culvert draining water from 148th AvenLie SE through her property to Greenes Stream. She plugged the . culvert up because she didn't want the water flowing through her property. In November, this plugged culvert sent water down a small, . shallow ditch alongside 147th Avenue SE. That excess water caused sheet flooding over the road. It also caused water to go through another neighbor's garage. This problem was called in Roads and SWM. /twas investigated and supposedly something will be done --once Roads gets the permits Its has applied for. SWM investigated and found out that this neighbor (plugging the culvert) is violating County Code. They were going to send a letter to this person advising them of this violation. ·Well, I talked to the neighbor who got the water in her garage and asked if she had gotten a copy of the letter. that was supposed to be sent. She said that. she might get a copy -she wasn't sure. On December 28, I typed several letters to KC Departments (not DOES (emphasis added by kipp) --even thol,lgh I don't like DOES and they don't answer my questions) requesting documents under the Public Disclosure Law (RCW 42.17) and FOIA. I mailed these letters on December 29. I also sent a letter to a Washington State agency -they responded promptly. I heard from one person -they said that they'd return my 30 cents and the letter to the person plugging up the culvert had just gotten back from the Word Processing Dept (this is last week). I still haven't gotten a copy of that letter. Has it been sent????? I sent this . p~rson a note today asking if the letter has been sent and if not, when will it be sent? So far, no response. The other KC agency hasn't responded at all. The letters should have gotten to the people on December 31 . If I have to go to an . attorney to get a response from this KC agency, I will send my attorney bill to you. You might want to send out a note to all County employees that the public has a right under FOIA and RCW 42.17 to see and have copies of County documents. Again, maybe you can answer the question as to why KC doesn't want to make my neighbors comply with County and State laws? There is Mr. . Wolf, who change the course of Greenes Stream and he didn't get fined; there are the 2 Code violations on the Luck property that have been in limbo for many years now; there is the Nagel culvert problem? But then another neighbor put a little dirt in her back yard next to Greenes Stream and she had to pay a fine? Why are people treated differently? I Thank you for your time. . ( .. ) Claudia Donnelly I~· 2 I I "KINGCOUNTV WATER.~l,Am) RESOIJRCES DmSION , DRAINAGE INvEST:iGAt~()~;REPORT I' INVESTIGATION REQuEST' OROBLE~:'_' -..,.. ______ _ Type X: I -, ~~E1VED BY: " , :§Sq 'R~ceIVed from: ' ~)ieG-' ", Date: 3#/03,' OK;dby:, FILENo. 2003-0PiO I I I I I I (Eve) ~( __ ' ~) NAME: eV9()PI/f JX)A/..;VB(J;/ PHONE _--'-__ ~ ___ -.,..._ City'~ ADDRESS: frY/!5 Itf7'M flt;..ec 56 State __ Zip __ _ locATION OF PROBLEM, IF DIFFERENT: ' Access Permission Granted' 0 • ...... ;. : i . ~ i . : Call First' (Would Like To Be Present) 0 5ee /TI//-1C#e~, e~/TIL. ..(~C~/c-y, TO, exlt?SeJ/ g/f',Le /p-.£I?~J /l/C4'/! /rc?/L HOc/J~' I Plat name: Lot No: Block No: I I I I 'l'4 s RDP RESPONSE: T R Parcel No. J77fotjOOO;;o Kroll ~CO Th.Bros: Ne~JS Basin m AY ~ouncil District . ~ City ___ Charge No._---,. _____ _ Citizen notified on --'-_____ by: __ phone __ Jetter __ in person • ;. t' I ' DISPOSITION: Turned to on _-,1 __ 1<--, _ by_, _, _ OR: No further action recommended because: _ Lead agency has been notified: ________ '_' _" _" _' --:-_______ ---'-'--____ _ I . '-Probl,em has been 'corrected. _ No problem has been identified: ' __ Prior investigation addresses pr~blem: SEEF)LE# ( '\ ,Private probJem -NDAP wi!1 not consider because: , ---I V r , Water originates onsite and/or on neighboring parcel. DATE CLOSED: 3 IV I oJ By: V __ Other (Specify): I I I I I I I IC) I I I I I I Sleight, Brian From: Michael/Claudia Donnely (thedonnellys@oo.net] Sent: Thursday, March 20, 2003 6:22 AM To: Grigsby; Daryl Cc: Sims, Ron; Cawaling, Cindy; Bissonnette, Pam; Sleight, Brian; Shannon, Kathleen; Maier, Mary; Ninneman, Scott; Moeller, Lani Subject: Re: May Creek Basin Area Mr. Grigsby: Whatever. I have given up on dealingwith KC and Renton. The straw has only been put down where our neighbor originally installed it --nothing more. It rained alot yesterday and in the past. I saw muddy . water up against the straw bales. At least the bales were possibly doing something. Thanks anyway. Claudia Donnelly· PS: I know that you don't have any jurisdiction over Renton, but they haven't made my other neighbor . do anything. I have already talked to NMFS and the last heard, they were investigating. Maybe I need to write someone else. Seeya On Wednesday, March 19,2003, at 02:49 PM, Grigsby, Daryl wrote: Dear Ms. DonnelJy: Thank you for your email transmittal of March 4, 2003, regarding the potential of sediment reaching May Creek. King County Executive Ron Sims has asked me to respond on his behalf. I understand that Brian, Sleight, Stormwater Services (SWS) Section Senior Engineer from my staff, visited your neighbor's property on March 7, 2003. At the time, no sediment was leaving the site even though it was raining lightly. There were no indications that sediment had previously left the site. The. owner was not home so Mr. Sleight left a note ontheir door requesting that they contact him. Your neighbor caned Mr. Sleight that day and was advised of his responsibility to minimize sediment . transport from his property. Your neighbor said his intention was to stabilize the area this past weekend 3/2112003 1_-s IO,~~ I ,- I I I I' I I I I I I I and asked Mr. Sleight to visit the 'site, on Monday, March 10 to detennine if the site was properly stabilized. A Monday site visit showed that straw had been placed on much of the site., Mi. Sleight asked your neighbor to extend the straw to the end ofthe existing railroad tie waH, which the neighbor said he would do. ' It is important to note that installation of erosion control best management practices (BMPs) will not completely eliminate sediment transport from your neighbor's property. Erosion control BMPs are intended to minimize the impact of exposing bare soil by preventing soil from getting suspended in water or removing suspended soil from water. Once sediment is suspended in water, short of using chemicais, erosion control BMPs will not remove very fine sediment from the water. Although these BMPs are not perfect, they are consistent with Washington State's requirements to use all known, available, and reasonable methods of prevention, control, and treatment of stonnwater. These BMPs also meet the Clean Water Act's requirement of stormwater controls to reduce the discharge of poll utants to the maximum extent practicable. Thank you for taking an interest in the environment. If you have additional concerns regarding this issue, feel free to contact Brian Sleight, SWS Section Senior Engineer, at (206) 296-8025. Sincerely, Daryl Grigsby, Manager Water and Land Resources Division Department of Natural Resources and Parks 3/2112003 I I',A I t::./ I I I I I I (, I~) I I I I' I I I. , (J,. I '-..... _" 'TASKS MITIGATION OF EXISTING AND POTENTIAL PROBLEMS I In ~-j' I ~~ I I I I I' I () 10 I I I I I I TASKS MITIGATION OF EXISTING AND POTENTIAL PROBLEMS The area downstream of the proposed project known as Stoneridge possibly does exhibit potential problems based on the drainage complaints. Since the City of Renton has indicated that Level 3 Flow Control and Basic Water Quality are the required means of detaining runoff and treating the runoff, which is more than the Flow Control Applications Map in the 1998 King County Surface Water Design Manual requires, this project assumes those are adequate for this site. By utilizing Level 3 Flow Control this project should not aggravate or create a problem as specified in the problem-specific mitigation requirements set forth in Section 1.2.2.1 of the 1998 King County Surface Water Design Manual. ' A Level 2 or a Level 3 off-site analysis should not be required for this project site. In addition, the project site is not flat nor is the downstream drainage course flat and the site does not contribute more than 15 percent of the total peak flow drainage downstream from the site. J 1 J89.003.doc [JPJ/dm] I I·.", I \,,1 I I I I I I Ie) I I I I I I, I I \,j I 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANAL YSISAND DESIGN I ·0 4.0 I I I, I I I I I "-~) I I I· I I '. I I ) \ , ''''.--,.::-' I I FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology The pre-developed and post-developed basin areas match each ,other in size and the upstream basin contributing runoff to the project site will be bypassed around the project site or through the project site and not impact the detention system proposed for this development. Please see the following table for a list of aSllumptions and parameters used in sizing the pre-developed conditions hydrographs for this project. EXISTING CONDITIONS TABLE On-Site: Existing impervious = 0.52 Acre Effective impervious area of gravel = 0.3 Ac. x 0.5 = 0.15 Acre Existing impervious total = 0.52 + 0.15 = 0.67 Acre Till forest = 9.51 Acres Till grass = 3.1 Acres + 0.15 Acre (112 gravel area) = 3.25 Acres Total On-site = 0.67+ 9.51 + 3.25 = 13.43 Acres Additional Tract to Northwest: Till forest = 2.34 Acres Improvements to 148th Avenue S.E.: Till grass = 0.17 Acres Improvements to SR-900/148th A venue S.E.: Till grass = 0.25 Acres Total existing area = 16.19 Acres of which there is: B. Developed Site Hydrology till fbrest till grass impervious = = = 11.85 Acres 3.67 Acres 0.67 Acres 16.19 Acres The existing site as well as the developed site occurs in Alderwood type soils that are a till type soil. The proposal for this development is to construct a Level 3 Flow Control detention pond above a basic water quality wet pond in the north central portion of the site. Upstream runoff from the south, east, and west will be routed around the detention and water quality facilities located on-site and bypass those facilities. Please see the J J J89.00l.doc [JPJldmltep] I I a I' I I I' I I I I (:) " ' I I I I I ~ \ I :. ~/.. ~ following table for the assumptions and parameters used in determining basin areas contributing runoff to the wet/detention pond. . DEVELOPED CONDITIONS TABLE On·Site: Impervious: 49 lots x 4,000 SFllot = 4.5 Acres Future 8 lots in southwest comer = 8 x 4,000 = 0.73 Acre Streets and sidewalks = 2.26 + 0.45 = 2.71 Acres Total Impervious On-site = . 7.94Acres Till grass . = 5.49 Acres Additional Tract to Northwest: Impervious = 1.27 Acres Till grass = 1.07 Acres Improvements to 148th A venue S.E.: Impervious 0.17 Acres Improvements to SR·900/148th A venue S.E.: Impervious = 0.25 Acres TOTAL DEVELOPED AREA: Impervious = 7.94 + 1.27 + 0.17 + 0.25 = 9.63 Acres Till grass = ,6.56 Acres TOTAL = 16.19 Acres C. Performance Standards As mentioned previously the flow control performance standard utilized for this development is Level 3 Flow Control due to downstream problems that are well documented at King County. The water quality performance standard is to provide Basic Water Quality as dictated by the City of Renton and King County, which this project proposes to do in the form of a wet pond. The conveyance system capacity standard is to convey the 25-year storm based on the SCS-based Santa Barbara Urban Hydrograph methodology of computing peak flow rates contributing to each catch basin since the project site is over 10 acres in size. Ilt89.00Ldoc [JPJldmltep] I I o I' I I I I I I .1,0 I I 'I I I I I r , I) " " .. ::::.. D. E. Flow Control System Please see the following pages for the calculations utilized in sizing the flow control system for this project as well as a copy of the control structure and plan view of the wet/detention pond illustrating the actual sizing of the pond. Water Quality System Please see the calculations on the following pages of this report for the methodology used to size the basic water quality wet pond and the illustrative sketch of the wet/detention pond indicating proposed and provided volumes for both water quality and detention. 11189.001.doc [JPJldmltep] I o I "-' I I I I ,I I () I I I I I I 51'orJe. iZ.IP (Pc., Leve( ? ~)OV 'UJnv--o( KCRTS Corrunand CREATE a new Time Series Production of Runoff Time Series Project Location : Landsburg Computing Series 11189pre.tsf Regional Scale Factor: 0.90 Data Type : Reduced Creating Hourly Time Series File II If1 Leve4 ~ ?-I-tJ+ Rcv,~t..9 ~-1;?I-of Till Forest Loading Time Series File:C:\KC_SWDM\KC_DATA\LATF60R.rnf 11. 85 acres Till Grass Impervious Loading Time Series File:C:\KC_SWDM\KC_DATA\LATG60R.rnf 3.67 acres Loading Time Series File:C:\KC_SWDM\KC_DATA\LAEI60R.rnf 0.67 acres Total Area 16.19 acres Peak Discharge: 2.61 CFS at 7:00 on Jan 9 in Year 8 Storing Time Series File:11189pre.tsf Time Series Computed KCRTS Corrunand Enter the Analysis TOOLS Module Analysis Tools Corrunand Compute PEAKS and Flow Frequencies Time Series File:11189pre.tsf Project Location:Landsburg Frequencies & Peaks saved to File:11189pre.pks. Analysis Tools Corrunand RETURN to Previous Menu KCRTS Corrunand ., CREATE a new Time Series Production of Runoff Time Series Project Location : Landsburg Computing Series 11189dev.tsf Regional Scale Factor: 0.90 Data Type : Reduced Creating Hourly Time Series File Till Grass Loading Time Series File:C:\KC_SWDM\KC_DATA\LATG60R.rnf 6.56 acres Loading Time Series File:C:\KC_SWDM\KC_DATA\LAEI60R.rnf I I I I I I I Ie) I I I I I I I Impervious 9.63 acres Total Area 16.19 acres Peak Discharge: 6.68 CFS at 7:00 on Jan 9 in Year 8 Storing Time Series File:11189dev.tsf Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools Command Compute PEAKS and Flow Frequencies Loading Stage/Discharge curve:11189dev.tsf Flow Frequency Analysis Time Series File:11189dev.tsf Project Location:Landsburg Frequencies & Peaks saved to File:11189dev.pks Anaiysis Tools Command Compute Flow DURATION and Exceedence Loading Time Series File:11189pre.tsf Computing Flow Durations Durations & Exceedence Probabilities to File:11189target.dur Analysis Tools Command RETURN to Previous Menu KCRTS Command Size a Retention/Detention FACILITY Loading Retention/Detention Facility File:11189level3.rdf Retention/Detention Facility Design Saving Starting Documentation Edit Facility Loading Time Series File:11189dev.tsf Time Series Found in Memory:11189dev.tsf Retention/Detention Facility File:11189leve13.rdf File:C:\kc_swdm\kc_data\example\kcrts\11189leve13.doc Time Series Found in Memory:11189dev.tsf Edit Complete Retention/Detention Facility Design Route Time Series through Facility I 1 I I 1 I 10 I I I I I I I /., .u I Flow Frequency Analysis Time Series File:11189pre.tsf Project Location:Landsburg ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 1. 53 2 2/09/01 14:00 0.420 8 1/05/02 16:00 1. 06 4 2/28/03 16:00 0.612 7 8/26/04 1:00 0.963 5 1/05/05 10: 00 0.764 6 1118/06 21:00 1. 45 3 11/21/06 9:00 2.61 1 1/09/08 7:00 Computed Peaks -----Flow Frequency Analysis------- - -Peaks Rank Return Prob (CFS) Period 2.61 1 100.00 1.53 2 25.00 1.45 3 10.00 1.06 4 5.00 0.963 5 3.00 0.764 6 2.00 0.612 7 1.30 0.420 8 1.10 2.25 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 I 10'" I~-~ I I I I I I I (~) I I I I I I Flow Frequency Analysis Time Series File:11189dev.tsf Project Location:Landsburg ---Annual Peak Flow Rates--- Flow Rate Rank Time of Peak (CFS) 3.68 5 2/09/01 2:00 2.20 8 12/03/01 17:00 3.72 4 9/10/03 15:00 4.29 3 8/26/04 1:00 3.54 7 10/28/04 18:00 3.67 6 10/22/05 17:00 4.44 2 11/21/06 9:00 6.68 1 1/09/08 7:00 Computed Peaks -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 6.68 1 100.00 0.990 4.44 2 25.00 0.960 4.29 3 10.00 0.900 3.72 4 5.00 0.800 3.68 5 3.00 0.667 3.67 6 2.00 0.500 3.54 7 1. 30 0.231 2.20 8 1.10 0.091 5.94 50.00 0.980 I ·0 I -- I I I I I I Ie) I I I I I I I Flow Frequency Analysis Time Series File:11189rdout.tsf Project Location:Landsburg ---Annual Flow Rate (CFS) i. 53 0.284 0.726 0.328 0.751 0.389 1. 34 2.61 Peak Flow Rates--- Rank Time of Peak 2 8 5 7 4 6 3 1 2/09/01 11/05/01 2/28/03 8/26/04 1/05/05 1119/06 11/24/06 1/09/08 20:00 3:00 19:00 6:00 15:00 2:00 8:00 12:00 Computed Peaks -----Flow Frequency Analysis------- - -Peaks - -Rank Return Prob (CFS) (ft) Period 2.61 10.00 1 100.00 0.990 1.53 8.74 2 25.00 0.960 1. 34 8.66 3 10.00 0.900 0.751 6.48 4 5.00 0.800 0.726 6.34 5 3.00 0.667 0.389 5.35 6 2.00 0.500 0.328 4.05 7 1. 30 0.231 0.284 3.03 8 1.10 0.091 2.25 9.37 50.00 0.980 I ·0 I '-- I I I I I I I (~) I I I I I I Retention/Detention Facility Type of Facility: Side Slope: Pond Bottom Length: Pond Bottom Width: Pond Bottom Area: Top Area at 1 ft. FB: Effective Storage Depth: Stage a Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: Orifice # 1 2 3 Height (ft) 0.00 5.28 8.33 Detention Pond 3.00 H:1V 164.02 ft 82.01 ft 13451. sq. ft 34045. sq. ft 0.782 acres 10.00 ft 389.00 ft 220323. cu. ft 5.058 ac-ft 10.00 18.00 3 Diameter (in) 2.45 3.36 6.39 ft inches Full Head Discharge (CFS) 0.515 0.666 1. 429 Top Notch Weir: None Outflow Rating Curve: None Pipe Diameter (in) 6.0 10.0 Stage Elevation Storage Discharge . Percolation (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 389.00 O. 0.000 0;000 0.00 0.03 389.03 404. 0.009 0.026 0.00 0.05 389.05 674. 0.015 0.037 0.00 0.08 389.08 1081. 0.025 0.045 0.00 0.10 389.10 1353. 0.031 0.052 0.00 0.13 389.13 1761. 0.040 0.058 0.00 0.15 389.15 2034. 0.047 0.064 0.00 0.18 389.18 2445. 0.056 0.069 0.00 0.20 389.20 2720. 0.062 0.074 0.00 0.40 389.40 5499. 0.126 0.103 0.00 0.60 389.60 8339. 0.191 0.126 0.00 0.79 389.79 11093. 0.255 0.145 0.00 0.99 389.99 14052. 0.323 0.162 0.00 1.18 390.18 16920. 0.388 0.177 0.00 1. 38 390.38 20000. 0.459 0.191 0.00 1. 58 390.58 23143. 0.531 0.204 0.00 1. 77 390.77 26188. 0.601 0.217 0.00 1. 97 390.97 29455. 0.676 0.229 0.00 2.16 391.16 32620. 0.749 0.240 0.00 2.36 391.36 36014. 0.827 0.250 0.00 2.56 391. 56 39474. 0.906 0.260 0.00 2.75 391.75 42823. 0.983 0.270 0.00 2.95 391. 95 46413. 1. 065 0.280 0.00 3.15 392.15 50071. 1.149 0.289 0.00 3.34 392.34 53609. 1.231 0.298 0.00 3.54 392.54 57400. 1. 318 0.306 0.00 3.73 392.73 61066. 1.402 0.315 0.00 Surf Area (sq. ft) 13451. 13496. 13525. 13570. 13599. 13644. 13674 .. 13718. 13748. 14048. 14350. 14640. 14948. 15243. 15557. 15874. 16177. 16499. 16808. 17136. 17466. 17783. 18119. 18459. 18783. 19128. 19458. I 10 3.93 392.93 64992. 1.492 0.323 0.00 19809. 4.13 393.13 68989. 1.584 0.331 0.00 20162. I ~-~ 4.32 393.32 72852. 1.672 0.339 0.00 20500. 4.52 393.52 76988. 1. 767 0.346 0.00 20859. 4.71 393.71 80984. 1. 859 0.354 0.00 21203. 4.91 393.91 85261. 1. 957 0.361 0.00 21567. I 5.11 394.11 89611. 2.057 0.368 0.00 21935. 5.28 394.28 93367. 2.143 0.374 0.00 22249. 5.31 394.31 94035. 2.159 0.378 0.00 22305. I 5.35 394.35 94929. 2.179 0.388 0.00 22379. 5.38 394.38 95601. 2.195 0.403 0.00 22435. 5.42 394.42 96500. 2.215 0.424 0.00 22510. 5.45 394.45 97176. 2.231 0.449 0.00 22566. I 5.49 394.49 98080. 2.252 0.480 0.00 22641. 5.52 394.52 98760. 2.267 0.513 0.00 22697. 5.56 394.56 99670. 2.288 0.546 0.00 22772. 5.59 394.59 100354. 2.304 0.557 0.00 22828. I 5.79 394.79 104957. 2.409 0.611 0.00 23205. 5.98 394.98 109400. 2.511 0.656 0.00 23566. 6.18 395.18 114152. 2.621 0.696 0.00 23949. I 6.37 395.37 118737. 2.726 0.732 0.00 24315. 6.57 395.57 123639. 2.838 0.766 0.00 24704. 6.77 395.77 128618. 2.953 0.798 0.00 25095. 6.96 395.96 133422. 3.063 0.828 0.00 254.70. I 7.16 396.16 138556. 3.181 0.856' 0.00 25866. 7.35 396.35 143506. 3.294 0.884 0.00 26246. 7.55 396.55 148796. 3.416 0.910 0.00 26649. Ie:) 7.75 396.75 154166. 3.539 0.935 0.00 27054. 7.94 396.94 159343. 3.658 0.959 0.00 27442. 8.14 397.14 164873. 3.785 0.983 0.00 27853. 8.33 397.33 170202. 3.907 1. 010 0.00 28246. I 8.40 397.40 172184. 3.953 1. 030 0.00 28392 . 8.47 397.47 174177. 3.999 1. 080 0.00 28537. 8.53 397.53 175893. 4.038 1.150 0.00 28663. I 8.60 397.60 177904. 4.084 1.240 0.00 28809. 8.67 397.67 179926. 4.131 1. 360 0.00 28956. 8.73 397.73 181667. 4.171 1. 500 0.00 29082. 8.80 397.80 183708. 4.217 1. 810 0.00 29230. I 8.87 397.87 185759. 4.264 1. 870 0.00 29378. 8.93 397.93 187526. 4.305 1. 930 0.00 29505. 9.13 398.13 193469. 4.441 2.080 0.00 29930. I 9.32 398.32 199194. 4.573 2.220 0.00 30337. 9.52 398.52 205305. 4.713 2.340 0.00 30767. 9.72 398.72 211502. 4.855 2.460 0.00 312·01. 9.91 398.91 217469. 4.992 2.560 0.00 31616. I 10.00 399.00 220323. 5.058 2.610 0.00 31813. 10.10 399.10 223516. 5.131 3.120 0.00 32033. 10.20 399.20 226730. 5.205 4.020 0.00 32254. 10.30 399.30 229967. 5.279 5.160 0.00 32475. I 10.40 399.40 233225. 5.354 6.510 0.00 32698. 10.50 399.50 236506. 5.429 8.020 0.00 32920. 10.60 399.60 239809. 5.505 9.500 0.00 33144. I ! " 10.70 399.70 243135. 5.582 10.070 0.00 33368. 10.80 399.80 246483. 5.658 10.610 0.00 33593. 10.90 399.90 249854. 5.736 11.110 0.00 33819. l~J 11.00 400.00 253247. 5.814 11. 590 0.00 34045. I .... 11.10 400.10 256663. 5.892 12.050 0.00 34273. I I I I I I I I I() I I I I I I I " .u I 11.20 400.20 260101. 5.971 11. 30 400.30 263563. 6.051 11.40 400.40 267047. 6.131 11. 50 400.50 270555. 6.211 11.60 400.60 274085. 6.292 11. 70 400.70 277639. 6.374 11.80 400.80 281215. 6.456 11. 90 400.90 284815. 6.538 Hyd Inflow Outflow Peak Target Calc Stage Elev 1 6.68 2.61 2.61 10.00 399.00 2 3.68 ******* 1. 53 8.74 397.74 3 4.44 ******* 1. 35 8.66 397.66 4 3.54 ******* 0.75 6.48 395.48 5 3.72 ******* 0.73 6.34 395.34 6 3.67 ******* 0.39 5.35 394.35 7 4.29 ******* 0.33 4.06 393.06 8 2.20 ******* 0.28 3.03 392.03 ---------------------------------- Route Time Series through Facility Inflow Time Series File:11189dev.tsf Outflow Time Series File:11189rdout Inflow/Outflow Analysis Peak Inflow Discharge: 6.68 CFS at Peak Outflow Discharge: 2.61 CFS at Peak Reservoir Stage: 10.00 Ft Peak Reservoir Elev: 399.00 Ft Peak Reservoir Storage: 220322. Cu-Ft 5.058 Flow Frequency Analysis Time Series Fi1e:11189rdout.tsf Project Location:Landsburg Ac-Ft 12.490 0.00 12.910 0.00 13.320 0.00 13.710 0.00 14.090 0.00 14.460 0.00 14.820 0.00 15.170 0.00 Stor:age (Cu-Ft) (Ac-Ft) 220322. 5.058 181859. 4.175 179695. 4.125 121525. 2.790 118004. 2.709 94971. 2.180 67507. 1. 550 47879. 1. 099 7:00 on Jan 9 in Year 8 12:00 on ,Jan 9 in Year 8 ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate (CFS) Rank Time of Peak - -Peaks ~ -Rank Return Prob 1. 53 0.284 0.726 0.328 0.751 0.389 1. 34 2.61 Computed Peaks 2 8 5 7 4 6 3 1 2/09/01 11/05/01 2128/03 8126/04 1/05/05 1/19/06 11/24/06 1/09/08 20:00 3:00 19:00 6:00 15:00 2:00 8:00 12:00 (CFS) (ft) Period 2.61 10.00 1 100.00 1.53 8.74 2 25.00 1.34 8.66 3 10.00 0.751 6.48 4 5.0n 0.726 6.34 5 3.00 0.389· 5.35 6 2.00 0.328 4.05 7 1.30 0.284 3.03 8 1.10 2.25 9.37 50.00 Flow Duration from Time Series File:11189rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.022 33762 55.059 55.059 44.941 0.065 5780 9.426 64.485 35.515 0.107 6313 10.295 74.780 25.220 0.150 5297 8.638 83.418 16.582 0.449E+00 0.355E+00 0.252E+00 0.166E+00 0 .. 990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 34501. 34729. 34959. 35189. 35419. 35651. 35883. 36116. I '0 0.193 4099 6.685 90.103 9.897 0.990E-01 0.236 2499 4.075 94.178 5.822 0.582E-01 I 0.278 1548 2.524 96.703 3.297 0.330E-01 0.321 812 1. 324 98.027 1.973 0.197E-01 0.364 706 1.151 99.178 0.822 0.822E-02 0.407 172 0.280 99.459 0.541 0.541E-02 I 0.450 24 0.039 99.498 0.502 0.502E-02 0.492 18 0.029 99.527 0.473 0.473E-02 0.535 16 0.026 99.553 0.447 0.447E-02 I 0.578 48 0.078 99.631 0.369 0.369E-02 0.621 44 0.072 99.703 0.297 0.297E-02 0.664 30 0.049 99.752 0.248 0.248E-02 0.706 25 0.041 99.793 0.207 0.207E-02 I 0.749 27 0.044 99.837 0.163 0.163E-02 0.792 10 0.016 99.853 0.147 0.147E-02 0.835 11 0.018 99.871 0.p9 0.129E-02 0.878 12 0.020 99.891 0.109 0.109E-02 I 0.920 16 0.026 99.917 0.083 0.832E-03 0.963 19 0.031 99.948 0.052 0.522E-03 1. 01 12 0.020 99.967 0.033 0.326E-03 I 1. 05 6 0.010 99.977 0.023 0,228E-03 1. 09 2 0.003 99.980 0.020 0.196E-03 1.13 1 0.002 99.982 0.018 0.179E-03 1. 18 2 0.003 99.985 0.015 0.147E-03 I. 1. 22 1 0.002 99.987 0.013 o .130E-03 1. 26 3 0.005 99.992 .0.008 0.815E-04 1. 31 0 0.000 99.992 0.008 0.815E-04 I (~) 1. 35 2 0.003 99.995 0.005 0.489E-04 1. 39 1 0.002 99.997 0.003 0.326E-04 1. 43 0 0.000 99.997 0.003 0.326E-04 1. 48 0 0.000 99.997 0.003 0.326E-04 I 1. 52 1 0.002 99.998 0.002 0.163E-04 I I I I I I I. {~.~) I I ·0 I I I I I I I I (~) I I I I I I I Flow Duration from Time Series File:11189pre.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.382 60767 99.098 99.098 0.902 0.902E-02 0.435 119 0.194 99.292 0 .. 708 0.708E-:02 0.489 83 0.135 99.428 0.572 0.572E-02 0.542 92 0.150 99.578 0.422 0.422E-02 0.596 58 0.095 99.672 0.328 ' O. 328E-02 0.649 50 0.082 99.754 0.246 0.246E-02 0.702 35 0.057 99.811 0.189 0.189E-02 0.756 27 0.044 99.855 0.145 0.145E-02 0.809 18 0.029 99.884 0.116 0.116E-02 0.863 9 0.015 99.899 0.101 0.101E-02 0.916 10 0.016 99.915 0.085 0.848E-03 0.969 9 0.015 99.930 0.070 0.701E-03 1. 02 9 0.015 99.945 0.055 0.554E-03 1. 08 5 0.008 99.953 0.047 0.473E-03 1.13 8 0.013 99.966 0.034 0.342E-03 1.18 3 0.005 99.971 0.029 0.294E-03 1. 24 5 0.008 99.979 0.021 0.212E-03 1.29 2 0.003 99.982 0.018 o .179E-03 1. 34 4 0.007 99.989 0.011 0.114E-03 1. 40 2 0.003 ' 99.992 0.008 a .·815E-04 1. 45 2 0.003 99.995 0.005 0.489E:-04 1. 50 1 0.002 99.997 0.003 0.326E-04 1. 56 2 0.003 100.000 0.000 O.OOOE+OO 1. 61 0 0.000 100.000 0.000 O.OOOE+OO 1. 66 0 0.000 100.000 0.000 O.OOOE+OO 1. 72 0 0.000 100.000 0.000 O.OOOE+OO 1. 77 0 0.000 100.000 0.000 O.OOOE+OO 1. 82 0 0.000 100.000 0.000 O.OOOE+OO 1. 88 0 0.000 100.000 0.000 O.OOOE+OO 1. 93 0 0.000 100.000 0.000 O.OOOE+OO 1. 98 0 0.000 100.000 0.000 O.OOOE+OO 2.04 0 0.000 100.000 0.000 O.OOOE+OO ' 2,09 0 0.000 100.000 0.000 O.OOOE+OO 2.14 0 0.000 100.000 0.000 O.OOOE+OO 2.20 0 0.000 100.000 0.000 O.OOOE+OO 2.25 0 0.000 100.000 0.000 O.OOOE+OO I 10 I'" Flow Duration from Time Series File:11189rdout.tsf Cutoff Count Frequency CDF Exceedence_Probability CFS % % % 0.022 33762 55.059 55.059 44.941 0.449E+00 0.065 5780 9.426 64.485 35.515 0.355E+00 I 0.107 6313 10.295 74.780 25.220 0.252E+00 0.150 5297 8.638 83.418 16.582 0.166E+00 0.193 4099 6.685 90.103 9.897 0.990E-01 I 0.236 2499 4.075 94.178 5.822 0.582E-Ql 0.278 1548 2.524 96.703 3.297 0.330E-01 0.321 812 1. 324 98.027 1. 973 0.197E-01 0.364 706 1.151 99.178 0.822 0.822E-02 I 0.407 172 0.280 99.459 0.541 0.541E-02 0.450 24 0.039 99.498 0.502 0.502E-02 0.492 18 0.029 99.527 0.473 0.473E-02, I 0.535 16 0.026 99.553 0.447 0.447E-02 0.578 48 0.078 99.631 0.369 0.369E-02 . 0.621 44 0.072 99.703 0.297 0.297E-02 0.664 30 0.049 99.752 0.248 0.248E-02 I 0.706 25 0.041 99.793 0.207 0.207E-02 0.749 27 0.044 99.837 0.163 0.163E-02 0.792 10 0.016 99.853 0.147 0.147E-02 I 0.835 11 0.018 99.871 0.129 0.129E-02 0,878 12 0.020 99.891 0.109 0.109E-02 0.920 16 0.026 99.917 0.083 0.832E-03 0.963 19 0.031 99.948 0.052 0.522E-03 I (~) 1. 01 12 0.020 99.967 0.033 0.326E-03 1. 05 6 0.010 99.977 0.023 0.228E-03 1.09 2 0.003 99.980 0.020 0.196E-03 1.13 1 0.002 99.982 0.018 0.179E-03 I 1.18 2 0.003 99.985 0.015 o .147E-03 1.22 1 0.002 99.987 0.013 0.130E-03 1. 26 3 0.005 99.992 0.008 0.815E-04 I' 1. 31 0 0.000 99.992 0.008 0.815E-04 1. 35 2 0.003 99.995 0.005 0.489E-04 1. 39 1 0.002 99.997 0.003 0.326E-04 1. 43 0 0.000 99.997 0.003 0.326E-04 I 1. 48 0 0.000 99.997 0.003 0.326E-04 1. 52 1 0.002 99.998 0.002 0.163E-04 I I I I ( ) I '\",,:::/ I I 10 I -- I I I I I I 10 I I I I I I I .. , IV Duration Comparison Anaylsis Base File: 11189pre.tsf New File: 11189rdout.tsf Cutoff Units: Discharge in CFS Cutoff 0.382 0.470 0.559 0.647 0.736 0.825 0.913 1.00 1. 09 1.18 1.27 1.36 1. 44 1. 53 -----Fraction of Time--------------Check of Tolerance------~ Base New %Change Probability Base New %Change 0.90E-02 0.59E-02 -35.1 I 0.90E-02 0.382 0.360 -5 .. 7 0.61E-02 0.49E-02 -19.8 1 0.61E-02 0.470 0.376 -20.1 0.40E-02 0.41E-02 3.3 I 0.40E-02 0.559 0.564 1.0 0.25E-02 0.26E-02 4.6 I 0.25E-02 0.647 0.664 2.6 0.16E-02 0.17E-02 6.1 I 0.16E-02 0.736 0.750 1.9 0.11E-02 0.13E-02 17.4 I 0.11E-02 0.825 0.872 5.7 0.85E-03 0.88E-03 3.8 I 0.8SE-03 0.913 0.916 0.3 0.62E-03 0.34E-03 -44.7 I 0.62E-03 1.00 0.949 -5.2 0.44E-03 0.20E-03 -55.6 I 0.44E-03 1.09 0.978 -10.3 0.31E-03 0.lSE-03 -52.6 1 0.31E-03 1.18 1.01 -14.2 0.18E-03 0.82E-04 -54.5 1 0.18E-03 1.27 1.16 -8.7 0.11E-03 0.49E-04 -57.1 1 0.11E-03 1.36 1.25 -7.7 0.65E-04 0.33E-04 -50.01 0.65E-04 1.44 1.34 -7.1 0.16E-04 O.OOE+OO -100.0 1 0.16E-04 1.53 1.53 -0.4 Maximum positive excursion = 0.058 cfs ( 7.4%) occurring at 0.789 cfs qn the Base Data:11189pre.tsf and at 0.847 cfs on the New Data:11189rdout.tsf Maximum negative excursion = 0.101 cfs (-21.2%) occurring at 0.479 cfs on the Base Data:11189pre.tsf and at 0.377 cfs on the New Data:11189rdout.tsf I ·0 I PROPOSED PLAT OF STONERIDGE SIZE THE BASIC WET POND I Vr = [0.9 Ai + 0.25 Atg](0.043) = [(0.9)(9.62) + (0.25)(6.56)](0.043)(43.560) I = 19,306 CF I Vb = (3)(Vr) = 57,918 CF I .1 I 1'0 I I I I I I, 1--.u I 11 I 89.00l.doc {IPJldmltep} I. 10., ___ . I· - I I. I I I I Ie) I I I I I 1:-. I (-I~ I . 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN I I 0 I - I I I I I I I (J I I I I I I I () I -.. I' 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN As mentioned previously, the SCS-based hydrograph method was utilized for the 25-year rainfall precipitation during the 24-hour .storm event for a hydrograph computed for each catch basin sizing the conveyance system on-site and routing runoff into the wet/detention pond located in the north central portion of the project site. This is in accordance with the 1998 King County Surface Water Design Manual when the contributing area is over 10 acres in size. 11189.00I.doc [JPJ/dmltep] I 1 0",. ! -., I I I I I I I Ie) I I I I I I I· , ( ) I ,- I -rhi t hJ~/oy""ph Vl/kS nro .v-.:, de::(<!V'''''''I'1e-<='\ t) ..f-D ('" ~ ; r:;.; "'1 ~ke c."" J ""~,,...T" /' e.-tp J 4(f:.e. ........, e-J--V- I1.-~Jer'" 14-f~~~tie.. :S~, ~~ ~re..., ~$t/CC'A A~ended on: 16:58:53 ThursdaJ) Ma~eh 11, 2004 t::::>~' s l n .e-:-t"'-" b"v ft r 'n~ J()~*lo1) it~ 5.-ec., ~~ c::..CO"'-i---tb f-'~ 11189upstream east Event Summary J_ .... { -""'l • 'l{ IZl'ASff'l. ~ f Event '[Pea'k Q (efs)[Peak '.fJ!J_r.~).iI.~Y~. Y~I,(acft>.~I~.r.e~.(ae)ilife~IRa~n:type, 16 month /32145 .. ,I ,"9~,~q,." :1". ,,,..?1~~1. 1/ .~~:~~OO ;1 SBUH ,rrr~ I 2,Year I 9.4961 ! ~.,67 L 7.2749 187.2400! SBUH ITYPEIA 110 year I 17.0308 I . 8.50 :1 11.8768 r 87.2400 fSBOOfTYPElA" :12S.,Y~~r:I.' ,22:~g93 . f:'q~jq. .J,'.J?,.2297 I??·2.~9.9,j~B~ {T~~lA; 1100 y:~d "?8.~711 .... ~:?~ ..... ,,J. "18:~~~3q,,,J~?:.?~99J ,~,Ill!HITX:P]jli\; Record Id: 11189upstream east il~~~ig~~1:~t~~'~" '''.'':~~:r,''~'':.:~~l!:ii_·': . .Jl~~!"~i~~i.~p.~.-"""'~'~':"'"~:·,, ,,'" ", i. ",' '''TYPE'iA' , ... !llIyd Intv, . ," .", .. 3 ,', 1.~,:QQ,~~_.JI?~_~~.~ ~~~!~E ...... _ ,", ."., ,.t " ..... ~.~~·,9.9 ' ...... ~ t. 'I 1[1 IPervious A;ea ····--;1 -j2;2~=~=:jl~rC~O~~-"~f~.... .",1'·· ..()~~~ .. j IPervious eN I 85.96 ilDC CN . :j 0.00 fP;rvious Tci 60.09 ~in' ;In,c TC'" 01 0·99 ~in, 1 Pervious CN Calc ,-----. De~c~iptio.~,,,, ., '. I SubArea -'I Sub en 1r----1-m-pe-rv-j-ou-s-su-. Ii-a-:':e"-'-.. ~';';"';;W=. ac:..:.ve-""~""-,~::..c.nt=s.''-'"r.'-'-oo.c.-;!'--s,-'-et'''-'-,~)-'-,= .. -'-'--"--.1 4.36 ac . I 98.00 I .11,e.<:l~~".'.()~.!'>~~t!-lr.~ ' .. ' """ .. :1.,82:88ac, j. 85.00, :J~~ ~~~--.,=. -'-. ,c:..:.pe~_~=J~()u=s=.~=.~~~=~o=_~~j~e~, ~=,~~,~=_.(-,~=,~=_~=_2="2= ___ -'-_=,.,=_,~,=,,, =,,~~, :1 .. 8~:~~." '" .,', .•• " ._.".",~ ,,, ..... ~ .,' ._·,· .• ·~ .. ~"., .. ··.,~~"c·.,' ,._ .. ,_c." •. " •.. .., ... _ .. "." .. _, .. .-__ ••.. ~., ...... , _n .. ' •. ,. • ~ ~ • o o~' : 1 ... ,1/' ... / ---- , " 3001l:l3NOiS I I / - ,/ / / / --- 90086 NOJ,ONIHSV M '3MaTlElS 001t 3JJnS • is H.1.B '3'N O~C~I NOLlVl:fOdI:lOO J.N3Yid019ASlO '10 SEDt I./O:j ~~\ IV'..!' ---- ./. ">0717'-.... Sl'~s "-1Hl"NOIfINiJ 'OH\.Uo'.Itns ~ -'ONtlolMd ~ 'OKumHlOMJ 'W:l .,.,..." ...... if¥ .. . .Ot-.~ 'l:fJ tilLIl-~;t(~h) f . .~ -""'-~M</' .... 1\01 .... ttt9-~;Z(;t.) ."", .-Z~oe6 V"" 'lH'~ ~ . ...'-69IU .... f'I"'"",*,,"ua ~J.nos 3nNlIV ONZ£ ;IZB~ I)\,H~ I~"" ! / $ .. _--------.. ~'-~- "~ .. ",-.' ) ; -------- I ·0 I I I I I I I I C) I I I I I I I ( , • ,~ I Appended on: 08:53:44 Friday, April 02, 2004 ROUTEHYD [] THRU [pond] USING TYPEIA AND [25 year] NOTZERO RELA TIVE SCS/SBUH I ·0 I- I I I I I I I ('.' ,--) I I I I I I I ( ) I \~ I I In I '-' I I I I I I Iz] I I I I I I I I \--) I Appended on: 08:10:29 Friday, April 02, 2004 Layout Report: pond ·IE~IPr.~~~·~·(i~); 12 year 12.2000 r 1 Oye;;-iZ§700- [25 ye;-T3.5000 11 OO-y;~-; [4.0000- Reach Records Record Id: pIO ISection Shap~: . ..n. .:t~i!~.~!~ .. :.·._=·.,·:.~~·· ~'._ .. '.~ J Iu nif0rm. F.1C}w. ~e_thC!~:JI~~!l_~~~~:~._,._ ... ___ ... __ . __ Jr..?~~!l~~~.!:_ .. ___ .J IQ:g ~?_~_ , ... __ J IRout~ ng~eth?~: ._J I.T~~~~!_!~IE~J!~~~~a~~o_~ ~ributing !l Y~ll.. " __ ........ _.1 IDnNode .. .....jk~? __ ._ .. _ ........ _.,_._ .. , .. __ ,JI!1J~?~~ ...... __ ... _ . ..JI~!J.lQ.. ...... _ .... __ j IMaterial .: [~(}.~,~:~.E~r.! ... _. . "'. ." J I§.~~~ .. _ .. _._._.. ..~ ... j L~.?:'.Q.~~Ip., .... I lEnt LosseslGroove End wlHeadwall ~ert I~~::tft ... . Hlr-:~=~-=~=v=ert"':"'·"'::"· ·...::.:.··=·:..:..---I~~I iri2:fi r Conduit Constraints . [Min 'VellMax Vel IMin SlopellMax Slope:IMin Coveri J 1.00 ftls 115.00 ftis 10.20%: ·.I?~~o.~Cf~· . .I3~09t~,: ~.:' " rD='~ r=o=p==ac=r=os=S=M=H======i=lo=.o=o=oo:::±:::it=' ;::: .... ±:::. :::. :::::::==n .~ ... =. '~iE=" ~='n=n~fi'-'-l R::-a=te-.~. 10.'0000 i ~hr t~p, Invert _____ .. 196.1282 ft IDn Invert .ll00.90.~9 ft.: IMatch inverts. Record Id: pII ISection Shape: .. ·'l~~·;~~·i~~-·.·: .:,·.,··'.'·:.::1.--_____ ,--__ _ IUniform Flow Meth0rl.:;I~anl1il1.~'~ ................. :I~.~e.~:~~Tl!.: .......... _j9..:9}}9. ...... ; ,IRouting Method: ITn:ivel Tim.e T!~n~I.~t!C},~!I,g?~~~~~~!,~ltI.ix~II __ ... _,....,:.-.: IDnNode jcblO .. J~.p.~.oA~, ........... ....!I~~.~} ......... .. I In ..... -........ I I I I I I I 10 I I I I I I lu I I · :I Conduit Constraints I · '~~~rM~~ ·v~i";I~~~~::sI~p~ii~~~~·~~i;.e~lr~~~~~~~~EI Jl.O~JtI~:115·90 Ws;19,~Q.~ ....... I[?Q:.9Q~~ .. .I13.:QO f!. J · .............. ' ... ' .............. _-•.•........ "'-' ---... -.•• -._--. -.. -.-... .. .. -... -........... -... j ·1I?r.~p~~ross _!vfH._._.Jq:~Q9~'!'~_ ... _._._ ...... _. _ .. _ .. JI~0nfil }~~te._ .. _ .J~ .QQ.DQ inlh!J ·Ir-u-"-'-p.::..:..~n..:-:.y_ert....;.: .. -'-. ~:...:....::.;....:...: . ..::.:.::J.I?~:.~±~Q_i~ ___ . ___________ !I_Dn .. _Invert. __ .. _ .... JI.~QQ:..Qo~QJ.~J ·IMatch inverts ... Record Id: p12 ~cti~~sh;-~---··-!Circula~ . 'p' •.••.•. J,r--_____ ~ __ _ IUnifonn Flow Metho~: I~~~~,i~~'~ ... _ ........ ~ ... "lg~~f~~~~~~: .. _ .. ~ .... :IQ·q.pp. IRouting Method: !l'r~\,el1.\rne T~~nslati~!ljl~?n~.~.~~~nJLI:Ix~iL ................. _ ... : !DnNode\cblO . :IUp~od~ ...J~?12.,. .. . IMaterial ·!Conc-Spun!Size :112" Diam . lEnt Losses IGroo~~ End wlHeadwall ' .. ' '" .' .. .... .. .' ILeng~h 1.~~P·~~2Q_~t_~_.:._· ... __ ... ~·., .. :.~~.~~.~?~~·_.·· ... _ .. ~ .. _~_~ .. _~ll~~qQ~·.·:.~ .. ·.:.·._ .•.. ~ lup I~y~rt ...... hPQ~QQOQf~ ...... _ ... __ ._. __ . ..lIQ~}nv~~_. ""_ jl~6:oo00.rt...J Y' __ •• ~ _ •••• _~w ww_,,, _" __ .,. ___ ~ •• _ •• _. __ -.~¥ .. ____ • _____ _ I Conduit Constraints .! '" .. , ..' ..... . .... .......... .. ............ _,, __ ... _ .............. _. .. .... _ ._,.... .. .. _., .. _ •. _J IMin VeI;/Max Vel l~iT1 ~1?p_eJI~~~.§.!?p~iIM~!.l._~.()~.~d l~~s 115.00 ftls 10.20% :1?q~qq~~J3.g0.f.t:'H' j I Inrop across -MH -~.OOOO ft ....... "-'''IE~iInf"ii -Rate ....... '10'.0000 in/hr: 1uPI;;ert .. ·-··· .. -··-----196 .O·OOOfi-·-·----IDn Invert flOO.OOod f~ Record Id: p13 jSecti~-;;-Shape: ·-·--Pr~clar-----'"-I !Unifonn Flow Metho(i]Manning's. . ... .. ~!i~ie!l!: .... '. ,IO:9Po.. IR.outing Method: . ITra,,~~:r~.lTl~.?-'r.~_~_s!~.ti?~jl~?~!~~~~~.~J!}'Ej! .. ".'" .......... , I ·0 I '-' I I I I I I 10 I I I I I I I • () I '1~~N.~d~:·-·:'·· .. " ....... -...... -.. ;[~~~~~~" .• ~ ...• ~.~--:'~· •.. ~.·-.~-:"'~·.·~·J[tip.~?~.~~:·=~_JI~.~~ .. ~~ __ ·~~_~=: !~aterial. . _ ... !~?~~::~J~~~_ ....... _.. .....J§.i_~~ .. ____ .. ~ ... _~_ .. J I.!.~~.~!~.J lEnt Losses . . .._.:IQ:o?_~e}:<:~~.~~ea~~~}1 . __ ._._ .... _ __ _____ ._.u_ ILengt~ .. :!3I,·99QQ.!t.__ '" _ ........ _ ... i!§!.?p~_ .. __ ... :. __ .. _. __ .J~.:.€?'.!~ ... _ ....... j !Up Invert 1100.0000 ft ·1n.n!EY~E! ...... _ ...... JI2_8..:?'!Q2_ft ... i r-' Conduit Constraints ....... .. -_. ~-YeJrMax Vel IMin Slope ~'Slope IMin Cover'; 11.00 ftis 115.00 ftis [G.20%~-[50.00%· 13.00 n" ~ ]'liop acro~s ,MHIo r--._OO-'--O'-O-'-ft __ . __ ._IF:?'/I':lfill~ate... .IQ·QQ99J'~I.~r !uP Invert: 198.5709 ftlI?~ It~y~~.. .JIQ~:9090ft. Ir-M-'-a-'-tc-'-h-in-"v--'ert-'--s-,: -.... -.-. ---'- Record Id: p14 ISection Shap~: 'ICir~'~l~; ....... .. ij IUniform Fl~~.Method:!\~·~.;~~~~:;' .• -·· ",~ ... __ . -~~. ~.iilr-~-.?~-_!fi-2~-i_~-n-t:-.-_---'J!Q:Q'!]_9 ....... __ ... : :!Routing M~thod: ... ,.J:rr~y~l. !i.~c: !~a':l~.l~ti?!'lj~~!lt~buting HY~I ""'''__ ... __ .. _; IDnNode ,"cbI3.,.. ..... ,.. J~P~'?~~ .. _. __ ._Jc~.t..~.. ' [Material IConc-Spun J~!~~... .,. .... .. J.1..~.':_D~~ .... i lEnt Losse~ IOr;ove End w/Headwall .. .. [L~th--'-------'--[77.Oooo··fi·-------·---· --jslopeI1.98%. lup Invert 1100.0000 ftlJ?n Invert , 198~4754 .ft ~" ,~ r-----Conduit Constraints . ·IMin VellMax Vel IMin sl~p~:IMa~ Slope:'IMin C()'~~~! 1.1.00 f.tis:115:00 ftisj020%rsO.00%13..00 ft . .: :iDrop. ~c~oss MH Iup Invert [Match inverts. Record Id: pIS ISe~ti~n Shape:' .. 'Ici~~.~lar .-..... "1 IUnifo?TI ~~~ ~ethodJ~ann~ng's_______ I'---C-oe-ff-ic-ie-n-t-. -.\0.0130 I ·0 I I I I I I I 10 I I I I I I I . I (J I IRoutin~ Method: I!~av~l i'i~e:ir~~~!~~i~~I1.!t~?~~~?utin~·~Y?il.'· .. ". . .. j [DnNode ~. . .. J~p~ode. .!cb}5.. . .1 IMaterial IConc-Spun ISize 112" Diam IEn~ Losses IGroove E~d wlHeadwall .. . .. .. . . .\ r-IL....:.;en:.c-~.;..;..th--.----'----fiOD.O~-. . . _. : J~I~.-~--. .-. ]f~~~ .Iup. In vert " .. ' .... . I ~.q9·.~Q9.Q Xt ____ .... ___ ... '''_ .. _J!2~_!~_~~~ ., _,., J.?2:.~9.9Q.r~ .... ~ . il.·... . . .-.... ....... . .. ~o~~~ii .. f~~~!~;.!~!~-~_.:~_-.. ·~.~·,~_.·~-. __ '.:~.J : :I~in Ve!;Irvt..ilxVe.1 JIytin ~}.o.pell~a~. S.!gE~:I~i~.~.ov~EI .11.~0 fUsiI15.~qf~sI0.20~ J?q·Q9~ ..... '1~:QgJ! .. __ ..! .. -.-,~.', -~.--. ,. ... ~.-.,-.... -,-.-,,-,-.--.--.-" -~.-.-.. '~-"'--" ----~-... , ... -"~ IDrop across MH 19.0999 f~ ................ _ .. ,.J~.}(r.l!l.fiL~.a.~~.... .:lQ.:.QQQQi.!lth..f; Iup Invert -199.5000 ft . .. ,lpn..Iny.~rt . :1!.0.2:9Q~qf!_; IMatch inverts. Record Id: p16 jSection Shape: \Circular! !lJniform Flow Method~-IManning's ~fficient: .10.0130 IRouting Method: ITravel Time Tr~I!sl~ti()n:l~o!1tri __ butingH..Y~:I .... ' .... .IDnNode IcblSIUpNode :jcb16 IMa~e.riaI Ic.oI1~-~r.~~ ___ ........ __ .. ,' ... !I~i~~·.~·':' . '" ."~ .. "iF[i2:"::::':';~='-P=·.i~';:;':"·~. __ -'-, __ ":':;.:1 'lEnt Losses IGro~,,~ ~I!ct ,~~~~~~~l~ .... _ .. _ .. ' .......... """_" ___ ,,,,, _ .. . 'ILength 131.099g ft .. . ... , J:SIgpe __ . ..-.I~g.:?oro " ..• Iup Invert . \109·~~qqJt... . .. .1])0. ~~.ve!l _ ... J?§-:~??.Q.f~ ... Conduit Constraints IMin Vellr-M-a-x-V';"""e-'lr--IM-in-S--'l~;;"": •• ~-"-~IM~'~-slop~;rMi~ 'C~v;rj 11.00 ftls fl5.OOft;~ro.20%· ··t50.00o/~"·· If3.00 'f~" '" .. " IDrop across MH 10.0000 ft . fExfInfil Rate Iup Invert [96.6830 ft IOn Invert lMat~h-i'~ vert~~-'---'-"-'- , .• -.. ". ~ ... " ¥...,.-. -..... ,. . -IO:09.q9}T1/~~ 1100.0000 ft . -------- Record Id: p17 ISection Shape: ICircul~ .. '.. ..... \ ·1 10- I'-- I I I I I I ICYt I I I I I I I o I I :[U~if~~Fi~-~"M~~h;d:!rM'~n~"i~"~~~"'"-''''-'''-'''''-' ...... jrc~~fii·~i~~~~ .. ·· ... -;['0'-0130"" .. ' :IR~~:~~,~~'~~~~?~~":~,"·:·",Jli~,~i~)j~! .. ~~ .. Ii~~~~i,~~i~~II~;;i~~~~~;~~~i~!I:·~~::,·.-.... ,:"",.·,· . IDnNode !jcb15 I[UpNode :lcb17 [¥;~e~~! .~. . .." .... ....... ' "': [~?;,~~~E~;:~' .. ~".:~:~~."_ ... ~'_J.~J.~~'''~~-'' ""'-'"'' .... "'i l;=i·=2:'-"-,p'-'-.i':":"a.~=·.':"::'. ."::1 [Ent Losses [Oroove End wlHeadwal1 ILength . 1100.0000 ft .. '. r-IS-Io-pe--'--[0.50% Iup Invert 1100.0000 ft '-ron Invert --[99.5000 ft . 5.-I~:o~;:~Ii!~:;I%!i;iOP~.~ IDropacross MI-I ... . . 10.0000 i; .. '" '. "IE~ti~fil Rate Iup Invert . ·~9.5000 ft ID~ Invert [Match inverts .. Record Id: pIS ISection Shape: ... .. Jc.~~~~iaL.~: .. ~ .. · .'.: .. " ~.~' :1 lo.ooog inlhr 1100.0000 ft IUnifonn Flow Method::IMal1l1in~'~ .... , '" " ....... J[<=.:o.~~~:}.~l1!: ........... :19~0}}0. '~ing Method: ITravel Time TranslationilContributing Hydl IDnNode . . Icb17 . ". "IU~N~d~"""'" '" .. i--'-[cb-1-8 '--'-~I [MaWrial rCo~~--rSi~e [12" Diam" . lEnt Losses lor. ooveEnd wlHeadwall.. ____ . . ._._1 1 ILength 1100.0000 ftlSlope 10.50% Iup Invert 1100.0000 ft 'ID~ I~vert 199.5000ft ~ Conduit Constraints .. .;-----. I~~ ~:l·~I~~6!IOp~,i~:o~or:lr~6.;,ove~ [Drop a~r~~~MH n .... ' 'lo~oo'oO'f;:' q •• " • ':fE~'Ii~fiiR~t~ Ii-'-q:-.qo-'-.. O-O· i~/hr 'Iu~ iJl\fe~.' ......... -.1·99j()O~.-!t-:,J~~::i;~~~~·--"·... J~09.g000 ft IMatch inverts. . ," Record Id: p19 I '0 I I I I I I I 10 I I I I I I I I IU I Record Id: p2 ~ction Sharf!: ..... ,.Ic:.i~clJ.!~ . .. . "., .. , .. ·1,--__ _ IUnifonn Flow Method: IManning's ICoefficient: 10.oi30-1 . ..... '.. . .. .... I IRoutingMeth()d:,I!~~~e}. :Tin:.e T.r.ansl~~i()nIC?.~!rilJ~ti.n~. Hyd I ..." I l1?nNo.de ._.~Ic~?~..._ ... _ ....... _ ......... :lUp~~~~ .... . .lcb24 . . ,! .IMaterial ..... _ ... ;I~~!1.~.~_~E.':l~_ .. _ ... _ ....... " Js,.~z..~ ... _ .. < •• ". .,'115:.', D.!am .. 'I l~nt.Losses .. ' ... _.!12~~-,?~e_~~~~~.~~~:,,~I~... ................. . . I lLen&th . .. '. ". " ... il~!:29.QQJ! ......... __ " .. , .... J~Io.p~.. ......... ..' tl?}~%. ... ' Iup Invert. ..' ... ,i}.Q~·.09QQ .. f~. .. ........ :I~~}~.y.~r.t. .. " J??~9!0 ft . 11~IMax v~iif!;~f:~r:;~Io~:~n~o] ~;.:OO ftfs 115.00 !tls 10.20% .150.0?% 13.00 f! J IDrop acr~ss MH \0.0000 ft r-IE-xlI.....:..n-"-fj-]I-R-at-e-·---fQ.OOOOinlhr fUPInvert 192.4970 ft .ID~I~ve~ . \100.0000 ft IMatch inverts. . ...... . . ...... .. Record Id: p20 I ·0 I I I I I I I 10 I I I I I I I , U I I ;1~~~~ti~~·.Sh~·p·~: .... ..:':. iC:~ir.c.~I31~: .... __ ._n ... :.'-'~"-~~"~'-]''-------'--------'1 :IUnifo~ ~low rv1~th()~: IM~!Ini~~'s. . ......... _ ... _.Jg.~~!f~c.!.~!lt.:. " ....... 19.·.~~. 3.9 ......... _ .. j ~nJ?;Metho~: ..' l'I.'ra vel 'Time !r.a~~lati~~.1 !g.?.~!!_i?_~~!_~&}!.X~i L .... _. .......... "'_'" i IDn~od~lcb ~ ~.. . .... .............. J!:!.pN~~.~_ ....... ,,, ... ,,;I~~?9 ___ ... _.i IMateri ~I. . ... : Ic:o.~c~~p.~I,1 .... """ ... .......... j I.~~.~~ .......... _ ........... Jl.?" . Q~~~.~_.! lEnt Losses IGroove End w/Headwall -----. ILength . 187.0000 ft ..... . .. -isi~~~ ... . . Iq.50~-."":·~: Iup Invert ---1100.0"000 ft-·----~ID~ .. i~vert !99.5650ft rr===:========~:~::=':::======:::::::::::=:==-"::==-'::::::=''::::::::'=:':=::--''-'---''-'-''-'---"._--" '-" II Conduit Constraints . IMin Vel!Max Vel [Min Slope'~ SlopelMin Cover, .Ii·oo f~s.115.00!t1sI0.20~ .' 150~00%'" :!3.()O f! .. ' ,,: IDrop a~ross MH ... lo.OOO()·ftIE;~;pi.Ra.t.e. .IO.OO~O·!~~~l Iup Invert ...... 199,.?650 .ft .. Ipn ~I1.'1~l"t. :l10~~qgqq .. ft; .IM~tc~"j~~erts. Record Id: p21 ISectio~' Sh~pe:' .. ". ' .. ::)~!~~.~l~·:_· ... ·. ~ ·.:_ ... ___ ~.~~ ... ·.JI""---___ ---'''--__ --'I :Ill niforrn F1()\\,~~~~.()~:.! 1~a.Il!l~!l~:s .. _. .. ... _.... . .. __ " : I~~~fr.!.~!~~t.: ... __ ...... j 19·9 _l~~_'_"h ... j IRouting Method:ITravel Time TranslationilContributing Hyd,l . : IDnNode . jcb20 ·· .. ·IU~N·~d~· ... "I~b21 [Material-------!Conc-Spun -[Size 1r-12-II..;c..D-ia':'-m~1 lE~t~~-'----"'--''''~~d';;H7adwall .-------·-----1 ILength 131.0000 ft ;ISlope 10.50% lup Invert jIoO:OO(~Oft .. .:IJ?ninv~rt 199.8450 f!. ' 1 Conduit Constraints' IMin Vel !Max V ~1'lMi~Si~~e'iM;~' Slope IMin C~~~r 11:09 f~s ,/15.00 ftls IO.?9!'o..· ... J?P:9q~ ... J~:qQ·ft· ... j I~;~::.;;ss Mil. ·~~J:ft:-_~: Ig~t~~~a~_-:~i~~~~~J lMatc~ il!v~It~·.. .. .... Record Id: p22 I :0 I I I I I I 10 I I I I I, I I o I I ISection Shape: ICircular " I. ru~iforrn Flow M~thod: fMa-~--.-----. -~fl~~~~t.: .. p , ..... I~·9q~ ~~ting Method-: ---ITravel Time Translationl!Contributing Hydil [DnN;d~-----·-----c.."-jcb22c ' . " . -"-IU~N~d~' -""'-'I~b24' rMat~ial ----.-Iconc-Spun 'ISize' 'I "15-'-"-D-'-ia.c:.:...m,,-·· --, fEnt~;-----fGroove End wlHeadwall '.. . ... ' ..... '. ' .. '., ' I~n~h .. --·-·-.. --·---120.~qq.q ft . . . .' .' J~T?E~ .. ,:· ... ~, .. :'.,=~.j[Q·~.Q~~_~~~'~ :lur> Invert :llOo.:9~9tt ."" .... , .. _Jl?~ .. !~y~.~.'"~._. __ '_ ... JI~?_:?QQQ .. !~ .. __ i ••• , --._-" ~".'"~,","~,-, •• ~~ ... -< • .,~ .... , -"--,, ...... -••• _. ", ... "._. : t, .' . .. '" . . ~~I1~lli.t. ~~!!~tE~!~.t~ __ .. __ ." ... , ......... J i 'IMin VeHMax VeIIMin sI?p~IIMax .SIc?p~,1~!!I5~.~y~~j I 11.00 ftl s 115: 00 f~s 10?O~'n •. ~'1~8:·.9~~ .. ;: ... J~.:9~:i~:::-~) _" ___ """'_'''_''''''''' ___ ... ___ ._..J IDrop across MH 10:0.909.ft .... """,_ ._ .... i[~0~fi!, ~~~e_ JiO:,Q.OOO i~~i !Up Invert I 99.90o.9.ft :j:!?~l~y.~~ .. , ... _ ... JIIo.g.00091~J ~inverts. --,--,--- Record Id: p23 ~ .. ---.. --.-----.----.--.... ----r: ... ----.... ......:.....-I ,Section Shape: ICircular . [lfuifurrn Flow Method: ,r-IM-a-!l-ni-ng-.'s--'----'--'r!~-o-ef-fi-,CI-' e-!:!t-:-" .-._--:J~.O'l3.0 .. , _ d IRoutin~ Method: !Travel Time Translationil<:ontri~llti~~.gy',~!I .. '" ....... w _,,,, ~ IDnNo~e rcb22 ,., 'jUpNode , '. rlcb23 , : IMaterial .·IConc~Spun. ..... -'. .j~i~;_'-~.:.·~:· .~",--~~-.Jii,:~~~.~~.: .-.~ 'lEnt Losses .IGrQ()".e.~nd \V11:I~~ .. ct.\Val.I .. _ ........ ,, __ .... __ .' ... _n_ ... _ .... .. ,ILength .146.qOOO f!. . . .. :1~l~I?_e._p ....... " .... ,J_~.~.}}~ q .... ~ fup Invert .. '. 1100·999,9 ft ..... :!12~ !~,".~r.! ___ .....J2.~:,~ .. ?~2.1t _ .. i I " .. . ~o~.~ui~ C.on~~r~!.nts.. ...... __ .. ___ .. __ " , !Min "ellMax Vel !Min~l?pe:I~~~S,I.~p~:I!'::1~~.~?ve._~; 11.00 ftls!15.00 ftlslo:20% .. }5.9:00% . J~:9.q,!.t ..... ! Record Id: p24. I ·0 1-/ I I I I I I ,1,0 I' I I I I I I' e) , I rs~eti~-'Sh~'----~i~~.1~.r, ______ ,.~. '' ____ ''_.''.-.JI !uniform Flow Meth<?d:.I~~'~~~~~:~H'" ._ .. ,_,' .. ___ .". Jlfoef!!~~n~: ~_" JIQ:Q130J IRoutingMethod:. ,.I~~~,,:~~'!_~~_e..!_~~I~~~~~I!g,~~j..!l..!~!!~t ._ _ __ .. ~ Ir>nNode .:I~~?_?: .. ",._ .. "" .. _____ ,_ .. _____ ,JI.!:!E~~~ ___ .. ____ J~b24 J IMaterial :I~(),~_c=~p',!_~, __ ... ______ .,'".JI.~i~~ __ ,_,,_.,~._. __ , __ Jl!i::.Q~~_J rE;tL;~ses .Iqrooy~. I?;n~, ~_,!!~,~~:y_~IL_, ____ ._ ... _______________ , _________ .J ILength ---------165.0000 ft :ISlope· .. -:10.50% . ! rupI~~~rt-'----"'-----rwQ.OOOO ft . _:Ii;:~ '!~y.~_~_-_--_:_~·:-:j22~~?~q_fi:~-:1 r -:-.. . "". I ! r ' Conduit Constraints , [M~-'veIIMax vci' IMin Slope:IMaJ( Slope,'-I~-in-__ ·-~_-?_v-.··~----'~jr rI.oo ftls 115.00 ftls ro.20%-it?0·99.~ w:I?.9gJ! ___ ~:J . N... . ... ,.~ ..•. ,,.~,~"_ "N .. _' __ '¥"~""" .~ •. _ .• ~ .• ~., •• " ••.• _ ... "." ............ ,~, •• , •. ~;.~,.~" ... fDrop aeross MH '10.0000 ft 'IEx~!1~1 ~~te,'I~~q999 ~,~~: [Up Invert 199.6750ftID~ ~!lvet1, .... __ . .n~~q:gqQ9.Jt,; IMa~eh inverts. Record Id: p27 ISeetio~ sha~e:,I~i·i~~i~i--'~~:"~"-_'_·:'---_~'--_-]r--____ --'..--__ ---' ~rm Flow Method: IMary!l~~~'~, ..... P_....._"_,_j~<?e!fi~ie~t, __ c .. J9..0~?Q ____ ..J IRouting Method: ... ITra\,el !i_~t:.!~~T1~~_~_!i,<?_~I~ontrib~,!!~g HY~L ____ .. _ J InnNode lcb2~ . ' .. !t~p'~.?~~,_ .. , __ ... , __ JIc~27_. _ ... .1 rMa;ri~--leone-Spun . ,ISi~~._,p_. .. ... .. __ jl.l_~':}~i.~ ___ J lEnt Losses IGroove End wlHeadwalI I fL~~gth---~·------f42.oooo ft ,'.. ISlop~··.· _ . '" -:10.5qo/,o, p' lup Invert 1100.0000 ft IDn Invert .' .199.7900 ft rr::==::':::~==:=:=::'-::=C~n~~'it Con;traints . ... .. ' ,.' rMin VclIMa~Vel!Min Slo~e'IMax Slope IMin' C~v~~_ fl.O()ftJ;fi5..00 ftls:ro.2q%" __ J?9~q9 __ ~ .~_-.b~9.2it~.~_~J .", _ " •. , .. -" ___ ", '~4. '~.'.""._.'" •. ~_ .•.. _ •• ' ._ .• __ ... ___ ........ __ '''''''''_'_'~"_A'~_''~ ___ ~'''_'_'~''_ rn;;p across MH, "Io~qo.oo_r~, ..... _ ..... __ ._.J!~~!Infil~~~~ ___ , J[Q:9.QQ9 i~~ lup Inv_ert--'--:;.;....;...:;.....;....;.....;.;.. ,-..:._199}90q~~. __ " ____ ._. __ .. jlpE.J.E~<:~. __ , __ .. __ JI.~_qQ:g_~qgJ~ .. ! !Mateh inverts. Record Id: p28 I 10 I I I I I I I I () I I I I I I I 'u I I ISection Shap~: ICir~~·i~r"·······---.. --.... --.-~ !Uniform -PI;-w M~thod~·[M;~~ing's. ICoefficient: 10.0.130. rR;'~t-i~gMethod~--"-'" rTha~~ITi~~:;~"T~~'i~-[Co~ tri b~ti !1~~!,d I .... '.. .. .• ID~N~d;-'---'-----rcb27 , .. . ....... ., Jyp.!,!.C!~.~ ...... , . __ J~~~~ .... _ .... ,,, ., JM~t~;I--... ICoI1.c~se~r:t .. " ........... _. ___ J~E~_ .... ___ ....... _._ .;[.~~'~.12.~~._. J lEnt Losses IGroo"e }~n~_':VII:I.~.a~\V.~~L .. _ ... _ .. __ .. _ ...... ____ ._ ..... _._ ......... _ ... ..! !Length .. .. .. 131.0Do.2J! . _. .. .. ........ ll.~.~~~e.,:.... ............. J~.~:~Q~ __ .:.j Iup fu~-.-.---. -rwo:DDO~ft... . .. :Ip .. ~ .. !ny~~ ....... j~~:~.??9ft._. j t~~.i:~. ;1~a~ojc.£,wI~!~:1~t~02jt~i~~ ~ _J IDr()p a~r~'s~~H ...... ···.I~.qqQQ.:·!i .. ··~~·-... --___ .. _. Jl?..x(!nfil_~~te .110.0.00..0. inlhrl \Up Inv~~ .\95.:877Q.~~ .... _._ ... _._ .. _.~JID~ In~ert _____ Jl!DD:DDOD ftJ IMatch inverts. Record Id: p29 r~~-Sh-;P~: /Circular .... _: ............. .1 rU~iform Flow Method: 'IMannin~'s, ............ ;l~<?~_~!'i~.!~~~: __ ., ....... '12:Q}}9 .. _ .. ' IRouting Method: ITravel Time Trans~ati()niIC.()I1~~~tin~. I:I)'~H., ...... .. InnNode \cb27 ·I~p~? .. ~~ ., ........... '\~?~~ ......... .. [Material !Conc-SPlln .' ',., ..t~i.z~ ...... :. ",: .. Jl~"J?~.~ .. ; lEnt Losses /Groove End wlHeadwal1 . . . j 'Length .. '.8~_:9~90~f~. __ ~_ .. ~··.~"."'·:=:-~"·'11§i~~~·~·=~.~:·~.=~~~~~~1{~:·2i~=~.·.~=1 'Up Invert ._ .Jlg_D;q9gEU~ ... _~._ ,,_.," __ m..lIQ~ ~1!~~~, ... ____ ,_._"j~~~~_f! ..... J ~I. .. Cond~~~.~~~~_~~i~t~_:_~:-'-_:.~-~ --,""j IMin Vel!Max Vel 'IMill S.I()p:\!~~~_~.lg.p~:I~.i~.~~?_~~J 11.0.0 ftls115.0D ft/s 10.20.% '" ;1?D:.~Q,~_. __ ":[~Q.!t,, .. _ ! !Drop across MH \0..0.0.00 f~"'" ''''. ---'-.!Ex.!i~~~~,~~~.'.~'~:~_:I~.:~92Q'i~£ Iup Invert !95.6212 ft .1])11 Inyert . .J~99.:.9..qQQ.ft: IMat~h inverts~---'- Record Id: p3 I I() I _ .. ' I I I I I I I (~) I I I I I I I I C) I .I~~~tion Shape: .. ". _:.]~!~~'~i~~·~~~'~::_·~"~'_~:'-~·'~-"']''--____ -'r-___ -'I l(-!niform FI?~ 1y1"~!~?~:jt~anni?g's._ .. ___ '" ... _ .j[C~eff~.~.~~~!: . __ . Ilo.:.o,.!.~g. ___ ....... ; ·[Rout.in~ Metho~.: ...... :I~~~~~l __ !~~~_~r~E~~la~~~.~l~0!1~rib~_tirig ~ydJI ___ ... _. __ .... ____ .. : IDnNode ...... lc~2~ . __ .. . _____ ._.. . __ ilUpNode .____ _ jlc.~24 ___ .. _ __.' IMaterial .. ._j~!?n,:-~e~~ MM. • .... _____ .. JIS.i.~.~ __ ... _.. ____ .. Jli~.~~!?!alll_._.j [En t Losses. . .. . ... , .. J tg~?~~~ __ ~~~_~~~~!. ___ ,._. __ .. _._. __ . ______ . __________ ~,_J ~gth .. h9.9.0000 ~t ...... ______ . __ ..JIS~.?pe _.___ _Jll.:?7~ ___ j Iup Invert ;II09·~090.f} ........... JQ~ I~~~rt " .. ,_._J.~~.~???,,!~_.J r r-' ;--... .' ... ' ........ e-......... ..... ••.••. ....... • ... ......... " .. ---:. • II ____ '" __ C~nduit Constraints; I [Min Vel [Max Vel IMin Slope !Max Slope IMin Cover l~oo-iu;flY-00ftIs"rO.20%.1?0.oq%. " j3.:99 ft ..... : ~::ss MH[~i~~itf; ........... ··,~~~~~~t~.. u:fi~~:~~t [Match in v~rts. .. '. .., . .... .. ,. ---......... '. . .. .I.. ...... '... . Record Id: p32 ISection Shape: .. .·J~i.~~~i~~:"~'~~:·~'.·.-~~:.~~:: .. ~-':.jl'--____ -'r-__ _ IUnifonn Fl()wMetho.~:il.~~!l~!.!.1g:~. ___ ... ____ ........ _ J~oefficient: . j~.O 130 ...... __ .! IRouting Method: .. il!E~v_~l!~IJ.le.!~~!lsla~~!.1JI~?~~~?ti~g HY~I .. , """M. • .. J IDnNode 'I~b?~ ............. " ...... " .. __ .jl!!r~~~~_ ..... _ .. ,_.JI~~}~ .. _ .......... ; IMateriai IConc-SpunlSize " . :1 12"pi.a!U : lEnt Losses IGroove End wlHeadwall fL~~gtt~-'''-'-131.0000 ft I..--S-lo-pe-----16.18% -----:., [Up·fu~~-------1100.0000 ft . ;IDn Invert 198.0842 ft f.~~a~o~~:tI~!i~7:~~~o~'[~~~v~~··· . rorop" across MHlo.ooq~-ft· .. .. .' ·1~~ii.!1,~~.~~t~..10.9 .. 000~,n(hr: [tJPfu~rt 198.0842 ftlDn Invert .. 'J!~~:090qJt IMatch inverts. .' .. ....... . '" ... , .. ,-.. ------.... --". ..-- Record Id: p33 I I . () I- I I I I I I I r'~" ~~) I I I I I I I ISecti?nShap~:""'" .:······~··JI~~!~.~j~.r --""'-"~'~ •.. : .. ~~~~~],r-. ____ ----,.---__ ~ IUniform Flowrv1ethod: l!Y1a!1nin$'s '. ' .. " . ~1~~~!fi~~~~~: ........ .!I2:Q_~.3.Q.._ ....... j [R~~g Method: ,I!.rav~l Tim.e Transla!ionjl~?_I1.t~.~~!~.n.~ .. ~Y~II._ ... . __ . .1 fDnNodelc~2? ....... ....J~!.P-~~~~....... , .. _ .... :~~ rMaterialIConc-~pun ' .. J§}~~.... . :112" Di~m lEnt Losses [Groove End wlHeadwall ILength .' Jl?~.g9.00ft , ". . .·.)Ir~.~.....:..~=p~...:.. .. ~-" .. ".--.: .= .... -'-" .. -... -'-. ..:iQj9,!O ........... : fupIl1 vert .J!gg:2QQQJt .. , .. __ ........ jl12.I1_!.~.~~I! __ ~_. __ .. J~~.~?~~Q .. f~._, . :1.' . .. . .. . ....... . .. ~ .. ~~~_~!i~_~~~~~i~.~~.~_ ... : ... ~.-.=_~~_.~~~~~~=J j I~in yelil~~)( X~.UI~!~_~l?~I~~~~~p~l~in..~~~1 I ·1 L 09f~ s i 11 s.:g9._~!!~J IQ:~Q~ ... __ .J~9.:2Q~w._.JI~ .OO .. !£ __ J . i ""~'~ _ ·M· ••. _._._~._ •. ,_""'~"<T"'~' ~,_~ __ ._._" __ ..•• _ .. ~~. _ __"' ~ ..... , ...... __ ~~. _, • _____ ., ,_ • ., •• _._.", __ # .. ,.~. ___ -"",.l IDropacross lvlH:. ._ ..JIQ:.~qQ_Q.X! .. _ ... __ . ____ .. _____ JE~!i!~~~_JI2:g9.9_Q ... i.~,~ Iup Invert .." .. J~2.:~~90_!! ....... n _____ ..... JQI1_ In~~rt _ .. _ ... , __ J[!9g;QQ9.2.,f.!..] IMatch inverts: ........ " .... , Record Id: p34 !S~~tion Shape: ICircular 1 IUn-iform FI~-;Meiliod:IManning's r-IC-o-ef-fi-ci-en-t-: --10.0130 , IRo~~g Method: I~ra.vel .. iim.e Tr.ansla.t~()~Hf~n!~,~ut.i~~I1X~ r-'--- fD;N~de '!cb33 :IUpNode '. 'lcb34 IMaterial :1~?~~-.~J~U.I1, ... ", " .. ,J~.ii~·":.~ .. ~.-"" .. ".'.r=li'-'-'i''';'':''~'D...o..-}..c;;.~;;..;..·· -'-: ""-'J 1 lEnt Losses:I<!~()'?y'e .. E,~~ .. ~II:!~a._~~~IL, ... ___ ........... . h"'" _. h"_' ... _ •• _ ILength ... !1~_§_:99gQh~t. , ..... """'''' !I.~!?'J?~_ .. _,,,,, ... " .. jl.:g~~. .. , fupln~~rt---I.1.oq.~~~9..!'~...... , .. _._.".il~~ ~~_v.~_~_ ....... ,J~?:.~8?~Jt . Conduit Constraints ! ,----_-'-" .. .;.;.;;. ........................ " ... ,,_ .. ___ ... _" .. _ ...... ,,_ ........... ' ....... _ ... ____ ..... J rMi'~-IMax vel.I~ .. i .. ~.~l.~~~:I~~~.~~~~~.I~~I1 __ ~~~e~ ; 11.00ftJs.115.g.Q.f~.~jI9}q.~". JI,?Q.:QQ~_".J~,:Q.9!~_ .. J . J rDrop a~ross MH"" .. -.' irO~99.Q'g:~-·.:~ '--"-"---:~_·:]~~~-~fii~~~~-~·.-" ... :.}[Q"g~~.-{~~~J Iup Invert 199.2872 ft :IDn Invert :1100.0000 ft : r.-;-.-------.----.. ---. ... . .' . .... .. ....... " .. jMatch inverts . ... _----------,-_._-------_._----------_._------' Record Id: p35 I 10 I ~. I I I I 1 I 1 (~) I I I I I I I (-, t ) I '-./ I ISe~tion Shar~:. . "I~ir~~!ar . . .. '.'\ [Unifun:n FlowMeth<?~:I!'1~!1~!.I1_~:s ................. _ .. .JI'--g-?~-f-!!-~!-~I1-.. ~'-:_._-.. _-._ .. --cJ9.·Q}.~2. .. ___ .... ' IRouti.n.~ .. M.e~~~)~: ...... __ ·I!~~~~~.!~~~.!!~sl~~i~~Jtg?_~tr!b~!i.?~ .. ~¥.~!L .......... _._. ___ ..... ! 1I?I1N ~~~ -. .. ... ... J~~l.:!_ .... ______ .. _ ..... _ .. ___ JI~~.~~ ___ . ___ ._Jk~~.L .. ___ j :~~~~l... ...., .. _.iI~.<?~c~§J?~!1 M ___ .......... • __ • lI.~!ze ._. .._ _ __ . ____ . .JI!~.:: .. D~~~ J lEnt L?sses. " .. '.. . ...... Jlgr~o.~~ .. ~~~_~!!!~~~~~!!._. ______ ......... _ ... _ ... _ ... ___ . __ . ______ .-1 ILength :130.0000 ft IISlope' . 111.33% I ., ..... .. .. ..... _ .. _ ................ --_ ... --..... .--.-., '---' .... _-" .... _-_._--_. ---.. --...... ~ Iup InvertI190~0999.f~ " ........... __ ....... JI!?_~.,!!l~~r.t ........... jl??:~9!Q .. !! .. , ! -,". ~'. ~"'V' , • ."., 0"'" n, ~'" •. ,"'_, .. "._ ""p,,~~ ... I --Conduit Constraints . IMin VellMax Vel IMin Slop·e·IMax Slope IMinC~~~~: 11.00 ftls 115~00 ftls 10.20% ,15g~09Cf? .... I~:22.f.t. __ ._; 'Drop across MH 10.0000-ft'·· .. ..~ ·.~-'.'j~~{i;ii:I .. ~~~~· .. "· ... r9.·.qQg<i~· !~!: 'Up Invert 199.6010 ft .'ID~Inv.ertllqO.0200 ft ; rMatch inverts. Record Id: p36 !Secti°11 ~ .. -h~pe.·:· . . . ...!I~ .. ii~~!:~~"··~':·.··~.::=~~:.·_-·':.~'] I u ~i f~!1?FI.o~ .lv1~thod:.; 1~~n~~~l{s .......... _.. . _ ... J Igoe!!ici~!1_~:._. ____ .J IQ:2.~Q ____ . ..J IRoutin~ Method: ;'Trav~l ~~.~~}~~~~!.~ti~!1JI~~.~~1::l!t.i!'~_lf}'.~Jl __ ..._ .. _ .J !DnNo~e. . ' .. 1~~?4. .. w •• _ •• "._ •• _____ ._ •• , •••• Jyp~?~~_ .. ___ .. jlc~~? .. ..J IMaterial IConc-~p.u.11 .... _ .. _ .. ..ll§~~_~ .... ... .... , .. _"J!.~~'_Pi~~ __ ... J IEnt.Losses IGroove En~ w/l-lead~(~11 ......... ;. '" , .................................... _. 'Length [69.0000 ft JSlop~. ..·I?.Q~~o. ... __ ... . Iup Invert ---1100.0000 ftlDn Invert '19.?~14?~.!~ ; I' . 'Conduit Constraints" .. : I~.~~vf~~~i~a~o~ope~ IDrop acros~ MH . fO.oOOO~t.·.: ..... ····I§~~~i.ii .. ~.~~~ .. .-__ .. ~:!9:0Q{)2j~~~; lup Invert~5.1424 ft ·IDn Invert :llOo.oooO ft : -'Match inverts.. . .. '" . . .. ' ..... _ .. -.-.. _" .. " .. -----.---.. _ ..... _ .. __ .. , Record Id: p37 I I . .0 I I I I I I IC) I I I I I· I I .CJ I ~1~e~~:~.~.Sh_ap~:-~·:':-_::::·:·.j~i~~~;i~-···-_ ..•. :~-.~' .~~.~-.. -~] :fUniform Flow Method::!rv1aJ1!1il1~:s... ...... .J·r-!~-.~-~~-!i.-~i.-~.I1-._t-: ... -_.-...... --,J2:Q~~9 ..... ! IRouting Method~----ITravel Time Translation!Contributing Hyd:' , . !DnNode ·-·--.. ------~b33 '-----/UpNode· . '-.. -",lcb37'--"":1 'Material .. ------IConc-Spun !size'" :li2,,'niam ~sses ~ve End wlHead~all . .,. ... ' . ,. --" '. . .. , ILength llO(j:·9o.00 ~!. . ....:., .. : .... :·!~iip~-·._·:.n.... . ..' ···!0.50% :fup InvertllOg.O~OO ft . :1I?nII1Y~~.. ~·-_··."I?i±?_~Q.ft.· Conduit Constraints . '" " ;; IMin Vel ~VelIMin Fop-;i~SlopefNlinC~ '1.00 ft/s 11~.00 ftls K0.o.~.·.:.JI?Q·QQ%.._.I~:_o.Q.!~ __ , •. ~.~:1 , . i i;:{nh~:::~ ·i[~~ff;--:--=----I~~=:j~~~ Record Id: p38 fSection Shape: ICircular I [Unifu~Ao;-M~th~-[Manning's --t-IC-oe-f-fi-ci-en-t-: --10.0130 'Routing Method: !Travel Time TranslationlIC~~trib~tin~ Hyd:" .. , . ro;Node -----lcb37··· , .. --.. .. ':I~p.~~~.~_·· .. ···Jb.3.8 ... [Material IConc-Spun ISizel12" Diam lEnt Losses -----IGroove End wlHeadwall.· -' ....... , lLength /31.0qOO ft ..:I~~<?E.~ "..... ..... .. ~1()J9.~ ... fUPfuv~rt-------. 11OO.qO_oo ft ... _._. __ ;1!?~,!J1.~.~r.!_ ... __ ._,j~~:~i?'Q!~. . "~".-.. " ~-. '~-'. .-." -'"'-"'-'.,'" -"'---' ... -.-, I Conduit Constraints .., ! IMi n Vel'IMa~ .Vel·.··IM~·n·.~·i~p~;I~~;.s.I.~p;~I!0i~·.·.~;y~~l \l.OOftis 1]5.~0 ftls IO.20~. !I.S9:99% .:I~~09~t ... __ .. j IDrop across MH\9·oQOo. f~ ......... " ··.]~~~;fi.i .. ~~~~~.·~~-.··~IQ·§Q.~o._~~.~] Iup Invert 199.8450 ft . ]I!?~ !~_,-,e.~ ....... P •••• 1.!~Q .. 9_9_QQ.r.t.; IMatch inverts. ---------_ ... _._--------------------_._--------'--_---1 Record Id: p4 I ·0 I I I I I I I 10 I I I I I I I .(U I I~~c:ti.()n ~~~p.~: ... __ ., ,,!<;!~~.~!~~' . ___ .. "' _:.~'-,' .... ':~ ~ J.--____ -,,--__ ----, IUniform Flow Method::IManning's . '. . iICoefficient:. 110.0130 .,. ;I~~~:~~~"~~!.~;~i: .'_ .~. ,: .. : ti.ra·~~I:'~~,~~~T~~;~~~.~!~~~;!g?~~~:b~~i;'i~l~ c..~~.'~ .. _ .. :::':~ .• J :I])~~~~~ .. , k~~.. __ "" ,~" ' .... ", "" iI!!.p.~_~~~ ...... " .. J~~~. __ " ..... ,.: IM~~eri~! .. ..' ...... ... .J<;<?~~~~.p.~~.__ .... _ ....... __ ... ,JI~ i ~.~ .. ,....._.... . .. ,.J! .~~~.!?j~~ ... ,: . J~nt ~~)~s.es. .. .' . ,: ~~~~~~,~@~~~~~!!..._. ____ ._ ' .. ____ , '._ .. ___ . .. . ......... ..-... . ILe~~~h. . '. , .. .._ .. , .. :I~_~9.:QQgQ_f~" .... , ....... , ....... ...J~,!<?p_~.,_.,_ .. ___ ._ ..... wJI1?:~~._ ... ! IlJP }~v.ert ... _ .......... '" ,j I I..q9.:9_QQ.~!~._ .... __ . __ ._ . ....J Inn }~.y~,I!_ ... __ ... _J2~.:9?_6g_!! .. J 'b~~:~I~~~~:I~!~~f:;t%~~~;e:_I~_:_-~~~~1 , , "'" " ". rorop ;-;.~ss-MH----ro.oooofi"------fE~/fufiIR;te--lo.oooo itYhr Iup Invert 179.0560,ft ,JDn I~vert l"oQ .. ~OOO ft !Match inverts. Record Id: p44 Ir-S_ec_ti_on...;...S_h_a_pe..:.....: ___ ICircylar .. . 1.---___ -,-_...-.....:.--- IUnif0rn1 Flow. Me~ho~::IrvI<l..t:t.':'.~_~~.'s._ ...... ..' J~<?~,ff~~.i~t;l!: __ . _ .... J9_:~.1}q.,_..; Ib:~~~ Method: -.. _ly~~el_TilD." l'r~nsI"-ti?~ii~;~~~~~LHXtM4-----j i:;ti::~es -I~~~~~;P~:-~~~ad;;I)~;~--:-_-:=_=]ti~~i~J !Length 167.0000·f~·" . -.' -.... ' ·~ISI()Pe. ".·:i19~2~~:-:~ [UP Invert .. _-_·ftoo.oOOO ft IDn Invert "193.2598 ft .. rF~=:--·--·C~~-d~~;-con;t;~:--.... _. --, --'--- 1 "[Min Vel ~~~-v-clfM~SI~p~IMax slope'[Mi~C;~;. 11.00 ftis 115.00 ftis 10.20% 150.oo~ .13..00 ft .. " .. . . ", -~--•. ...<> .. . IDrop across MH fo.oooo ft .. ,I~~lIn.fiIRate " lup Invert [93.2598 ftlDn Invert " lo.gooo i~/~r 1100.000~ ft: IMatch inverts. ------_._-------,---'----------_ .. _-' Record Id: p45 I ·0 I I I I I I I 10 I I I I I I I .(0 I IS~ction Sh~~e: .. ... "'''~I'Cir~~i~'' ... ,,"-.... -. "_ .. ,." i'l 'lu~ifo;;Fl~~' M.et~?d:~I11~;~~~'g~i-'''~:~~-''~~·~''--~'~.-,~.·--~!r-I~-£>-~!-f~-c~-~!1-!-: .-. -:lq.qpq ..... :1 IRouting Method: ~ITravel Time Translation;IContributing Hydl /DnNode' . '----~ !~b47--c~~C.' --''',H' rupN?d~, ' . '. """1:b45~~ IMaterial .ICone-Spun .ISize '. 112" Diam . lEnt Loss;s-----~e End w/Headwall ---------.--.. -.-------- !Length -------1112.0000 ft ~pe '!0.50% [Up Invert --[tOO.ogo.O~t . . Jl)!1.~~vert .-r99.«()(fft- . .. -.. ~ .-.... -." .. ,,_., --,". , ",' ~ :[ Conduit Constraints , ;I~~~ veI'il~~x yei ',I~i~·SI?p~![,--'~-·~.;....~·-.~-'-i?--~ee-'-.::"I-.~-'-in-'-' ,C-,:o-,:,-'-'.~-'.~tl ,[1.00,f~s ;115.:.09, ~u.~; 19~.2q,~_, .J?g·99_o/.~ __ H_:I?.:Q9.,.~t_ H" .J I~;:::::ss ~····-li~~:~Jtf;-·~--···~·1~;;'ii~:~a.te .. ·;I~~o1~:r IMatch inv~rts:--..... '''''-.,--.. --,-, .' .... ,-._w' Record Id: p46 ISection Shape: ICircular [Uniform Flow Method: IManning's ~efficient: 10.0130 [Routing Method: ITravel Time Translation IContributing Hyd I IDnNode -'-------\cb45 . -ru~---· --\cb46 IMaterial.. lConc-.SI?~n .. ,.... . ..., .. '. '-J~iz:e" . ,1r-12-"-D-, ia-m- lEnt L?sses IGroove End wlHeadwall ILength:[30.0000·ft' ". --". -.i-"-I'S-'-"i~'-"-~e;::';"· '-'-" -'-'---18.90% .. , lup In~ertll00·~909. f~''''''ID.~' i~~~rt .. [97.3300 ft r.:::=::::::::========:::::±:::::::=:::::::::::=::::::::::::::::::::,:::::".=--.±" c:::. ::::::::=::::-:::t:..:.:..:....:.-----------.-I Conduit Constraints [Min. \,~I .1M.a~ V ~1.1M.~;. ~~.?"p~l~~~:·~~~£~-[~i~ .~~y~~: . Jl.0.0 !y~JlS.~09fy:s,lo·.~9~. __ ._;I~Q:2Q .. ~_,_;I~~~Q_~~. ___ ....I ;IDr~p '~~r~~;-M~" '., ·~-I[O':Q9QQ .. f!:·.:~ ... ~~·_._.'"'"~_~.~·:~Jlri~~.~!~!·~~~~.".',' •. ' jl9.:g9.0~ }!1!~~ 'Iup Inye,~ ...' ., 19.?·~~QQ.f~,,_ ... ,_, __ ... .JI~~u~~,y~~. 11.09.·QO.qo ~t,. 'IMatch inverts. Record Id: p47 I I. ,0 I I I I I I 1(:) I I I I I I I ,U I I Con~~i!,~,?~~~~~.i.!1~~q... . ... , .." . .1 IMin Vel'lMax VellMin SlopeilMax Slope:[MinC~ 11.00 ftis 115.00 ftls 10.20%' ,}5'()~00%··13.0~·ft .. IDrop across MH ··16'.0000·ft IExlInfilR~te [Up Invert 199.4650 f1. IDn Invert .' !Match inverts. ------------~----------~---- Record Id: p5 ·1 10.0000 in/hr,1 1100.0000 ft I __ ~ ___ ,_J I~ection Shape: .,' I<=i~~~~~~ : .. , ',' I,--____ ~---I IUnifonn Flow Metho_d:;I~~~n~~~:~. __ ". . '" _, J<;()~~fjc.~~~!~ ... ,., J9.:.013q, .i:;:~~:: Method: ... .!~~V"l~i~"Tran.SJationil~~~~~;ti~g Hyd'ir- Cb - 5 '-'-'--"--'-1 IMateri~l.j~~~~~~P.~~.~"." ", .. _. ,I~ii~-.. ··:.:'·.Jl~" Diam ~sses,Iii:~~ 'i;.<il'llHe~~l'Ial~isl~;;;; .............••. 1050% . lup Invertli()O.o()()O~ft ..ID~i;~~rtl?98450 ft I 11~IMaxV~IO~~:tsi:p7~~l· I 11.00 ftisT15~00 ftJs 10.20%150.00% -13.00 ft I __ , ,. I lD~~p ;~;oss MH 10.0000 ft !Exlfufii'-R;te----·jo~OOOO .. ~/h~1 Iup Invert '199.8450 ft ID~ Invert fWo.oooo ftl !Matchinverts. ., " , . . ", ,.,' ,. ." .' J Record Id: p7 I 1(1 I" I I I I I I It) I I I I I I I r " \U I I 1~·~~ti?;_·~:~~e.~;.·~~.:·· .. · .:',,: jl~.~~~_~i~.~-~-:.-: ',' ..•. :~"-".: --._~JI .I~~!.~?rIll. FI?~ ,~~.t~?~:JI~~~~~.~&.~~, .. , ..... ,.~.,,_ ... __ Jlr-.S;-.~e-. f-~~,-~i-~n-_~-:_-... ,-.,. ---'_jlg.:Q!_~Q_ .. _._J ~ting Method: 'ITravel Time Translation:tContributing Hyd:! ~nNod=-______ ~1cb4 ,_~ _____ ·_J~PN.~d~·q··-._-/ '::';';ebC=O?-'-,.·,':;":;·'.·=· .. :::':", '==-;--.,; iMaterial ICone-Spun fSize /12" I:>,iaJl1 ... /Ent Losses [Oro-ove End wlHeadwall . ~h~--~---··--rss:OoOOft-----·-~ir-IS";';;];';"';'pe-":"-~.'--.... 11.1 }6%_ .. ' 'Uplnvert '. . . Il()O,ooOqft. ,.. .';'p~ !;_v~~ ;l90}440 ft" 1i:~~a~~~:r~I~!~:;;S!I~o~ I:~~overi .... .... ._ 'prop a~r()~s~ .," . JQ:QO~O.ft ..... .... ". __ . ;t~.~!!!l!~L~~.t~"."" _ r-'19:.;;..;.gO'-'-" .. O.:.:.:::.2 . ..:....:..,i'Y..::.;:. ~:...;.;.~ I~p}!lv~~ ,' ........... _ ... ,.,_:l?9.:.~~~2.!.~ ... , ............... , .... JI!?_~ .. !~.y~~_ ....... _ ..... jt~.29·_qOQq,.~~., :I¥at~~ i!l.,,~.~~:.,_ .... _ .. _ ... J Record Id: p8 lse'ction Shape: ICircular:1 r"'IU-n-ifo-rrn---'-'P'-lo-w-M--'et-h-od-: IManning 's r"'\C-o-ef-fi-ci-en-t-: .-, -. lo.q l3.9 .. IRouting Method: ITravel Time Translation IContributing Hydl IDnNode rct;7 ' .' " '. IUpN~de ., .. " ." 'jc i-'-b-g--"--- [M-;;;i-;)------IConc-Spun ." ",' Is:i~~ ,. " . ·112'~·Diam lEnt Losses IGroove End wlHeadwall [L;;gth·------131.0000 ft .. '~pe f0.SO¥o--·-1 lup Inv~rt IIOO:9099ft ... '., ...... '-1?-:~"--In-.v-ert'------'--'19?~~<5.oJt. I . Conduit Constraints . . [ . ·rMin.·Vel·l~a~.Y~I ... iM..i~.·~i.~p_~;I~~~':~}?p.~:·1~!~ .. ~.~~~~: h :99f~~al.5:09._~~~!IQ:~o.~ ... _j[~9:QQ% ,!I.~:QQft .... _ .. _J IDrop across. MIl. . ..... , .... ~19~qo.o~:f;:'·:-" ."""" '.-.. ': .. '~J~~~~~.I.:~~~~ .. ···· ... ·JIQ·9.qQq.i~!.~:~ lup Invert ...1?9.8450.~t.... :Ip~ !~'1~.rt ..... 119Q:9QQ9.!t .. : lMatch inverts .. Record Id: p9 I '0 I I I I I I I 10 I I I I I I I ,0 I Is~ti~S-h~---"--"--lci~~lar .. ' ,~~,,' ~ ,.-J !Unifonn Flow Method: [Manning's ,'--IC-oe-f-fi-ci-en-t-: -. -----"1o.o13o IRoutin~ ~ethod: IT~avel. !iI11e ·~~~.~~l·a!i?;jl~,?~~;~~~:i,;i ijx~j[~~·-~~ .. ~,:·.~.·~_'! fDnNode 1cb7--.. , ....... :I!!p~~~~_ ... _ .. · .. jcb~~.____ ... j .' fNlaterial --'Conc~Spun. " .' " .. :I~!:z:,~ .. __ .. ~_ ...... J~_~~'}2.~~~ .. j rEnt Losses ~~e .En.~ ~~e,~~~~I.! __ ._._ .. _ .. _ ... _ .._. __ . ___ ._, ____ 1 ILen,gth ... ' --I7.~:O.OOO .. ft .... " .. "" .. , .... .lI§!.?p~._. __ ... , .. __ ., __ .. _.ll~·~Qo/r:_ _ .. J rur--i~~~~----·---rlqO.og~q,f.~ .... ____ .. __ JI~~.~ny'~.~_._ ....... _ J93.0~.80!t..J I ConduitCo~~t;~i'~t~-... -...-_._... .. : .. [Min velilMaxvel.IMin SI~~!I?,1~~i~~~0_~~~~ I· 11.00 ftls 115.00 ftlsI0.20% '150:o.0~. j.~ ... gq ft ....... ! :==============-;:=::====:::::::::::::::::::::==~~~~':..:.;.;.:.;;:;" ..... ...... '-'-"" ... IDrop across MH 10.0000 ft IExlInfil Rate .. 19.o.99Q}.~.~!: fUpi~~-ert-----'----"""-"'--'-~'i08-8-0-ft'-------"IDnInvert 1100.0000 ft [M~~rt~----'---....... I N ode Records Record Id: cblO r-----.------~-'--'---"--''-----'-'' .. -= .............. -. ..... ..... ' ................................. " IDe~c~p: . .IPrototypeRec~~d .. ' ........ , .......... :I!~~!~E:t.~Il!... . .J12.~ .. Q.!! .. _~, .. _._ ...... . ISt~ J?:~... . 1100.00.00 ft. .. .."._" ..... , ............ ,., ....... .JIM~~.~!: __ ........ .JI!~.:Q.QQQ!!_. ___ .. __ .. J ICl~ssi.fi?~tion;lrvt~Tlh.ol~_ ... _ ............... · ........... m •• , •• _._ .... :@tru.ctur~ .. !)'.p~JI~~-T~~.!.:~8 _ .... .J lEnt ,Ke 'Io,roo"e, ~nd wlHe_ad~~~~ .. ~~~==.=Q:.~.9)J I.g~.~~~el!~a.~!?TlJI~u~~~ .~E .. ~~~~.:.!?~l [Catch 11:5000 ft . __ ._ ...... _ ........... _.J!3.~_t.t.<?~.~t?~ .. JI~.~~~5~_~f ........... _ ... ,J ICondition IExisting I ____ . ____ ._. __ ,_. ___ ._.;... . .........;......;.;.;...;c=-......;..-:...~'__ _____ -____ __1 Record Id: cbII ~crip: rPr~totype Record '~creme~t . ",0.19 .~t .. IStart EI. fWo.oooo ft' .I~~~~i .. "· .. ;1...-'-10-'-8:....;:9=.0=.00-... ...:..:.ft'----..:....' IClassification IManhole IStructure Typ~;lcB~TXPE 1-48 . lEnt Ke IGroove End wlHeadwall (ke=0.20)IChannelizationiICurved or Deflector; ICatch' 11.?oOO ft '. !1~ott?~,~i.~~·".h9.:6~:~q.~f ......... ' ICondition ~isting. . ........ ,,_.,, __ ., . ." ." I ·0 I I I I I I I 10 I I I I I I. I " .u I Record Id: cbI2 [Descrip~--. fP~t>,pe ~~~~;~·:·.·:.· .... -.~'."'·:_.·~-':~·.]!~~·r~~;nt .. _~Jlg.l~ ft _ -~=._j IStartEl-------llOO.OOOO ft .. .,!I~a.~}~!: .. _._._ .. Jt!.Qs:OOOO.f~_ .. _._.J [Ci;ssific;tion fM~nhole l~tfl:l~t~r_el)E~JI.~I3:!~~}.~~§ ...... I rEntK-;------!G;;;ve End wlHeadwall (ke=0.20)IChannelization:ICurved or Defl~ctorl , ... --................... -....................... -........ -.. -..... ----........ ---.... -.---------------.-r; . ..' '" ...... "-,.. . .. . (Catch 11.5000 ft IBottom Area \19:6350 sf rc;~it;~;:;-----[Exi~j;:;g---- ._----------_._--'--_. -,...:.....'--'----'-----------"--------' Record Id: cbI3 ___ ,'--'---'-..:.....;...; . ..::."c.::.. ... ..::....--'-" -= ... .=="';':;''';;.,;.'' '.:::..." ..;...":-. ,;,;;.;.--:.;:. .. .:;.:;;.;; ... -.• -.... --...... _--.. ".------....... -... -IDe~rip: I~rototyp~.~e~()r~ __ ... '" """ .... ' ... _ .... iII~:.~e~~~!. __ ..... _ iIQ·!9 f!._" .. ___ ._ .... __ ... J rsra-rt E1. [1OO~0009 r~ . "" .... _ ....... _J~ax E!. __ .. J[~08.~_~gOJt .. __ ... ...J IClassification l~an~oIe ... "'.,M •... __ , ..... ___ ,, __ .;I~.~~ctu.~e Ty~ICB-T~!~}-4.8 ... J lEnt Ke!Groove End wlI:Iea~,~.a~1 J~~=.O:~2!!!~~a.nI!e!!~~~i<?ElIf~rv~.5)LQ~~_~~!()~1 ICatch [l.5O~o ~~ .................... _ .. , .. .JI~~_~~m Area_Jl19 .6350 s( .... __ . ___ .. J !Condition .. ·IExisting... ...... '._ ..... _. __ , ','." .. ___ ..... 1 Record Id: cbI4 ~~rii·----[Prototype Record , , .. I~nc~ern.~n,t . ' ... ,. 1;:-0....;:... ~....::..q:...:..ft....;' ',;.;.. .. :-' -~-l IStart E·1. floo.oooO ft ..• I~~~_§~ ...... ' .. ,j!,~~·gQ9o.ft .. " . (Ciassification jMa~hole , " .,..,.. . ... J~~~.~~':l!~ .. !>'p~.!I~B.:IYf>~I.:±~ ..... , .. ",i lEnt Ke IGroove End w/J-IeadwalJ (ke=O}o.)jl~~~n~~li.~~!i.~_~jl~~.!y.~~~.1?_e_~.~.~!~l \Catch .. !1.5000 ft , ' .. J~.~~~?f!1 .. ~~e~ .... iI!.,?:.?~?~_~!". ' ...... J IConditio~-IExisting Record Id: cbIS I])escrip: -lp~o~o!yp~ ... ~e.~o.~~"'''H . ·-.·:_:.:· .... ~~]I~~·re~en~ .. ~~ ~ IIQ~!_o-i!_~~~~.=~-·~-~~-.. ~] IStart El.llO~.~Oq0.ft .... ''''c'''''_''''''''''_ • .JlM~ E1. ... JllOS.OOQQ.!! _____ ...l IClassification IMallhole. " " '.' " ... . '" .:I~,!!..ll.~~~r~.!.¥P~JI.~~:'!:.!'RE_.!-.~ __ ... .;..J [Ent Ke IGroove End wlHeadwall (ke=0.20).\ChanTl~li.z~ti?I1!I~.~ry.~d _?~I?~fl_~~!9.~1 I I .0 I I I I I I I () I I I I I I I • '(J I Record Id: cb16 ·rn~scrip:. :iProt?typ~.~e~~~~: .. , ..•.... : ._.· ....... ::~·.~.~··· ... :~~··:JI!;~!.~~;;~.··~.~-..-J[g:.:i~·f~·.~,·.=.~~~==:~~.·::] r~~-. j1.o.~:P.~QQ.ft_ .. __ ..._._. _____ ._ .. JIMax ~_ .. J[!Q8~QQ.~!~_ ... ____ J IClassificatjon.ll-1~!1~<?~~ ..... , .... _,_" ..... ,_ .. __ . _ .... _.".J[~t~ctuE~ TypeJ~.~:!~.!3 }.~~?. J [Ent Ke ---"I<J.r~:)OveJ?n~~,-!:!~~~~aJ.l_(~~=:Q:20)Jlthann~li~ation!~u~ed ?f De!le~to.~ ICat~~~ __ .11.5000 ft ............ , ...... " ........ _JI~~~~1!!. .. ~~~.JL~.~·6~~.Q.,~!. ..... _ ..... ,...1 ICondition. IExi~ti~~.... ... ............... _ .. __ .. _. __ ; Record Id: cb17 -------'--------'-_ ...................................................... -....... -........... . rDe~rip-: ---rPrototype Record,IIncrefl1entlo.lO ft rStart-Ei~---"-·-rlOo.oooo ftl~~ 131 .. : '. . ,F!10-8"-":o=·'o-oo-f.:....;t---"-~-,1 rcI;~~ifi;-;tio~·iM~hole .. ,[Structure Type '!CB-TYPE 1-48 rEnt·K~---IGroove. End. W /Head wail. (~e~o . .2o.!j (~~~E.~·~~~~~~·i.~nj[<;l!~~~, gr.P~~~~~?I'; ICatch 11.5000 ft ._.. .. ... :.:~,?t.t.oE!_.~~~.~ .. J1..~:,~~s..q.~_ .. " ......1 1 Condi ti on lEx} still & ..., '" ... _ ... _ ... , ... " Record Id: cblS rDescri p: Ipro!ot),pe 1{~C.~f~ . :'. ......... ..~ .. : ... ~~ .. :.~.~··!IiIlc~~~~n~:·--~~·l·I~·.! o-~it·~~·-_~ ..... _~~:~~.-.·_· .. ] I s tart El~--fiOD.Oooo .ft. ... ,P •..• " •• , ___ " ... __ .... _J l~~.~.I.: ___ . __ jl~Q§.:QQQ.~.!!_._._ .. J IClassi fication IManhole. .'. . .. _ , .. " ..... " .. _____ .. JI.~~ruc!ure .. '!y~l[~~-T~E __ ~.:~~ ..... _J lEnt Ke IGmove End wlIfead~all (~e:::.9 .. ~Q!~I~E_~.!1.I!e~~~~t.i~"I!J~ur~e~ . .?~ ~~.!!::!~~ ICatch -11.5000 ft ' 'IBottom Area ;119.6350 sf -r-------·---r . .' .. .... . .-....... ,..... .. ... iCondition IExisting ._._ ... _._. __ .•.. -._ ..... _ .. _--------'---_._---------,----_.------' Record Id: cb19 jDescrip: jStart 131. .IJlro.!?t)'p~~e~?r~:·~ ... .~ :',. __ :' .. ~,:'." li~£;~~~~~~.·._.~]Q~!iiC.:.~~~~·:. ~~~~ .. ~."j hoo.ooq~ ~t :--.. ....:".: .. : .......... : . .il~~.~~~ .. ____ ... _.JI.!Q~:Q_Q2Q!t ...... " .. _ ..... J I '0 I '".,., I I I I I I I () I I I I I I I l( \, I ,~) I Record Id: cb2 [Descrip: IPrototypeReco~~, , ,1!~£~~~~~.!,.',:",'~,!IQj'~':~~". ' fs''r;rtEC'''.---l 00. 0090 ~t ,,"" " ... ,. """ ,, __ ,, __ ,J,~~ El. '" _,_J1l~?,·QQq~,~t _, '. .. i fClassification IManhole ,', .. , .. , " .. ' ,!I§.t~ctu~~"!.y.p~JI~1?~:r.YP,~}:4~,, '.' ; fE;tK-;--'lilioove End v.: lI!ea~\\,a~~ (ke=0·~9): 1~~~~!1~!i~~~io~I~,~£v.~~",?~ I?~~~~~~~! ICatch 11.5000,ft "JI:3.ott~l!l,i\~~~" ..iI!,?:?}_~q,~f,.J . ICondition IE~~~t~n~L"., , .. ,."",..",,, __ ,. "" __ ""_,,,, Record Id: cb20 IDescrip: .1I>rot?~yp~'~~~.~~~,,:·:, __ .. _.:~",.".,~"~:~~,'-~~ ",_II!!!~!:~~~~i.,: ... ,J&:~ O.-'!!",.,~~"~'~~,'~:,-',~-.:-'.~] IStart El. .ll00.9.qqo,!~, m' ,,,,,_,,,,,_,_,,,,,,, .. ___ ,_,_J[~~EJ_· _, __ JI.!..98.~9.QQ ~!.,_" __ J IClassification IManhole .. ,.' ., ,,,.,,,, " ...... _"_"'.,.,jl§_~_~~.~.!~.I.Y.E~jl,g~=-'!r~~ .. !:i? __ .. _J lEnt Ke IGroove End wIHeadwall (ke=g.2q)!I~,h.a!l!1e..!~~.~!!.~!lJ[~_Il,~_~~ .. ~~)?~!!~t?~1 /OrtZh--' --"11.5000 ftlBottom Area '119.6350 sf; !Condition IExisting , .... , ." ,." ,..... .p Record Id: cb21 I~rip~"--'''-Ip'rotot¥l~~ .Re~.o,rd", ,. :1!~cr.e~~~~__,.;IQ.:!Q t! .. "".,,,; IStart EL 1100·9q09 .ft""" ... " ,"' ".""., ." .. "_., __ .,I~~x}~!~ .. " .. ".,.J!Q8=-QQQ,Q,!~ ___ ,.,, ..... rCi~fka~I!\I1:~~~~~~ .. , ""._".""_ .... _ .. "_, __ ,_._ .. _, __ ,,l~~~~!:~_'IrP~I~~:,!~? }~~~ .. , .. , lEnt Ke ·IG~ooye.E,:n.d.~!!I~~~~.a.!lJ~e.=Q:"~92!1~"~"a.!l:~~~i~~~,,i~,n.ilg~.!:'.~~,?r. .. J?~~~E!or.i ICatchl 1:5000 ,ft. __ ....... , .. __ ."" .. __ . "'_" .. ,!l~~~~~~_~~<?~_,.JI~§~.?~. sL , ... ,,_". i ICondition IExistin~,. "" " ... ,,"., ... "-'" ., .. : Record Id: cb22 I I • 0 I I I I I I I {() I I I I I I I [Descnp: -----rr;ctotype Record I~ncre~ent . ·lo.}9i~~:"~ .... I Start EI. --1100.0000 ft .·IM.a~.~I.'.. _M q~.q~qQ ft [C~-;;ific~ti'~-~~hole . .. __ ..... ___ .. _w.. .. ____ ,I~~~?~~E~_~te~JI~~.~T~~.I-~.~ .. lEnt Ke IGr<?oveJ~nd~@~~~~al.I(~~:=:q·~9.)llf~.a..~.~.~!~~.~.ti_?~.jl~_llTY.l?~ "~~ I?~~ect?rj [<:atcl; ·ll·?9.99Jt. __ .... _ .. _____ .. __ ._ . _ ....... " _ ... ~I:I3?~!?_I?_~~e..a_ .. j~.~:§~?q_~f. ICondition . ·IE~istin~ ... Record Id: cb23 IDescn p: . ·lp~?~?!.yp~~~:~~i~~~·~· .. _.·_-.~·:··.~· ....• ··~·~·--~=JI!~;~;.~t_· .=jfiiQ.~f.~·~~~-~~-~~.:~~~-.~.:.::J IStartEl: . .' t~q9~99QQ .. ~~ .. _._._ .. _. __ . __ ... ____ ...... _ .. jl~ ~!:_ .. _._._JLI.Q.8~Q.Q..q~. _____ .. J ICiassification:!1;l~.~~?~e.. ___ .. __ ~ __ ""_,,, ___ " .. _ ..... _ ... JI§.~~!~~}5i~1Ic1?~!~E .! .:~8~_." .J lEnt Ke 'IGroove End YV/He~d~a~l (k.e=.:q.~q)il~~.~!.l.~~~.!~~!~?!:lJtll!'Y"e..~.~~_!2~f1_e.~.~~!1 tDtlch \1.5000 ft IIBottom i\~ea ,il.19.~35.0 sf . \ ICondition IExisting Record Id: cb24 Ir-D-es-cn-' p-: --I r-p-ro-'-to-ty-p-e-'R'-"· ~-co-'-·r'-cl-'-'· .. '-· '--'-----'-~·-li~~:r;;~~~:· ..... ~ .~jlo: 19ft... ..... : .. .... ..,' !S1;rtEl--fiOMooo ft '!Max EI.. .1108.0000 ft IClassification IManhole " '" . ..... .. '" .... .. ,:I~.~~~~~~j.;,p~.1I~~~:iyi~i~~.~". I ~::c~e· i;~;;!~~d~~~~a~=~n_====I~~~Jli;:19~:f~eQ~t?~i ICondition -:IExis~i~g._,,_ '" ...... q ... _._ ... _ ._ .......... ,,: Record Id: cb27 In-;;~~;;--Iprototype Record . ." ... ··I!~~~~_;~~_~~~~~·~.:]12jg.!~_·. :· .. ~:.._~:.-:~.·.··,,_~:-I [St;-rt El. ! 100.0000 ft . ·I~~)(~l.:.'a ._.ll.0S..:9999f~ .., . . .' rCl~~~-!Manhole ,', ISt.~~~_~~e .. '!xp-~.I~J:3:!~E.}~~~ _ .. : lEnt Ke IGroove EndwlHeadwaIUke=O:~oyl~~.~~!:le.li.~~ti~!lil~urv~.d .oT D~~.ec~of' ICatch 11.5000 ftlBottom Area ;119.6350 sf rc;;-ditio~--~ting . .' .......... .. . I ·0 I -~. I I I I I I I (~) I I I I I I I 6' '. I \ ) , ... ~--, ... I Record Id: cb28 IOesc0 tJ:, .. _ .... I,!!,?~~tY.P~ _g~E'?~~:.~~~,_" .. ':_~,~.~'·_~~~~~~~'~]I~~~~~~~!~ _~':_-_[IQ~.!Q_fi'" ,~::.~:~~~~:-,._ ~-.:.l Is tart ~~: .... .' J!9Q:gggQ.!t, ... ,. ____ '. ___ . ___ .... _. __ ~~~~ ___ ._ .. !I~Q_~.:QQ9~!~ ______ J IClassif~<:ati,o_n.:I~<l..~~o.~ ____ . ____ ., ___ __ . JI§tructuE~})~_p~jl~~-T~E 1-48 ] I?nt Ke . , _ .i19~9,o.v,:EI1~. ~J.I:I~.~d~,~~!c(k.e:=.0.2o~I~I!~.!1~~.!i_~~t.!o.11.11~,!~~_e~.?~.1?_~f1_~~!.?~ rc~tch r1.50~0 ft . __ __. __ !I!!?~t~~_f\~e~l~~:?~~_s!._ .. __ .. ___ .. J ro;ndition IExisting Record Id: cb29 IOe~-Zrip~--lp;ototype Reco~d"'-.. -. --,Ii~~;~~~~~ ':[0.10 ft" -"" [StartEt:' " .'.I_IQO.OOQo [t ,', .""" :.-:.-_,' .. -~~".-.~:·,·jM~~~~~.~ .. ,~·_: .. _.~:l.iQiQQ9.9~~,'~_~'~ ',-j IClassification;IManhole "" .,., ., .. , ,, __ .. " ,, __ !~.~~~!~~.~.!:)J?e.J~!3.,~,:rx~~~:~~, ".,._ j 'Ent Ke ~ve End wlHe~~~~lIJ~e=g:~o.)II~,~~I111~!!.:?;~t_io.l1ilS:~~e~,~~!?C?fl~_ct~~ ICatch 11.5090 ft . . .. ,_'" __ . __ ,_,.".". ___ J,~_C>,~~?_~ t\~e.,~_.{~9~,?~~Q __ ~f .. __ , ,. ___ ; [Condition . :IExi_s~ing , ,"" ......... " .. , .... _ .. " ___ n ...... j Record Id: cb3 [Oescri p: 'Prototype Rec~rd"'--'-·--'-·---·l~~-;~~~~ ··· .. ~I~:io·f~"-:~'.·-:-·~'~·:·-:·" ,.~, i fStart EI.--[Wo.OOOO ft 'Max E1.1108.0000 ft , , rCi;ssi·fi~·~'tion rManhol~---IStructure Type ICB-TYPE 1-48 rE~tK~-·---·--[G~~~~;;E~d--~-iH-~~11 (ke=0.20)JChannelizationICurved ~~ Defl~ctor; fCarcl;---11.5000ft . . '.P:I~<?~toTl! A!e~119.?350 ~i" -... , .. ICondition ~~g. P ." .. d"',,' ' Record Id: cb32 IOescrip: . .Iprotot y{)e R~co~~. ___ ....:._. __ :_ .... _,,,.JIncre~e.~,~_._.jQ . .1 o.i!. , ... '. ___ , ___ .. " .. ,I IStart,EL. _J~.oq.OOOO.~~ ," ..... ___ .. _. __ .. _ .. __ :I~ax g!~ ... _. __ . __ i[~Q~:.~Q90 .. !~"_ .. __ ...... j ,IClass,ific,at!o~;\.M.~nhole . '" .... , ........... ,.'."_ ...... ___ ,JI§t~c,~ure .. !y.E~JI~~:.I~~ 1-48 ___ ..J lEnt Ke IGroove End yv,1J:I~~~.~~!~ .. ~~.~:=o:~Ql]I~~a!1~~~i.~~~~o~!It,::!~?!.O_~!1.:~!o.!! ICatch 11. 5000 ft ""n' _____ ... j!3.~t.t~~.,~~~ .. j 11 ~:6.~~P.s.!._._ .'. ,._..1 1 I . .0 1 I I I I 1 10 I I 1 I I I I I (0 I !Condition \Existing Record Id: cb33 ~rip: T~~~R~-ord '··~~:JI~~ .. ~9._!t_o_o_~o_':· ... ,: .. IStart 1?!., 1.19.0.9090, ft. , . 0 _ ,:I~~~,~~:'" __ ._o._JllQ~QQQ~it_,,o __ ....... ; J(]~s.sif~c~ti.o.nJ!V!~~~?I~., ." .. "" . '.' ... _ .. ".".,_,...... ,_!I~!r.u~,~~E~,·~~l'l'p~jl~~:!:Y.E~!,:±~ __ ".~.J 'l~n! ~~ .. ,' :19.ro~,,,:~,~~~ w.~~~~_~~!Uk~.:=9.·,?q2jl~~ann.~liz~ti~~I~.~EYed_or!?~.fJ~.~!?r.i ICatc~". .IL?q,q9J~ .' .'''_'''..Ln'' .... '_ •• _J~~!!~_~~,~.jl.!.~~~~?q~, .. _ ., ... ,,_, .. .J ICondition IExistil1~ ...... ". , ... J Record Id: cb34 l~t::~~ l~:t~: :ecord---.·-:~~t~~~=~1~~~O:~~~~] IClassificati;;IManhole IStructure 1)pe:\CB-TYPE 1-48 lEnt Ke rG~~~~E;d-~/Headwall (ke=0.20)·IChannelization·ICurved or Deflector !Catch --ii.5000 ft IBottom Area :\19.6350 sf ., [Condition IExisting ,. '''. . ...,. . . Record Id: cb35 ,.-______ -'--___ --"-... , ., ... ,." __ .... , .... " __ ... _ ....... , O. "L' , ~crip: Ipro.totxpe Rec()rd .1~E.~r.~.I?~~~_,., _J9}9,ft . .;;;;.. .... ,'-.. ,..:....,-;'-'-'-'----o IStart EL 1100.0000 ft ... ' I~~?' .. ~~.: .. ,_ .. _:~<?Qqf~_" .. ,' .," lClassification IMa~ho!e_. . .. , " """'" 'uJ~~~~!~~.TJ.£~II.~~:..'!.~1il .. :~_8", _."j lEn t. Ke 19r?()v.~.~~,?w.(~~a_~~ ~~l, S~:~q.~2Q2!I~E.~!l.~.~J.~~~i~I1J IC_~~~~,2~'Q~.~,~~!~~J ~h 11.5090Jt _ "~_,, .. __ j~~_ttom,_1r.~~_~_,:[!2.:.~}5~_~!_. ___ " .. __ ,_.1 IC~mdition . IExisti~g,. Record Id: cb36 [D~~-p~---[Pr";t~PeR~~~d'----·---c-.. ----fln~~~-t -' ';[G.T0 it . IStart El. -1100.0000 ft . ·1~~;,,~i:.'· .. ,·.~~_~11_Q~:QQ~()f!,.,_ '.:, .' .. .fCIassification IManhC?l~ . .. .. .:I~~,~~,t~_r~.!y..p_~Jlg}3.~I.~:f'~}:~.? .. _, ,,! I I ,0 I I I I I I l(lJ I I I I I I I \u··· I· '. I l~~.~ '~e . Ig~o.o."~ .. ~~~ .~~;~~~~~.i.~(ke~Q. ~Q)i 1c.~.~~~~!ji~~i~Ejl~~iy'~~·.?i ... ~~.~~~!or.i ICatchl1.5000 ftlBottom Area i119.6350 sf . i ,I~?~~i~i~~ '" 'I~~'i~!~~.~~.~·:.~~···':,~:_ ... '._:···~-.. _.~. .~,-"-"~-"."~: ._ ..... _ .. ___ . ___ .. 1.,._............ .- Record Id: cb37 IDescrip: [Ptm-ot-y-pe-R--=-e~-'o.;...;.rd:.....:.....c..~.:...:......:.:....:.::.··...:...·::....:· '="-:':"':':":II~~r~~~~'~'--"""ifo~10ft ..................... i IStart EI. floo.oooO ft ·rM~~~·ET.~: .. ·.·:~:· .. ·:ti9~:9_~Q~.!!" .. _:.·· '".". Passification-IManhole IStructure Type:ICB-TYPE 1-48 . fEnt Ke --IGroove End wf!I~adwall (ke=0.20)ICh.an~~!!.i~.~i?~!lf~~~~or ])e-ii~ctd( ICatch 11.5000 ftlBottoIE. r\rea ·119.6350 sf ICondition -'IExisting __ ' ______ ~~ __ -'--~ __________________ ~-J Record Id: cb38 ·It:~~.1;:t~~~~~::--~··::.· .• ~_11~~~~~==il~;l~Q-ft~-:--.~ •.• ! ,IClassification:IManhole, ....... , .. , ..... " ..... , J~!rtl~!~!~.Iy.p.~JI~~:!~_~~:,~? __ ,;.J lEnt Ke I Groove. E~~ ~f!:Ie.a~w.a~!. (~~=:9 .. ?9.)tI.~ha~E.~!.i.zat~~nll,<:::u!"ye~_.?~pef!~~t~!j ICatch '11.5~.90 f!...... ..... _ .... __ ... jl~.?~t.~~.~~~~ .. .iI.!2 .. :?~~Q.~L ...... ~ ... '" ... ~ ICo~d'ition IExistin~ .. Record Id: cb4 r&-;~ri~--'---fP;ototyp~ Record IIncrement 10.10 ft rSt~;t'EI:--'-lloG.oQOOTt'lMax EI. . ,rws.-OO-O-O-ft--- ro'~~~IManholeIStru~~~r~ T;~e:iC~B-TYPE 1-48 lEnt Ke IGrooveEnd wlHeadwall (ke=0.20)lch"~~~'cli~·~~i~~:lc~;~~d·o;·D~fl~ctori 1~:~;itIonl~:i~~~{ .... . . . ..: ... _IBo!~~!\;~-:119-~i50_~C=~-j Record Id: cb44 I 1 0", I '" 1 I I I I I 10 I I I I I I I . I C) I IStartEI.··· .. , loo.oooo·ii""········""·· " ....... '"···· .. · .. :IM~~-Ei·.·'·····'·'rlo8.oooo·f;'-.. ·· ' ..... ,. IClassification IManhole . 'ISt~~ture T;pelcB-TyPE 1-48 lEnt Ke---IGroov-e&ct-;-;&;d~-;iI(k;~02o)lcha~~elization rc~~'o~ Defl~ctor: rc;tch-----fL5ooo ft ' IBott~m Area '119.6350 sf . ICondition/Exis~in~ ,, __ ... p.. •. ".., . . .' , . . ' Record Id: cb45 IDescrip: . ~to~ype Record' . :IIncremen~ 10.10 ft !Start, ~l. .,' ,,' ,rI90.~2o.99""ft··.· ... ~ ...... ,'~ :,_~~:~.~ .. ~~ __ JM~~~~~,~"".'·,· ." .!'-.lO-.~-.O--'clO-O-f-t -".-'-P ~ J~!~s~~fi.c.~t~()~: I~~~.~,()!~ ., .. , .. , ... , ..... "."._ .. _, ..... :.....",, __ ,J 1~.!~~!y!,~::I)~p~J IgI?~TY.P~, .!~~_S., ' '" .' 'I~~ t K.~ . : IQr()()Y.~.§.~.~.::v.Ili.~~~~.~1l .. i~~=2· 2o.~ 1~J!~~~!~~.~ti 0121 l~lJfy'~.~ ()r.~.~ f.I,e,~~()~ 'ICatc~.. .Jl.~.?g~9Jt .. ___ .. """ .... _.",,_ . __ .. __ " "' .... _J~~~~~ .. ~£:.a_ J.!?.:~~~O.~( , "j ICondition ."IExisti~~ , " ...... , Record Id: cb46 !Descrip: , Iprototype Record ,.JI~,cr.~I!l~T1~.. ,':1 r-0..::;;.}.....;.O.:..ft-,--__ ..:........-'-! IStart EI. flOo.oooO ft , !Max El. '1108.0000 ft IClassification IManhole ,..... ". ,Is~~c't~re' T~pe ICB~TyPE 1-48 j&tKelGroove End wlHeadwall (ke=0.20) ICh'an~'~lization ICurved or Deflector' ICatc~ 11.5000 ft' " ", '-, -~IBo~tom Area 119.6350 sf !Condition IExisti~~ '.' ......... .. :'. ,', Record Id: cb47 IDes~rip: . ' IPrototy~~Record" .,...,., ·· .. ··II~~~~~~~~" "\0.10' ft '" .' ,.' " .... ' Istart EJ. rl.qq.goqq,ft-' ... ~~ ... ". ~"_~ __ ,'.~~ ___ '._'~.~~!~~; .. ~.~~.·~. __ ~·.]i9?,:'QQ~Qft " .... .-.... : (Classification IManhole :IStructure Typei!CB-TYPE 1-48 lEnt Ke!Groove End wlHeadwaIl (ke=~.20):I~hll~;~I-i~~'~.i-?~;I~~~~~_?r· I?~~e~t()rl ICatch 11.5000.£t IBottom Area 119.6350 sf ICondition IExistin~ Record Id: cbS I :0 I I I I I 1 10 I I I I I I I ,0 I JD~~~ri~-: .: ~. ,1~i?t~~'~P~:~~~~_?!~-::~"~··' __ ~.~-··: .... , .-:i~~~i~~~,~~:.-: J2'j_Q_f~~ ... ~~.:~_ .. _. J ,ISt~~"El.· . .I~00:009.0!t. ' .... __ ,., ... "_"" ;I~~?,,~l,~ ... JI9S~9Q09.f! ,.; [Classification.!Manhole. . :IStructure Type:!CB-TYPEI-48 : !E~~, K~ ,. . . . ", Ig.;~?~~',g;'~.~~E~~.;~"II.·.(~~;Q."?o):I~~~?~~I.i~~i~-~nJ~~ct..<?~ .. p;fle~~~rj ICat~h." .... J~,:.S.9_Q9 .. f! .. _ .. __ .. __ ," __ .. _ .. _,, ___ ., ... __ .. ,. __ .lB_~~~9~ .. ~~~~ !1~~.:.()~5~ sf .... , '_" : 1C;,o~.~i_t.i~~ .. j?~i~,~~_nI$ " __ "_"__' .. _ ............. ___ ." Record Id: cb7 IDescnp~--rrrototype Record ------~~r;-~ent----IO.1O ii-- Istarta'---llOO.0090 ft ·------TMax EL . flOS.OOoQft--- passification ~ole :~~~TYP~~YPE 1-4S lEnt Ke . 19~?~v~}~~~ .\V(I:I.~,~9~al.l(ke;9:,?g)'I~h.~~,,:~I.iz.~t;.<?~ilc;:.~ryed o~ peflector: JCatch ,I1.5000£t .!Bottom Area ,119.6350 sf lC;o~dition IE~i"~~i~i:' -"u, ____ ... .... " • ••• . • .,...... • Record Id: cbS I])escn p: .I~~<?t.o!ip;,'~~~_~!~ .. -.~~,·~ .'~ .... ' . .~ ... ,~,:J fj;;i~~~~~"~: ·, .... jrQj9f~ ",,, ... Istart £1. '.' .h,Q9:99.gQ!~ __ .. ",_. __ .... ___ ,._,_., ... _!I~~E!·' ___ 'HJIQ~.:.o.999ft .. ' .... ~ 'ICla~si fication 'l1vtanh~le, _ ,' ............. '" '.,. __ ......... ,._ ... ,,,i [~~~~t~.~~.I>-:p~! I~~ ~:r:XP.? .. !.-.. ~8 ... ' lEnt Ke IGroove End wlHeadwall (ke=0.20):IChanneIization:ICurved or Deflector' ICatch 11.5000 ft IB~ttom Area 1 19.6350sf ICondition lE~i-- Record Id: cb9 ~~~-[prototyp~ Reco~d-----"-II~c;em~nt 10.10 ft IStart El. 1100'.0000 ft' IMaxEI. ,fios.oooo ft ~ification IManhole IStructure Type : [CB-TYPE 1-48-: IEntKe . IGro~ve End~lHeadwal1 (k~=0.20)ilch~~~·~li~~ti~~;IC~;ved or Deflector :ICat~h .' 11·~QQ9"~~ __ •. ·~~ ... ,~::· .• ":~~~·~~.~~ .. -_~".:":::~~jl.~.~~?;~~~; .. "":li9:,~35~O~t..·· ICond~~~?n .. ' JE:xi_~~~~ ... ,.,' __ "_,_ ... ~ ___ ._ ..... _ ....... ____ "'_~ I I " ,0 I I I I I I 10 I I I I I I I , i() I Record Id: pond 'IDescrip: !PrototypeRecord IIncrementlo.1O ft . [Start EI. 1100.0000 ft /Max EI. [108.0000 ft. [Dummy Type Node Contributing Drainage Areas Record Id: cblO I Pervious CN Calc r----Description IC~=---Impervious surfaces (pavements, roofs, etc) II Pervious CompositedCN (AMC 2) I Type IFix~d I .' ,I. Sllbt\r~~. J .. ~1I~ ~n . I I 0.03 ac I 98.00 I .98.00 . I Dir~ctIy Connected CN Calc . : r ..... n~s.c~ipt.~.?~~· ...... ~·: .. "··-.. :·.~.~·~·:.~-_·-.l.· ... ~tl~.~~.~~_._.ITu~~: ! Open spaces, lawns,parks (>75% grass) II 0.02 ac :\ 86.00 !. i " .. . P<:' .. ~o.me~~it~_~~~. ~~.~~_2.) .. _ ..... _.. ......... ,':,. .. _._J".8~.gQ ..... ; ... _ ,_. " ... w.O" ••• _ A<_._ .... ~,. .. _ "~_ .. h __ •• __ ~~_ ~ .. _ •• w ••• ~_... _ • ,_. __ ••• ._ \ ". e.. ....... ..' --. Dire~ti~·C~~ne~t;d·TC Calc e. . •• " ----... ----."'-..• --; \ I'-'-T-yp-e-i-' De~c~i'~ti~~ ·-·······!·I···-L~~gth··· ':j' "-S'I~p'~:"r' c.~~fi'·.i·[······M.i~~"··-:·i···~·-··. ·ij···· .. ,.e._ 'j I IFixed 1\5.00 min 1----"-'---'-Directl;-Eon~~cted TC , .. S.OOmin I ·0 I .' I I I I I I I C) I I I· I I I I r " I '~ I Record Id: cbll [D~ig~-Meth-;;d'-. . c-_. ___ f'~--~~BUH~~I~~·!~!;!~ .. ~~re~.-.. , .. -·.~~:·~·_~_~_~ __ .:,.~~.-jl:_~'::Iiiii~_'~~.·J IHyd Intv I 1O·90.IIll.~. ,.fl~~_~!<i~g .. F~C!~~~_ ... __ .. _____ . __ .. J ..... _.:t8~;g2.,_ ... ! '. ~::::~~~ .'~ 50:7!]I~i~n~~~~~~~~~:~J I r-Description . .. .. ........... -........ '" J--~~~~~~·i._~~~:~=S~;~ .. ~:~ __ .-: ; Pervious CN Calc r--Impervious surfaces (pavements, roofs, etc) I O}.?~~ .. JL.._ ~~:OQ.: . ! Pervio~;c~mposjted C~5:~~~ :~) .,. _ .. :.,.__' .. :~. ~ .:.:JL.::.9.~:?~· .:, rr" Pervious Tcc~i~""'-.. .. ...... '.... .. _ .. " ITyp~--'IDe~~U;;-1 Le~gth ····.,.....;;t~...::.S""-j~=p~= .. ·;;.;;·:il'-'-".--'-~-"-~.e';""';Jf'-' ... "'"J'-"'-.M-_ .. -is-.~.:";;".'Ii--',,=:·:.·;..;.. .... ;;..;;·i-'-:.I-'."'-'-".c..;.... -',J irF-'-ix_ed_.......;....-'"'-__ '---___ .......:...;. ~·-e-rv-io-u·.:-S ..:...T-C-....-:;.~;;.:;;,;..;......:.:.:-.:..· .;;;..;'" .= .... = . .' .. = .. ".=.-. "=""=""::::";':;-. jr,9;~~~, .. ~ : .'. ::-~.'.: ~ ". .. .... :.:::~:.~.::" -:---, .. :.:.:.::::::::.::::-::::::.:::.:::.:.:-:::-: ... , .-::--:~ .. ::.:.;.~-... --:-;-:;'J . ",' _ .. ',. _,""_, .• _,~" "._._'"_._'¥._ ....•.. "~._,, .• _ ",_~_,,_ ,_,~, •.. , ___ •• __ ._~. __ ~._ ...... _._~._ .... _ .,__ ._ _,"~_·~w 'r--Directly Connected CN Calc ' , • •• • • "" __ ~_~, .• .,_."._._ ... _ .. _ •• _ .... ___ .. • ............. _._ • __ ,, __ .. _.~_. ____ ... _._., .. __ • .,. __ , ...... 1 1 .. ~escrip'~i~~ .... _ .. _ ... _._ .. _ .... ,><___ , .. _..JL.,:~.'!~~!.e~_.JLi~~,~!l __ ".; I Open spaces~.l.awns,par.~s~? 7?~_.~~~~t .... _ ... _., .... ,.JL ___ g:_!~_~.C?_._ .. ....JL ___ ~.§.·o~ .. __ .~ ,I. .'. ])C: Co~p()s.~,!~~_ ~J'Il.~~~,~.;?2 ............ ,., ..... _ ... _.,...... .."... . J[ 8~:2Q_.J I • '.," ••••• N ..... "· ... •• __ " ••• ,~ __ ~.,., ...... ~. _ ,_ ... ~ __ ~ ___ ••• __ ... ~. •• ___ "".. • ____ ..... __ __~ __ .~ ..... _ , ~._~_ •• ,. ~~_~.,..I ," ••• ~,." .. ~_ ••• A ....... _ ...... _ ••• ", ___ .~.'"_"., __ .c. __ • , __ .• _ .. _ .... _._ ,...... ___ ._. __ .::_~;:ts:H,a •.• ___ ::ex:" ,._ "~"! I Directly Connected TC Calc ; i rF-jT-x:-:--'e-"-:-"':";D-es-c-ri-Pt-io-n'~" '.r "L~~gth-~§';P!-I~:;~!-~~jli~-!Edl I Directly Connected TC ....... J ....... ?:Q~IE.~.~._.i: Record Id: cb12 jDesign Method -----T SBUH ,IR~i.~!~~.:t;Pt: ..... "" ...... , .. ,,_ .... !I __ .~X~.~!~." IlIyd!ntv r . ,l.~ . .9q~i~ .1~~~~~c£!~~.t?E .. ", ,. ___ .. __ ._,iL._,,_~.~~:QP' ..... ' I. .1 .. __ .. . ... J~~~.~~_~c.~!? .. ~S~e_f!_ ..... ,,_. ... .... ..JL .. ___ O:.?9 __ ._ ... ~ IPe,r.vi()us Are~ . . .,I~-}.~a~ ..... :[~~!~._., .. __ .... , ..... : .......... __ ........ jL ..... ",,9.·~.~~~ ..•.. : Ip~rvious CN. I .. ' ..... ?_8·Q9 ......... j I!>~ .. ~~' __ . ___ n."." .... _._ . _____ ......... .JL .. ____ ~_?..:2Q_ .. ' .. __ _ ,IJl~~v!~ll~':f<; .1. . ... ~:QQ. ~i.~ .... ,_ .. j I.~~_ ~~ __ . ___ "....._. _____ .. ." .... ~ __ ,, ___ ,, ____ II .. _ 5..:Q.Q_~_~ .... _: I I . ,0 I I I I I I I () I I I I I I I', U I I .. '.... ......... ..... . ...... ,....... .. ..... -.... '. .. .. =. . -'''"''''1 I . . .,. }?!~~~t!,yS~.~~ec.~~.TC Calc .... .. Ji I Type Descripti?!1,t.~t:~g!.~. _.l._sl~p~ ... lL .. ~~eff..Jl. Misc ..JL.... _TT __ .J I IFixed;\ . 1\5.00 min Ji ~C~ ... _.:,~.~=.:~-.. -... ,,, _... .Di recti y connectedfc -:-:··:·;:;~·:~.~:~::.:~·'~:.::.:::~~~:·~jc~~:'~~g~~.~~-~J! Record Id: cbI3 Pervious CN Calc .' .. ... . . ' .• _ ,_ .. ~, __ ... ~._.. ~."'~,.e .• _ , ______ ,_ .'¥"~_" __ '''~...... _ ......... ._. ~" __ ... ,_ __ .• , •. ~ .. _ • ..i Impervious surfa~~s..Jp'.~v.~.f!l:~!1£.s..~. ro~.f~! etc) l 0 .. 14 a~ . J._ .. _~8.0Q . ..J . Pervi?t:ls..C.?'!le~s.i~~d_~~t~.~~ ~L.., __ ,,_ ... __ ..... _._ ... _JLJ._~~Q .. J I r"'" ,. p~'~;i~~;-TC"'C;I~-"'--.-, ............. ----..... -.... _. ! ! I ~r-.-!_-~!,l-.. ~.-_ .. ~ D~scription I Len~hISlo;;] C~~JrM~r~:-~:r: __ ] I FIxed =1 ========I=========~:::::::= .. ±=. =:i:=:==1=5::±g±qtiI11~.i~±:: .. =::::::J 1 I :0 I I I I I I I() I I I I I' I I ( ) I' ,J I .. ,... .'''' ...... ," ..... " '" .. "'" "'" "."... . ........... -".. .. ..... -" ................... --.. --...... """'; I ,.-1 _-'--__ .. ..' pirec!ly. co~n~c.t~.c~I::!tIcT -..----'[. '--""'''''-''''''''-1 I . ~escr.ie~i?I1 .. , .. , .. , ., ... , .... ,,_._. __ .... ,.l .... ~~~.~.!~~ ... _l "" .. ~~~,.~~, .. ,.I Ir---.:-___ O-'-p._e_n spac~s~l,~~~~.~p~r~~ __ ~~?y~ gr~s~) ,, ____ . __ .... jL .. Q:lq .. ~~",_ ... JI .. " ... ~?·9g .... ,_.!! I " ~ .. ,:.:, .... :,PSS?=~r~~~~~~:~l'~ ~~~c: 2) ' .. _ _." il 86.0_Q .... J I. I Type I. IFixed . r Record Id: cb14 Descriptio"" .. ,il .Sub,A~ea .. 1 .. s~~ cn .:: Open spaces, lawns,parks (> 75% ~~~~s) . .. ... , .. !1. .. .9}O .. ~c"..L.~.oq ... )! : ... D~ ~~~:p.~~~.;e~ .. St;i~~S:~~-.:::::""::--:".~ .. :: .. :,,::· .-, ::'7 t:}_6:.?q __ ~ I .. , __ ,"'... .. ..,~~.r.~~!"I.~,("nnn~rtp~ TC' ("nlt'",_ ... ,_,,_. ____ .. _,. ____ ._ _ ......... .J 1 __ !.rg~,,_J,_, .. ,~~~~~i~ti~~.-. JL ... "Length ",JL ~Iope IU~I l\!isc II . T!_"._ j: IFix.edl .......... ".,,, ..... _..Jt,, , ..... __ " "Jl5·Q9 min , ..... J I ~o 1-" I I, I ·1 I I' I (~) I I I I I I I ~{ ,) I ........ / I) ~I~i~. e.' ~ . . .1 ........... '.:':' .. ::.:.~':.' """:'::::~"'::':':":"'~':':::J':L::===::::~:=::::":'::':'~=-=-""'::::':===-::::::==::::::-=::::'::'-::::::::-:::::I:::I;:::~o-~ "7--::Ti . . .... _ ......... _ ............ __ ._._. _" ........... ___ ". ___ . _______ ...... _____ ...... J _~ J! . Directly Connected TC . !I 5.00min!1 ......... -~ .::;:.:::.:::::.:.-~-:::.:::.~:.::=.=:==::========__:::.=:: .... _==__==:=.::==_===:.===---======-.... :.1 Record Id: cbIS [D;;i·g.;-M~~-----r-'~uH-. -Il,{a.}~~~n ryl>.e . ;r-T~~lA .. IHyd Intv r-19~0.q~!I1 .. :I~ea._~i~lt~~C.!~.~ ................... J .. ..~?~..:Q2_ ,,' r-. J .. ... " ..... :I~.~.~~~~.~!.!~~ .. ~~~!f .... _ ............. lL ............... q·?Q. __ ...... : fP~-;'-;i~u.s ~re.a. ..1... .9..:~_~ ~~. __ . .I!lCI~_ ...... _. , __ . _ ........ __ ............... _ .... ..11.. ......... 0.98 ~c._ .~ IPer.vio":s(~~...... . ..... 1. ... _ ..... ?~.9.Q .. ~ ..... ;~C ~~_ ..................................... ___ . __ .... JL.. __ ..... _.?6.00 .. _ .. _. __ i [Pervious TC .. :I '" ~:9.~_~I1 .......... JlDC TC .... __ . __ ._ .... _ ... __ ...... _ IL ..... 5.00 ~_~ .. _. j -~ -1 Pervious CN Calc ' I .. "_'" .... · ..•. ·._·.~~~P~ .... ~=~~~ .. ~~~~._~~==JI:_~i~_~~;;;Jf=~~;:.~1 t .J~p~E~i<?~~~':!r1~~e~_(p~ve!lle.!!~s, roofs, etc) ... ...lL 0.1~ ac ..... _]L.~_....J1 . . ... .......... _ .. !>.~~~.?us .. _Composited .CN (AMC 2). . ][ 98.00", ....! i ............................................ _....... ... -.... -•• .... ... • .. ,!J I ... ' .. ''''' ......... _ ....... _ .... Per!ious TC <;a!c __ .... _____ ._._ ..... _ .. _ . ....J I Type I IIFix~d--! If-I Description . il,Lellgth :1~I()J>,e. .. JI.. ~()~ff.l.M!~£.iL .... ~!! ......... i II I' I 15.00 min Pervious TC I .. s.:()"O~~n ... ' . , .. . II Directly Con~~~t~d CN .. Calc··....... ..... . ..... . .... _...-........ , I r-------· .~es~r~p~~~;.. .": .... :.~_:.:~~.~ ~ .... ~.~ .. ~ ....... ~ .. : I ...... $.~~~·~~~·.· · .. t··: :§;~ <:11' ... : i r Open ~p~ces, }.a"'.'n~,p.~~~~J::> 75~.&!~~~L........._.iL, ... 2·~~ .. ~~.....j_ .. _~~.o9 ...... j: I . DC Composited eN (AMC 2) :1 86.00 ': , .... . ... '~""" ............ _ ............... _ ........ _ .... _ ......................................... 1 ......................... . .. _, " ,". ,-"' ~ .. _._._---,.,.-...... _.' .... --.. -,. --~-'--"-'" ,,'."-.-.--.~--."----." .... ~. '~'-'.-" .~ •• ,." <' __ ••• _~. ___ ' •• _. > __ •••••• ,_.~ ••••• _. __ ~ __ , •••••••••••••••• "._ n ••••••••• " ••••• ,~ _._"._._ •• ' ..... , • __ ..... ~ •••• _ ........ __ •• _ ... ____ .... M ... '.~ •• ___ ; r Directly Connected TC Calc .. .~i::r. Descriet:o~"__._:[i~~~ih:····~GI~;~]I~~~.J[~~--!~i~~-:-:· 1_.... ......._ ... _1?~E~~,!.!~C?~.~ect_~~ T~ ... _ __ .... _ .. _ ... _ ... _... " ..... _. .. .. iL. ~.:09m!n Record Id: cbI6 .,_ """M~'", " ..... .-, _ ••• _ •• _""_" ~._ ••• ~.~_., •••••• _" ...... , ••• ," • !Design Method -I SBUH "!Rainfal! tY.P.~ .. ' ' .. _ ... .".jL._I~~.~A ... i IHyd Intv '-1 -lO-.O-O-m-i-n-IPeak~.I1_g}~~ac!,~r. ... "'m •• jl." ... ~~~.:~9. ... pi I :0 I I I I I I I () I I I I I I I ( ') I .~~ I r I. .""'~~,'" .'~ ____ :"U. T~~~~tr~ct.i~~~;~~'· .. ' .. " .... "~r""O:20 IPer~ious Area j 0.52 ac IDCIA "1 0.34 ac .. rPer;j~~CN-"--~-J. '. . ... ?8.0o. ... , ,,' .. ·I~c.~~ ... :.~ .... ' ... __ ' .. : .. ,~" ... ,.,."" .. J: ... , .. : ~~~gQ ......• rP~;;ious TC.-, .... : I, "._ .. ?..:9.9_!!E~_, ... J I~f,.!~, ______ .. __ , ... __ . ___ ... ,_ .. _jL_ .. ?: .. QQ~i!1 .. _, .~ r I Type IFixed r- .. ' .. _.,. ___ ._._" ..... -.0-_ _ ___ . __ , . _. _".'_'" _" __ ~_ .. _~ .. __ ._._._~._,, l ~ Pervious TC Calc ; i De~~~ipti~~-"-·--'-. Len~th . !! siop; ." Co~fil' Misc'-'j ··-'·-TT·.'.·----11 .• .··JI:~~····= .. :.= ... ~~.:=~: J~.. ~J~;;;;.~ .. ] I il 5.00 min : i ............... __ .. _'.". '''.'~ " .. " .... ____ -1 ._ .... __ w. ____ , __ ... __ ~ .•.• , Pervious TC • ,.. '_ .. , _, "._ "'" .. __ "" .. "' ___ .~ .• ~, • ._ •• ~., •. , ... _" ._.,."V'_' .• ,~._", ••• ,~,_ ••• "" ••. ~.""."H' ___ ." •. ".",.~.··. , ...... " .... " .... _ ......... ,. __ .'_'.', '",' ,.." .'_"'''''' ",. "'.~ •. i Record Id: cb17 IDesign Method '1.'''' · .. §~.~· ... "·-""'I~;!~i~!j·~~p~~~:·,,:. _.:~._ .. ~:"::' .. -" .. :"._--. ·l[-:~i~~.~~~·~·~·~ IHyd Intv '1 10.00 min ;IPeakiJ1~t~act()r. ,,:/ .... ~~4.q9. ...... ;-----·----·----1 IAbstraction Coeff I .. 0.20 Ip~~'i~'~~-A~;;-'-'---'-! 0.07 ac IDCIAI 0.05 ac rp~rvious eN \ 98.00 lorn' I 86.00 rp-;;~i~~;Tcl' 5.QO minl~~·i~.~., ""., " .. ;[?:qg.~in" .. r~ . .. ..··l'er!lou! ~~~C~I~.·~·=. ~.:::-.--=.=.::1\ .. !l..~~~t:!p-~~~J1,,_ .... '., ......... _ "' ... __ .... " ..... __ L_~':!!'_~~~.~."J, .. ~~~_,~~.Ji I Imoervious sut:fac~:~. (~~.~.~2]:~~~s.;:.~~::o.!~:~~~.\::::::::~~_,,:::JL,,::~~:~:9::Z.~~~.:.:.jt~ .. ::gs.:gp-.:J\ I 101'\ tt) I-- I I I I I I I(() I I I I I I I i( ", I\~J I JI-~:'·'~':'~.~.~~'~~::: ::--~-:·~-~::·.':~~~"~~~i~~o;;;p~~~:~·d-~~ ~~~C'''2)' ..... . ......... -.---......... ..~]: .. -~§.~?~::~.~ 'f" . . . . . ... .." '-'''-'':''~~'~:~'~_j~.~~!~~~_!~~~~ .. -.. -__ ~:~=' __ ~.~~_~~~ __ =~~::~" .. ~_'~~ __ .-~~-.. J [ I Type Description :1.~~I!g:!h.p.!L_~~ .. l!~JL_~~e!f .. IL._~~~_...!L.. __ .. T! ______ II IFixed 'I ....... M .... _ •• '''''''' ... __ .... JI?·~g_nE~ __ .. n .... __ ~! II Pervious TC .. _.~.~.:':.;: .. ~:: .... _ -,:: .. _:_~:.:.:.::: __ .. ~: .. :::~.:::.::_::j.::.::::~::?g.::~.~2::::.:::~)..I "~'.~ ."._,_ •• , .•. ", • __ •••• _,. "_."~ <>_.A'''_'_~'_' __ ~ __ "~ _____ ._ ." .',0' • ___ ., IDir.~~~ly~o.~Il .. ~~t.e,~f.l'i.~~~.~__ _ ... _. ___ . _ ........... _ ..... _.... ......... ' ' ·~--~:::;;:;i>75% ~):.~ ...... -jl-S~;6i~~il·s~~~n ...•.. i I DC Co~po.sited CN (AMC.~!· ....... ' ... _1 .. 8~~~9 .. .... _ ......... -.... . -, ~ .. ,--_ ... -.. ~ -.""'" ~ _ .. _-, I Dir.ect~y .C;0!1l1e,ct.e,c! IC. ~~~~m ._ •• _. __ ---• _ ..... _--_ • ---........ : i I Type . I .I~~s~~~e~i~n n, L !-<~~g~~ j ~ .. I()p-~ J L c;~~!f _ .. JLM~~~ .. : L.... .'!~~ .... ~. j : JFi x.e~. ...1. __ .'" .. ' .......... , ...... , ...... ..Jt. .... _ .... __ ....................... __ .. __ ... _ .. __ .................................. __ ..... _J @.:..~2_.~~ ...... _._.i i :1 ... ,_.:_.:.:,.,.::~:: __ :~:.:_: __ :~._p~~~~~~_C~~ .. l!_~cte~_TS :._. __ .. ...It. ~_.OOmi_~ ...... U Record Id: chIS IDesign'Method .1.. ·:s,iiljI'·.-·· ]~~_~~;j!:!XP';~::':.~:~""~~:._:·-,~'.:~~~=JL .. ~!iR~~._ .. : 1:"=y=d=In=t=v========= __ I~O.-,-OO_m_in_IPea~~.~tt~~~!~r ...... _ ... _ ....... ..lI .. ___ ~_~~.:QQ ..... ..J 1 I IAbstr~~~ionC~.~fr. ... ". J ... Q}Q._ '. /Pe-r-y--io-u-s-A-re-a-------I 0.16 ac ID<:;IA. j 0.11 ac IPervious CN 98.001DCCN ·1 86.00 rPe-~~-~~;TC------· .. ·-----I-5.00 min 'IDC TC 1 5.00 min " . I Pervious eN Calc I Descript~~n ... " . __ . ___ . .1 __ ~~~~r~-.:]I .... S.~~5n .:j l '1 Impervious surfa~~s(p~y~I?e..~~S.,_E??~S~_~~~ L.. ___ ...... __ .... J_ ... _Q:~.~ .. ,~~ ... __ J._._?~:22 __ .. ! , ~ ···,ccc.c".-c:c: ·cc·c. cc = ._~ .. -_ecc" ___ "" c·==."'·_,,,"'=-,, .._.. , Ii Type -! D~-cr-'-ip"":"'t-io-~ -----'1·.· . L;:;;~O"_f~~~~~IL~"-~!C.¥ii~J:.~::!i·~·_: I IFixed ! :1 . '115.00 min 1 _ ••• , •••• ,,_ ,,~_._ •• ~"_"~'_' _, ."' __ '~'.~"P ••• _. ._ ....... ~, ____ ~ .• _.. ~.~_ ~ __ , ____ ~ •• __ ._ •• _._J 1 l~e..r'l~.? .. u..~.!q .. " ........ ____ __ " __ ........ ___ Jl. ... 5.Q.9 mi .. l! . .! I :0 I I I I I I It() I I I I I I I ItU I Open spaces, lawns.,p~r~~.(~??~"~~~~~i.".,., ,. ...il -.·9:i~·a·c h. ;[. ??~<i" .j .. ' D<;.go.1!lp..<?s.~.~~~.g~ .. (~,~~.?)._" .... "., __ . _ ... ,.".. ....1 86.00 Ii . • , • p •• ' "'. _., "' N", __ • ::U::::."J .• U:Q"C:;:;.~_~ _____ .c:. _ •. "_.~,.,, 4;;!l __ ••• ,".","~_ .• __ ._a_~._.~-'~"",:-~~:"" '~:""'.: _, '.:--"::: ... .:,':':.' .. ::~:.! . Record Id: cb19 :~;~~:teiliod ··:--~l£~~~:·-!I~:~~:-~===---=jt .. ~tE4~~ ! I IAbstra~tion C0t:ff. , lI .. 'h • 9.~~O." .... " __ " ~~-;:;;----I--O.29 ac IDCIA ;1 0.19 ac [Pervious CN .[----98.00 .11?C_CN . ._.. ·J.:.,:·~~:q9. IPervious TC .1 ~:99 m.!,~ __ ... J~~_!~"''''''h''''_'_''''_'''''''''''' .,:/. .. 5:~2.~.~ .. , .' I . I I I 1 Pervious CN Calc •••••• _ '" ~ .... _." _._ ••• _ ., ._._. w __ • ."' .. ~ ,~, ·1 Directly Connected CN Calc. . : : f-~--open spaC:~~;!::~:t~7~;i~;~2)·.~.·-+§~~~al~:;=!:i • -, •• ~-., •• -,-~,,~ •• ~ ••••• ¥ " •••• ,.~"' ••• "'-....... "' ••• ".~ ... ~, •• " .. -.,-.,~ •••••• , •• ,. I :0 I I I I I I 10 I I I I I I I o I I Record Id: cb20 'I~~~.ig~ "lyI~.t~~.d . . '.: . _.J[·_·~"s~·U!!·" '·.~.lli~i~~~!I-i;;~-··-----·-'-"---· __ ~.~~.~-·lL~y.i? i.~-~ :J :rl~:.;;;;.;,y'..;;.:;.~. ;:;.;;; ..... =!."_.~_'--.:-....:..;.:=.-... =_ .. ,_= ... : I. ,._.~_q.:g2.~.~ .. ,_,_J I~.~~~~~g}~'_~c.!~~" __ . _. c __ ._",, __ .. __ . .J1 ... _.,._.4_~1:gg .. , ., .. 1 !pervious Area F -0.05 ~~-··l~~:lac~on _co~~.·~·~=1·:o~i~2 IPervious CN I 98.00 iDC CN .1 8?:.00 'Ip-er-v-io-u--s-T-C.-------T--s.oo min -fDC-;rCI 5.00 min r:---·-----===--==========pe=r=v=io=U=S =C=N==C=a=Ic=======::::::::============::::±::::==t I -------. De.scr~p~i(m .. . ..... "__~H't~_~~1\.r~~-1 Sub cn 1,-.:..:---,,--_I--,~:.....p_er_v:.....io_U-,s_su..::;t!:....:;~:.....ce::...;._ s..;.::;(p:.:....a:....:v..::...~m....:;_~~,n.:::...~s--',,"--ro..:.;.~:.....fs=.',e"--t::...~_)-'-. ~'. _= __ ;::::"_'.:.;,; __ .::::;_ :~I= __ .,=,Q;:;.;.,~9=?=_ll::;::...~ ~ .. j 98.00 , J. ~er",i5~~.S.~.{)!n.1??~}~~~ ~N (t.\l\ic;.,z L ____ .__ .. ___ ... ,._. ___ .. _ ... ,1 ... ~?:9~. _ ' ", •• >< ..... _._ •• ~ ~., __ '~"~"'.' •• " •• ~., ...... _. ·_"v. __ ~· __ " __ ·.. ._ ... _._.. . _._ .•.••• _ •.•.• _ ... ,. "' .• '_ .,.~._' . __ "~I Pervious TC Calc ' I ." ~ .... " • ~'" .... ,,_ " • .' I Descripti°ll ;1.i~~g!hn-·.;I'~!~e~:JL~~~~.~"~I:·.:M.i~.~~."J.. IT. .. '. I ·r-I -T-yp-e- . ,_J.. ".""-......... ... _ ....... , ...... _w, .... _ .... --_ •. _ •• M_:99_~i~ .... _..~ i ....... ?~~!<?~~.l'~w_. _ .. _ .... _w. ._. __ w_..... .. __ ._ ... __ 1 .?'.:QQ_~!1 ..... \ I .IFixed I, I' Directly Connected CN Calc , '.' ·· .. -.:·~~~~~i~i~~~ __ -._.~:-·: .. _~~~.~~~~~._.-.. ~~ ___ " _ .JI __ ~u_~~.re~~:.J[ _~~~'-~!!:_ .. } Open spaces, lawns,parks (>75% gr~ss) ... __ ,11 .. _ .. g:g.3.~~ .J ... ~.~.:QQ_ .. ;, DC Composited CN (AMC 2) I 86.00 Record Id: cb21 I ·0 .~ 1 I I 1 I I 10 I 1 I I I I I /' • (J I I: DesCriPti::rviOUS_C~~~~ 0_ 1 SUbAreal:~~:n ,------Impervious's~rtaces (pa~ements, ~ooi~,e~c) . . ~O.03-;~c..·-·-r-9-8.0-0·"':':'" I. . .. . .~ef\l~<?~~~()~.IJ~~i.~e~ C~,~:;~~?), .. :1 .. ?8~go. .... : ,. _. • •• 0 ••• ·" w" '," ',e __ ..... _, _.'~~ ... t_,.~._ ._." . ", .. :1 '. '''''' "... . ... '''''--'''P~~~iou~'TC''c'~i~''''''~'''''''''''~ ... ' .... ............. : , l·~;p~ ..... ,'" ·:~~~~~ipi~~~.:.~".JL· .. ~~~g~.~:' .... , [· __ ~i~~ .. .JI· __ ~~~i~. jr.ij~~~· . r" ... : .... "rT:.. '.' ., , . ,I!'!~~~ ....... :I ..... _ ............. _ ...... __ ....... _JI_ .... _. __ .. _ .. _ ..... __ . _____ . ... ........... " ... _ ........... "." .. =15.0Q~~.Tl .. _ ..... j; 1._....... ............. ~.e.~~~_~~ .. Tg ...... _ ..... _ .. _ ....... _ .. "_ ..... " .. ,, ........ " .. iI. 5:QQ .. ~!l.:w ,_., •. " . _ .•• , •.• .,~._ ~::c: •. ~'" •••• • •••.• ~" •. _._.~"Z! •... , .~,_ .• _. __ •... " ".~ ",' .v., .•. ,~ , .•... _ 1 .I . ., t Directly Connected eN Calc . '\1 ........................ " .. _ ............... _ ............ __ .......... .................... .. ..................... _ ........ "-.... .. ......... " ........................... , . ....._...... ... D.~~~~i~!i~.~... ....... ........ ...... . .... J[._ .... ~.uh..~.~~~ ... l. ~!!~~~ .... } .... 9p.eTlsJ~~~.~~.~!.~~~~!pa!~_sJ?-Z?,~J~r~ssL .. _. _._..JI,, ___ 2:9~.~~ .... __ .L ".~.?.:2Q ...... f .. I?~.~?'.J!.lE?~i!ed_.~_~ .(~M.g}) ........ ",_,, ___ ,,_ . _...t ... ~~:9Q,_", I Directly Connected TC Calc [TYpe I Description '1-Le~gth .. f Sl~p~ "'I'C~eff 1 :j ... , " . "," "'.,, ."~, Misc I TT [Fixed-I I r--·--·-... ----· .. ·-----·.:...----..::·--'·-· - Directly Connected Tc: ., .' 15.00 min .... _-1-·_·_--. I 5.00min .• , ... ,."'-..•..•.• ,,~ ...• ~~ ..... py-~"'-_.,' Record Id: cb22 ., Pervious CN Calc 1-'-Description '-'-'--'-"'----=--.:.... f..c...SubAr~a rS-';b~ r' . Impervious surfaces (pavements, ro'-o-fs-, e-t-c-)---r 0.01 ac 1.98.00 .\1 r----------P-e-rv-io·-u-s-C-o-m-p-os-it-e-d-C-N-(-A-M-C-2-) ---'-------·r9ioo - ... ' .. ' .-",,'-'" ,,-:',,::::" ',:":. ':: .. ' --. , Pervious TC Calc :1 _ L~~g~h,'J'~~I~e~_II;="''''''-''-~o-'-_ ~;;"';;;"~f--'r l\1iS~r TT 'I .." ... ,._.,", .... " .. I~:qoJ!1i~ ... I I .0 I I I I I I 10 I I 1 I I I I .' .IQ I Record Id: cb23 !Design Method . '1' ·····SB·UH--··"JR~i·.;f~Il···i;;e· '. ·lL·.··iypE·!·A· .. ·· IHyd I~t;-'-' . ----r 10:00 '~i~"" Ip~~·ki~·~ .. F~~t~r-' ;'1 48'4'~'OO .. , ., r .' .. . I ' .. 'IAbst~~~tion Coefr I . '0.20 ,. I IPervious Area ~OAO;;--IDCiA' . " .' .,' --' --'--'-"'rO.26 ac .. , IPer~ious CN ' r-' .·9iog ..... u:I~:~.G~: . "-' '·------"-'~I '86.00 IPervious Tci 5.00 minlD~ ~cI5.00 min Pervious CN Calc Pervious TC Calc ·!>~se.~ipt~.?~._.~f~o!.:~~~!i~~I.i!~~~jL.~~~~~~.· ·1 .... M,~~~.: .. : I~ ... ~ . , .. II.. .... I , , ',0" .: ••• l._._.._.~._"' .. _,._., .. "_.,q_,_ .•... ,' ' " ",,,. J?~Q.Q,~_I1 .... ' •. l Pervious Tcl 5.00 min ., . ~ . " . :~: .. ,: ~'.~ :.~,,:~: ... ~,: .. ~~':: '-_-_-.:--::..... _~.~~_:.--.. ::.:~:.:-:.:.: _ .. ':::::: '::.~::.~.::::.~:: .::' .~~ .~." .::"::-.~-.-; .. =::::.~::::-. ~.~.::~:' ~_.:= ... ~.:. :'.J Type 1 IFixed , I '1 I I DirectlY,Connected CN Calc D~s~r,i.p.ti~~-' .-.. ,.......... ........... : r:' SubArea " Sub en" I Open spaces, lawns,parks (>75% grass) 1 0.26 ac I 86.00 I ! ----,r------'--~ DC Composited CN (AMC 2) I 86.00 r~ !Type r Directly Connected TC Calc -'-r--D-e-sc-r-ip-ti-on-, .....;,.,-. ;1,-.:.....L...::.~e'-'-n~·~:....:t~= ...... ·::... .. I-·~lo.pelCoe'--'-~..:;,f·-'1-. -M-is-e-,I.. TT I~ixed .1 1 .... , ........ ~ .. , .......... ''' .... _ ....... "', ... .. . .. ...... 15.00 mi~ I , ' 1?~~~~.~!~_~.~I!.n~~t~~.!g. __ ... _._ .. "... , .,. I. 5.g0min .. Record Id: cb24 I I . .0 I I 1 I I I 10 I 1 I I I I I o I I /pervious Area-"-----I 0.16 ac /Pervious CN ---------1 98.00 [Pervious TC [ 5.00 min Pervious CN Calc .. T . ~ . '" ., 1 Description . .' .1 SubArea ,[ Sub cn " [ I~perYiOus surf~c~s(p~y~'~ent~:'~-;;;;r;:ctc)';~'-~'-='r ·(;.i6a~·" . ~1··98.00 ,----'-----. Per"ious C?mpos~t~d C~ (~~c; 2) .... _ .. _ .... '" ." .1 .. ?~:9q .. ' I . :[TY.P;-I [Fixed 1 r o " I I I I ... ~~ •• ~¥ .,., ••••••• _ ... ,\ _ •• _w .......... ____ •••• _. ~ •• -._ • ~_ ••• Pervious TC Calc . : P.~~~~~P~~~; .. ~ .. fL·~~;~~_~~· :·O![~i~p~ .. ,[i ·.:'f.~;!i~l[_Mi~:~.jC~ '.:'~ .. "~ii.'_" .... j ! ...... __ .)1 .. -...... -...... _.. ,--,........ ........ . ............. --.-•.. ---.~.-.... " .... ~II? :.QQ .. ~.~.....~.; i . Pervious TC .\ 5.00 min ,I ". _~ ... ;. :~:~~: ::".~~::':.:::::'-.=~':' :::~::,::::.~.~ ::,::.::' .-,:~.: ::'.::::~ ... =:_::.::,~:-,::::~:::'~ .. :::'~:-~:::::::-"~,::-'~~~',:,:"~~=::.:. J _:::~:::=:::. .~~=.:::'=''::' .. :~:J ..... -. Di";~~'tl;'C~~~~~t;dCNC~I~-"-.... ............. . ...... -...... -. .. '! De~c~ipti~~"'" ..... ... ............... , .... -.. ·:"r··.~S~.~~ .. ~~~:-.. T·~i~~~~~.:~ l : Open spaces, Jawns,parks (>75%J?;rass) ... :1.g..}l ,ac..:I .. ~~ .. 99 .. ;i DC Composited CN (AMc; 2). ~r 86.00 Record Id: cb27 [r ---_ ....... , ........... " .. ······'Ii Pervious CN Calc ,\ Description SubArea ,I Sub cn r·---Im-pe-r-Yi-o-us-s-urf-ac-'-es-(-p'-av-e-m-e-nt-s,-r-oo-f-s,'--e-tc";"") -. ---'-0.03 ac 1 98.00 r--Pervi()ll~.C:(}m.po~ited CN (A.N.i.C}) '. , .. _" ·1 .. ~S.:.o,9._ .. -.. -.-..... --.~" "',---""-." .... " .. ~ ... ~. -.. -~ y".-.•.. ---.~" ... I :0 I I I I I I I <[) I I I I I I I IlL) I Record Id: cb28 .'De~ign ~ethod . J' ·S~~~.·:.,,~a~~!~i.~ii..!rp~:.:.~:·: .·.:-~:~·.~~.~~·."._:~·][j~~~iA·~:·.J [Hydlntvl 10:9Q._~r.t .J~~~king ~!lctor _____ ._ .... '' JI ..... _ .. 48~.OQ _.1 ~rViOUS Area ioj2-~~--::l~~~a~:~~~~=~~ _-~Ju_'9~~~:c~j IPervious CN I 98.00IDCC~ . J .. _~§':~9 __ .. : ~vious TC I 5.00 min IDC TC 1 .. ?:~9 .. I?!!1 ... ; f-== -Des:riPIi::rvious CN Calc . S~b~~ .... s~:~~' I .. .. ... I. .'1 ~~. __ !.mpervious s~rfaces (paveIl1eIlts, fO()!S, .. et.c).. 1. 0.22 aC'J 98.00' II Pervious Comp~s.it~d C~5~:-tI~~2? . "'" . ..: : ..... : ..•. _:1. _~8.~?~ ... r I Pervious TC Calc ITWe"-r--Iks~ti~--r-~gthl Slope r C~eff ·[~C·TT .j IFixed \ I... ..:-.. ~-.... .. .... : .. _ .. ~.~ ~. ___ ..... :-___ : ... ~ ... ~~_.:_ .. ·I~~9Q~~~_," ... ··"_; t I ...... ~~_ry~~"-~.!~..... _ .... __ ~ .___ __ .... _ .. ,, __ J_._ .. ?gQ~~. __ .j .~-.. ----~ .-I' Directly Connected 'eN C~lc' ----'-"-"" ----... ..... ,,' m"" ---': I 10 I .. - I I I I I I 10 I 1 1 I I I I Ie) I Record Id: cb29 !Design Method .... ·"sB'~~'~·' __ .. J~;~'~!a!I't~;~_~~~.'-' .'--.~"_~-JL·~_i!ii!~:~ . .1 jiIyd Intv '.' . [J2:0Q .. ~,~,~" _.J~ea~il!lLF.act~,~ .,_._.JI ..... 4~~~QQ_._. J '-. -. ------. -... 1 ..... ,_.,_,, __ . ____ .. ~[!~.~!!~~_~~!t ___ Jt 0.20. J IPervious Area.L., 2:1.,2 ~~ ... :[!JCIA . =oJL 0.12 a~ IP~rvious CN , ·1 ..... , ... ~~:.QQ, .... JI~~.f~L._. _____ · _. ___ ._~I. _. 86.0U IPervious TC I 5.00 min, " !II>..~}'~._..... . .. ____ "" '''' __ '_ ]1... ?OO mi~. i I! ._ ... __ .. __ ~ . ___ .... __ ...... __ .. __________ ' __ ._ p~!.~~~s -eN c~ic ....... "'.-....... -.-.... . -.. --._ j! i: Description I . 'SubA~~~" . T 'Sub cn .: F_---I;;;Pe~~i~.;-s~-;;;:~~~ents, roofs, etc) ____I. 0, 19 ~cj _ 9~.O()__ i I . . Pervious. C:~l11I?o~L~=~: S~:·~~~·S:}l·~::.:· .. :;~~::::.:.:~.~::.::::~::;::::::.}L.?~~?~:. ::J [ Typ~ I Description I. L:':;!O~t~~~l~[~;~-Jl~~i=~~==i I IIFixed II. .. " . "'. , ................. , .. _ .J.?gQ.~_n_, .. _ .. j i I!. Pervi.?'1.~. T~. ." ._ .................... , ...... J".~:9g .. !!l:i.~...,j '--" ----._-. . .. ~' ::: .... :.:.";;' .;'.:: . ': .::: :~;:; :::::;,:.;:: ;::,:::.~ :::: :;:::::::::'::=::':::.::::,-::':': ::'~: .:':::;;:: '.:~':':::,:', :::. ::.:.... ..:~::: . I Directly Connected eN Calc i! . .... ..' ---, .. _-....... --...... , ....... _ .. -... ,-----,-.. --------... -----... -------.. -... ~ I I ... , .. J?~s.~!~~.t~~~ ........ _ .. ,.. ... _ ...... _ " ___ ' _ lL Sub~.r~_.J,......§~_c:~j I I" Open spac~s,,1 .. a.~.~,~~p.~~~~ .. ~~7.5_~ ~a~sL... jL_O.12.ac __ ~I. 86.0Q,_ )1 .1 . 1?~ _<::~~p?~i_t~~_C!'! (~M<; 2) __ j 86.00 -1 i ~ ........ -.... c~i~~~~;o~~~~~~t_.tI~~ .. I"_:__~=~·-:_:~== __ J . r---Typ;--r---n-escription r Length I Slope ,I. Co~fL { ~isc il .. , .. ~!._,. _ ..... : i I [Fixed-"'I~' ---'-'---1 . . .... ... . 15 .. ~~ f!1~.~.. : i I r----·-..... -.. ----.. -.... -·--·-.. ". . .: I: I,.. Di~e~tI~.Conne3.~e? IS, .. :::." .... ::,.::: .. ::::::.::~::::: .. : .. :I:--:~:~ .. :-q8~i~ .,1: Record Id: cb3 I I o I "~ I I I I I I Ie) I I I I I I I I r. '. ';"_J) II IDesign Method .. , .. 'j . __ . __ ~B~~·" ._:'j[~~!~~~~~P~=~~~-=~=~=~·._~i~Jj~J rHyd Intv---, .... _ ... ,.I, .. _ .... !O·90 .. ~!l. __ J[~~!~!!lJ~_~~~tor._,_. _.""_JL_ ..... ~!t!:,QQ." .... ..J , r--.. -.' ._. . .... _ ... _J[" _ "J.Abstractiol!. Coeff ___ JL 0.20_. ..J ~iousArea .. , . . ..J .. ",._.2:..94 ac... JI~~IA_.___ .. _._ JI ___ ... Q~~£.._.J [pervious CN.. ,... ..' L._ .. _.?§":QQ._ ... ,.j!?!L~~ __ .. "_._,, __________ ~_.: .. __ JL" .. " ... _8~.qO .. _"_J IPervious TC --'---.-. L ... ?.:QQ_!!l.i'! ___ JQ~_!~,_".,, __ ... _' ______ JI. __ ~_~~ . ..J r=-' ... -........ '''-P~;;i~~~--CN-C~lc -...... -..... .. "..... :1 I r---"--.. -.-.............. -......... " ........ w .• '_ ... _ •• u" ..... _. ., • ______ .. __ .... ----....... -• ....J i . ! DescriJlti~n . ...... . _ . ". ~ ... .JI._ ~ubAr.e~., L ~ub._,:~ j I r'---=-~pervious surfaces (paveme.nts, ro()~~, e!~t. . ..... .J ... Q·_Qi.~.~. _ ... 1'--__ ~~:.QQ ,,; I 11 Pervio~s COJJ1po~ited C:~Jt'\~~.~) ... n.''' .... " .............. J .... ~~~,:9'O .... ,~ i I ____ ~· _____ ,,_N.N -~ . . .•. • ~., " .. " ~ .. 'e.'~ ~.'" .~ .•..... P •. _.~ .,,_ m ........... '",",.-. e,.,.~. "'~ .. _ ........•. '~ .... ~ •. _ ,.' __ ._. . ...•.. ""' . I i~ ... -.......--. -.----.... -Pervio~'~ TC' C;'l~""" ....... "-" .. ,,.... ...... """" . II-Typ;-~ID~-sc-n-·p--ti-on·--,lr-. --'L.,;.:.;~.c..::.ng--'t--'~.--'I S.l~~e·" 1 .. ~~efr~·;L.~!~~.J ...... TT . ": lFixed I ·~ervious TC----------t~<i;;;;;-:I " . ' ... ".:::.:~.:.:._.: ... :~~:: ... :;;' _'.;:;'~:':': --:".:.:-' __ ... _. --,::-.:::---:: '.:'" .. ' -... ·-·-:-~l ...... _. ---......... " ... " .. --.--". . • .-..... " . .",-. '1 .1· Directly Connected CN Calc." .. _ j I ~m~;;~~~O~ ~_~:=-_ -_~ . ...J[. SU~A-"';;~]::::~b.£:D. J, Open space~,.~a :W1l~'E~"k.~ \?.?.? % J~!~~sl_ .. _ ... ___ JL._....9:Q~_~_" .... : L._ 8~9.Q ..... j ! Record Id: cb32 I ·0,,.,, I ~, I I I I I I I (~) I I I I I I I ( ) I ,~-~> I I Directly Connected TC Calc i I Type I'" -D~s~rip~i~~-··-~]·-"~~~~]rs.~JfS-;;!i~jlu~!~~. jC~ . ___ ~~ . :.~_J t IFT;~'I .' L ........ n ." •••• __ ., __ ...... ". ____ • __ ••• _. __ • __ .... __ ._j5·90_~~. _~ j II ' Directly C<;mnected T.C. _ ,2.:,. ," ""'_" '" '. ",.:L .... ~~?:~~n., _. Record Id: cb33 I ·0 I "~ I I I ~_._~ __ ~ •• u. ,'_~_._ ... ~ ,,~~_~_ ...... _~.,,~_.... ~., ___ ~._~ ._ , ' .. ' "" . -.. " __ •. _. __ .u. __ u ___ ._ Directly Coimected CN Calc q".u ". "'''P~~~.~:~P!!~~~:~·~-~~,''~~.-_~-'~ __ ~-~_~-·':~.~-'''',-'~JL_:-~;iA~~~ -. ![,,"~,~_~,.~~,_. ! ()p~"ns.pac~~, la_w~~,par~s (>75_0/0. grassL., .. ~_ ,., \L ___ O.~2" ac j_~6.:9q ____ !: I I.. "" .. __ ."''' ______ ,, .. ,,_ Directly Connected TC Calc if r Type .1, _~<:~~,r!p!io!!,,_ JL -Lengt!t Jl ,§i~pe Jr C~~ff JI. Mi"sc JI _. ,T_~=~j! ,IFixed I "". __ ..... JL_. __ , __ .. ____ .. __ . __ ... ______ ~._ .. _ __ _ "' '[5~QO ITIi!!,, ___ . Ji I. Directly C<:>.nnected T.C:: ' .:.,:.::~.~:~-.. : .. :=-:::.::=::=l.C:~:,,~:g?~,~.,::.)j I Record Id: cb34 I I I (~) I I I 'I rr . . ...... ~ .. _. ~--.-... -.. ~-. ".--.. ,~-.... " ·~···~,.··~,,·._v· ~-.... ~-.".-,.-.~ .-........... " .. ,.-' .. ,"" ~--.. ~ ".,' -.. ,.,. I I i i Directly Connected CN Calc F~~s, ~:~;~:::: -(> 75~:-grass) ---:f S~:6~:; 1s.:6~~n . , I ." .:~~.~~~~gi~t:~~~~.~:~(~.~~:.~?_:~~:_, :-~::~"""~~-':_.-,,.,,'_, .. :j:::j~.9.f ,:jJI I '~"_~~"'_'~'_~_'_' __ ~ __ '''_'~'_~'~'' __ ~_'-' __ '''''''_~ ____ ... ___ • . ~ ... _, •..• ~ •• _. _0"-". __ . ___ "" .. ~ __ ~_~ •... ~.~ .... _~'_ .. __ '~! Directly Connected TC Calc ; i .. '. __ ,_, .. ·.~~~_·_M.· __ ~_. ___ ·._·~. ______ ~ ... " .. ___ .~ ___ " _... __ ._ . ___ .... __ ....... _.~ .. ".,._~ .... , .... ~., __ ._""._ ,··· ... ··-,·1 D~~C:~i~!!~_I1. ___ ,Jt . ~,~ngt~ .t, S!op«:JI ~oef!_" IL ~s_c Jt " ~ TT, ____ J I I ( ) '---~ " ':; .. ::-~,;,:,:::.:)1-,::::::::::::::::::-~_"_.::. c, ~:':::.-,.,_c''''::::.· ..... _ ---::::""-:::. '''... _.::::: ... _::::~~.l~:2.~,~_n.=~ :.::::lJ I I In I ',.j I I I I I I It() I I I I I I I I (,U I Record Id: cb35 jDesign ~~!~Od -,=.==1 SBUH !Rainfall type TYPEIA lOyd lntv I 10.00 ~i~' ' .. : ~~~~Jt~~<:!~~ """" "" ", .,1-.. ~~~ ! :!Abstraction Coeff\ . 0.20 : !!r-':-,-::~:~:-:-.-:-:;'--~~,-,-~-e~~~~~-=':"":':':-;.·.;i.::~::~.ji~ft;;~-~~~~~~~jE~~~~"J ..... " .""" ...... -' --.. . ,.--"".' . .. ......... _ ... -..... --.... , ........................ _'. "-1 ," . "'" ,. ,," ... _~ .... .!~e.r!!~~~.~ .. ~ .. C~!~, .... _. ................... ., .. .: __ ,. ... _..... .......... .. ..... ".1 .' .. '._, ,,,!?~~_rip_~Jo!! ........... _ .. ~ .... . .. _____ . _. 1 Sub~!~~ J[ ... ~ub.~!! j i I~pervi 0llS ~ur!.~~~~Jp~ .. ~~~~~!.~~ .. ~~~!s!..~~J .... _ .......... _.;I. .. _ ... ~ .2~_~~._.~.I1._ ..... ~.~:Q2.j ! I I hype! DescriPti~n-"" Im~~~~o~l~~,;, :,,-'.!=,-.;I"-"C~~ff-r-~-"/~~"--~-"j! I ., ,~~s~ .. I ..... , .!',!.. .... ..i: rFi~----·I-·--.......... -.... -----r--·15.00 min I! .---. Pervious TC , ' .: f ~.OO ·ITI~n.,'~ '.: " . --"~ ',. -"',". . , ,.' . _ ... ' .• " n·. i I DirectlyCo~I.l~c~e.~<;~~al.~ . ..' I , Desc~iJlti~-". '.' ". ,,, ... ",., , ........ _.1 ... ~!l~~~~~, .. :I.~~~5,~ ",' " , r----Op~n spaces, l~wns,park~ J>75% ]~~~s.L_ ...... __ .. J, ... 2) .. ~,~~., .. 1 ..... ~'§:9.0 ..... :: I, DC Compos~ted C~ JAMS 2) .. ,:::,;, ... , ' .... _ ... ". , •• 1 . .:}:?:R?":::':Jl " ... __ . __ .,~.". ~, .. , .... '~H._·., _< • ·,··" .... • ••• 'e .. ~.· .• " ,-.. -I I' Direc,t~rCo~n~~~~~.T.~ .. ~~~.~.,_ ........... ' ... .. _ ... ____ ,~; r::e 1..-1 _De_scriPtiO:ir)~I;;::~~~;~O=~j~_:T_"~ll=~~:h[21Lj Record Id: cb36 I I .0 I I I I I I I() I I I I I I I I (0 I 1. I r I r-- '1 Type [Fixed I _ .... _ ... ,."._ "" ... _ ..... _ .... __ . __ ... _ .. P~r_~~~.)Us C~ C~1c _. _ _ __ .. _. ____ .... __ ._. ____ .... : i . ... ........ ..... ... . ..... Q~~ril'!i()ll .. _ ... _ .. __ ~---. __ L§ubA!O" Jr-Su. ... cnj I I~p~rvi?u.~s~r!a.c~~{~.~v~~~~t.S.~E~?.~~~_~!~l.. __ .... __ JI __ ~ .. :?.:! .. ~~ .. _ .... jt_ .. ~.~:OQ .. ,J , ...... Pe~~io~~.~o~p,<?~i!~~,g_~~(t\~~ ?t. , __ . ___ , _' .. ___ ~. __ .:JI,,_, .. 2~:Q!L. !' Pervious TC Calc ,--:---'-_...:.:........:....;,. .. -'-----'. • . .. ..." __ .__ "_'" .".". ___ "" __ "" ___ .. _ .... __ """'''''_''_'''' _ ..... _ .. __ .. 1 I Length.:1 Sl~p,~ !L"~~.~!f"JI .. M~.~_l,,,._ .. !I __ ,.,,,,, .. l Description r ... ,." .J5:QQ ~.~:" u.J, Pervious TC , . . , .. L _,?'~9q~~ . ! fr I Directly CO.f1ne~ted CN Ca~~ r---------D-es-c-ri-.p-t-io-. n'-.. -.l,S~.b~r.ea. J ,.~,!~cl,l t Open spaces, lawns,parks (>75% ~.rassL ".' ..:I .... _,q .. ~6 a~ .. '. '1 .. ,,~:Q.9 __ ,j I, DCColl1posi~e~,C:~(~.~.c;.?,)" .. "._ .. ",._.""'" _ ... __ " .... jl_ ..... ~~:Q9,_ .. j ,.. ,,,"~'., _ •• " ,. •• 'v.", • ,." •• , ••• ,.w .... _ ,~ __ e_, _ ,." ._ ~.~.~.,.,~_ ••••• ~., _ .. "._~.~~ "~ •• ' c« .• ~.~'''''."'._ .~ •.. ,." • . " •• ~ .•. ",,"_ ~ ••• "."., <, .••.•• _ .•..• _~ •.••• ¥ •••• __ ." ••• _'"~ ___ ,_.~,_,." •• ~w •• , •• ~,.~~._~_,,_~,_ ..... ~.~ ... . I . . ll.ir~~!ly~~!1I!~£,!~~}:·~ _~~~_, ___ ... _______ ..... __ .... .. .... _________ ......... , :1 Typ~ .Ir--'--D-es-'-cr-'-ip-'-t'--i~-.. ~-'--... _'-'-:, J .. ~.~~.g!~ .. ~L.~.I.~_p.~.JL,~~~!~jL".M,~s..~ .il. ....... !!: ....... i IFixed II :15.00 min : .• .,' _ . ~ . . " _.~ .• -.. ~ ..... _.,~ ''' •• _ ... ~ ..... __ , •• _ ....... _ .• w.~, ••. ~~._.,.... ~, , .• _, _ ... ' ....... *'.~_~ ..... _ .• ¥ ...... _ ._ ·_.w .. _.! I .. Di~ect~x<=.on.~~:~~~ .!~ ............... , ..... _ ... m •• " ........... _ .. _... ..... ' 1._ ... 5 ·~2.~~_._..J Record Id: cb37 .' ~ . '.' -. .-'" ..... _. -~ .. . . .. -. -.~. , ,. _. -,. -.. _. _ ..... --..... -... -. IDesign Method I SBUH IRainfall type . !I!~~.l~ .. ,,' fHyd'In~-'-""'-'---'----i 10.00 min [l>eaking FactorJ 484.00 1------·--·------1 '--IAbstraction Co~ff I 0.20 ~~vious ~re~~=J-' 0.04 ac I~~I~ .' \'. 0.02 ac IPervious CN r--98.00 IDC CN . .:1 86.00 !Pervious TC .1' 5.00 ~in'!~~~~-'-"-'_-': : ..... :. .. :~ .. , .. J ... ~~9.;i~.:~ ... "' •. _ ..•.•• ~ .• -..... -.---•. -•. ~--" .••..... '-'" ._····~··· .. ,,· .. _··w_'"'~ .. •·•····. __ .~.·.·· --.-... ,~~. _'.':1 Pervious CN Calc . i I r-----'------'----''------'-D-e-s-c-ri-pt-io-n-'-. '--'---'-...::.:::..:;...:..:...~.,__=_ ... "c::... ='''''::''. ·.':Li--"-.... --'~u=_ b= .... A-" ... r"-... ~=~:c.c.:..;.~·J[:·~~~~·'~.~:·,.· I Impervious su.rfaces (pav~lTIe_nt?,. ~<:>~fs.,_e~ct _ .......... 1. ... g:O~. a~ ... J _ .... ~~:.Qo. .. . I .~.~r~i~u.~_~?~.p??i~~~.~.~_S ~~_.~l._ .. _. __ ,..,~ ...... " ............... ; _"'.JL .... _?~:~9 __ ,..J I ·0 1 1 1 1 1 I 1 10 1 1 1 I 1 1 I ..... (() 1 . 1 " ." . ~ .. ~-......... ~-.... -.•.... -.~--.-.-.---.. -.. ~ -~ '._---• • " 'v',," • '. , " " 'H'"''''~.~' ... ~¥ __ .~ •• __ _._._._ :1 . . ' Pervious TC Calc t :1 .. Type Descd~ti~~ ··-"·][·_~;;g~~·---l~·~i~~~=~~'.~~~-~~:],~~~~£~T.·~_~~-~!!-~_~.~~'_j , !Fixed :I " .. "._ ....... J?:2Q~.~.,__,: I Pervious TC .. __ .... J.?:gQ~in .. 0 ! ... . .Di~e~~ly .<::0l1nec!e~.c;~~~lc. __ .. ,. ......... ' ......... ". I Des~~i .. p~!~_n .. _ .......... _ ..... _ ._ ..... L .s~~.Ar:~~.J·~,:,~.~n .. ' ,I---"-___ O_p_en. spaces,Iawns,pa!ks(?75%.gra~s).,.,. .. _ .... :1. ... 0.:92. ~.C'd J .. 8.?:.Og :'1 I DC.Composite.d.CN (AM~ .2~. ,.....p .L.8~:.o9. ""'" -" .. " ... '._. _. . ~. ,"._ '~_'''~'''' .. '''' ''''''''_''_ .' ._0< .. __ .... _ ...• _ .. , .. ____ ,,,.c.·.·· ! J)irectly Connected TC C~lc ... 1 i 'I. Typ~ rJ)escrip.t~.~~_.·_._;[~L_~~~~~::~ .. L. Sl~pe '~I~_~~:~.i.~jr-~~~~·],~~~:~!~·.: ... · .... _:: ,il~ix~~ ... '1 ... , .... " ,_jL __ ._._ .. ,:~ ... ", ......... : ......... _ .... _., ... " .. __ ' ..... __ ""'" ._,_ .. J.~'O~'~'~'"_'_''' j: '. L ." __ ... __ ....... _", .... ,. }?i~~.ctI.Y C0!.ln~~t~d TC .. _ ... _ .. ". ." !L~. ~·Q9~n .. ". :: Record Id: cb38 '" "' ... " • __ • 4'_~' .. , ~ • , ." •••• " •• y ..... '"'-~.,. _,_'< '_"'~' .. " ._ ...... -..~_._._. ___ .•. ,._. __ .. ___ ....... __ ._.J ..... __ .~ __ .. ~, . IDesign Method ! SBUH 1~a.in~~"I~ !y~~. __ ... JL TYPE1A l .. _ .... ____ ...... ,,_." .1 ...... .. .~ .. ,,-~ ....... -.... " I 10.00 min !~~~kin,g 1!a~.to~ :11. 484.00 ~ "", •• (. ,.".,.,_,,",,~. -• o. \Hyd Intv .. .. .... ' " r-jAbstraction Coeff J 0.20 r---"--'-'-'-- I .. . ••• p ~, •• ... .. -.. " .. IPervious Area IPervious CN I r 0.21 ac 98.00 I~CI~: ... " IDC CN ;f. 0.14 ac , .. ~ , , .... ." 1 86.00 I 5.00 mm !De TC I 5.00 min .... . , " ," ....... , !Pervious TC Pervious.CN Calc I .-'--_____ -'--__ D",.;",e.::..~c",.;",r=ip=.~...:::iC?:.:.;.~";.; .. ,, -'--_ ... J:~.~~~.~.r.~~.] ~.~~,c~. , I' Impervious slJrfac~s. (p.~v.~I?~~t~~ roofs: .. ~t~) ... '.n. ,, __ .;L ... Q.~.1,,~.~.. iI. .. ~~·.Q9 .. ! I Pe~y.i()lJ.~ .. ,c;~~£?~i,t~~ .. c;:,~,(~~~.?l .. , ...... " ___ . __ .... ".d.. . jl.?,,~:0.9. ;: I I Type I IFixed\ I . .' ..... .. ..~.~.~!!ous ~C.C;:~.I~ .' ............. ; ......... "" .... ___ ..._ .. " ........ " : Descrip!ioll .... ' J d •••• ~"e_~K!~ .. ' .1 .. ~~.~P~ ... t.,,~.«?e..~_J ~sc,~L ........ !.! .. "., .. 1 ... " ... . .. J \ ,. .. ___ . ......... .. . .... , .."... ......,,,.,_.,,._.,,, ___ .. _,,._..J~:Qg .. ~_~ ... "" .... ; Pervious TC il 5.00 min ! .• '_'_~'_"N' ... ___ •• ___ '_""'.'_' . _.' _._ ..... __ ..... _ ... ___ ..... _'"" •....• _. __ •• _,_,. ___ "~. __ ... ___ .~.,i ••. _ ~_. __ .,,, __ .. <_ .. ..,.~~ .... ~. __ • __ • .. ___ ••.•.•• __ .-' _ ...... __ w·. ___ ''-_ •.. ,._ •.•••• ~_ •• _ •.•• _ .. _._. • •• _._ •••• r~".' ,_ •• , _~_ .•• _., ~ .... "~ __ ~ ... _ .... ,.,_._ "._ .• "~_ '5' ... .. . . ., ............. ,. ........ :' ...... " .............. .,., ........ " ... ., .. --........ .,., .................. -...... "". ,." .. "............ ....... -.'._ .. .,., .......... ",.._ .. " ... --"'''''''-'\.;111 ! Directly Connected CN Calc I! I Descriptio~"'" ., .... "" .. ": .. ,·J .... ~~bA.~~~-~ .. f··~~~~~".-~i: I Ooen soaces. lawns.oarks.(;::?5'%-Q'rass) .' 1 0.14 ac 'I 86.00 .• .. . ~ '. I ·0 I .- I I 1 I I I 10 I I I I I I I ,', o I I It... .'. :: ....... :.~~: .. , .. : .. ::. H~<.s.~T:p,ii~f~~~E3~~,¢.j.i,,~~.:.~ ... ~:~~_·~':::.... .. .... . ...... C,:··~:~·.9? J ••• ~.,_~,. " ........ , _TO ••• ___ •• " ,._ ••• _~. _,"_ •• <., '.~. _~.~'_'~. __ .'~'" _ .• ___ ". ___ ._" .• __ .•.... _. _, . . 'I Directly Connected TC Calc , I Typ-;-I Descri~tion "ii' i~'~~th"!tsi~p~'jrC~~ii' rMi;·'-I·~"-TT .. ~ ~-[ . ......, ',., " .... :.:..Jt~.::'''~··.· ... _ ... _ .. _~=~.'__ :~,_. :.", .. ' .. ' .......... ',. 15:.~0. ~in:. .. ~. L " . .."...... , ... _"."P'i~.<?~tly ,,<;.?~~~c!e~}C. __ . ... .,., " __ "" ..... , ........ ... .1. ?~9~I!1i.n Record Id: cb4 IDesign Method .. ,-'-' -' I'" "SBOO""'" ;l~~·i~f;il·-~~~~--~' .. ·~··~-=--· -" -}' TYPE 1 A IHyd Intv I 10,00 min IPeaking Factor'. .1 484.00 r-.---------I It\~st~~c.t.~on ~C?~ff. I 0.20 .!r-~-::.....:.:-::-:-: ~-~-'-e-a---'----'--! •. 50~~::-!:r~f_--_-.:~O:l:~n I Pervious CN Calc ,----·------D-'-e-s-cr-ip'-t'-'-ion . !SubArea i'&ili~~- I Impervious surfaces (~a;e~~nt;, ro~f~, ~tc)' '." II" '0.03 ac·. :I 98.00 ·1 . .... ~~~v.i~~~.~.~~,,~~'i.!~~.~~.,,~~_~~~i.:~~_·:.~~~:~.· ......... :.~ ...... J. 9~.Oq:·. 'I I Type IFixed'" . I Pervious TC Calc _ .• -..." .• , ..... ,_ ...... _ •.. _~ ___ ~ __ ,~."._~~ ~._~ __ ~.~_"' .. "_.N __ ." ___ .~_~h,_. ___ ~ .. ~ .•...• _.,~ •. ~. . ~~ ... N·· ... _.. ~. .... .,' I .D~S~~!etl.!>~. __ Jt __ ~~!l~!~_ .. ..JI .. §!~e.e .. ..JI _~ ... ~,~.JL ,~!~~ . .-:t,. __ . ~T , .. :: I. . ... j~;;;;~~!~-::::--_--... J5.0;;:;n .... ! II _________________ D_i~·;e~ .. ~~tl~;·~C~~~~~~~~·~=~~'~~~C~.~=~· .. ~C~~I~:~~'~r-~··'~~~~r~~~1 r Description ;1 SubArea .1 r----·· Open spaces, lawns,parks.(>75%~r.~ss) ... •.. J ,' •. 0'.0.1 ~c . I Sub en 86.00 ,. j DC C~1TIposite.d~N.~~.~C.})._... ..... ..... I. 8?00 ,-J r--' Directly Connected~C Calc ITYP;~ !Description I Length I Slope ·r'-I -C'--oe-ff-IMisc -i TT ,r-. . "'" .' ... . 15:90 mi~ IFixed I .... Pi~~c~IY..~.0!l,~~~~~~}'.~_ ..... " .... _ ... d................. .. .1 .. ?o,O.min .. " Record Id: cb44 I ·0 I I I I I I I 10 1 I I I 1 I ·0 I I ", '"" ~"M" ,... ,~, ." ••• ,~. _._ •• C ••• " .... ".~, •• " .~"_ •• _." •• ,~,.~_", __ • ~.~_,,~.' <" '" _".. • ,., • .,., .1 . Pervious TC Calc 1 Type I .. ' J)~~erip:ti~~.·!r·:~~ig~~.-:·![~~j~.p'~~JI.·~~eir .I Mise 1 TT IFixe~1 ...... '"'' _ ..................... ..11.. ...... _ ......... __ ._ .. " .. _"'" .... _ ... " ... _ ...... .' . V" •• :[?_:qQ.~'!. ....... ; I .. ....... ' ,.' .... _:::::,::.~.:;:: '::~-::~.: : . .::::r~~~~~:~Ig::::-·:-·:::-.:. .. · ::::::." :.'~,,:::.::"::.:',,:~: :.: .... :.:~ .. : I.::..::?..:g~:~-:~~:: ::.l Record Id: cb45 --------------~--~~~~ .. ~ .. = ... ~.~ .... ="~ .. ~~~~--~,~~~~~ [Design Method j SBUH IRainfall type I TYPEIA [Hyd--in~'-----r 10.00 min fPe;kt;gF;ct.;;---------·--1 484.00 ,--.-.. ---------r--. 'IAbstra~tion Coeff ·---.-Ir -'-'-·· -, ---'0"-.2-'-0--'-- rp;;~i~;;;Area .1. 0.07 ac ...... I~~I.~: ....... ,. -'. __ O-,-,-._OO-,-a_c __ IPervious CNI 98.00 :Inc CN . .r 0.00 IPervious TC I . ?OO :rnin ' .I~~.i~·. . I'---o-.-"-OO-'-m-'--in- Pervious CN Calc 1 I p'~~e~~.e.~~().I1 .... _.. .... ",.. I SubAreaj Sub en . Impervious s.~t!a~~~Jp~~~l!l~~t.~! .. ~~?!~~.~~~L. I .. O.O.1~c:J ·'9.8.0q . ... _. . ... ..._~.~~\'i?~~S~~p~~~.~e~ .. ~~'"(A.:M.g,_?) .. _ .' ......... " ... . . ... ..........j .... ?,~:~~ '. :1 Type 'I IFixed I I Pervious TC Calc . __ , .... -. '.~." ~, .. ,.,,~._ .. ,_ ..... _ ",_ " .. ,".~_.-.~.~~ ... '" ~.~_ ... ,.~, __ ~. ____ .. _ •. ,~ ........ " .. N_~_""_.""'"'' ~ , __ ",,,."_' _;_ ................. ". __ " :D.~~r.!p.~i~~ ... _...IL.~c:!!~tI~ ...It ~!~pe JI .. __ ~~~!f .. .JLMi.~_~ !I .. ". __ .I! . ;1 '. 15.00 min ..................................... : .................................... ' ............ t ....... " .• " ........ '" . Pervious ~~ ...15.90mi~ .. I ·0 I 1 I I I I I 10 I I I I I I ·u I .' I Record Id: cb46 . •.• . . • . ,. .• ," . _, "_.,, ,,~+ •. ....... " H« IDesign Method . I .... ~13!!.R ..... ' ~f!l!l ~y.p.e .......................... il .. !:~~.1.1\ .... . I~Y~. In~v.. ._. _ .. ~J .... ~.2:9q.~.~~,. .. :I~.~~~i,..~.~~~t?r. ............... ;_ ..... ~ .... l ...... ±~tQQ ..... ,.! 1... . . ..... 1..... ........ "..... i~~~~~~!.i.~~.~~~f!: ....... _ .. _._. 11. ..... _2=-29. .... _J I!'~_~~.i~"-.~:\.~~ad .... :L .. 2:.!~~~ ....... J!l..~.!~ ... __ .. . ..... _: ... _ ................. _ .... J_ .. Q:QQ.~~ ........ .1 IPervious CN . .. '. "l ... ~~.:QQ .. H • ., ilp~. ~l'g... . ... ... : ............. _ ..... J ........ ,o:Q.2..! IPervious ,!,C .' .'. ' . .,I. ..... ?:'OQ .. ~!~_ ..... ~IQ.~ . .!.~ .... _._ ............. _____ .. __ ....... Jl_ .. 9.:9_Q ~i..~ ... __ ~ ., 1 Pervious CN Calc I ': •.•.•. ~~~~i.~ .. ~.i~~·~·.~.·:_.~· ... ·~·:··~~ •. ·.-.• ::·.-~· •. ·_:. ·._-_._:.'::.II~_·:~.~~~;~···JL.~~-~~:.~~.~J Impervious s~rf~~~s <£a~e.~~.Ilt.~,.rl?0fs.' .. ~!~ t.. . ..... _J .. __ O.:.!.~~~ ...... .II ... 2~.:q_Q_ .. J Pervious Composited CN (AMC 2)· il 98.00 i . ..' ." " • .. .............. " ..... __ • • .......... l .... _ .... _ ............... 1 ,-. . .. " '.-_. . ....... ~ .. ~" ... -.-"''''' -.',.-~-.'.' "-... ,.,, .. ,.~ .. • ' •• ' ... ~ •• -•••••• ,,~~ •• ~-•• -.--~ •• ". '-".-. ¥ ,'. ---•• , ; ., Pervious TC Calc 1 Length r'Slopelr--Co-e-'-'-ff-1 Mise .1 TT ,. rs.-OO min Pervious TC ... q_,......, . J . ~:O~.~~. ." ".,""_,,, mw""~,, _"" • ..,.," • ., _,"" w~ ~ • '0 •• ~ _ "'" " .... '''4''., .",. Record Id: cbS r-In-es-ig-n-M-et-'-ho-d-'---''--'-.:...;.-C, .... _~.~:~.:._' ... IR.~i~i.~~i!ip .. ~·:·"'.·--".· ".':" ..... 1 ~xPEIA ... IHyd Intv .... :1 10.00 minlPeaking Factor :1 484.00 i ~erViOUS Area .• -~~ .. ,[~:~i~~=_: ____ JI~~f~~-~~~:~~ __ --_-_II: :-i~:~:_~_: IPervious c.N .. ' .. .il .... ~~:QQ. __ ..... iIQ~ .. ~.~ ............. ___ ..... _.~ .... __ :J ..... ~~.:.QQ ..... ..1" IPervious TC 1 5.00 min 'Inc ~G.. '''' .. _. . J 5.00 mi~. : ,..~'"-~ "","." --,~"~. "~'~-"''''''''''''-'. I Pervious CN Calc ,I. Description ----I SubArea I Sub en . 'I' [-.. ---~.. Impervious surfac~s (paveme~t~, r.oofs, etc) . 1 1.43 ac I 98.00 . r·------Pervio~s .~omp.os.i~ed. ~~ .. (!,-~C 2) ,. . ." --"';"'r . 98.00 I I Type IFixed I ... .. --..... " ._."., "-••• ". --~ ... , • .. .... >. -• ,,-..... -"~ .~.,... " •• ." -".... - Pervious TC Calc ' : .. . . . ..... .. -.. -............. .......... ........ . .................... ' ............... -...... -. . .... " ....... ... '. . .•.. . """ " ..... , ., I I Descriptiol1 . !I~~ng~h:j ~1~P~J~C)~ft:.1L~i.s~. iiI! .. :: I. .1 .I5:0~ ~I.1 Pervious TC I .... ?·Q9fI]i.I1 ...• ' .... : .. :. :.:.::' .... :.::' :.~::::::"~ .. :~:.:::'.~':'.:::": ... :'.:: ....... :::::.::~: :.::: .. : ...... : .::':" I 10 I I I I I I I 1 0 I 1 I I I I 10 I I . r~~· ··Di;~~ti;·c~·~~·~~t~d·CN'·Cal~--·--· -,. -....... --... -"--""'" ""-j . . .... •• • ....... _ ................ '. '" .............._ _ ._ •• _.. .._ ." .•. ___ .... _. ___ • ....l I De.~c~ip'ti~!1_..._ .' .' _ .... __... ................ JL. Su.bAr~a. II S~ .. b ~~ .1 j Open spaces, lawns,p'ar~s (>7?~ ~!as.~)_ ... ,: ...... .JL .... QJ1!..~ .... _..JI_._ .. ~~:.Q.<?. J .1 _______ ..... __ ~:~~~ ~C _Co~posited C!,! (A~~ .. ~~.... .. ,,, .... __ ................... _ .. _j._.,~?:go J r---------,· .. ··----I Directly Connected TC Calc. , . " ., " •• < .. _A .......• ,~."." •• , ••• ,"+."'" "~""_.~" ... ~~_"~ ..... " •.•.. h._~ __ ~._ ......... J r-Typ;· .. -r .. ··-D~~;ipti~·~-.. --rLength·-fSl..;~1 .~oer.f 1.M:is~ :\.. .. _, .~!.'r .......... r IFixed ,----..... ................ _l?:oQ~.i.!1 ..... _ .. : II Directly Connected TC p.. ....... I 5.00min Record Id: cb7 Pervious CN Calc i r-·----·--------'----'----"--'--· = ...... = .... = ... -= .. = .... c..;;. ... =.-;.:...: ... c:.::.; ......... -...................... -.-.... -........ ----..•.. -----' I Descdption J SubArea II Sub en ~ I __ ---"-~~·.;;.;..;.;...···I .. · ...... ·· .... ···'···-:I·· .. n .. -.--.< __ . __ I_mpervious surfaces (pavements, roofs, etc) 0.03 ac .. 9~:99 .. ,jll If.. Pervious Composited eN (AMC 2) '1 98.00 I: r:= . I i Pervious TC Calc ! Type '-1 -D'-e-sc-r-ip-ti-on--Ir--L-e-n-gt-h-'--' 1 Slop~. :1 <:oe.~r :1.1\.fisc =[, .. T! ... !Fixed r I, .. . ". .... _ .. _ ............ ,.j?~Q .. f.11~J.l:_ ., ___ , .. 1 t I Pervious TC :1 5.00 min d .. " .. : . -' ~~:.::. ~ ... -::'~~., ... ,.'.. .: :",: ,,~~ :,: :.:.~~-: ~ •. ~.:':':: ... :~ :.: ~::~: ..::;.-.:.:.:,=-..:::.::::: .. :~:.:---:.~~.~:.~ .. :.:~ ~:-~ .. :."'~ . :.:::::-,,~ ,~ .. =::'::-:-''::'~.:: .':::-:~':::.) r . .. J:)~c~ip'~!~'.1 .. _ .... __ .. __ ............ "'_"' . ..iL ~~~~E~a .... J .... ~u~~.~ ... J I Open spaces~. !a~ns,p'~~~~ p 75~W~~~2.~ .. _ .. _._ .. _J._ .. Q.:2,~~~ .. _ .... t .. ~~:pq __ ..... : .... . .. _ .. ~_: .. -:~~_,·_~i~~~~i~.~_~~E.~~~~~ .. _T'C:·~..!!lc ___ _ .... __ ..... _ .. __ ,_____ .--~ ... jl 'Oes~r~e~~~I1 ..... )1. ~.~~g.t.~ __ . JI.. .. SI.~pe..JL Co..ef! ..... IL_~!~~ jL._~_ .~'!. ___ ... J I .. ; I . ':.' .. : .. :.-::~~ .. ~'::;'.:. :.:::~:'-'::'~::'::.:::' "':_::._: ... :;::~::---~.~.:~9 ~ ~ :.-:::::J.J 1 .. rr-';"':"T-yp'-'-e -"'!' .. [Fixed .. , I ·0 I I I I I I I --'J I (~ I I I I I I I ") l I I 11 Record Id: cb8 ~~-"'-'~'--~ ~ --.-... ,. ! 1 Pervious CN Calc : I '---'----'-~:,;..:.:;....~~;:.;;.._:.~.:.:;;,;...;;..'=""=""-"'_''' -~'" --F"-'=""'=·"'''c..;;...'' ==-';;:':""'i"";,:",-=",~",, ":.::.::'''''=' "".:::.;;" , ":...;::;;"..J1: ' 1"--·--·,,-·--·----"'-"-Description "" ,I , ~~b~"rea ,il Sub cn ' I Impervious surfaces (pavements, roofs, etc) :1 ,O.11a~ :1,?,8~,OO,,'" I Pervious, Comp'osite~~!'J"(A~,g 2L.,,,. """"" ".,,,1 ,,98:09 , •••• , •• _. __ ••• _ •••• '_.".' .~., -_.,~ __ •••• __ • _~, __ ,. __ ._ ••••• __ " __ 'k ," ,,~,_ •••• __ ., •••• I , Pervious TC Calc ITyp~·--ID-e'-sc-r-i-p--tio--n--'--""1"-' ,-'-L:"':';;' ~-'-'n~='th='" ,..;.;.."" , i s'i~~~' ':I"';;':':'-"-'Co":"::"" ~"'-'ff::;"';"" '{ l'1i~c'l "" , "IT lFixed II ' "15.00, ~n" I Pervious TC , , ""'" ".' , ' .:I5·90,!.fl~t:l; --'.-. , ' I I I r- Record Id: cb9 • .' • _ ... _ •••••••••• '" '". ~., •• ~_ ••• __ ', • ~ ••• ' •••• ' '._.. ..' .y •••• ~,¥_, _._n •. __ ,_ .~. __ .. ". __ «,,~ .... _ ..• __ y. __ • • ••• ¥ _.<. . _ ." ... , I I I I I I I I o I 10 I I I I I I I .u I Pervious CN Calc ., • ~< ,._", •••• ', .... -'. _. ~"., •• " •• _ "'~"_"Y~' .• .....,. ..,~".... _._".,~.~,_ _" __ , .•. ".~,, ._'_~'_''' __ '"''''''''_'''''''''._'' ___ '~''_' ,~,."' .. , .1.-" .... '_, ._~ .. ~,~., •. _ ...... _.,l. 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J. q.:~.~3_~ ... ~ 1 8.33--ii8755 -I 16.33 flms-r 24.00 .,'/, O.,8?~6 ... . r8~5·OT3.9027--1-16.50-·-f' 1.1444 1 24:11. .. ~.4269 .. ' Licensed to: Barghausen Engineers I :0 I I I I I I 6.0 SPECIAL REPORTS AND STUDIES 10 I I I I I I 1 " ) IL I I '0 I - I I I I I I 10) I I I I I I I u I 1 6.0 SPECIAL REPORTS AND STUDIES There are no known special reports or studies prepared for this project. 11189.00l.doc [JPJldmltep] I ·0 I .. I I I I I I 10> I I I I I I I ,-.UJ I 7.0 OTHER PERMITS I ·0 I . I I I I I I 10 I I I I I I ·u I I 7.0 OTHER PERMITS Other permits include: • King County Grading Permit • City of Renton Grading Permit • City of Renton Building Permit • Water Extension Development Agreement • Sanitary Sewer Development Agreement 11189.00I.doc [JPIldmftep] I I 1_° I I I I I I 8.0 ESC ANALYSIS AND DESIGN 10 I I I I I I :0 I I I I I Ie) I I I I I I I o I . I 8.0 ESC ANALYSIS AND DESIGN The wet/detention proposed for this development will be the first order of construction such that the entire site once graded and cleared can be routed into the wet/detention pond. This will act as a sediment pond, trapping sediments on-site and preventing erosion from occurring on-site and sedimentation downstream In addition a rock construction entrance and perimeter protection in the form of a silt fence with temporary V -ditches and rock che<;k dams will all be instituted on-site to minimize erosion from occurring. Also, streets will be swept should any sediment be tracked off-site from truck hauling activities and the site shall be sprinkled with water during the summer months should dust control be a problem on the site. Cover measures will be instituted for any areas left unworked over the time allotted by King County and the City of Renton. 11189.001.doc [JPJldmltep] I 10 I '-'-~ I I I I I I 10 I I I Appended on: 11:34:11 Thursday, March 18,2004 11189site east graded Event Summary it·:~;~.~_t.·.:li~~~ .. ~i~~!~)JI~~!~:.!~(~i~)i[~l~.·Y~iJ~:~!~)jl!~~;J~£~I~~_~~~~~!~~iP~j it~ .. ~~!1.t~!L9.::!.7?'§_ ... jL~_ ..... ~.:.QQ .... _JL .. __ Q.:~~~~._ ... JL~2500 JliI?.~ JII¥P .. 1.?l~j iL.~!.'~_~~L __ !.·g.?~2 .. _._.~L .... __ 8.0_0_JI 0.~6~9 ~L 3.2500 11 .. §BUIiJI~~!~! t~.Q.~.~.~r JI .. _. 1.~.?4?_jl. ..... 8.9° ..... J ____ . 0.553_~_J 3.250<01 SB~ IIT¥P1?IAj l.~?}~~_t_ .. ~.:Q!.±~ ... J ........ ?go .... JI._~~~ .. _jL~~~JI SBUH IIT¥PEI~.l J1.Q9x~~:I ... ~:.~7~g ... il._ .......... _~:QQ ... __ JL .. _ o._:~17~ ... J[ 3.25,Q0 ...IL S~UH JIT~~!AJ Record Id: 11189site east graded :I~~~ig~·~et.~~d"·'·-"'·] '-~:~"~~~:~.~~J.~!l.!~~~!1 t~~. __ ·"· .:. __ .. _.. .__JL_ .. _}~.~J_~ ... __ ] :IHydInty . 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KINO COIJNlY SHOAT PlAT NO. 4MOl1 is ftECORDa) tNXR RE'alRDINQ NO. lIJ7o.lOJ'9OOl Nat cawcrm f11 N1'IlIMT REtOImED UNDER R[t::IR)IHG NO. .,.."..,.. 1tlIiI.1l£R 'MfH It£ Rlt..l.OWWG: tncRIBED PROPERlY ~ ~ tIlTH Dm1tt QUDlJrG tm.£ IN laNG CCUOT !:iJS'£AIOA: aun CAUSE NO. 8t-:-2-Z2118-2 onnm OH ~ 2J, 1117: n£ WES1' ..-0_ f£EI' C# lH[SOOTH 3JD.OO fEEl OF tHE: NDIm£AST IJJNIlOiI Of lltE $OUTfBSl QUNflER Of 5ECT1ON 3, TtlWMSIIP 23 rGmI. RAHCE !!i osr, IIl.tAIalTE UEA!DWl iii kINO COLNlY.WASItHGTtJN; D:CEPI' THE IIlRTH la5.DD FID TtUEDf. NG:J: ~ 1\U.T P()Ill1(IN I~ WIl1«N 'hE soont IW..f Of TH£ SOlm1 tw.F Of s,w SUBIJMSK)N, AND: EXCtJi'r lHATPORTD'tTHEREtf'l'l'tl';1IE$JERl1OfM NOImIERLY EX1'BCSION or",lH l'I'IHG 1&4.00 fEET WEST Of NrI) ~ to 1)£ £.6T UN[ or LOT j. ~ $d) KING COUNT1 stan f"lAT 1«). 48$017; ANI) ~,..T POnJ:N CF LOT 2. ICIIC CXM.J(fy St«m PlAT NO. 48&011 RECORDED ~ RE.CORDIIG NO. 87OlOlQOO1, DESCRIBED AS """"'" CDIIIfMCINO AT THE NORD4IIEST CXIIKR Of SND lDT 2; Tt8ICE SOUTH 17" CQ' 1S" EAST .tlQNI; ll£ NORTH UN[ or SAle lOT, It. DI5'TNCE or 17.35 FElT 10 TJf[ TRUE PO«!' or IIfQtrCNtIG; EXISTlNG EASEMENT MAP FOR WINDSTONE IV A PORTION OF ll-IE S.E. 1/4 OF SECTlON 3, TOWNSHIP 23 N., RANGE 5 E.. WM .. ' \ ... r;:;~\ 4,rl~~I~' 'J"t'eU SOUlH Q2' 10' 4!i 'II[ST, A DStA/II:I: or 1511i.1J fIll 10 Tl£ sotmtUJICEOFSAlDlDT2N€JAPOIIfrQNAQIM: CONCAVE NQUtfI£ST£Rl'r. ItI: IW.IUri. t.nmR or wttat EI£AR5 NDImi 19' «' 42-WESl, noa-MORfHE.IStERI.y ~ tHE SOOTH lIE (J' ~ L01' 1 NCJ n£ I«. Of SAID OJIM: ~ A IWJM, Of D.OO flIt, THiiOl.Qt A camw.. AHGl.E f)f 31' 31' :sr, A Dl5TNCE Of' ~.48 fElT TO A fOINf Of REVERSE CURW.l1Jf!E Of " CI.RY[ CONCAVE so..m-£AStDIL'(, 1H£ RADW. 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' ...... ·'~I d z m q uj Q III . ___ ... -iii.;'';: "0 4m CITY OF ~ RENTON KBS DEVB.OPMENT CORPORATION 12320 NE 8lH STREET, SUITE +100 BE1..LEVUE, WASHlNaTON 98005 ~~~CAAlNAae ""'-....,---i WJN:>STONE rv LOCATION' W1NDSTONEr-t 10627 -148TH A VBlUE SE FENTON, WASHINGTON 98059 ~~ !!,w n VI VI I 0.. 0.. 0.. ... ~~ II ~z ~ ~n >Oz ,!I-E-<rol l":l u~ U !U jl , ';* Ii ~ -.-~!! )1!lm Ut i . , : ! 1 ~ i~ f ,~~i II ~i itl n;-i ~ ~ r -40' r"!OJ ··ilI;;il\iI!i5 ... J lEOAL OESCRIPTION lDT 2 AM) n£ DST 1M fEET Of lOT .1. ICING COUNTY StQT I't.AT NO. 488017 AS RECORDm lD4UfR ~ NO. 81Wol9OO1 ANO ~ er IIFD'Mr RmRm l.ND R£tXJmIIG NO. """' ...... TOIi(1H[R wrrn mE FOI..I.DW!HG IJESC&D PRlJF'ER1Y IN NX:CIRCW4a wmt 0EaU: CMEfJIG tm.£ ~ ~ CtMm' SI.ftRIOR COLIIT ~ NO. .2-22111-2 EHmm) ON IMROI Zl, 1m: lM£ WEST IMO.!IO Fttf (If nc SOUTH 3JO.OO fm OF n£ NORrH£AST QtMRTf;R OF TH£ !!OllTH[ASl QlNfER or S£CT1Ot4 l, rowtIStIP 23 NORTH, IWGE 5 £AST. lIl1AMEITE 1«R1DWi. IN IQNIi: aurrr.~ DCEPT lHE NOfnH le&.OO fE[J nomr. NA DCEPT lJiI.T PORJDt l-TI'IQ MlHrH tHE SDUTJ.I IW.F Of Tl£ SOUTH HAlF tS St,I) SIJIIlM5OII. AND; EXCEPT 'TlW PORTlIJN lJ£R[Of LYIfD WESTERLy Of THE NOIfIltRLy EXTENSIOIt a:-A UHE l'I"ING '''.00 FEET W[ST ~ AND pARAU1].. TO 1)£ EiI5T UH£ or LOT 3 CF SHD KI«i COUNJY 5ttIJU PI.Al NO. 4e8017;. AND Da:PT 1lfAT f>OftOON t:E lOT 2. KtIC oot.tm' SIDrr PlAT NO. ""7 R£COAOED UNDER fI[C()AI)NC NO. S703O»(X)I, D£5CREIED A5 ......,.., CQIMEHCIHf;ATTHErt:JRlHW[SfCXR'E:RW-SliDlDfZ; TtIJr«:( SOUTH 87' it" IS· £AST HDNC THE NJRTH lINE or SAm t.m', A DISTANCE OF '7.31 FtD TO M TRIL roIHT or IGIHfCNQ: pAEI.JMINARY PLAT FOR WINDSTONE IV A PORTlON OF lHE S.E. 1/4 OF SECT10N 3, TOWNSHIP 23 N., RANGE 5 E., WM. ~ 0' ~ -;-\"'':''', ..... ,r -::[;iv THtM::E SOI,/TH 02" 10' 4,5" WESI', A DISTANCE or 1'1,13 F[[T TO THE sca.nt1IJN[OF'SWlDT2A1QAPQHJOIIACl/RI/E 0JfrICAV[ ~T. 'hIE RAWl CENTIR ~ WHIOl 6£ARS tQlJl.; '8' 44' 42'" 'tI£ST: THDIC[ ~T .riDNG Tt£ 50IJJH IJNE OF SW lOT 2 Nt] lJt[ NIl; fF ~ C\JN[ HMNG It RNlRJS C'E ~.OO FEET. THROUGH A mmw. HfQ..f 0If .,1'" 38' "., ... DISfIINC[ QF CZ.48 fEET TO " POofT OF' R£'fERS[ CI..IIl\IATlJR( (F A a.rJMi: CIJNCNr[ SOVTHfAST[RLY. DE: RACMl CDriTER OF WHICH HfARS S(IIJTH 51' 2J'''1"'£.Asf; THENC£ CI.JfOIHUIHG' ~T ~ lH( SOUTH UN[" at SIoID 1m 2 NCJ THtMCOfSQ)CUMHAWtlGARADIUS or IIr5.OO Ft£f. THROLiGH A CENTRH. NKU: or S3' 34' 25". A DfSTAHC[ or 80.78 FtIT: THENC[ ~ A(.ONG M scum I.H: OF ~ lOT L sount BT 4~' 15· EAST, A DISTANCE or :l2.Jn FIIf lQ TH( sountEAST COAirIlR or SMl lOT; THENC[ NCJRDj Dt" 24' 12" ~ ofriDrfG lH( ~ IJHE Of ~ I..Of 2. ... 0I5TArK[ OF IOO.02-RIJ TO TIlE IDnHEASl CORJ£A OF SWtoT; 1H[NC[ NORJH 87 4V 15· wtsT ALONe; lH[ ttO!I1li UI'£ OF ~ LOT. A DISTNIC£ OF ll5.14 mr TO THE 'IRU{ POINT OF "'- OC(PT CDI.O/IY R!Wl5. CITY OF RENTON, WASHINGTON (AlSO kNOWN AS LOT Z. KmG COUIm' IIOUNtMr IN: AD.I..IS1WtHT .I.PPIJcAmN t«l I.OCII..OOM. REtORDED IHJER RECORDING NO. 2OOlO1U29IXIOD7.) 'IOCUHDl WITH ,«,N £ASD«Nr roR IIW) NIO II11.JJJ[5 OYER TH[ 50lITHDILY PORJICIN or LDJ 1 ~ DISClO$£D <* It£ fN:£ or THE SHORT FUr, LOT AREA TABlE ",,' 1I¢A($.r.) "'If «A (U.) 1 l '~J'l~~ 791] S l1.m aile 1 ~.19 8280 a I.!5n _ ... -7tJ&t SS. IMI<. ~_I,Qf~ • .m~ __ . __ .. VICINITY MAP SITE DATA I. TA,l(':O~~!l2tI9.tH)0J2"'-~270 2. Slftf4ilfkl.QtIC J. EluSTJHGIJS[:\1rCN(T .. PIV"OS£O US£: II lOT S2MU r-.., otrAOO ~ $.tlCISTJrIC~:fI-'(~~r;A1/N;,) , PROPOSEO It>>llC: R-' (RESIHfTW. .s OU/AC) 1. ~COIIPROfCNSMf'l.ANCCCtC.i'l1Olt\.IRBI\N~(+-uru/1I(;} II. ~ COI.f'TIDtEH$III[I'\M ~ ~ lttrGI'Y RE'SUNUl("-11 OU/.IiC) , Pt«FosEO IDI. un WOnt; lit to.~_tDfWlOTH:50· II F1iDPOSl:D ... tm N!I£k Jill s.r. 12 REOI..IIR(D_!.OT~ noos.r. Pl<Wt.t:f\lllltloln:+.lDw/1C. 1".~Wl\li.S£fBo\CItS: F"CINT:tr1 ...... ". ~SU-5' SU.ll.OMC ilR[£IS;: 1:1" ". ~ BolS[IOiI4TCK8ti1.D1NC5:~· II. SOURa:Of"IIOINW!YAHD~'FIlDSl..ll'EYEDar OWNEAfDEYEl.OPER 1CSS00000lCftlOfl«llf'ORilQ 12lm k[..STli'illlfU.S!JITEII/;tJ !iIl.l.EW£, .... 'iHIClON1I1DD:i CONT.*CT:ClJmSSOIUST[R (20&) 823-1OOD """""""'''''''''''' ENC¥NEERIPLANNEBiSIJRIIEXOR ~OCIGLILTNl£I«I.NiRS.IIIC. 11I21572ttdAYf...sctmt ~~4~}-~~ toM",oCl: w.t.rM: f'oJ11tR Of!: I\U SorlIIf. P.E. lEGEND ... * -~ JRE£S rORfIlMlN (2lRUS) •• tie -EXI5TK lR[(S II) BE" I!(JDtI) (:l7 flItts) INDEX TO SHEETS 10f3 I'fE.AeWIY PLAT w.v t CF:t f'H:L..MWrY ~ BTOfU I:JIAtIAQE NG UTI.JIY P\..AN Ja=3EXST11:11~Mf.P' De!S!TY WORKSHEET 1. GROSS NtD F'ROPtRTY: 151,24' s..r. 2. DDGnY QUU.AmN EXa.USIJHS: 15,358 $I. (puBLIC !DO. SENSrJM: AR[A IHO .10M ACCESS E:ASEUDrIP) 3. Nfl DDCSm IiRfk. 7O,aJ $..f. (COOSS--"""""""I of. H£T IlOGm' IH ACRES: 1.&3 It:.. _""",,'.T.) 5. HEr DENSrrr: -"" O.U. PEA JCRE (LOTS ..... '" ""'"",,","NIfA) :z ~ llJi -~~ "'zu !M!I;!\; O<{;l; ~~J: ;l;i~ ~:"5 ~~ z O~1t) ~ !i:g ; a:11!:J! :; O~~ ~ ~Iii~ ~ i~1 ! 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A mtt.NCE:fY moD Fm TO M !iOImosT c;Q1MR OF" SMI LDT: lliEMCE NCIUH 01" l4' ,rEASTiWI'IOMFJ.SfLN.OF" SNO 1.DT2.AOI5TMCtOF100.Q2FmTOMNtI~t::ORJerl SWlDTi nttM::f:I«JfmtIlT<I4'U"W£Sr.tUlMOlHIfICIImlUNEfI SMI ~OISWICE Qf 31:i.14 Fm to THE 1R\I: PaNT OF """''''''''' ..... NOlE 1. DfiWMflEl.D ~ PER Il.l ~103 AND FUll I.NJDt li20810t022 CI.HNaT BE GlW'ttI!:I4.1.y 1IIPRf5EKttD. 1. EIISaia\T RUERD«:m tIICCtJI ~ IS lDtATCl OF'FSnt. J.f'I);[l'~~ UI'ClI:Hf8eOI!I'51mlS 10 Fm .. ae:1M:R PO*EA F.IiCIIJJItS AS CONST!IIJCTED" AEI.D (M) A5-.!M.lS A\IINl,.tAf). ··DEVElOPMENT·PLANNINb --.-.----,-----CITY OF RENTON FEB 0·7 2005 --,-------."~--~~-REClE~VlED ~I "'~~ ~~~ ;~~ ·~5 z ~~ 0 g ~§~ ~~~ ~h 15~~ ~~~ ~~ ~ g "" " ~ § Ii l ~ ~ ~~ ~ ~~i1~ ~j I ~:i'i~. ~ ~~~~ ~i f ~g~~ ii I ~l ~ .~ ~ ~ 1 5 ~! .' ..... Iii Ci z m ~ ui ~ .I r ~ o~ ~r. 1<1: ~¥ ,., E ~ ~. f -100' ~n" . h2.; Tj' ,< t; r¥r 51 1;0:; /gl7/--XI n r ft -ltf / I ~ . 'T-~ ~~l .... 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FU!IUft 11' CCWfitT£D CIJ'ItI:IUiItOMlE (1XM'1ICtUIlO.o.1MX OPI!!FI'!') 2(1 B.1EFKlENCY Access CROSS SEC110N CTYP) 1"-00' h'~'J,. j tiQm AU.IIOCICE¥:sNCfIErRIIC ~a.p.1.b:~ '''''''. flISI1IG S';CIRM:uot "I'fOI'OSEO!WflMI'SD£;! """"_ ..... --"""" ............... """"" ... """"" """"""'0l10II0 """""-""""""""'" ...-....... ..,..... ......... CASlMEHI'!.M ------0------ r .... ~~-~~-Z2 ----.... --2Z-- ~I iiI i~~ ~i PI'OPOSmASI'HIUIIIWOl'~ ....... """"" EG':.:;···] I~I ~~ Ii I~~ ~-:;:= I ~~I A.D. .. -a.~ 0 •.. ", ~& .... "'~ 1·..;xr'IIOIUONlJIII.-I·oo6'~ OEVElOPMENT PLANNING CITY Or-RENTON . FEB 072005 ._----,-----------------------------._-RfECE~VF. j- I: ~ I~ I} ~I ~ Ii gil 0 m ~ < ." om m :Jr-m 0 ~ CO " m e~ ~~ -= ~~ '< ......, mI; ~ ~"O e o~ Z2 .~ ? <;'0-\10 -""0 ~ ~'.~~,,~~~ 2 AtlGfDflDlIl'IlICWIl..C'JCtJf 1&'1'1' ... iI.S -1M( ,. 1IIl'>IIS!lI'I:SIIft ~.......!!Y!..!I1IMM fill, "!t...--WJI' NO. """"" IJ'I' Qt.TE N'PR -... B.CE. JOB NO. 11483 ". KBS OEVELOPMEKT CORPORA'l1ON 12320 N.E 8TH STREET, SUITE mo 13B.LEVlIE, WASHINOTON 98005 .\ .<;. "", .; WlNOSTONEW 10627 -14I!lH AVENUE 8..E. . RENTON, WASHINGTON 98059 : I .. , Carrie Olsen City of Renton 1055 South Grady Way Renton, Washington 98055 'CENTRE A ./ P·rfINTE ~ 'f ~ Surveying, Inc., P.S. October 20, 2006 RE: Windstone IV Short Plat Hearing Examiners Decisions dated March 7, 2005, File No. ; LUA-04-J35-SHPL-H. Dcar Carrie, Enclosed is a list of how the Hearing Examiners comments and conditions of approval were addressed; I) KBS Development Corporation will obtain a demolition permit and complete all necessary inspections and approvals for removal of existing buildings on the site prior to recording of the short plat. 2) KBS Development Corporation Will apply for an Administrative Variance for the frorit yard setbacks prior to recording of the short plat. 3) "No Parking" signs have been placed along NE 16th Street to ensure efficient emergency access. 4) The right-of-way dedications for NE 16th Street and Lyons Place NE are included with this . package for review. 5) Access to the site has been established through the plat of Stoneridge I by the recording of the plat. 6) The secondary access for "both Stoneridge I and Windstone IV are In the process of construction and will be completed prior to recording of the final short plat of Winds tone IV. 7) A maintenance agreement for Windstone II has been prepared and is in for review. Upon " acceptance of this agreement, we will be mirroring the document and applying this to Windstone III and Windstone IV. Any questions concerning this item should be directed to KBS Ill's attorney, Joshua Rosenstein at 425-454-3374. I have attached a copy of his October 5,2006 letter· to Curtis Schuster. 8) A transportation mitigation fee will be paid for a total of 5 lots prior to submittal of the final short plat mylars for recording. P.O. Box 4416 ~ Federal Way, Washington 98063-4416 • Phone: 253-661-1901 • Fax: 253-661-7719 , I .J . ,.' ..... 9) Construction is underway and the applicant has complied with the measures for assuring proper Site preparation, General Work and Utility back fill. 10) Construction is underway and the applicant has complied with the DOE's Erosion and Sedimentation Control Requirements outlined in theStomlwater Manageolent Manual. 11) The applicant will plant two new street trees within the front 20 setback each lot and a restriction and covenant has been placed on the short phit requiring the installation of said trees. 12) The Fire Mitigation fee of $488.00 per new single-family lot will be paid prior to the time of . recording of the Short Plat. 13) The Parks Mitigation fee of$530.76 per new single-family lot will be paid prior to the time of recording of the Short Plat. 14) The applicant is in the process of amending the CC&R's of Stoneridge I to include the future divisions II, III and IV in the maintenance responsibility of the stomlwater facilities. 15) The engineer for this project, Barg'Jlausen Engineering, has designed a Level 3 flow control·' detention and water quality improvements per the 1998 King County Surface Water Design, Manual. . 16) The sanitary sewer main through Stoneridge I has been dedicated to the public. Should you have any questions or need additional information, please give me a call. Sincerely, l DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS 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 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section PROJECTNAME:~(~/.·=Z/'~;!_·/~\~~~~,~/~~~~}~(._I __________ _ DATE: --l-11/,-I-l.=.2-6,4~,--,ds,.L::?ll..;e.I?'------I T Q:\WEB\Pw\OEVSERv\Forms\Planning\waiverofsubmiltalreqs_9-06.xls 09/06 DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND US'E APPLICATIONS This requirement may be waived by: 1. Property Services Section ' PROJECT NAME: 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section Q:\WEB\Pw\OEVSERv\Forms\Planning\waiverofsubmiltalreqs_9-06.xls 09106 .' BR CHICAGO TITLE INSURANCE COMPANY 10500 NE 8TH. #600. BELLEVUE. WA 98004 ORDER NO: YOUR NO: UNIT NO: LOAN NO: SUPPLEMENTAL COMMITMENT PHONE: (425)646.9883 FAX: (425)646-9879 001148732 KBSIII. LLC ETU o R D ERR E FER E N C E I N FOR MAT ION SUPPLEMENTAL NUMBER: 1 OF FOURTH COMMITMENT SELLER: PURCHASER/BORROWER: KBS III. LLC PROPERTY ADDRESS: WINDSTONE IV. WASHINGTON Our Title Commitment dated at 6:00 A.M. is supplemented as fol lows: BS PARAGRAPH NUMBER(S) 6 AND 10 OF OUR COMMITMENT IS (ARE) ELIMINATED. 8T BU EXCEPT AS TO THE MATTERS SET FORTH HEREINABOVE, THE TITLE TO THE PROPERTY COVEREO BY THIS ORDER HAS NOT BEEN REEXAMINED. 10/30/06 AUTHOR I ZED BY : ' BRUCE AND~US SUPPLCOM/RDA/0999 CHICAGO TITLE INSURANCE COMPANY 10500 NE 8TH. #600. BELLEVUE. WA 98004 F0URTH COMMITMENT PLAT CERTIFICATE Certificate for Filing Proposed Plat: Order No.: 1148732 In the matter of the plat submitted for our approval, this Company'has examined the records of the County Auditor and County Clerk of KING County, Washington. and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said KING', County, to-wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN: KBS DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $16.70 Records examined to SEPTEMBER 26. 2006 at 8: 00 AM By EASTSIDE TITLE UNIT Title Officer (425)646-9883 PLATCRTA/RDAl0999 PARCEL A: CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION Order No.: 1148732 LOT 2 AND THE EAST 164 FEET OF LOT 3, KING COUNTY SHORT PLAT NUMBER 486017 AS RECORDED UNDER RECORDING NUMBER 8703039001 AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NUMBER 8706260950. TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 86-2-22118-2 ENTERED ON MARCH 23, 1987: THE WEST 840.50 FEET OF THE SOUTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165 FEET THEREOF; AND EXCEPT THAT PORTION OF LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE NORTHERLY EXTENSION OF A LINE LYING 164 FEET WEST OF AND PARALLEL TO THE EAST LINE OF LOT 3 OF SAID KING COUNTY SHORT PLAT NUMBER 486017;. AND EXCEPT THAT PORTION OF LOT 2, KING COUNTY SHORT PLAT NUMBER 486017, RECORDED UNDER RECORDING NUMBER 8703039001, DESCRIBED AS FOLLOWS: COMMENCING AT THE NOR!HWEST CORNER OF SAID LOT 2; THENCE SOUTH 87 49' 15" EAST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 97.38 FEET TO THE TRUE PO.I NT OF BEG I NN I NG; THENCE SOUTH 02 10' 45" WEST A DISTANCE OF 158.13 FEET TO THE SOUTH LINE OF SAID LOT 2 AND A POINT ON A CURVE CONCAVE NORTHWESTERLY, THE RADIAL CENTER OF WHICH. BEARS NORTH 19 44' 42" WEST; THENCE NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT' 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 31 38' 59", A.DISTANCE OF 52.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, THE RADIAL CENTER OF WHICH BEARS SOUTH 51 23' 41" EAST; THENCE CONTINUING NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARCO OF SAID CURVE HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 53 34' 26", A DISTANCE OF 60.78 FEET; THENCE CONTINUING ALONG THE SOUTH LINE OF SAID LOT 2, SOUTH 87 49' 15" EAST A DISTANCE OF 223.23 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 01 24' 12" EAST ALONG THE EAST LINE OF SAID LOT 2 A DISTANCE OF 100.02 FEET TO THE NORTHEAST CORNER OF SAID LOT; . THENCE NORTH 87 49' 15" WEST ALONG THE NORTH LINE OF SAID LOT A DISTANCE 'OF 315.14 FEET TO THE TRUE POINT OF BEGINNING; SEE NEXT PAGE I'LA TCRTLIR DAl0999 CHICAGO TITLE INSURANCE COMPANY SCHEDULE A (Continued) Policy No.: 001148732 LEGAL DESCRIPTION EXCEPT COUNTY ROADS. (ALSO KNOWN AS LOT Z, KING COUNTY BOUNDRY LINE ADJUSTMENT APPLICATION NUMBER LOOL0089, RECORDED UNDER RECORDING NUMBER 20020702900007.) TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITIES OVER THE SOUTHERLY PORTION OF LOT 1 AS DISCLOSED ON THE FACE OF THE SHORT PLAT. PARCEL B: LOT 3 OF KING COUNTY SHORT PLAT NUMBER .486017, RECORDED UNDER RECORDING NUMBER 8703039001 AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NUMBER 8706260950, TOGETHER WITH THE WEST 428.00 FEET OF THE SOUTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165 FEET THEREOF; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION AND EXCEPT COUNTY ROADS; IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY CAUSE NO. 86-2-22118-2 ENTERED MARCH 12, 1987; EXCEPT THE EAST 1.64 FEET OF SA I D LOT 3; (BEING KNOWN AS LOT 3 OF KING COUNTY LOT LINE ADJUSTMENT NUMBER S92L0103, RECORDED UNDER RECORDING NUMBER 9209101022, AND OTHER PROPERTY). LEGLCONT IRDAl0999 . CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULEB Order No.: 1148732. This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any. created. first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commi~ment. B. Rights or claims ofparUes in possession not shown by the public records. C. Encroachments. overlaps, boundary line disputes. and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien. for contributions to employee benefit funds. or for state workers' compensation,' or for services. labor, or material heretofore or hereafter furnished. all as imposed by law. and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service. installation. connection. maintenance or construction charges for sewer, water. electricity or garbage removal. . H. General taxes not now payable; matters relating to special assessments and speciaflevies. if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations. Indian treaty or aboriginal rights. including easements or equitable servitudes . . J. Water rights. claims. or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS ($1000.00). PLATCRTB/RDAl0999 / I CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS Order No.: 1148732 Y 1. UNDERGROUND UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: ' GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, TOGETHER WITH NECESSARY APPURTENANCES AS CONSTRUCTED OR TO BE CONSTRUCTED AUGUST 15, 1986 8608151325 CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIVITIES WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. Z 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: KING COUNTY WATER DISTRICT NO. 90, A MUNICIPAL CORPORATION WATER MAINS AND APPURTENANCES 'SOUTHERLY AND EASTERLY PORTION OF SAID PREMISES AND OTHER PROPERTY MARCH 31, 1987 8703311602 M AFFECTS: PORTION OF SAID PREMISES LYING WITHIN LOT 3 OF SAID SHORT PLAT. , . AB 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: ·KING COUNTY, WATER DISTRICT NO. 90. WATER MAINS AND APPURTENANCES UNDER, THROUGH, ABOVE, AND ACROSS , SA I D PREM I SES AUGUST 31, 2004 20040831000578 AC 4. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 8703039001. AD 5. COVENANTS, COND IT IONS, RESTR I CT IONS, EASEMENTS, NOTES, 'OED I CAT IONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 9209101022. AE 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PlATCRTBI/RDAl0999 CHICAGO TITLE INSURANCE COMPANY GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1148732 KBS I I, I, L. L. C., A WASH I NGTON LIM !TED LIABILITY COMPANY UNDERGOUND UTILITIES WEST 20 FEET OF LOT 3 AUGUST 7, 2002 20020807000276 AF SAID INSTRUMENT CONTAINS PROVISIONS FOR BEARING THE COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION OF THE UTILITIES BY THE USERS. ' ,AH 7. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD COMPANY: RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE NECESSARY FOR GROUND OPERATIONS AND'THE RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME. RECORDING NUMBER: 411867 AI 8. ROAD MA I NTENANCE AGREEMENT AND THE TERMS AND COND I T IONS THEREOF, AS CONTAINED IN KING COUNTY SHORT PLAT NUMBER 486017 RECORDED UNDER RECORDING NUMBER 8703039001. AJ 9. COVENANTS, CONDITIONS, RESTRICTIONS. EASEMENTS. NOTES. DEDICATIONS AND SETBACKS. IF ANY. SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE ADJUSTMENT RECORDED UNDER RECORDING NUMBER 20020702900007. ~ 10. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: VIRGINIA LUCK. A SINGLE WOMAN KBS I I I, L.L.C .. A WASHINGTON LIMITED LIABILITY COMPANY JUNE 29. 2004 ( 20040629002394 ACCESS EASEMENT BG 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: GAlUS S. BUXTON AND LOUISE M. BUXTON KBS DEVELOPMENT DEVELOPMENT CORPORATION MARCH 18. 2005 20050318000897 PLATCRBZlRDA/0999 CHICAGO TITLE INSURANCE COMPANY REGARDING: BP AFFECTS: PARCEL A PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1148732 HOOKUP AGREEMENT FOR GAS AND SEWER LINES BH 12. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: KING COUNTY WATER DISTRICT NO. 90 EASEMENT FOR WATER MAINS AND APPURTENANCES THE NORTH 15 FEET OF THE WEST 174.89 FEET OF PARCEL B JUNE 7, 2005 20050607001536 BO AFFECTS: THE NORTH 15 FEET OF THE WEST 174,89 FEET OF PARCEL B 81 13. AGREEMENT AND THE TERMS AND COND I T IONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: LLORA S.MAERTINS, AS TRUSTEE OF LLORA S. MAERTINS REVOCABLE TRUST UID3-14'-05 KBS DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION JUNE 21, 2005 20050621002061 TO CONVEY CERTAIN EASEMENTS FOR ACCESS AND SLOPE AND CONSTRUCTION UPON THE OCCURRENCE OF CERTAIN EVENTS DESCRIBED MORE FULLY IN THE AGREEMENT BJ 14. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: BK AFFECTS: PARCELS A & B LLORS S. MAERTINS, AS TRUSTEE OF LLORS S. MAERTINS REVOCABLE TRUST UID 3-14-05 KBS DEVELOPMENT CORPORATION AUGUST 8, 2006 20060808001642 . SLOPE AND CONSTRUCTION EASEMENTS IN FAVOR OF KBS AND CONSTRUCTION OF SANNITARY SEWER STUBS IN FAVOR OF MAERTINS I'LA:rCRB2IRDAl0999 CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULE B (Continued) Order No.: 1148732 BL 15. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: BM AFFECTS: PARCEL A 2006 032305-9269-02 2163 $ 189,000.00 $ 0.00 BILLED: $ 2,143.03 PAID: $ 0.00 UNPAID: $ 2,143.03 BN 16. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAI'D ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE-LAND: ASSESSED VALUE-IMPROVEMENTS: GENERAL & SPECIAL TAXES: BO. AFFECTS: PARCEL B 2006 032305-9270-09 2163 $ 131,000.00 $ 233,000.00 BILLED: $ 4,106.79 PAID: $ 2,053.40 UNPAID: $ 2,053.39 AS 17. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: KBS I I I LLC, A WASH I NGTON L,I M I TED LIABILITY COMPANY WASHINGTON SERVICES, INC., A WASHINGTON CORPORATION WASHINGTON FEDERAL SAVINGS, A UNITED STATES CORPORATION $ 284,000.00 .FEBRUARY 21, ,2003 PLATCRB2IHDAl0999 CHICAGO TITLE INSURANCE COMPANY RECORDED: RECORDING NUMBER: LOAN NUMBER: PLAT CERTIFICATE SCHEDULE B (Continued) MARCH 3; 2003 20030303001422 075-208-264442-5 Order No.: 1148732 . ,. THE AMOUNT NOW SECURED BY SA I D DEED OF TRUST AND THE TERMS UPON WH I CH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. AT AFFECTS: PARCEL B DB MOD I F I CAT I ON OF DEED OF TRUST AND THE TERMS AND COND ITI ONS THEREOF: DATED: RECORDED: RECORDING NUMBER: FEBRUARY 11, 2005 MARCH 17, 2005 20050317002221 DC MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS.THEREOF: DATED: RECORDED: RECORDING NUMBER: FEBRUARY 17, 2006 MARCH 15, 2006. 20060315001278 DO 18. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: LOAN NUMBER: KBS DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION WASHINGTON SERVICES, INC., A WASHINGTON CORPORATION WASHINGTON FEDERAL SAVINGS $ 2,850,000.00 OCTOBER 5, 2005 OCTOBER 7, 2005 20051007001585 075 207 309262-4 THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME CAN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. BE AFFECTS: PARCELS A & B DF MODIFICATION OF DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: DATED: JANUARY 25, 2006 rLATcRBurmAl0999 CHICAGO TITLE INSURANCE COMPANY RECORDED: RECORDING NUMBER: PLAT CERTIFICATE SCHEDULE B (Continued) FEBRUARY 8, 2006 ~0060208002290 Order No.: 1148732 AU 19. THE MOB I LE HOME OR MANUFACTURED HOME (AS DEF I .. NED IN RCW 46.04.302) LOCATED OR TO BE LOCATED ON THE REAL PROPERTY DESCRIBED HEREIN IS SUBJECT TO LICENSING AND TITLE REGISTRATION BY THE DEPARTMENT OF MOTOR VEHICLES PURSUANT TO RCW. 46.12.290. BA AFFECTS: PARCEL A Ai NOTE 1: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: PARCEL A: LOT Z, KING COUNTY, BOUNDARY LINE ADJUSTMENT NUMBER LOOL0089, RECORD I.NG NUMBER 20020702900007 . . PARCEL B: PORTION OF LOT 3, KING COUNTY SHORT PLAT NUMBER 486017, RECORDING NUMBER 8703039001. END OF SCHEDULE B I'LATCRB2IRDA/0999 CHICAGO TITLE INSURANCE COMPANY PLAT CERTIFICATE SCHEDULE B (Continued) Order No,: 1148732 AY THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: KBS DEVELOPMENT CORPORATION CURTIS SCHUSTER 2/2 PLATCRB2IRDAl0999" . 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: 2. Deductions: Certain areas are excluded from density calculations. These include: .. Public streets** /t'/ZIJ.Q square feet Private access easements·· '2t~/('::I.. square feet Critical Areas· e-square feet Total excluded area: 2. {&J I o Ell 3. Subtract line 2 from line 1 for net area: 3. C~'71 34& square feet square feet square feet 4. Divide line 3 by 43,560 for net acreage: 4. I, 9"/~ acres 5. Number of dwelling units or lots planned: 5. units/lots -----'''''---- 6. Divide line 5 by line 4 for net density: 6. 5. /1 . = ·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, wetlands or' floodways." Critical areas buffers are not deducted/excluded. ' ** Alleys (public or private) do not have to be excluded. R :\Pw\DE VSER V\fomls\Planning\density ,doc Last updated: 11/0812004 , ' 'f DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Wireless: 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 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section /)., I / .I "-"1\ ~ I 1:/ PROJECTNAME:~:;'~.Z~/,~;,·,~;r~(~~~'~_~ll~' ________ __ 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section DATE: -.L-/t/'+i-=u"..;,:;~/c.......?5o';t.i.J<' R~ ____ _ 7 T Q:\WEB\Pw\DEVSERv\Forms\Planning\waiverofsubmiltalreqs_9-06.xls 09/06 DEVELOPMENT SERVICES DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by: 1. Property Services Section . PROJECT NAME: 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section Q:IWEBIPw\OEVSERVIForms\Planninglwaiverofsubmittalreqs_9-06.xls 09/06 I Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Tuesday, October 10, 2006 4:01:43 PM NEW PROaE:C'l' CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Overall Point Number Bearing Description Distance 218 BOUNDARY S87°49'15"E 522.99 ' 457 ROW Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 296 S02°10'45"W 400 53.78 ' Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 267 N87°49'15"W 459 S02°10'45"W 381 N87°49'15"W 383 325.50 ' 5.50 ' 128.04 ' N01°25'01"E 140.01' 218 BOUNDARY Closing l~titude Closing departure Closing bearing Closing distance "Total traverse length "Total error of closure Error of closure in latitude Error of closure in departure Area Area Sta Northing Easting Elevation 0+00.00 187652.03820 1315351.78980 ' 5+22.99 187632.15179 1315874.40158 456 187622.29722 1315851.42577 ROW 25.00 ' 25°23'39" Right 11. 08 ' S10031'05"E 10.99 ' 0.61 ' 0.63 ' 229°10'59" Arc Definition 5.63 ' 187626.97506 1315876.62183 5+34.07 187621.34645 1315876.40775 5+87.85 187567.60534 1315874.36280 442 187570.26705 1315804.41342 70.00 ' 90°00'00", Right 109.96 ' S47°10'45"W 98.99 ' 20.50 ' 28.99 ' 81°51'04" Arc Definition 70.00 ' 187497.65711 1315871.70099 6+97.80 187500.32104 1315801.75534 10+23.30 187512.69800 1315476.49074 10+28.80 187507.20198 1315476.28160 11+56.85 187512.07063 1315348.33420 12+96.86 187652.03782 1315351.79634 -0.00038 0.00654 N86°40'26"W 0.00655 1285.80 (1296.86) 1/196223 1/3382132 1/196554 70191.130 SQ FT 1.611 ACRES 0.00 0.00 Centre Pointe Surveying 337019th Avenue South Federal Way, WA 98003 ,253-661-1901 Tuesday, October 10, 2006 4:01:43 PM NEW PROJECT PROJECT: G:\1459\1459.pro -----------------------------~-------------------------------~-~----------------CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated h~rein. Boundary Na~e: Lot 1 Point Number Bearing Description Distance 267 'N02°10'45"E 297 887°49'15"E 134.50 ' 67.58 ' 1]57 ROW Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 296 802°10'45"W 400 53.78 ' Center Point: Radius: Delta: Arc Length: Chord Bearing: Chord Length: Middle Ordinate: External: Deg of Curvature: Tangent: Curve PI: 267 Closing latitude . Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area Sta Northing Easting Elev~tion 0+00.00 187500.31884 1315801.75161 1+34.50 187634.721571315806.86590 2+02.08 187632.15188 1315874.39703 456 187622.29732 1315851.42123 ROW 25.00 ' 25°23'39" Right 11. 08 ' 810 0 31'05"E 10.99 ' 0.61 ' 0.63 ' 229°10'59" Arc Definitiori 5.63 ' 187626.97506 1315876.62183 2+13.1.6 187621.346541315876.40320 2+66.94 187567.60543 1315874.35825 442 187570.26715 1315804.40887 70.00 ' 90°00'00" Right 109.96 ' 847°10'45"W 98.99 ' 20.50 ' 28.99 ' 81°51'04" Arc Definition 70.00 ' 187497.65711 1315871.70099 3+76.90 187500.32113 1315801.75079 0.00229 -0.00082 S19°46'37"E 0.00243 365~84 (376.90) 1/150270 1/159689 1/444118 8354.993 SQ FT 0.192 ACRE8 0.00 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Tuesday, October 10, 2006 4:01:43 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\lA59\1459.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 2 Poinl: Number Bearing Description Distance 299 S02°10'45"W 298 887°49'15"E 267 N02°10'45"E 297 N87°49'15"W 299 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 134.50 60.00 134.50 60.00 Error of closure in latitude Error of closure in departure Area Area , , , , 8ta Northing 0+00.00 187637.00305 1+34.50 .. 187502.60032 1+94.50 187500.31886 3+29.00 187634.72159 3+89.00 187637.00305 0.00000 0.00000 N90000'OO"W 0.00000 389.00 (389.00) 1/999999 1/999999 1/999999 8070.000 8Q FT 0.185 ACRES EastingElevation 1315746.90933 1315741.79504 1315801.75165 1315806.86594 1315746.90933 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Tuesday, October 10, 2006 4:01:43 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\1459\1459.pro Coordinate values shown are computed based on the rounded bearing and distance, or dhbrd b~aring and chord lengths as indicated herein. Boundary Name: Lot 3 Point Number Bearing Description Distance 375 802°10'45"W 312 887°49'15"E 298 N02°10'45"E 299 N87°49'15"W 375 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 134.50 60.00 134.50 60.00 Error of closure in latitude Error of closure in departure Area Area , , , , 8ta 0+00.00 1+34.50 1+94.50 3+29 .. 00 3+89.00 0.00000 0.00000 Northing 187639.28454 187504.88181 187502.60034 187637.00307 187639.28454 N90 0 00',00 "W. 0.00000 389.00 (389.00) 1/999999 1/999999 1/999999 8070.000 SQFT 0.185 ACRES Easting Elevation 1315686.95272 1315681.83843 1315741.79504 13157 4 6 . 90933 1315686.95272 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Tuesday, October 10, 2006 4:01:43 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\1459\1459.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 4 Point Number Bearing Description Distance . 377 N02°10'45"E 376 S87°49'15"E 375 S02°10'45"W 312 N87°49'15"W 377 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 134.50 60.00 l34.50 60.00 Error of closure in latitude Error of closure in departure Area Area , , , , Sta Northing 0+00.00 187507.16329 1+34.50 187641.56602 1+94.50 187639.28455 3+29.00 187504.88182 3+89.00 187507.16329 0.00000 0.00000 N90000'OO''W 0.00000 389.00 (389.00) 1/999999 1/999999 1/999999 8070.000 SQ FT 0.185 ACRES Ea~ting Elevation 1315621.88179 1315626.99608 1315686.95269 1315681.83840 1315621.88179 .Centre Pointe Surveying 33701 9th Avenue South r~edera1 Way, WA 98003 253-661-1901 Tuesday, October 10, 2006 4:01:43 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\1459\1459.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 5 Point Number Bearing Description Distance 379 S02°10'45"W 378 S87°49'15"E 377 N02°10'45"E 376 N87°49'15"W 379 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 134.50 60.00 134.50 60.00 Error of closure in latitude Error of closure in departure Area Area , , , , Sta Northing 0+00.00 187643.84750 1+34.50 187509.44477 1+94.50 187507.16330 3+29.00 187641.56603 3+89.00 187643.84750 0.00000 0.00000 N90000'OO''W 0.00000 389;00 (389.00) 1/999999 1/999999 1/999999 8070.000 SQ FT 0.185 ACRES Easting Elevation l315567.03950 l315561.92521 l315621.88182 1315626.99611 l315567.03950 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-190.1 Tuesday, October 10, 20.0.6 4:0.1:43 PM NEW PROJECT PROJECT: G:\1459\1459.pro --------------------------------------------------------~---~------------------~ CLOSURE REPORT Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 6 Point Number Bearing Description Distance 380. 587°49'15"E 379 S02°1o.'45"W 378 N87°49'15"W 459 No.2°10'45"E 380. Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 85.50. 134.50. 85.50 134.50 Error of closure in latitude Error of closure in departure Area Area , , , , Sta Northing 0.+0.0..0.0 187647.0.9862 0.+85.50. 187643.84752 2+20..0.0 18750.9.44479 3+0.5.50. 187512.69588 4+40.00. 187647.0.9862 0..0.0.0.0.0. 0..0.00.0.0. N9o.oOo.'Oo."W. 0..0.0.00.0 440..0.0. (440..0.0) 1/999999 1/999999 1/999999 11499.747 SQ FT 0..264 ACRES Easting Elevation 1315481.60.134 1315567.0.3951 1315561.92521 1315476.4870.5 0.0.0. 1315481.60.134 Centre Pointe Surveying 33701 9th Avenue South federal Way, WA 98003 /53-6(;1-1901 Tuesday, October 10, 2006 4:01:43 PM NEW PEOJECT CLOSURE REPORT PROJECT: G:\1459\1459.pro Coordinate values shown are computed based on the rounded bearing and distance, ur chord bearing and chord lengths as indicated herein. Boundary Name: Lot 7 Point Number Bearing Description Distance 382 N02°10'45"E 384 887°49'15"E 380 S02°10'45"W 381 N87°49'15"W 382 Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure 140.00 67.71 140.00 67.71 Error of closure in latitude Error of closure in departure flrea Area , , I I Sta Northing 0+00.00 187509.77453 1+40.00 187649.67329 2+07.71 187647.09865 3+47.71 187507.19990 4+15.42 187509.77453 0.00000 0.00000 N90000'OO''W 0.00000 415.42 (415.42) 1/999999 1/999999 1/999999 9479.468 SQ FT 0.218 ACRES Easting Elevation 1315408.61638 1315413.93981 1315481.60084 1315476.27741 1315408.61638 Centre Pointe Surveying 33701 9th Avenue South Federal Way, WA 98003 253-661-1901 Tuesday, October 10, 2006 4:01:43 PM NEW PROJECT CLOSURE REPORT PROJECT: G:\1459\1459.pro Coordinate values shown are computed based on the rounded bearing and distance, or chord bearing and chord lengths as indicated herein. Boundary Name: Lot 8 Point Number Bearing 218 Description Distance BOUNDARY SOI°25'OI"W 140.01 383 S87°49'15"E 60.33 382 , , N02°10'45"E 140.00' 384 N87°49'15"W 62.20 218 BOUNDARY Closing latitude Closing departure Closing bearing Closing distance Total traverse length Total error of closure Error of closure in latitude Error of closure in departure Area Area , Sta Northing 0+00.00 187652.03820 1+40.01 187512.07101 2+00.34 187509.77700 3+40.34 187649.67575 4+02.54 187652.04087 0.00267 -0.00737 S70003'59"E 0.00783 402.54 {402.54} 1/51378 1/150700 1/54652 8576.928 SQ FT 0.197 ACRES Easting Elevation 1315351.78980 1315348.32766 1315408.61403. 1315413.93745 1315351.78243 Carrie Olsen City of Renton 1055 South Grady Way Renton, Washington 98055 CBNTRB.L· . . . . . P~D·INTE ~ ,~ Surveying, Inc., P.S. October 20, 2006 RE: Windstone IV Short Plat Hearing Examiners Decisions dated March 7, 2005, File No. ; LUA-04-135-SHPL-H. Dear Carrie, Enclosed is a list of how the Hearing Examiners comments and conditions of approval were addressed; I) KBS Development Corporation will obtain a demolition pennit and complete all necessary inspections and . approvals for removal of existing buildings on the site prior to rccording of the short plat. . 2) KBS Development Corporation will apply for an AdministrativeVariance for the front yard setbacks prior to recording of the short plat. 3) "No Parking" signs have been placed along NE 16th Street to ensure efficient emergency access. 4) The right-of-way dedications for NE 16th Street and Lyons Place NE are included with this package for review. 5) Access to the site has been established through the plat of Stoneridge I by the recording of the plat. 6) The secondary access for bothStoneridge I and Windstone IV are in the process of construction and will be comph!ted prior to recording of the final short plat·ofWindstone IV .. 7) A maintenance agreement for Windstonell has been prepared and is in for review. Upon acceptance of this agreement, we will be mirroring the documcnt and applying this to Windstone III and Windstone IV. Any questions concerning this item should be dire~ted to KBS Ill's attorney, Joshua Rosenstein at 425-454-3374. I have attached a copy of his October 5, 2006 letter to Curtis Schuster. 8) A transportation mitigation fee will be paid for a total of 5 lots prior to submittal of the final short plat mylars for recording. P.O. Box 4416 • Federal Way, Washington 98063-4416 • Phone: 253-661-1901 • Fax: 253-661-7719 9) Construction is underway and the applicant has complied with the measures for assuring . propcr Sitc prcparation ,General Work and Utility back filL 10) Construction-is underway and the applicant has complied with the DOE's Erosion and Scdimcntation Control Requirements outlincd in the Stormwater Managemcnt Manual. .. 11) Thc applicant will plant two ncw strcct trccs within thc fron.t 20 sctbpck cach lot-anda rcstriction and covcnant has been placed on thc short plat rcquiring the installution of said trees. 12) Thc Fire Mitigation fee of $488.00 per new sillgle-family lot will be paid prior to the time of recording of the Short Plat. 13) The Parks Mitigation fee of$530.76 per new single-family lot will be paid prior to thetime of recording of the Short Plat. 14) The applicant is in the process of amending the CC&R's of Stoneridge I to include the future divisions II, JII and IV in the maintenance responsibility of the stormwatcr facilities. 15) The enginecr for this project, Barghausen Enginecring, has designcd a Lcvel 3 now control dctcntion and watcr quality improvemcnts pcr the 1998 Kil~g County Surface Watcr Dcsign Manual. 16) The sanitary sewer main through Stoneridge I has been dedicated to the public. Should you have any questions or need additional information, please give me a call. Sincerely, St hen H Woods, P:L.S. ORIGINAL ~~ . BASEMENT Faa UNDERGaOUND ELECTRlf; SYSTEM lJ)..!~~. POI' and in condeSeration of nne Dollar ($1.00) and othel' AI,,?!.' . r,t::-I:t~tz valuable consideration, the receipt ot which La hereby aCknOWledged.~~ V I') 1 ~1I!J"~tp .B!LL N, SERRA AND "UnBID SERRA. hUBbAOiLAnd wife ~-~-----~~/lh--'9tlO' ~ ro;;;;;. .. btnlnl .... IIa, IlCIIIVIY' Ind warrell" to PUCJrJ' SOUND POWER ~ LICHT COMPANY. a Washlnl!lon COJ'o y~ A PGTIIllon ("Grantee" herelnl. rar lhe pUlpOiln herelnillM' llel fonll • perpelual ~lI84!menl IInd.r, aaou and over ,h .. rol· ,~~ IawIIIII dllllll'ibed real propel'l}' [Ibe ''ProJl4'r~'' hermnl_ Xi IIg ~unIY. Waahlaston. The South b4lt of the South half of the South balf of the Northeast quarte~ of tb~ Southeast quarter of Section 3, fOwnahib 23 North, Range 5 Bast, W.M., BXCBPT county roads and EXCEPT the followinq d~soribed propertyr Beginning at the Southeast corner of the North~ASt quarter of the South- ea.t quarter of aaie! Section], thene., North 65 feet along the Bast 11ne ot aald Section 3, thence Weet 670.02 fe.t, th~nc. South 65 feet to tt.e South line of the Northe~8t quarter of the Southeact quarter of said Section :t, thenee east along •• 1(1 South line 670,02 feet to the point of beginnin9.' ' 86/09.oIl5 . RECO F CASHSL 6.00 IU325 ... · .. +'~6. 00 11 ElIcepIu ma), be olharwl. 181 lorth herein Crenlee', rljhls abaD be l!XorclHC! upon Illal potlioll orlhe Proper1y (Ihe "RighI- 01 W.,,~ herelnl dlilcribed .. follows: ' , A RllhIod.Wa,. 10 Inlln wldlh havlllll 5 leol 01 IlUch wldlh 011 each aide 01 8 cenhll'- line duIaibed .. followw: !he centerline~f Grantee'. facilities 4S con.tructed or to be constructed. ex .. hded ~r~catad within the abuve, describQd Property. ~ _ ;or:.:::..... ' ~ =-' '-, E fiLED FOR RECORD AT REQUEST OF: _.....,;..:::;J~'"""' __ ' Deputy PUG ET PO'v\I£iI REAL ESTATE OMttoN .. ,..t;. PUGET fIOWSI BLDO. AllN: DICK uvWNS 1EUlWE. WAIHINGTOH 1I0OI I ........ Gnml .... fhall have ilia rtaht to InICI. uperale,mllntMin. repair. replate and eftlatlJllan andervround elllClrir. tnnlllliIaion and/or dlatrlbullan "'l1li upon .ad under Ib, Rlaht-ol,WIlY I_her with all _ry Dr convenienl ill'" ~ lbetelor, which IU)' lJIclude INt Ire DDlllmlted to 1M followllll!: undetlrround ClOndulll, \lIh1ea. eummunieiliGII 1m.: VlllltII, .. nboIeI. .. 'et., and IrandCInMI'I' IIId _'-bUried or sraund mOUllted !'ICIIIIl., YalIow'.I1fIlbe Inilial con· ft'Uc:tIoII of I~ fldilit-. Granree IDlY Inn 11_ to 111M ClOIIIIrucIlllch ad'1I'lonal IldUII .. ulImaI' Jequlre. &. "-' CrallIee eheU hive lb. rftIu or accea III !he RJabkll.W.y Oller aDd r.CtOIIthe Propert)llo enable eNnlOO 10 tIXlIr- dRill riatIII hemander. providecl,lbll OrIal" 1he1ll11111peJ118tl Crenlor far au), damase 10 the Properly caUJBd by the aur- t:&a 01 .Id riahl 01 -. . , .. ~, f.... r' .. Cl'llllee mlY rrollllime 10 dme reDIOV. Inlet, bush .. or other ot .. InICIIODI wllhtn Ihe IUi!bt· o'.W.)' 'MIIII)' I_I aod .,ada the Ill8iII-OI.W.)' to the .'.al re_lIIy ~ 10 eln')' aullha pllrpoees tetlomln pII1IIII1IJIb 1 horieaI, )II'OVtw, IMI fnlloWllII anr IIlCh work, CI'IIII88 ahIIl. 10 !be min' I'f>aSOIIBbly praeIIc:able. I'OIlar. the R1PI.of,WIY 10 Ihe ixawlldaD ,I _ ImlllOdlalely prior 10 IUCh -'-Pollowh" th. InIIaU,II011 of Crmtu'. undar8fO\Jftd IICIIt .... UtUtIOr IIIIYlIIIdtIrUIblll)'wdiaa.,. ImprwemenU to the IlJIdlelpinacif lIIe Rlllhkll'WI)'. prvvIded Ibal no If_ or otIM' p ..... _II b6 plec.d ~ whidI .would be _bl)' expollliva or Imprll:llc:al lor Crll'llee 10 removo 8Ild =-an:, ' Ie A' I' W' The I'IIhtllheNln puledlh,11 continue lIJI!lllUch lime .. CnmIH _ to !lie .lbe RI!hkll.Way fOf I pnIod of five ~1..-Ive)'lUl,1a wlI'ch ."lInllhlt _mtnllt..ll temlll10 .ad III rt,IIr. hotreWlde.IhIIJ r.vertlo OrIn-\ar. pravtded _'110 abaadDnmeI\t .. 0 he deemed 10 hi", D'X:UrNId by ,_ or Crealee', fllh.", to lalll.U)' turaIJ III rldllllet 011 !be RiIh~'WI" wilhln III), period III Ihu fran ilia dale hll'flOf. 7 ............ AIIIDL The....,. .. and obllp!lOlll 01 the JMnlH lIhall Illure ID the belllfli Dr ,lid he blnclina upon Ihelr ~. ___ .na...... . . KJ-ACOOl B60S261 235-12 .. ",." STA 111 OF WABHING'I'ON I • as OOUNTYOI' ~4 I CRANTOR· ._@ 4 'V ~ t4 4 it tOO#:) 8il H. Serra On 11\11 cI8y peno!Mlly Ippelred bef_ me ~ MP MILDBID SSW to me bawn !a !Nt Ih' Iftdl'fldual -L d .:lCl'lbed ID and who .. _ted the wllII," lind for ..... '" tnotruMm~ end acknowtedsed lha! • thft¥ .I""ad lhe .. 111ft.' thetr Ir. eM YIIluntuy lid and deed 'or Ihe llSet and PurpcMI Ib<lrelli mentioned. CIVEN under my hand and offlcl,1 _I d"~ day or ;-v 'A ) .. ~ ,10.Jl6._. ~,,-, .. tY &-~H.z./ , I SS I On It!b persollllly Ippetred berllre III. NOIUy I\JbIlc .~ fllr Ibe 81ale of Wuhlnllnn. ' resldl..,.1 ~..zC.k"L.M/ to me bIoY.'II be the IlIdIvtdual _ deIcrtbed tn and who _ted Ille within 8IId 1O/'88Dlna InI1rumep~ ,l1li acDowledpd thai die ,lillie .. ffe_ aM VGiunIllly eel and deed for the use. Iftd pllfjlOlU dI_ln 1Ilet\1Ianed. STATE OF WASHlNCTON J 58 OOUmyOF I 011 dIIJ ct.!' penontlly .~red before me ,111 __ . Notary Plabllc in and for die SlIle 01, Wublaston. reaIduIa al '----------~----- II> m. ImIIwn III be the \ndIvidll&l_ descrtbed ID eUCIIled the within IJ1d 'orllfjO'lII InaIl'lllllIlllL uti ackmwledawd that ____ eIBned the _ •• , ... and _1liiy ad uti deecllor the u ... and pllrpaeee tIIertIn menrlonecl GIVEN under III,. ha"~ UId olfIdal MalIhl1 __ ' _ dt)' .19_. STA"reOV'WABHINC'fON ) 88 OOUNrYOF J CORPOItATE AaNOWUDCM8NT OP ddt __ dey 01 • ,. __ , before me, , .,.,..eJly 8J1P1!1Ir'8II and _________ ~~--------------10 _ bown 10 be tIM ___________ .lId __ • Nlpldlvely. or " the Clll'pClltdon thai fIIICI tile I ...... ~ .., ....,."'~ the IIId iIIIIrwMIII to be die frtc and vaiUJItery HI and deed lII ... d IlDrpontioII, r. !be tIIId.,..,.-. tbenIn --....... uti CIII oeth IlII41d 1M. DlJlhorlred to "lICIIt, !be IIld 111II1II .... !be ... .cn-t .. the lIItpIIrala _I 01II1II CIIrJIGfIIIIOIa. NIIffty Pu.llc tn and lor tile 811'e III WNhiftllon, ~.a. ___________ . ____________________ ~ " . ~ r •• " I ••• ' - -' ~ .:.:.. , 1. [ASnl[NT NO.: 3-23· 5-3 PROJECT: Buxton-Serra EASEMENT I \ \\~~\\~~\ ~\ \\%CM'(\ ~ HltU \\\t TillS INDENTURE, made this ii/day of ~(.L~t , ifflte , by and between KING COUNTY WATER DISTRICtiO. /90, a municipal' corporation, King County, Washington, hereinafter termed the "grantee" and William M. Serra and Millie Serra hereinafter tenned the "Grantor": WITUESSETH: That the said Grantor for a valuable consideration, ($ ) --receipt of ~hich is hereby acknowledged by t~h-e~G~r-a-n~t~e-e-,-does by these presents, convey, grant and warrant unto the Grantee 'a perpetual/temporary easement far water mains and appurtenances under, thre.ugh, above, across, N the following described property situated in King County, Washington, ~ together with all after acquired title of the Grantor therein, and ~ 'more particularly described as follows: 87/03/31 REel) F attachedCASHSL iri~02E ~-"'-~ t'-(ly.' SEE EXHIB IT II All The Grantor warrants that their title is free and clear of all encum-brances except:_, ____________________________________ ~~ ______________________ __ If the property of the Grantor at the time of granting this easement is not platted, but is platted p~ior t6 the iecordihg of thi~ document, then the Grantor does hereby authorize the Grantee to add to this agr,eement the designation (Volume and page, et cetera) of such' plat. The Grantor acknowledges that part of the consideration being paid by the Grantee is for any and all damage resulting to or reSUlting hereafter from the possible interference of the natural flow of s4rface waters by Grantee's digging of pipelines which may disturb the ~il .. , _ composition within said easement. The said Grantee shall, have the right, ~ith0ut prior \~stitution ·of any suit or proceeding at law, at such time as may be necessary, to , enter, upon the easement for the purpose of constructing, repairing, altering or reconstructing said water mains, or making any connections herewith, , without incurring any legal obligation or liability therefor, provided: 1) The Graritee, Water District "0.90 will restore Grantor's property to a condition as good as or -'.-. - ~ .. ~""""~ ......... _,,.c._:_ .. ~ ....... __ ~ •. ...,, ... :." .. ~ .. l:~:';:;~~'""';;~"'I"~i ... ;.'~ ... "::,,.--....,.,.;...~~.;.t.~ •.. ;:!-... ·~'-i""":'''-''';''''-''''''''~'''''''';:''''~''''''''''="'''' better than the premises were prior to entry by the Grantee, Water District No. 90; 2) The District will exercise its best efforts not to damage any private improvements on the ease- ment herein, but if it does so, it shall repair , and/or replace said improvements; '3) Restoration --replacement --repair --shall be completed within 90 days of the date of ,any entry by the District and said 'restoration --replacement-- or repair will be of a quality and/or quantity that is comparable or better than existed prior to the Grantee I s entry upon the easement.. 4) The above set forth conditions shall apply not only to the initial construction but also to any re-entry by the District that becomes necessary for repair and maintenance .. of the ~/ater line on said easement •. 5) Any damage and/or removal of any ornamental tree, shrub, fence, or rockery shall be replaced within .the aforementioned 90 day peri'od by the District •. The Grantor shall retain the right to use the surfa~e of the easement if such use does not interfere with installation of the water main. However, the grantor shall not erect buildings or structures of a permanent nature on the easement during the existence of the said easement. The easement, during its existence, shall be a covenant running with the land and shall be binding on the successors, heirs, and assigns of both of the parties hereto. day of ~ITNESS WHEREOF/q~~ave set our hands and seals this;(~~ ~~, ' .. . .' WASHINGTON) 5S )1: /]7~:.a,..,:; /:J?t ~~ County of King) .·'Tt).~.elh ~ '. STATE OF GRANTOR Ie; 5'6, the undersigned, under my hand and .... " .... $e •• _· ........ 1 ••• ,._,,. ........................ , ••.. _. l .. ' .... __ ........... " .............. ~.i-, .. :'O' .......... , •• , • , ;"':' ,', ., . '., ........ ..u:.,<--:"--:.,. .•.. -~. ''';' .. " "~.-" ~ .. e:~:,..~;=~ .. '_!r~~~;;~~ '.,~._ ,,;., __ ;~.~';;:;:,~~~-';'~~~'P;~""';;.;L":':<_~~;::'~'''''J'''';=~~ . -~-. . 1~ - --"":--:: WATER DISTRICT NO: 90 .. EXHIBIT "A" EASE'·iEN1' NO. \'lill iam (oJ. Serra Mi 11 ie Serra 10723 14 a ttl SE Renton, Washington 98056 A POR'rION OF TIlE S 1/2 OF THE S1/2 OF 'l'Ht: S 1.' 20F THE NE: 1/4 OF THe SE 1/4 OF SECTION 3 TOltmSIlIP 23 :-1, R,\NGE SE, W.~1., IN KING COUNTY; Br;GIN~ING AT TilE SE CORNER OF THE NE 114 OF THE SE 1/4 OF OF SAID SECTION 3: THENCE NORTHERLY 65.00 FEET ALONG THE EAST LINE OF SAID SECTIO~ 3; THENCE N 137 49' 08" \v, 30.00 F~E'f TO THE ~,>/EST HAHGIN OF 148TH AVE~·lUE SE; .THENCE.N 87 49' 08" W, THENCE S 01 25' 02" N, THENCE N 8749' OB" ~, THENCE U 137 49' THENCE ~ 1 24' THENCE S 87 49' o a" ~'i, 49" E, 08" E~ THENCE N 01 25' 02" E, THENCE S 87 49' 00" E THENCE S 01 25' 02" N, 640.20'; 65.00' ; 224.38' TO THE TRUE POltlT OF aEGINNPJG 427.99'; 15.00'; 412.99 t.; 144.05'; 15.00'; 159.04, TO TilE THUE POII·.j'f Of OEGDI'HNG. ::~::Il ~ ~. -"' ~ -.---: ,..-... ::; :? ~ ~~ . ... .J 0" , -" ~~.' j ;~~ ~ ~ ,~: ~~.: :: :.~: t~: . ' .. ... ro< . ..,-·-_...,r~--.. _--"-'-._------~---"'- --_ .. ----_ .. -.. ------_ ... ---~ ..•... -. -', -. r >-0: C(, o Z ::J o m o OJ d z o :: -"' .-.. .. ' \ " \ \ I r.IAr.CY. 1111:t"'l\l~C"';:ID-~ I I .1 (M' .. QO ..... LOCATIONI I I ~---. \1'·r:.:M~D C"'P IV/ Z· [\.0. A !:'!'Y. I I I I 1 I I I \. .( M:,' .; .. , . . : i . ..:..:-:: ... . ~ ::-- :3 ! ,. I' . j ,.,tlI- , " .,~ '> i . -:1 , .1 • ~ •. j 2 1'" t I' i I , i , . i l' ~j. II /. . r l .: I 2 . -~ ... ~ .. _. ~-.-. ---:--~~=====.= ... =--= .. =. ==================~~~---~ /;::: . • ,1fIIf I::" "',\:. Stone RI~'~~;;'~ qlf~,te;;':" '://' /',:'/' DOt:l:'CIIAt "';""".)< ,;." ,;:::: ,;,/ ProJect. 2300 Tax Parcel 10# ~~~~~_~-+-...;-.....;;.. __ ~;:.-~;" Grantor( s )"""KJ;lS III, LLC ...,/ .' <::.:·:·,:;''''\.l'/ , " . ./ ;":',12~~Q NE a1h Street, SUite 10~"\""''''''''/ ,';::' ,J:';' :i/""""'"'''''''''''' " ..i/'" /:, Gi~~::;;s:'i::: ~:~:~;:':::E::~:TRICT N:":O (':::~':/i{,::'~/ ,,ii "::\1' i':/ }'.' ...... l····:,'f: ~~ '.".""..... / (.// ,/,,/~~;~IEMENT FOR EASEMENT .r "~,' .. >".":;'.:'" '~. ,'. ':":" ",l."::.~ '::. :/ :,',., '~'. '~. THIS INOENTUR'~':"m~'~e JhIS/." III ~ d~y::6f /"'~\A.0C , 2004, by and between KING COUNTYWATER:':PI~tR.ltT ,NO~/90';,::a mUnicipal corporation of King County. Washington, herelri'a~~r ~~rm,~d tl,'l'e "¢ra0te~\', ?ryd)<BS III, LLC, a Washington Limited Liability Company, here'inafte(ter~~.g;:fht:/'q,iant6fsll •. ':.::: " .. ...... ·:::··.·.,.WYrNE:~S:~T~' .. ···'!: :: .... \. That'the said Grantors for ONE DOLLAR':"($'{~) .~:~d .:b~h¢(~J:lu~6~e··~~·~'~'I:d~ratlon, the receipt of which IS hereby acknowledged by the Glantee~f d(i~s by,~:·-tf)es~ pr~sents convey. grant and warrant unto the Grantee a permartenfea.$ement fqr·.Water ;lm:lln~~,:·anq appurtenances under, through, above, and across the fpllqwl~g $e~bn.p~(V: property:::, <p •• " ...... ::. situated In Kmg County.Washmgton. together with all after a'c-qUlfi3d htIEf·.qfth.e ~fantors i:/,,/i therem. and more particularly descnbed as follows \':"':"""'" ...... ,)' :/..:.:. . .. :':/:'.< :;~:): Page 1 of 5 . EXCISE TAX NOT REQUIRED./ .'·OIlJOsiU4 ,;'.: Y r~lnJ C 'nee s DMsion .' .... :.'. :::.'" .::' : ,i ./ "',: BY. • DePtrty:::'· .;. :;:? :' .. ' F I002110014o\E.scmenlslkbsesnVlI 16 emd 070904 DOC :: .... :: /.~-, .~I' .... :;/: ./" .f .:: Easement No 3-23-5-16 \. :/. .::,;, ."..:' .i/:::::/p.t~.~.:L DESCRIPTION ~\ ·\:: ... f .. /' .• /' .lot 3 of~Klng County Short Plat Number 486017, recorded under Recording \\..<., .. ,. . .•.• ,'/ /. /,:':Nul~b~.f 8.!O.a.Q~.900 1 and ,corrected by Affidavit recorded under Recordmg ."~""'~' .:: .,. NlJmber..8706260:950. . ...... , .• ,,::, ' . . ~: .r 16<.?EiHE}~:·VYIT~ t9~:'Wes~,j428 00 feet of the South 330 00 feet of '\""":'/' ,:lhe.:N~Jrth~:ast.;.qua,:rt~:r of t~·e·'·So.~the-€st quarter of Section 3, Township 23 'North, :~:Ba'ng¢ 5 ;Ea~t. VVIll~fl1etteM~.rfcllan"iinyK,lng County, Washington, EXCE!PT':lh~ North/16o;.{i)if)t ther~Of, "r . '/. EXCEPT tha~.,~·ort.f6n ~Y·m'g\vlthlri:)h.~.·::soLth half of the South half of the South half of s~'td"s'ubdIVISloh, "/":""/ J' "':::,. AND EXCEPT coun.ty r0;ids, / ..... :.:i ./ .:. . In accordance with/bect~e .qLI~tfng:;.fI~I~'·in··kliiftCOU~;tY:'9ause No 86-2-22118-2 entered· March 12, 1987 Ii .;." .:" ",:" ,",' ::::::. / EXCEPT the East 16LfOOAeef of .s'aJ8 Lof'3\= .":,: .. /::::.:,."" EA~.EMENT DESCRlprl~N<""i/" ," .' "'·'''/i·/i,'' //''''''''''''i T~~; p:~;a~ of Ihe abOVe-deSCnbed~~:::;"~~'~rd~'}D';~~:~~ f~llo"(l/)i ~.' ::J;~:. .::: /' ./: ;,/ :/ ,/" :/ ,:,the North 15 00 feet of the West 174 89 feet 'the;redf, ,,"'."""': ./':' ::" .. /:TOGETHER.\AJITH the West 1500 feet thereof \:'.,,::""'"'''' .:,.;;'.::,i: ,,: ;.,,': .. /' .;::: .::., .... : ........ ::;: .~. :.;' :::." . / ,:' ,J"/' ./,:' ./:' .. /: ... , .... " ..... "' .. ;.:...... ;'::':,:::".:.:' ,/.,;' .:,: Th~ Gra'l'1tcsl" waft~.nts that their htle IS free and clear of all encumbran~,s,;,except '::;"::' ,,; .. r :/' ... ,/ .... ::~,; :: .~:~ . • ' ..... ",0 ... • ".~ I •••• ~:., ":. (These blanks s,houl$ be either fille(! In ,~nd 11'11fli:!I~,d by the Grantor or x'd out completely) If the property of the Gra~{6f13":'::::,',;h:e,ii:~~:,i~f :ci:;af:inl~k:i~ ... ~:lasement IS unplatted but IS platted prior to the recording ohtris d¢cu~en~.;: th¢i1 ~he G-rantors do hereby authonze the Grantee to add to this agreement the t!eslgnatlon:' (volume·f.md pag·e •.. etc) of such plat ·:·'·· .... ,,<7 .::" .::." :."';; .r .... ,.. . \" The Grantor acknowledges that part of th€):··cp.ri'slpera.t'lon::belrl'Q ·pald.:by tbe.J3rantee IS for any and all damage resulting to or resulting herea,ft~l fro.m tb'~ p¢ss!bl!il"interfenmce of the natural flow of surface waters by Grantee's dlggln'g:-6f PH)e .\1he~:·;w~i~h m~.y.f)lst~.rb JQe 5011 composition Within said easement ::",:, .. ,;", .' ,:' .,; ,'.:,:"::)' /.,: """;' F I002110014A1F.asemenlslkbs esrmllG emd 070904 DOC . , ...... , ... ;;, ,,:' .:: (:,.',':.::,.', .. ,:,://'::,:,:"" ,;':;, ........ , r·" ...... ·.:.'· .' ',",;:' .. ':' .. ::: .. "'\ ,.:.:' :/:".,,':/ '::. .~. .~. " : I ;:'. :: ...... ~,' .:' .:' .:: .::::. .::;: .. :' " ::,/~/GI2(j~~ .. ,.:.:f :;",,:;.,./"'" ':', :~'. ~ .. ,,' ,' . . J' .' ,/" :)/ "': ... ::'" .:::' Page 2 of 5 . " ·/:. :/' \ , .:: :~;. .~.~.:: ,/ :~. :: .J" The:.' G:~a'h:tee shall have the nght without prior Institution of any SUIt of proceeding at law, \: ..... / aVs.dch .:tll'fi'el"-·,:as may be necessary, to enter upon the easement for the purpose of Easement No 3-23-5-16 ,:,." ,961J~tru:ct'fl9, r:~palnng, altenng or reconstructing saId water maIns, or makIng any .. \:... ,./·conneetlons h$reWlth,·Wlthout incurring any legal obligation o(hablhty therefor, provIded "'I . ..,.. ",:' . ,:' ,': :: .. ~ ,1"-• ':'. . " .,.,.... l~) f/' r.fi'~ d:~e:~te,~;·,¥.V~·t~r P',$t';';~~"~b 90, Will restore Grantors property to a condition as ····<,/~Io~.cl ~s 9f b¢tte( t~~an try¢·';·'pr~mls~:~ were pnor to entry by the Grantee, Water :'D 't "t N:: 9r..' :: .. :~ ":,. ,,' .)' (2) (3) (4) ::' . 1$ rt~ 9 .\&, :." "'~: ,r ':':"'/ . ,,/t ... /:"':':; .. ;'~;e 6:i·strl·~~·"~Jf{.'~xj;~'$"·i;'~~::·b~st:,j~ffOf·t$./hot to damage any private Improvements on the '~'asEi'ment' hef'eln,.:,:buL.,e I(~foes so, It shall repair and/or replace said Improvements, ::~:::, .... :,/:/:. .:./,/' :/~/' ::::/./. }:/:::/ ...... ,,, ... , .. :::..... .:/:::"f Restoration, replacem~ht, gnd iep~}ir ;shall .R? cdrnplefep/wlthm 90 days of the date of any entry by the Dlstrl~y'alld sg-idlestp'ratip.n,}rep.r~~ement, or repair Will be of a quality and/or quantity that{ts .:tompa,rable 'or' q~tt~f th~O,. eXisted pnor to the Gral}t~e's, District's, entry uporfihe ::~as:$m~nt ./"./ ,::""" ..... ':::,:.'.... /':":,:.. . . . /:: .:~: .. :\,.. ':":~,:, .:.>:. /': .f' '::::'~::1:1"'1"''''':::';. ';:~~.~ ;.t'P .:/'/ T~~ above:'i~et forth conditions sha/l"app/yo'n9t oplY Jo,,,t.he .. mrtlal.iicOrtstry'dlon but aJso t~):·.:.pny te-entry by the Water Dlstnct th~:t b¢cQmes .D.~~ess.~ry,.::foriepalr and :maln.f€m·ance~:of the water line on said easeme'ntl {:: .{".J .{' .. J' .J' . / .... ' .. ~/. ./ ) \:. .' ,........ ,:;/ ,;:=./ .:1/' (5) ,,:;. Ar)Y dafhag~: and/or removal of any ornamental tree, 'shru,o, f~nce, qr rockery shall :./' q.e reptace~f ,«ttliin"the. aforementioned 90 day penod by th:e::DI~thct::: .<:\.:,:. ;~:~··~r?h';.~:;:sh~Hnet~:ih the right to use the surface easement;;;f':~L'Ch use does not mterfefe .. ,wlth'" th~ Ig;tal.J~tlQ:~, .,.I'ep'alr:tr,lg, altenng or reconstructing of the water main· PROVIDED the ;'GraDtQr s~.a-IVnot erecf:,bulldlngs or structures of a permanent nature on the easement dLit!ng 'fhe ~1,~ten90"'¥ sa.id ~a~~ment " ... ··::r. ".;i ::' J,r '::"::,,/ .::' :F The easeme~t"dunog It~ ~;xlste~~~, ~ha" .f)~::~ covenant running With the land and shall be bmdmg on the sucd~ssors';::hel($, an:d a$'signs of..l?oth of the parties hereto '.::,:::,:",,.,,,.,.,,,,""., ,:' i(' .,/ /. ,/: .Z·· .. ···,····'.::: . • ', ~'., '.t'· ,:' .~.: :Y .:' ;:' ..•.. ~~. ;.;.,.~ ....... " .' .... " ............ /;: ,:' .:' .' .. ':'.:. ',:' ':~":'" .' ..... ,,:{ .. ".: . .. r .. ········ ••• 1' ,:,j.", .~. .' ,,' ,/ 8/512:~'1 :/;: F I00211001481E:asemcnlsll<bs esmnl 16 erne! 070904 DOC Page 3 of 5 ::. , ~:,:; : .... ·~.:::~ ', . .. . ~. .::::, . :: ,\~{" ~ ./ :: " :.~." ,~\' , :; •.... ':':~:~. . F 10021 I0014elEosemenlslkbs esmnt 16 em<! 070904 DOC Page 4 of 5 .,' .' .~. ::. }:: .. : .. : .. :: ..... -. :: -.' :: .l~' :: :!~ ... r.········ .... , :: . .~" .' ........ :: .. r ,:'i' Jd . ' .' .' 100 W&x STONE RIDGE -OFFSITE FILE F \21\148\ESMT PAGE 5 OF 5 ... ~. ::\,.: ..... ... : ::'" . EASEMENT NO 3-23-5-16 ,.' '~" :: ( ... • ,Ai; .• .,., ( .:: -:' :.: . . \.::: ....... . ... :.:::: .... : .. : . .~ .. ' .~ .. \.5: .. ;:.' .. :.' .. ::.- .::.~. .......... .:. .. :.' :.:.:.:::~-..... ~. ......... -:: ...... . 8703039001 54 -28 :::., ,/':,KING COUNTY SHORT PLAT NO. 486017 ~l..~ 114 CORNER (EXIST MON) ,,;:' '-.• ~. I I . .;: .. r ....... A PORTIDN Of SEC. 3 T'w'P 23N RGE 5E ! .,: ,.:~,...., ..... I .. 5: :':. .... .. ,.... }: '~i~ :: ,," 1292.48' 01 .-~ •. 1.1_. S~.$?&.I".; JJI'I. !::!I"''' :. ",_ -k.-~.· >10 :: "O"".'lg!tl :. .{~. L~~2v,.. 451.98' <~w ::'.. ~.... : a:1M .... " I,' .. ' .~ _: • , , I:z:: :: ...... ~ : .... 2./· .~~I2J.' LO-T 3 .".\ III : . 9~2' LOr 1 :'~!..2a-'3"" . : I:;;.~ MERIDIAN KCAS ~ :" «?' .:1\1 1~·:BUIl..D.:~--· T .::, ~ ./ / .:~. 223.23' -.-. . -q • 181 • ~~ ~ ·'54..66' c,"\ lor.r:! ; ~ t~~;h':S,~F:£I.;127.9<iP: ~,,,,~ 1Io.D6-.,,,,,, , c. 3,. D ,'",188.23' N It';'; 4r~.loI -____ ..,:R1v"ATt"'RDAii' _-I -• SCALE,I'=IOO' o 100 H8.V 200 5._3 _ ... ;. ,:\ .. : . .;" ':"-':::: , ~--.--". ---~-~~Iti:L;. J~~~l ~~_Ltf'~7A~' Ol!;t ::~.::)~~~\lAY----'''~,' " tun ".4::;'0 81 ~ ~.., s.'-I.'.:!p'ft.. j~'I.~~l.J:i:" ------------i Ut JJ CURVE DATA .;,,:-r. ~'r~:col#.n ~ ..... :.' ; ." ,f~' :::.' .... : .... ::; .. " II I IJ I [ " , r 0,.' . + i2."677' :' :n-#~~lTf~ D"~!NIf/ ...... .-£. u...r.AU I'\l.II1.l .• 'II ... ~l Pwt:.lIlTS tlln CURVE RADIUS DELTA ARC .:. le!e'IITI#. WOM.:UCdUIII6 .;;. .:: ~ ~t ~"""*'I. loc-rn,. '-'01;,.:-:';,!": -'1' ....... .-.-n •• '''~~ ... u 1. tM SE SEC. CORNER NO. feet: •• • feet .:.. Df.rHlt StlO~r:·'L,Ir. }~. IW .. \-:"!~~~J'u_",~.... '''/~'!:I~,:-u.!':::~,'''''''"_h. (EXIST. MON.) .' ..... ",:,. .:': ). ~:::~Mht jaOr ....... 1o ;:;-;:;''':!.!...r '., C:!:. ":~::':-:_""ilU'-.:Ho. ~~!1; __ ._ C 1. 65.00 W,t""N4, r.'N6Cd1irTy II-S ..... fUS1e/ll$III1.' •• (? T# •• -r-.. t!";..r~,:.T';'~!·""'" I","" Nr.c..h _ "lh~~~~.="s, .. ~-, -tI· C 2. 95.00 lUlu. '"~'. IUIMr~", ••• _rJl'c,,~~ -'!.t.1I6 .:.' :..~ =-"':'!":a.~I:C .n UIoI .. ;....:: :.w.;!c}~ -: :~.;.&II'I ~,. IIINtu~. !". C J. 95.00 TrI~ ~.,,, .. rl ~$ ~."T .. '.4D'.W'TIh'4 #If. "'_tt"~ ""IIEi..s,·.,q IQ~ u;" ~,.... """,11141 .... t tj,£ h .. ,,-, 1 ... ·~"lI~L.~v.n t.l . A P PRO V A L ~ER,"c.6 ", rtJR n •• ,l.n :UtA;".<~} .. r.':$ .:~' \Iourl JIJ.t ., ~I"" "k.:':;'~~:;:r '''K~ .t. '-~"';u"It:;:!';::I;::'~ lAl1' ;' r-~ ~. ~~.gg .sUIT PL~~ ~ .:.~. f~;,u.~'~";;"lO't"'I ... ~·~"_l:~\ltaer~':.DIeINlHC. \ -# ........ I C 6' 40'00 ':;. '.: .. .?t;I;-~i!: ';;'=,=:-.. ~':'=, ~j:::="'~:~"'I~:.·:'!.-;!"'";.V' '1 .. · .. " o· _ ..... C 7: 25',00 53 34 37 60.7B S3 34 37 8B.B3 53 34 37 88.B3 53 34 37 60.78 '>0 00 00 31.42 '30 00 00 6<!.8J '>0 45 50 3';1.60 : .. '::'.;. . =~~E~~~.r.:~~-:~~r::'-;;:1~~4" .... : .. :.:~;:-3/'~:'-'::;! .(,., ":··, .. ,,:~HORT PLAT NO 486011 ::::-;;,::-~:::, .. "'::.:.:r, ....... .;.;;..--·:. .... ;.;~-... S'::·'L'AND '~lJRVL'iOR .. tERTIFICATE T 23N ::' 5E '::'. =:·t!~~~~fm!·':1.~~C:,:!J.-="~·J.~~I~~~:':: .. " .. " ....... : i:" ~.:-~ :r • __ .:.:.R. __ ~':':":" "t~Q . CQUNT Y. WAS HI MGTON :';·!~:;lr:.!::::'~,=~1f or ~'::.J:'::t! ;:'~~!!:" ..... ~r.-~ twf:.. I he,.eby.:ier"tlfi'~ 1:hQ1::;kt Short PlQt 466017 . .\\ '.' :'. ~!:; 7"1 .... tah wi .. , .,:,:::;:::=" ~,.. .... ~. Qh sS.rc~~!~ .. :~s bQse~.~'\Jpon :.o,."n Ilc"tWll survey and subdiviSion 1"~:(" .~cc_ ~!,.!.~W.d.? ~L a.h"~~, !;"'it~:;i~ ,:,:':;'0:-' ,-11 .... llhJ'~~~.'~·;:~= .:.,... c.llll9 rtat.\·:of Q. P.o,...tlon::.of Ses~n 3 rW'P 23N RGE SE. \01 ..... . ~ ... : "'iC'ar~t.". " .... :.: !! ~ mllll'~. put: '-~ Mthpau at 1I~ c..:'. I:~L~: o.nd tJoiilt tl:\e dlst~~c.e.~ (Lnd courses shown .:.: .~: Qre~ 01 ,l-ap fiXI eo-&nJcv DlPela$lll*lt: Jhi .. ...to41.h. .::. th~'an ore COrrQ1;t. '. t ./,/' .. /.;:' ;:1:;.::::;:-; ::::': ,-: .:": ::~.:::~-::: :=:=:~'i.~.~~I"' .. :~~:: ... //' A~vE. .Nii~~AN "L~\\'\ C:> ko' ...,:", ... ,..... ,': .' .hfb.!c,; ~ ilf!U...-d'" ' ... i I 'u.. / ... ,.... .;~ cert:}io. ~175 C' j . /. .., ........ ) ,.'. ~ '.:. l' I \ ) .' """:' ··'···.·.~~~fJ/~' /. .~gu. ~J~ ,,·~~~P-:IU: 'DJ.jdOtlt~:r, i... .' '! ./. .:: ':::'" Jo,:: :.' J:' ::: :.: ._ ........ \ ........ AN EASEMENT IS HEREBY CiRANT£lJ TO KING tOUNTY .... ~'"~:-.~.. .:' p.,.n~r: 01 r~~'c JIor~{ ~ ... ~.i'· I ••••. : •• ~~ .... ~PRo:.v:!&~~~~ r~ ~~~ ~~~s . £~n~~It.~~-, tbJf Ir~' dall 01. •.. _ 8.5 .:.::. DETENTION F"ACILITY AND CONVEYANCE DLTCHES- ':0.. -' 1 ><a",,,;·" .:~., .,/", ;j;./ r."':."1f~':'''' ~~~ ~~";Jrr~~ ::'~~JE;"tNTA!N£D ·ccol"d ., eM ....... ! ~. ~ .;'!:' ,.. :':' ::' ~.;.~~Y O! • ::': BANK OF CONVEYANCE: DttCH£S AND })RAtNAGE \lAYS ~&t'k~'-lS~'" :. : .. ' ··'·· .. oa ~ ., Io"'~u:t ~r..s .. tAh _ J,,:III£.ltr'ct BY RESTRICTIDH NO STP.UCTUR£. Fn..L OP. CIBS1llUCTmN .... -ARA • ~.. :·~ •• :I ........ ::.. .~ ..#i4!t!K{.~~~,£1l~",ltctt~ '<i£D .uc"t';d~ ~~~n:~TORNO~v~~T~~t:P~~D .:: . D.p.l"f: .... ' 01 oUse. __ u-::. '-"'::' ·-Zilft9:.~!:~'.~~:!r;::~~d ~~:~ .=:::-.:-~:: !i~ r:. ~~~~St..~D B" ... . '::'.. &1 ,," ~rua. _A~i'QCWoCl.·:: .' :: ".:. KIJ«i CQlJNTY SUfit'ACE V~rER ~ ANi) i ~ .. a.r.AH.ttd .p;ro~ Uu. ':: .. ~ -r .,~ 01 ••• ~. COIVtll.';'g,.,.,~· ~ Oft~C:L'd u~J.;·Ul. ~",·Ol~. Bun.DING AND L.vID MANAG(H£NT _ ,:. F.:.I!. !9:J.:J:' "4,:: :: .:. .f) ".,' ~'. tIo •••• .: ••••••• ,,': .:' .. -....;a---J l .:. SAID IUISDU:JI'fS 'TO TIE ttAIYfAut!JJ. REl"AIIED. AfCU/OI. ;; ... ~ ... , fL-T1I-<'. t2.",':>S~ "'. . . .:: .. ::{,\.;n:.~.~... IE!lCILT BY TW< OWY.llS QF TI1l< , .. CELS IIAVIIiC ...... L 8 B&tndiPlQ" land oa.~b .... uor '.:. J'" .:-. .:. '" v...~,Sll'~. I"!~uil . '::. ACC~SS TlID.UiOt AND THEil eUlS. ASStCliIS OJ .. 110 xc ~tJoGtw,. Etdg \... 1M ~... ..... . .. ,., t': .:' :' •••• .:. SUCCKSSOilS. UJlt.lOS.S AIIW UNTIL SUCH KOAU$ Mil: .. s.attt. .. bJrillgtcn salOl \. • .• J.....:t ........ , ~ •••• .-.\ .~ .: lUfI.[d~0S3 RIllf!f~ .UD ~"'Oiet .; I!'IPtO\U':P TO Uta; COlI'NT1' STAJCDA.IUlS AHD .u~ .DEDlCATm tlepvllf oUi_".41" . ~.' ec~l.tC1fS ••• "'''O.. .'. .: :: :. A."IU ACCEPT!D !lY KL"fC C(lJKTT FOR !tAI.!fTtMA~. uCAi. D€SC1WJlON -I'.';' ,'.... •. : . . ';:~~··~" .... ';(~·).t J.:' I f~ta AV~t:.s:c. ;; /. , ....... _w ••• :~.::;.:. 1'. • ~I ..aJ.clI a4,Jo144 t13. Mm.}~t _blfi ___ GCO:; t"....ilc.h.',_l~,.. IE .: .r· ~~~;. A"FF.Et!T1N6- -rotAL J'AltCEL 1'HJ:: S 1/2 Of' 'rUt:: S 1/1 OF THE S 112 Of" TQ£ Nt: 1/4 Ot' THE SE 1/4 Oll' Sec'rIOO J. TOWNSHIP 23 N • .RANCE ~~=.!!::: t.~~:a~~1:;~U,,:.;~1.:;C;;~: .:::' SEEAA-1OAVrr •• B~7.Z:~2.'4,50 i~1h4 :. ::::.~ ;:c:~.:~.:~:~:~~:!·:~::i~:;.~~~ .. ~.:i£~;$:·~M:~:~.:f;~:-~~~~~~;!~~k~:~~t,~:,N.h 15 1ill:4/0~ 66t opoo... IIU' '-'''''. ,_. t4""~ 41f &.er-." Io~ _.' .: kr.~u. .... I'''', ~"ut(!y • ~.lo"·I'U .. 't/. : .'CIN.,NG AT TH. S. CORNER O' Tl1< N" 114 ;r=Eh:~~~lr:~~ ~.::~:~~g~~ ,~( . :~::":'-:"., .. ;,:./ :::.:." .:~>'" .' ...... \. . 5 E. W.K .. IN UNG COUN'tY. WASHItKiTOd EXeEn COUNTY ROADS A..'fD IClCE" Till! VOLLOWING DESC~IE~.i::~ PAHCt:L: 1l1.:LT"':II..,.,. • ..,.~ln.u~' .... ~T1AIln!lltI(MI."·n.JI11""",..' ....,.t-... I'I:U'O:oU t .. 1'lIU~ "LoU D .a:CII:I£II urc-3I 01 11M: <DIlITT .hoiUJ .... ~~~.:.;"'"'''' ~~.:r· 01"' 1'1I~ 51:: l/~ Oi"' SAID SECTION· J; ~~;~:.:~;M ":;'T;*,:~~~;j !~; ~~~~:.:::': ...... p-oJ_t ~t! "~~a::: '" Jt~.IIC CouCt, no .U_I L=p.","_at·::. RE CO'R-D.E R' S:. c;E Fll.i"fICA T:£ S1030~iJooi .. i~:cgvlf~~~t::~~~a~JFeET ALONe THe EAST 11I:1".1io: .. ,;., .. ~I"~'''~T' .... ::'.}IO .... I. ~~~:.,!!:Il~:!t:t:-~.:c:,~~~;:'a:-.!;!;;!~:::...... Filed tor.t"e,or~:tni,".....aLda1 of.: ""AlIt. ·:·,.Wp :.t. THt;NCE N 87 "g' OS.W 670 20. f'vt:... ...;UtLIo~.,.,.. :,1~:;th.V"'Tlfo"·: "WI, ':~l"I':I'TIu:t:l 110.'1, .... " ta •• Uo~ n..a:. f!oIacy -.4 nudUU .t.plIUeah1! so ... 13 "': •••• Qt~N.l" Vol.~ot Sur"l' on.Pg.·· ":" 1"HtmC~ S 01 2S' 02-"': 65:00 FEeT' TO THt:: :;~'"':"'~~:I:: ~~~;."~~~;I: :=~!.s":"~::/~-:!~~"C;::!t.:r::.~~ t::·J=t~:-1I.II C:;~r:"u.."A ···' .. lhe I"eq~&t of .:: .•• -:., .::' -:~.:. ..;:~" SOUTH LINE OP 1'HH en; 1/4 0' 1'H£ SE 114 Ot" u .. -.1,1(111.. ~ of p:r~rU" pU"'C1c-1pa.l1q 1a Uot to-...ta.o* DI'IlSIOJf OF RE~ORDS a ."£\.£C.TI4US .:.' :;: OF SAI,D 5ECTJQ:I l; ~~~'Z !:~~~I.TII::: ~,,:: • ...,.III" IU fInIlT ~~:: =.~~~=:~~~!~I~~ ::~"!;:~ :!4!~ JANE HAG.UE :J' JAA.tt~ S. Wt!"KS .,\"\\ :.~ : .... ~. ~~~o g;~~E~r:l~tg::c B SAID SOUTH LIN=: 620.20 ItrJ·h .. J:;. nt' .• !Ho: f"tol.Wf"i' • 11'/""111'" II',. ~ ~1-, ••• to,. u.t ~ gaoll pn-AJ.l. .... Ngr;. .-.;~: :s."pt. O(:"R.c.ord~· :.r '"i {",,,5 --.,.;.;, ... 01' .... ...... ,,,,.,61 .. ... , ...... KING .. :...... •• ~ 1.\ 486017 )l.2 1/4 toRNER (EXIST. WON.I COUNTY SHORT PLAT NO. iI!' . ill" '~"1 II PCRTIDN Of' src, :I TVf' 23M Ie;( '5£ I' .. I,: r • ~9C01 §I~B '-I!I'" ii.":·!! •. U8#.SYa~, ... , ... "I11". !:!I~'! C_ .. ~SI.98' .% , _ m .. 3· \60' LOT 1 ;~21t'<:r-v , I:; -: c.1o-----~ . ,--~ .. '!:, I / 223.2 ' , 1.. VA "'- MERIDIAN SCALE·I'-IOG' o 100 KCAS H&.V 200 ~' (.\." -~1884?3' N 8r.9" D8'\I 451.98' ~'~Rw.D .... ,----~ • ~~~~~~~~~Wti!:r;~~~i~~~~~T~R:I'oC:T~II~ JJ~ N 87".9' 08.... 64020' III II' U-<3'1I -= '/ ",,1 lI'!D II __ C 1"' .. -, .-'.-'-"-"'---'-."-"-'j-, .;-;:, -,,-.--------i ~ ,"Uf' tUlVE HIlUM D£L:TII . ARC CURVE DATA ~ .......... -. S[ S[c, CDRN[II NIl fRR' '.' , fn' llTiJAlfwr,. an,.,..'" -.-, ~I ... .."t ., ,.." .... "." ... t ... , ... _ ............ -•• , MU-.tl -IIIIt (EXIST MON.t UTZ."' ...... UUUtM ::: ~ :::.: :;:::::::; ::":.:!~ .. '. .. .. /!:!.::..~ u"':.!*::'!. ~ . C L C2. 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FOIl OCC[SS TO n£ STDIIII /ltT[JIflllN f'1oClLlTT AND CDIIItyNICI: DITOC:S. .. M10i1MM I!I'WUlLD1NG srrlAD' IS TO It "'00" __ ~ n£ _iNAGE f'AClLma AHU tOP rT ..... rT &;OI\!ty..a: DlTOo£S AND _IJIOIZ ... " .. s .., II£SlIUCTDI III stll\.CTlJlt, f1I.L IJl ~ DI lNCUIlIlNCi an IIIf LDIlTtll ra /ltCJ<S. .... nos. I1ITIIJILII!JCiS DR QVtlIIWGS Pw..L. It PPMl10 J['IIUIII l'£ IlJII..mICi srr ..0< LKS AS _ '" THIS PLAT • IM.£SS APPIIIlVtll ... ta!Ci twNTy SIJI".a: ... 4n:a ~ ..... aJILI)IIIG AND ..-~ ......... ..".".".,... a a,t ... .,. AeJ--___ ........... eI.MW .... iaN ~.., .. ~. Fe.., •• :ia~.a.. ~-~~ .. IL..m 12,b¥e= . ~~ .... ~~ ....ID ~ 10 1& u.RfAbID. Ul'AIUD. u»/Ia UlUJLf " "' ~ 01 ... tMC&' _w.S ...... .ani 'I1IIUJI'II ,. ...,. .ua~ aulClll • ~. ua.aa .. UftJL -=-.... All _c"'.uo; ....... ..--... _--\.l...W'& -.-......... w~_ $IA!S3 _ .......... 4. J'&J·r ~. (::IEIIa'frou ... ...,.,cno-_J. ,na --.... 1 ,Ie ......... _ .. , of lit:-AVC.S.~ .... ~, .. , ...... J-, .. 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J ....... n _u-e.r U* ~ .... ..t, wt.-c,.' ... lu ,-"Io" ......... .,.... .... 1_' ..... a-au. c:..tJ' ................. 1& ............. . .... __ f.' ....... ~ ......... ., .... , lM ,'*'" ... a.m -. _ -mr.:::--........ ~ .,... ... lUll .... dna ............ c.-. ... aU ~ .......... , .. ...,..~&UI"'''' 1""''-.. .... .. ....... -'-~ ...... w1. '" I....,......, .. , .. :::::,..:::::::.: ==-.. ::.::".-h.~ ......... ~ . .. ~ ": " \' ,\1 IIEC;ORDER" C;fRTlfIGIITI Fi ... forrlC'Of" 'flil __ dG,. of~.I'-al_-in VeI. __ of ....,..,. -'1·- ., t •• rlq"'" .f Dn/IIIOII (W UC;O" • ,~cT1Olll \, .'" ........... .- .;-.) ~, . ~C~ty . lulu, ~ aDd RIIICIURI'I DepanmOllt /~ aad ~ De' .... I1111 ... Dimioa .• " 3600 116th I'It'O S<Mlth.... . -'" a..~~ •• W •. ~~;"~BOOl'i.l400 .\ .,:-:: .or ~I" I,Qt 8 laiC 1/4 89c 1/4 89c ";~ .. ' \:....>. ~.v ' .. ' . :;;:;.::!::~:::;;)~<::::':~:.(:~:'~:~~:·(~::;::::~~~~:r::n::;:;::::(~·::.::;(.;ii~-i:,;:~:·:n~.~~:.~:!~~~iUi;:~~;~((j&0~'~T~1;:i/W:~(?;:(::k:::::~::;:.::: ::'::::::;. ;::::aOUNOARY{1;,CJNE.·:1:!AO'J.\JSTMENT;,\:: :~t1tj11j;n'i'j~~11:!i{!~:ji\ri~.~e·t.~g.l~t' !?:'N 'f;:;;l\;!~~~)iii;:\\;;!:J\\'::;r::\~;; . :, . ·:~1~.: .... \ ........ , ............ .. ,',I.'!I ............ _-_ ..... Boulldaty ':'."":"1:." .• " ·Y ·1 I .. -~ .. :..-.,.:. .. -...... . ~.. ; ......... / .... : ..... ':; .. \,~: ... ~~.: ...... . ... , "'::.:,:.:. . ... ;: ... ........ .. ' ..' .,,:, .' .. ' .' • ...•. /:~ .. <" ,::-.; /:.. ... '.' ..J: ....... j LE~~ 'b~~~~'~f~2 oJ ;';~'ii,:,~:,f,:'.,)/" .. LOT 12 OF ~~~'G···C·~~~,;~.,·:~~~·~f' l?d;'/ #:i:·;~i:.O.l7' TOGE~~ER WITH THE EAST 164 FT. OF LOT·····#3 OF Kr"NG .... COUNT'y sHbRT PLiT/#486017. • <,,' /.,,i.J ,( ~" ":~"'.:::"":'.,, ',~:~<:';~:~,.:~~ .. :,:"'} , ..... ::>' .... ::;.:.: :":: LEGAL .D~~C.Rt:llTio.N OF LOT .3 LO~/···~r;·· .. 0;:'" Kt~G .. .:"~OUNTY. .... SHORT .{ ';':: :; ...... -; .. :'" 164"F~.: .. ".' ./ "::: .• ;.i~'?",<.~" "~: "::';,.:,) .. :: .... ,: ... ~.: ... : .. :.~: .. > PLAT #486017 LESS '··Tfig:·:: .. EA·ST .::" .. !".", :. :~.: .... ... -.... .: . .r: t" "':'- .. :. .;:". .} }. ,' ....... , :.::'.:~ ..... '.' ........ .:' .:'. : .. ' " ..... " :' ...... ": , i< ":.~" :,:~,:'~:" ,/" " '::' .... ........ :: " .: "0 0 .:,- .':.: ........ _6.··.. .: .. :- '.:.,. . ' . • ~ .. , • ,0" ;: .: :: ' .. ;":' :::." ...... \ W· ,i ,:~" .• ":':~ .' J ,. .~:' ..o,,,: :'~.::'" .. .;~::! .-...... --_ ....... "i ~t" of •• J 'II IX ot~ ,,~P.d&~ •. ",.10" 401.'" .., f'f' -.. -_._---_ •••. -........ .•.• /". ~o ~ .----••••••••• 1Yn. a0-109 ••• --·_--.·--,. Q., ............ _-... . In"ft-.-..... . ( 0(1 .. r· ..... ' ............ . r' ,~ .::-" . ~.:: ::{ .:.: :.:.:':;: :.:. "':':.",~., . .-~" .. """. ·._~::'.:.. d<. 9 O..il Q 792 90aOQ7 '/"/,::," ,";;~ BOUNDARY LINE ADJUSTMENT NO, LOOLOOS9 [/s7::'l. }' :.:.//:':::': .. @ A PORTION OF THE NE 1/4 OF THE SE 1/4 SEC. 03, T. 23 N., R 5 E., W.M . , .... '. /:,;: ... :" ..... KING COUNTY, WASHINGTON ,,'., .,.DE{~~~TI6~:··:·;; .~~:.~.: ........ "....... APPROVALS: ~~_._I ~~~~~f ~~N-1=~~ ~~~5E~~~~~N~~~~~~£~6H~E~~~~~f~~~~_ ..... _.Dapa~ .. t.T~nt of DeveloDment and En'Jironmenta! Sef"vices BDU~bARY LINE ADJUSTJoiENT TH6RtOF.:PuR5UANT TD.f!CW:C / Approv~I"'tnis ____ U.y of (' hAMt< A.D •• 2001-:-"'" Se:·'7.040 ~NO DECLARE THIS·ADJU!HMENT TO .1lE·11iE. GRAPHIC'. ..:", •. :.,' .·r -P.EPRESoNl:.inON OF .·IHE SAME.' A~D' THAT SA-tD ADJUSTMENT IS: .:.,.. • .• , .. ,::' ~~~IR~§:f~F T¥~'/~~M~~~T !~~If~E~&:~~~ .~T~A~~E-::=: .. /,. -t ...... SET OUR HANDS .o\NQ .• ~~A~· :.\\ ... , ... '\ .... /:." ..• <.,/." .... :::;:::':;:.. ./<:.~·'··.·)~~;::·:~~:TV DEP~Wn.,;;tH .. d?AS"~~SSMENTS: ~ a ~ .,:, .. ,,~ .... , .. , .:" .:":. E~mined •. Qd '1P'pr,,~;'d fn;l! • ....l:l1..-Uay 0' ..,3;"",..,\,'1-'--- Milcred Sarra :.: .... :. ..::...... :;~~count.;sJ~~~~· OSl30;'''''':;03SA~ 2£O¥ t qual 'fl~~?L~' ~ {~~:niJtoc.~,.iil ,:./ .. : ~t' M{~'le ./.'::'., ... ·,,~":1:t:1Jl,fu .,(/':')" OLD LEGAL DESCRIPTIONS: lor 111: en".pAREEl.. 0323C15.9035) THE ~TH 155" FEET OF TlIE SOOTH A95 ~EET TO THE NORTHEAST QUARTER OF THE SOUTHEAST OUARTffi OF SECTION 1 TCJ)fN5H!P 23 NOR1lt.. RANGE :s EAST. N!L!..AMETTE Jo!:RICrAN, IN ICING COUNTY. iotASHINGTWO. LOT x: {TAX P"-"CEl.. CJ23OS. BO.4Ei TH HALF OF' THE NOHTH I'W,.F OF THE SOUT!"I HALf OF rN: ST 3UA.RTER OF THE S()./H·!E..l.ST Q'..ARTER CF SECiION 3. P 23 NGtTH. PANGE 5 EA.5T. \lfll.J..AMEm ME'lIotAN. IN UNTY. )jASHINGTON; THA T PCFlTItw THEREOF OE3WliIBED AS Fou.~s: aeGINNING AT A POINT ON n-£ NCRTJoI UNE OF S4ID SUBDIVISION IIIHICH BE~5 50lJTH 01'a'0;:' lEST 633.39 FEET AND NORTH 89"37'311' WEST :;0 FEET FROM n£ EA.5T QUARTER OF SAIQ SECTION 3: THENCE TI1Er<C€ T!£>.'CE ~ -37'39-'29'02--"g'OO· ~'02· :JOfEE TD THE POINT OF BEGIN1'1IING.! , .. TY ROAD, Ilfl121 ~ .~.. K~..ng Coun,.t.y AssesStH" :.: -DeputY .• Ki.,ng Cuunt,y Assessor '.::. 3'- ACKNO WLEDG EMENT: ·:······:··'<:{~PRD~i:"·~CTE://·'· :/:.'. /: .•.•• , . ·\;:,.,: .. F ... /:.":'".:.~~".'" ~~;~~';~:;~:;~~ ~!g;; tET~~~~3 State of ~ashington } nus 1'if!.;Quest_~ual1f:::J:es for ::exemptlcn uncer-~'J.ng ~uunty ..... .' NORTH, R.l.NGE" EASr. NLU.AMETlE MERIDIAN.. IN KING CWNT'f. __ ~) 5S Code 19A':-2B,":" It dQ8S not ~urantee ttlat the lo~ .:. •••.••• '1IIA5t1~I1GTON: ". County of I hr1.rSJC4l1 .::,. will be 5uit:acle fa,r. r::evel~a:.en,~."1'!f}"" or in tne .. ;.future./' ...... EXCE t'.~TY ROADS .;:'-':~:., to certify .ih~t'~~:··i;"~5 a5~ day of !~~e~:~:11~~~~~~:~t~~~~~:s~r~~i·f~~~S.i5b~e~'i~ ~~e .:,::~ .:~,': .. :::, ........ L.qT}= (T~:~~ 03n05.~~ .. /.' OM' 1 , .~. ··2Q.0.1.· before me, tne under the same ownershil?. . ... 1· .: •. ' .~: .,0','0' LDT ',i-.IJ() THE··~AST ~ CF LO't.:::i KING COUNTY SHORT PLAT .. ~~~~~. ~~, ~ ~"~8~~:l~lit~~~r::n:~~:~~~:e::e:ne---.:,. .............. . .... ...-:.:.. . .. : . .:--': ..... , .. : ..... hl .. ···~····:·~_~~f~~:~~:uo;~~~Bj~~~~~Y· person (S)Who-:--exet:t1ted t'Sb~egio:>i[tg_ -dedic:a:t ion and .~:" .. _ .. :. ....~ •.•••.. -..•.. :: TOGETHER trUTH THE rnll.OWING Oifso:lIBED PROPERTY IN ,lCCOROANCE a'Aejlea~~~e·t~Ji~'l,.v~~~~tar:v 'act a~~9~;~d t~~HS~~: ~;es .. ::~::: :;:; ~:: ............ #.--: t!~~QU~~~1I~~~~~NG~~~ira7~T and DurposeS .J.!lereln me~Yi:oned../ :.:.: NOTES: .:':'::. ~R~TCFfl.40~b~~~r~AR~THCF330SE~i~N~. ~~~EW "itnes~:.·my hand a?d officii3,..!: seal the: .... aay and y~3r ..••..• :~ ........ ;~:.. HCI=I,{k. ~ 5 EJoST..:R'tW-AME'TTE MERIOIAN. IN KING CCI.JHY. first aoO}~.wrltten.:::.:'. .:/ .;.:::. .-........ : .. -:.... 1) Subject to an easement 1n tailor of Puget So,:,nCl Power "~'.:.: .• ~NSZ NORTl-4 16~'FEET THEJEnF. AN[) .'. .: ~. .•.• .:'. & Llgrlt ComDany (Puget Sauna Energy) for utIlity ··:''EXCEPT,:-''ni4T POATtbN a: lYING WIi'I-lIN THE SOUTH HALF OF THe :·AN···D .. ;.,:"EA·"C. .... ~: .... G"·EE ... ~ .... .;. #. I ".,' •• :. transmiSSionloistriaution systems ana aoourtenances SOUTl:I:}w.F OF T~ SOUTH HALF OF SAm SlSD!VISION:: .&JoCO , 6. rY.C HI· ... ·... '.':: '.: as constructed or to be constructed. as fHell unOel" EXCEPT'1fj,tT ~TIClN n£i=EQF LYING MES~i=l..Y OF THE NORnERL.'f : Nor~.PUBUC! • _ . ... •.• ::" ':: recoruing numtler 86t:>8151325: SaieJ insU':'rllent dees. ~r~rti:tci~TL~I~ ~o~~~~~ ~~~~~ , ST.1,rEOf'W$~ ,. Notary ;G"tiliC .. :.I1'1 and f the ;.':: not proviae enl?ugn lnfOrmatl~n to grapr,l:::ally depIct ! "'~&cnC<i~{;'DJ t SteE.~.& washi"ngtc~EeSiding.::: .~: .. _ ..... e~~.I!l~nt on thIS surlley . ... __ ~ ..... ~~n .. ~u_ .... n,"~"""'~' ~YM~Q ~ .:. '. ..::: .: ...... ~ 2) ·subj~~f·.~o arainfleleJ easement. the lo:ation of WMlcn (ALSO ICNONN "S L.OT .... KING COUNTY BOUNDARY LINe AI)..JUSTMENT APPLI:4TION NUJlCBER SS2L.Ql01. RECORDED UNDER RECORDING NUMB~ 920910tD22.) ~:" :·:·.!I ........ ...:"· .. /: :::.. ..~~~g~~r~e~:p~~,~~i~e~iP~~~e~§~~o~g3t?iie~U~~~~r oer ':.:~ ... :. .~ ..... : ..... -:.::.... -:.~ ...... ; R~;.dlng :~. 9~!!.~HO.~.~~ .. •·• .. :::h,;.. ...... , •• •• .. • .~; ~.(/ 3) ~~~l:~;.e&~~~oKl~~nt~u~t·~n~~~~~~~ya~e~;~i~~~g~~: ~~l:~' ::. \.. .. .. : •• uncer recor~~g no .... ~7030350?~: ..•.... ; ... :: '. ':"4') ·'StJ..Qject to:..f.erms qf'5od conaitJ.bns of I(.ing CQtlntv BaunCiary .::;:: ... :. ., ~a~~3~~~~ent ~,:?. S92L~}P3. fll.~~·un~~t rec·~~~ng ~~. ··:·'~·:""'5(··~ubleG"£·:to re5J'yatiOmJ.:·~nc 2x:~~·ti0I1~:·:;:mtai~··#£~·· ~~~·d···:. TOGElHER WITh AN eASENENT FOR ROAD AND UTILITIES OVER THE SOUneALY PORTION OF LOT 1 AS DISCLOSED ON THE FACE OF THE SHORT PLAT. from NOf'~"ern PatH.ls_1=Iailroa~·Como~'Y. flIed under-recorcq-!'9 no. 41~.B07. .-:. .. ": .::. .: ..• # •••••••••• :: :i-.. ·-····· ...... . 6) Sutlject···~a roat1.;ma:.;i:ntenancs· agreement ar.!l~·terms c.Qntalned '. __ r.d and official se~l toe day and year" in King Carim,,/" 5J:lp-rt ?lat,.:Nc. 4.86017. f~led under: reCOf''jj~b •. no. 6703039001. ., ...... : .... ,:' .;.:' ;.;: •• / :.,. "" .' n. . . ~ ii • -.-}.~ \~,.~~L~Ai ,~ 7) ;~~~:~t f iYe~ u~~~~1~~~~~~~~r!~:rg~;~~9~2~~ .. ~PlsClO~~Q on ::::: . ·'<·r :.~::.' ...... :/;.:'. . ..... .;.:':::: :,:' ""~./:' .. .. , .. ' ._ ..... , ...... : .. >:. .: .... :. .":.' RECORDING CERTIFICATE: R..-cording No. iFI!COfDl"'l"eCardt."IiI~ai,o'~ ZOC2.ilt/L~~ I e..M. In DOot l2.l of St,ri'!!y, ,~ Ptge~ at tnt ~e:st. of . I~E.lllf'S%I' LAND SURVEYOR'S CERTIFICATE: Tntl Boundar, Line MjustAlmt ~t1, represants II IIlIP !lade IJy -··-~·-·ZL • F'ede!"!ll ltiiy.::!~ 98003 I.. . . ,. I. : '.. . P . t (253) 661"1~0I-....... •• """,·re. .:. ." .:' '.,,----om e ::' .I!tlS Partn.~s ::' f' g S . ":';' .;:'2505 e~.T Red RCIad #212,,' ;>',:,.:~ ~ urvej'1Ilg ..... :.::. Bellev.';';. WA .;·~a005 :~. • :;; KING COUNTY ::-WASHINGTO~ ~ '.-':: .' :. l~b IZ~ 1ff:~,~1«>, CerUflene fC. 223J8 ~,n;f S Woods 3!nI:ij!. N Lar-san := mlll. July 03. 2000 1459 SHEET 1 OF 'i}..~:::' ""'" ~F,;":;~t459 DNA :-:, .. .,/: ... ~ ,,,-0:'::-' .~.:. .J':':'~~~" -:-.:- .:,- _'Co:; .... n ::" BOUNDARY LINE ADJUSTMENT 9.::JCJ 00 '7 NO. LOOL0089 vou,1li:/'PJ.C£ IS"J .vDo .II .;.: -. .;:.-. .,@~ \\",,'~t:", j//'''''' ",i ..•. .. :-.' ..... ,'" .. ~: A PORTION OF THE NE 1/4 OF THE SE 1/4 SEC. KING COUNTY, 03, T. 23 N., R 5 E.,W.M. WASHINGTON East Quarter corner Sac. ~f Twp. 23N .. Rng. SE .. W.M. • ... , .... ,-'" ~ .,,; ....•• .. ·~~2~A~F~WW~~··· .. ·····~'"-·::. --':'. :.': (f ,: . .J""}'::::. . , .... :r:. t .. :: .. 5' WOOD F""S1, S' WOOD FENCE . ·~~~;.7·~r'~:·,/· R--'t,',:,~',:" ~iZ:~tT "~" ,1 LOT.X··~ :;: 6' wore FENCE ~ ~. sa7 ·.g·15·E Found "X' in tOM stone to monument 0.6' W ;Jf 4" x 4-rut fence post ~ t;op of di ten.. ~ '22.39' ~I "f ru ru I X ,CUNE OF IE 1/4 OF SE 1/4 N.LINE OF 5 155'. SEE NOTE H I ",T L.V I , ,,:;:::~~~:~ ;,.~~,/:,!i,/"i::::~':? S~9'15'E 1292.55' / U~r~r. 0/1 ""'".,1-.. ".'" .,:., ~ .J'r£I ./ ;;: --, --T\--~r"'9't!'E "'52.!. "':-:. .;:.-.. · ... :··1 w ..... : .. ··· :";" -, \ (NB7 "g'06'1II "~1.9a· SP) __ ~.:: ~-: L \ 0 I ryr ... .: ....... j .. :-6) ~:8/-F--·---------o_~ ___ L I..VI I . -:.-> LOT Y ~~( '''.J!'6!.'~'''''·!S'E 22323' ~ 2 ~!L}Q~tE ~-==--:..~~--:.-------j I ~ . --~----, .. , ---"-1..l'.¥ "'.53 .... ·26·j(53.,.·37 ... ' T' --__ =---L--=l L..... ;:' 587'74 ~1~'E 223 I -52.J~:~.a' r 30' "cce..ss EASEMENT~ ----r--I ~ I S.LI~ OF NE t/4 OF SE 1/4 :-, ~'T"'''''i-v ~t: 31 '"38'59" ~-~'!E OF PER au NO. 5321...0103. 10' INGRESS. ~ I ..;..; ,,,,,,,,,,,,,,,'~~<"":,~i:i~:::,,/~~~,:~:~~;:~~ o 100 200 ! ' ! Scale: 1" 100' Notes: Easement. .. Nott:Si' ./ .;:. .;r .,~! "" Leg~nd: 1) ;1) 3) This portion of boundary estaplished by King County Superior Court Cause #86-2-22118-2 entered on March 23. ·1ge7. . There is a gap oetween ttle north line of the souttl 165 feet end the north line of King County Short Plat Nt;). 486017. which was platted to the sub-division line. The north 1 ine of 'the south 165 feet was h~ld far: this Boundary Line Adjustment based on King County Superior Court Cause #86-2-22119-2. entered on March 23, 1987. A different section bre~kdDwn was used for this BLA than the section breakoown used for ttle original S:,ort Plar.. ThiS. and the use of proration, explains the differences-· in some courses between the original Short Plat and this aLA. 1) An easement f~'~"P~~';~":'~ound ~~~gy.e:~·ists Qti ..... parceli: '.~--""·_:.S -Mo;-~ment fou!,d. Visited October 15.1998 !g~s i:a~~~e~i;;)f~a~1~!21~!~~e~~~~~.~~e~~r~~~:~~g9~§i!"~5. :.:-}).,.. «:.f\~eb~",;,·fth"r;~(}~Plastic cap stamped ~;~~g;~::,~~::~:~~;.",,"::2":"''';!::i/'<'''''''''''':'/{?';''':;::~''~'~~''':'i ,:"".,»--..... ;:. 6 C tr 3:JS39 iif.b. '''Que South . ~Dm --.;.' " .' ;/' • en e FedenU 1f~.,1':A. 98003 ,.' J..'E-S{';· 03, 'm3N, ~E;-i' WM P . t (253) e6i~\'OO~.· .. ,'·· """!l''''' .. ,. ...,. : ";':' --om e .,' ,l,BS Part'l"r.:: .5' • ":':. .;:12505 B!"·j Red HO'd 12 I,!.;:" ~ SurveYIng "'.:,'" Belle~ti;'. WA .::9S005.(· llR41linw: S WOODS ,~ .. July 03. 2000 ~ l' -100' CEr"UJ ,,-N Larson .xiII!!).: 1459 DbW;C !WO! 1459 KING COdNT.y~:·:·WASHINGTO~!/'· SHEET 2 OF \~ .. ?- .: ........ : .. . ,/"·,······1'·'· /:'1. ;" .. , .... <{. ~ 1.6 . ~ ....... , .-:.- .: ..... . ,--'--'>@-:~-_-::-,': ... ,/.'-0 f'·/'-·:·~'-:-':··:::'··· ::::.~.';.-...... . ..... -::, .~ ..... , . BOUNDARY LINE ADJUSTMENT A PORTION OF THE NE 1/4 OF THE SE 1/4 SEC. 03, KING COUNTY, 90000 '7 NO. LOOL0089 1. 23 N., R 5 E.. W.M. WASHINGTON ..: .•.. ~.~~. ,.1' ..r; ....... -.. , .If :. ......... " .. -""" .. , .. : ..•...• ... : ...... :.:.:. . ~ .. ':: . .-: ... ::.-........ ~t' _\ ,\" ........ / .. ,.-:,i' ···:-. .... ::·:' .. '1 .......... ··: .. ,1.--· .. :=:/"-, .. ,/: ..... "::"'~:: /i:-" .' ~ ...... , .. ,,:: ... :.: .....•.... "/ •. ":: .. FO~d I:lras~.·d~sC _.in con ... r::ete ':"~'; g: .. :-found -X' In 10-stone st"IIIj1~.'! 4/3. In~"sed. :~. -<0 I .:'. . .. ··········",·.,.monument 0.6· W of ~: x •• ~ __ ~~ :.~ __ : .. = __ ,: .. ,~.8.7·26·02}:.'V "-:.~~02.~r·· ~e~:~ .. post @.top ~r~:.::~;f~ _ .. ,_.,:.,', ... , .. : .. , .. ,,: .... , .. ,:\ ,~t~~~~:5~~;""::;:':;', '::::',~;,"'i' • ii"" ";:'",idCi(" I d, " .... --... ::.: v ~ ., . . ':,:,.... • ... , ::' .. :,._. ,i: .::: .•......•... _..... I S8l ·.9·15·E 2545.07" I w ~U~:?:::~ ,,~~~:~;~ ,., ,:;;".,,:t:::~::i;~;<'://"\,"},i'> Ii i :. :! by field tf"aVerse utilizing a one (1) S~Gt"\ol..tn-eOdOlit~.: .::: .~. ...:-.:".-.: ..... :....... I I . with int;gral electronic distance measuring meter :. =.:. .: .... .:" ...... South quarter corner :e (GeOOimeter t?00). anq Real Time KinematIc (RTKj / Stati~.. ".:; ••.. ~:..... ..:" :--.:" -5: '". t Sec. 3:.. Twp. 23N.. I ~ I Global POSitlon.:.ng :lystem (GPS). Linear and angular .:. . .. :..:....: :., ':'. Rng. 5::.., iI.M. Found closure of the tr3verses meet the standarcs ~f WAC ':'. ..:'. ..;. .:' .:' .: . ". 3-brass disc in 2) ~:~~:::::9~~Mr tMn those Shown may exist on this site_ .... :-.,"', .......... , ... .-" /.,:. {( ./< :::::. .,:/: i:C''''''-:~~~'-r . ~ Only tl)ose" which are visible ·or having v~5iDle evicence ;.: ............... .:: :': ...... __ .~ ... _.~. _______ _ of their "installation are Shown hereon. '.:. ..... .:: .:"'~ '''-:'':. ;;~. SaS-l,!"!'j!9-E 26A4.64' 3) ThiS survey represents physical improvement !=,,:1nditions as .: ................... :;~. /.: .::' .:,:' .) .... ··:.--.SOl1theast corner Sec. • they existed OctaDer 22. 1998. the date of tnls field .. :. :. .;' :.:. :..... ::.,,-........ ~:T",p. 23N., Rng. SE.. W.M. :~::e;~liance for legal descrlceions and r«ordea ... -.. , .. ,/. /.: :c··:: ... J:'-.J':: .J.' :: .. / F,~.~~~_."""""".(\;.,_.:~~~'S'd. 4) VOU.'l.1E/PJ.f:E' I~a o1Q~8 easements have Deen placed en the title re;:ort from ';'.,:: .... .' .-:." .: .:. " . ;;~;::;:~:;~;::~~~!!::::~:::::~~~~: '::::.::".", "/,/ ,t"o'" /{/ {::,:i:::;~,."'·'·<i/''''?·\. " .. J"'1i Legend: $ .. Monument found. Visited October 15.1998 8 -'4 Rebar wi tn red clastic cap stamped 'LS 22338' to De set _ . • Centre 33639 g~ .. ,~ .. nue South ./""NE-SE;·:-"63 T23N R5E./:ViM • Fecer!lJ l'at .. :JU, 9B003. : . '.,' .... P . t (253) S61-"fOO1· .. ···'· "'="" .:. ..:. :. ,; .. ---om e :: ~s Partnero:·-.;: -• ':-.:.. .;:12505 8.·f Red A.oad '212-"· ~ Surve}'lllg . ..':.::. 8.11e~~·. W4 :.:S8005.t' . KING C:OUN'fY.::":W ASHlN.GTO~t 1E.t1'i at 5 Wooas eD.m II. N Larson "'" mill: July 03. 2000 1459 SHEET 3 OF ·~t "'-"-' ~taIO KIn 1459 l' -500· /~. -' ... , !: ./ .. : .... ~. ;:: ~ 1111 22.00 GRANTOR ;'GaitiS S. eumon lind Lou!$' M. :auxtori/~uSband and wife GRANTEE K:ijS Development CQti>onU:ion,': .,;:: ":::: .. LEGAL DESCRIPTION Lots Xi¥ ~ ~'King Co. BtA:Ng(LOQtOO89. Recording No. 20020702~; J.#o .!, 2 and 3,:enKlDg 9O:'Short~lat No .. S1}4163. Ree. No. 87092~.1179~·L61$.1. ~./~ ~d 4 q'King Co;:~ort PJ~t Nt) .• 584164. Ree. No~:~70923U74fLo~:'2 aJl(r3I.of~g Comity Shoti'PIat No. 778093. Roo. NOI,.:70032908300·· ; •... , ... ,,, .. : .... , .. ,,,, .. ,::. N . / .{ '" ASSESS'OR'S::P~CJt.L NO. 0323059277; .:' /' /: .' .;' ./ ,,' :::: "":'1 ( 44~* "e:frt(:::. I ,,/,ii:~:,,//Jt.~!!~~ OF EASEMENT AND HOOKJ;,'A~/i -@ .,\ .. :, .. ~~ TE~AfION 'OF EASEMENT AND HOOKUP AGRE~ is entered into this i?:e"._da§ of' :.f IJ;j.AftH. .. ,' .... '''' ..... :... ' 2005, by Gaius S. Buxton and Louise M. Buxton, husband and wife:("Bi;lxt9h'l) ~d'KBS De\!elopment Corporation (UKBS II) . . " WHERE~S;,~'~ 9'.{r~";~dp.~~ Ci:I<aS Property") located in King County; Washington, legally descrlbeq as follows:"'" .,i :/. :."::".::. . Lots X. Y and 1 .. .pf'K~·~~:'C~~t{~o~hd~ yhle.,Adjustment No. LOOL0089, recorded·,utide(Kin;S Co.l.JOttR~corginrf~o. 20020702900007;. SituateJn King'Cotpl.ty/Wl,\~~ingto'V., ...... . ',':. I~" >' .::' :I' .~: :i'-"'::. WHEREAS, Buxton oWns real pro~eri}(lIijiixtbn ~rop~Y"}l~cated in the King County, Washington adjacent to the KBS Property. lega'rty':de~crjqect a$':foUow~: ./: /'.""""': .. ' ':":::::,.'::' ... ,:. :.::' :: ::':.:/ ...... . . ;: ,:' ./' ::: ..... : .~:;, .. ~::.;: ",/~ .. : .. , ... :. ' """ .. ;.;{' " ,:' ::' ;:::. ":;,.;' ':"" ... ::-" .' ( ... ,:.::::.··'··\,'i,' ".: .. :." "'-.,,, .......... ' .;" ........... :: . ..... ~.... ,' .. (\/' 1 W:\WPDOCS\2402S\008\.JIR2378,DOC 31161200~ \ .•... ::,.,."".",.,)., .. / .' .:' ":: ," " .' .//{': .. .' . .' ". """ :~. .' .~. .' .' . ;'.' '.. ~." :", r' ./"::;\::~~,:: P... , ./" ' .•.. ,;./ •.. , ... ". .....•.• . ~~~ .. ':./ . ·:I/··;.",.·:,·}' . ,:' .. .f' Lots 1.2 and 3 of King :County Short Plat No. 584163,reoorded: . ;.:. .\ ,,?, .,:, ... :. under Recording Number 8709231179, in King. County, .' f"::";,' ,/' .:,,:' "'::.:' .... Washington; , .. .;.~ :\:: ........ /. ~. ~~.~~ .. '.:. ./;. .~:.:~ ........ \.. ' ,",' ': , .,' , .~ . '. -, .,", ',: : . :i. .~./../: •..•.• ,: 'r9gether with Lots 1, 2,' 3 and 4 of King County Short Plat No~ '\ .. /.,. :.:./'././ .;; 5,84 ~P4..{~rded under Recording Number 8709231174~ in King ."':.::'\;'",'''' /,;:: .. ,./" ./,/ ./:;:orln:,:~,,~~~jn~!9;··"":I'>· ...... .' " ... " .' " ' .. "':::':/ ./.:. /.:' :/ro~~r: wi~h J~ots 2:~ 3,9f'Ki:pg County Short.Pla~ No.' ,(78093, , ;~'" ,'.:. .;: r~~rd~ undei,;Recoriji.Qg:.Nu~b.¢rJ903290830, m ;King County~ ';' .. ::' ;: wa'shifigtoil ./ .' :3' ,;"': " "" .I!)' ":::. . ,.' '. ' . .. ~J.s'~;~ ,~::L'fj:~':-$ anduiiliti;$ QVlli;~";" across .. a portion of the KBS Property,bnd $e Bv.xtb~:·Pr9Perty,'respectjvely~ were. created as follows: . , ' ::(a) Easeni~n~ .~r st~im ~ate~:':de,t~ti:on1i'~~tion an4.i'(fllinage. recorded u.,der ' , ,King County Recording No:"S605230992 .(the ,~~auXton Easementtll The Buxton Easement , . . ' ,'.,,' . benefits the Buxton Property an&b~denla p,6ru."On Qft1i~ ~S J?I'QPerty; .' '. ," " . . .. ' '. (b) Easement for st~: ~ate/d~enii~nlr~~~~{~olatildrai1mge,reciorded,under' . . King County::k~p..ording No. 8605230994 (the :i:J<.B·S·'E:as~meil"t"}/·th:~kBSEas.~ment)b~pefits the KBS P.rbpertY'and burdens a portion of~e·B~on ]hop'erty{ ..,:.,', .. ;." .... ":.;:, ~~, ".,,/,/ . .' ..{ .~\ "":1', ~ ·.,I~tl~ .••• :',· :,:': .... /.,' i····."'~·~'~~:~·.'·~a ... ~··. i",~~:' :,}~. ,'~{ " .;,<,' ,: ~~S. i~e parties wish to expressly terininai~\ !eli~qui~h.·an4 t~6h~.ey *e Buxton .' Easement and the,KB'S Easement as set forth herein"':: t~ ;;" , .... ,." . ..:.; .::i·.· ,::' ' .. . ",./ ./,. j /,. ":, , " .. ' ;';, ':,: '\::. : ....... , i'/~:::'/ \:/ ,. .,/' NOW, ~FQBE, the parties hereby a,gree asfoll()ws: ., .. , .. " ... / .,.,;' .f: :/". " ,.,::.1.' . :,::: .1 •• l:· 'I~~::~ ... ,:r"··· "~'.~":"'" ",', ,:' .,1' " '.:. ,. :',", :" r." ,'.,' , • ::"~I;~:~:.':': /::~. ,:./' ',::, .". ,:~~. 12'·:,,·.... ReConveyance of Buxton Easement. Buxton'herebyrelinquish,~~:'anofits right. ..' title\iud interest,1ojbe atlXiPn l;asement andhereoy reconveys all of its right,'tItle' and interest in ,;' the BWrton.Easem·~nt tb K:Jjs,';::: ,';>:"';, .. ,,:.".. ., . . ' "':~~ ",~.~ .••• /., ,,/. ,:.::.fr~." ,"I~ . < .. ':;. , .... ': . '.' '. ". . ~ " . "'< '.' . I: ,,' .; ~ " ,2. Re¢onveyance~OfKijS··E,Mefuerit,.,. KBS hereby relinquisltes aU of its right. title . and interest to the Ka,S Ea.s6m-ent ahd her~by r~nveys all of its right., title andfntereSt in the " KBS Easementto BuXfaiL :~:. t "'~ ',:' . .. .. '.:'. . ... .3. Tegni:Wion. ~~;·~~~'~~~.lhe Contra;yherein.the ~uxton Easement and the KBS Easement'are"herebytennmated and sbilll"cfease to exist as to the Buxton Property and the KBS Property as of the ~ateof'e;[ecytiQri h~~.~.p'f. '. ';. . .. ,. . .' .: ," .. . '4. Sanitary Sewer and Gas':S~b$(.~t ~;h:~m~i~s;.&~.'~:~~sa g~ and sewer . system within Lot Z of King County Boundary Lilie Adjqstmerlt No. tQo~90~g.;n:co.rded,under .' King County Recording No. 20020702900907, KBS ;:sb.~l1.. at.,.:I<BS·'s sple ~s{and exp~nse,instal1' . a sanitary sewer stub and a 8a~ line sfubup t()J.en feet (iO') 9irt9.:the .. Bpx.t~il Prop'~~ f9'r :au#on . , " , ""'~', .. ,:.~' .:'" ,/:. /. . '. :.J:':"'~:'~"::{ , .::: :: ,:' ? .. " ...... . W:\WPDOCS\2400S\OO8\JIR2378.DOC 3/161200' ",' :. ..' < •• ;: ••• . ".,,: ~~: . ,···· . .;7.; "'~'. • ,. f ·~:::" " .:" ;', 'I" t">' ,/ .,~'. ,;:::""":';>.' _ / ,J"/' tl~ot#";nto said sanitary sewer system and said gas supply syst";'. respectively. The location of , ,/ Jhe s~qs,:shall be detennined by KBS and agreed upon by Buxton. Buxton shall pay any hookup / i; ;/ fee~:to,.the)lpp1icable municipality, but shall not be liable to KBS for any latecomer charges . . :.; ':, .• 1:' )I:Y :~::4"" .. '..... .' .' , '\ '\ ... ,/ .. /i:/ 5 .. ,,·.:~.', stprrn'Water Hooku12. KBS has, at its cost and expense, hooked up the Buxton "\;," ,/Property to the byPass.storm water system located on a portion of the KBS Property (the "Storm ,':"\." .... ~."." Wat~:Byp.iss Ar~") .1ocit~ on L~t~d,~:.and 22 and Tract A 'of the Plat of Stone Ridge (AK.A. }Vin~:sto~), 9i~' of~e~ton\fi1~,"~· ~l!i\05001~ which will be recor~ed in the King County R:e~rd~/ B~~.on, ~~lr }mc~e~Fors, h~lr' an~..I~~s.lgns, shall have the nght to convey stonn water frDm th~ B\iXt6n p:.top~ thr&pgh th6!,StQnn Water Bypass Area, as constructed or reconstructed b KBS "",· ,;, :' " .... It";' ;i' ":'l/ .r ;:,":'" y , Its su.ccess,Ql'S an!;' as,~~, /.:'" ".".;/,:' "~:! ':':', .,/ i~ ./".~.-::..' ~t' :;:"" ':( .:7 . 6. rftden,mitlcati:'>n, J<BS~:khaIl it;i~~l£Y and hold BuxtDn harmless from any loss, cost or damage directly r~Jate~:,:.tD any' derpa:ii<:l'by ,King County fDr any alteration to the Buxton Property and/or the adjace.n,t s.fonn .deteJ}iio~·:po~.d wpiGh,~lteration i,$:~, direct result of any alterations within the Buxtdif·Eas.~fuen:t·."ar~ ~d~:by KBS':\. ,,( /' . . ;\~. .f ./ ::.:' ./' .. I·····:~;. ~"'. '~~" '::::·:5'" 7. Countetparts. This"Tennjhat~pn"of~;aSerri~,~t )nay' b'e,!executed in any number .of counterparts, which together shall consti~.t~' a ~ing~e original. i'" :/ '--"""". BUXTON;:'/':";':·::::,\\, ',:; ::\.::, ~~~"::::.:, ./.,/ ,,/' ;;.::::::::,., .... "::;'::::,:,\,, ,f?:';:?- ~~:A;Y7?' d"*-__·~s'~ki~;;m,ioJoLri~. ~~ a Washirlgt()fl cotpprat,ibn ./,. ,/" :/ 2172"~k1~ By. " . '/ / / .i iOUISEM. BUXTON,"""'::;,: ::~ '"".-"i (\,,;;:::<>:'~',::i:':'::(::) ,,:=':/:":"':';',:, \ W:\WPOOCS\2402S\008IJIR2378,DOC 3/161200$ ".:~, . ""'''':::::> i.. ......... . ... i'):, ""', ; : . .'\ ~"";: .' .:./. ./~ :: •..•... :. ~~ ......... '. ;; 3 W:\\VPDOCS\2402S\OO8\JIR2378.DOC 3/161200.5 4 . :' :./ / , ......... ::. " ", ,;"',:. ".: . ..... ' ,.; .... .' ....... ~ ... ::':.: ·',' "':~:~~ . / " .' .' .' .::·/,,:::Filed: for Record at ::: .,::: the~: reqLtest of: { \. /. KiNG COUNTY WATER DISTRICT NO. 90 :.:.':: .. / J5606.$,.E. 128TH STREET .' \::". ://RENTbN~; WASHINGTON 98059 0, :t,;I'~. , .... ,.:. .::' .,,: :': .. :: ,:', ....... '.: :'.. . .•••• ' , •• ""', ••.•• ~ ::' " .' .:' .:. . . :: ,.; .,' .;~ .:' ::: .: ..... :;.. -:~:.':':/ .{. :~ .. :: .... / " .~. .:" f' ;~: .,:; .(':; .• / :: .~~.:,. • , •• , ~'" o..:.~ • """"/' "'.,. \''/.'.::./i:,.,> ...... ii'~::.:i'/ <;.'/:"") .,':;:, .. :; •..• ,., -~~ ,',":'.:. Easement No.: 3-23.~16 ,.:': .' ,//'::/,/ .:~i· Project: Slone R;~g~ _ off sit." ;' ,f/"" .,(> ::":. \~~:. ;: . .:'.) .. "~,, ... ::;, ,--~~: . . :~.: ' .:":: .~: ':::,,;; .:.~ . .' "':::;. Tax ParceIID#: 032305-9270 { ,/ .~. ....:,,,.: .. ~. /;:" Grantor( s )/:"":KBS III, LLC "::::"'" ':,.,,:". ,.' ..... :.' /:-" :;< ... :: ... ,.: ....... ',~ ....... :: .. \.:::\ ./l:::··.?, :.' "'\::. ':'. . .,' ,t~ .' .,,:.12320 NE 8th Street, Suite 1 O~':' ' ......... / /..:" .;./// ... " .. , .. , .... "..... ..::/~ .J' ." /./ '~\>ile~e, Washington 98005, ···'·' .• "f it."."'" .if i/','" :/' .' .:: .... ' ...... ~/; ,,::::' :,::.='" .' ~~nle~(~)"/~1~9·6~~.N'ry W~TER DISTRICT NO, 90··, <,,/ ..... ,. ' .. _-,' . ("ii /,.<.\G·REEMENT FOR EASEMENT "::':" ... ,.;-//:: }.,., .... :\ ..i~ . :.>........... '. . . ..s-. THIS IND~NTUR~';'·:'m~~e .;ihiS:·( ~f1i d~y .. 6f : 'frtlro/ .'.' , . ,200/, by and between KING COUNTY :~~ATER: .. DIS.tR1CT NOJi'i .. amunicipal corporation of King County, Washington, hereiii.?fter t~rm~d tMe "Gral)te~"" ·a.ndKBS III, LLC, a Washington Limited liability Company, hereifl~ftef·'terrfiedJhe. !"Grantdrs";····::. ··•· ..... ~;;~~~~~TH') ... ; ........... . That the said Grantors for ONE OOLLA~:··($~.ob) ~:~d .6~he{v~:luab:;~.,6onsid.~ration, the receipt of which is hereby acknowledged by the' G~ant.ees/'· dq~$' by...thes~ presents convey, grant and warrant unto the Grantee a perman~nt::'ea~em.e~·t fo(w~ter;inalds.,.and appurtenances under, through, above, and across th~ folloWing .¢h3$~~b~.:/prQpe'ity:. situated in King County, Washington, together with all afteracquit~d t~t.I~: .. 9f:the· Grantors .. ::..." ............ ~:. therein, and more particularly described as follows:.,_. • ••..•.•. , ....... ,,'>: .. , .. }.. ,,: .. ,.<,(' .;;, F:IOO2'IOO1481Easemen'slkbs esmn.18 emcI 070904.DOC Page 1 of 5 ',~XCIS~TAX i~.?} .. i:~vI~9Y1R~poBl~~ .//' /":','~,' Kmg Co. R\;,;l)f·.l". , .... 1 .,. ,-sl .:" '.:' Y .:'.' . '., dM1r:.. .-' 'Oe~t:::/::i ( .. f .' '.:. ..:.) . . :. ":'.~i' .\', Easement No.: 3-23-5-16 .' ,,' .' .,' .~. ;'" /" ./ // :;/. PARCEL DESCRIPTION: ."\.'.. ::.,,: ...... / "./'" ,/,:' .. l::~· 3"';t King County Short Plat Number 486017, recorded under Recording ,.: .... "",,,,._.,,,.../ . ::' /. NLl::mb~:r 8.703D.~9001 and corrected by Affidavit recorded under Recording .:' / N.U'mQer:'8706260:~50; ., ....... , .. ,.":: . . :: TOGETHER'WITH the':Wes1'428.00 feet of the South 330.00 feet of ".: ..... ./ .:the.:.N9rth .. easr:·qu?rt~r of t5.e:·S9uthe~.st quarter of Section 3, Township 23 North, :'R.?I:ngi3 5(Ea.~t, W.m~~inette/~E}.ildian/h:rKing County, Washington; ~XCE.PT:the Ncirth:·:165'·.fe~'t thereof;.//' EXCEPT that"porti'on J~ing'within)h.e·.':S6uth half of the South half of the South half of saicf'subdi\/isl.on; .:i' ./ .. ;:'i ,J .. :}': . AND EXCEPT ~ouoty ro.ads;:/ /" /. ,'W" .' .. ,.::: .... In accordance wIU{OeGfee .cfui~tlng:iit.IE{jn Kjhg Counfy Gause No. 86-2-22118-2 entered March 12, 19&7; .. / .:.::' :,,:./ ,.,.:; '::".'>: .. )' EXCEPT the East 164:bO/fett 0f=.:~~fd ~p'f 3)::'::"j)"/'::'::}c' EA9Ef¥1.~NT OESCRIPTION:····::::{ =\. :\.:, "::::'" '.' ., .. :::: :/.:, , /t.·,· ..... '· ... ·,:··:,:::\ //::.:} Th'~ PO~i'6h of the above-described ~~reef·f~·rth·~r:.d~scrib~~"~~ fo'tlOW{ .f· . .;'/ .. /"'\. \': .( ..... ::/ .J" / ......... ::; ·:·:·.r·· ,: .:·-The North 15.,00 feet of the West 174.89 feet th~reQf; \ ........ /./ .J: ,,' :::/' T~$E~8Ef~iW~~~ the West 15.00 feet thereof. ··:::,. ... , ...... :.:t. ::.::.::' .:,"/ ..... :' .::' .~I· .. :.' ... :." . ':'.:. '.:~: .. :.~' .::.:~' .:' Th~. Grarit6~w~rra.hts ~ba:t th'~ir title is free and clear of all encumbranb~·:except: ':~:!:'" .,,: / .~.:., ) :~: ",: ............. ~; ....... . ... (These ~'anks s/lould b~:I~ithar filled In .and irytiale9 by the Grantor or x'd out completely) If the property of the Gran·~ars..·.,~~,.~ec.ti~~·:·::of:~;ant;··n6:::~h·~~ea.~ement is unplatted but is platted prior to the recording of this d9cume.nt'; th.~·n .the Grant~s do hereby authorize the Grantee to add to this agreement the d.esignati0ri:(\(:olurrfe··and P:3g·(3;·:.~tc.) of such plat. .' ~,'. .' " :: .,' The Grantor acknov.rledges that part of ~·~-e·i·:~oisi.dergtion:,6ei~:~'·~aid .:t~y.the···G.rantee is for any and~U 'd~mage !resulting to or resulting herea~~i from t8'8 pOss.\b!S··interference of the natural flow qf surface waters by Grantee's digging 'of pJpe .line~::whiqh may..··qist~:rb:th~. soil composition within said easement. ..... ) / /':.:' ;..:"::<'::' :/ ::: ,/ ........... . . :: ........ :::: :r i: . ·········\i:' ./.:. . .. ,' .. :: . / ......... ,), . F:IO0211001481Easemenlslkbs &strnl 16 emd 070904.DOC Page 2 of5 . •• :: .... ~ •• : :....... ::' ".~ ;:0:;-:. ~:. ; . . ' ~~ ./ .. ' .' .:,','. ..I?· /. .:: .. ':,: ....... , ... ' .' .' ""'" "), .... ./' Bl6(~ ,l't' ,f::··.::' .' .. / .. f ' .. :: .:::' .:;. .... :: .. ~:::~. :~\" .~: ·:·.·.i .. .. :: ..... : .. :: ..... Easement No.: 3-23·5-16 .,' ". j;' Ttre.Grafltee shall have the right without prior institution of any suit of proceeding at law, ,: \':: .... /. at' s:ucn':,th119: .. as may be necessary, to enter upon the ,easement for the purpose of '.'. . .. ::constr.lJcUng, \repairing, altering or reconstructing said water mains. or making' any i\: .. ".. ,.,./ qjnn:~ctiqns ~erE?with, .. without incurring any legal obligation or liability therefor, provided: .. "."."...... :/~1 )//. i~~:6i~'~t~e~::,.,~·'~ter;,DJ~·~~i·~;'.:~0; 90, will restore Grantors property to a condition as "';'.:.::; .::go~;j'd/·as ;or b.:etter :#1an ttfef pr,emis,~s were prior to entry by the Grantee, Water :~:··.P.rstri~t ~'~'.?O; :/. "') . :,?/"~(;' .... ,:IF .~i":'::,:, (2) The 6i~tr~'~t ~ifi:' e~:~rqi~'~:f.rt~ best;"~ffdrtlnot to damage any'private impr~vements on the "e~sem~ht h~rein,( bU;LJf.At 'Qoes so, it shall repair and/or replace said improvements;/':/: :./. /:., .J'/" .. """'", ii::,. ' ....... )' .~. .~; :,': .:\ .... , .~~:, .~. '::~., (3) Restoration, repl~·~eme·~t",~·n<;v·;ep~:;r':~:~all.Qe ·~6mp.I&~e,~·lwithin 90 days of the date of any entry by the District aJid ~·ai9: re~tora:ijpn; r~pl'agement, or repair will be of a quality and/or quantity thaf),~":·'·cq:illparable ':Or :bet~r tban. ... existed prior to the . Gra:nt~e's, District's, entry upon' the\ ea!Sem.~nt. .,:: .. ,' /:.... "',:.",:.. .. !"':. :'.:; (4) ~h: a~·~~~. set forth conditions sh~'i('apPIY::~6~ qh~y,.'t~::'''::;:h:·.:i:~iti~J cgh:tr£ction but ~lsoJtl.anY\re-entry by the Water District th?t p'eq6m~$-.n~ces~arY· f0.r:· repair and .:"'mainterl'~nc~ of the water line on said easeme'hf. :~ :::: , .. / .F ./' ./ (5)'';:::''-:.:'':' An:~' d~':~ag~ aI}Q(~r removal of any ornamental tm~:"s~'~'b,l~~b~, :.i· rockery shall /:' ~e r~plac~d ... Withiri·th.,e aforementioned 90 day period by tfi'e:'D,f-striq( ::<:':":,:.,. T'~':' or~:~t~:~ $!i'~'ll:ret~in the right to use the surface easemen~:'it~:UCh use does not interfe:re···wfth the jnstqilatiOn •. ....repatring, altering or reconstructing of the water main.' PROVIDED th~:: Grant6r s,t1~f( not~re6~ buildings or structures of a permanent nature on the easement ddring th~"Eh~fsteQ6eqf s~id:::ea!:lement. The ease~'~~t'~'uri:~g it~ .. ~:~i~~~~~6~,.~:~alr·b~\a covenant running with the land and shall be binding on the suc'~.essors~·::hei.rs, ?'nd ijl·ssig'i1$:Of.poth of the parties hereto . . ::::::; .. :: ........... :/ ./ :.:' . .:.,: c.':' . }:~. .~.~~~: ...... " .. . F:IOO211OO1481Easementslkbs esmnl16 emd 070904.00C . ' ....•.. , ..... .' . ........ ..: .. :: :: .' . ,', .:'. :: .' . ":'. ~ ::. .' .... . . ~:.::. Page 3 of 5 ••• "'l'< .• .~. :: " .. ,'. ':',,:: :,:, ~". '., '~,/"::""':'" ; }. :; ::" .. ' "':~" .... :.~.~' .' :: Easement No.! 3-23-5-16 ;;' ,/ IN.,WJTN·ESS WHEREOF, I/we have set my/our hand(s) and seal(s) this 6).t'(Prdayof \.:: ...... /.=" ,/ . .". .::>.......... PlIt'1 , 20QK..s ,': .: 1./ ", " ::""\~: . Member " ::,:',' COUNTY OF KING ,,(';/ , On this 2%!day of /J?~" ,',./,. i<',\;~~~;~r~;;na'R~rsonall~~ppeared .,: '<" V~) ~olf€i!t' tv., ,euIJIJ@,£:;-., to TJ1e ~nown to be the M~fnager:·~nd/or Member(s), respeCtiv.~IY,,,.Gl KB~;·:III".LL:g:·, A::W~shi{igtoil Limited LiabilitY.,·::·Corrpany... the Company that ex'e'cut~d ~h~.'/ foregohlg Jn~frurrferit,. and ackno~f.edg~d\,sai~ instrument to be the free ahd./vo\untarf·~ct .~·nd.:: de.·ed of said Company,Jor the Lises and purposes therein mentioned=;· .. ari'd··6n o~th':':staJed that they wer~;.autrybriz~d to.:~xecute said instrument. "·:: .. :.,,,,::t ,::,-:',;-i , ... WiNE~~.,r.ri~ h9h:~ .... ~~~'·~ffi~.ial seal hereto affixed the day and ~~~.; ~·ov,l~ritten . . . . ::~. .:' .;' .' .-,'. ":. ", ::~:.., !~.:r .~:.... ,/ "~' . . ' .::.:,:::.',/' /,//.-y ~ /' /':. /:/~x2.~ ~~'" " . . .' " . ... / ~OrARy'p!.!B~JC in and for the State of Washington ~esi~i'1g at:" .:··:K:ttJ;(kllND My co'~~issibn ~xpjr,~s: .. :,. ·::'e~:1 0, oS" •••• ,:/ " .:'; .'.;' " ,0 " " .:::::.,::., .... ;.,' " " .~:i;···" .:; .......• ,' " .~ . .' " :: " ::"';: :, .. , "'::. , ,.' " ", ,'.. " ':', ,·':.r ......... ,. .: .•.. :. " ,:',' :~: .' F:IO0211OO1481Easemenlslkbs eSl1Vll16 emd 070904.00C Page 4 of 5 .. ' ;: "':-':" .' . :!.:~" ' . '" " ... ~~.I' "., '"'~". " . . ' ::;,' ,,_\;." .i ".; .•..•. ", .. i:~~f ,f .::<./ .' ,~: ,t 1",'1;,":,' . ..:ii :.) i(.~: .'.~}.. ./ .. , ...... ',."." " ...... ,' .:':).. .. :.;.>?;;,.:., .•. ':: .•.• ;... ....,' .; ..........•... ( .•. : ..• / ... ~~:.. .:,..... ::t' -~ ......:{ ,.'.,' .;:!:,. ',':. .::: ... :~.:' EASEMEr-lT NO. 3·23-5·16 . .: .... :: .. ,., ..... ,,/ .f '} I/ .. ,/~:,/··:····:.~t I! tTONE .(F~RDG!E"·. !i /":;:.TRACT'F' ",:. ':.~"""~' ~ : 100 Iw o r@!0i STONE RIDGE -OFFSITE mE: F: \21\14a\ESMT PAGE 5 OF 5 ·, . ,:' ::"', .' ./ ... ':~.::. , ~. Y.· .:' .: ..... , ... ". .' ,. .... DOCUMENT TITLE. .0' Memoraiidum ofAgh:~ment /-1 .0'"., .' D GRANTOR .Llora S;·Maeffllis./as Tfustee ofLlora S. Maertins Revocable Trust (k ~; turD 3~14-Q$ ... ,,: f .. " ..... ,. ;·i::,. . ':. GRANTEE ... ~:,:~ KBS'Deveiopoi€mt Corp6rntion 'it:'W ash ingtbn g'Orporntion --LEGAL DESCRIPTION PQrtion 6'fS:q''14 or'Se.e. 3, T .. ~3 N.;· .. R. 5 E·:;::W~M. ASSESSOR'S PARCEL NOS. 0313.05'~902,1 ::"' '" /1~-r..H·qc· .' ". .,' f "'~.{ L./t...L r-'J n .-r~ .. '.' .' "',: .,1' ,.11' i"". MEMORAND1JMOF\~g~E~r pYa::: Sl~~ 1 'I· TIIIS/MEMOMNJ)UM OF AGREEMEN1\.~s to pf~~jde ribtic.~ .. t~:ar~~.: Arfree1l'!~~t ~'etween Ncighbors (;'£ eve,p date:~erewith ("Agreement") has beeno'e~ec'}(ed 1?Y a,rid beiwectl Ll9ra ~.~ ~.iertins; as Trustee o(l..lor~·::S·):.;Macttins Rcvocablc Trust UID 3-14-05 ("M!J.C}tiin~~I), own(:/,' of t:ial prop'¢li.y legally describe~fon ~ibi~~t Ai) attached hereto and incorporated hereiri (trk, "Macrt'i'ns ~rop'ht~~:\), and KBS Develop'inen~/to1'P;pratiqn, a Washington corp()ration and/or its success·q~or. .. ~ssifPis ('i~S"), owner of the adjoining realj)roperty legally described on Exhibit n, attached heretc),,~d h1cQtporated herein (the ,,~~·prop.#,~~::};: :,.:'/:.;:::/'/~ .. ".:""":''.::~: '\':,: . ..': f::.: .... ; .... ,. '\,pursuant t,~' *e te;nls '~i)f tl1e Agreement, Maertins has agreed to convey ceit'ain easements for access ari:d.,slQP.e·~nd,::~on~fruc~~n acro.~·1he··Maertins Property for the benefit of the KBS Property. The easements will be re4ord&1 upon tlic,:.occurrenc·e .. of certain events described more fully in the Agreement. The Agreement impci~es ·~dditiotia.(obligati~:ms 9n J5.I?S, Maertins and their respective heirs, successors and assigns, and by iis.,tcnns l)l1'Cl .by r«iordingqf qiis "Mcmofandulu runs with the land. Pursuant.to the Agreement, if the Plat ·(jf"Winds.tone/iv, City,jb(:l~el}ion ~i~~ No. LUA-04-135, SHPL-H ("Windstone IV ") , which plat subdivides a portion '6i .. th.~ KBS:Property/ha~·:.:not.been recorded on or before December 31, 2008, the Agreement shall be ft!,lll and v9id ~d ~wo o{the :Eailne~ts described in the Agreement and held in escrow sha11 not be recorded"'aq~t~h~ll ~e re~1lrne4' to ~a~rtin~;:: ... ··· ..... . ,: !: ;: .:: :.: •••. ',:. This Memorandum may be signed in :~.ny n~ber pf q6'~~efPiirts, ~hiC11'1Qgether shall constitute a single document. .......... ' .... '?~.: .. :: .. /:' :.~/' :,:'.'/. »: .... ". \; " [Signatllre pai~fO.i!ow.j:] /. .:',:: ./ ......... , .. \ .. \ .~: .. :.~.:. ,/ . :.". /' '/'.:.:~~:::.::?;" .: .... :.?~ ............ . ::··.: .. .;i/ ~emO{i'anilWTl·::··:o·;·;.·A·/g:· reement .' .<,. / ......... ):. Page 1 of 6 W:\ WPDOCSI2402s\OO4VIR2471. DOC 6/1SI200S " {'::!~ ,:" .~~ .. ::. ",.,:,';;:' .::/';' .. ': .:.': . .,;'. .:. .:::: .. "..... " "::.:.'.:.f "'.';;:: " ':r'::~/' ':"::. " ./':. '(.,'0' (:' ":::::::,.~.{' " i"',.;:": .... " ; ".,:"::"'," " "!::. ,r ':","",. W;\WPDOCS\2402SI0041J1R24n,DOC 611512005 ,,-......... : .. . KBS: KBS Development Corporation, a Washington corporation. ":' .. ",/ ' .' :: ,:' ····.\ ... 4·· " ............... ~j. ';'" " . : .... :' Page 2 of6 ,0"', . ' ..... ' '~'.-::' ~.;.,'.~ ..... , ..... ,.' ..... \ .. : .. : .. : ... ,:' ,:' .. ": .. ~"~' . ~. .~: ;: :.' .... .... ,':-.. .. ;:Y W:IWPDOCS\2402SIOO4IJIR2477.DOC 611512005 Page 3 of6 < '. .. ,I' .:.~,,: " . :~:~"'" .' .:' :: EXUIDITA LEGAL DESClUPTION OF MAERTINS PROPERTY W:\WPDOCSI2402s\004\J1R2477.DOC 6/1512005 . ' .:~ .. •• ' •••• , ...... :,i,: ':',. '::"'.::' Page 4 of6 ';""::', . '.; .'~ . ' :~: . :.:' .~"'.,;. " ;: '., .' ~ .... ~ ~:"'.~::. "" 0" ,::~ •••••• ;. ,:"'.: • " .,:: .~;~~:::}~: .', .' ,;' .':' ) :.:"~'.~~.: " ... :~.;.'.', ..... , ..... . .~". ~'., .•..•........... / .:.:.:.:.' .:. \·f':· :.:': .' ~!.'." ........ ~: . . ' ~\"":"::" -:;,:: ,:' ..•..... \.. .' :~ )':-'::':~~~' Ni'e.morandurtl,o{Agr.temeht :'.: .' ··:·,::::: •• I; ........ ,.·:·r· .::: .:': .• ,:' ./~. :.r.... :.,':::;. '. ::.",' .," ;~ ,f .' .' .: .... : .... /: ~/ '; . . . ;:~....... , ./ .:'; ';",'" .. . ,' EXffiBITB LEGAL DESCRIPTION OF KBS PROPERTY Ldl :x;··i~t""y. and Lot .. Z,.of King County Lot Line Adjustment No. :' L~0089, ~S flied un~er Re,¢ording No. 20020702900007, records of '<,/ iii~~7~ irrt::~:~/,;?/,> Lot 1, Kirig CounlY Short PI~ .Niiniber 486017, recorded under Rccording' N;~inb~ 879~03?.R~'1/\·:··il~d amcnded by Affidavit of Correction ~ecord,Cd under 1,{eeqtding· Nwnber 87062609.50, in King County, Was~~~on, b.~ing,i pqttio~'::b~JbtrSou~.~ half o~;fue~i,south half of the South half of.ithe 'NortJjeast/q'-larter of the. South~as.r quarter of Section 3, Township':~?~ .,;N'o~, R,~n!tC 5 .P~st~ Willa~ett,~·'Meridian, in King County, Washington; .,/ :/: f .;:/ .. ::: ... :::/ .".'; .:.::.- ;.:rfOGETHER WITH the fOll:~'{h~ d~scd~ed:p.roper.t? i~;~::~9fd~~~~\Vi:~h .ii::;:: .. ,f Deer~e Quieting Title in King CountY,.Superio.r·:CQtm ¢ause''NWftb~r 86,. .f./ .':-. 2-2211~.:2 entered on March 23, 1987:·;':':", ......... ,···'· :./: /.: ./ .......... ,"', .... ,,/ } /:;/ it / ::.:>. .t~~::so~~h 330 feet of the Northeast quarter ohhiso~the.~·stqJarte/:~f;.":"(/( .:/Sec~ion ~.!, Township 23 North, Range 5 East, Wi1laci~ttc··Mcridi~ri, iri· ./ . ... :-:'. ./. Ki~g Cotinty, Washington; ·::··;· ....... ···.'e' .{ :/. :i: .J: EXCEPT tJ:\e·W;~t 840.50 feet thereof; and {:.. ./:i' .. . / .:.:,". EXCEPT, the North.16S feet thereof; and .. :::::/ .:. ".. . .. ; ...... EX9E~t th~t.p..ortirip of lying within the South half of the South h~i"f:ot .. ::'::\. th~"'Soiith hillf of said subdivision; and ·;:··.,;, ... " •. oExciipT .Coupty r6ads(···· .. "'··,··: ... :~~;,::~:~::~t':~~.~~~~ Sput~~st quartm of Section 3 Township 23 N, 1{ang6:5··~[it. W;·M. ~h Kidg C~Unty', Washington; BEGINNING at th~.Southe'l~ c~inet··of said S¢ctibn··3} Thence Northerly 65·~Oa.f~i a1.o·ng tile E~st urie of sa~d:SeC1~on 3; Thence North 87°49'08" Wes(670jO . .f~t; .:::. /: ... ,.. .~. , ...... . Thence South 01 °25'02" W~t 65~OO f~.et tb thi: ·S~uth 'line ··"Qf the Northeast quarter of the Southeist-qu'rtcr'of.said,Sect~on 3;'''0' :: Thence Easterly along said South"·1il)e 670.40 fe¢t t(/th~ Point .p.r. .. ", .. ; .. Beginning; Situate in King County, Washihgtori./· ./ /: .::., ::/ . .>:. I .::/ .:,,: ,/ ./ .::' ,/ ,I: ••• ~:,~.. \': .:~',:. " to .:' .~: '::":::} • ":~. "".~ •• ;. " 0' ::"""':~ .~. " ••••• Page 5 of6 W:IWPDOCSI240251004\JIR2477, DOC 6/ISI200' ::i ...... ;./M~mo~nd~;~··:ol~~~~ee~~~t .. ,\:; ..... /',:/" .. ,,"}:. .. ' ',. .:, ........ , .. : .. :.;. . .. :' . .F""\~\ ~ . . '~·"·'.':I::~I .. ' .•.. ""'/· .~:. .f .f:.~,. . .' " ' .~ ... , "'.~;.} ::{ ;~. :~:.:~::t :.~. :/, . . , ~ :." .,' ;./"',:~':":::.,. :'; AND . ".:~. " '~:.:.:' .:,.,.i'·'·"', .. , .. ,.,.\ ,~ . . ' :r W;\WPDOCSI2402S\004\JIR2477,DOC 6/1512005 ::':: ", ~"" .' :.=' :: ··.~~ •.• 4r :: •..•.. ~ .• , " ;: .: .......... :.':/ ':.' " " . ' :.~ •• ·.f., ••• :: :"',;' Page 6 of6 " : .. / ...... : •. .' ... ::.\': .: . ,,' :./. Af\ci{recording return to: .,' " .. :: .~.';' ': t /" /~~:~~:, Corporation '1'1'-," -11'j"" [11-"" ""o ",",",,",,,<:';I~: !:S~3~,~:,:1: I: :"'''' .. " :',i' fl') .' r/':) 20060 .. .." ." ,: / :!: •.. ·····"",··::.GLOSSER LAW OF EAS .' .,' f ., .... F ~.~ .. ,.: .. , 'I~;./ . .,PA~E001 OF 008 ..... , ...... ,: .: .. : ::. ./ .. ,': ... ~,::' , ... rK08·N1.0.~./2006 13: 56 .... :,.,,/. ..,. .• .il .:' .,''''.:,1 ,:1 G'"COUNTY I WA .... " .. / ':" ./ .... ,:;:[ '::"':': <::. i/' DOCUMENT::T.+:r~ :/'. ~bsemeryf f,igr,ei;inent REFERENCE NUMB$(S}"J ./~op~::···"::·://· .,/,/' .,0" .... " .. ". .f:"::. GRANTOR(S) ... : .... / y" ~lb~:l·:M~~rli~~. ~$.::r~~tee off19ls. Maertins Revocable ·':·.: .. )t~t.i' ~r yt 4~:~S' \:: .. ::,'/ .,.,.f··'·).,.·· GRANTE~(S) KBS:Deve~opnientCorpo~tion:,:: .. ,., .... ~'" ., ..... :::,:.. '?:'" LEGAL:'b~~CRIPTION: Portion of :fre::,s~"~~'~f ~~~. ~.;··';~':;':13.'N:;~:R~'ge 5 iJ:~ J:M .• . ::' ":" in King CountY~"Washj.hgto.li. "t" , ... , ..... : .... :. i' .J'" :,' , ... '~' .... /J:<... ".:. .{ .;' ,I ..••. • I,': " ASSESSQR'Si>ROPERTY ...... ,::/ (i ;~: .... / .. :,:: :/;>":i" ",~;~~]YA;~~~ 032305.9021"' .. <,.//,./ .' '., .:\:,. ...:: .. :" .... :'. /':: .... .':~./::' ......... ::.~:: ".:.: EASEM.ENT AGREEMENT . '\"'::.:' T~~~"EAS~~~~T\~G~E~:~Nf';~"~cid~ on this I sJ1! day of:-:-,jJ~' -",iJJIE'~==-'7'-:"-:-:-~--' 2005 by Llora S .. Maertins. iJ'sl'rustee:QfLfi;lra ~. Maertins Revocable Trust UID 3-14-05 ("Maertins"), ariu.KBS D~~elbprne~t do.rporati~'n··~d/or its successors or assigns ("KBS"). "''''/i, ,( .... " •• ",·'''~#l''/ ", A. KBS owns certain }e~1'p'rqp~~t/all:~f w~ichp~op:~rty.)~.r~ferred to herein as the "KBS Property," and is legallY--clescrlbed ~.n Aftac4fnertt "N',,;·' " :;. . .... ",~. ,./' ./ ::~"""""., '~;"""""""'" . B. Maertins owns certain real pro~r.tY(l1l1 o,fwgich ptop~y is referre'~ to herein as the "Maertins Property," and is legally de.~cIjbe~·on Attac.hme~rllJ;3". .:;' C. KBS desires a slope and construction :~se~eAt~:'~n.:i:er:~nd:.kd.e{i'~~~~:'~··df:.the Maertins Property legally described on attached Attach,ffien,t:·j'c.,.f ./K.BS:jfit~nds·;to ,rs~ the easement in KBS' development of the Plat ofWindston~ IV:( ¢ity 9fRcilton:iF~te ).. .. . No. LUA-04-135, SHPL-H ("Windstone IV"), located on.:~ p~fti9n otthe:K:B.~i ./ :: ......... . Property ...... ;: ':. ":'. .':' ",i:: .~I'~"'"'' ",::' '.f\:tl" ::'" NOW, THERFO~, in consideration of the nrutual covenants and agreem~:i"h:i;~~h~iJi{,::"') .:.: .. ::':(, ,{.:,. :/~ Maertins and KBS hereby agree as follows: ./ .' ",/ EEvi8E TAi( NOT n.~9U!R~D,/· t~lIg~~I~IO~ By, r;t.. ~J!LLCs~utt ::":~;"/ .. ' W:\ WPDOCS\2402S\004\JIR2226.DOC .' , •...... ::.: /;" .:/":' :::; ':f: , { ,", :(" . '"~:. :: :: ,f . i ' /..,:".. /i .:ii>:peclaration of Slope and C;ons~ction Easement. Ma~ hereby grants and'c~nv~ to ~, :< .. ,/ ,/.:" .:>KBS:non~exclusive easements or slope and construction t~e "Slope and Constt:uction· 'i. . .•. , ;i' .:.:'. . ....... Easement") over that portion of the Maertins Property described in Attachment"C" and . '\;,."",. . .,,:/ :'":/:' ··depic.fed i~"N~achment "D" (the "Slope and ConstrucJionEasement Area"). Maertins "', ..... "...... ../. /: /sh~lrc9ntlnUe ·{b'.J)wn and ~ill . ..1)e entitled to use the Easeineritarea to the extent pennitted . "t. . ,"" d ..... .' :.;' byJh~{Ren~w?-City C~.d~.'ilnd otJler applicable law. TheMaertins Property shall be the. .' . .. "'..:;./ /,,/ j~1t!n:.1:pr:rert.7':t·'the ~,S ~.~~I?~i.s~all'be thebenefifed pr~perty;... .' . ·2. ... :iRe~tor*~o~ ... KI?:S; ~t: KBS'.:.¢~p¢hse; .~y'~l relQ:~ateany f~ncing distilrbed during .' . con~tructron t~i..the .$lop~ran1:Coristt.»cliQ,~~!j'sement Area, and shall install a barrier~: gatcfiQ;.the n.f'w fe:rice ~fa lob~tion d~~~he'd by Maertins. Any timber from trees felled . as a result06'fKBS' uSI':(ofth~·Eas.enieIit shall belong to Maertins and shall be stacked by ... KBS on the M~tin~"Prop¢hy ~dJ~~~~t t~{theSlope ~d Construction Easement Area in a' • location detern1m~(fby Maerti~s.· ,r . :.:-:' ""'~''''''~''''::'''' .... F:"'\-.... . . .: ...... . 3. Sanitary Sewer St~bS. 1t su6~ ti~ea~~:~'~ C6n~ru~~~ a~a~i~t sewer system withintl1e· .. KBS Property, KBS shall>~t IQ3S's:.~ol~ cOf}(and:~l(..p:~n~~;i~~tall up to two (2) sanitary sewer Stub8 up to ten feet (1 O'):bn.t~f th~ M4~riinsPrope:rlY f!\if Mlilertin~. to hookint.Q said. sa'i1itary sewer system. The location ofthe\;ltubs.shaltbed,6tenfunedbY'K,BS. Mi~ftiris . . Shali'pay any hookup fees to the '8pplica'b~e mun~~lpatity,:.,t)utsh~1l.~.riot:J)e i~ablel6 IgJS .' //: for.;::;~ l~t~~omer charges. . .' . ". .' '.,"'::"~"":'" . :;(: •.. ;-/:,: / .. "' .... '.".:~."' .. ,. ... :: .... '.: ..... /}. :!f< . // . ,4'0 T~hniuatiofi of Easement. The Construction Easeri:1'eht s~all~~t~.~tic~:11Y ,~e~tiate :" ninety,·:,(90).<lays following the'recording ofttie final plat or, fimil"short plat"i>fWlndstone . /'>/ ./:Jv',,7he ~J6~~ .. :~,~,~~ent shall~e perp~tual.·· .. .., . ..:: .... ' .... ")~;" ... ;.;/ .. :~/: : //": . / 5'::'::. bPplicabl~ . .[.aw. Thi~. Agreement shall be c9nstrued'in accordance"Wi~J1a~ all disputes '. '::,.' "'here~det: shaJlb~ goyernedby the lawoft~eStateofWashington .. Tl1~:venue of~y . ":':"':" suit .... 5e~~een:.:-ihec~arti#s to 9"\~~"Agreem~n~ shall be the King County Superior Court . . ~':"""~~~~m~~'s i.'(el~~d~.69~~~:·· ~ .. t~~··~yent a Party ~al<esaction to enforceariybfthe t~rms' .' of this B.~sement; ~n'e::prev~l1iri$ Pll~y $a\tbeawarded' its co~ts, litigation expenses; an<f ' •. reasonab1"t\.i;~ttoIJley' s fee.s·; whdh(ii incurred. before or at trial, on appeal; in bankruptcy or. in enforcenienfofaJud~ent. . :.:: • .. :,';' /"'.,:. . , 7 0 Appurtenant and R~J8 w~~~":~itah~; d~un~~aJ: .... :Th6,:Easemerits createdherein .sh~ll . be appurtenant to and ;ilau..run~ith t~:e l~a.·, ~(s~an b~;,biiiCti~g upon th~ burdened ....• '. property owner and the benefited proi:i'ertyowp:er .and~A~ir suc~e~sprs; heirs and assigns. This Agreement may·be signed itt.any p:'!ll11befofco~iiterparts, whiclhogether spall constitute a single document. ........... './ ./" .::' .:. /' .... ,.,: .~~ ,. . '.' , ".' .... ,: .. :: ' " "'~':' .... ,:..' !: , .' :',' •• ~ ".:::' ":: • , •• 6 ••••• ,. , ' )' :: ,~. . • ", .~; .• ' .,' ~. '., I 1 .' KB~{tir£vELoPMENi-c6~()RATIO~; .... 'a Washingt6n.C.6rp9j~tioh."::· ".)~!" :::/' ',. }.' . .... I. . . ............. , .... .." ':;: .. ~A'~~~y ..... MAERTINS Llora S. Maertins, as Trustee of LIora So' , ... Maertins Revocabll~ Trust UID 3-14~05 . . ~. , .' ,,. " , ' .,' . :W:\WPDOC~\2402S\004~1IR2226.00C . 2 " " :: ......... :.~. :;' . W:\WPDOCS\24025\004\J1~226.DOC ) ) ) ss 3 ':'., ',,:: ':~" .,~I'·"·"·"·,:.:· ::"""~" :: /~.:;:/ .~. / .( ;,' .:, .... .... ":'" )' .;. , "~..t? ATTACHMENT "A" LEGAL DESCRIPTION OF KBS PROPERTY .' . \ ...• ::.:;:. ./' LofX';':!pt Y and Lot Z of King County Lot Line Adjustment .. ' .. :,:' /'·No. LL0089, as 1jle'd'U'nger Recording No. 20020702900007, ·;:·.f re~ofds o{Kip.g.County~' Washington . ../ / i ,0!i if ;:: ,.)::~/'·~:':rl') '\,. Lot 1 t·King: Cotfoty '~port Pl~t NihpJier 486017, recorded Under "::':,Re(ldrding Nuifiber 8.1030.3~bQ'fi··~pd amended by Affidavit of Correctjon r~'orded~und¢r""R~6orgi'ng Number 8706260950, in King CQU,llty. Washingt6n, ~'eing:'a pprti'on.,pfthe SO\~.tlH~alf of the South"hillf o(ihe S-buth'half'oftlle Northellst quarter .O'fthe Southeast quart~r of.Sec~ibn ~;:1riwns.Wp,,23~ort~.,.Riufge 5 East, Willamette'Mericljan., ~p ~ing (Jo\mty'~ Wasl;i]n'~on; :i;~ .. ~ ... :/~' .~:' /' ' . '::Ij; ;/' }~.' ....... ~'.,~~,. ""':'" TOGETHER WITH the f61lo~.jng ay.~cri.bed property i;l'... .. ,:,: . . / . ·:·',::: .. ~ccordance with Decree QuietiiW Title iri::Ki~g C96nty"S~p€lri:C,lr \:;" ,.:: 'Cpurt Cause Number 86"2-22118-;,~.ent.etedj)n Marcp.,23 • ..l981: .:.' ":;. ..:-.:.... .~:' :.': ~i' ··h·.·· ::: ::,'.': ,./':'.:.,::, TIl~: South 330 feet of the Northeast quart~~'Q~fue":·~ou.fu~ii'st .. /' :: .,0. j! qua.tter of Section 3, Township 23 North,.Range 5;~:.East; .. /·,,· .' '" .,' /' ./ .)' wEXiJclamE.::.tethMweriditanS4' oinsKoifing tCtOhunty,f:wadshingtout ..... , .... : ... ::. ://, .. /'/: .' .J: ,:.. 1:.1.. e es . ee ereo; an .,,' .." .' ./' :(,:., ...... '/ E,XQEPT'tfre:North 165 feet thereof; and "':':,: .. " .,"'. .' ':>:. /EXCEP,T. .. thatportion of lying within the South half of the ::: .. : .. /" ":,:. .,/ $clUtMklf:of tbe South half of said subdivision; and '\"""""'" ···,'·j~XqEpr:icouj1ty.toaas;,.:. . ;)~,."./'( ,;,.}',/,/ . . .... :. ~~INN~lntt{:~:~iilL,,~ Qft)1e Northeast quarter of the Southea~ qUfutef:9f Section .3, TownShip 23N. Range 5 East, W.M. inKing.County;Wnshington;.:":· .;:. /"':" ... :. Thence Northetly,J.iS.o'O feet aXong the Eiist .line !J'f.saiQ Section 3; .... :'~' \~~, .. _~";: ,/ :.~,,:' ,\.1' .\: Thence North 87°49'08""West ~?O.2Q::t·eet; .("'''\ ;i .• ········.·.::. Thence South 01°25'02" West'65 .00:'feei' to the SQuth line of the Northeast quarter of the South~~st .quarter o.t sai~(Sedio~; 3; ;: Thence Easterly along said South i'ine-:~70;;20 f~t t<?,"the.,PoiJ?,t' <?f'" ...... , .... :: ...... ::. Begitming; '''':.::' :.,.. j: .:' .,: Situate in King County. Washington. <"'''' .:/:,/;/.":.) i ... "";'>' AND ...... , ....... : :.: ..... :.:,.:" .," ".:,,":"':'. "':':' Lot 3 of King County Short Plat Number 486017, ~ecorded··:·:· ... .':,:"" ..... , ... :/ ... :" under Recording Number 8703039001, and corrected by . . .... :: W:\WPDOCS\24025\004\11R2226.00C 4 .' r .:.: :; . ,' .. ' .. :fi:::::: .. ::.:;-.. ." , .... ./.: ..... ::. ... : ... .,' Affidavit recorded under Recording Number 8706260950, . together with the West 428.00 feet of the South 330feet ofthe ,/ / ... :,.... Northeast quarter of the Southeast quarter of Section 3, t:;, .... !"''''' .~/:.::// /~........ .... Township 23 North. Range 5 East, Willamette Meridian, in King ".;:, //. ;:........ ~~G:Jr;;:~:h:o~~ni 65 feet thereof; <::':"';"'''''''''''''''''''.. .,'.'.~. ..",EXCEP·T. that pot1,ior.dying within the South half of the South " ./ ~/' ha~f.,9f th'Q Soytlfhalf o.t said subdivision and EXCEPT County :/./ ~(fad~ :~; ./"'"t:~. : .... ,I.~ .. t' ,'.""\ .' .::' .:: :,itN 4CCO~ANCE,.wit~,·nec·r·~~ Quieting Title in King County :: .... , ... :( ::' :~\ CoJirt Cius~Numb6-;86~2-221J 8.,;2··entered on March 23, 1987: .~. .~: ':EXcEtr tlie E~t".f.64 feet6l~ai~ Ltt 3; . '~':: .. :.. (BEJNG KNOWN A~ Lot ~/of;Kii1g County Lot Line ":"'Adj~stmfnt l'fo. S9~tO 1 Oairccorijed under Recording Number 92091 01 02~( and 9iher.pro¢rty,)'· ..... . ii::. . ":~"' ..... j" :.: .. ' .. . •.. / :.' .. :";: ...... .:':.: .. :: ..... : .. : ... ~/.'.' ... '." .. ": ..... :.. .<":,}).' -/~\ ~ •..•..•.•.•. : ... ~. .f " :~ .• ~:. " :~. .?' .{,. .,: ':::"':"ji :,' ~:::~:. :i" .~:':;i" ';', .,'" .. .:=r .. •• 1 ...... : •• : •• : ••• • ' I:' ./' .' ":': "::,! 1 ~II...:,~~:···:~·.... .' <"'::): ::.': .' .~. " .' '-:" .: .. ;.".: .. :: •... : ... : ... : ............ " '.:. ':::1;: •. 1:0:, .• :, •• :0 1 ' ~: '~~""'~' . . : ....... , ...... ,~:y. ':' . . :: .... ::. " :: . W:\WPDOCS\2402S\0041J1R2226.DOC 5 . ' .: . ~. .' '.;'. .::";' .. ·;; .• f.···· ....•... .,' ........•. ;~: ':";' .. ·:'·:.f.:·,' ::. . ' '::' .. ' ":.:: .;:' ... ~ .... .:)' :/ .... } . .... .~ ... ::: ,.' ATTACHMENT "Bit LEGAL DESCRIPTION OF MAERTINS PROPERTY The'North 677.44 feet of the West ~ of the West ~ of the SE Y.I .:./~fthe SE::Y.I of Sc;li:tkm'~., T 23 N., R 5 E., W.M., in King .f· C,9tJ.t¥.Y, Was~~on; :gXCEPTthe West 130 feet of portion .( J0n~:·So~h.,6fa liq(3.j9.?.feet:~outh of the North line; .::: .;:EX~'EPT thf.l~ portiOJt.9f.,said N ~i1!1. 677.44 feet lying South of ~: :·:·.the:'fo1l9Wit:l~ de$.~tjQ.ed':iin~;. .. :a'egiIilijng at the intersection of the '\. South,..!ine.:6fth,¢"NQfth 677':4.4 fe~t ~lth the East line of the West : .... ::,:jl, pf'the Wesd~ oft:ile South~sd~:'ofthe Southeast ~ of said ·Section.,3; m~NCE' N &1~~i08 W along said South line a distana~.~t..~9.01.feet t~·th~:.begjiini~g.o-f.~~id line; TJiEJ·J'CE N 67 -07 -51'W a d~$tancei' of·n 9.8'8 feet to intersection::of tile East line of the Wes,t" 130:-fee~ibft4~ ~outhtfa~~ ~ 6f the)~'ol)1beast Y.I of said Section '3';',,~~id iritcrs.ect,ion b~ing(f,l~nu{of.:line; EXCEPT portion, if auy, co'iweyed,ito James,;L, .Dixo.tl. et ux, by :::. deeds recorded under Atitlitor :file ~o,,:6468344 an~' rL" '''''''''>::.:.. ..: ... ,?:: .. :,.:,., .. ",:' "":':,:. 7207120398; EXCEPT coal ati4 minemhigl1t's; rOGJj'~.J-I~R.'··' ':":WITH easement for ingress, eWes.s and.rltilities by in$tnifuenf:':.::.::; .. ( /' , . re~orded under Recording No. 760~14'048.1; st,IDJatr .. fO"····.. " //,// /C. ""':. eai~ments, reservations, restrictions and rlgQt~'·ofiecord;·ff:any ... ,;: .,;' ,;: :/ :~! .~\ ',,: \~ \ ..... /.:. .,/' /t ./ :,' '.'. " :: " .' :'; .::.,: .. : ... , ......• :: .... f:· ... :'< 0' ; ! M ,0 t, •. ·• .... "~:"' .. , -:;::. ;'. ,., •.• ~: ,~. " " ,I' ... ., •••• :. ,;:: " .:. :" ..... ~:.: .. ::,"',' ", '~:'I"" '::" ,;. "'~.', ' • :: ~: I :. ,z' \~ ••••• 1" '.'~': "':" ... , .. :l' :.:.,'::' .. ~::, ,~. :; ' •.•• "., ',. l'" ••• ' ;:,,;' .~,,:' :!' .. :: •. , ....... .:': . . ' /:;" " ...... , ........ : .... . ':. '\: ... :"::""" .. , ... ,,,//',(': :.~ :', . . ~ .. ~, .. ~ .. .;; .. ' ............. . ,:' ... J.~ .... '.~ .. ~: ......... "' ... :.:.y. :' " :.: ,:' . : ,,' .•.. ' ..... " :: .~ . . ' . .. ':~:~:./. W:\WPDOCS\24025\004VIR2226.DOC 6 . -.. ~~: .. ','.: . .' .,'. : ...•• :?' . :~': ,'.: .... ": ~' . Attachment "C" ' 1 0' Slope Easement" 10' Temporal'3' Construction Ea!ement Across thl~ Maertins Property .~;.~ ..... . .~. .: .,.1':' .•.....• ::.1 .' .' ;: .' .:' : .... :' W:\ WPDOCS\24025\OO4\J1R2226, DOC 7 ... :' ./: :\: . "': ... : . r',' .. : .~: .... ,. "",.::: :: .... la' Att&:~iUnent. "Dft ' -- 10' Slope"""Easement at Temporary Co~etion""~sement Across th~;·:·:Jlae~······Pr~~rt.y . i.~:: .i/.:: ....•.. ! . --",-.............. -..... ~-. -of SE 11 ".< " '-. " ....... : .. -.. '0 ~ -.', '0":"' : ••••• ,', '0-•••••••• ~ •• :.-....... -:~: .... ~ .. ::: . :..- .• -.... /::-:... . •.... ~ .•.. , ..•. ~: ..... :.~::-.~ ........ . ................ : ..... ........... , ........... ~ ........ ~ .. :. ( • '0 ~ '0 ~ -. .... 0····. '~'. ( •. ;;:;::.-- '''' .. -. ''':.~ -',-.. . ................... :::. .......•. (. . ................... . ....•. ~. .-. ... ............ : .. ".:. ........ :: :/ ;1 lhs K tiM 01' ~a Sa il4 ~........... ,.,. J ~ 16th Sf .~._ .T~~:. .. "?~:t:0 ... ::::.1 , <K~~~,,~~:~~~~~~~ ........ -~~ •..... -;-: ... ~: ....•....... ' .......... . . ........... : .. :-'.- . / ~ i 'Bt() - ~ .. -},;-~: ,0 ~m E .... ~> V>~"~ . ~. ~ ......•..•.... ~ •.. :~. ~......,. """"""."., --/",F":rJ:1Alrbi tt.<i i/' o' " • """" TIo'P ~ AnD 50 tIM .~""~'. ' ....... . -- ---~",.:' -:" --'.' . :::=/~ ... " .... , ... ................... . ". •....... " ...•.......•........ " .. . ". '.~.: . ........... ............. ...... ..........• -.. , . ' . . }: .,:~' . -...... ; . .... "; " ..... ~ ' ......•...•. ~ . . ........ .. ~ .. '." ... ; ...... ::.: . .., .. . ..........•. Curve Table et Wi.g' ,.., i-.'U· 1:2 L-9.50: ". 8"4$'10* =:~.:: .. :,.' .. ~--...... . ,--' . ; :::::: ::':':":~:: "-. .. :.":"""" "'n;" E·)jft,:Of,.tbe';··'V2~·o ./' of the If 1;12.ot' •. SE .. I/.;( .,:.~ ... -Of.,-.1;he 5E t/4i· .. sec a'" <' .. , ,'~'~::5 5t:,,), .•.•.. ~." .. :.,.,.. ..:: ........... ;.::: ", ............. -0:':- ,·:':···i:··':'::·:'··l' .. "i"""""'" ..••... • -'-0', '_ .... ~.~. .................................. ;..:~ ........ :~ . 00 8 ~ i ~ ~ g .... ~ ;: "I .;< o 7 :.,::;:.:.: /':>@ BOUNDARY LINE ADJUSTMENT NO. LOOL0089 ·bP~J • . ;~",,<'~.; .. ,;,/ .... z········· .:. A PORTION OF THE NE 1/4 OF THE SE 1/4 SEC. 03. T . 23 N .• R5 E.. W.M. WASHINGTON KING COUNTY, ,DECLARAT.JON:··i,· .~.: ...... .cH::JW .v~~ lEN !!~., THES: ~SENTS)~'l ~E' 'i'~"~;si~~p . c..pa."'\un" 'Qf OtveloC"eot Bnd EnvlrOtloer.tBl Se~~~t: .. ,' APPROVAlS: OLD LEGAL DESCRIPTIONS: Clo<Nf;Ia IS) OF =<r£ l4o;() .IIE"EIN O£!;C01B"..n DO t£l'IEEI" M4>\£ ... ......, ·1;" •• ilO',f'llAq, LI~ AD.MiT~NT THtI'l!:':lF.;I>:Jl'ISU4NT TO.J;CoI .• ' "" 4.1II"' •• ,.·'"10..1.W'.....-"ey Df C' Ill...... l.O .• 20OS---- UlT" flU A,1il:2L O~.tilt:SI!Q 1'l'R' taITM 1= n:rr " M SCIIJt'"ii ase fE£1 TO nt( .,2mE .... rr· "MKtDHII"...!fft!"-~ G.MRr£llll DI' 8E"rTlE)ll.l. 10""'UP 5&:.".0'0 .~NO DECl"1'£ 1I1lS·~b.,uETIENl 10 ~."Tl'e. 6RAPHIC"; ,".., " f --~i§ar~DN".~~.,.· '~I~H:~~JM;~~~~IJ /'.. .~' .• "." u tanl\ IW« 0 £1.81. "1U.AlCTK 1Ie\:O:-. IN ,;:1Ci t::lMTY. wA8ttNO'TDN. DESIFES OF THE IlIINERCS)':· :N."IlNESS..lIHEIlEOF,~ HAVE;: ".< .~; •• SET a.R ~ANDS ~.SE'L!·. .".' ·r i~ .-:' ..... ---:. :~; ~ .,\ .. :,-\S1iiUIICdF,I;i'f1pr;. PlalUnD 1.in1I Lor It au rAI'IZL C323a:I.sro..n ~tE N3ImI tw...I' OF" TIC IGTH tw...I' CF nc-SQ./Tt! tW..I' OF' It£ 1iIOIm4E&Sf QU.I.In£A CF ,.. s;r.I'n4UJT au.RTi.. 11' 1B:Tt:Jf a. "'-'P .. ~!I un. 1ltU.U€f11:.t6i]l:: ...... Pi ktNI ttI..IItT. U9I :: ::'. ..f~ :.,.: _,'-.f"; :1')" ~ \>1M SI~1C.III;'hhilln.0lE'S £.XtEf't TKAT PCIOTmI arstAlBlD AS ~ .,\,:: .. : .... " .... ' ... , .•.. ;, .. :i :./':--./.:."· .. "ft~ CDU>m .;!;~:;.:.'" :'~"is~SMENT5: ~12~.., . '"" ..... ,.. .,..': /,. ~~.i_ ~~~.,.~~tia't.~2gn."r~'. ""ar-ell s.N'e ./ .:..... .::lc:Counl.;NUiOer a!bWt,3Sv 924, .,M4. ~ . !IEI1JIIH AT A PaM ON JIoII!" NCIRTN Lne C6 Sol m &JIiDMSI"DIf F~'~~ ~~ ='&fR'~~ ;cU~!ECTrOlf f~~t:r ::l.u.M.. ~~~~. ./,..='. ~ ~t~.//: , .. ,,''!;i"1;···:t,,:1!lLf, • .,(<",), 11I1"· ~ ~ .. " ~'iM""'tDUni)' AU, .. :cr:! ~.~ng teL/Flt.r AaaU50r ':~ .. f' = =: H~:!: as tg~~l;Mfif" LIN( u= f~ bCJoICE eamt CtI"'1S'ea" EAST 1Zi."r:t 1"ft1'"TV nc ~1Jft gf'.~ bCP't TtC UST.JO,FEft nc:FQr" I'DII c:r;ur:-or AOIoD. ACKNOWLEDGEM.ENT. .":... .", ,,'. :.". .:'. ...... ..\: ';. ~ .. "' .. "" .,. LDT '" OAX ........ =-. ...., . • •• -~..;:.-: ..... . .. --... ,,-I::;: .:: ._: 0:\-1lC ICIRI''' •• I'En IJ' nc tIOJtM 3JO no 01' tot(. IIDncAS'f APPRDW:L NlTE:x -: -; ~'._ ::. to-.. ~ ~ " ,.... BSN1l£I,St ~ rIT m::c:ncw.a. T~ U Stete cf .... h1n,gtOl'l : Thia ~nt I;\HIUt:tu for -ixe""t1on undtr''k~f'JG Cltunty ,;. IOf1M. IWCI. US1' ... ~ CRID: ..... bI.a.. CCIt.MTf. Ccunty D,U;rLrsma-~S~:I' ~~n :--.~·tl~ 7:-d::l:~~.~~~tl!~h:~.ruture_.~"~~ .,. .... ··-.. ··'·~~AWIS. ~r: •••• to t;e:-tify·.4:!·:~.:~tt\:1t as""" :,.,. of !~c::f:li~~~~~'!1'U~~,~":~~1"i~~~~sD~e~ :~t:/': .. :.:~ ... ""'h~.Z! n~:'~ ~.~ .~~ ==,p':!p-~,=-==o-::;c."=-~--:c= '~~.J. b~fore 0(:, tt;t utdfl" the , ... cwne...s-lttD". .... ' .:-..-... :' • :"'." L.OT··~Me TI't["~~_QII' :..~~ ILl. a:I,IIITT !NRl ~l c. p nat. .. to fJttl"c: ~C'"l"'"uncJll':JlPpnrtg __ -.:,. • ••• ' ...... .-: ............ "." ...... ~4800:L'~-~~~.....,.~J ...... :,.tTi1 •• ~ knulll~··"tCf)t~· .co,_.. .;,},: :i:: ._......... '''-::~i''~ rDII-.7~ In person til w.o .al!C.&lua \1):.. .f.,FeDtJ:fr:g crcH:~hOft -"'::I -::~. .:':: ... -.... -..... ~:~ IG"i'M 'Nl ..-.ti.t.DWDIIr ~ PIICF'DlTT III ACZ::JIIIlt,iCt aY".ljletlceCi to w' tr'oat ~ 5::J9n.d t p\.:.~~e_ 3~ . ···: .. :f .::' _:' .... : """ 1EJiIP_~----rtTU----:~-d" CCUIT\' IU'CRtaA CIUIIT f,. ... ~ VCl)t,I"t.~ .c:t a,.,~ aue: ~CI(j t,1\r. usr.:,.. ~.~ ;.-•• _.............. ~ ~ ~=-s~:~ Oil twDt ZI. 1-"= ana ~pc.eB ,JJ"trc1n ~~~t'onca.). .~: NOTES: ":":. ~T~ FUT g,'~~GIf-SCT"'Va.&CF ':.....~gr Wltness:.··III nanD U'C DHlCleJ"~~el tt-.e-:·da. 11M ~I!!J!I-.. !· .. ·.-.h ....... ·~-... '"1 ~~~ 1W\JNi; tmltI'IY. '1nt aDD"'Y"" tten. :: .: .~. ".. DC" ,. ..... _ ..... -::.~ ..... _ .. _ J::" • ::. ; •• 4 ......... ' .... ~~ ..• '_. !) ~l;~: !:';:neerc~~ ~~:v~It~~yru,~; ~~~it~o.er · .. ····:.f .. I .. ·~~T~ '-~,~-:' ...u: r6 ~ : ANosliA c. Mce).iEE1· ~.. .:. tran •• :l1.1Dn/ClJauUnltlDn .rlt .... anI:! apZlIu"u"anca, ~,~!DnM"'" " SUD s.a~ »II =J JGT~.ruaJC i U " • '=:.. :.::. ::,~:ru=: ei8e~;s~~t~~~·:n.:~u!.!~~a=:-r ~:'~Dt.DC l=""~":::r-=D"c:·:'~~T . • ~Ot~ fro Hotary le.'lJn.ndr t.he~·:: nDt,.,.o.fdee"CUVblnfaraatlonta·grDP"lClllYlleenCt !:o~~AtCJ "l.GT301u.m"MCQIIITllNRr"'-A ~ '''~'''Da.''~ St.l.'.-A1~-.!I~'l!!'Vlorlllc.!Ehng.~. . _:: •..• _ ... cq~~ on th1a ,urvey. DCDT CIUff'I' PG&:lS • .. ---......... -......... -.-. .... ~-H •• YI¥"'~ ~ ... ; .. '. ..':~" ... :,~~'" 2) SUb1·;~f-.\D drajntleld ••••• tlt.. the helUon of .n'th ~Cl-r:: ~ Ca.a~a:r't:rADecu:.L~~ :'. -:. ...... ,'.. .:-cannot u-:gr-a-pnlc,Ut rwCW" ••• nteCf on th1:l .Uf""w'"J. pe,.. 82DI'Imt.=2.' •... .:...... f;": I_·~ L:irtl ~'l.tI'tNnt No. S92L,.(lSD3 'uae unMr ... :..... .~~ .. \' ... ~~.... ..::.~ ~lnl~. ~1~. ~'tj1J:tt:..~I'!: =..:,~~K:~T~ .~-.:;.: ......... :': ~f 31 SuDi~ifco=intL ·~Utans. r"I'5lr1:.tlClnC. ot a1. DtQRT PLAT. • .. 1.......... :~~ ;;"; =':l,..co~~ ~D~~cl~.~~!~. No. 486017. lilacs .. ~~. ·:··:~··.r'~'-saoJ.rt to.i~ .. ~. cortCIn'&'" or ";fno CSftUlty BD:JMar-y .::.:,..... ~;=~~nt .~'. ssa~~p3. '11.~~ ur.~~t"rlile·(Jt"~!nl nc. ·;·:' .. ··-sJ· .. ·su~Je~~ to ".I,/jYDUOI'l';~~O UP;~'tlg".;:~DntDl"'y~-·~;~·rf~:. 'r ....... tlle,.,. P6cOl.l ....... llr.O!I·too;>~ •• Ileo """er r •• ol"l1lng no ... ~.ee7.. . : ...... ; -=::. .;: ...... '"'~;: ii ...... ······ ....... .. 6) Suojlcr".Ut ,.o.g ... ~t.n.n~.· a;,.. .... .,t .... :·te-I" .. c;,ijn't.eiP'll!:c ":. In kl;B toCi'ft, S~ P)at.:ND .. ...e6017. '~.G l,mCer..-recor(lJ.nQ.,. ~'. no. &7 30300'. ':~ •. ~: ... /': :.:. :P .;....... .~:.. .~! .~.:: __ ........... . n ~~~ttlY.: J:g:~1~~~:::~;f~~~l"g~9~~'~{ . .,lstlC~~ .. ~t1 ,// .... : .... :"".. • ...... ::~ ••• -'", {,if /<'~.,/'~;/" (:~:::~")~,/,i.):.,."\ I't\o.r~ ... \.. C.e F I, ...... ., <\ ." \.._ ft • .I -.l '~ntre =.;~:-;;=' p. ".~~". Po:-.-(253) eiIl';-.. •. r1-.o1!-.,. .,'. .,' ;-~ .: _h~t~ .' ."'- Surv • . .{.. .i:'25C5 ~i·AeG ~. *2IZ,,'" , eymg . ······;~r 11011.".\111. III .i-980CS ;J' KING cotiN'q).(rAS~GTO RECORDING CERTIFICATE: .',"" SHEET 1 OF ~ LAND SURVEYOR'S CERTIFICATE: ~i~ •• ~---'~~ ________ ~~ ______ __ nwtr~t2tD~.,rJf <p.,..fj. MlOLIt,L ~ e.L • -1.1.l-.,....,. at "..~.t "'" r-.z:rst .". --I ............ kI. fIatoOv, u.. "I"~ C&rNa.h ...-.-. II .. _ If .. -"----Z/- 1W'Uf-. ...... ~b ...... j ~J_-L- .. ·/:/', ... ";.. t:) 000 '7 [ ~--J .,. ... 1.$".1 ..-A .-:././ ... ..-:/., ....... /.{·····,·::;:@),·BOUNDARYLINEADJUSTMENTNO. LOOL0089 -. .. " .. ··n . ,/,:. //., .::/,t· "'/:'~/'~ A PORTION OF THE NE 1/4 OF THE SE 1/4 SEC. 03. T. 23 N .• R. 5 E., W.M . 1:;""".> -:~~~:":;~::::~,:,~~:',~~,:;~ {_ .~.NG:,O:TY_ '> , ~,:~~c; ,~~~/,,~ ... _. W~HINGTON .. --~ !" . ···'d .,....... 1.,...' ./. . ... ~' .~ .. .3~r --" r . . g M.UiC OF , 112 01 .. :&/4 tI-a S/6 I r •. """".....", t·:····· ... ;-.. : . .• ,." ••. , .••..• / !>..f:'['" ( 1/ --.4~· .. .-. ---LOT X':::::""';· \ \. "i31.1E N.l:WE rs s t~·. Si[ IOlE '1 .... ·so·,. ".2A ... ~ .. .!: -r:.--~"'!."'.~~ .. .~.' ...... /'~ ~;.w' ¥ ~ ~. 2'~ .. : .... <: • .:: .. '·'· ./'/.~:.c I r-.~ .... Vl :;;····,··:~: .. ;:.i; ".111" --,.<)' ., ...... - .,,~:-" .;l.~-.. " I&ta:D WDW r:tICE ., . .. ' Notes: II Z) ~:~t ~Dr~: i:: ~~~atiu:;~ :~~~~~~~, ~~. ~ 1 hg ~l'Itet' .. CS on ~aT"'t'" 2~. !dB7. Thera ~, • SlIP wt~n ~hlr I'lorth Jlnc Of the 80utn !e:t fart e~ tht nor:lh hnlt (It Kj,ng County Short Pl.t. No . .1196017 ...... :r;t\ _it5 platted to the .~i¥i .. ion 1 Jne. Tna north line gt tne ISCKJtl'l 1$5 fe-tot •• U~ "elC! for tnit. ~n;':'J3~~~~·:~r:2-~~~~tt-L. tilt.,....a on Marc,", 23. 1967. 3) 4 ci U.rent &Kt iar. bra.kccwn ~a U$e:U few thie &LA titan t.he ~*ct'on br~ekao.n ~~d for the 1II"1Si, • .J $hort. Plat. ln1S. enG mit cse of prarst1on. e.wplalns the cr: f1'rrem:es in .". courses brtwrn t.he Ot'""vlrieJ 910rl Pl ••• "'0 th1» lilA. . . II.U.tI .... 100 _ I I Scale: 1" = 100' (,~~::~~::~!;~' /,/ ,l'--" "'~g'Dd :1) An _uUlent f,,;.··~Ji·:~ E.~gy_i~1SU qt, .... P .. cel i: ':."~"""...." ~nt '0","0. ViaSte" OctD~r 15. 1!98 Th;e •• ae_nt 1 •• Dlahkel •• "DetU eC"OIIIr.:t.rte 8lt.', .. ' :; .... • __ .... ona 15 net. plottlbl~. 'illl: U1lde.fRac. ~. e60S1~~" :'.: }". 110 ~I' AIt~~!tl'l r~Il~1 .•• t1c .cap sU.IrI)_a '.'lo;"-:'~' .:.... ./:' :f .~ .... ' :.} .. "l~ • .2 ~ tQ be eet:-;. •• ::. Basis of Bearing: .... ,.'" .'. .," ;:;i .-"":. .:. .,. ::sn~·!:;~~~~o~·rt "';.-tiorth z ...... aetD;ii;,.~.:/· :.:~~:~: .. ::,/:·::·:l~' ;g::····::::~:.:~~:.:w"J,>/:·::· ~::~:~ ... -.......... :\ r _ id : " 1 -*cenne :138M ~ •• ':--_110. .~~-S Jb':l ~3N DiPlill _ ~.JA. _ .~'D .... u. ,~..,. P . te ('"l U(~M~.·':: _...1 ~ .. . ... -om .:.' ,'IJIs ~ .,:' ~<" S . 'i... 3·12!5OS Boll -I\IIbd .2~ . urvc .'.""!" 8ellnoit. lOA .:-:"&Il005 ~. s_. KING COtJJl!1.,/iASH$GTOtil , [ y= '-JZI J t;. ~)! ~;;,. 2000 F -:: J [ SHEET 2 OF::" -~]j .t S ., ... ::-: ,/,/-~:::':t/:/<~>:~@ BOUNDARY LINE ADJUSTMENT NO. LOOL0089 [ ,r7~?l A PORTION OF THE NE 1/4 OF THE SE 1/4 SEC. KING COUNTY. 03. T. 23 N.. R 5 E.. W. M. WASHINGTON ".-~'."'. "'::":;:. " .:.\ .. , .... ,." ... " ............ ,'" . ~:: ;:: .. :~: .... . ...... ,-,... tot .' . ~:i' ,-;.::, I'-,..".th Quarter co""er Sec. 3 • D ... "". T"I" 23rl •• An;. 5£ .. N.". /'-,' ~ t ~O<"'." •• ~ .. ~~, ~ i /<~~:~:::~:~':::;.:"""'\' I ~~~~;: ~ ":":.~'.' , • ..;.-Weat ~~t.,. cl)rnee"Sec. 3 .••• • ... --~ :: f.. 1 .. ,-''''·1 •••• =:. feat CUBrt.,-CCI"'n." s.c., 3. ,.,.,,"~ t.p ... ;~ •• ~l· ~ .... M. ...... '::·t., ::' "'!.:f ~.:: l~. 23-.. •• AnG. 5£ .• 1If ••• fo~ D,.. ... :aSK:ttl CD1Ic:(EtU ....... ;; 2-' '.' FOU"Id "X' in to" .tone _~t~cJ 4/9,. tn~.d. .~. .-0 I :~.. ..--···"" .... -.~:)IIOnWMnt 0.6' III of ....... -t=--""~ :: !;. '. SI!7-n'DC'~'" '.2'2 e .. '· ~. P""t I top OFd!~ )'4":,"'~:;::,:~"") ----~'~"~:~»:<~1'I?::~~;:,;/{~;~7 : .,~:2al~,: ..... i/· , ., .. ,<>., ....... _ ......... ,: .... :::. I ""1".", i:~I~ '1" -500/"~ '''"':'. ':'. PJ-i~I~ .,> .. ".,,/ . {". ,('/} />·"·.-·~:."""·'t ~ """"r J _.". IE Surveyor s Notes: ':'~:. ../ .t· _,..... '.j: if .F··'·..... liP ,. I:: fJ The .emu_ftt con't~al *Y\cIWf\ fol' \1\i ... .:·SOi1.t •••• c:C:~lusniO ;/" ·~l .... , •• j/ .:;' :i' I~ iii ,~ Z 1') f1eJG U-awers. uUl1Z1n; • enf U) ~.tnlloaalltC: ;:~ .~'."'-i'~:-" • WSt.h 1M_gral alatttonu oJ.tane •••• Win; _t..,. ;: it .:" .-..... .;". ~:':.:, South .. ",aK.,. J;OI"'ft." }e' ,aOD1_ter 600) ami Ata' UM l(an~tlC: (R1l(J I StaUC'.. . •• ~ ........ f;.. .:":' .~. :.".. Sec:. 3., llllP. cJN.. ," I Global PMit1Dnlna S)I'.tt. (GPS). Unta" enG anoular :.. ":'.. .;' l .:. .:" :"'.: .. 1 A"li. 5£,. -W.M. Found -§~i~_;~~n. traverltDII lett tn. !tanc8l"'H 0' ... : ... : ... .-..... ..;,~:. ./' J"-' .. /. .:::' ./:= '1i-:" .3' ~:.CUr. tf'l 2) UUUt1l8 Ol.har tnan t.flvse .hoam .. sy ... l.t on thU .lU. ··:t .... _ ...... • .-.:.... ~; :l" .::. . .. ;',,-.~-:~~::, I ) onlY th~" wnich a,. .. ","Utll .. or " .. ",n; viliCl •• ",lden:. :: -:~", ... , •. : .:. .': L ___ .~_.-=--__ _ of tbe'lr insullaUDfi .,... sh"W\ h.reon. !.:. :::-. .::' .:·:·· ... 'h .. ~i :1 .... • sas··Jl":J?tjI·£ 2644.64'----, 3) 1h1l aur ... , ".presenta Dt'i)'$1Cel :IJ.t)!"Dvtment tDr.Glpons as 0:-•. ,... ..~,..:..;. .:~' .::' • __ ,F i: ·~·.'SOutl\eut t:D""8r Sac. t.ne,. n1neo OttCD.r zz. :998. tbl ::IIt, tlf Un. fnla ........ ~ -.': .:' ;.:. .;.' ........ ,.,..:; ::TWP. 23M ... =t-Sf ...... . .., ::;'~11'''''' tOf" 1.;01 c"<r'p,!on. a ... r.eOroe. . ..... , .... :=' :/. /" .:f ./' ...Ii ./' ~:.~~~.~n .. ,:~~ ... d. e •• ~...,l. he" bEtn ~l.~ed or. thl tl~l' ,.,po,.t frol '~:~~'" 1~; 0-:-''':.· .~:. ~ .-::"'"" .... : •• ,1' .~: ~~r ~:~~: !::r-~11gl.'tfl~D C::i ~~~ 1 D~aer Ntl. ":. .f:· ./' ./' ,;:~' .:-Y ':!;~~":1: ~i .::;"";-.. '.:, ~a.rc.h naa 0Ba" .tt.~t.d. . ..... -. ... ::"' :l .::' ....... '-.;,il.-. ...... t •• ;::-~ ].: l' ,.,-..' __ ......... . 5) Of"'et. lfiMnliOf'lS ahclfft't\er-ecn arc _teS.,Ire'd pt!'r-penCltullir oP .::'~: _,! '."'',.'.' .",;". .~ ..... " .... ::. to prop.,.t, l1nes. • ........... ;!" ~-. \~ ... :" .... """::.. .::.:" .l' .*110_10, .~. :!4:.. Legend: • • IItJnu.nt 'oune, hsi ac :'no!:ler 15.. ,g;:S • -,4 AeOar .1tf'J rH I) INt!C tap It:'eao.~ "l.5 Z23Se' to be Set. --:s ... 1 -fCemre =.. ~:::: or liE-stlO3. .0 RfiE/.W Pointe (Z$3IIII1'_--" "'"!'-.,,..,....,,,t. .:' f . :f.... .i~ •• t" "-If ~ ~~, •• ,. Survevin2 . "':~: llell~ fill. .,:-.f· 8 .. _ KING coum.i1r~GTOltf .Alh 01 _ SHEET 3 OF '-... "j' 1-• 500' • <. ..... -.. r:~'. :: :""':'1 ~I 0'" ... AiI ... .II 01 I{) ... oi I .. crwlllll .;:.a:.:t~ ,-, : , I "j • \' J \., I,'" i,. • ,I I 'J 'i ' • t' ~1lrr ' .f1'11,." ~ I ~' . .",,,-'I l .. _ , a e. ~.', '" I. , '1· ',I "I, ,,= 10~~~' I , " '.llth ", " '\ , "! f f, ," 'I', ., I" f' \ -., . .... ,.. IIIItIIllllrAlR ....... da""~IIf .. "."ft ."" " . ''/ '-,- \ 'J ,',. " "5i' ~ tl , .. ,,} I , , , ' /- EutmeDL Notes. ,-~ ,._.,.. .. ~'d .. lmll 'II .......... _11111111 11111 .. ,..11 fIlIf II IIlIIla I 1;/'. Balli of BeDPln. './. ~:, -, ........ I'" I .... bct .... ~~II' Jl "".,.111 . : ~] (Ii v I If ',' "'., " " 0 '1' legeM' /. '-" -;,' /1 , 1\ '\ Vi/;', ... '" I I'" -, '·,f;(.v?~ ~--v' " If I' Qnl\1 .,~" l)lS.a e.' , }/' .~ .. " ,j' ,= 100\'" , \ I"/'} , ' . .ill '/' ." " \ "t I " " , 1'1' "'" , I, '" 1 • 't I .. .. ~ "f: 'I ,. 'v'.' I"" I ,. t • .1IIIIIIII ,l1li TlIltIUIBIr A III -1,;)/ 'I! .' I, I • • t4 _1fIi It! ,1aI1! " IIJIIf UI/JI'hlllll SHEt.12 Of 3 " EXlIlIJrr A MCCLELLAND PROPERTY 101 3 of Klo!: County Short Pial Number 486017. recorded under Recording Number 8703039001. and corrcttcd by AffidaV1t recorded under Rccoromg Number 8706260950, together WIth the West 428 00 feel of the South 330 (eet of the Northeast qUMtrr ofthe Southeast quarter of SeeMn 3, Township 23. North, Range 5 East, WtlJamette Meridian, U1 King County, Washington; EXCEPT the North ,16S feel thereof, EXCEPT thai portion lyiDg wiLlun the South half of Ibe Soulb half of the Soulb balf of said subdiviSIon and EXCEPT COWlty roads; IN ACCORDANCE with Decree Quieting TIUe in King County ColUt Cause Niunber 86·2·22118·2 enlered on. Mard123, 1987. EXCEPT the East 164 f~et of said Lot 3: (BEINO KNOWN AS Lot 3 or Kina County Lot Lme AdJlUuncnl No S92L0103, recorded under Rceordmg Number 9209 t 0 1022, and other property) ClICI.OO lITlE IiSIJW(.E ca.uWff has _1111 docImIIIIlI _ as. MbIIraftsy and lCUib no_I« IIUCln'1 OI'W.1dI1 rI 1114lCUrr*1t Luck Parce~~ EXIIIRIT n Parcel A. The North 16S (eel oflhc South 49S (eel of the Northeast quarterofthe Southeast quarter. oeStetion 3, Townsrup 23 North, Range 5 Easl, Willamette Meridian, in Kmg County, Washington (No Road cxceptlon has been nOled In tlus descnpllon for Parcel A) Parcel B The North half of the North half of the South half oftbe Northeast quarter of the: Southeast quarter oCSection 3, Township 23 North. Range 5 East, Willamette Meridian, in King COWlIy, Washington; . EXCEPT WI portlon described as follows' Beginning al a point on the North line of said subdivision \vhiclt bean South 01 °25'02" Wesl 633 38 feet and North 89°J1'38" West 30 fcct from the East quarter comer of satd Section 3. thence Nonh 87°37'38" Wesl along said North hne 125 feel, thence South 01 ~5'02~ West 122 17 feel, thence South 87'49'08" East 125 feel. thence North 01'25'02-East 121.75 feel to the Point oCBeginning; Except the East 30 feet thereof for County Road (There is an overlap of appro:drnately 17 feel between Parccls A and B.) Yellaud Parcel: The North 165 feet of the SGuth 330 feci of the Northeast quarter of the Soulhcast quarter ot Settlon 3, Township 23 North, Range S Ea.1~ Willamelte Mendl8D, 1Jl King County. Washington;' . EXCEPT Counly roads. lJeaDett Parcel: Lot I, King County Short Pial Number 486017. recorded Wldcr Rccordmg Number 8703039001. and amended by Affidavil orCorreclion recorded under Recordmg Number 8706260950, in Kulg COUDty, WasiungtaD, bemg Ii poruoa oftbe South balf of the South half of the South half of the Northeast quaner of the Southeast quarter of Sectlon J. Township 23 Norlh, Range S ElUl, Willamelte MendulI1, In Kmg County, WashlDgton; EASEMENT AGREEMENT. 11 W ....... "ll1'1l11" ... " '., CHICAGO lITlE ~ COMPM'V hu pIaC4d VIe ~ ci !lead IS • M1DIr1ef colllesr and attepb no tlbittt fir U!UttlnC)' Ir_ 01 !hi docu~~ CJ: co Q 3 Upon KBS provid~8 the New Access to the McClelland Property, McClelland agrees to rdinquish any and all easemeotJ or other nghts to access tile McClelJand Propa1y over tbe Existing Accas, whether web right arises by express gram, implication, preclption or otherwise ' McClelland agrees to execute any and all documents Jasonably reqUired in order to extinguish the Existing Access . 4 KBS reserves the rigb~ in iu sole disaetion, to revise tho subdivision or PRD so long as such revision proVIdes McClelland with access 10 the . McClelland Property over the KBS Property and the Serra Property McClelland agrees to erecute any and all documents reasonably required in order 10 effea such revisions 5. In the event that either patty empJoysan auomey to Cnforce any orllle provisions of this agreetnalt, the pl'CVllling party shall be entitled to TC(:()ver il:l costs. litigations expenses and attorneys' fees incurred m conneaion thcsewitb from the non-prevaIling party McOdlud KBSID,LLC, a Waslungton Jimlted Jiabilrty company ~ nne INSUIWICf CIloftHY has jiIad lit dcIamed ~ ••• CUSIOINr cMa1 "'KU\U aD IIbItIyrar lilt can:y or YIkJtt of Ib docI.rIIlII '?r'"' ",_ ... ' -. .. ; .. r _.:... ..... :'.!;::"....,,-:: ....... 1"-··4.J¥'· ., ·.:.t;!-:-.~·~C.).~fl ... :;."1·':' ...... ·'··· : ' •• ' ""o"·""''''.t$i~f/ j,L'ld AUf~ Jltd H':I 1400 Ra.uwQ..Y COlqlar.7 NV t (; l" Sl"" of .,.,0 ~ ..,t,~ ., ... ':'!I! " 'L".(;,' 40 " r 2:5 N e;,.c "" --------..• --'.------.' --. o r: iTlI ~c h ---.--------·,Jun~ ~(J-lfl'J(\-• -.. - --, ,-- U/ .. -~·,-, ----•• - In ... 1 •. -------.- ( ~'.~: ",.1) 1;0 If,,!'d Jl'1110 t t r, ,1;,. n,.l!------ ~: .. 1t. 4cblt Jt".u~:l{'o xlnn on 141y .n .. Wlpn.c.{ t p (eorJ.Jlorllll bo r DpJtb JlI.:u.,. Co ,Jllnn .)IS) ( r14by uanLoe Locab Wn) eli' by-.~ HY. Il. w. Clu'X / 411600 lI,.,..nt to U .. "bert. ~ fit.CIl 'I ". g t.."ne .,l'.1 1t1.10. L. !lton_ floIhlrrn rt ... ~lCl·. l<:~~~. l~ tK" I,ll o! ... /lly 'lot 1.' rl"t .. 'ld lo\ oJ! loG!" .•• :-! 1,:1,1" .wJdu t.o e'l ,_cr:"'1:' t,':' (1· ... In A.D .::n .ub 1 I.U :!:.st,;. fv:-"':;/)'; ','0 ""0 F .• If .. '-:'IJ r ,\'.11. J',Ily l--J .. ... ,.-\ ,.." '.:l<Jd J,. : I ........ \:vl 1 ;,If) J( , _.J ..... ~7 .. ,,1 Jao ~o A..,." i. I,. VV,.r1., \.y in., t. t1 tt1 ~OT A-02, , III (', • .,,4.1 ."01 ~ 0 t I' o· i,ufl lLr.otllr,rPltr. for .,J." t70'O , I, r" ".. ~",-,,'., ,.. , .. II ): .• y \'1-04 "r.-1 rn r.d d . ":'. ~.' ::""J:j 04 Vol. :., :. ,. ~.:. \J I ,c II r,'.v, ".' h. -; .·II~~" ~I ... "d fH k . : .. ~~t .. /;: '. ,' .. , '.~' . ";" ' . .' :" . .: . ..' .:. GO TITLE EAS 33 00 llcll~vuc,.W~.sh.ingt9n·9.8004 : . .:' J" ~~a~~0t OF 015 '. . .. . . .' : : '.'< .,"" .• ' ........ ~GI29/2004 15' 31 .:.., '''.i/'} ,:;;;:: '::').; "'/ .. '.... .' y~~::. COUNTV, lolA "' .. ::: ':,. ': ... " ....... '. ,.,,1 .• /,-:.:" /;: ... ,,:i~:::,.:.:~··:" "(,:;'//:::' .. , .. ;)1: .' if ,. ~. \"', "1' " .' '. .' < .' DOCUMENT TlTI.:J't .-Easement Agre.emerit 1"1':-- GRANTOR .~. .' Luck Vl1'mrua' ;:-' ( /':]/ ...... :':: . GRANTEE "':'.; .:~': KtiS IH{L llC , .. ' "::;:. .. r "~:~f ~ .' " LEGAL DESCRlPTlON .pm o~;Sect,lon ~rI;pwnsh.lp.23 N~rth, Ran~ 5 East, W M m King 'CC?,unty, Wash.lrig~n .:" .. \: . c.: .. :':':"':. '. Ad"(t'itlollhllegru. descriPtlOns'(:m :Exhlbils:A-E of tills docwnent ASSESSOR'S PARCEL NOS. 032305-904.6,032305-9035 ,/ . ' ., ......... ,. "!" ~:. .' . CHIGAGO:TITlE INSURANCE COMPANY ~TI*. :' t " ".':. "::::: .' '. I· hal~laced Iha .. d.ocumant of ';': . :.: .' . : ,'. /'~? I • .' ' . ~'. re.cord as a custom.or courtesy ·::·'1, .. ,,,............ .: :. t .? (p {5g:3t . ~nd accepts no halrJllty for .~. .< ./'... ..... , ...... ~ ... :: j .~::: ~.; :-1heacc~I~~y.orvahdayof EASEMENT AGREEMENT:/' ........ ,,' /; .,,: UI8 dO.Gllmen) ;', ';:;f' } .,.:; ,; ;; I "( :,: ~! ;; :: : .......... ,:. .' .~: .' . /THlS EA,SE¥ENT AGREEMENT ("Agreement") is enter..~.~)pto~hi~·./~.O day of i1AA/'U,..S-} ./ ... ",·.,.,.20~, by and between Vlfgi11la Luck/ .. ,!-~inglc w6man ("Luck") ang:.:KBS1Ig .... t.L .. C./a Washin;gton 1ll11ited hablhty company (IIKBS")"~nd/pr ~hccessors or ass18Q.s of either .rj'a.fty. . .. ,,,.,:::: :: "': .. ,i' .,: .. ::; .... " ..... ,...... ./ // (/' .. , . .':. .,/.: .. ·,/··· .. ·,,·····:···RECITALS ',".: I .... ~··:,.: A Luck:.~~,.the. .. o{J~~ ~l~~~tam/r~4i'·propertyl0cated at 10601 -148th Avenue SE. Renton, WA 98059. legally desqtibed in Ex.hibit' A att~hed hereto ("Luck Property "); and D. KBS is the purdlijls·;; .. ';~~n.L~cl·~ndb~ a.l·e~:~2Qtory Purchase and Sale Agreement dated Apnl16, 199i':(jf'C~rta~h re~l p.f;bp~iy.,\Vhl(~jds··t4~ subject of King County Boundary Line Adjustment No LOOLOO$.9 (tli~"'(BLA ");' pprslJant ~(,··tlle...terms of said Purchase and Sale Agreement, KDS will be .. pu.VchC3:~ing:·Pa(6el X created in, the BLA, as legally descnbed In Exhibit B-1 attached hereto. KBS··b~s a~so contr;;icted:to·:purShase. ... tb.~ property legally descnbed on ExhIbit B-2 from one or mor'e ~.ir<l:,part.i'es /Th~ prop.BrtY deSct:ibed on Exhibits B-1 and B-2 are herein collectIvely called t11C':!fKB.S· Pr.6periY" .;',::,,/ .:: C. KBS has obtained prelunmary approval to s:~it~ltl){ks.·~~~ ~f:~~:.. ," Plat of Stone RIdge, Kmg County DDS FIle No. L99P3008 (the "Plat orStone':~idg~!j); :: ..... ,::.. ':;/"':/ }' ':.\ >-.... :: :: .' .... :.. .;.~: . . :::: ~ • , •• , ••• ' ,,' ~~I' .' :. .' .' • • :: ':::.':-~{ .::'... .~. :.'" .. /.. . ;'. '. " \' :f"';';'~ .. ; .•.•.• : .... :'.; .~ .' ..•. :{ .. ~. " ..•• ( " :,' ,'.' .\' ..... ~ ... :? ;Y EASEMENT AGREEMENT - 1 W IWPDOCSIJ304I\IOl\AMBOO74 DOC 8Il1101 ',: ,. -':;'1,'" .' -,.y .. \. " '.:~ ~ .:.: .,~' ..... . :~~' " " '::,~. ,',' ',~ " '.: . )' :.ii ,:""0 KBS desires to obtam an easement across a portion of the Luck Propcrty for the .purpqse;Qf ingress and egress and for the· installation and maintenance of underground utIlitlCs .. ':if a~y .~e 'tcq~ired; and . .. ,:" ,;' ': ,;',,;" "" . . ' . :,..:: E;·'··".. Luck is willIng to grant such easements according to the terms descrIbed herein; \.;, ,\ ::::" .~, .. , .. "" ......... ",.. :.::' :/ NQW. :.f~1E'~;O~. III ~oniHdcration of $10 and other good and valuable " .' .' '.: ,,\':J cqns:ider~.tio~::p'~id 1?y··~S ~o flJck, !Eo/:mutual promises contained herein, and the benefits derived Jh~reft'omithe:und.er$fgned .p'art1~~··h~roby agree as follows' .~~. . ::::Gr~tl:f E:s;~ents,/:'~i~~~ J}et'~~':4~clares. grants and conveys to KBS a non~ exclusive easerrlc,pt OVr:l< up-der ,hmd"~'~cross ,th~l'pottlOn of the Luck Property legally described in Exhibit C attache'jf'herei'o ('~,Ease~ent.A.t~fi.·ilftor the purposes specified in paragraph 2. below. Said easement sh~l1 Q~ perPetu~" ex¢ept.)is q,the,pNise set fqr~p i.n paragraph 7, below. The casement shall vest (a)"'38 to ~he prop~fty ~e~.cribed O'h:.ExhibJt Bil, upon execution of this Easement Agreement, and (b) as/.to tlie pjopt;t'ty::des~ril?ed on ~~.hibit B~2 and any other property within the Plat of Stone ·R.tdg~/at ~iic.h tup'e as\'~S '):tqti~rcs an ownershIp interest in said property. Luck shall have the right.·.~9:·us~ th¢' Easenl~ntAre.d f~.r. .. at1y,.and all purposes not inconsistent .~it:Q the rights granted to KBS her.ein·:::.-Sil~h u§~s s~t:alI.Jnclude>~~t not :~'~':~lInited to, the instaliatiofr:Qf underground utilities, sid'ewa1ks, .guttcrs,.:pipes':'and'·'~lv~rts, ,so l~ng as said uses ~o n~.t uni~~sonably mterfere With the iii'Stal~~qbn, .. ri1a1JiteiianCe'fuId.:bp~iati9n of thc undergrqund lltH~.ties 'in the Easement Area or the use of.~~(rE~sem~t''Area for .ji1g~.ess and cgress .. :·:·'Aft(;i' co~plejlon by KBS of an underground samtary sew~r. .. sys'tem/whhin::the Easement Area"tuc~~ at Luck's sole expense including but noCUmge~ toJi09k up' fees, may' lllto)iook:into said s.ew~r.·sy~~em. The Luck Property is the burdcned::,pr.6perty ~d the KBS Prq'perty,'a.Q,9,·ttllY c,>thei prope'hy Included WIthin the. Plat of Stone Ridgitis..;;1he .benefited propertY. .,,':" .;.{ .. "'., .' . """.,::; .,'j::, .... , ..... ·~.iOf b:le.{ At~~· .... KB!;, s use of the Easement Area shall be litruted to the construction, ins~lat1on;" m<!.i~t(mat)c6~. repair , ... pperation and use of underground utilities and for Ingress and egr~.~. ,//,i: .. ',./ . \:, ..i. .J ":";:' . '.: ~ ", I: ........ ,. .:;. .: ~~. ': t:,;; ,.:': . .' . 3 ,', " .:::"'~"',:. KBS's warran·~~.~.s:·:~:,,,,,,<\.), ::' .... : ./:: ,'.:. ::/. :,:", .. : .... ::,' 3 1 Constructlon..stand~rds/IqJS wUqant~Jbat'.i.f any underground utilities, except Luck's hook up to the sewer syst~m, are·.ilisWlcg'· in .tb.~ Eas~~ellt' Area, they shall be constructed at KBS's sole cost ill accordl1n.ce )V.lth~lt ~ppli.oabi~ draw1ngsi:-.specifications, permits, approvals and other legal requIrenleil(~. u~PQsed~y c~i'Y, ~()'Upty, ~tate or federal laws andlor regulattons. "'.,;' .i· .:',' :.,.:. ,.:" .{ .:,:' ..... , ........ ,., .. ,': .. 3 2 Ownership. KBS or assigns ~~i{~e $.~ 9~n~fo{·~i~·"KBtpr~~ert.Y:upon closing of the above~referenced purchase and sale transactionS:: ./ / .. :: ./':\ ... ~~' :" ./' .. <,,' ...... . ...... " ... ,.:::: {:"'~'" ;~ ... ,.,,:.'\:::.;: .... :,.(:.,: ... :., :: ...... '\ .' .,:/~,.",:,i/······:.~/:· ::;,. ·~··::::~t1 ...... :I'·'· . .' , .:' ~:':::::~. , .' .' ,f :/: .y ",,/': ::::"':'},' ':::"',:,;,:'" ,.' " .'," ,~/ " ~r} ··'··~·,.:r ;; EASEMENT AGREEMENT - 2 W \WPDOCS\3304l\I00\AMB0074 DOC BilliOt :;. '::'} '''':: .. :~~/' " " t .~,: .... '. .... " ,f .Y .' /4 Luck's Warranties Luck warrants that she is the owner of the Luck Property .and th'at.t,here are no liens or encumbrances affectmg the Luck Property which would mterfere :.:' .::.':wit9~·:t?b i~~~.nd..c.d use of the Easement Area ":';. .... . ... /; ::,,: 5:;"":, Maintenance and Repair Expenses. All expenses associated with constructmg, .... ,., """'m~illta#iing:; rep~ir,ing~'r~~toring, cleamng or servicing the underground utIlitles shall be paiq ""'" ,. e~itirely b)(l<BS,,:except tli'a,t if Luck1i'oqks into the sewer system, Luck shall pay any expenses a~sociatc~ witli:.ton~,tri.1'qting~ T9aifitaini~g, repamng, restoring, cleaning or servIcing Luck's hook up.::". .:' ,:'. ,.:-'." ::~:' )' ,,':"';, :;("':" ... " ..... "'.,.,: ... ~,' :II O]d, .. Ft~~'lf~s:~::~ ncJ:"lri~:~'~;~ltfP~~~i~ibns, .:: .... ::.. ,"/,. /' }/ .'·~'·1: )'; \~'.:. '::::"~/ 6, ("h"""Mu~al Indenuiificatt6n{ lq3S and Luck hereby agree to hold each other harmless, to indemmfy arid d¢fend"eac4{o~~r: o(and,..frQm any alld;,.~~l1 claims andlor damages which either party may sustain as,,£ re$hlt ,9'f any .pieache'S·'of thei~i'res:pective obligations described herem. Without limitlpg t#~ gene~~ii~:y ofJh~. for;~goi,ng:;:JfuS specifically.agrees to hold harmless, indemnify and defend ~dck,:Joi a p¢'rio&9f:iw~{(1)yyeal's from tllC date of completIOn of the construction of the uhU.tibs,.;'\vhithever o'tc~s tri'st, C from.and against any and all claims "d/qr..,~.amages relating to: .,' \"", "'.i":,>. }," . ,t i <:,.,,.-, .,::"\::,,//'l ,.,' '::::::':,6.1.1 KB8's construction and"ins~lat.ibn.:6fllit·uttlit1d and r9ads; :. .;.:,:,c::":''\:': ~6.1.2 The ftlrng of any liens or a:'~~~;m'~ti~'~~~ristth~.l:c:k('~roperty as a,?SUl,~:J)f tl~~:.:insiil~,~~,~~, of the utilities.·~·: : ..... """~i:;. "..:::':'/::./ .:," ,::,:.,.",:' ., .. r ,;6'.1.3 c'Tbe overflow of water from the utlhues; .':.:/ ,:t. ,:.' ", "'::";,, /,/ :/: ,.,/"'\: '~; ";"::,:/ .. '::.. .. ,.,., "', ..... : :": 9~'1.4; T~ie ~,ontaW,ination of the Luck Property with hazardous or tOXIC waste or material its aii-es"dt of'Kns's installation of the utilities; . \:·,.:, .. :,,:::·';'·~?o'/·~'e ~~~J~~g~ olh~ardous or toxic waste or material tllTough the uilli~ system; :'~'.6 1Q:;;;J~~~'~g~~:::~f!'~~r par~ or pcr~on contending that the utilities or road were noi:'p1'6perly coristI1icte~:' o.r;:.:·OtheriVis·e::damaged their property or the enviromnent.. :\. ",~,,,."'. .:/ ./" /:".\"~~.. ';\""""""'::;, . Notwithstandmg any provision hereof see~'i~~i~ .. ~lt.ti~ c9htra.& • .th·~eAssQ.~iatJon.,~nd/or KBS IS successors 111 interest shall continue to be bound by tQe 9bligations c.9nta,ihed'in thi§"":' paragtaph 9. . .... " .";,;. (:,.,,.:.::~' /~:/, C:/:.:.:/:i' ,.0::::;;;':): '}/:";''''J: ,'. 7 Termmation of Easemcnt. The easement granted l~·erC~i1.shalf tcil'nlinatc:'hs to.·thc···::. portion of the Easement Area legally described on ExhIbIt D attadlcd h~ret&:($~ 'ii1cmp9rary \: ,r.':,,/""'''::~:· ':~':.'. I "::, ,:' ,/ }} " }' "':.,' II"':':: '.:::' ", .\'. .::;: ": . : .. " .' .:' .;:::~~ .';~: .' ".;' .~~. ',\' ::.: ~.: .l:::·,,,~: ••• : •••••• :.:/ " ,< :l ',t EASEMENT AGREEMENT -3 W \WPDOCSUJ041\I03IAMB0074 DOC 812UOl ':""""/' j,. :f{ : .. "'::;': . . r )' ./' ~iscIl!.ent Area It) on the later of (a) the recording of tlle Plat of Stone Ridge, . or (b) the ¢xpir,~t~~~. or tennination ofthe Purchase ... and Sale Agreement dated A,pril16, 1997between .' ':Ch¥l~s ari(1'y'irginia Luck (Seller) and KBS Partners (Purchaser) .. After the termination of the .." ca~t~cllt Wi'Uliii. Ule Temporary Easement Area. thc cascmcnt granted 11crCill shall continue 111 \. (lillfor~~"~d effect as to the portion of the Easement Area legally descnbed on Exhibit E (the "" ". ..,.,.'i'Perm~ent~:Easbmenf'Area ") In the event a formal document evidencing the termination of "" .. ,. tl,~ ea~:em~nt Qll ,th~ Tempo~ary E~s·em~Q.t Area 15 required, both parties hereto agree that the pr~p.?ratI9n q{ ~uch .,doc~me~t )VIII be .. ~{the expense of KBS. and both parties will cooperate in the·sign.fug and recordl.rig qf $'Uch do~~m~f.""·"::;';,. . .' .; .... : .. ,' :':' :\ .. / ~r , '} ./·/ ... ·:~:t· " .. / ;:.,;';::;::;., . . . 8.' ·:Cmicn'ants,...''Ru&ning'':'''·jt11 the .. Crtn«· ti'lIck and KBS agree tImt tile terms and' . conditions contAined gereiu:,:shalfberii:$.t and!burddl the Luck and KBS Properties, and shall constitute covena~ts"ihat J:UD wi'fu both ProPehie$~; and shall benefit and burden the heirs, successor and assigns of th~ ~uck ~d K,BS,iPropertj.cs .. "".,/:: .. \. 9. Entire Agre~:~ent.(::;TlJ6'~~.::t~ .n~)~~~~~ .. n&r~~~lel1J~5jc(~een KBS and Luck that modify or affect thIS Agreement. Tills ,Agr~~ent}s fully jjlt~gf!it~ and all prior negotiations regardmg the terms of the Easement Agt~~fue~t ar.e mergeti ~to ahd Jlav.e);Jecome a part of this' AgreCment~ .. /:'::':':':"'.:::.,;..... '" ',", '.:\ .. ' "":"':"\~,'>' i/'''::'' .,:// <: ... , .... / .... ,\"':;"':;\ ./ .. r:::) .. 10.<' Notic:cs All notIces, consents, approvnls :and pthgr"ooInmufuc~'tioI,lS pt-0vided for herel~' or ~i'v~.n Lri\:~onnectJon herewith shal! be va1idly.J~,lveU:'; ~Flde;.::deliyer~d o~;:'served if in writi~g and deh.ver~d personally or sent by ~gistered, cC'rtlf{ed m.a.il(or (ec~ipteci overnight scrvi~~S. P9itag~.;·prc~f.l1d. or by facsimile to. with confirmed n;~~.u?~",,~. th~::f~,U:o~.iIlg addr.,rsses,/· .::" .f ..... "... '< .. :: ... '::::: ... :/' ' .... :." ~. .' ./' ;.:'.:.: "~:"::' KB'S:::. ., .. ,..... . ,/"',::/KaS,:l,II, i L C. . ':':'1/ .. : 12505: Bel~RecJ..Road ,:.'.' ... ".,..... F ~el~¢~t:j' wi\' 98'00~ CHICAGO TITLE I,~SURANCE COMPANY '\ Attenti9h,~/ K~~il\:.Tay.:lor ".' has placed In6 O~cumenl or \':" Fax • ..425/452-9016 / ::." ..... <: record as a CII~lo,licr courlesy .... :':."".,......... "{ .:.;.~" '':,,;;' .' :,,:' .J:':':'" rhneda~~~~~~~ ~~ ~:~~:I: ~~r .;: "':':. Ihe documenl VIrginia, Luck'·'<·:::. , ':. " 285 Santi-::pune Driv~ / ./"":.<,. Ocean Shott:s';"\V Ai'" " .,' .. ' :" .::;>" """" , ':~~~,., .. ,;r .:' / .' . Luck: ~.;. .,y .:' ::'··'~I~~. ;.; ............... , 11. Attorney's Fees In the eVEmtaQ,y p~ty.:empioyi: an attorney to enforce any of the provisions of thIS Agreement, on any issui·'oJ.s·tat~, fcdercij::or .baQlcruplcy law., the prevailing party shall be entitled to recover Its costs/~itigati().ri expen~:cs an9+casonablc attorney's fees m connection therewith from the nOll-pr~vaU:ingpartY. :"':./ .:: . 12. Governing Law. This Agreement shan be ~;;;;~iu~£ a6~'~~~ei~:;.~;;<\ "_.' laws of the State of Washington " . . ... ,.;;. ::\ .. '\''''''::'''': ':"i' .. / .. :"""'" ': /'1/' .::-" . '~':,:, ';:../;;::. .:' .~.: :. EASEMENT AGREEMENT - 4 W \WPDQCS\33041\\OJIAMDOO74 DOC 8111101 ". ". \1' • :: . ~\' :;'1 :'';.,. ··::·.1: ...... :···: .:'.r .::' .:,,::::. .' " .' .'.' ...... :~. ·f '.' 1. .': .~. .. ' .' . .. ' ,: ....... . , ,1' .. . /'::':' q. Scvcrabdity. If any provi~ion of this Easement Agreement JS dctermined by a ./court tri' b~"U1vahd or unenforceable, thcrcmaindcr of this Easement Agrcement shall remain in t:' ,":: .'~ ••...• ,' •• ". I. . :" full' forcc and effect. .... .~ ;:' ,to",', \:.,.",., .. , .... / .. ,/'. :14.;. s~icccssors. This Easement Agreement binds the heIrS, successorS and assigns o(tJlc:":i~ar~i6s. :,: // ':':. .<, •• " ...... , •• ,,/ ........... "" •• '.~.>. :':.:. :' :.:' "~:. . .. ""' .~::~: "' ... :' ..:': .t· ,., ,~.)OlS.lH;··'L •. J.. C., a Washlllgtoll lImited liability company' " . :./ f:~ .. .':. . "1'" If ..... '.' ".". , •• ,./ "·'·.,:! .... /:.:-:.'.)~D::.:.:,;yr':,/ "." ,/i.:::/"··;';i' ';": ·11 ...... ·,·1· ~~~~'ll=~1-'f)~L ______ --.,.,. ,~. :/,.f .... .•.. ,.,. ,\' .~ . .': .. . .' . '''', ~' .. :: ... EASEMENT AGREEMENT -S W \WPDOCSU304I\IOJIAMDOO74 DOC BIl2l01 ,::- :!' }" :i ';,",-, . . :: ;. ; .. , "\', .: .' . ... ,; . ...... .. ;; '(,i' ji,·,/:::'::::';JI~,mtE INSURANCE COUPAm .:: ........ :, .. ,: ..•..... ,.,.,',./.: .. ;./ ,i' \" hai'placu'd ,he'documenl 01 .. )'. ···tetold.as a c¢lom91.~oultO$y ..:~ and ~ecepls."'o lIablllfy-lor .' .... :, ...... ::.. lho.aecur3cy 01 va\ldlly ot· ,:::,:,:.,.). Ihp'docU,!Tisnl ,,/ .r .::'.:. ':" ",t .. t"., .. :.·.... // .;' :./' .:' .' .. .::>., ........ :. :.' ·~~h ••• :.' .' ·~ .. : ........ ,.,I.I,:;. .' . :.';' :i(····'\ ,: ~ .' .~ .... :. .' .' .' .' " t' :': .... ~, .. :/.. .' :.:; .... -...... . '\-. .::' ::/ .:' .~. "" ':' . .;:: EASEMENT AGREEMENT -6 W \WPDClCSUlO4l\ID3\AMDOO14 DOC 8f2l101 ,y ............ :.:. .{~t:/ .:.r .' .:,' . ', •... EXlIInITA ... ~ . . 1f;~(:;~~i~9n .. ,~fthO followmg described p~ope~ . . ,. \:: .... /. ./": .·;:~hC ~~.rth 165 feet of the South 495 feet ofthe Northeast Quarter of the Southeast Quarter '. . . .i" .. /"(j.r Sectlon 3, Township 23 North, Ronge 5 East, Willomcttc Mendlan, III KlIIg County. \'-:,., ..• , ..... / ,/ . ..' VI asluhglpn; .. ··;···.,:. Togcthc{\yI~li .:" ':'. ..,., "··'l.:,. . ;The.NOrth haJf of liic NorJli half lif the South IlIIlf of Ihe Northeast Quarter of the .. :.: SoJII,I~ast .~~~~er ~ ~iclton }..Jownshlp 23 North, Ronge S Eost. W,lIomctte Meru.JulIl, ;: ,",:Kin" N.un1v Wash'lligton;·.· ., ..•.••• ", ..• '. , ... o";rV ")I' :." ....... _ .,' '., ':'" [ixecpltba1 p'orlloD lht;.rcof dc'SIJI?Cd as fpllp.~~s' ··.Dellil1nll;~ .. llr'a P9j'nI9)1 the..~ftli·'hJl~,.of;~s~riJ S\lbdlVislOII winch bears South. 0 1 °25'02" Wcsf:.6J3 38 fe91" an4 No~li '8r37'38~)Vc~, J(J feet Cram Ihe Ea~t Quarter (1/ s3J(1 SCChO',,}; .. /' /' ,f" '~~; / ,':~'~. ":~~;"! Thence North 87°n'J8~ Wesfalong saKllihc 125 [eet, Thence South OI'l5'Oi" weSt /2~·1/'7 (':et •. / Thence South 8~~9'08" E~.~·t 12$ fee.f. ./ ......... ,.:. . /\;. Thenco North OloZ,s!.02" E!lsI12'\ 7~·fccl.io .1I1\: /IOIIII'oilJcglllliillgf' AlIlylll8 eAsterly of lho fOllowin~'.Il\l~llb,~·~· III.l()·/ , ........ \ ':. :,. .... :;:~.: .. /~ . ".j .. : ,.;,~" ./ .::: /." ';::::. ::: /. '>' . . . COMMENCING althe Northca~tcQ,fnc~OrIJiu Soutld\alFofl.lfu N~u~!.~a~t <lu,lrtcr of tile SOl!!~least qUQrter ofsllid Scctlon j';,' :. .;. .'. ,;'".,... ./" .. ":.... . ':. Thcr'icll, North 87°37'38" West, along Ih~.Nortlnrllc. of .$~id ~orl~,halr. n dl~lnl1cc of 5:S2,J9"'~~tlO the True )'olnl ofBeglllnlJlg, .,,:.:' ,:"./ ",:,; .. ",,":,,'.; .. ;, ././ ~rhellce 5ci~h 21°52'52" West, n distance Jr'l~.2Q [c.CI, :: ... ,',... ....... , .......... "./ t /1 hen,,,) SOU'~l OS03 1'42" East, a distance 0(20 J5 f~ct, :' .:' Thc,ic~:§ou~i 42°54'50" West. II distance of7 os [C:dl •... /" ...•.. ,...,'. The'nee 'Soudj 25° J5'32" West, a d.sloncc of9 82 fCC~t .:: f .' .~. ;: .' .' Th~nce:Sout\i 65°29'00" Wasi. a dislance 001.15 [CCI.'·'···....· ./ ./ ./ Tflenc~·SoutJi 12°10'41" Wesl, a <hslnnee 0129 24 feel. ·:..,..·.,:.,." .... )·cU/~~q·i;rlflNsUM'ICECOMrA/iY ·.:fhellc;O 50l,lih I a~4.~'Jo" Easl, a distance of 43 66 fecI;~: Ilas:~laCed 1110 d.ocumenl or . .' .i·The\icc 50~llt-S2°26·i34 .. East, a distance o[ 14 34 [ccl; .';'~~O!U:p~sc~:!r,~~I&O~:8$y .,;' "Th6'~ce Sbuti; 4G04S'41!: Wost, a distance of6.71 (oCI; IhoaCGluacY.Q(validlly01 .' ThencuiSQ~th O.~·n'2S~ West, a distance of37.70 [cct. Ihcdocuni8~r ":.:, ThclIfcl S9'uth J9°2J'14~ Eas!~.I\,~istanee 0(55.64 [eet, '····'Fbcli"ce ~ul~~43°9·J '1111 J;;nSt, a dia.lancc of 14.29 feet, Thence $putll: IO'46'4?'~:CoSI, a dlsfimce of3.20 fect; . Thence S~tllh··20'·OI'i2.!' We~;' .. dlsiilncej)f2 I 40 fccl, . Thence S~th 12°3~;1.6" W~st, ~~llisl'~III;b o·(·J 1 G I [cCI;" .. rhence Souih.QJ,~tO' f7'" ~st,adlsllincc of.4.9S.rcel (0 a point on the South (mc of the Noreh / GS fcet of Iht) ~ouril 4~S (eet ofihc.Norl'.Iclis~ quarter of tho SOllthco&1 quurtcr of said ScctiOll J and t/ie·)erni'inus·pf de'l'i:ribcd IillC, ,.::: .,. "\, ,>" .F ./: .:" :: .. " '::"',:. Excepl the East 30 feet thereof f(jr:,~~~llty ~9ad!~ .' .:' ....... ,' ,;!:>., ...... :: ·:1~ •.•• •· ..•...... .,:",; . . ' ".:~ . . ~~:., ... , ., ..... , .: :: .:. .; ';', " .\;/ "::t 1~1~.~ .' .' * ,: " ... , . .I' :'. ,: ,:: :; :.!, \' t:'~' ,,!' ., '. EXIDBITB-l ',: f:~, t .. :' "., j.-~~ ", \.l '::I~J~"" "'" l~.;.', .:. ~;j. ":I~ •• , . .'· .:l; .... :/ " " .;~ .i' ". ;nla~.pulta~1l (lfthe following described property: ... ':.,.," ... , ...... ,., .. "...... :: .:." .~j~.!)'N~~;~"I'6's.:roct oflh.Q"Sou~~ 495 feel of Ihe Northr;ll:ll QUllrlcr of Ihe Southeast Quurter ..' ." . .':·or·Se~I,~.pn,.), T()~'VIl~Wp"'23 N0pb. Range S ~sr, Willoll1otto Moril1illll, ill KlIIg CounlY, :' : Wash.luglQIJ; :: !'. . .... , ... /~ogltih¢r wia;: ':' } /' '\... . .. .. " ........ v"\ . . '. " :·:·n\C{~o,rlh hn!f O(UIO NorUqmlf (If tho $O~Ul,J.Il\Jf of Iii\) Northells.t QunrlCr ortlle :';>O\lI~llli\st q~ilrt~JorSFti~ 3. T0t.~i')srup' 23:!-lorlh,lt.,.ugc 5 111lSI, WlllalTlcllc Meridiall •. 1II .. KlIlg C.PlJnIY~·'WAJ~·an81b~; ~!y .' "'I:,} Hx~ept.lha, PQ1liou ~ereof.dCSCt.iboa ~ff()lIows: D<:ginning a~.'1i POI~1't on ~~c No¢i'tk,i of,~icJ 5ulxJivisiou which .bc.lrs South 01925'02" West 633 3Hect.dnd Not'lh 89.b37'3~tI West J.O· (eel Jrol1l the E~t'Quartcr of s,lId Section 3; ':'.,./ .' .::,/' ./ >" .:,.' .. : .... :.::.. ..t.:., ...... ! •• ,/' ,'. " . /' .~,~~' .::=' ,. 0':, . AIIIYlIIg westerly of the fol1o~·ing..'desc·~lbc~:lll.i·e :1/ :'::' / "':'.:;. Cq~.MENCING nt lito Northeast ~~~hlot{hC ~:~Y.~h., hl\l~;~.li~~ ~~~~~'lisi"9'Jru1~r of the ':""'" SqlJihclI,.1t quarter of said Section 3; -':". .'.:...... /"""" .... ,. ';;. ..,./ Thonce NO~.lh 87°37'38" West. along the Noitl~,Jino ,!.f'~i.d·NOIth h~!.r~,~·(JISl:lT\CC of (' ::,:S82.~~~ feel 19 the True POlnt ofDcglOnJng; 'I~:I';I":' "./' .:", .,/' """' •• ~ •.• ,~' ,,:: "~:' :" 11ICIlCU:Soutli',21°S2'SZ" West, Q distance of 16.20 fcCI,::... .' .. ' .... ;; ./ TII,~'i\co $oul~~08°3 J '42" Eusl, "distanco 0[20.35 f~l'; "".::' :: ..... _ ".- ::' l1i¢ncc:Soulh.:42°54'SO" WC$t, 11 di&lancc of7 os (<<I;', . . i :.fl.oncp·Sou\112S0 I S'32" West., 1\ dlslDnu or9 82 feci; :'" , ....... y .,r I" .:'11lc'lc'c Sol)ih ~.s029~09" Wost, a dislallcO oI31 15 feet: < <')l~J3i1cc Spu!.b'j 2° I 0'4 f'~:.wCSt. a distance (If 29.24 feci; CIiI~AG~ Tltl.r INS6i'1:, 'iCE COMPANY' ':"'., ,. 'tilonoe.$o\Jdl 18~4'.~30"·~t, a disl4nllo of 43.ti6 feet; has pla~ed IMdo.~·umc~1 of ":,: ':. TIu.mc,e'S9'ulh ~2~26;l34" .East, a distanoe of 14.34 fcet; record as a Cusfomer courfesy ·'····,Tl1crt~C ~ulh;~Go4.ji4 tt~jW~r;'a·drs~.l'C of 6.71 fecI; ~~da~~~~~~ ~~ ~:I~~~~} !~r Thence S.outh".06°~)'15!" West, 4 distartco 0(37.70 fcct; Ihe documenl TIlcnco S~ulh "~'9a'2J ·lA·i~,.East~.a·dl~n~~ of ~~!64 fCCI; Thon,o SOIJ* 43ao"'i4~~ Eu.r; a di~m;1: Qf'14;~ feet; nlcncc Souill")0046'4~h IW~ a dista'ri'Cc 0'(3.20 fect, ... ThenCe South 2000J '3~" W'~.4~15taJ~~·oq1.40 teeth Thence South 12"36·16~~ Wesl, lI:dJ~ 0(:31.6 H·cct~;· ,,:":' .. Thcnco South 07020' 17~u"t. Q dlltaptc ot4.98..iectto 4 .~int.:o9 .tIle Soulh lincof Ihc Nonh )65 fcot of tho South·'49S'fc.3t ofthoNor1Ji'c.Mtqu~itor of'iho Sa.ulhcnst qU:lI1cr of &.'\id S«tlon 3 IIl\d the totmi"u$ ofdf:Sttlbed'Hi\c; .,,:' .:' .:~ .. ' , .... :: .' ::':' """" ~.' '~~-"",., ... <.?' .:~ "" , ,~, .f ", .. ~~:,:: ':"':'., .... ':" "",.::' ::"" .. , .. , 'j'" . i,'~l ~;'i' ,·u ,~.: ,,' fI)' :;~~: ' '14' • }: .' ':'" '.' W \WPDOCS\J3041\10l\lIRI019 DOC 08122101 " " ,l' " ;: ".\' ;,r .t ." ," " .~. , , .,' " ,', '\" ,:. :..!. :" '" ,:' . "'. /' / :' . OBl22l01 EXlDJ)ITB-2 . ....... . .' '". ll·.~' " ., ........... /' .:,,:' .::' "" .~:" .. :' .' " .... ; ..•. :. ;:',0\::. :: .~. " ,.' .~' .' " .' :: " ... ...... }' .,~. ..- " .,' .( .' .' :,' ... ".; . .~ . .j . EXHIDIT C . ~. .l . .,. ::' .' y :,:" !~. :l' t· , Temporary OIfsite 'Utility & Access Enscmcnt for Stone Ridge • .' t' ';:, •• : ••.• , ......... , •••••• .\\ ": •. ", ... ".,, \'.~ ~\ ./ .t . ~'.' ...•. " ...•• ' ... \ .. \'. " . . ~.',. ,./, ·l1u;:Soui.h 20 (eet of.tho North 165 feet of the South 495 feet of the Northeast quarter of the , .. , ..• "........... :. S'?~the~t qua·l'tct'·~rS~~l'a9n 3, TO\~)l6hlp. 23 North, Range 5 East of the WJllal1lc!le McmiJan 111 ~ing 901l1,~ty~:.Wn~.~~!nf.lon;:.:lyil?~,,~'iistcrJ~,~f the followlIIg lIcscnbed Ime . '.' .' .' .:, .,"',,' ,.."'. CPrYIM~NCU~G;it ~he Northpast ~6m~·r·q.f the South half of the Northeast quarter of the :.S.oli·~hca~.~ .. ~:IJ;hrtcr.;·of~ld Se9~pid, f'''''/' ./';'\ . I hel.lee North 8rJ7,'.38''-'~Vt~l. aJong:.,hc l::(orl!) hlle of said Norlh IHllf, a (hslance of 582 j·9..,feet t9,i'hc True pCllnt··QfBegll\i'i'I!!g,'\;" Thcllcc"Sou'ih 21 ;52'5.i· Wcsi, a (UIiJ~I,eC 'of 16.20 feet, Thence South 0~o31 '~\2" E~st, II ~1s1a!,ibo q(ZO J~.~ecl, Thence South 42°~4:':SOIt WCSI,.i. dlslanceiof7';05 fc·~t. /::." 'i! Thence South 25° J 5'32".,Wcst·{a dl~tanCf~ 0('9,82 feet,"::. {""/ 11lence South 65°29'OO'(We~L a .distatic~~of.3 Vr5".lcet;:i /"..":" Thence South 12° J 0'41 tt \veist, jl':dlst.!ine¢' 0[2,9 24 'rc~,!i: '. . .. ' Thence Soulh 18°46'30" East, a"ill.s.!rinc~: of 4,3 66 fecI,",' ::' ,." ..... , ... , Then.ce South 52°26'34" Enst, a dlsian~~.of f4 .. 3~..(cct; /' .' :.:,:' '\.; Tflcnc'c"South 46°48'41" West, n dlstane~:.of(j.71 f90t.... :,:' "" .. ".:'" "'. "':" / .:l"hcncc So\.!th 06°33'25" West, 1\ dlstanec ·6f.3.X.,:7<f fe.ct, .... ... ......... : ....... :/ :: ,. " Thonc.e South 19°21' l4" Enst, n distance 0 f 55 64 fc.~t, .::,' .'" . . Thche~:,So\llh 43°0 1'14" East, a distance of 14 29 fc'clj,/;' "., .,.': " Th~nccHSoutll 10°46'49" East, a distance of 3 20 feel; .'............ 1henc~'South 20°01'32" West, a 1Iistance of21 40 feel, ", .... , .. , ....... y i ,:' .' ./'rhe'1.~c So.dlh r,,'1J~,~ 16" West. a distance of 3 I 61 feel, .::,., /::. ...... . ':" TIIQhCC Sr;iuth'07°20 f l'T' East,ll distance of 498 feel to a pOint On lhc"Solllh lu,c of the ····N~rth 16'5 .r~et of. t~e S6.uth 495 feet of the Northeast quarter ot lhe Soutll'h'i(quartcr of , "~::~ ~~T\n !,I'nj"'t::,~~~,~!d',""b'd 1m, "~I'''' .I~· .,' .:' , . " l .1"' •••.• t.'·····:.~: ':: .... " .~. .,' {. . ' ..... .... ".':":.:,",, .• ,',.,., .... /' /" """ .. :,,;;'./ .i: .' ;~'!I'''''o!:' .',{ CIIICflQO mll'NS~~N co~~:~i\'1 .;:/,:. ,." has placed 1M datumSn 0 ."., .. ' .,. lecold au customsl tOul\e$~ .~; '" ... ' ~nd accepts 110 'IablIlW lor .: 1M atCulacv or nlldll'l 0' .:..... ,..".;. Ibe document . .... .,:' ".~ ",:" . '.:~. .' '" " .' ... .; ... " .' ." . . : . .:~ ~ ,;: ........ -:."'=':: ~1--..._ -:~_.: . ....:~.-::::S .. ! t ,i,;::.,;;.-'<-•. ;' •• ' •.• -~ .•• " , •...... . .• "':-:. ......... _-...... (. . ...... -...... - ..... _--..... '.~. -.... -.... ..... ... :: .....•....... , . .' . . •. " ... ,: .•..•• , I. ..... _ .... -. '-'., /" ....... ' .. _ . '~'.:. " . ... - ........ NE Cor. 51/2···':····,···········'·····1:······, . ,.:.............. ., .... , NE 1/4. SE 1/4:.:······.· ...... . ........... ~. -"- ..... .... •. -. .. ~ .. ,,' .. , .. south ~H{~ N t~ 165"';\ \ 20 <;t~mpo"i .. -ar.:.y ;,5·-··~,._ ... , .... [ '>/ 5 495. I'l€J/4. S.EJ/4. I)' utJ 11 ty· ... ,~ Acce'SS'"··~,,,-··~ :' Sec 3., ... ·T2,3N: A5[t WM ",:,: E . .as·em.en t "'¥"'~ /,.. -~.'-".:: •• (" '. .•...•. ..' ........... / "'-,." ........•.. -"?~'" ."', . ...... , .... , .• ,.. "',. fTilm;, ~lIti ia II I II/ --: .. , ,. ........ (···f··::_·::··:·:·:·· .... ·J:'~:~:j;.1 -... -.. ::...... .:;. .. "" .......... . ...•. .......• -...• ....... ......... • ...... •••• .-...... a· ••••• -....... .~' ..... -·E ........... , ... · • ..... : ..... .. •.... -•.. ~.-... ~ ;<~J .... ::. •.... ~ .. "-:' ......... : •.•.•.... -:: .....•.•... :' " .:.:.::.:~.:~ .............. :,:;:::::, ~.: ..... ; ••.••••• a ....... ~~. ...... , .... , ...... ~.-, ... : .. ': -,: ........... . '.;- ....... ............. :.~::-;.}. . ........................ . .~ ...... ~ .....• -.-....... . ....•. •....•. ;): .. . ...... -.: .. ~ .. .................. : ............ . . ... ~ .. ~ ... :~: ~~~.~ : ..••. ~~.::~ . .-:y ... ;.,., ~'.' .•.• -.-. .-.. -~ ..... .. -... .. : . .;:. .. ······1·. .:J~ .... _ .. :{: ... ~ .... ~ ... ::..~ ....... . -... ' " .. ' r :: ;; '.\ :.!. . ' .' :'. " " ..... ... .r ·:·';·I: •••. !." :::, .~ .' .... ,' . ; . :' .~.~~' ..•.... '. ' .... Exm~ITD Temporary Offsitc Utility & Access ElIscmcnt for Stone Ridge (To Be Extinguished) ,,~, .,~ .. ,. .i: ..... \ .. "', ." .• """ ........ / .,:: TI.lso~fh ~9"~9d(~r·~i~i:N?rth I 6S,.fec\'Q[ tho South .195 feet of the Northeast quarter of the ' .. 11:: .. :" ~6ulhcnst qUa!tcr or.~.ccti6~n 3, . .TQ\\tnship,;~'23 North, Range 5 East of the Wlllamctle Mendl:'lll III ;"" .KlIlg.touotY.~· W~sflJngtoll;"1Y.tilg'bs~~-r1.Y of t~.'i?.f0llowlOg described IIJlc ",. ./. /: . :;/ :/ .. :::: .{: .{. ~';"'~" .. ~.~ .. ~~' . \\:}. " , ' .... :COMJ\:I'ENCINGXat tllc Nortltca~rcomcr;bf,tho South hal f of the Northeast quarter of the ':. .; '0" ,} r ";' \' :l' '!l \' .f Southcast (lua!1cr of'sald fie-cuoll 3; .;~ .::. ;." Thc~C'1,.Nort!)·'87°~?'38:/We~~~ along iti~·.~6rth linc of said North half, a dLst'lllce of 582 39 fc'e{i~ th~;TruQ:i)olnt.6fD~I,ri'n"hg::)· Thence South 2,f°52'S'2" Wtst, a;tlls~ilce ~f 16 ~.9, fect; lllcncc South 08°3.V42" ~~st, ~~~hs~a·ilco .• 6qo'j5 fedt, /"";::/ 111encc South 42°S4'SO",.,west,(a dtstllllcb of7 05 fcct,·::·. .' :, .. / Thcnce Soulh 25°15'32",Wcs't, a distali·cc:·6f9 8:frcct,;: .... Thence South 65°29'00" Wist, ildlst.a'nc6 of ii 15 "rcc.~: ";;: Thence South 12°10'41" West, ~"dlst~l\q:~ of;29.24 feci, :. .., ....... "., ':. lllcnee South 18°46':30" East, a dl~'iane~:of Ih'()6,feel, ./'.: Tilenc~'~~uth 52°26'34" Enst, n dislanec'\,r 14 34 t~ct;.;' ": ... ,.,./ ..... '.; ,thence Sowth 46°48'41" Wesl, a dlstancc O'f·<i..7.1·'tce':; ......... "' ...... .... ... ·:·Thc~I~~ Sotith 06°33'25' West, a distance of37 70 f~ct; . ...'" \ Thc'ilC'~:South 19°21'14" East, a dIstance of55.64 fccl~"/ ::'" /' rh~nc~!South 43°01'14" East, a dIstance of 14.29 fect; ". . ....... . tilClld Souih 10°46'49" Enst, a dIstance or 3 20 [eel; .. , ..... ' ;~. '. . /Thento So,Jlh Zgoi).\,'32" West, a distance of21 40 reet, 1:; ..•.. ,/ . ( ";,. . ::;TI),ol1cC ~outl(12°J6'il~," West, a dlstancc of31 61 feel, l ,/ .... , lhellcc ,So.6th O(.~20' I 1·;" East, a ulslance of 4 98 feet to n pomt on the Sou·ih.,\inc of the '~o~"'f6?' fce~:of tlllc SQ~lh 495 feel of the Northcast quartcr of the Southeast qunrter () r """"sQ'ld'Sedion 3! nnd.:thc t~rmlJ''''us'oNescribed IInc ;:' r ,":: ,.;' .. 1' ":.:. E.xcCI>t tl11;1t ~'~r'ii~1l 9~~~~lbe~h·sJolI~~"s.,;:,.,., , '~'\::,r .11,11" ;'( ./,. . ·:·~:~,.;t:;/ .t' ): 111C West 31?"'fcct or.the East 496 feet.Of the South 495 fect OflhcNorihen5t.Ruart~t of,thc .... "" ....... >1 North, Runge 5 Enst o·t~hc Wllhii'nc~.te Mtndlllh I ':":t:I~II""":"'} .:.:" ::;' .:"~: ." " ".\ ~ ... ,'" ",,; " ~"~' ;,"""~:'.' _~ '"'" c-, ~;::.;:.;~~,.~:~,~~::-~: ... ,: " ~~·f~~:~:~:,:-:,;·~~~.~;'·::I~'~~~·' . ' .. f,~;;;;::=,: .~": .... ~ .~ .:. ~'. . .. ~ ......... ::.:.:~::.;.:;::-:, . .----....---~ ... -- . :.~.~%w:~~; :.:':":; .:" :!':S~t~~~f~~H·;:,~:/·).-,. ·c: ::.: -:..~.-. ,,-.~ :::.;-.. -:. .. .-.':'" .............. -.. /., ( •... .-."::,', .. ...... -.. :., .........•.•.•..... , ..• -.. -."; ....... . . ...... -..•...• "; .. . ...... .. ...... ...... -'-", ...... ... -................ . ' .......... -:: .•... ~. "\ .. :.,." ..••.......•.... , •... ......... ''':0.: . ... .... .-. ........... ;,'. . .. -.":.;. .....•. :j.~':" ..... ".:. ... - ...•....••. .... . ';. .. -:, ... ': .:~"'. (-, . {-'~.,.~?' ( ....... ~.-..•.. ~~:. ~t:;:dle: /:1 M . •....... , ...... .. -.... -.-:. ....•. ~ "'0 ...... . .•... •. ~.~~ ..... ""\'. " . , .. , .•...... , .•.. " •........... \ ........•.•. : .•. -.... :: .... /.: .. , ........... , ... ,., •. ...... ... : •......• .,... ..•. ~ .. ~: . """, ,~.:: ,~~:,:;:~ .. '. . .'. :.:-"-.-.;.".,/ ....... '.~ ..... -....•.. ;.:. ~"""'-1 . .;~.: ............. ;::: ..... " ~ " ...... ~. '·~q;.':.',r:: :::"' .. r1' ~ \~t ',', :: ,/ " { .\' ': . .', . ,:- " .,t " -I" ,i" EXHIBITE .,' J'crmancnt Offsitc Sanitary Sewer Easemcnt for Slone Ridge . '~':. ,~ .• ,. / ;:".t.\" It :: ·.'·'~"'i .. "" ..... , .•.. ,,'" .;: 'n}(~i\Vc~i 31 ~Jec.~,or,tb.~. East 496 feet of the South 10 fect of the North J 65 feet of thc South 495 .' feql of the Northeast qunftc,r of tile ~outh:~IlS1 (illorter of SectIOn 3, Township 23 North, Rangc 5 Ensl of 'I he Wlllamc\tC.Metldmo II{Kmg ~ounly, WashlllBlOIi. . . :',' "./ .. / :.~. .:.-? ...... /./:~~) .. ~' "'1,./ ,.' :.;: . ,. ';'. "1. ~ ~ ':I;~ .. , ..... ~ ....... . :.~. .t" .:' ~;:., ':~'" ..•.• '" .....' ":.,, ./ ,/ .~ .. '::./ .......... /. ,.,}::::I .. " ..... "( ..... :/.;.< .. /' '., .,' '::" . _"' • ';:""1' .:::::: •••• :/ .f " 1 ,~ ',! ~ ',~, : ,I" ~ •• ., •••••. " •••••••••• :.1 1 • ," ••• :/' } of " .' ,. " .,.,.: ... , .. l/,"·····:/ ;; :: ;. or . ,' " J ~.. _ •· .. , .. ~,::.1~·· " ~.. .\~" ,J-"'" .. ·····'8: .,' .~It' ...... . '~: . .' ~', .:,,-.' .. , ... " ".:/' N ': . . :.:~'. , .' I \ .......... \. .' ..... :::. ,.' ./ .;~ ~ '~~ " .';:. .' :,' .;.;. .t. • "';'.:::-' ~:~." .. ~.\ J ".-.? ,:. 1,I.l, ••••• ·,··1 .. ' .. : ~"~" .' .~:, ::. : .•. , .... ,., .... .,;. . ,"~ .~. .:':~~I"·· " ...... ,. ~ 1', ","' ;; •• " II. ". ';. .r·'· ......... , ..•. ;( "'1 .' ,. .... ~:-.. . :' ~; .' .' "" ""I.,; " ...... ':"," .:' ,:.' .. '~:~:' .. ' ':"" .' .' .' :/' .' " ...... \ .' " .:::::/ : ~ '.: '., . ~'. , ..... ::. ,,:-/""":: .' .• f . ,'.,' ,. " .. ' . . ' ,!I.· .. • ... , ,~.:' " /.~,:/' :{ .. ' ':"::" .,' ... ::" ..:"!-~:..:.t ,': .'. ,----.~ ~.,.,.";~,7i:.~~~:~;:-~:, ,~,---" .. --,,,~;'!"'F'" )"!.,;-,.,.,;, .... ,,~. "., " .. ..-................. -... ::. ..... :/-~ .... ....... ~ •• '·'0', ~ .. :.' '~ .. ~ . r -:.-:--.-. ~"--.~ ................. -:-, •..... r ... , ...... . . :.·.l·:·::·:·:::--.,-······· ".'.'.".': , .......... . ,; .... "'."'.""',_ ... ::::" ..... ,~ .. :~.r Cor, ~1/2, " r···············,-~ . /.~._"'."_'.' ""'" .-.... ,.,.,. ...... ,,, .. '. ~~~/~, ~23~/ -1, "'. r············,·····_) ('" '~::'~'::~~~:;""':;:'::' ,..' So c L : ::;~i:~~9;:~:" .. '" "::',~,-;!~:~:~:~'~;"'" South Llne N 1·55::'/ / .. ) 1 10 per.'l'n-ane~Y····'''. . '.' ·1-·~i~·;· S 495', NEfJ4;, .... ~.E'1/.tt ..... :: .... ,. Sanlt~t.y sew-e.c ~~} ~."-... Sec 3, T2\!N. 5~E. "'~II,\':~ Easem,e~:t",... "''''.:::'' ,,",:, , /::::~, C,.~:::":" {<:p,:':',""'» d~);') :.' _'" "."'... "·"'.,.E lIno ~i 317' E A9S' ~:·NE1/4"· I· "'-" •.•.•....•..... , •. , ... . : ....... . . ...... .. ; \ ~"" ...... -...... -. .: ...... ....... ..~~. ~~-: .... -.... ._ ............ ':..:. .... r: ............ '::. .. _. .. Scale, ·1·'·· .. = 20(1, ... , .... :: .... ,{::::) ".'" ...•... ..... ".. ...... . -.: ....... ";. .. ~ •.. ~ ..... ,- ., .•.. -.::,:::,'" :::":,:'. , .... ,.~::' .. '.' .... ; .. ··-w •. _~ .. .. ,,:.:..";. .... ";. ..... .......... .. -•. ;.~ ... -.......... ;:.:"<::."'" .? .::".... .-:"'::~": ..•. ~ ... ~ ......... '. }~ ...... · .. f··· ,.':~' .. '-'\ ..... ........ -... .' ....•...•••.. ~ .... -., .... --..... ... ......... "... . ..... , ......... :.<~: .. . '. to "'- ~ CJ l t:::> <X::l t:--.. , , C), I' i· CD • CCI ! lIS •• <Q •• Q!:) .,... ., j I! 11111rl~1 ~ Ill11~1~1I~1~1~11~1111~~11 212102121807000276 \yiWN U.I:;CORDED ItCTURN TO' iClIo, Drnke and Ilively, P .• s. (;020::.j,ake WashIngton 1J1vd. ~m .,Sui te'/'! 9,0 ./ ~irkJ;~M;':;WA 9S0J3 cllrc~r.o TITL[ wllse rnf.t 0111 or 014 gn,107-2902 09 92 kiNG COUNTY, ~A J? 00 E1902408 00/07/2002 08:~O . ,./ KJ~~ COUNTV.G~C.09 . . .' SALIi $211,099.09 PAGE 001 OF 001 .:. @Cbi~o.ntle Insurance Company " " ",r ':. • .• ,'..,o;~'I' :' 701 5th Avenuo'~ SulttS'170 "r.·SCl1lt1o, Washln ton 98104 D~:~U~~NT.r T~E(~) ./~~ , .. ,,} _ 54 L/ 15 -"5 -I 1 B"llsemeht ~greemc1'!t:'· ". . ............ ,. C TI ~. .., ' •. I i / :) i~.;t/ t,/@l .:-..... ,....... .:; i }: / .... ~: .. JU£FERKN~~·~·~~.ri~~(~) o~/~qcti~~~+s ASSIGNED au RELEASED: Q Addillaolll nluii~.~ ~n pall~: /' i' of clocull\\11lt"" '., to:,:. GUANTOR(S): L Clifford and 2 ".) ./ :.: ,,: ,:' /,1 .: .~ }' .~ / :';' ," { ::' " " .', ··;:.:r ,~, ~. • .:,;' ., •• 1' ":: :;'0 Cindy M~~:t~l~·~nd ... ':-i ''=:,'" .f· .":": -:.:;: J 4 ':"'.':,i': ,/' ClfJp~GO)ITl·C'iN~U~.ANCE COMPANy /':':'" . .' .::::,,:\.. '.:" ha~P/ac~ Iho documaM or } ':'.< ,.;; ":::" ":'. .;: . r~tord ar:a::~u.slom.er co'~r(esy /' ,i .w Addltt~ namt~ on pagt! ___ DC dGc~enl ....: ~d acccpls'M, rlab!~1y rof ./ / .:' ':::" """'"., . .''' .' ,:Iho accotacy.cu:.v~h"'1y of: ./' . ;. , ." .,:·lho.fl!1cumcnl .:" " GnANT~~(S): :: ":'. .:' " ,. ..... , .. ,: ,.,,' / r;~.S Il~. t.LC; "';'./ .\ /" .' ;/. ../,/ ': :. :: .:" ".:" • " ,\: \;' ':'.~ ....... ';;' .:' •••• : I" " .4 :,' .{' C ":~u~ .. ~~'~ipag~ __ ._ or docunlenl ':';",,":-' :.,. , ':',. ':;;'10"·' ~/./ .::: .\. :APBREVJt\~iD lii~AL ~ESCRIPTION ':J ~t·Unit-"" :: i: Dloc:k. ,0"'''''''.,. VOIUUl~. J'age Section r!i ./·To~b;p. ':\" Rilnge. POlllull; Lot 3, King 'Co~nty" ~hor"··:Hat.: /I {tB6017 rccordcu unuer Rcconl1llG 0 PIal. 'Name: 87'Q30J900V':: .( X: ::; } .. ,..... . .' ·\~:::,.tl.,,. .• I.,·l r .~/ ' "\:,,/,/ /'" ' o COllll'J~w lagl11 de.icr:ipl.io~ on PBO" --,.::..oC . .iOt'w.w~: ASSESSOR'S PROl'ER.A. T:;:';k~~L::C~~J't~tJMUER(S): 032305-9270 ··:·:·"h, .. ,···' :/ ;~; :/ / .. f· .::> ........ "::, CJ Addil10nIIl tax accounl JllunbeT$ OJl.~uga '~or dlRlW!iimt .' '0\.. ,:: /' :("",,::. ii.······ hllPtfc:lc if appl,tNJJ,/, IJ11J SIgH bttlow; ) am req: '/' n~'''~:' ", II!! ad ollall'o!c WI provided In ROW 36 18 010 I wlc!el$luQd 1ha1lJu!l~c .' uJIe" I'" maio o~ef;;p'~r'9tJ ~IlC tUniC part of !he text ot tlio ongmaJ doclIIII~'I1t. .:' .' .,' .... . ~. . ..... . '--~---",------------",,--:--::-"""'~~:i-~-.~''':''-';'''':'' ~. 1111. cover sheet h fur tbe CDunty lbcorder's lndl!llnat pltl1loj,u only. Th .. n~t~lrd~T "Jli niy O'il:~'IO }itlurmatinn ":'. ,,, ......... : .. provided un ahe ffltlll, ·The IlJIf" •• JI not rcalllhe docum~111 10' 1'Irlry thu ",curley n'r 'uuipl~~.ji 9t Ih~.lIltl.uhlll:: P.:,::'" .:: .nrorrn111on prnvlded herem . '::. "':':' .:' .' ; : f .' '/~ .~. .~ . . ' I ':::~~~:,,/' I' " .' I.· _________ ,._, ....................... ~ .... ,.-.... : ... 1~· ......... '_. _____ ............. ,_,..,....., __ ... _~ ____ , __ ---------- C'J • • c:l • c.::I • C"-I DOCUME~T TItLE ,/ // '~Ea'sement.~~2reemellt GRANTOR\:. ....., l MCClelland' Cltffo'rd and ClIldy GRANTEE '. ........ KDS 111;,.£ L C"} , LEGAL DESCRIPTION·' See ~Iblt C ;: .... : .. :. .,' /Adcllhonai' lcp..~\ c1esc'riiliJ'l'ms on 1>:l2CiTO':r J3 of tillS document ASSESSOR'S PARCEL Nos. / On305.~927Q~· Q3~305-9035·05. 0323.Q5-.p046-02, 032305-9034·06, .::.'. , .. ~J239$~9~?j·9;i/1 0J.230~~:,92d? ./\.,\,.~,.:,. . ", .. , ~. " " ......... . . :: :: " .. {' '\', " .•.•.• :.::.,'1. .'.. . ••. ,t'" ·.·1.::..... • ... ::.::.,. ".:,....... ,,-,!' :.' ""';.:.. .:.:\. .~>. /' ::{ ':"''':, ... ,/'''''',,;, \. .;./}/ . ..;:\:;. EASEMENT AOREEM,ENT·"''',,·,···:·,,·i· /' ./' ..... :// :.,/:<:;, :i: {"':" .i'· ./ :.' .......... } ."..{ ./' :./"--It.. i·l: TtIIS eASEMENT AGREEMENT (" Agreement''') IS. entered' int~;{ this ;;:1 -day o~ .. iA~~·\): /' 1999, by and between ClIfford and Ci'hdYJy.1~:~Cl~h~.nd, }{marital c.Pllun. illtyl'MSC1<?lla-nd~') and KBS III, L L.C .• a Washingtollllll~!tc.d lJablUty company .,~l1d/oh§~tcCcssqts.:.d:r assigiis. ("K.BS") ." .... /./' . ",: .:. ".,,:~:' .:'/' ,0"\;'.' ::. . "':~~::." ::t:. .•••.. "~l ' ":"'.,..'" .. ". RECITALS ~, •••••• ' .\~; .;. :: ,,' .... u1, "~~;:'" :: ~\,.:'( :./ ,/Itl '::. . A ¥cClel1an~f ~~ th~ .. .ow;per pf 9-~r.tall1 real property located at 14410 SE 107th Place, Renton, w,A, 98P5~'~ legally·dt:;.S9ribCd··m Exhibit A attached hereto ("McClelland Property"), and .. '.,' .•.. '... .;. / ·".V ,/' :/. '; D KDS IS the ~ur~~~;'~~;bn~r "' e:J~~:~ .• %rch.se and Sale Agreement of ccrtam real property WhICh' J~"'adJa·6e.qf to qie ¥,cqdll~hd Pf()p'er~y I legally described in' Exiublt B attached hcreto ("KBS Propertyii)';··ihc c;::lo~ingJ)(purcl~~.sc.~nd sale of which Will be contcmporaneous with the conveyah~e .ofthl~.::Eruiem¢nt Agrec~ncllt;::. ..... / :: ;: :~. .:'.' .···.1... :.~ . C KBS lIltends to obtam appr~~~rfo(i~ fl;:&m~~;:~u)jdlvjklon:~Of."pRl'.,~:or the IrnS property, and construction drawmg approval of ihc;:~am<;":hs ~: copditi~lrfo the c16~lng of the purchase and sale tra~lsact19n as well as to Ule convcyan~c 9f U~fca~~~ilen~(f~~cnti.cd)~c~~~Ill, and . . ....... ; :/.. .::,:' i::' /.".<:; .. ~.::. ::/ ./.; .:.~::.,,,' ..... ::. GHIOA, (lO}ITlC fNSURANGE'COKIPANV<, ... ,.,..'::/./ •..... .' .; .. ~,.,.'i/"''''''''::~' haa p aCUu tho doclJmant or' '.;. . . "':" .: :: "".. .' tecord a.~ 1\ customer courlasy .::.:..... ,,/ .:'.:' /' nnllllnl:dPl' no liability lor .;':'."., ...... ' .:. .' .' .:/ ;:::::, "'<;:: ~:==,vauo~., 'bop.t:; C~1~ ./,,/ 'OR:lGlNAL;/' . \:: .. ,:;.::?' EASEMENT AGREEMENT - 1 W\wpdoct1330411\O\lklll725 do<: . I ______________________ .. _" ... _n_~.._,. ... _ .. . . ' .. ' { .' .... ," " .' .,' s / .. : .... ,. D K13S desires to obt~ln' as casement across a portioIl of the McClelland ~~rqpel~'(y f9r the purpose of a lJ1stalllllg and mamtaining underground utllItlCS, and ;,/ .::' ;.' : •.......... /.' ;'; " ,.;:. :" .. ~': McCJelJand IS wtlhng to grant such easemcnts accordmg to the terlllS \"'" ....... ' , dcs~i'1bct:l herclIl .. '.""". "., ..... ' ,",' ,:,' .... :' . .' . ",:' '::. ,' ........ ~. \ '.: , : ,,' N9W, T~~E~EFOI~/m C09SIdcratIOn of $25,000 paid by KDS to McClelland . "($2,000 vil~ich ~~ payabl~ l1Pon M'ctlcUand,'~. execution of this Agreemcnt and the approval by IQl,§.:,:of}ts r.~a~.lthhtf' sl~dy, a9(!~,t.ge rCmj1'~d~,f. IS payable wltlun thIrty (30) days of approval of. a prclJJDl~ry::·plat,:an'(FapprCl.v'd] consLructlon drawings for saId subdIvISion or PRD) , the n1tgual p,.rblnJSCS <t6ntal~ed hci'cl.n~·:al1d the benefits dcnvcd thercflom, the underSIgned parllcs hefbbY .a·gree,::~s f()ll,d~~ ""::.~ 1 G rants ··:f.E~seni6~ts ,·~~d:·.£lCei~'se····· ......... "/"'.,,,' .~t' .4 ..... ~~. .:' ",I;':. ./' '~;. \~.:' ,,;0 .~" \~~: ,.: ••••• !;... :.: "', •• ' :",,' 1 1 Easement·,for Und9i;gl'ound' Utilltl(~·s. )vIC.Clelland hereby,grants to IillS a perpetual, non-exclusIve easel~eJit over {under, ·'ttncF'ac.t;oss tha~.portloll of the McClella~ld,;rroperty legally dcscnbcd'~in ~;<lllfHt .. C .. atta<;l{ed Jicr~{o ("Etise.mcnl A;t:ea.."J for" thc purp6scs"spgclfied 111 paragraph 2 below:..: Mcq~l1i\1iu s~lall ilav.(i:·lh~ right tq;{lse.:;the 1..0' Eascmp'nt Alea for any and all purposes not il1conS'j'stqflt WIth .tlfc·'rlghts·'·gra.'l1lc~f to )G3S a-. hereIn' S4ch;nglit shaH mclude, but not be limitcd td •. the 19.~tallatlOn OfU'jld¢~'gr~und ~ ulil~t{est ~ide .. yalks:; gutters, pIpes and culverts, so long":is s~id u~y's.·do q6t \liire~'sollably ~ 1I1~crfcl'9-:':w1thhhe installation, mallllenancc and opcratlon of tl~~ ungcrgtou.lld ut'ilitlCS 111 thc c-~ti'sem~ilt i}ica;./ ................ :... . .. ' ...... ~/: : .. , .. ,::/' .,.'./' .:/' . ct:) " :,'. .'.' • .: ~ ::"':::.. . .. :.,.... ..,,1/2" .. Ll£ells·e McClelland also grants to ICBS a tempohq/hcensc to enter c..... upo~.thc l'1pCldlal1.d· Pr,oper.ty fO,(Jbe ltnllted purposes of completmg constmctlon and : ~ ll1staliatfon of ~11e ~nd~gr~4ru.l"iit'hties ... provldcd,however, KBS shall exclt Its most C"I reasonable eff6,rts to·c·onfpiy"suc9-.e~trY::Jo U.~e Eascment Area and areas Immediately adJaccnt to the e~semeqrl\tea .,;:' .:<. ( ./ ....... ; . . "/! I', t~ "I., .1.' ,. .~. . .~., . ~'I.'J· .: ': ;',' .~ ::' " .:' .:"'::. 2 Use of Eas~melit..Ar~n ~S.:~ us~: 0{'~le)3ascmeIlt Area shall be hmited to the construction, installatiol~, ma11l'~1l~rice,:.'i'ep~fr, ope~at1o:ll and use of underground utllItIcs to serve the f01'ty-eJgiU"hoils~$: to ~c b~llt 9h ~ie P.i·op·etty descnbed l!l Exlublt B, subjcct to the nght of mumClpahtles ~.nd uillitJ d.~str~cts ~.o .. \l:~e as·;;~l1eY.ll1ay requIre after dedicatton of the utilIties as set forth InJ?~v~gra~h ?:'! q.clo\y: In addI(lpl1, If any more parcels of property are added to the propose.~ &Ub9ivIsl:on ... any ..I'e·s~dellqcs buJit on those parcels wIll also have the same nght to usc the e~:scm.ent ,f' ) /: .. :'" / ............ , ... ,:: .. . ", ~~ .. ::' .::' .~: . :" ,,:'::: ':;. 3. KBS's WarrantIes ICBS warrants th~t th~. UIJdcl'~ro~t4:utl~lt~~~ foijth¢'lq~S property shall be cOllstl11cted 10 accordance with all applitable:draYlljlgs/Sp~.61flqltlons":·: ... ,, .. , . :.: ....... ./. r \ ....... ;::., ·'·::i'··::' .. :''':· .•.• ::.. .' , ........... . CHICAGO t!TlC INsuriArl~E GOMPA~lY .~: . /t;·,/ EASEMENT AGREEMENT -2 Wlwpcl0C9U304 11,01\1".,725 dOC has placod tho;. dOCUrnC!l(ol ,:",: rocord as a cust~trror'cour.li~sy .. " nnd nccepls no lIability tor.' tho accuracy or validity 0;\',':: .;' lIla !lbg~lnenl ":~' .. .. < .... ~ ... :/ .. , .... :~.: ;:'i-.; ... / ::' .~.' ~ " •. 1 . ---------------------,..---_._ .•. _-_ ..... _-----_. ~, . "" . . ' ',r' " .,' .... /;. /" p~fru.~~, approvals and othc!lcgal.reqUlreincnls unposed by Clly, county, state or federal ( ,..: Jaws and/Qr regulatIOns ~~ ,I r' .:,,:' ;.";' ", '.' . . ~; "':,... ,~'... .' "', .. /.. :., ., "~. .: 3 1 Diligent ConstructIOn. KBS shall prosecute the construclIon and ..... , ',., .... ' ,., .. : .1Ilsl.~lIall~on I?i~ l.~lC··ul1dq~ground utilities diligently and contmuously until thcy are completed ,:' .' . . :::' :::. . ...... , .... , .. '\::: .. .. ' .: ...... 3 7······:·0wlicr~tut) KJ}S 01' assIgns wrIt be the owner of the KBS Properly . "upoll/clo~iqg of;:the .~bove::iCfereqc~d p.un::h~e and sale transaction .. :.' .:...... :. /: .,/' ,/ .~) ?/".t'· .i:· f,." '4 ":" Me¢lcU'and"s \yaibintles.{M¢I~!:iand warrants that they an~ the owner of the McClellih~~ PrQ,pertr-"allC\ithat(~here aic.qo'ni!ns or encumbrances affectmg thc McClelland Pr'op'C'l:ty willch,i'Would' lI1lerier6 \V.ltll the lfltcnded use of the Easement Area ... ( ./,. ./' ,./ .,:,:" .f·' .......... ,. i", .. . 5 Cost of 'CoilStrucboIl/Of tln9Ql"grQund Otthtles .;KaS shall, at Its sole cost cllld cxpense, design, COIlStruQt an?' i":$tall.,th~,'und9r~rou~~d U~~f1t~,9~ m compliance WIth all applicable reqUJrements Pn6t·.t~j' co.liuncn~.ing ~.rlstal1.atJ6n 9ttl~e underground utilities, IG3S shall have a licensed surveyor survcY.}96 'Yhst:propert~'iiu~e ort.he.M~Flel1and Property, and shall 'p1~ce surveyor's rebat stakeS"at thc nbflhwcst c:.ornei; aI)d the so~thwcst ,cbqlCl' of the McC.i'ell~')l(tProperty At the completU)ll. of illst~Hation .. 6t' t11c·'·u.Jldcrgr·~~llld \ltlhti~s, KBS s~l~ll fllllsli.:::g,rade the Easement Area aIid"adJa:teq{ gl~9{lliQ··Whioll.1riay .ha v¢' bS¢Jl dislu~bed 9Y·;·KDS';s constructIOn actlvltlcs, and shall.a.lso.ifc-.sced..thc.Jc~gr,ridc;d a~¢a With gras.lisce~r I~BS ~Ilall take carc not to damage the McCicuJ';ld P..rqptrty /'311& anY' imp'rov~!nellt$' thcl:con, dUrIng the exercise of KDS's rights J1'c:.reuilder . .,.til ti~e 9~ent any d~'inag~{ls spffcrqd du.W~g thiS work, KBS agrecs to promptly 'iCl14if s~'''d .. damtlge, or to .l·clmb4rsc.McCl~l1ai'id fo't:tl)c cnllre costs of the rcpalr work KBS' 'W'llt:repla'cc any trees or :'$hl11bs'ici~ovcdo~' dls.wrbcd to the nearcst location allowed ,." .... , ;: '::::;, i:" :/' " ,...... l: .:,: .~. ·':'·'··6· .. ···/ WattT Ui;e jKllS"agi'ee~ to loop a water hne 10 the Easement from the existing watcr :~lalh, .. to:')the,jpropos~.g SU'b~lvlslon if allowable by Water Dlstnct 1190 upon constructIon Of&.ald SUbcJ.t'VlSiol1.(·'·If.Jurthe(tcnscments are necessary to loop said water mam in casement to be"PLl,TJ;ltiMc'd, S,cller a~r.belto grant. such additIOnal casements, at no furthcr cost to IG3S .: ii.., .,:' /;" ...... :,. \" -;, ... .\ .~~:..::. .~. ;.:',' /. ./:. .t'·:; .. 7 MCCIelland'{Connettlgh to';'Utllihcs/ I$:BS)l:gr~es to connect McClelland's eXlstmg reSidence, as. legally p~ntl1Ss.fble, ii.Q..tllc s.~hit,ary sewer iq be installed III the casement and to leave one addlttonal$~wer,.~tub~;out)m ~c"~~orthihoii'n4~ry hue of thc McClelland parcel, apPl'oxullately 250"fee(frorrl tl?c w¢steqi-m<;lS.t. propprty I1J1c of tax parcel No 032305-9270 at OlC time of theCOl)S·tn.lctl~.ri of.;the pi"o~osc~: s~.bdlv.~~lOn In addltJ.on, KBS agrces to pay Ule followUlg scwcr;:'c.ol).hect~611 czilargcs for,the CXIS't1:l1g McClelland 1 enc~froI11 Kmg County and tJ1C C'rfy ofR~.ti·to,{ ./' .. ;:::' .. <:\: \: /:". nhVL I ftyAoI\.l~4.ef·~o(e.'Iltrc:i\'$\-~ ...... ;'./ ;·GHICA~O.l.1.tltINs~R~NCE~C~PA~ lJ. \'. -\ \ .." , v :'" .: /las pl.~CCd IhQ .. ~oc.um~nl 01 .. ,.f ':'. t\ a~ \ q v.~ A • / " •• :' • 'fpcord:·~~ .. CI:.~usfbn'lcr}!OUrl~~Y".. , ............. ;. \Y' \ ¥)JJ)~1 if:{ I I ~9il ~c~cpts nO:[!abl.l.l1y lor:;',ii' ;r "', ,,' ~ } ~ 1 C') Ih~:r.ccuraci' 9'''va~"dy of' .; EASE ~~. q-9\ Q~ filii ~t)i:llll)gnf .:: .j' .' .' .:;:':\.. "'\' Wlwpdocsl3304\\101\kl,172Sdoe .' ..;::i .' .,::-.... ~,'/ . ,,. . . ~ "':;' "., .' . ,i' .• :,:' r .. ;' :;, ',' • • .'o' .~!~ •••• ~ .•• :~. ~'r "'\'1' :: . .'~. ':;"~:~~ii .i '. r, ' ~ • . ' .' . ' j .. I" •• " " < ,:' \~,. "', ,. :: 'I, .. . , ,;".,,:,,:;. a,/' .... CIty fees' ' ,\:':'" .' ' ... { ,:: ":' ' ,- ii ' \,: ... / ;: ". /"/ ;.,:,: .::§YS1CJ.11,.. Devclopmc,' nt Charg~ , , $ 585 . !.', \",,,,,,o'/i ,," / "'o~!;,5~~~~eci,i1"'~,~:.~~:cnt DIstrict ,," il>Cl'Jllit fceli.,.. ",; . I·t / . $.250" "'r.-. • '(!'"oo& COl C") , C!:7' ,1:""-0 ('.I.. "'c:l , ,rc:;) ,~ , .:::: ,/ ,,/ .. ,;,.....' ;ii .:;/"'~:i': /".:.;/ '" . . ,j. Subtotal" .)' ,::'.{ ":~"'" .... : .. ':.:., .. }, ' '$ ,895 " b """'i{lll:~, C~'UI~~y-f6ap~'~1~Y~"¢~{'~~ ,(:';./ ./':'::;';:? $1,'09840 (bfct'unc payoff) ': ~(\;.' ~'" ., (-<CA II ~" ....: ' ,j' ,. ~i;, ',,' " •.. .) K6f 'f/Z'l/fJ?" , (/ , '~l:!tl~",.,.,·,,·1 ,:','" ),'" <'~'::',. " /.~~ ./"! .... :< ,>. ,. ' f _ ' " ' :' " , ,: • , • TOTAL ' .:", :./ ".:::' .. i:'··'" ,/~ / ,,$1,984. )(~i~ '" ,,''''I/lt . ' . In thc event MCClell;~d';C~lm76~~ iHt~.~~~ ,~i~.s;,a;;Y"~·ili'y of tl~l~~idCrgroill~ll;}Yl!le~~:"t ;;ew4l( hO~1 McClelland shall pay all cons~ruc~on.:exp~n~~s as§Q(;latcd Wl~nj~ild connectIOn to t 1e ~<j/) , ~\ u till tICS , and saId councc.tlOn shall bt'frc,~:'~!al~i,JlCl1s::q~~:ith~/K~S ProP91'ty! amI slltillbe, 11l .~. ~~ compliance WIth all appllcablc leg~I:T.cqUlr~ments 'NolWlUlstal'ldmg .. Ulc foregomg, KBS .. , ... .. agrees th~t:,¥cClelland shall not ber~qilire~ to::pily.~ny 96nn,c~tl~1'~fce;':s'UJchargq/6f:,\otliei ('il~' ' £. ce to KBS f()l'''U~C purpose,?f rCImbul'smg l~~,~ for }ii~"tOS~iO.f. ;~~t~t?.r"liriy .. p.'. ·~Ftl .. OJ~':~f .. thc: . \,j. ' .. 1 cOJ1Slr~ctloll OJ' 1i1,~,tallatlon ofthc uulIucs .".,,,,. ;" .. /"/~.' ... 'j'~'(rJv:/\ \(W fI :.U; Q . "i' 8.::'·/::···\:Mai·~tenanceand Rcpiur EXPCllscsAil'dpC1j~cs.~~~.;',d~ia~gtl·~ith :' .~ .~:, . m~thlall}1'ng. ~'cpalflllg, restorIng, clcanmg Oi" scrvlcmg thc c'Q.~np·ictcdu.xid4i;gr90nd.utthlIcS s1.Jall bci'pat~Fcl1tl~C1y qy. KBS unlIlsuch lIme as KBS dCdICUlCS:'tli~~;,:iInd,ci'gl'Ou~d 'utllities to' Jllc MSocl.ailol1;/l'.l1el·Ctlfter, all such expenses assocmtcdWithniail1ta'in#1g,icpainrig, ...... . :re.ston~g·~·'cle~l~lg or ,.sq.rvlc.hng tllccomplctccI undc.rgrouhdutilities sliah:l?.c{ p:l1d by. the':, .' Ais9,ciation,& ~ppr9pn4te ll;tthtyd~stnct If utIlities arc dedicatcd pursuant'to paragraph 8' 1; . pl'oVldcd;"h'oW9vcrL if ~epaifqr'in~i'ntcnanccof thc'undetground tlUlttlcSlS rCC!uIr.cd usa . result of. thc solc a6tlbiio'1'Ari~ctlOJi,of M,cClciInnd, McClellalld.sliallpay the. entlre,expcnsc: , of such rCPair '::':"::.~,:, .•. ,'''//''~'./'~'' ~;'; ...... \.:.::,,} ;,/".:). ..... '.. • ': .• ' ..... .... <.' .. ' .. 8 1 '·<Dcdication.to OOyetnro:cnta(J;l1tltieS/Commcrcml Uhhty Thq ., "' ,. .., ........... ,,_ o· ,~ ",' , . ." ': " utJ11tles may bc' dedl~atcd t2, the: Cit~, of=Re!1ton,:~kl~g G6IiB~y; Water J)ls~d9t N o?OOl' any' utilIty compmiy In the futuni\::by"J);BS9f bithc:.hoqlcoWnef~.~,·,a~~QCtatlOntprovided that tlw, . City of Renton, KmgCounty, WateriDlstflc..tNo .,90:.01' any utIlity company.agrcesto . . "", c",,, . operate, mamtall1, reiJ<uqmdleIJlac~::tJ~e U!'~Illes::: vpo~r'su~h d.C(hc'itl~.n,lhe ()bhgation of ,. the properly owners Lo contnbute to thc:-op.cratlono;:il1awtc'n~·ncc~ . .rppalr:·:and re'pJaccmcllt of ,. the underground utlhties. shall terimn~te. Furtt'icI:'~ th~:'t1g~'t toJus~;~sucJj' U~d{tt~,.WIH . .•. . thereaftcr be at the dIscretiOn .of the'utI1ity comp~ny',6r~ ri].um<::ipa~.1tyy.ilfl6howni(~lc utlhtles ' . . " and not iumtcd to the rcsldences III the. proposed subdl~,I~iilO~i' .... /: .:<:/' .'::;,:.,» :. /"'.,.,' . •. EASEMENTAGREEMI;Nl":' 4 . W\wpdocl~041\101lIdft725 d~ "., .,/ Cl·lfCAGO.TITLtiN$UnANYE OOMPI\NY.' '.: .. <.. h.as.pj~cecJ!i1c d(;ciiri),~I1I'0I/ .. :",",: .. ···.·cccoriJ-as a .cusloruc( cdurto'sy """:" .. ' ..... :/., " •. ; ' ,,::,:: and aC~,opts 00 lIabihty IQr. .,:". .!!,: ;Y. ,:' tho accuracy or validity ,cil .'.:: '. .' . tho t10GUn1ri~I'h","" .:..;: ,.::'\;:~ . " "'.' , . ," :,:". .-,,~.~-;, ~: ~ . ,',. .' ,", .' " -/':,,; , , ':"'<~;~./ ,:', " ,:':. :.'~~" ::' . ...• ' ;{ / .',~ )' "'". ~' ... ':'" ,: ;.' ;, "":1:, . . :~:'.' ' }o -,~. .~' . ~;, ~ .. , :', . ! :,. , I ! . I_ ..... _._ .. _____ . ________ :--' _____ ,_,.~""., .. --... ,,-. ______ . ____ .. __ ... _. __ .. ___ .... ~ .... _. ___ .. _ ...... ___ .... _ ... _ .. _ ...... . .• 1 :." '., "OJ . r- ~. G::.::F c.::.. t:l c:- .,' .~~ .. :' " :; / .. ; ...... 9 Entry 011 McClelland PrQperty to Perform Mamtenance and Repair Work ;; ~{BS al'~ .~~ccessors shall have the perpetual nght, at such tunes as may be necessary, to /cqrcr upon"tlle McClelland Property for thc purposc of accessmg, mamt.1!nmg, l'cpairll1g, .,/ rcst~rJng, clduung or servIcmg the utlhtics McClclland agrccs that saId nght of entry shall ,.,.: J)C no leSs th.~ri twenty. feet (20') 111 widUl. KBS and its succcssors agree that such work . . shail b~':acCO~111;1Ished' i·Q. such 9·'1l1anqcr that Ule surface of the ground and any pnvate Uilpro.'~em61}(s c,}lsfft1g ~n tlle)McCI¢lIand Propcrty shall not be disturbcd 01' destroycd, or in th6 cye'nf' th~Y ant c1i~~r6ed or(~estr.oY'ed ;,.,they WIll be replaced 11l as good a condItion as thcY:·~c.:l:e il1lm:~dl.!ltcly::bc·f()re thC;;:1y1cClella\id,.Prpperty was entcrcd upon by IillS or Its succcssors :;; .....',· .. "." .... i ,: ,. /,/.,/<: .::;,~,;", .<:,./:./ 10 ""l1qld Hatmleis and.'Indem)ut/FrovlSlons ./' .f" :./ /.' .,/ .f· ......... ".. /"' .. 10.1 Mutuallridemhlfl~·atloh .. ,,J{nS ahg Mcq¢ll#tid hercby agrce to hold each olllcr harmless, to mdenjriify/im4,'CIe{¢nsl'·eac!l.(jthet:.of ~~~hftom any and all clalms and/or damages which either 'P'arty ~ay ~tlstain .n~· a r~su.rt qf ~~Y breaches of their respective obllgatlOns descnbedherelP./ WJthotit lUnJti'i'ig ~he gbl1cr.ality of the' foregomg, . ".~ .,;1 ;., . .' . ','. , "', . KDS spe<;lflRally agrccs to hold harmless, ~ldeliuufy' an~:;defqild JvlcClena.pd. llnLJJ"tr~nsfer of the u~iiIl1e'$::t9 the homeowners assoclatJCiI~ .. wlllcl~)NIJrbclornlCd"m·'f}.B~t~s sUP'cc~.,5orsm '. mtercs.c: to the K..U$ PI opcrty, or for a peflod of,two (2) ye.ars Jr{jm;thc.·dale::of ¢Oll~pletlOh of the cOllst~ttl9n ot the utIlIties. wluchevcr occurs las(,frp'm :.rtncl ,!.lgai~lst apy <),ild ¥il claIms al1d/6r dari1ag~s relatlllg to. "::/ :: .~: ,,:' ,: /' ;', ;.;" ;:' .' """ :: /,' /:/: JQ,l 1 KBS's eonstmctlon and mstal1at'i'oi'i"oiUl(;:;:~tl11l1C$, .. ~. ..::~. ~/ ., ... " .. ' ""~:::" . "\;:'.:.~~' :/~. .: .... ' .... "... ,,:/ ./' )0. 1 ~: The fdmg of any liens or assessments aga~:hs~itile McClelland .;: .. :,:.:., prop,c'rtY':as ,a"·i·es.6Jt <if thc, .. uwallauon of the utilities, ., .. "...... .: (:,.".,.{~ l/{';~~~.ov:;rtow of watcr from the'utllitles, provIded, however, KBS shilPlaVC f.16·J:{~bll{l~ ]i'~re~nd.c·r:·lf s;ud ovcrflow IS caused solely by ";. , ." • ,'i '",':" McClelland' s· actIon, .;;. .,~ .:' ,.: ....... . . \~. \:, ......... ,.. ./' .. /.:' :./' .. ,>. ". 10. r:·4, .. The ~.Pllt~u~litioJl:,of;fie JVIc9clland Property WIth hazardous or toxic waste or materIal'cis ~.,·i'csq·'t orI~~'s.:·inst~JIa:tio~ of the utliltles, ~~ ':~\""";: /' /' .•• ·.I' .. ~. \; ............ . 10 1 5 The dlsch.~rg~:pf lyiza:rdo\!5 ori;toxlC wast~ or matenal through the utthty system, unless saId coiiia~in.;ihq,n 0~A11sc:liargC"I~ cau#ed by McClelland, or ongmates withm the McClelland Pfop~tty./ ./. ./:: :/ ,/ ..... ,', .. \. . 10 1 .6 Any govermnental ~~~~~y:i~:' 9i~e./~art;'/~·~P61;'~:0l1~:pn~encllng that the utIlIties were not properly eonsUuctcd or ·dthc~;WIs~·A~m~g~dj~lelf,;p.fop~f,ty····:: or tile cnVlrOlllucnt ·~···1~ .. ,.:{ ". ~. . ~~~ ,.;. ':~; .. : .. /' ',{ " , .. "::~ .. ~"''''-'''''.: CHICAGO fI!lE JNS'URANCE CbMPANY":"";: . .::: )t,./ ;; ," has p~acod Ul~,:~ocumen~,~i .::' ,:: .:./ :f: .. , ;.;" recor as a cusI'Omar'c'ourleSY .,: "'. ..' .t and accop!s no liability lor./·· ."" }' Iho lICcuracy or vahdlly o,·;·':,.}' .\. . .,."J" ;: ';,,' Iha docli"I~1l1 ";';:'" .f .r /:' .I.Y .... ·Y' .' . . ~' .. :; . :: . EASEMENTAGREEMENT-5 W\wpdoca133041110111111172G doc " ,i .. ~ .. ... " .,' :~ ::, "" .," i' " ,. ""\:""'" :; EASEMENT AGREEMENT· 6 WlwpdocllJ3CJ.Ull01\k111725 doc ...... : .... I :, I : I I I i ;'\ ,',,1 :1 . , .. ', ~'''''' .. ' .; ..... ·.' ......... ·f ..... ~, .. , • ...,. ..... ,"" ....... ~ .............. ________ .,~ ... ,.~ •• -.::: ... ~:-•• _.~:.,. _________ ;..._. _____ _ ; ... ;; ,/' :". 18. NotIces. All notices, consents, approvals and other communicatIOns ;: pf~yide~ for herem or gIven In coniicctlon herewIth shall be valIdly gIven, made, dchvcrcd /o~:::serV.ed··l'h.n wntmg and delIvered personally or sent by regIstered, certIfted mad, or ../' l:cceipLc~ ovefmght serVIces, postage prepaId, or by faCSImile lo, with COnfll'll1ed receIpt at " //the followm~" ad~ros~~s "J'., .. , :',': J'" , ~'. ;. ~ ••• , .. , .11',,\ .:: .... '.,: .... ' ..... ':, I(l~S !Il,j" L L P . , ./; .F 1~03 Bel'7R'~Cl Road. ',. ". ,.,./' ~~I1~YUc, ~i~,i9·8005.,/· /::':; ;. ';, ... :' ,Atte'ilttopr,:[J{ohn TaYlor ./ ...... ./ ... FaX' 4151452-9016: .. "'\""/ .:.;:." .... " ... , ,.::,: .,-::/. './' '/''';'/.,/~ ':";;.:} . McClelland J~liff6rd ~nd 9ndy..'M<?Clel!;l1~~. . i4410 SE 10701 Place/' 1'/ .... \. /~':':;;;::i .. ' 1935 "., Renton/'"W pi 9~65~:·.r /./ ... " ... \ .' il"'::'::.';:.':,;': 19 Attorney's Fees ~~:"~';~e b~P\lt:.'·~riY p~~ty e'~'pj~y{ a~/~tt9.rncy. to enforce any of the prOVi~lQ~S of thIS Agreement, on liny i~!lue ':of.,':st~tet f,6dercll o,lbanki1:!p.tcy la\y,:tt1le prevaJlI~lg p~hy;:~hal1 be entitled to rccovcr'~l-~~ cost~~>h~.j~at~o·n eX"ellSC~: aIl~ rc~?6n~61e atto1'l1CY's fees lIi·~onnectlon therewith from tlle"ndn-p.rev<lil1l1g·'j,·:rtty·; ... ···. .:: .;: "." ,./ :/: .. -::;, \: . .(":' J':' :./ ., ......... ;: .:.,,: .;.:, /:' .::' 2Q:': Goyern'lng Law. ThiS Agreement shall be c6hstri.;Ied;.~!J.der m.ld gove~hcd by the laws of .the SC~te o~f Washington. ,.\. .//' ./ /~ ,:': .~:' .';' . ····.I ..... ···,~: ".~': ,,' .J;: :·:::21./Sever~blrit;"·"If.any provlSlon of tIllS Easement Agrecmd;id' .~~ter~lined by a ':cQ~rt to':6e ll1y~l~tl Or }lI~nfo~ceablet UIC remainder of tillS Easement Agrdel~1tnt shall remam 111 'f~~L~?:.~~/,oilTCf~(ct ,'(/' .,i'/ .... ', ....... " .... :,\ 22 Succcss()rs( Thfs/EascpIcnt Agreement bmds tile hell'S, successors and assIgns of !lIC partlcs ";. ./} ..... .;: :: .;, ...... ,... . .:: .... :; ',.,:., .: ... ,/ t .( .':;, .... ,"/ /' (:, ... ,., .... K13S:::III(L L/2>;: a Washington 11l~llled llablhty ';'.:,. ····;·'compaj~y /. .;' / .. :........ . . . C/ilCI\GO TI1L~ IIIsuRANcE"'CQMP,l\f>tl'./ :' /' :/ •.... has plmd Ulll document of'; .' record as a customer courtesy '.: and acc~pts no liabIlity lor Iha accurJ:/ or v~lI(ll\y of lh~ d:lcumcrr EASEMENTAGREEMENT-7 WlwpdoeeI330411101lId.1725doc '" ..... ~:.... ~ .; .,j' ;'; . :: .... :::; .. ~ ".:. '::'" ,.... ..:. .~::::: •• 'r, •.• ,' .' .' . .' ':~:~~,;.:/' ! .' . , , " , . \,.. ,~ . I ~ __ ._._ .. _ ....... _'~r-, .. ..,..!"""': .. ·-: .. ·-·,1·-, ... -:--': •. ~ .... .,... __________ .. __ ....... I ..... , ... ,~J ... ~ ... • .... _________ • _____ _ .' " ( .:~ .5' I ,:'~ • r, \"" ,,' .t .,' .• ' i/· .:: .... : ..... ~.: :.t. .,1 .:' ~: I.::: ••.• ,'. ,:' ," I~' •••• :',.." * ~. ; \: ,...... " .' "'" ,:.:";,.;.,,', .. /,,/ ,/ S'l'~ TE or/wAsI-IINOTON ..... )., .. , ;::-,: .:,,:" ./ ,/: )/ .... ' .. ":;, '\ ,;'.l,/l ) /i5 "';'", .. ;COYN'~Yi.QF .. f(H'{d ./ /,.. (),:.,; .""""" .. .r:/niIS i~.J'6 9~~hF'f»{~'O{;ll'S,?t~; day of -1l~, 191£, before me, a Notary plJ.~~hc III ~~n'cl t.~r th~.'Slat,~ of W9sl.1l'ngy)n, duly comnllsslOllcd and SW0111, came Kolin Tnylor~:'Pc.I·s6n"~JY hq6wn 91: hay.~!:ig,d;re~cnted sntlsfactOlY eVidence to be a Member of KBS lII, L L C , the ~1'i11l1<,:d liability ;toll~pan}i' thilt executed the forcgomg Illslrumenl, and acknowledged the su;d:ll)~trunJ~nt ~6( be/the ti'ec,n'ild'Yolunlnry af'hmd deed of !>aJd (united hnbliJty company fOi th·~·lIse.;/llll(~:'·l;lI~t)~sSl(,!l~;·CIJ~ }.nc~l''i:~.oned/~p~l~ on oath stated thal hc IS nuthorllcd to exccute the ~al(lll1strlll1'icnt':-on'bchilff ~f Sill,d Illi'iH,c{\ hnbiltty (,;ompany WITNE 'MY H AN D-·:lId~dl~,;1 SC'~:Jh" ::;;3,t~ Y~~';'ii;ti1is<,crtl hea \¢" (IrSI ." f.1liUJli," . :: Notary Public II! an',([ol' l~~C ,/ ,,;: /' .".,. .. ~ ~ ~ State 0!'nWaSh:ghm;·'.:t!IY. i.,~I1}g' at. :::-,' ;: ~ pp-' o1't' ~'Il h1ea([ I1llp/ ::. ,". . . :\;." ...... ~/.,,~.4 ...... ~~.,., '~'::" Expiration Date' .?-. ,;.~ :i ~ (2/ ':"";':: .. :,.' ...... r ::." .• , .• ""\': :::: .:; I Si';"VrE.OF! WASl,ilN9TQN ...... '·-r··:::., COUNTY OI<KI~({:';' .;.'.<:.~::/' :, ... ,,}./s"\~ ,,' ""': TI-IIS I ;:rO'~;';tflF(~!l~I';I~~,~~~i~{.,idiiY.p f A r r'. \ ,I 91"1 bclore me, a Nolary public 111 und 101 lh~ Stole 'o~, \\Z~Shl!lglOp'; duJy GOI)~nllssloned and ~WOl n, eumc Clifford McClelland. pcrsdha,l.!.t~liG~,j~ OI:'ihav~i~g l?i·es.¢:ilte~>at!~fnctorY eVidence 10 be the mUlvldual descllbcd III and who cxeclited it!1c;YJJthi'n l.nSlnl'ihent,·:nnd acknowledged that he signed Ihe .samc us hi., 'lrec and VOhIl1,1~1 y ,;9.rand.:de~:(1 l'9f·t1\1:; usd~··ai1(L.p}I1~poses thcI em mcntlOl1ed ., .. '., .. , .... / //./ } .. " .::, , ,', ": ,:' :.' ct1ICAG({nrU':;NsURflNC~:GOMP'I\NY, EASEMENTAGREEMENT-8 WlwpdocsI330411101\k1~ 1725 we '/ :has pl~.,cd 'h~:docuincn' 9i ,....... ' ':"'" ,;: rccord'a3 a ,cuslol,ier COur(~6y ". and~C(.CptS no 11.!ibdlty.ro~/ the 'ac~,u!acy or:vamJI\V 0,1' tilo documont/ ,c' .:' '~"'., ... :/ .' ~l· .' ...... . .•..•..... .' .. : ....... / · .. ~ .. ' ., . "" '.~' EASEMENT AGREEMENT -9 W Iwpdoct133041110,IM,'/2S doo ' .. :.' .. .... . ' '~' .. ::' .1 • r,., '. .' .' .' .. ' .' .' .,' .,' .' . ~. .i.' r ,r .:.' .' .' ", , ..... , . .' .~' ,. ~; ,'" EXIUllIT A ,;>,:. ,{ .:' ".:;. fr' .~. . l' .,. ::' l.· ... ········ '.'. ".( " " ~~:. ..::;........ ,(:: '\~, }' ~'. .' .' "'., <"" '"'' ,-.i'·/' .L~t J;'~fKf1'~' ~,~~~·S.hO.l~ }'j~; .. N·\imber 486017. recorded under Recording N wnber . ; .... :'" 879303;90..01, ~d 90rr~ct¢d'by ~dayit.(.~.corded under Recording Number 8706260950, tog·~th.cr Wlth.\he)Wc~i 4~8 00 t<:.e~ o.tlhe S~uJ:b 330 feet of the Northeast quarter ofebe ,'" .. ;' ~:. :'\:~ .. ,/" ./' ::/ ".~.r),: I':~r "'''':,.;./ ,(' "':::,:,. Southcast·.Huarter 9ts~,itio"'J·:!ownship 2j)'~9rtht Range 5 East, Willamettc Meridian, III King coOnty'" . .washlngl~'n;.. .~. ./' ;/ ... ,...... '. . . EXCEPT the North ~"6S f,c'et ~,crcof;:··";: .. /./~. . . :. EXCEPT that portl¢n,)y.fng w.i'thl[l;;t.hc,SOU~ll¥Urof~lC South.1ial[ of the South half of said subdivision and EXCEPT COUnlY roads;'" ....,.1 ( ,: .. ' ,' . ...: .•.. ,_ '\:.; .. i.:' IN ACCORDANCE with D~6r:b~ ~~c.ti~lTi~.l{~n~~~ q.b~ty Court Cause Number . 86-2-22 118·2 entered on March 23~·'1.~87J ~{. ;::-.:.:: /"'''''''' ":':, " Exc7r·T'·th~;.;~t 164 feet of said Lot 3; \:"':., .. ",::''':'::::,.).: :::'.,;:/ :.y":' ...... ::.:::.:::::~ ..• "."> '\\t .i'.." '·.·f./ (BErNG KNOWN ASLot 3 ofKi.ng County Cot Ll~C ~dJustmcnt·No. S~2L.o··lO?~ .. rcc.ordc~f\m:9cr Recording Nwnbcr 9209 t 0 1 022,an·d·q~licr<prop·cf'tfO.;/ . ."';" ;~:' .. ,:t·· .? :! ~':. "~"., ...... ,, .~. .~. EASEMENT AGREEMENT -10 Wlwpdoc.1.1304nloml'117'",OI' . ' .' :: ,:' .'.'.\., .... ..•......• rJ.' . .' ...... :.,~::. ';. .' .: ...... " ...... :? .' CIIICII(,Q TIlL!. INwrillNCE COMPI\N'( . hdS pl:u.cd tho document 01 record as a cuslomcr courtesy and accepts 110 Imbillly ror tho accu'oILY or validity 01 . .:"":'f. ~,1cumcnt .~'.: .. /. . :~~. ':' ..•... ~ . ~; ,." ,,', .. ' .. ... ' ~ ..... .~.:., ":: " .' .. ' ....... ~"'. '.: '., :/ ./.:>,.,..... . .... ,'//,:;;',f .I ,"',:> . ......... :./.. ~, ,;. : . .r .. ,:: ;~t .... • .. "·,, .' . .;. .' .. ::: .•..•.• ,."..... . ....• " .:: ... " ':', ;'., .' ,,' '~~. ';. ':' .' :: ::: '::.':".':':'" .... ,., ... / .' .' 'r,' .' " " " ... _ ........ -... -.•. -------'.--~., ... -.. -.-------.-.-... __ ._-. __ .-.... _-._--- I·' ~ • , it .i~. j '" .. /," }/,.,f'~'''~IA. gXlIlIHT n ofIt :,:, t~: .~. .- .' '.\ \. .,'.f / :.:,'·!9C NQ·rth 165 feet of the South 495 feet of the Northeast quarter of the Southeast quarter '/:""',.", .. ,"" , ." ofSe~H~n·;r;·To~ship 23 North, Range 5 East, WiIlamcltc Meridian, in King County, Wash1n/iton "::, ./ ..... ".,,> ,:/ .. :,' ./' .; ........ ;;: ~i /'':./ .... ,:/ " ",J:' (1)10 .Ro~d e~.¢cptJbq)has btiqri nt,ltcd"ill}llls description for Parcel A) . ··'·;'arc;~I..,.,.B":·,·.:~:"":"'.:.·'.',.,,,,/'/., }.'~: ., .. :,;'/"':.<.',:;;.~.e':i .{ .. ,:.,/.//::.,,/.' . )'i .... ,~:"",: .. / The Norili'lwf~hh~":'No~h' h<¥r-O:t;til~'~OUth half of the Northeast quarter of the .' ~outhcast quartc!.<?f S~~;~ion ,{; T9Wn~lUp}J·N8~1h, Ran~~::s':IEast, Willametlc Meridian, m King County, Was1¥gto.~'; :'.:" :/ /' " .r., " EXCEPT tilat portion tl~s~rlbt:4 as .follows.:,,' ":':','':,}' .~ " ," .." " " ::' ;,·('::":':1' ·~·s ,{~. /.'../ .:/" '·':::::It/'./ ,/ Beg~ng at a point on the Nonh lioc of:said subdiy'jsiq,l'i wJu-ch:bears South, 01025'02" V{,6s'(6J3.38 fect and North 89°37'3~~' Wi:!lfJD, fc!:{ frqm tl,i'c East'q~!lrtcr c9;rrt~r of said ,:;;<:cu0 n·'l,:., . '::-;",,:,. ..,.,."". /:" .,/ ... ,.,.~:>.i"''''·''\: '~; / ,/ /thcn,«~ Nor-r,h 87°37'38" West along said North,hnc J2~Acct,"""'''''''' ,;/ thc.lice:,~ouip 01 °25'02" Wcst 122.17 fect, '::"':' /" .f ,: .......... : .... ' , /' ,:" thencc!SouU!87°49'08" East 125 feet; ':' """ .... : ,,:' " .' .... ~{cnc~':No.#Il 01025'02" East 121.75 feet to the Point o:f'P,~zj~llling'; ,,/ .... ",:'EXC.~Pl ~i ~.ast"30.Ject thereof for 'COWlty Road. <,../: ;./ ';:"",;'\, "':'m::eI1!"i~',:' ?vct.la~:·~f approximately 17 feet between ParCC1~::~ :~rid';h.) YcU~lid·:P~~c.~I: ;/' J: ./ ..... ' ... """.,;, ' .. ' " ". ::. \: ..... ,.,/ .//,:.:/" . """'. "., '.: The North,) 65 fe;~"~f th<:~,Soui:h 3}O fce~:of the Northeast quarter of tilC Southeast quarter ofScCllOo. ~~"T.o*ns1up t3 North{Rringt;{S Ei!:St, WIllamctte MendlOlO. in King County, W bin . :: \\ .;: / .:""".;. as gton, ,: .:, .... ,.,. .:'.:" EXCEPT COWlty ro~.~s ',:.'::,. :: "" ./""""" Bennett Parcel: '::.",;,,,".,.,,/ .,". ,,' ,." ,;(, .... , .. " ... ,:.; <", .. ,J ::.: .. /' ...... ,... \, ,""'" Lot 1, King COWlty Short Plat N.1}ll19.~~ 4890 I?, r~¢orq¢d wider R~cordU1g Nwnbcr 8703039001, and amended by Affida~'t 9tGorr~:ctio1},:'rc~prd:rd u4,der Recording Nwnbcr 8706260950, in KIng County, Washing'ton,;;bcing a pb~6n q:f tb~'~9utl1"b~f of the South half of the South hal f of the Northeast quarierif th.e· SQuilif;,t1st q\¢hcr of S'2~tion 3, Township 23 North, Range 5 East, Wlllamctt~ Mc'hdi . .fu, ~ KLhi' Cou~·tyt W;~h:i.Qgton; , . "" •. :~' ",/ ./ .:.:': ,.:.:~~~;::, •. ·;:;Y "1':' .•. :.... "/ .::>, ........ . G~1l6AG.~djTl~.INS~~A~G·E'·CO~l;I\N~ .' I"· ...... '·'.:: has PrdiaCOd Iho ~ocumC!filoh,. .:-" ::" "" ".,':' ",,/,\,/ .' raoo ,ns a custo.~er courle~y:' ,:' ond accopts no liability, Ip.r .. ,,"·· ,: ::". .' " ,; ""'''' Iha utcuracy or validIty' cir:: :,,:"":>,{ 1119 c'oeU'l'lont \. .r. ,:. ,.:: ./ /.:,/: ", ~ ., :"~' . .," .' .~' ;' :~. ..' ./,. EASEMENTAGREEMENT-11 W"'PtlotS\J3041\1~ 11",,11/5 ".c " , . J , " r " " .. .' .:" . :~' '.~' " ': ,.:' / ~' ;.,' "," i,i"/,,::>,, '\ "/ ,f' lO.QETri:f:;R WITH the following described property in accordance with De,cree "\.~,:, .,.,.;',:' Q'we~mg ,Till~"inJ~mg County Superior Court Cause Number 86-2-22118-2 entered on "",.," " ,;,'M3,{ch 23"J987. :':: "", "',. '.:. \jQ -Cf"ooI. c:::I c::» (C) ar- te co c:> ' C'<# • ClI I c;;::) tN ;,~.: .".: ~.:/ /"';'.~~ '::; /"!:'/~' .. /." ,,'. 1)ie ~o~th ~,:,j'O f~l o,f 91c Noq11tas~,.,q~~r of OlC Southeast quarter of Section 3, "T~~sl?p ~.31ic>rth/Itipgc 5 9~tlWJlI~~U.9,Mcridian, in K.tng County, Washington; EXCEPj tJ1c-'Wcsti MO'.SO fe¢~,thcrcqf,"'an4 J' EXCEP1\~e ~.9rih ~6S ~e~t th~rcof; .)119":';;;:;',,/ " EXCEPT tiiafporti,pn ofJyi.J1g,Avi~~I)::'·t9,'c S.9uth half of Ole South half of the Soul.h half of said subdivision; a,hd ,:/ ,/" .;i' :( ,.' "",,, ,/::::::: Serra ~:~:~~ COUD If ";~d;, ""i i "(/'i' ',., \:, i,i':,:.' ; .,;;-: .,,.r .~:.r '~lr;: .;,,/' .. ~"~' . Lot 2 aQ? the East 164 feel of Lot"j/~i~g C6tl!P:ty Sho~' Pl~t ~mnbCr.4,~60 17, ~¢c,\?rdcd undc('Rc:eqfding Number 870303900 1, ~d corrc'$tc~;Un9£r R:~c,g.rdi.U,g 1'{wnbyr /' 87~6260950>~eing a portion of the folloWing: ........... / :,' "t""""'''''''''''''''} .:: ,.( ,,5' ,~~. ,,''':~ '::. ' .~:' .~~. ',' :,~ ,'i' . \~: 'f:Jic sqGtii;:)1a1f'pf the South half of the South half ~f:tl)~ Nortljc~i~'quaA~a:;:bf tJ{'c ;Soutl)~ast,quru1br of Section 3, Township 23 North, Rnng~.5 E'aS~ Wifi~ct~!=:'Mcridian, ;,"in I<ofug Coun~ Washington , ':""""'''''',;;' :/' ,/ /' I' " ," ':ii" .. ' ,'," " , /' E~tE~:t C~.~ty··to·a'as~,. .. ""'\,/ ,;,:'" .:' \, AND'EXCEI',T the following described parcel.:;", . ':; .. ::. ."/ /' .. / ... ~::.~; I:: '~;./ ~EQIN'Nnf.G ~{ili~iSOl!.th~asrco·l'1l~r of the Northeast ,quarter of the Southeast quartcr.of said Section 3' :,:. ,/ ,( ./ ':;, .' ... :, .... \ .;' -,': ,.,-': Thence Northerly 65.,(JO.;fe~t;a1o~g th'c E;aSt..Iine of said Section 3 ~ Thence North:::8·7,~,4-9'~08;' Vf~st 67i):.2'O (ect;;." '. Thence South 010 25'02" w.est 65.00 f~ct (0 thlSouthline of the Northeast quarter of the· SOUUlcast quarter ofsal'q, se~tio·~;':3;...=: ),,::/ /., ,/:"::"::' . . Thence Easterly along saJd.S.9.uth~i.ile q10 ~O fe.d l~':thc,i~oin,~ of Bcgiruling; '; :: .:', ;' .~. . ... (ALSO KNOWN AS Lot A, King:':'-Gow~~;"Bo,ttil~'Jjjl~ AdJt's'Uricut application number S92LOI03, recorded under Rc~o*din,g Ntimlth 9t09\·O,l.o22) TOGETIIER WITH an casement for roa~:'~d{l.'.~i'~·e~,:6·:c/~~,';~o~~c·~·i;·;~'~i'~,n of Lot 1 as disclosed on the face of the short plat. '/.,:'" ,/ ./ ,}' .. ('.'\: . z; '::'"':'" .' ',..~: :', '.:' , ~ ..... ~ . . ' " " '" . CHIGJI.GO llrl/~ INSl)nAN.GE COMf'il.NY "',, ""', . has\pJ~c~,d Ih~'llucuj.ncnl or',;", ,/ :/ , .. ' " ,""'"'' "',: EASEMENTAGREEMENT-12· Wlwpdoc.I3304'\'nH~I'172: Ike rccorll'nf a ciii;lomo/:cQiill~Sy''':: ::" .,,, .' '''', / and 3cc~pls 1l6.'jlilblilly for ":,:' ::' :: . ,;:-Ih~ accu(.lcy or'val!~l\Y of.,.,"".: , .. :' .,(. tho ~ocLJ'l~rll . ',,,,.,.' " ,,' f " " .{ .... / \': .. /' /: " ',,/' ,./ '",',' :i " :.: '/ ;1 ":~:l' :.:; . 3' .;:~.:: ..• /:., :: . ,' I I' .. . . ~ r " :,~ ., .... ;:',: . . ,' ,:' ~:. / " ;/:., ...... . ( " ;~ .:' ,. EASEMENT AGREEMENT -13 W Iwpdoc,U3041110 ''''', '1 '( doc: EXHIBIT C .~' .f :: .:' ,···.t •..• •• .' " I , 1 ,'Id document 01 , "r,1 •• a cus'omor CourloGY " , I 1C~CpIS 110 h&lIl1,ly lor " II t;', • .i; y or validIty 01 ,,/"""'\. l'cumcnt '?":~"~:' . ' "'::~~.~./ .' .:.::.:, ........• " :.' ".,~; ~' .. ;. : . .' .' " ....• ~ ... :{ " 'ii .. ,· .. '···· .. ,".:;. .' ::'~. J' ... ~ .•. ,:,: , " r~· '.:i , " ~.' ,-------_ . ..,--_. ' ' ......... ~ .......... r. .••.• -... ·1---------- ..... -"0 • ...:t -- WlillU RCCOIlDCO Rl!TtfRN TO' Zeno, Dt"lIke and llively, r~s. 1,020 Lake W8shlnltlun Blvd', liE Suite 100 E1902408 Kirkland, WA 960JJ ~'f.3f_;'~ JB tH,W:IJ @Chkagontlc ID8urante Company PAQL 101 Of" otl 701 lith AVWlIHI -Sufte1700 -'$eftttJe, Washln DOC1lMENT nTU(S) I EAsement Agreement 2 J 4" 98:1.04 c.rt-s4t.J81S -I @ JUUERENCE NUM1JU(S) OF DOCUMENTS ASSICNm OR RELEASED: o Add.rt" .. a1I1W1I1"~ lID peso _or c\oc;an.:ot CRANTOR(S): 1. ClJCford and Cindy McClelland 2 J 4 CJlANTE£(S): pS Ill, LLC 2 J_ 4 C AtWitiaaaI aarw OGp ... _ of oIacUIII8It ABBRE'VlATED LEGAL DlSaurnON ~t-lhUt Block. S",ou TOWDIhI)!. VollIIH. bile. Page l'ortJOIJ: Lot 3, K1D& County Short Plat I 486017 recorded under Rocording , PJ"Namc: 8703039001 ASSISSOR'S nOpJ'.RTY TAX l'.AIlCEL ACCOUNT NUMBER(S): 03230S-9270 O~I.ul_o\lQl_'",IIIIP". _0(400"""" nat arlr ..... h ii, 1M C"'17 a.conlor" ~'.I pupoojN DIlly, 11III..."."II"':r" "" W .... .u.n p ........ ua ... rona. 'nI .. ,,""" .... ,... IN oIMa_t tJ WIf'1) u... KWfIIC)' ar C4IIII' ...... or 1M .. du'l>« .. httutlooe p"' .. , .... ~tnIII !. , , ':';'; .~ ,', ~ . . ;', . :~~(. . ~'rll ' '/', '.' :§L·:" ~~~ ." .. , ,\~~, " ------_....-,._ .... , ........ _.-------------------- Fried al RCque.l1 of "--" --~ .. - ZENO, DRAKE 8. HIVELY, P S 4020 Lake Washlnglon BMI NE, 11100 Kirkland, WA 98033 DOCtJMINI'mLI: I3uemeIII Agroemeg GJWm)R McCIdImI Chlfotd II1d CJDdy GRANlBE Kosm LLC LEGAL VESCRIP'J1ON SecBxhIlIllC AddmoaIIlew ~CJPt/OllS 00 pateS 10 -13 of IhlS docornent ASSESSOR'S PARCEL NOS. OJlJOS.9270, 032JOS·9Im-05, 03230.5-9046.()2, 032J05·!1034-06. 03230S-1lOl3-07, 032JOj·9269 EASEMENT AGREEMENT . . , ~ TH1S EASFMENT AORBBMENT (' Agrceur;nt") IS enlered into tJus ..td:. day ~ , 1999. by and between Cblford and Cindy McClelland .. a marital ~ ('McCleUmJ") and KBS ill, L L.C., a Washington limited liabilIty company and/or sucussors or asSigns ("KBS") , RECITALS A McCleJWxllS lbe oWOO' of ccrtaln real property locaItd at 14410 SE 107" Place, Renton, WA 980S9,lcgaJlylbcn'bcd In Exlubtt A al1achcd berelo(lMcClelland Property"), aOO . D KDS IS the purchuerundcr an executory Purchase mf Sale Agreement of certain reaJ property which IS adjacent CO the McClelland Propeny, Jegally described in ExhlbJt B attached hereto ('!CBS Propetty"), lbec10smg of pun:haso and ~e of whICh wIll be coDteqlOraocous with Ihc conveyanct of thu Eaaement Agr~. C KBS UlteDds to obtalD approval for a formal SUbdlV11IOD or PRO for the KBS property. am conslructJOn draWing approval or the same as a coJXtitioo 10 the closing of the purc.base am sale transaCtlon as weIJ u CO Ihc conveyance of the eaacment dtscnbed herem, and EASEMENT AGREEMENT· 1 W~nlOl'llltlnsdeo DUPLlCATE OR1GlNAL .1 I D KBS desires 10 obram as easement across a portIon of l11e McClelland Property for the purpose of a mstalhng aoo mamtaining underground utilities, and E . McClelland IS wJlImg to granl such casements accordlllg to the terms descnbcd berem, NOW, THEREFORE, m cOJlSldcralJon of $25,000 paId by KDS to McClelland ($2,000 whJch IS payable upon McClellaoo's execution of Ihis Agreement and the approval by KBS of its feaSibility study, and the remawder 15 payable wlthm thJrty (30) days of approval of a plclJmmary pl.1t and approved COllStrucllon drawings for said SUbdiVISion or PRD), the mutual pronuses conlamcd berem, and lhebencflls dcmed thcrefiom, OlC undcfSlgned parties hereby agree as follows Grants oC Easements and LIcense 1 I Easement for Undergrou}¥:l UtllJlles. McClelland hereby grants to KDS a perpetual, non-eXCIUSIVC easement over, undef, and across that poruon of the McClelland Property legally descnbed ID ExlubJt C auachcd herelo ("Easement Area") for the purposes specIfied m paragraph 2 below McClelland shall have tbe fight 10 use d>e lCI' Easement Alea for any and all purposes not inconsistent wlIh the fights granted to KDS ..... herem Such nght sha/lmclude, bullOl be hmilcd (0, Lbc IIlstallation of underground N C3 utilities, sidewalks, gutlCrs,. pipeS and culvcrts, so long as said uses do not \IJlJ'Cas()nabJy ~ mtcrfcrC With the mstallation, mamtenm:e and opcralJon of the underground ullUUes IJl UIC c-Easement Area ca o 1 2 Llf&ms McClellmJ also grants to KBS a temporary license to enter C'l upon the McClelland Property (or the lurutcd purposes of eompleong constructlon and : ~ mstatlabon oftbc underground UlJlJlJes, prOVided, however, KBS sball exclllls most N reasonable efforts to COnflllC such entry to the Easement Area and areas unmedlalely adjacent to the Easement Area 2 Use of Eascmcnl Area KDS's use oflbc Easement Area shall be lmlilcd to the construction, insrallation, maUlttom:.e, repair, operatJon and usc ofundcrground UlllllJcs to serve the forty-eight houses to be built on tbe Property descnbcd m Exlublt D, subject to the right of mumctpahbcs and u1!lity dlStncts 10 usc as they may rcqtJlfC after dedicabon of the utilities as set forth In paragraph 8 1 below In arldllJon, If any more parcels of property arc added 10 the proposed subdlvlSJOn, any residences bUIll 011 those parcels will also have the same fight to use UlC easement 3. KBS's Warranties KDS warranls that the undergroulXl ulJl!Ucs for the KDS property shall be oonstructerl In accordm:c With all applicable drawings, speclfJcatJolis, EASEMENTAGREEMENT-2 W~tlIOltdlll3"" pennl~. approvaJs and olber Jcgalrequlrcments Imposed by clly, counly, slate or federal laws andlor regulatIOns 3 1 DIligent Construction. KBS shall prosecute the construction and InStallation of the underground uUhtlC3 diligently and contmuously until they are completed 3 2 Owncahlp KDS or assIgns wlil be the owner of the KBS Property upon clOSing of the above-referenced purchase and saJe transaction 4 McClelland's Warranllcs. McClelland warrants that they arc the owner of the McClelland Property and IlIat there are no liens or encumbrances affecting the McCleIJaJXI Property wluch would Interfere with the mtended use of the Easement Area 5 Cos, of Construction of Underground UUbhcs KBS shall, at Its sole cost and expensc, design, construct ml inslaJl!he underground ulIlJlles m compIJance With all applicable rcqulremcn~ Pnor to COJllIlleD;Jng mstaJlatlOn of tbe underground uuhtics, KBS shall have a ltccnscd surveyor ~rvey !he wesl property hoc of thc McClelland Property, . and shall place surveyor's rebar stakes at !he northwest corner and the southwest corner of the McClelland Property At the compleuon of installation of the undcrground utilities, KBS s1IaJJ (1D1Sh grade !he Easement Area aoo adjacent ground which may have been disturbed by KBS's construction actlvltJcs, and shall also rc~sced the Ie-graded area WillI grass seed KBS shall take care not 10 damage the McClelland Property, and any improvements Ihcreon, dunng Ibe exercise of KBS's rights hereunder. In the event any damage IS suffered dunng Ihls work, KBS agrees to promptly repair saKI damage, or to reImburse McClelland (orChe enllre costs of the rcpall work KBS will replace any trees or shrubs removed or disturbed to the nearest localion allowed . 6 Walcr Ltne KBS agrees to loop a. water 111lC m Ibe Easement from the cxisting water maIO to the propoSed subdIVISIon if ~owable by Waler District #90 upon COnstruclJOD of Said subdiVISion If further easements are necessary to loop said water maJn in easement to be purelwed, Seller agrees to grant such addlUonal easements, nt no furlJlCr ~~~ . 7 McCleUand's Connccuon 10 Utilities. KBS agrees to eXlIIJlcct McClelland's CXI$!Jng resJdence, as legally pennlsslble, 10 the sanitary sewer to be inslalled In the easeme.nt and to leave 9De addJllonal sewer stub:.oot OD the north boundary Ime of the McClelland parcel, approxunately 250 feet from the western-most property line of tax parcel No 032305-9270 al Lbc time of the construction of the proposed SUbdIVISIon IIi addllJon, KBS agrees to pay the folloWlIl8 sewerconnecUon charges for the eXISUng McClelland enc7!(om Kmg County and the City of Renlon atM-\ \ / ~l ~tlt.f ~O( ~~I'I '.>tIJP V \\ t ~' v-(,' ~~1111 ~It~\ f\~ EASE CIIICAGO TIllC l//SlIWiCE CCMIWN has ~d llIe d~t of . retOOl as a cuslomer COIJ~ y W KI.ejlIs no laWry lor IhuCCUl1ty or YiIdltJ 0/ 1lJll1Io,\I1TIX1I •. :J:,i: ;<. J ' • .} 'J • r~ .' .. ~ -----.... ~.~-,----------- a City fccs' Syslcm Development CbargeS' 585 Honcy Creek Special Assessment DIStrict $ 250 Permit fees Subtotal $ 895 ~(1~1q $1.09840 (lifetime payofO ~.vi. ~ /i1 . Jilf V/l'l/'ft _~l~ I r b Kmg County-Capacity Charge TOTAL . $1.984 J(tk.~ "Il*' . \i l~ ,~ ~,( :to! .. 10 the event McClelland connects into aoo uses any olber of the undergrou I, t~~J Z. ~ev.N( I-.o~) McClellaoo shall pay aU cOnslruClJOD expenses associated WJth said conncclJon 10 ~ e IOI!;~ ~ ~ uttllUes, and saJd connection shall be (ree of aU hens on the KBS Property, and shall be In ~I,~ I COmpJWlce With all applicable Icgal requirementS NOlwlthslaJ¥fmg the foregomg, KDS agrees thai McClelland shall oot be required to pay any connccUon fcc, surcharge or othc 11~ construcuo~ orlll3lallallon of thc utlhue.l ~~ I Iff q L\ 111 fcc 10 KBS (or the PUlJ>05. '. e of reo unbursmg KBS for Ihc. cosl of all or any porllo,nr the \j..nO . '. ~ . 8. Mamtenanctand &Rail Nptnses AJI expenses 'associalCd with L mamlauung, repllrmg, restonng, cleanmg or SCfVJCIllg IhecompJclCd undergrouoo uulmes sball be paid entirely by KBS unul such ttme as KDS dedicates thcundcrground uldilies to the AssOCiation Thereafter, all such expenses associated with mamlammg, repalrmg. restormg, cleamng or SClVlCmg the completed underground utilities shall be paJd by the Association or appropnate uulny dlStClct 11 uUlitics are dedJcated pursuant to paragraph 8 I; provided, however, If repair or mamtenance of the uooerground uuhtles IS requITed as a rcsull of the sole aclJon or macllon of McClelland, McClelland shall pay the cntlre cxpcns'c of such repair 8 1 DcdlCibOD to Goyernmental EnlJtieslCommcJtIal Ullhty 'The UWIUes may be dedicated to the City of Renton, Kul, County, Water DIStrict No 90 or any utlhty company In the future by KOS or by the homeowners' assocJaUon, provided ilIa' the CIty ofRCllton, Kmg COunly, Water District No 90 or any ullllty company agrees 10 operate, malJllalD, repair and leplace the uuhucs Upon such dedltaUon, the obligation of the property owncrs to contnbute to the operation, marntcnance, repair and rcplarement of tbe underground uldllies shallienrunale Further, the ngbt to use such UlJhtlCS Will thereafter be at the dlSCretioD of the uttllly company or mumclpahty wluch owns the utilities and notlmutcd to the I eSldcnccs In the proposed SUbdIVISIon ClICAGO n1lE INSllWICI: CO~JlAIlY hai pxe.lhc dottllDll 01 . IlCOId as a cu,locmr ~"ltsy 1M mop!' no /sab/tf III EASEMENTAGREEMENT-4 W~'"O'~'IlS" thl Ittlll1CY or yaldoly 01 lllloocllIIIonl .' • 'Uii·, \:k ':",~,~, ", ". ", ,,' _ ..... 9 Entry on McQclland Property to Perform Mamlenaoce and RC]ajr Work KDS and successors shall hav.c the perpetual nght, at such tunes as may be necessary, to cnlcr upon lhe McClelland Propcrl)' for tile purpose of accessmg, mamlauung, repairmg, rcstormg. clcanmg or seCVIclng the ullilties McClelland agrees chat SMd fight of entry sllaU , be 110 less tJlan twenly feel (20') In width. KDS aDd its successors agree that such work shall be accomplished In such a manner Ihal UIC surface of UtC ground and any pnvale nnprovcmenls eXlsllng on the McClelland Property shall nol be disturbed or uestroyed, or UJlhe event they arc disturbed or destroyed, they w~1 be replaced m as good a condItIOn as they were 1IlU11ed131ely before !he McClelland Property was entered upon by KDS or lis successors 10 Hold HarmlCM and Indemmty ProvIsIons 10.1 MutuallndenuuficabOn. KDS and McClelland hereby agree to hold each other hannless, to lOdemnify aDd deCem eadl oilier of aoo from any and all c1alIDS and/or damages which either party may suslain as a result of any breacbes of !heir . respectIve obhgahons descnbcd herem. Without bmltlng lhc generality of the foregomg, KBS spcclfJCally agrees (0 hold hannless, mdcmrufy and defend McClelland, uno! trallSf cr oflhe uubl1es 10 the homeowners assocIation which will be formed or KDS's successors m mlerest to the K.DS PI operty, or for a penod of Iwo (2) years from the date of completlOll of the consllllclion of the utlhucs, whlChcver occurs lasl, from and against any and all cJaulls aOOIor damages relallng to. ' ]0.11 KBS's construcllOn and Installation of the utdUICS, 10 1 2. The fIImg of any hens or. assessments. agaInst the McClelland property as a result of !he IflstallalJon of !he utilities, 10 1 3 The overflow of water from lhe utIlJ!Jes, provided, however. KBS shall have no lJabJlity OOtunder If said overflow IS caused solely by McCleUand's acllon, 10.1 4 The conlamJ.oation of the McClcUand Property WIth hazardous or (oxic W3slC or malenal as a result ofKBS'$ installation of the uuhl1cs, '10 1 5 The dlSclJarge of hazardous or toxIC waste or materw through the uWlty system, unless said coDlaDlinallon or discharge IS caused by McCIelland, or ongll1.11Cs wltJun !he McClelland Property, 10 1 6 Any govenuncntal ageocy or olber party or person contendmg tballhe utlhues were not properly CODSlrUcted or OtherwIse damaged lhCJr property or Ihe envlronmenl . . . EASEMENT AGREEMENT -5 C1/ICAGO lI1tE INSURANCE CCN.PJW( hal p/lted lilt dotume/ll fA retOld III CUSlOInI!( cOUllisy atMIllXeps no ~lbtIJ1y for Ibo ICClncy I)( 'l8lci~ 01 lhe doCl#lI'IrIr NOlWltbsundmg any prOVISion hereof sccnungly to UIC contrary, the AssociatIOn and/or KDS's successors m mterest shllil cOnLmue to be lJoundby Ihe obllgallons cOlllalllcd inlhls paragraph 9 In perpclUJly. 11 ExtenslollS TwcntY-SIX (26) months aner slgnmg a~ mutual acceptance of tllis Agreement, If KDS has not received (mal engmecnng and construction drawmg approval for the above-mentioned sub(hvlsJOn, McClelland agrees to extend the closing of IJus transaclJon fOi three (3) runety (90) day periods at a cost of seven hundred fJfIy dollars ($750) for each extension, to be paid at Ibe beghming of each exleDSlOn All earnest mOlley deposits and extension payments shall apply to the purchllSe price at Cl0510g 12 Tcrnunallon oeBasement Notwlthstandmg any ollier provISion conlamcd herein scemmgly to the contrary, m the eveol KDS has not compleled llIsrallauon of the ullhllCS within len years of lite date that ibiS Agreement IS recorded wllb the Kmg Counly Recorder, this Agreement sbaU aUlomaucaJly tenrunate and sbaJI thereafter be null and VOId KDS's wOIk shall be deemed complete at such tIme as City and/or County fully and finally accept all of KBS's WOIk on the utilities as complete 13. Covenants RUJUll!1& WIth the LaOO. McClelland and.KBS agree lllal the terms and cOnditiOns conlalDcd herem shall benefll and burden the McClelland and kBs Properties, and shall conslJtule covenants that run WIth both Properucs, and shall benefit and burden !he hell'S, successor and asslgm of the McClelland and KBS Properties 14 NyJI and VOId TIns contract and the contcms herem WIll become null anu VOId and unenforceable 10 !be event KBS falls (0 receive rmal engmcermg and construction drawmg approval for a formal subdiVIsion or PRO for the properly shown on Exhibit D 15. ~ KDS agrees to place a SIX foot (6') fence along the NOrtll line oC tax parcel No. 0323059270 ID the event the aforemcntJoncdsubdlvlSlon receives approvals acceptable to Purchasel 16. DraInage. KBS IIgrees to protect and defend McClel1aOO from dr.unage from the proposed KBS SUbdJVISIOD and development efCorts KDS shall resolve any dralDage problems arismgdlreetly as a result of the development aIXI coDSllucdon of the property descnbed on Bxlllbit B, alXl repair any damage caused to McClelland's property from any such drainage problelll3. 17 Enure AglCCUlCnt 1'bcre are no other agreements between KDS and .. McClelland that modify or affect tillS Agreement TIus Agreement J.S fully integrated and all pnor negodauo/lS regardmg the tenns of the Easement Agreement are merged 1010 and have become a part of this Agreement EASEMENT AGREEMENT· 6 W~"'OI""'l7lScI)C aJlCAGO lJll£ INslJWlCE COMPAAY has plmn. dxumml of leem" I QJ~mer coultesy aM aCt~ no &aMIy 'or Iha accUl./tY or \'aIldil;' or' Iho qQClJln!tt ",' N '0 .0 N '·f, ..... '''-....... ''&:"'''I-.-_________ -..-I:'l!'.,..'L!!l _______ --:-____ _ 18. ~.AJI noticcs, C()nscnl3, approvals and other conunurucatJollS provided for herem or given In cona:ctJon hereWJth shall be vabdly glvcn, made. dchvercd or mvcd If In wnCtog and delJve.red personally or sent by regIStered, ccrU.hcd mad, or receipted ovcnuglU servICes, posfJ,e prepaid, or by facsmtile to, with confirmed receipt at Ille (01low1I18 addresses . KDS KIJS W, L L C 12505 BeI·Red Road Bellewe, WA 98005 AIICDlJon' Kolin Taylor Fax 425/452-9016 McCleJland Clifford and Cmdy McClelland 14410 SE 1()7f' Place ReDCon, WA 98059 19 AllOW's FeeS In !he event any pany employs an attorney to enforce any of the provisiOns or ibis AgrcemeDl; on any issue of statc,·CederaJ or banki'uptcy law. thc prevatlmg p~ shall be eo1JUcd to recover 113 costs, hllgaIJon expenses and reasonable auorncy's ftC! ID connectIOn !h:rcWJth from!h: oon-prevulmg party. 20 Goyerrung Law. 'flus Agreement shall be construed under am governed by !he laws of the Sl1tc of Washington. 21 Seyembtlny U uy proVISion of thIS EaMmnt AgttanCI\l is dctcnnined by a coon 10 be mvalxl or unenforceable, the remaim of tJru ~nt A&rtemcnt shall l'CIll3U1 In full force and effect 22 Successors nus Easement Agrttmctt birds !he Ius, successors and a~lgns of the parnes KBS m, L L.C., a WashingtOD lmuted lIabIhty company ClJICAGO mu 11.st.cWa COIII'N« hal JWd III docllllld d r~ at • CUSIlrn!l wtay and •• ,.,Ntnlyfol III ICCII.I.-, or YDI.ty 0/ Ita dJClllN:' EASEMENTAGREEMENT-7 W1ll\*lClW0411101 ..... ", doc , . " .. ~. Cmdy McClelland STATE OF WASHINGTON )., ) ss COUNTY OF KING ) THIS IS TO CERTIFY Ihat o~ Ihls -.2!L day of !l;C/1 . 191£. beforc me. a Nolary pubhc III und lor the Slatc of Washmgton, duly commissIoned and SWOIn, came Kohn Taylor, pclsollully !.nown Or haVing presented sallsfaelolY eVIdence to be a Member of KDS 1II, L L. C • Ihe IImlled habdJly company Ihal executed the foregolllg Inslrument, and acknowledged Ihesald Instrument to be the free and voluntary act and deed of !lilld hnulcd liability company fOI Ihe uses und purposes Ihercln mcnUoncd, and on oath slaled Ihat he IS authorlled 10 execule the ~Dld IIlstnmlcnt on behalf of srud hnllted liability company Y HAND and onlclal seal.lhc day and year In Hus cerllflcate first l'n~f2~w NOlary Public In and for Ihe St3t;:JtwaShjglon. iJ.irJln'J at ""11 tV STATE OF WASHINGTON ) ) ss COUNTY OF KING ) nils IS TO CERTIfY Ihal on Ihc';)l'\~"'day of Arc'. \ ,19'f\hefore me, a Nolary public In nnd /01 the State ofWashmgloll, duly comnllss1oned and l>WOln, eame Chfford McClelland. personally known or haVJll~ plcscnlcd sntlsfllclory eVidence IO.be the IOdlVldual dcscllbed In and who executed tlle wlllulIlIlstrumcnl, and acknowlcdged Omt he Signed Ihe SlIme us 111\ free and voluntlllY oCI and deed for Ihe IIses and purposes Ihe/eln mcnllollcd EASEMENTAGREEMENT·6 w""",*,WOInl01W111l1 ... r.,uCAGO IHLI: INSUJWa GOWNff has FUt.(d III! dotoom 0( reconI ~ I CUIIOlllll OOIIlesy lid ml~I no bIllIIy 101 IIUcu.tC'/ orva.!dlly of Ih9 Olttlll1:nt ,-t •• ' N -0 .0 .·N WITNI!SS MY HAND mlu oHicial scallhc doly ,ulll yem In IIu5 CClhlicalclirsl above wllllen ~~ICE:&NG Nolal y Public 10 and for Ihe Slale of W shlOglon, resld(~ al , rA. ~ WITNESS MY llANO ilnd orficanl seal the day and yenr 10 1I1Is ccrlJficalC lirst above wnllen EASEMENTAGREEMENT-9 W~1II01'IJIlmdoe '-. '" .~,,~ ~1 Prmt Name MARIAU FLE Notary Pubhc In and for the Slate 0 ashmglon, resldmg at (...J(",~tfl~ ExpiratIOn Dale t{ ,.. ,.. d-CO 1: tll/rNiO lfiU INSUlWiCE CIUWlY ho" ~ed III doCIJnert d 'Otero as I GlIIOmtf COIlIeST cndllC\. no • lei Iho A£C1D.11J '1I11dlly cI 'II (OM"ICd . N • • Q .Q N EXllIlUT h LOl3 of Kmg County Short Pial Number 486017, reconfed under Recording Nwnbcr 8703039001. and cOlTected by Affidavit recorded under Recording Number 8706260950, together WIth the West 428 00 feel of the South 330 fecI of the Northeast qUArter of the Southeast qWll1cr ofSeetion 3, Township 2J Nonh, Range 5 EaSt, Willamclte Meridian, in King COWlly, WMhington; , EXCEPT lhc Noeth J 6Heet thereof; . ' EXCEPT that portIon lyiDa wilhiD the South half of the South half of !he South balf of sald subdivision and EXCEPT Counl)' roads; . IN ACCORDANCE with Decree Quieting Title in King CounlY COUlt Cawe Number 86-2·22118·2 entered on March 23. 1987: EXCEPT tho East 164 feel ofsaid Lot 3i (BEINO KNOWN AS Lot 3 o( King County Lot LUle AdJustmenl No. S92LO 1 03, recorded under Recording Number 9209101022, and othel property ) EASEMENT AGREEMENT· 10 W"""""'\u)oI\IOI""ll~1Iof QOC~~Rl~C~Y Iws pined UlI documttoI of . ,tcIId au wsIImJ aJIIwy . and ICa,b 110 bbtiy let It.UCCll'I.C.Y orvudlt( 01 'I:'L~ Luck Parcck . EXIIIIHT n Parcel A. The North 165 feet of the South 495 feet of the Northeast quarter of the Southeast quarter of Section 3, Townsrup 23 Nor1h. RiU1&C S East, Willamettc Meridian, in King COWlty. Washington (No Road exception bas been noted in tlus description for Parcel A) Parcel B. The North half oftbe North half oftbe South half oflhc Northeast quarter of the Southeast quarter oC Section 3. Township 23 North, Range 5 Eas~ Willamelte Meridian, In King County. Washington; EXCEPT that portioodescrlbcd as follows: Beginning at a point on the North line of said subdivision which bean South 01 D25'02" West 633J8 feet and North 89°37'38" West )0 feet from the East quarter coma of said Section 3, thence North 87°3TJa" WCSl along said Norlh hne 125 feCI, thence South 01 ~S'02· West 122.17 fcct, thence South 87-49'08" East 125 feet; thence Nonb 010:25'02' East 121.75 feet to the Point ofDeginning; Except the East 30 (cd !hereof (or Couol)' Road. . :g (There is an overlap ofapproximatdy 17 feet between ParcellAaod B.) N :Yelland Parcel: The North 165 feet ()ethe South 330 feel oCtbe Northeast quaner of the Southeast quartcr ofSeCllolll. Townslup lJ North,Range S Ea.sI,vidl~cI1C McndWl, in King County, WasbJogton; . . EXCPJIT CoWll)' lOadS BeDDett Parcel: Lot I. KingCounty Short Plat NwnbcC 486017. [ccordcd Wlder RecordlDg Numb(r 870303900 1, and amended by Affidavil of Correction recorded under Recording Nwnbcr . 81002609S0, in Kmg County, Washington. being a portioo of the South balf of the South half of the South half of the Noi1hcasl quarter of the Southeast quarter of Section 3, Township 23 North, Range S East, Wlllruncl1e Mendian, IJl KIDg County, Wathington; EASEMENT AGREEMENT -11 W '" ICIOeII»Ot II I O,\\~ 1m do< ' . . , 10 en o .. TOGETHER WlTII the following described property in accordance with Decree Qulellng Tide in King County Superior Coon Cawe Number 86·2·22118·2 entered on March 23, 1987. • The Soulh 330 fed of the Northcut quarter of the Soulbeau quaner of Section J, TOWlUhip 2J North, Range S East, Wlllamcttc Meridian, in King County, Washington; EXCEPT the WC3t 840.S0 feet thereof, and EXCEPT the North 16' tccllbcreor, and EXCEPT that portion oflying withinlhc South half oelhe South half oflhc SoU1hbaJf of said subdi visiooi and EXCEPT COWlI)' roads. Serra Parcel: Lot 2 and the Eat J 64 feet of Lot 3, KJng County Short Plat Nlunbcr-4 860 17, recorded· under RccordiDa Number 8703039001, and corrected under Recording Number 8706260950, being a portion of the following: . The South half of tljc SoUlh half of the Soulb half of the Northeast quarter of the . ". Southeast qlWter oFScction 3, Township 23 North, Range S East, Wmamctte Meridian, in King County. Washingtoo, ExCEPT County rOads; AND EXCEPT the following described partel. BEOINNING at the Southeast comer oC the Northen.st quarter of the Southeast quarter of 3aid Section J; 1lace Northerly 65.00 feet alO/l8 the East line of said Section 3; Thcncc NoJth '?-49'O'" Wcsc 670 20 feet; .' Thence South OI~S'02" Wcsl65.00 {cd 10 Ibc South line of the Northeast quartet oC the Southeast quarter of said Scdion 3; Thence Easterly alOllS said South line 670 20 feet to the Point of Deiinning; (ALSO KNOWN AS Lot A.lGng County Boundary Line AdJwtmcnt applicalion number S 9210 1 03, recorded under Reeordini Number 920910)022) TOOEllIER WIm an ea.scment for load and ulllitJes over IJJ( SOlllherly portlon oC LOll as disc:loscd OD the face of the short pial. . EASEMENT AGREEMENT ·12 W~IWOtIlIOI.~I1/:«-C I CIIICJI,o nn l rNSUIWl.E ccwwrr lin ~ecf ilia d.lMenI 01 ~t«d U I (US/ooJcr COIIflesy and ampls i10 II.ibIl«y lor U1UCCIt..ey ofl'3i1d1ty Ii \lit (OQo'1'.:nI ., ' ·f', ,. -t' ' '. Q Q) C) EXIIIJJlT C TIle West 20.00 (ect of Ihe (ollowing described parcel: LOll oCKing COWlty Short Plat Nwnber4860J 7. recorded under Recording Nwnber 8703039001, and conected by Affidavit recorded under Retarding Number 8706260950,' together with Ole West 428.00 (eel oflhe Soulh 330 feel of the Northeast quarter of the Southeast quarter of Section 3, Townslup 2J North, Range: 5 Easl, Willamel1e Mericfian, in Kiog COW1I)'. Wll3hington; EXCEPT !he Nolth 165 fcct thereof, EXCEPT that pollion lying within Ole South Iialf of the Soulll half of the Soulll half of said subdivulon and EXCEPT COWII)' roads, IN ACCORDANCE with Decree Quicong Title in King COWllY CoUlt Cause Number 86-2·221) a·2 entered on Marcb23, 1987: EXCEPT !he East 164 fect ofsaJd Lot 3i (BErNO KNOWN AS Lot 3 of IGng COWlly Lol Line Adjustment No S92LO I OJ, recorded under Recording Nwnber 9209101022, and other property,) EASEMENT AGREEMENT· 1.3 ' W~I\14I""l1" I , "OOAHCE COM'M'V I , II'" d.lamiiI 01 11,1 .. I QJSItImf QJlltesy ""map'tllllbobilylor • H·I.Y cr_ 01 , l'CUm . " ',;. . 'f "',l , "'. I' • ' . , ,~~', ~ '. , : , "1 " , "'.1.:; .. " 'I. ' "" " $teph~~ Wood~, rJ';:~.', .' .,', '337019~1'Ave,S .'"., Fedeirirw ~y WA 980'03-. ":; ",' "', . . SUBJEC":: 'i, '-' '. ,', 'D~arM{Wooqs: .',.' " " " (, .'. ~', .'.\> " ' ,'!" ' ., , '. '''': 1"- "1" '. .",f' , .. ,';, ' "" " ······,·.·CITy': OF: "REN.T()N , .' ~ , '" .', .' ": ,.,' ,'" t',' c' " ,': " •• l' " :,:" ,' .. , ," " . j , ,:. , , ' ; , • '.' :"':, < " ) ': : '-;., ~... .,',' ' ...... :"Ii;,. ,. '. ' Planning/Building/P,ub1i6Works :Qepartinent. ·,Gregg,Zimmerr.nafi P.E.,' Adntinistrator . . , "'. ' '. .. '. , .' , , 1"'1",, , ",; , "., . i. ,,:, '. " . ~ , ", , . '. , r ! ,', . , I.', I ~," 'J', " I ' . I r' ' ~." ~ \. '. , The. re.\riew. ~u~miJ;tal on' the . above-me~tic>ri~d .short' phit' has beeri. comp~et~dand the foliowil1g comments have 'b.eeri,r~tume,d~· ", rleasereView tbesec'omments. al1dm,ake th~'i:te'cessary chang~s.', ()ncechange~' h~ve, . .. ,. :. beerl,chp1p~¢tedpl~ase~esubniiH~ree·.c:opiesoftbe:shqrt,piatdr~\Vingsand ~rii.oth~r'related· 4Q.ctirnents: ":' .. " ": SHORTPL"A T REVIEW COMMENTS: .,' '. :-. " " , " -. ,'I "" , , . " . , . . ' ,,' .~,' ' . '~ " " .".':. ' , .' ',-;.: " • J.' . '. . ,,', ;-'. • ,.', "" , \ ," .' , " . . . .... 1. ,: Conta94tJuHa~a Fries~ P1~n. R,evfew:~r,' at 425'.,,430,-7278,' for requIrements t9 be' cQmpleted'on the .CiVIl c6nstrucbo~ portion' to your projecf: '>' ;' .. ":, >, , , ...,,' ;<;, ,: . ':-~," ., ,',' \:. '.-2.Thesc~1'~shoWboti sheet JoO is incorrect.·. ;. " '." . " "', , " ... ', '" :-~ , .: : '," "" . ,. .' ,., '... '\ ~, ' ~~ • ' , '. .', 'I • ,,~ _, . '" , ' .' • Note theCityofR.~nt9l}JandrecQrd·nUniber;Ll\lD~2b,,0400;.oQ' the shoit,pl~t drawitigs {Spe~t~':, ", . rthrough~oO)inihe'sp~ce~~lrea,diproVid¢d.,' . ;';, ..... ,,",. ':" ,"" '. '.' . "'3,, , ,. 4. ,Sho""the'sinal1 area tohe de'di6'ated to the ci;tY ,(or roa~' purpose's on-the shoriplat'd!awing (NE ,t: COril~f 6f;:s~bj~.ct:S~~~tplat pr~l'e¥on ~~~et.,~:-()t~), witl)'~lie,pe~irie~t ?~pi.~n~i~ns:t~~t ar~ cu~ently mlssmg.· .... ' ' :-." '," " . . ;. , . ,,~ , r,., .. , . 5. '. 'Note dIscrepancies'betWeen bearing's and'clistan~~s ~f fe~ord al1dthos~measurcd orca1cuiat~d;. " . . ',::., ,irany'o '.',', ,:"';J 'I •• · •••.• "'.> ',.::~""',:, :,''..~. ,',": .,,", .. ,"'" ;'," , I ': ' ~ , 'c • ' " : ,"" ~'." ' ".. I ',.', ,,'. . (j.C,hange t~e year' ("2006!') . currently ,'. n~t~d 'in, ··t~e. ,~',APPROV ALS'" . ~lock' and ':: .. ·"ACKNO\V.LEDGMENT"bloc~s,(~~e~t. 1 of 3): " .' .", . . . . .', ' : 7,' See the 'artachm.~nt, f~i:' the pe~inen'~ l~t.; add;esses (addi~~si~g "spaces' ~;ovid~d: on sh~rt plat::." ;, ··.·drawing·6nSh~et3of3).. ". ,', . . . , , '. " . _. .'. ,I., ;:". , '. \ • " , , ." .' ',' ,': • , , • ,: , '. " '. J :. ",' , -,' • ..." .,., ' • '.' .' , • ~'.' 8.·:Show the access eas~inent '(Ree: No.' 2006Q9.14001333) that::was recot:d¢d in September ,of" ,·····';2006,fo{:the:.bene$tofJhe subject: shortphl(property. '.,~a.j,d:e!;ls¢weritH~sto'.the·'south o{the .' .. ' 25 feet Wide~d~ddedicationfor NE 1'6th St. :' .....'. ' "',: •. .' '. '. , .. , r .' ... ; 9 .. The' legai~(le'~cript1~ri 'for ';Pf.\RCiiL A'; (~l1eet:2'of3) '~ppears to be'ii1~orre9t: in' ~he follo~irig, , ..way: Thethitd 'paragiaph down' from the top.:it)chiges; a. dirneii~iori~of"3QO feet",wpile, th¢ . • ... • .. ··sim~""legal·descriptibn.attacheQt() theChica'go 'THl~ Iiistirance ,Company Fourth: Cori1ri1itmept,· , .' , .,'",.'. ,', • '. ~.' • • • • ','. 1 .' " ,.' .' -" , •• ' < , ' • ' , J , :,,, i. , : .. ' . 1'\P!~nReVi~W\C~~SON\ShortPI~ts2007\,Wi~dstone IV' SHPL 9~L ChangeR~qu~:StStop.doc . . ~ ... ~-··~'~·~·'~···~"~W~55~S-'O~:~ili~G-m-~~~~'-~-·~~R-·e~~~M~':~;-~-h-~-~~M-·:-~~~b~~7~~~,--·~·--:~",··R~·N·.~ON.',' " -', , . . .; AH~AD OF THE CURVE , '.' * Thispapercontai';s500/orec~cl~";atE!rlal,300/~po~tconsumE!r,', . , • • ; , .' I ."," "",' ::·Y" . '. ; .... ' , (~. ., , '. ~ .' . !,' ,~ ... " ~ . '. .~ ~ ". ,,' ... ::,/ l;~' '." "c . .;~. ..... , ,', .' ..... . .."., ,~ :'.1, ~ .. , ... ,.~. ~ ~ " .. '-< . .}. ~ > " , ~,I " ," " ," ". " " ~~ .. ~. '." '1 ·s" '. , .~"' ',!., . 1:, .,.' ~ , . ' , . '-,,', " : ...... . . ' " ."" .. ' . .~ .. ,J' ;," " ••• ;,'., •••••• ••••• ~, ...... '~', ... I' - ,'r-I , ,,' ..... ~ ¥ " . " , ' I • ~ • ~., ", . .. , .: .. '..,.' '. " ~. ~., -'1 ! . ".",' r·..'~ • I " , .... . ,-. ~ .' ~ ... , ~ '.: ~.: ,,~ " ! ",: . .~.' '. ,'. ' ~.",:: " . i:\', .:; ~; ~ . ~. I' I' ,I, • >~',:',~' ~ .• , ~_ .~. '~;/ . ,'. ',. .) ". ", :"' .. ' ", j -". :: .', .... , I' '!',' ':'>:":" .. :'. : '"<-1' C,.".' ...,,~ ..... " " \ ~ , ~, " , "'. . . . ' . ." . ,', ~:.~;::~~\ .~ '\'; ,"1 -.... .\. , .... ·t " ':: :'. ": i.~ .. ;,'. ,t' , .', '. ,:'" '.'/ ), , }':. .~~. "" -,' ~ ... ~'. -.' '.: I .~ .. ", ",;," ", .j 't·', ',': , .. ~ . •• , f.', . .. '" ~ " .... . ,. ", :".;, ' .. \ . , ".1' ~ -_ .. ..,.: '~.~ .. ~ .... , . ,~ " ',' ,~ . .' : , .(..1 . ~ '~:~;:{ . ,"', ' , •. 1 .. :,~ ~ .. ', J,' " t:;. " ,:-.'" .'t:. .' ' ..... .J ,-~ ' • " ' "., ''''': . ~-' -.,. " '. --'. !~: 'J J .• !,~: , ' ' .:' ' . " " ', .. 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' • " " i ~ ''-'. ( . "", ;'~.' :,.:,:" '/y . -" J .. , r,· ~.. .,". " ,:, .. ' ': <. ',. I, '. ' ..... " ",,,/'-. , ..... :.',' :('r',' ,: .. ' "l-;'·' ..; •••• : ... ,,,1, , \"' . :'.; ''';' .,:,' .. \ . : .' ;' :~ . : ..... " ' '., .. '. :,.', i. , • •• 1 ,I'! .,' , ,.'. ......,' , •... '-'-,r -'1' .. ' .. '-,. : ... - .~' ': :.:'~ . " . .. : ~ .. " ~ ",\ . , '" I . ". ? .:;; .... " ',' , .' 1', ... . ,~ , . , . ~ , • .. ,!-' , . . ~ . '.' n, "; ,,~> ,~ ,- <t_, " ,', , ::',:' 'j' ", , ',:. ..... :: ,~'''' , .' ...~~~~ ~"~' . .-~ , ~~ ~ " < • '-' ; .- ...... .. ~" .. '. ',; "". -:.. , ., ,', '.: \" •· •. i ,:' "":::': .. ' /', , . " .,J ." '''_, ' .. ,_c_, . .. " -' ... .. , ',.. '.', .' .., ~;. ," ., ,"," 'ot- , '. .' ! ' '. . , ' :Page 2".,: ., ' . . ,!. '. ' '1anuary,~5;.,2607 . ... :. " ,,' ' .. .. ' ':, \::' "":i" ': .. ' <, ,: , .... ,. " : : ~ ,,," :. ~"I 'J < • I ' 1 . " .'. , . . ,,; , ': .... ".' .... ,.' .,:' • C,. .": " ".' • , . / . ~ ... ' ~ " , " ," .. ~ ". ,J ; ! . ,. " ." :.\ , . .' ,~ . '.'" , ',' . ,',. " ," ',Plat ~~rtific~t~ ,titl~ report,:~rd~r: ~1.'-1l~8732,' 'dat~dSe~~6m~er 26:'2~~6, n~t~s~aid,;, ' :,. " " "-. , ','dimension.as -330 feeL~ .~: .,." i :'; " ::. ". ' -.. .... ". :.:. > ,-,1'.',: -,: .-:",': "',' ," .~ :', I ,". , ' " ,;':"~:;~ ,.., ,-"',' -,:', ""'\ , .' .:',,',,',", '."',' '10. Th6"legal d~sct:iptions'fo~ ~'P~t~,L'p";".:and';"PAR(mL'B'~'~s tf~J~~'on' $"~id 'She~t:2.~~'r:3, of the " " ,,', . ", ' ':'.,' :snQt;1: plat submittal, and also the legal. descriptions for said' properties as' noted iIi said title .. ' ' ' , ' , , " -report, appear 'to .:b.e ,in error inanoi1?er respect.<,They"all 'in'correctly"EXCEPT",. in the, . ..' . t ,',~'TOG~1HERWIT::a",'portions of s!lid :descl"iptiOns, the"'~SOVTi{iI.ALF q'FTHE SPUTH' "":'., , , 'HALF-'OFTHE oSOUTHHALF 'OF SAID 'SUBDIVISIoN" :o;'the , "SOUTH 'HALF OF'THE ';" :;':SOV1'II,H~F;Of'~Ai6suln~IYlsION;::(theJa#ets.tatement:beirtg:t~9 iil¢lusiY~:.qf;lai,1ds): ," ,',' ~.' , ' ">' '. ,.:" T~e,:':"TQGEt:lIER>,W;tT:I:I': .. :app~~i1:s',tq : :be~;' :foI<~: '\IN. Accqi¢ANC~,,; W;1'Uf, 'D~CREE .',' ", ' 'QQIETING TITLE'lN KING COTJNT¥ SUPERI0R'COTJRT CAUSE NUMBER,8o-2-22118-'" :" ,::,A; ENTERED ON MARCH 23;:,\987" .. However;)nes~ exc,eptibns effectively 'eliiniI1~ty 'all the, ". " .. ' : ;:propertyby incorr.ect placement of, a~dlor ~ordingOf the'''EX~EJ;>T' statement: ;Review)nd , j' ", r ': r~Vise as ,needed., NOTE: The St~tutQiiWiu:r,a~ty D~eds bet~een Mildred sierra an_ct ~B~.rtr,', " " .' ': '.: '.: ", ,-'.._' LtC' (R,ec. N,o: ,,'200409280010,~3) :~~d,:~:xnth~a',~rid' Clifford McCl~liand" ~nd K~S 'm,:'L,LA ' ,-', ',",'.,)' ',.' , .. ,'(Rec. No. 20030303001421)'also:,inc~~d~'tl1is ~or~in'it:' ',:::), "';. 't,: ""'". '" , ,', .. 'li::~;O~~de:r6f~ren~es fd/the'b~:~s~:6ibed:i,~~~ion'~~cdm~~t~'6~1"t~~s~~~'piaf~~awi~g'(S~e~t' 3,,0'f'3'r<:::': " ' " ,: <il1l'dproVidespac¢sforthe.n:cording'numbers thereat.: .. :,' . .. " '. .' ",:'::, ":::<,'-:>:.':::":,'-': -,:::;,,:_,/:,<.,,:', ,'1,'::,:"0:" ;,\,::~i,':;:.;:;:;;,' "~',." '",' "", .. ,,:, .' " .::,'., :::.. .12., Tl1e '''ROAI>DED~CATION~r oI9P1$:,.($h¢~J.")k::'C~C3): bnlY.;·pr9"i~es·,a refer~npe Jor Q$', DeedoL":" 1 .... "';' :" ',' -"j "., ,:"'-. I.. ",<, "{'C"".f.,., ... , ... ,I-,_, ~l~.:.,\.,.,);",~.;\ "(""':'" .:1, ·.li·."· "J,' ~,. -" ~~.' " . :'~i;" "-., .. " .,'" .:l?ed,ic'atlon clocuI11e~k T~oD¢ea;\9~I?e~iR~t,iq'l1',9,o.,~,~me~!$'ha~~:p~:~~ "sub.l11itted~foF,the. subj'e,ct'shOr,t;'/'·;,·' ' " '.,' .. , '." ' '" . plat subJnittat .... , A~sp;t~'e c<?n~~nJ-','~f;th,~: :te~~;' ()~s~id • "R9~~P:ijPICATION" ,-block is . not-state? ' ,- ,/clearly~-.·Revi~'Y.~:ari,q'revise·a~ ne~d~d.· ,-, . ':~'./ .... ,' .'. ,'. .' :-: '. .,,'..: •. -• '" ,: ' ~ -. • , .... ,,> ': ,;, '. • ," ',' • ,," • " , " , ' ' ¥ ~, .' " '.~ ••• 1, ",i,' . .. <' • •• .," I • • •• .. . ,13: Two,RE'ETA forms ar~ re,q\lired:toJ)e':submitt~d' fo! ,recoidirig\Yl~h',the deeds." P~~ase ,complete the " ,'. '" " """,,," ,;' attached forms \V~~re·reqtiire4'angrettim.to,me,atong,witptYH~·r~;v{sed; origin,al,'~igile4 an,d,not~rjzed'~--",~ ." ',,-' .~' ,::,,~,eed~Q~~~,¥~ts'.':;,,:; ;":';':\~'.;:;('~~\'>'~,"',:. .",:.-,,'.,~.~!:~.~:'," ,"',-::.:' :(,:,-,~i":":"::\: i . ' ... ' " ."'~.'" ~,,:,:':~' , .' .": ',: ':. :~~'---:; , , 14. The, ,"'DEGLARATION OF. CQVpNANT.';' 'bloqk'(right~hartdside'of Sheet l'of~) Js:rypeated ,under.'. , .. ' 'tQ¢'''DECLARA TiON" block (sa~~'-sheet)'-,The 'iatter block 'appe~rs to be altered and is ~ot, correCt , " " ~ , ,,"as si~b\Vh,: '-, >.-".:, ':,""":, '~'>\.;;:":I' """ '<~'~"',,:.:.:. ,:',\:~:;-:,',,':.::,,:,,', : .... , ":' ,:,' __ ::.-_.:, -'"" ':, ,', , .... ,:' ::" " '15. 'Norle:onh~ ,easem~nts cutr6ntly't?ot~d '()Q,the shoj;i;J-plat'cl~~~jng',(~h.¢~t 3,0r"3}in~-licat~ whether 'they " ' , . , '," 'ar~ private~or ptil?1ic. '. Indicate whicih e,a~ements are prt\i~te,and:thOs~,that ar'e public> '.,' '", .. '.- ... f ' ,'" • "" ..:' ,~: , ,_' " •• ' '.;.. • • • • .,' '. '. ~. • '.' ...... .' ,.' .) 6. None of the easements shOWn~re specjfic'all~'ide~tifieq as :cirajn~ie 'eas~ments. "HP~e~~r: Sheet '1 ~{ .. ' 3~ in6ludes"a::~PRIVAtE"DR:AINAGE,EAS'EMENT: 'block ,anci-a "',~DRA1NAGEEASEMENt', £" ' , '-'MstIiIcnONW'_bl()<ck'Are,sar~~hlociis·~ealiY.ri~~d¥~?:R,¥view,an,~F~~V1se'as'n~~d,~ti:,':." ,;' ,', -",:~,:':;.::':::' '. , :',:':'~" "'::.' "., "I,':':;':::, ,:,~.:c'.~'l<'::.":' ' .. '; .. , _t.~'.:,;!:\.~ "'. '~:'··«I::"'~::>':'~~"'>·'::.:." t • '.',~i.,.",.}."~:t •. ,,.; '~'I'" """':ti.'.,; .. >I.:." .. )' '~~""~;'"'''' '~' ,'" 17;' Th~" onlY'a'ccess~ase~erit. iioteq'on' this '-short :PJitt.js:, for' 'emeigency.access~ acr9s~)Lbt' 6.' -Is' sa.i~' . • "-,'-'easement:onlyfot,theuse'ofthe Stonendg'e I plat; to th~ north of the. 'si.lbjec(sho'rtpl~t? :Issaid· plat: . , '," ,'. _' (StoIleridge I) responsible; ,is ~ome way, fo~-the:maintenanc~' an4'reIated costs ,~fsaid maintenance?'- ,.>1' ..... .. . , '. Therefore, is the-"PruV ATE 'ACCESS AND UTILITIES, MAINTENANCE AGREEMENT" block· ',' .": :,:::~($h~~tl' '~h}~c6rre,qt~swr~itt¥~?Z)t'.¢1:nTe#tlY~t.at~'s:th'at alk~ig~t J'<?t~,in'th~ ~u.bjeCt ~~ort::p!~tl1ay'~'a'!1'~.,,':';,' ,", '" .' " ::" " ',:,;: equal, ~ndundivideQ' interest~ itt';the~Whership anqtesppnsjoilio/ forrr;aint~!ta.nce;:et9;'ofsaiq.;access: ';, :; .... ":easetnent. L, • .~_: :' • ".' .":~.'~" •• ' • , <" ' d' '-' ',.'. . " ':'.', '.:,' ,,"".'., ,.-; .' .' .: :';::".' .,' "', ':' \' .. ,~", " :-"'. '::, '. ".' ,,' '-.'. , , .. ,~8::It is'assti~ed that,the'15' water e~sem.enr(KingCo\,ln!y Rec~' No;, 8703311.602,and ,currently .noted·o!} . '; , ;l~f 2> on Sheet ,:3 'of 3), ha~ ,b~en rde~sed; ,a~q: therefore, :does ,not' no,w ~xist: 'R~I9-oye the daslW,d .-' " . ,,- ~::.' 1 .' .. '~ 1:-" >. ,: >:.'. ",'t.~J~: ,,:~,~' "~¥' ',. • . ') ~':' .. ;-_, '''''-'\ ,""i ;. ,.,. _,. ; •... !.,. ;:.'.~.,> ~::',: , .. ,' '1.,"'/ .. ~,: \ 'I .... , "~;~'''.~' .'~:.'~" ,h ,1", '~~: ~ -, .,~ ~,~ ~~ '<'\" " , . ~ -:. . .. ','.. . . /.' -,. ,: " ~ .. '" , • I ", " .. ,. • ~:. :.. , ' '. ~. • • .': i ( .' . '".-' . ,~ . .. " ", I, ,,' .' '. '1;.-::'\'- -~ ~ . ,,' , ...... '-. , ..... .. . " "',-' -. " . :e", " ", .,:.' . ~ , . .. :." , . . . ~ ,1-, .1 •. " , . " '~., . " " "", ,., " , ; .,.' . i,', . 'I , :', ! ", . ~r " " ; '. ~, ' . .' . : -(' ...... " .. , ~ " ~. . , ..! . ."', "Page3 . .' janu~iy.25, 2007· .' ' " ,~,' . ,. ,: ;'~>.!.; , ~ . , ... ~ " .,' , . ";. '. , , ',: .:' I : ~ .• r ',"' j , " . , . -' ~ 'I :. ,;' '. j .'" . ,,', , ~, ' ..... · ":" lihes,:on: Lot, i that ~e;~ :tis~d to'. iildicaie ;th~' e~se;rieht'IocatiOri and'~lso rem.ove: the rec'ordi~g, , '.' .. ,' :.' r~~ber:." ',",: ,~, '. ". ,', :"::,. .::, "i',:'·\.'. -' .. " ...•. <:; .. ", "::", . ":",:;:' ,:.: ... :,:' ''',':';'::: .::':"'. '.' • \,." ,. ,.'~." '~(". ,.' ':' .~.: ".:':" ~ .. , .. K,";' "':., ,.' ..... _' •. "~ "." I •••• ~l;" .. ~., , .. :'" ,'." . 19-:The subject submittalt:lotes'on Sheet 2.of J(under"DOCUM;ENTSOJ.=<~CORD'.')that'there' " .. :,' ." 'ls'an~agreement befureert the 'deveioper and·the· city to extinguish and termii1~te ,a:n.emergimcy . , '.' .~'" '. ,': :a9c~ss ~~~emen!; '~' 15'. ytilities:'~~s'~m.e·nt~nd a~ ~,6 'dta~~~g~'·e,~seme~t;~s. 'e~t,a~lish~qper~short' ,., · ". : ,\ plat rec,orded·;under'Rec. N?, 870303900l (sh~uld be' Snort 'Plat 1'fo~ 48~017,',not ,"SHORT, ',.. PLAT NUMBER'8703039001). The folIowil1{paragiapn regarding tbi's issue was.noted in our' . ' '. , :.:.-':: • :,' • "', 1,' .. '. ':-., re,?ew'r,riemo dateci,January7;2005; and still appli6s: .' :"..' .. . :, '; ".. . . H()~l~/ea~';'fu~i,t.;rigl~t~ 'h:~J d~by'·the':sUbj,~ct.~rop·e~ ;~~jh~,~aPte~:Jrig1it~blrot~ers }".': .' " " . . ; .maY, he: r~J1ilq~ishe(L .. 'Basements '<granteti jicrOss.: tlie . :~ubj ect "p~ope~iy . hi .fayorof· .:, others; for.~xarripleKiilg:·COti~,tyJ Wa,ter Dlstrict·'No·.: 90, '::l~ ·th~grantee, mm£ be .L •. ',releas,~d by the:·giant~e.·· Any 'eas.e~ents. Qetween. ·th~.:pa~cels ·,con~t'itUting:.the· . ., . ',.', .", ".pf:operty:,~~,:.i~su~ :~re ex:ttt:lgui~pe_d 1;l~·~~".9.qnsequ~nc~'~f a."Merger 0f,.est~~e·s~~., This t~ .:~ • .. may' app,ly t9 the 'acce's.~)~n~, ~.m~tg~nc;: ~ase~~Jlt. qreated on Kin'gC;~untY ShcirtJ?i~~ ...... . '; , . No. 486017, encuinbering Lots 2, and .. 3 ~reated, therein, and now held in, cotnm<;m ,"<':.:/ . , .' . owrtetshlp by 'KBSm,· LLC,.\a'ssuming that rot·1,. of said' short plat is::·not a ,,'. .' " "1. ' benefl9iary' and t1teref~re" h~s' no interest 'in the ~~sement. The title' co~panY'should" . '. .n~vie:W sucn eas~~ents.and;ifappropriate, remov~:tn~m fr~m the title report., NotE: ' .. '.. .' : "~ . :: 't~e"i?it:y.~lJ:~aiit"qoW~~'; <>'~~a~Y'r,~~.q~g~4~lt~lea~~·~o(~'~s~??~nt·do.cumen,ts. execHteci . ,: .. ' :., . . .. by therespe'ctive :graptees'\vhe~li'et\1h\;!y'.]Jtfprivat~ parti~s,!<ing 'Collnt)"Watei)?ist . ""':" NoAO, King COunty;or;'#hers';.: .' ", ,'. :.'." '., " . ~ . . . :' , v' '.~, ~ 1 :., "',' • ,. '. (2Q),'fh,e.'; city: ~f Re~torfc~ti .()nlY:'ie1ea~~ '#~rti~~3t;;;l1tilities:'~a~,e,inent~;': d,r~in~ge.ea~e~~#~~ "ll~~ ·ap~,ess:.,.'· . ·Y¢asemerits as the "GR:ANTEE?'.oi(KingiCounty: in'stt:\lm¢~ts,,(thos·e,:i1bte(rw.ith "King! CC)linti' as the;:.' . .' . .' ·~;GM.NTEE;') thcirwere'assumed by the citY thfough ai1nexEiti~ri Of lailds' that'were. formerly. inKing' . '." ;" ...., .' .. GOunty. ..•... : ..... , .... : < ':..... .. '; .. ~:'~:".,-.:', , .. ,.... :.,...... ,,' _."; · . '.as:: the'etri~r~~ncy" access':.: eas~~ent: ~iiil'r~~~ir~d;" ';'If:::sd;·;,.:hen·'.'we:need t6" se~. a" document. " ·.:\~~eaHiningSa.me,as i~iS·not:s~?~'aS8~~~,~,t,1~>~#~9~~t)J~i:,\.~':< .. '.' .. :' '.: '~'-Jh·:.:",::· " '.'., ...... , .... "':.' '.':" . i;' ,", ".:' ., 22. Enc1osed. IS 'ahar4 '~.opy' 0f the:Re!ease',of,~a~eJhentd6curf!ent l3ob'~Jac~O.nie triedtQ'. e~mai! .. , . yo, 'u" .' .... ' .,:' ,,'." ." '.' . ..... '.' .. ', .',". . . '.' '. . ': . .' ,.' >'. " ;.. .,'.' '. ,1,_, • ' .' .. ' : .. ', '. • ','0.' , ,~ ".; ,. .. ' : i3. '~e~~fer ~~~nihg;'Planner; h~~:toiUrrie~i;; i6~~~~~ revie~:. Plea~~ s~~,,~t~a~hed' memo: ' ." • • • '! " ", 1 .' ...... !. ; .'. ~ -. . " " .' ' -Should you peed todiscu~s~my portion Of thi·s.letler pl~a~e' contai:£me at:( 425) 43·O~ih5.·.: ·,:.Sincerel~I,' ,:<' :::: .: '" ',.,' , ',.>"" ." '.:.',,:'. '; ..... , ',' . ,..:,::....,; ',', .. ,.',. (!i;v~I4'(;C~ ,.; .. .'" • , . CarrieK: Olsoh', "-, ' . . '" . . ~ \', · .D~velopment.Services,,~i~n·Reyiew . "" ", .,. ,';' """ . " . .'.:" ' , ...•. , :' . "~::.:. " ..... , .• ' •• 'i. 'r\,'~.'., ':. _ ..... ".t···,.'.:·'.:'~·,",.J:.-,., ::".,'7~·, :",.~:.:.- ; . ',FAXEI? TO: .. Stephen V'f oods,. Center:PQijite SUrV~y:i~g, ,F AX#: 2~).-:661-~.7.19 • J. .-.; c. 01 , '. ::',' c. " :' " . :" , ~ ," , .' . ,~ ... : , ;.,-, . ,::, /.: : " ·r ~: I ~ '.,:: .. .. " . . . ' ' ..... . ...... ' ' ... ' . .' " . l' ... . .... :", . ;\:' , ,.,' ~ .> "j:.", )"", .. . . ~. " r "" " " ." " ;, .. :': ;, I" "" • ,: ", } ... ,; ...... .. ,': , " . ,.J,,,', . ,'. ~ ... ~. ;. , ',I.' . . .", .',1. . ~.' wtND.STONE DIV. lv it Land Use Action. No. LUA-'-XX...,.~XXXX . ~nd .~codiN~.'LNO-XX-,xXXx - A PORTION OF THE HE if4 OF 'tHE SE li4 OF SEcTlON 3. toWNSHiP ,23 N., GJTY OF RE:mo~; ·~G. COUN.TY. <il .~~' t';;) ~ q. ~ f~P. . .~;' .1 0\1 f; 10 A;1fJJ' ~.~ ~ . J 21' ,.+ ........ ------\-·"..I"·h,:! i l f i ! •. ; '------. . ' NE 16th j ; r i SCALE: 1" = 40' II~ .~ .R) :: .. ~ .1 i J 21';/ 2,' / .,..- /. TOTAL ACREAGE: ~ • 1'1890 SQ. "~/. t.155J-ACRES LEGEND; / ,,/ e • ~ fClUJO d NQ1'£O. YISlTED ~ 1. cOo.s. )( -SET or I-H 8RAU Ol$K 1M 4" X •• ~ AlST IN MONJMSft CASE. . • • SEt #<4 'AmJ;R IIUM Ya..Lmf ~s:r.tC CAP $T~ . ....ar.moo.. . ~L"_' f " :CBNr~NT E If""'r:iit1<S5 o.. •• l.;-.t C:t'~;!:"IOO .. '~~~$:t~. ~~.: 8;~ s~ , zmn ~-..1SOt,:iDfWl. NE-$E 03. 123N. R5E. wM I O),,,.da . 1-'" Hoods fl KING COUNTY, WASHINGToN, I U 1.11 ........ cs:23"2Ol)11 J:' .~! .. 12;. 21106, 0 .... 1459 . > . . SHEET 3 OF 3 .... "-. '.' .·1 -.0 ... SP' ~.n '-............. 1> I ~-I:: .... ~ I; ?~ L- Ul o ...... '8 ru ...... <' 0 • .....-t 1 ~ ......... o Z '" Land T"\. ____ ..1 .T _ T ... Tn "" 1.1"VVV A PORTION OF THE NE 1/4 OF' THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON -x--67.58' '10 60.00' -/ 20 V / ~tQ' 1" water easement TLJ.I/ /'T I1r-" . Ni:.:'·: -~ L-II.OS· I ~ Ree No. 20040831000578 I I In v I ,--·-~-c."·1·7T'-.,. fl-25'23'~' 3' barbed . / if Rec. No.20050607001536 (",,1\1\ I'=.-'::>Ir-f''=. --""-""",,,-",,,-1I '87'-' "'R,'25.00 " , '''t "~'" I. T! sa7,,,·ts'E 522.99' -' , v"~,,,U'''-. ""»~ 1.62.20 6771' " . -0""" I~ . io.85.50·I/ I 60.00' S.50 Sq.Ft. , A~ 'r(j ___ X-----x-----X 6" Wood fence 20' underground uUHties easement Ree. No. 2002080700027; o 00' ~ r' barbed 1 . r 6 ___ I wire fence , 60.00 1 10' Utilit~_ easement ..... 1 . ,,~, --7--1? --I / "15' r r-SQ Ft I / ' , 9'BOB "co' , , ;, ,J 0.2'~", • 4 .. ~ 3 ~ " ,J> i 21 ol~'fl ~I >-0>; all"""' : ~. I I 4 I I I .0 '" """"" ,J-" " "5 _ ~ __ 1 1 ~ e :: "6 "! = , B070 5, Cy'7h ~ .1. ,-, ;; 1 I ! . I I ~ w 070 Sq. Ft' O. 'B5 , , , _ J "'~ a.;, ' "Ft . B OS a" '''Ii'. ql(J 'l'l I ~ I I g~ I 11"1500 ~~res ~ 0.185 ACr:, t> tfj) ~ bd, . ..:~~~':l ~;; -. ','" I w 1 I 8 I I ~ 1 '0. 264 ~ g: .... ~ V ~Q 7f)J ~ ,/' >t '* " . _, 1 ----" , , • < , • . -~ iY 0 , .1, 0 ',= "c, ,." . "",,,,.___. "" , 0:,<-, • , " , ,)C" "if! -0' .. :'5BO 5q.F,'s' " ': S,B<)D z L'~..g.. ? :: .. ~"\ "',;,~~-;;;;_, _, __ " ____ " t",\~, '" / :~ "~ ;i L, " ,d. '97 AcC ". " o· "",.~, :J'J Lv"", ... " , 'OJ" 00' _ ~'., , "" .., '" , . "-,,, .. "",-"' ', ... '!". ~~) , U) -J 1 I 0 20 I ~""'i' •. ~,.. ".00 ,~ -\, , .. "z ._,___ " . , • . , .... ","" '.--. ----.~ ".00' . ~ If ei"'"' , ", ".~ • 00' • .'" s'. -";'. '.. 0 .-"' .... '7 .... -,'0,"" ,';{" ~'~'---'. , ..... • "",,.'sm '" ~ ~_ 2 k. 3'3 ·,:;;··'>,;'"'· ..... 0': ".n· '.; " .iNE l~~,!,,", < ,_ ~ S87"49'15"E 128.04 . 0 16230 Sq. Ft. . ~ .'. -0'\ w ~ I·Ft I ~ . cres " ~ ~! f@ ¥I~' g: '"4, Z -. .2 • • .... 7,· • " • S87"9·,S'E 'B7; • ,. ~"" """ .. TT""~ • :ii" 1 r)I" I c...U . --I If ,. '1\ I .. L." I . ", '"' 0 v", ~E H3th St'i\} XI; 't ~:;1;"':: ~1,,"" '" ~ '" SE quarte, 23 north. I -T wnshlP. M . -----., 3, ~ 5 east. W. . ..r-r-" o Rang r)1 ,,'" I c...U !i , 11\ I .. L " I . VI'll -... 40 80 ~; I """ " • • ------------- -.. ----_ ..... - DEVELOPMENT PLANNING CIlY OF RENTON FEB 0 1 2005 RECEIVED 5~ Il....W ~(5 ~~ -0 ~Z ....1-W;: a::: Il.... ? w ~ !< I 0 '" ~ "" Z Z 0 ~ Vi w GJ "" II:: ..... o ~ () ffi 0.. o ~ Z PRELIMINARY PLAT FOR WINDSTONE IV 1" -40' A PORTION OF THE S.E. 1/4 OF SECTION 3, TOWNSHIP 23 N" RANGE 5 E., W,M. o 20 4-0 80 ~ltmAA*rIWM!MMH:;\H+i.B*1 / ! \ \ \ \ r---~;kj""?:il~;; \ I -.-.. -'-"' \ \ --'1 11 1 ~! II; ! \ !, / f \ \ \ \ \ / EklfH~ ROCKERY I i I EXISTING EMERGENCY ACCESS ROAC TO BE RELOCATED I I I I i i r •••••• ~ .... .. Cedar ~. , ' , , Cedar 8/ ; {J 1 f;, : \ " . .. -~ '.~~--. 60' (' '-- i J f , \ EXiSTING .~u,c;''''r'' TO REMAIN , , , 2238 S. F. ----C,c--t-,--• : "-" -~--------~--- DEVELOPER TO OBTAIN RIW DEDICATION FROM ADJACENT PROPERTY OWNER LEGAL DESCRIPTION I I ........ ':-. .... ~ " . Fir )f--"""'-- LOT 2 AND THE EAST 164 FEET OF LOT 3, KING C()JNTY SHORT PLAT NO. 486017 AS RECORDED UNDER RECORDING NO. 8703039001 AND CORRECTED BY AFFlDAVIT RECORDED UNDER RECORDING NO. 8706260950. TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO. 86-2-22118-2 ENTERED ON MAIRCH 23, 1987: THE WEST 84-0.50 FEET OF THE SOUTH 330.00 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165.00 FEET THEREOF, AND; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION, AND; EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE NORTHERLY EXTENSION OF A LINE LYING 164.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF LOT 3 OF SAID KING COUNTY SHORT PLAT NO. 486017; AND EXCEPT THAT PORTION OF LOT 2, KING COUNTY SHORT PLAT NO. 486017 RECORDED UNDER RECORDING NO. 8703039001, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE SOUTH 87' 49' 15" EAST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 97.38 FEET TO THE TRUE POINT OF BEGINNING; \ , ' .. -.. -............ ~-... -.. .: \ \ THENCE SOUTH 02' 10' 45" WEST, A DISTANCE OF 158.13 FEET TO THE SOUTH LINE OF SAID LOT 2 AND A POINT ON A CURVIE CONCAVIE NORTHWESTERLY, THE RADIAL CENTER OF WHICH BEARS NORTH 19' 44' 42" WEST; THENCE NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 31' 38' 59", A DISTANCE OF 52.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVIE CONCAVE SOUTHEASTERLY, THE RAlDIAL CENTER OF WHICH BEARS SOUTH 51' 23' 41" EAST; THENCE CONTINUING NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RAlDIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 53' 34' 26", A DISTANCE OF 60.78 FEET; THENCE CONTINUING ALONG THE SOUTH LINE OF SAID LOT 2, SOUTH 87 49' 15" EAST, A DISTANCE OF 223.23 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 01' 24' 12" EAST ALONG THE EAST LINE OF SAID LOT 2, A DISTANCE OF 100.02 FEET TO THE NORTHEAST CORNER OF SAID LOT; THENCE NORTH 87' 49' 15" WEST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 315.14 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT COUNTY ROADS. , Fi r CITY OF RENTON, WASHINGTON t·~· ..., ,'~ ._.L. .,' .... ~. \ \ \ , ."-~ . ~ .. ,~ , i " -1.-.'"_ : ·i·····,,····. -',_ • i, .. " ...... . --"' "-" / i , , , ! , \ , \ , ! : \ \l • ! \ \ ! , , ~_ .. _._ .. -.. -t ; @(;STING RO~:~~6:'i--': ~."--~"~. \ '\ \. '. ' \ , '-- \ " (ALSO KNOWN AS LOT Z, KING COUNTY BOUNDARY LINE AlDJUSTMENT APPLICATION NO. LOOL0089, RECORDED UNDER RECORDING NO. 20020702900007.) TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITIES OVER THE SOUTHERLY PORTION OF LOT 1 AS DISCLOSED ON THE FACE OF THE SHORT PLAT. LOT AREA TABLE LOT # AREA (SF) LOT # AREA (S.F.) 1 8448 S 8280 2 7973 6 11,799 3 8218 7 9479 4 8280 8 8577 TOTAL LOT AREA 71,054 5.r. 1.63 N:., AVERAGE LOT AREA 8882 s,r. I : _I ± ~24TH 5T C(, 'ft bi <oj > <I: S£ 100TH I ST ... z S£ 102ND ST ~ ------"'>"" w " :;; ----': ~ ~ "' A £3 NE 10TH ~ ST ~ VICINITY MAP SITE DATA 1. TAX D: 03230S-9269 AND 032305-927D 2. SITE AREA: 1.98 AC 3. EXISTING USE: VACANT 4. PROPOSED USE: 8 LOT SINGLE FAMILY DETACHED SUBDIVISION 5. EXISTING ZONING: R-5 (RESIDENTIAL 5 DUlAC) 5, PROPOSED ZONING: R-S (RESIDENTIAL 5 DUlAC) w " MAY VALLEY COUNTY PARK SE J12TH ST S£ 116TH ST 7, EXISTING COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL (4-12 DUlAC) 8. PRO~OSED COMPREHENSIVE PLAN DESIGNATION: URBAN DENSITY RESIDENTIAL (4-12 DUlAC) 9. PROPOSED MIN. LOT WIDTH: 60' 10, REQUIRED MIN. LOT WIDTH: 60' 11. PROPOSED MIN. LOT AREA: 7973 S.F. 12. REQUIRED MIN, LOT AREA: 7200 S.F, 13. PROJECT DENSITY: 4.85 DUlAC. 14. REQUIRED MIN. SETBACKS: FRONT: 20' REAR: 25' INTERIOR SIDE: S' SIDE ALONG STREETS: 15' 15. MAX-BASE HEIGHT OF BUILDINGS: 35' 16. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD SURVEYED BY OWNER/DEVELOPER KBS DEV[LOPMENT CORPORATION 12320 N£. 8TH STREET, SUITE #100 BELLEVUE, WASHINGTON 9800S CONTACT: CURTIS SCHUSTER (206) 623-7000 CENTRE POINTE SURVEYORS ENGINEER/PLANNER/SURVEYOR BARGHAU$EN CONSULTING ENGINEERS, INC. 18215 nnd AVE. SOUTH KENT, WI>< 98032 (425) 25h -6222 FAX (42S~ 251-8782 CONTACT: WAYNE POTTER OR ALI SACR, P.E. LEGEND ~ II '* -EXISTING TREES TO REMAIN (2 TREES) ~ • ~ -EXISTING TREES TO BE REMOVED (27 TREES) DENSITY WORKSHEET 1. GROSS AREA PROPERTY: 86,249 S.F. 2. DENSITY CALCULATION EXCLUSIONS: 15,356 S.F. (PUBLIC ROAD, SENSITIVE AREA AND JOINT ACCESS EASEMENT*) 3. NET OENSITY AREA: 70,893 S.F. (GROSS AREA -EXCLUSIONS) 4. NET DENSITY IN ACRES: 1.63 AC. (DlVlbED BY 43,560 S.F.) 5. NET ~ENSITY: 4.91 D.U. PER ACRE (LOn; DIVIDED BY NET DENSITY AlREA) • -SEIjvING MORE THAN THREE LOTS z o ~ () o .-J a: o LL 1--------1 EXPIRES ~ a o z (D o -, w () (D ..., ) '+--1 , f I ! , 1 • (10 i ! iffi 1 1 fro, i I J ' ; ;'7\ : \. I L : IL __ .... ! J ! EXISTING 8' WAllER--t I ; i h -"1"9 I I ! <.. .~. --- 20' DRIVEWAY \~+t,~ \. ---.'''-...... ", SIDEWAlJ< -, 47 WATER\~CE -. k ',,- 54 IF 12' SO ----~" \ ~-D~V~~ER TO OBTAIN R/W DEOICATION FROM ADJACENT PROPERlY OWNER 21' 480 ................................................. ······················480 . . . . . . . . . . i . . . . . . . . . . . . . . . . . ; . . . . . . ! . . . . . . . . . ............. • • • . • • • • 1 • • . • • • • • • . , . -. . . . . . ..... . TO C.O.R. PRELIMINARY GRADING, STORM DRAINAGE AND UTILITY PLAN FOR WINDSTONE IV A PORTION OF TI-II= S.E. 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, WASHINGTON ," ... " ...... " .',.' .' . f1B. CREA TlONAL OPEN SPA C'I2" ~ ~ ,~ . ·.~1wlac .. 19.1488.[-'·-;r J J 1 / , ./~\) J / -" --. -----.-,,) / I I "'-., I I I ! \ I I 1 I \ PADELEV. 451,0 4 I \ \ . - \ I I I I I I I I I I EXISTING BUILDI~k • TOBE~D "C I \ fE] r· ;~·~L0.~~H' \ 9 PADELEv . .' "_'1 447.0 \ I : DRA.IN ,i·1ml~ i~6Tr~~ "\' TQBE , r' R~ L_, \ EXISTING \...RE~i?VE DITCH rl'.4~\d. t CO . .4' . \ 21' TO C.O.R. .11 ~t~/.:!:1 1 I i 1 ( ! 21' TO C.O.R. .... ::-ccf·':rr,· 1 I j I :8 1 : : 1 • S1 . 2" SD;O O.8"...r 15" Ctl)P CUL 442. BC\ IE ~ ~~ 21' \ \ \ \ \ \ TO C.O.R. ~-I 1-0+-EDGE OF TRAVELLEO WAY """"'-I 1-+-EDGE OF TRAVElL.ED WAY . . ~ 475~:~:~~~::··:·:475 o ........., .---. ..... .... ·'· .... 3·····;····:-..-··; .: . ~. 1 • • • • •• ; • • • i ......... . . . . . . . . . . . . . . . . . ...... . ; ......... ; . . . .. ; .. . H-++++--I 470 :, .....•................. '.. ............... .. :..........: 470 .. ; . , , .. , ' ........ , . . . . ; ......... ; , ; . . ........ , 4' THIC:K--J CONCRETE SIDEWALK '---4-COMPACTED DEPTH CLASS "B" ASPHAlT CONCRETE. '----6" COMPACTED DEPTH CRUSHED ROCK SURFACING • 4" TWIC/c--' CONCRETE SIDEWALK '---4-COMPACTED DEPTH CLASS 'B" ASPHAlT CONCRETE. '----6-COMPACTED DEPTH CRUSHED ROCK SURFACING. 1"-30' NOTE: All ROCKERIES AND RETAtlING WALlS OVER 48" (4.0') IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT • . . RIM~426.43 IE~419.43 ON) 1(;419.33 (OUT) LEGEND PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED SANrrARY SEWER EXISTING SANITARY SEWER PROPOSED WATER SYSTEM EXISTING WATER SYSTEM PROPOSED SPOT ElE.VATION EXISTING SPOT ELEVATION PROPOSED CONmOURS EXISTING CONmOURS WETlAND BOUNDARY WETlAND BU~ UNE EASEMENT UNE PROPOSEO ASPHAlT PAVEMENT PROPOSED CONCRETE • ------0------... ----;00--- ----------;xr-----.---- ------22 ------ --22-- -_._._.- I ' . , ...... '. ". . ..... "j -... ~',4 .~,,;._. ~',. '. ,., '. .." ... : .. 4'" .. . .. .. '" ' '. :. ~-: '. " REPLACE EXISTING SSCO WI SSMH ADJUST RIM TO SPECIAED ELEVATION ....-SISY'it4 AAC :.'.. . .. , .............. <'01. ~ : CO , IE-'4J6.7 . . . . .. . .. REMOVE AND . : • ~ EXISTING.. ; • .. <:> LT PVI STA = 10+78.82 PVI ElE.V = 442.31 A.D. = -2.44 K = 20.51 ;---50.0' VC -~ · ! ' • • . . • . • i . • • • ...... :. "N' o •••• i .. lID-· , ... , ..... : . ''''';' · i·, ... ;. ·0· ... : .. +. , . ! •• --. ... ~. : : ~ :: : . . . .. . . . . . i . PVI STA a 11+57.29 PVI ELEV -448.36 A.D. --5.90 ~ n ... n ... n"'f .. '-' ........ K -4.23 25.0' VC I '" ": 18 .J.l'455 . .... :: .. ~. : , .... ~ ... , . . .. .. .. . . . . , . , . . ! . . . . . . . I • . . • • • I •• 1:0. ell' 4 . .• ·:··:'445 E ~~~~~~~· : ~ ....................... ....-7 .. ++ .. 440 , . . . . ! . . • • • . . .• ......,. . . . . . . . . . . . . . . . . . . . ! . . . . . . . .. . . . ............................................. ....•.....•.....•.. : ..•..... 435 · . .. ...• I . . . , . . . . . · . .. . ............ . · . .. ..•. I . . . . . . . . , . . . . .. ......... . . . . ; . . . . . . . . . . . . . i . . . . . . . . . CONCRETE CURIB-.J ... GUTTER (TYP.) '-----12· COMPACTED DEPTH SUBGRADE (COMPACTED TO 99 MAX DENSITY) CONCRETE CURlS-oJ ... GUTTER '-----12" COMPACTED DEPTH SUBGRADE (COMPACTED TO 95" MAX DENSllY) · . . . . . . . . , . . . . . . . . . • • • • • . • • • 1 • • • • • • • • • · ................. . . . . . . . 465 t.. ..: .. : ......... , .. . ; · i • • . ·······:,465 .. , · ! ......... i . . . . . . . . , . .. I ......... ! -. . . . . . . . . . . . · ! . . ..... ; z o ........... . Vi 460' ~ "' ~ .... ~ .... "' .... .... -.... !;;: .... !;;: 0+00 N.E. 16th S I REET EXTENSION PROFILE "=30' HORIZONTAL -1"=5' VERTlCAL o z LYONS PLACE N.E. EXTENTION CROSS SECTION (TYP.) N.E. 16th STREET EXTENTION CROSS SECTION (TYP.) NOT TO SCALE MAX CUT OR SLOPE 20' NOT TO SCALE '---4" COMPACTED DEPTH CLASS 'B" ASPHAlT CONCRETE. '----6' COMPACTEO DEPTH CRUSHED ROCK SURFACING. '------12" COMPACTED DEPTH SUBGRADE (COMPACTED TO 95" MAX DENSITY) 20' EMERGENCY ACCESS CROSS SECTION (TYP.) NOT TO SCALE ........... -.. ----~ IE-4J1.2 425' N .~ ~ 10+00 · . . . . . . . . I . . . . . . . . . · ..... , , , ......... . . . . . . . . . . . . , . . ! . . . . . . . .. ..•..•... ............... · .... · ..... ·n ....... n·····.·n ....... · ...... n.n ....... 430 . • • • • 1 • • • • • • • •• ••••••••• . . . . . . . i . . . . . . · . . . . . . . . . . · . . . . . '.' . ; . . . . . . . . . '" ~ _ .... ~ ~ -. '" 0 OC) .... . OC) "' ~ ;J:~ .... s: '" .... .... .... · 11+00 LYONS PLACE N.E. EXTENSION PRORLE DEVELOPM~NTPLANNI " CITY OF RENl ON OCT 28 IOC'; RECENED 1'-30' HORIZOIITAL -1'-5' VERTICAL .. z o 5 g 0: o LL U1 .w <:>u Z5 -", Zw ~Vl n.-' ~ ClZ Zw .s:::; ,z '0 <:>", ~~ ~w z . -t'> t'>z i:5~ :i6< 2:::> UCf) EXPIRES 6/11/04 -N -i "' OC) .... - N ;>f '" .... - N .,; a. '" OC) .... --N o "' \I " " o '" g N " E ~ ,g w ~ z o iii ~ z 1" -100' o 50 100 200 er ,€t~ I CftAC '~MjMi#diiii. 8079re 0010 807901 807901 0720 0710 807901 0080 ---.' 807901-0020 803540 807901-0010 0300 523000-0230 -00002- 523000 523000 0070 6.10') )6.22") ;x)4 70 807904 0110 807902 0010 ·1· 807902 0190 807902 0210 I I f ! f f 007902 0220 f ~! <:f;! oj ~! sf ""i ~~-{~~-J f f I f I I I \ \ \ \ \ \ NE 18T1iP,-,-'"\ .-'-'-'-\ \ I I I 807004 \ 0570 \ \ I f \ \ \ \ I I , I I I , f 807004 0150 'u<.iIl..... " I . " ' " I ',\ ,I \ / V \ \ \ 032305 9065 ~;;~(:1032305/; (0.21 Ac.) 9288 9289 807902 0320 807902 0310 807902-0300 .. 807902- 0270 2 f 1 I / / I 032305 9291 (0,30 Ac,) ./ ./ ./ ./ / / ./ ./ 807904 0120 (0.15 Ac.) ~~~;;:----i r=03:2:30::5~"r-L __ ..... ,; 807904-0200 I I I I I , " " " I'. . , I " i '. i ", , " I " I , i I i I i i I I I -.--.-, i wi , en i I g:! i .. _--.1 «. 0 1 21 ('I, ::!:I I I 9160 032305 (0.19 Ac,) Q305 032305 9307 (0.19 Ac.) (q13 Ac,) .'0 Ir- 03230dil ;!~~ i I 807904 0210 807904·0230 807004 , 0240 I ,- I I I I I , I I \ l \ \ \. \ .:::=:=~ \ 807904·0320 '\ , " " " '- 032305 \/-----, 9021 032305 9238 (0,41 Ac,) 032305 9124 In !In Ad (3056 AC}) I I wi I f I I i (0.30 ....o:":\?305 9231 (0.30 Ac,) 032305-9159 (1.41 Ac.) I J I I 177640-0010 177640 0030 032305 9190 (0.24 Ac,) -00001- 032305 9045 (0.56 Ac.) / / ~,-/JU 25-9047 ,/ (~.87 Ac.) 032305 9210 032305 9173 032305 9208 (0.22 Ac.) ./ / /' ./ /' ./ /' ./ /' /' ./ ® (0.42 Ac.) (0.42 Ac.) 032305 9209 KING COUNTY (0,22 Ac,) CITY OF RENTON '_.-. 032305-9014 (6.12 Ac.) , I I , \ \ I I I \ O~f;. I ~\~O~ \ of \ -, I I?\J'- I Of<."\. I \ 032305 . GO S~ ~f;.~ >-.-" 9180 oO~)Y .-..S~O, I" (0.31 Ac.) ?~O\ ~\~'v I I ;/ "" "---,-' -..,._..,.. Q 32~05,..9035 -' / '\ ----:.-__ -, /) -' -----------. .~.JZ.Ac. // \ I 'V "/ \ I I '( \ I I \ \. I -------~ ~-------~--l I \ / , 1 ---./ I I I , 032305-9042 (O,13Ac.) CITY 'OF' RENTON I (0.85Ac.) KING COUNTY 032305-9277 032305 9276 (0.30 Ac.) 032305 9256 (0.30 Ac.) 032305 9280 (0.30 Ac.) (1.20 Ac.) ~i ....Ii a.. f-----~J:I 1-' 032305 LOI ~I' ~ 032305 9278 (1.11 Ac.) 032305 9017 (0.58 Ac.) 032305 9070 (2.47 Aco) 032305 9234 (0.30 Ac,) 032305 9120 -42- (2017 Aco) 522S9O 0037 .(lCOOA. 022305 9062 (0.39 Ac.) " 9061 (0.48 Ac.) ,/ ,/' r z o ~ o o ....J ~ LL -. '< ,; ,.t? <> .. >, " '. " " F .. ::.., c> c> .. " .. 0) "' c:i .. --'. c) " C) " o ~-----------;~ EXPIRES 6/11/06 ;: o Z III o "") ll! Q III 1 I I ._--- . In OJ o 500 1000 ~! _~~I--~! Boundary and Topographic Survey Windstone IV A portion of the NE 1/4 of the SE 1/4 of Section 03, Township 23 N" King County, \ \ \ \ \ \ \ \ '" \ \ " '\ \ \ \ \ \ "- ( - ) \ \ \ \ "-..Emergency vehi ~sement from sho" plat, 1,,-, Ill? , '11?c I I 'r--'I I 01 I <L I ~ I I l !-' ~North quarter corner Twp. 23N.. Rng. 5E .. Calculated from KIng breakdown. (\] I'- '" Sec. 3, W.M. Co. GPS East Quarter corner Sec. 3, Twp. 23N .. Rng. 5E .. W.M. F d "X" in 10" stone oun f 4" 4" monument 0.6' W 0 .x fence post @ top of dItch~ T ~22.81' ~ ... I I I~ I ; t---\\]1 I_-I S87"49'15"E 2645.07' I ~ L ~. 0 lD ~ ~ I; ,.. • I'- i I 1 1§ ... (\] .... U1 I .... South quarter corner I Sec. 3, Twp. 23N., I S 3 I Rng. 5E., W.M. Found southeast corner5Eec·W 'M 3" brass disc in Twp. 23N .. Rng. .. .. \ 15' later easem~ "-I Rec \0, 20040831000578 Fir Surveyor's Notes: "' I / / - 1) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 2) Utilities other than those shown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. 3) This survey represents physical improvement conditions as they existed October 22, 1998, the date of this field survey. 4) Full reliance for legal descriptions and recorded easements have been placed on the title report from Chicago Title Insurance Company Commitment order No. 484449, dated June 26, 1997. No additional research has been attempted. 5) Offset dimensions shown hereon are measured perpendicular to property lines. 6) It is not the intent of this survey to show easements or reservations which may effect this site. Basis of Bearing: Washington State Lambert Grid-North Zone as determined by GPS observation. Range 5 E. , W, M, Washington I I I / I I / I / J I / / / / o "I' "I' I I I I I I I I I I I I I I I I I I I \ 3' .... c: Benchmark: 0> c: .... -c ... .... ffi - Found monument incased at street intersection of 148th Avenue Southeast and Southeast 112th Street. King County Survey Control Ppoint No. 3725, Elevation: 467.77 feet. Vertical Datum: City of Renton. Legend: S = Monument found. Visited October 15, 1998 • = *4 Rebar with red plastiC cap stamped "LS 22338" to be set. • = Sanitary sewer manhole Q = Storm manhole ~ = Catch basin o = Sanitary sewer clean out ~ = Water meter H = Hydrant * = Telephone box o = Sign o 30 60 I I I Scale: 1" -30' Description: Parcel A:. I J(' Lot 2 aod the East 164 feet of Lot 3, King County Short Plat Number 486017, as recorded under Recording Number 8703039001, and corrected by Affidavit recorded under Recording Number 8706260950. TOGETHER WITH the following described property in accordance with decree quieting title in King County Superior Court Cause Number 86-2-22118-2 entered on March 23. 1987: The West 840.50 feet of the South 300 feet of the Northeast quarter of the Southeast quarter of Section 3, Townsl1ip 23 North, Range 5 East, Willamette Meridian, in King County, Washington; EXCEPT the North 165 feet thereof; AND EXCEPT that portion of lying within the South half of tile South half of said subdivision; AND EXCEPT that portion tl1ereof lying Westerly of the Northerly extension of a line lying 164 feet West of and parallel to the East of Lot 3 of said King County Short Plat Number 486017; AND EXCEPT that portion of Lot 2, King County Short Plat Number 486017, recorded under Recording Number 8703039001, described as follows: Commencing at the Northwest corner of said Lot 2; Thence South 87"49'15" East along the Nortl1 line of said Lot, a distance of 97.38 feet to the TRUE POINT of 8EGINNING; Thence South 02'10'45" West a distance of 158.13 feet to the South line of said Lot 2 and a point on a curve concave Nortl1-westerly, the radial center of which bears North 19 '44' 42" West; tl1ence Northeasterly along the South line of said Lot 2 and tne arc of said curve l1aving a radius of 95.00 feet, through a central angle of 31 "38'59", a distance of 52.48 feet to a point of reverse curvature of a curve concave Southeasterly, the radial center of which bears South 51"23'41" East; thence continuing Northeasterly along the South line of said Lot 2 and the arc of said curve having a radius of 65.00 feet, through a central angle of 53"34'26", a distance of 60.78 feet; tl1ence continuing along the Soutl1 line of said Lot 2, South 87'49'15" East a distance of 223.23 feet to the Southeast corner of said Lot; thence North 1'24'12" East along the East line of said Lot 2 a distance of 100.02 feet to the Northeast corner of said Lot; Thence North 87"49'15" West along the North line of said Lot a distance of 315.14 feet to the TRUE POINT of BEGINNING; EXCEPT county roads. (also known as Lot Z, King County Boundary Line Adjustment application Number LOOL0089, recorded under Recording Number 20020702900007.) TOGETHER WITH an easement for roao and utilities over the Southerly portion of Lot 1 as disclosed on the face of the Short Plat. Parcel B: Lot 3, King County Short Plat Number 4B6017, as recorded under Recording Number 8703039001. and corrected by Affidavit recorded under Recording Number B706260950. TOGETHER WITH the West 428.00 feet of the South 330 feet of the Northeast quarter of the Southeast Quarter of Section 3. Township 23 North, Range 5 East, Willamette Meridian, in King County, Washington; EXCEPT the North 165 feet thereof; EXCEPT that portion lying within the South half of the South half of the South half of said subdivision and except county roads; in accordance with decree quieting title in King County Superior Court Cause Number B6-2-2211B-2 entered on March 23, 19B7: EXCEPT the East 164 feet of said Lot 3; (being known as Lot 3 of King County Lot Line Adjustment Number S92L0103, recorded under Recording Number 9209101022, and other property) DEVELOPMENT PLANNING CITY OF RENTON OCT 2 8 20D~ RECEIVED ~ entre 33701 9th Avenue South INDEX DATk NE-SE 03, T23N., R5E., W.M. Scale: I I City of Renton Pt*IB4 /concrete. Found monument, inca4sed. ~-------~ = Power pole b" = Bollard . p. t (253) 661-1901 • Federal Way, WA 98003 ---orne SURVEY FOR KBS Development Corporation 12320 NE 8th St., Suite 100 Bellevue, WA 98005 SB8'12'29"E 2644.64' 1" -500' ~ = Light standard o = Title Report Item Number ll.I.rn EXPIRES 5-23-2005 SCAlE: '-------------------------------------------------------------------------------------------------------- t Surveying CHECKED BY: S Woods KING COUNTY, WASHINGTON LAYER US~ Oct. Jl9, 2004 SR4 SHEET 1 OF 1 JOB NO.: 1459 1" = 30' 6 z ro o ~ j~ o...w ~Z «~ Zen -0 ~Z ...J-~~ 0... z o iii (;j 0:: ci z PR~LlMINARY PLAT FOR WINDSTONE IV A PORTION OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N" RANGE 5 E., W.M. I ! \ /1,1 \ r---I \. -:T-;;;t:-f""..l..,T~';; \ -~ ._,.-,,\\ 1-----'ilil i . , ' ' ~I\II ./ \. \ +~tl~1 ROCKERY ~ , -~""''-n_ EXISTING EMERGENCY ACCESS ROAD TO BE RELOCATED \ I I I I '----------~ " Cedar ~ --... --~ .. ---~ EXISTING : BUILDING , TO BE ~ \ 20' REMOVED I I t-=-I'/-. $-"h=-wt~~;4JI~3~~cijs;t,;-T-i;i-~ .. Cedar " Cedar , \ i i I, ! f , Of ~OPOSED ROCKERY f I I I' , l I i I , ®/ \ E)(lSuNG DUILI ""IJI" TO ~t.WN 2238 5.F. --+-~ DEVELOPER TO OBTAIN R!W DEDICATION FROM ADJACENT PROPERTY OWNER LEGAL DESCRIPTION ". LOT 2 AND THE EAST 164 FEET OF LOT 3, KING COUNlY SHORT PLAT NO. 486017 AS RECORDED UNDER RECORDING NO. 8703039001 AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NO, 8706260950. TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO, 86-2-22118-2 ENTERED ON MARCH 23, 1987: THE WEST 840.50 FEET OF THE SOUTH 330.00 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WIUAMmE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165.00 FEET THEREOF, AND; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION, AND; EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE NORTHERLY EXTENSION OF A LINE LYING 164.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF LOT 3 OF SAID KING COUNTY SHORT PLAT NO. 486017; AND EXCEPT THAT PORTION OF LOT 2, KING COUNTY SHORT PLAT NO. 486017 RECORDED UNDER RECORDING NO. 8703039001, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE SOUTH 87 49' 15" EAST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 97.38 FEET TO THE TRUE POINT OF BEGINNING; \ \ \ \ o 0> THENCE SOUTH 02' 10' 45" WEST, A DISTANCE OF 158.13 FEET TO 5 THE SOUTH LINE OF SAID LOT 2 AND A POINT ON A CURVE CONCAVE NORTHWESTERLY, THE RADIAL CENTER OF WHICH BEARS NORTH 19' 44' 42" WEST; THENCE NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 31' 38' 59", A DISTANCE OF 52.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, THE RADIAL CENTER OF WHICH BEARS SOUTH 51' 23' 41" EAST; THENCE CONTINUING NORTHEASTERLY ALONG THE SOUTH UNE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF' 53' 34' 26", A DISTANCE OF 60.78 FEET; THENCE CONTINUING ALONG THE SOUTH UNE OF SAID LOT 2, SOUTH 87 49' 15" EAST, A DISTANCE OF 223.23 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 01' 24' 12" EAST ALONG THE EAST LINE OF SAID LOT 2, A DISTANCE OF 100.02 FEET TO THE NORTHEAST CORNER OF SAID LOT; THENCE NORTH 87 49' 15" WEST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 315.14 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT COUNlY ROADS. \ 4 CITY OF RENTON, WASHINGTON \ \ " \~ \ \ , \ \ \ . I I, \ \ ' , --...,.,-~ .............. , ........ ~--- f---·-··' --- 1 EXISTING: o~C"'1'~" ' : BUILDING' " TO BE : REM'WEe : l REMOVED ~_. o 1 0 ,i l' 1 , • 1 r ! ! o 0 1 : I _! (ALSO KNOWN AS LOT Z, KING COUNlY BOUNDARY LINE ADJUSTMENT APPLICATION NO. LOOL0089, RECORDED UNDER RECORDING NO. 20020702900007.) TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITIES OVER THE SOUTHERLY PORTION OF LOT 1 AS DISCLOSED ON THE FACE OF THE SHORT PLAT. LOT AREA TABLE LOT # AREA (S.F.) LOT # AREA (S.F.) 1 8417 6 8663 2 7380 7 9045 3 9150 8 10,871 4 7500 9 8805 5 9450 TOTAl LOT AREA 79,281 5.F. 1.82 ~. AVERAGE LOT AREA 8809 5.F. _I -2. ;r-24TH S1 CD Sf M Ay VALLEeY RD. w " ~ ... SE 100TH ::r ST .... z SE 102ND ST ! > ~_!?l:..... 9 w " >----1~ ... w :I: > .... ... OJ) '" !3 NE 10TH ~ ST ~ VICINITY MAP SITE DATA 1. TAX #: 032305-9269 AND 032305-9270 2. SITE AREA: 1.98 AC 3. EXISTING USE: VACANT 4. PROPOSED USE: 9 LOT SINGLE FAMILY DETACHED SUBDIVISION 5. EXISTING ZONING: R-5 (RESIDENTIAL 5 DU!AC) 6. PROPOSED ZONING: R-5 (RESIDENTIAL 5 DU!AC) MAY VALLEY COUNTY PARK L..J SE 112TH ST "" :J: .... <Xl ;!; SE 116TH ST ~ ,"=2000' 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTiAl (4-12 DU!AC) 8. PROPOSED COMPREHENSIVE PLAN DESIGNATION: URBAN DENSITY RESIDENTIAL (4-12 DU!AC) 9. PROPOSED MIN. LOT WIDTH: 60' 10. REQUIRED MIN. LOT WIDTH: 60' 11. PROPOSED MIN. LOT AREA: 7380 S.F. 12. REQUIRED MIN. LOT AREA: 7200 S.F. 13. PROJECT DENSITY: 4.95 DU!AC. 14. REQUIRED MIN. SETBACKS: STREET: 10' GARAGE STREET SETBACK: 20' INTERIOR: 5' BACK: 5' 15. MAX BASE HEIGHT OF BUILDINGS: 35' 16. SOWRCE OF BOUNDARY AND TOPOGRAPHY: FIELD SURVEYED BY OWNER/DEVELOPER KBS DEVELOPMENT CORPORATION 12320 N.E. 8TH STREET, SUITE #100 BELLEVUE, WASHINGTON 98005 CONTACT: CURTIS SCHUSTER (206) 623-7000 CENTRE POINTE SURVEYORS ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72nd AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: WAYNE POTTER OR ALI SADR, P.E. ~ .;);--EXISTING TREES TO REMAIN (2 TREES) ~ Ii ~ -EXISTING TREES TO BE REMOVED (27 TREES) DENSITY WORKSHEET 1. GROSS AREA PROPERTY: 86,431 S.F. 2, DENSITY CAlCULATION EXCLUSIONS: 7159 S.F. (PUBLIC ROAD, SENSITIVE AREA AND JOINT ACCESS EASEMENT*) 3. NET DENSITY AREA: 79,272 S.F. (GROSS AREA -EXCLUSIONS) 4. NET OENSITY IN ACRES: 1.82 AC. (DIVIDED BY 43,560 S.F.) 5. NET DENSITY: 4.95 D.U. PER ACRE (LOTS DIVIDED BY NET DENSITY AREA) • -SERVING MORE THAN THREE LOTS z o !;;( o g a: o .. u. 0 ~--------------~ ~ EXPIRES 6/11/04 ::, ~ ~ .,... .,... o z (l) o J L.l..! Q (l) D U ..... .... 0 a. .... "2 0 .... OJ Q)'C -" .-.... E ~~ u • :=LJ .0. "a. a. '-c "'0 ,gE i=Q) "E ~E ~ .!: c", c'" 0" 0.(; w !< o z a Vi (;j a:: z 807m, 0010 807001 807001 0720 0710 "'-"'(63;-;::.50:;;"·)-r--;;(8",6.2",,6,):--r---rr.6IJ;"" , : 807llO2 0010 ·1· ",' " 807001 0590 (76.07') 8079Jl 0080 6:\0' 16.22') ! I I I ! ! (82. t9') (75.28') (75.58') (11B.83') (114.23') "- 0079J4 0000 '-. .. --'Y...I2!.!~H ~~ 807llO2 0180 lJ<<1,..... (11 .261 {?' 807902·0170 111.48') (11'.4S') 007r04 0490 807llO2 0220 007004 0570 007r04 0590 '-r-__ '7-'-'-'--'<",,#" 807004 0080 0079J4 0090 '-·_.1 I I I 807004 0150 '" / " / " / \ / \/ \ 032305 \ 9065 1~~:!~10:3230~)1r \ (0.21 Ac.) ~~88 9289 807904·0190' \ (0.15AC')H--~~;t-----i I p,~""="",,"", ~0;32~3~0;5-r-l_J~. 807904·0200 II I I I I I ! I 807904 0360 807901·0020 807901·0010 807902 0320 807llO2 0310 807902·0300 807904·0430 B07904 0380 9160 Oi2305 (0.19Ac.) Q305 1 __ . __ " '" ---.-- '" i" . . " I , . '" I " '" ·1001· . 032305 9307 (0.19 Ac.) (0,13 Ac.) I""(J jr .(j) 03230(jn ;!~~ I 807904 0210 I I I I I I I I \ I \ \ \ \ 607904 0330 607004 0340 807904·0320 0300 (0.B4 Ac.) 032305 9291 032305 9238 (0.41 Ac.) 032305 9124 rn ~n Ar.) (0.30 Ac.) ---...... / , f \ I J \ I 032305 9021 J (3.56 ACi) I I I I ! I J . IJ.J! (0.30 -15322105 9231 (0.30 Ac.) 803540 0380 803540-0370 032305-9159 (1.41 Ac.) 032305-9047 (3.87 Ac.) KING COUNTY CITY OF RENTON 032305-9014 (6.12 Ac.) I I I I \ \ I I I I \ I \ /----I--~, I I 1 I I -----j----J i I I I / I I I r- I I I 523000-0230 -00002- 032305-9192 (O.10k.) 177640-0010 032305 9210 (0.42 Ac.) --- 523000 00 177640 0030 032305 9190 (0.24 Ac.) 032305 9173 (0.42 Ac.) L I -----.( ~ -{}-32j05~903$ I (b.B9 Ac.) I 523000 0070 -00001- 032305 9045 (0.56 Ac.) 032305 9208 (0.22 Ac.) 032305 9209 (0.22 Ac.) 032305 9180 I I I (0.31 Ac.) I I I L __ ..l _ _ I ___ .J (0.13 Ac.) 032305-9277 032305 9276 (0.30 Ac.) 032305 9256 (0.30 Ac.) 032305 9280 (0.30 Ac.) (1.20 Ac,) ....Ii a.. 1-------1 J: I f-' 032305 ",I '<to ~I 032305 9278 (1.11 Ac.) I I I 032305-9042 CITY II,. '~'RENTON \ (0.85Ac.) KING COUNTY 032305 9017 (0.58 Ac.) 032305 9070 (2.47 Ac.) 032305 9234 (0.30 Ac.) ./ /' 032305 9120 -42- (2.17 Ac.) 522990 0037 <:JXYJA. 022305 9062 (0.39 Ac.) (0.48 Ac.) z o ~ o o -.J z o ~ a:: o () !z w ~ 9 ~ w o .M ~ l' o o .§, 8 -" - "" 8 ~ U) ~---------------1~ C> - EXPIRES o z m o ...., w o IIi r WINDSTONE DIV. IV SHORT PLAT Land Use Action No. LUA-04-135-SHPL Land Record No. LND-20-0400 [~ __ moc __ o~ __ m_G_~_. __ ~](~ __ w __ una __ /_~_G_E_~ __ ~ LUA-04-135-SHPL LND-20-0400 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SHORT 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. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. by: Kolin B. Taylor President-KBS Development Corp. a Washington Corporation Solomon V. Avzaradel treasurer-KBS Development Corp. a waShington Corporation APPROVALS: Robert W. Ruddell Secretary-KBS Development Corp. a Washington Corporation Washington Federal Savings. a United States Corporation by: its: EXAMINED AND APPROVED THIS ___ DAY OF _______ 2007. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WOAKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF _______ 2007. KING COUNTY ASSESSOR DEPUTY ASSESSOR ROAD DEDICATION: THE DEDICATION FOR THE RIGHT-OF-WAY OF NORTHEAST 16TH STREET WAS DEEDED TO THE CITY OF RENTON AND IS FILED UNDER RECORDING ND. _______ _ THE DEDICATION FOR THE RIGHT-OF-WAY OF NORTHEAST LYONS PLACE NE WAS DEEDED TO THE CITY OF RENTON AND IS FILED UNDER RECORDING NO. _______ _ THE OWNER/DEVELOPER. SHALL DEFEND. INDEMNIFY AND HOLD THE CITY OF RENTON. ITS OFFICERS, OFFICIALS. EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM. INJURIE~ DAMAGES. LOSSES OR SUITS INCLUDING ATTORNEY FEES. ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS. WATER UTILITY. SANITARY SEWER UTILITY. OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS. AND/OR ASSIGNS OF THE OWNER/DEVELOPER. SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ACKNOWLEDGMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF . 2007. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED KOLIN B. TAYLOR. ROBERT W. RUDDELL. AND SOLOMON V. AVZARADEL PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT. THE SECRETARY AND THE TREASURER. OF KBS DEVELOPMENT CORPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN ____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNOWLEDG MENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF 2007. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED _ ......... ~ ___ ~ ____ ~~~ TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF WASHINGTON FEDERAL SAVING~ THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN ____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME WASHINGTON PLAT NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC (GEODlMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1148732. DATED SEPT. 26. 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 22. 1998. THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) THE ARTICLES OF INCORPORATION FOR WINDSTONE HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. WASHINGTON. THE WINDSTONE HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOR MAINTENANCE. AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. THE WINDSTONE DIV. IV PROPERTY IS SUBJECT TO/SHALL BE SUBJECTED TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONERIDGE (A.K.A WINDSTONE). KING COUNTY RECORDING NO. 20051020000338. AS AMENDED (THE CCGRS) BY AMENDMENT TO THE CCGRS. IF THE HOA IS DISSOLVED OR FAILS TO PAY PROPERTY TAXES FOR A PERIOD OF 18 MONTHS. THE OWNER OF EACH LOT WITHIN DIV. IV AND ANY PREVIOUS OR SUBSEQUENT DIVISIONS SUBJECTED TO THE CC&RS SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN ANY AND ALL COMMON AREAS AND SHALL SHARE EQUALLY IN ALL ATTENDANT FINANCIAL AND MAINTENANCE OBLIGATIONS. 6) THE APPLICANT SHALL BE REQUIRED TO PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FRONT YARD SETBACK AREA OF ALL LOTS WITHIN THE SHORT PLAT. THE APPLICANT SHALL BE REQUIRED TO RECORD A RESTRICTIVE COVENANT AGAINST THE PROPERTY PRIOR TO FINAL SHORT PLAT RECORDING. WHICH INDICATES THAT TWO TREES ARC REQUIRED TO BE PLANNED W~IN THE FRON~ YARD SETBACK AREA OF EACH NEW LOT. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES ICES DIVISION AND THE TREES SHALL BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. BASIS OF BEARING: WASHINGTON STATE LAMBERT GRID-NORTH ZONE AS DETERMINED BY GPS OBSERVATION. RENTON CONTROL MONUMENTS CITY OF RENTON CONTROL POINT 2097. CONTROL POINT 2097 WAS FOUND TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 191108.643 FT./ 1316760.378 FT. CITY OF RENTON CONTROL POINT 1845. CONTROL POINT 1845 WAS FOUND TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 186170.657 FT./ 1316637.843 FT. DECLARATION OF PROTECTIVE COVENANTS: ALL OF THE PROPERTY LOCATED WITHIN THIS SHORT PLAT SHALL BE HELD. SOLD. AND CONVEYED SUBJECT TO THE FOURTH AMENDMENT TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONE RIDGE (A.K.A. WINDSTONE) FILED UNDER RECORDING NUMBER _______ _ PLAN REVIEW CllY OF RENTON MA.Y 0 2 2007 RECEIVED nmu DATA: CBNT¥~ PAI!£'f..:O LAND SURVEYOR'S CERTIFICATE: RECORDING CERTIFICATE: NE-SE 03, T23N. R5E WM Recording No. _______________ _ Filed for record this __ day of ______ • 2006 at _:_ _.M. in book __ of at page __ at the request of Stephen H. Woods. Manager SUperintendent of ReCords 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 August. 2006. stePtj;h H. MoodS Certificate No. 3B965 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAIN BY: D Woods CHD:DD BY: S Woods DATE: May 1. 2007 JOB NO.: 1459 N/A DRAIING !WI!: SP4 sumY FOR: KBS Development Corporation 12320 NE 8th Street. Suite 100 Bellevue, WA 98005 KING COUNTY, WASHINGTON SHEET 1 OF 3 -----.. -.--------------------------------------- WINDSTONE DIV. IV SHORT PLAT Land Use Action No. LUA-04-135-SHPL land Record No. LND-20-0400 [,-_.REC_ORD_ING_N.O'_,."J ['-_._VOLUME_I.PAG_E _)--:. LUA-04-135-SHPL LND-20-0400 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, LEGAL DESCRIPTIONS: PARCEL k. LOT Z. KING COUNTY BOUNDARY LINE ADJUSTMENT APPLICATION NUMBER LOOL0089. RECORDED UNDER RECORDING NUMBER 20020702900007, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: LOT 3. KING COUNTY SHORT PLAT NUMBER 4B6017. AS RECORDED UNDER RECORDING NUMBER 8703039001. AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NUMBER 8706260950. TOGETHER WITH THE WEST 42B.00 FEET OF THE SOUTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3. TOWNSHIP 23 NORTH. RANGE 5 EAST. WILLAMETTE MERIDIAN. IN KING COUNTY. WASHINGTON; EXCEPT THE NORTH 165 FEET THEREOF; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION AND EXCEPT COUNTY ROADS; IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 86-2-22118-2 ENTERED ON MARCH 12. 1987: EXCEPT THE EAST 164 FEET THEREOF; (BEING KNOWN AS LOT 3 OF KING COUNTY LOT LINE ADJUSTMENT NUMBER S92L0103, RECORDED UNDER RECORDING NUMBER 9209101022. AND OTHER PROPERTY) DOCUMENTS OF RECORD: THE FOLLOWING RECORDED DOCUMENTS EFFECT THE-PROPERTY: 8703311602. 20040831000578. 20040831000578. 8703039001. 411867. 486017. 20020702900007. 20050318000897. 20050607001536. 20050621002061. AND 20060808001642. AN EASEMENT EXIST UNDER REC. NO. 8608151325. FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM. EASEMENT DOES NOT CONTAIN ENOUGH INFORMATION TO SHOW AN EXACT LOCATION. UTILITY EASEMENT NOTE: A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON. KING COUNTY WATER DISTRICT '90. PUGET SOUND ENERGY COMPANY. QWEST. COMCAST. (OTHER PRIVATE uTILITIES). AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS. ALLEYWAYS AND PRIVATE DRIVES. THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS AND 5.00 FEET PARALLEL WITH AND ADJOINING ALLEYWAYS AND PRIVATE DRIVES .FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS. PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS·) ADJACENT TO THE 5-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUpy UP TO AN ADDITIONAL 5-FEET IN WIDTH (FOR A TOTAL WIDTH OF 10 FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF THE AS-BUILT VAULT(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLATION OF FACILITIES. THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL. LAY. CONSTRUCT. RENEW. OPERATE AND MAINTAIN UNDERGROUND PIPE. CONDUIT. CABLES. WIRES. VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC. TELEPHONE. GAS. TELECOMMUNICATION~ DATA TRANSMISSION. STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT. OR FOR TELEPHONE, CABLE TELEVISION. TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENT WITHOUT PERMISSION FROM EASEMENT OWNERS. NEW PRIVATE EASEMENT FOR INGRESS, EGRESS AND UTILITIES MAINTENANCE AGREEMENT: NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS. EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS PLAT. THE OWNERS OF LOTS 1 THROUGH 8 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD. DRAINAGE PIPES. AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT. PRIVATE SIGNAGE. AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED . UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. VICINITY MAP -IIJ en SE 100TH ST ~ oC ::t: SE 102TH ST:O ..,. - SEl THPL ~ IIJ > oC o 2640 1 1 EXPIRES 5" / ~y, / Ut7 WASHINGTON 34 North quarter corner Sec. 3.~ -I\..r--S88 "37 ' 10 u E 2645. 46 ' 34 35 --- - --)T~ Twp. 23N .. Rng. 5E., W.M. Calculated from King Co, GPS breakdown. Northeast section corner Sec. 3 m Twp. 23N., Rng. 5E .. W.M. . fLU~~ Calculated from City of Renton ~ C\J III OJ ,.... Survey Control Network. City of Renton No. 2097. East quarter corner Sec. 3. ~ Found ·X· in 10· stone ~ o OJ Ol S87"26'02"E "l" 4~ __ 5302.87' Twp. 23N., Rng. 5E .. W.M. I ~ monument 0.6' W of 4" X 4" OJ _____ fence post @ top of ditCh?J ~ , 3 2657.25' West Quarter corner Sec. 3. Twp. 23N .. Rng. 5E .. W.M. Found brass disc in concrete stamped 4/3. incased. o 1000 -I -•• ----1 -- LU : ~ "l" "l" C\J . ..-t 0 z I~ . I~ I I - 1322.81' T ------ -3 2 1322.81 ' ~ I I; I~ ci I I!) --~ ,,.-----1322. 54 ' .~f-. _sn'B __ -.J/1322. 54 ' S87"49'15"E 2645.07' - - : I o I~ "l" ~ 1~ I ~ ~ ~ (I) lru:e' South Quarter corner ~ I Sec. 3, Twp. 23N.. I Rng. 5E .. W.M. Found Southeast corner Sec. 3. 3" brass disc in Twp. 23N., Rng. 5E .• W.M. ~concrete. Found monument. incased. ~ _ 1~32~ 1322.32' 3 2 I I City of Renton No. 1845.~ 10 SSS612'29"E 2644.64'--10 11 Legend: o = Monument found as noted. Visited April 01. 2005. INDEX 1c CBNT¥~ PMI!L'f.!1 SIIRVEY PDR NE-SE 03 T23N R5E~_ WM KBS Development Corporation 12320 NE 8th Street, Suite 100 Bellevue. WA 98005 33701 9th Avenue South -Federal Way, 'fA 98003 253-661-1901 main 253-661-7719 fax DRAIN BY: D Woods CHD:KED BY: S Woods KING COUNTY, WASHINGTON SHEET 2 OF 3 DATE: May 1, 2007 JOB KO.: 1459 NA DRA1IlIG NAME: SP4 WINDSTONE DIV. SHORT PLAT IV [1IIiIII_.RICO_RD.ING_NO.'_...,] [~_.VO.ImIE __ /P_NJ_E_'l~ Land Use Action No. LUA-04-135-SHPL Land Record No. LND-20-0400 LUA-04-135-SHPL LND-20-0400 A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 KING COUNTY, N., RANGE 5 E., W.M. WASHINGTON -x x---6" Wood fence UJ ,--, I I I l? I I ~ I '_.J, 15' Private water easement Rec. No. 20040831000578 I L ~I ~, ~I cEo ,,1"'-' i I ... t)( \.-' I / / / 15' Private water easement Rec No. 20040831000578 • (0 / / Rec. No.20050S07001536 -63.00' to I 1~r-------.., ~ /~20'·· 1/56.20,3 I ------------:~~. --t-/~ 96. 21' in > ~ 'I', I.,. .., I ~~~., I 9870 Sq. Ft ~ '/ )/ I 0.227 Acres ~ / I.., I c:;1 .., 0 ...-.,--r-.---.-lL.U:.I I I ~ I· I I o I 0 1 'O:f ! -1 -I ~ I I ~ I 8 ul I I .., I (1), I o 1 152141 ~ 1 1 10860 Sq. Ft ~ I ~u 8820 Sq. Ft .... ~ I I 0.249 Acres .... , 0.202 Acres ? r... 1 ~ I to IT) lit) ru l !'J :"...J ...JI I.., 0 I I o Z 20' Emergency UJ 6 153501 S87°49'15"E 525.41' 60.00' 0 to . <;f 5 (T) ~ 153561 UJ : to 8070 Sq.Ft 'O:f 0.185 Acres 0 .., ° OJ 0 z 60.00' 0 LO <;f (T) 4 .., 3: 153621 : If) <;f 8070 SQ.Ft . 0.185 Acres 0 ..-i ° C\I 0 CJ) I 10' Pr i vate Z 1 I access easement I utility 18.S' I Rec. No. 10' Private 15' easement 20' -utility 60.00' 0 0 to LO <;f . ('I') 3 <;f .., ('I') .., 153681 UJ 3: : 10 : If) <;f 8070 Sq.Ft <;f -0 0.185 Acres 0 .., ..-i ° C\I (\J 0 z 0 (J) 60.00' -0 10 2 <;f 1537~ 1 ('I') .., UJ : 8070 SQ.Ft If) 0.185 Acres <;f -0 .., ° (\J 0 z To 8e Oed icated. See Road Dedication Note on Sheet 1 of 3 8.50 Sq.Ft. '\ 67.58' L-11. 08' A-25°23'3 .. R=25.00' 1 153801 8350 SQ.Ft 0.192 Acres ~.~ _1_ _ _ _ _ ___ -'---'-..... ...:II~.,I : ...... 0-_~_~_~ __ ~~ ___ -_.=-~ _ _ _ __ easeme1 _._ -. . -----------~;~:__I -4r-:::;7::-:-:'~~-~~i:..~~~;...Jlf~~ ...... --~8::.4o!. 2"'9~' ___ +--..!:6illO:... 0!l!Ot'~ __ ~-_..!:6ill0:... !l!OO:1..'~r...JL--~~~~~t~=-:~~~=-:-~-j~~~ g S87°49'15"E 128.04' 1.79_'_':::'.-. _ 60.00' 60.00' ~ to lO • LO~ OJ OJ to 0 NE 16th St_ Kl ru (T) 6(.L./~t...L...~....L -----NE quarter of the Private access SE Quarter of Section easement Rec. Q) .______ u ---___ c: CD ... "0 o o :s TOTAL ACREAGE: 3. Township 23 north, No. 20060914001333 Range 5 east, W.M. OVERALL -86430 SQ. FT.I 1.984 ACRES LEGEND: ~ .. MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. )( .. SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • -SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". 199991-Lot address. 16230 SQ.Ft. S87°49'15"E 487.74' I I' To 8e Dedicated. NE 16TH ST See Road Dedication Note on Sheet 1 of 3 o 30 60 -1·--1---1 SCALE: 30' 1 " -- CBNT~ PI!!.,!! 33701 9th Avenue South -Federal Way. WA 98003 253-661-1901 main 253-661-7719 fax DRAIN BY: o Woods CHiCDD BY: S Woods DATE: May 1, 2007 ~B MO.: 1459 SCAlE: 1" = 30' DRAJDrG NAME: SP 4 DIDII DATA: -10 . o LINE Lt L2 L3 L. L5 LINE Cl C2 C3 C. R-95.00' A= 21 °55' 27" L-36.35· CD L .... :s x ~I to III BEARING DISTANCE 587°49'15"E 20.00' S02'10'.5"" 76.22' 521'13'20"" 3.01' 528'.6'34"" 1.03' N02'10·.5"E 76.22' ARC DELTA 3 •. 69' •• ·10'02' 28.50' 25·07'27' 14.29' 18 '11'49" 50.82' •• '47'45' NE-SE 03 T23N RADIUS .5.00' 65.00' 4S.00' 65.00' SURVEY FOR: KBS Development Corporation 12320 NE 8th Street, Suite 100 Bellevue, WA 98005 WM KING COUNTY, WASHINGTON SHEET 3 OF 3 21 ' ------_._--_._._._ .. -- o U I j~ o..w ~z <0 zt; -0 ~z ...J-~3: 0.. PRELIMINARY PLAT FOR WINDSTONE IV 1" '" 40' o 20 40 A PORTION OF THE S.E. 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. 80 M.·wm, lbM I I I I l I I / , i I \ \ \ ! \ \ .' Cedar 8 ~\ / } \ j I , ! / \ i! ROCKERY l. .. -~-~ EXISTING : , .. 7 ~ ................ .. ~X,lSrlNG "U\LIIUJlU; TO REMAIN S.F. -----:-+--- ----------------------------- _N.E. 16TH STREET LEGAL DESCRIPTION LOT 2 AND THE EAST 164 FEET OF LOT 3, KING COUNlY SHORT PLAT NO. 486017 NS RECORDED UNDER RECORDING NO. 8703039001 AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NO. 8706260950. TOGETHER WITH THE FOLLOWING DESCRIBED PROPERlY IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNlY SUPERIOR COURT CAUSE NO. 86-2-22118-2 ENTERED ON MARCH 23, 1987: THE WEST 840.50 FEET OF THE SOUTH 330.00 FEET OF THE NORTHEAST QUARTER OF THE SOUTHENST QUARTIER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNlY, WASHINGTON; EXCEPT THE NORTH 165.00 FEET THEREOF, AND; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION, AND; EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE NORTHERLY EXTENSION OF A LINE LYING 164.00 FEET WEST OF AND PARALLEL TO THE ENST LINE OF LOT 3 OF SAID KING COUNlY SHORT PLAT NO. 486017; AND EXCEPT THAT PORTION OF LOT 2, KING COUNlY SHORT PLAT NO. 486017 RECORDED UNDER RECORDING NO. 8703039001, DESCRIBED NS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE SOUTH 8, 49' IS" ENST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 97.38 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 02' 10' 45" WEST, A DISTANCE OF 158.13 FEET TO THE SOUTH LINE OF SAID LOT 2 AND A POINT ON A CURVE CONCAVE NORTHWESTERLY, THE RADIAL CENTER OF WHICH BEARS NORTH 19' 44' 42" WEST; THENCE NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 31' 38' 59", A DISTANCE OF 52.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHENSTERLY, THE RADIAL CENTER OF WHICH BEARS SOUTH 51' 23' 41" EAST; THENCE CONTINUING NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 53" 34' 26", A DISTANCE OF 60.78 FEET; THENCE CONTINUING ALONG THE SOUTH LINE OF SAID LOT 2, SOUTH 87" 49' 15" EAST, A DISTANCE OF 223.23 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 01' 24' 12" EAST ALONG THE ENST LINE OF SAID LOT 2, A DISTANCE OF 100.02 FEET TO THE NORTHEAST CORNER OF SAID LOT; THENCE NORTH 8, 49' 15" WEST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 315.14 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT COUNlY ROADS. CITY OF RENTON, WASHINGTON -, i-_.",< .L.., .•• l. , . , f' . ~--.. --.,-. ~. Fie \ \ \ \ • • • / I r --_ ... --r --.. , : \ \. f \ \ f · ~ -. • J1\/d" Plne '\ I " F\r : \ \ : \ .,..~L._~_. \' , \ \ • i "'Pi/1f' • i ~. .. PiO'~ l ! • • .... \,., : \~ \" -', ... : ~\ \ i\ ~" Pine \\ .', \ .. , .............. !i..J . . I , 1 . / , ,/ (ALSO KNOWN AS LOT Z, KING COUNlY BOUNDARY LINE ADJUSTMENT APPLICATION NO. LOOL0089, RECORDED UNDER RECORDING NO. 20020702900007.) TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITIES OVER THE SOUTHERLY PORTION OF LOT 1 NS DISCLOSED ON THE FACE OF THE SHORT PLAT. LOT AREA TABLE LOT # AREA (S.F.) LOT # AREA (S.F.) 1 8448 5 8280 2 7973 6 11,799 3 8218 7 9479 4 8280 8 8577 TOTAL LOT AREA 71,054 S.F. 1.63 /!C. AVERAGE LOT AREA 8882 S.F. .-" ~ ~ ~ ~ ~4U.I~K.)::d! $[ 100TH ~ ST I- Z $£ 102ND ST ~ -""-J~>,,", SE 104TH 8 SE 105TH P ST « ~ SITE. N< 17T1t ST 1---..-, ST ~ VICINITY MAP SITE DATA 1. TAX #: 032305-9269 AND 032305-9270 2. SITE AREA: 1.98 AC 3. EXISTING USE: VACANT 4. PROPOSED USE: 8 LOT SINGLE FAMILY DETACHED SUBDIVISION 5. EXISTING ZONING: R-5 (RESIDENTIAL 5 DUlAC) 6. PROPOSED ZONING: R-5 (RESIDENTIAL 5 OU/AC) « ~ ~ MAY VALLEY COUNTY PARK SE 112TH ST Sf 116T1t sr 7. EXISTING COMPREHENSIVE PUIN DESIGNATION: URBAN RESIDENTIAL (4-12 DUlAC) z o ~ () g 8. PROPOSED COMPREHENSIVE PUIN DESIGNATION: URBAN DENSITY RESIDENTIAL (4-12 DUlAC) 9. PROPOSED MIN. LOT WIDTH: 60' 10. REQUIRED MIN. LOT WIDTH: 60' 11. PROPOSED MIN. LOT AREA: 7973 S.F. 12. REQUIRED MIN. LOT AREA: 7200 S.F. 13. PROJECT DENSITY: 4.85 DUlAC . 14. REQUIRED MIN. SETBACKS: FRONT, 20' REAR: 25' INTERIOR SIDE: 5' SIDE ALONG STREETS: 15' 15. MAX BASE HEIGHT OF BUILDINGS: 35' 16. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD SURVEYED BY CENTRE POINTE SURVEYORS OWNER/DEVELOPER KBS DEVIlLOPMENT CORPORATION 12320 N.E. 8TH STREET, SUITE #100 BELLEVUE, WASHINGTON 98005 CONTACT: CURTIS SCHUSTER (206) 623-7000 ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 nnd AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: WAYNE POTIER OR ALI SADR, P.E. \ LEGEND , ~ <I '* -:-EXISTING TREES TO REMAIN (2 TREES) ~ II ~ !-EXISTING TREES TO BE REMOVED (27 TREES) INDE~ TO SHEETS: IOF3 PRELIMINARY PLAT MAP 2 OF 3 PRELIMINARY 0RADI'lQ, STORM DRAlNAQE AND UTILITY PLAN 3 OF 3 9X1STlNQ EASEMENT MAP DENSITY WORKSHEET 1. GROSS AREA PROPERlY: 86,249 S.F. 2. DENSllY CALCULATION EXCLUSIONS: 15,356 S.F. (PUBUC ROAD, SENSITIVE AREA AND JOINT ACCESS ENSEMENT*) 3. NET DENSllY AREA: 70,893 S.F. (GROSS AREA -EXCLUSIONS) 4. NET DENSllY IN ACRES: 1.63 /!C. (DIVIDED BY 43,560 S.F.) 5. NET DENSllY: 4.91 D.U. PER ACRE (LOTS DIVIDED BY NET DENSITY AREA) .. a: o LL (f) _W 0U ~> z'" ZW :5(f) (L-' "'" or--ZZ :5~ Z -0 0", Z-"'~ Ww W Z --0 0z z-w~ =,E;: ~:::> U(f) EXPIRES 6/11/06 DEVELOPMENT PLANNING CIlY OF RENTON FEB 0 72665 RECEIVED o Z III o ""') Li! Q III o • =LJ .D. "0.. 0.. 'ti;c cO .-E .., ... =cu "E ~E ~ c:: 'c C'I c", "II> 0:" !'\ , .~<---j ! I I ! I 'J ' i !, 1 1· WATER SERVICE ('TYP.) ~l :\' , I i I , ! i ! I I " . , \ PADB.EY. 472.0 , I &""",-,d.J ---, EXISTING ; I i I, , !L __ .... ! I I \\ 8;, , I EXISTING 87 ! ;' \ /! : / I , f .\ / f : f ! " . , , / ''-.,j / : I .1 ' / , : I ~. , f -----~-----~~------i : , ,,/ :NEW '" I : \, : , I ····480 . . . . . . . . . ; . ...... · . , \ : BUILDING I I TO REMAIN' I , , I ~ I ; I / , I , 7 I I TOW=4SB.0 I I I a '1 BOW=466.0 I .' I\"--...; I l"t-,I -------;--1=--:...--=-= =..-:...-..;.;: \I ~L. __ .. _. 21' TO C.O.R. PRELIMINARY GRADING, STORM DRAINAGE AND UTILITY PLAN FOR A PORTION OF . /'''' /'<'~ :[=446.30 WINDSTONE IV S.E. 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, WASHINGTON "'-102 LF 12" SO 0 7.55TRA CT !=" !E~439.48 RECREA 770NAL OPEN 19, 148 at JCj , ._~~W" ,.,.,~." ,_ .. ____ ~_. _ _ ~y ____ ~ _~ -/ c" \;? " " ........... 4 ~*=-&F';:'''' ""'-"'.=;/ ;:.,,:;.. -";', ______ ._ "-_ ------------460---, ;.;.: "'40 .... ..:.;..;, I .c. ~ l: , , , Ir ... l ............. 1 I ' ( , : : ~ EXISTING . I ........ -L"--,~{,*,' BUILDING TO BE J!~~ REMOVED \IE=464.1 \ \ \ \ \ \ \ 55 (lYP.) \ \ \ \ \ \ I' , I: I I t I' I ,: I' I I t ,: I ,: I' I I' ,; I I: "I I' ,: I: / , I ' , : I' , I, , .......... B.EY. , , , I , I : I , I : I , I : / , , I , ' , L : / ! 'I : 'I ----------.U, t " EX. ' .... __ 0.1. -, \ 21' TO C.O.R. ! I , / " 5')~ , < , " , TOBE:11 :\ <162.0 , REMOVED : : : : \ !C~J:'~~ __ U : : J __ ._ 3 \ I f l I I . T'-" l "\' -.: ... \ . '"'-'¥'-~'\. \ DEVELO~R TO OBTAIN: / , --, -----:--., : , 'I : / , / , / \ :/ / , / ' I : I' ,: / ' / : , 'PAD CL.t:1f.; I ' /: 447.0 1 0' SLOP~/CONSTRUCTiON "I EASEMENT.\ I ~5 LF 12" SD 0 4.1:1: ! 1.5' 10' 10' 5.5' F!M=43-='L88 IE~427.88 (if!) 'jF~4:,1" 78 (OUT) \ \ ........ 475:···~····· ........ '475 ~.~.~" .............. ~ -"""--i 1-1--EDGE OF TRAVELLED WAY 0.5' ~.O:l: ............ ~J.SJ:r • . . ; . . . . ,-,... . · . i . . . . . : . . . . . . . . . -. i . . • . . • • • I . ........ 470 4" I CONCRETE SIDEWALK CONCRErE CUF!B---I & GUTTER 4" COMPACTED DEPTH ClASS "B" ASPHALT CONCRErE. I----S" COMPACTED DEPTH CRUSHED ROCK SURFACING. '----12" COMPACTED DEPTH SUBGRADE (COMPACTED TO 95:1: MAX DENSilY) THICKENED EDGE CURB 4" COMPACTED DEPTH ClASS "B" ASPHALT CONCRETE. S" COMPACTED DEPTH ---' CRUSHED ROCK SURFACING. 12" COMPACTED DEPTH SUBGRADE (COMPACTED TO 95:1: MAX DENSilY) , , CONCRETE CURB & GUTTER (lYP.) 465> ; . · . i . ,465 LYONS PLACE N,E. EXTENTION CROSS SECTION (TYP.) N,E, 16TH S I REET EXTENSION CROSS SECTION (TYP,) . . . ! . . : ......... : ... . . . . . . . . • i . ro'" ":~ ...,:~ "' . r--"" r--~ v!;i: vI;;: 0+00 N.E. 16th S I REET EXTENSION PROFILE 1"=30' HORIZONTAL -1"-5' VERTICAL NOT TO SCALE MAX CUT OR FILL SLOPE 20' 17' NOT TO SCALE '--4" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE. '----S· COMPACTED DEPTH CRUSHED ROCK SURFACING. '-----12" COMPACTED DEPTH SU8GRADE (COMPACTED TO 95:1: MAX DENSIlY) 20' EMERGENCY ACCESS CROSS SECTION (TYP,) NOT TO SCALE ,.' , 4" THICK CONCRErE SIDEWALK t5;:y 1"·30' o 15 30 60 ~~I~~I NOTE: ALL ROCKERIES AND RErAINING WALlS OVER 48" (4.0') IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT . ...... - LEGEND PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED SANITARY SEWER EXISTING SANITARY SEWER PROPOSED WATER SYSTEM EXISTING WATER SYSTEM PROPOSED SPOT ELE.VAll0N EXISTING SPOT ELEVAll0N PROPOSED CONTOURS EXISTING CONTOURS WErLAND BOUNDARY WErLAND BUFFER UNE EASEMENT UNE • ------(r-----... --0)--- w •• ... -------~---------- ------22 ------ ~-22--- -.- PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE I INSTAtL NEW SSMH. ADJUST RIM TO ELEV 437.3±. RIM~432.4 7 jE~42J.95 (lj" N) "--:;7~~Vfti~~R TO INSTALL "~-.,LCONC.RETE WALL OR OBTAIN sttJPE EASEMENT FROM ADJACENT PROPERlY OWNERS 445'·, REMOVE EXISllNG SSCO . AND PIPE SECTIQN.· INSTALL SSMH '4 STA. 10+26.16, i18.75 L RIM=437.3 ; 440.·· IE IN=427.80 . IE OUT=427.70 • . . . : . . . . . . . PVI STA = 1 0+78.82 PVI ELEV = 442.31 A.O. = -2.44 K = 20.51 .---50.0' VC ---; . . . ! . . . . . . . . . . . ; . · ! ......... , , .. . · ; . ___ . .N .. . . . «l~:.' .•..... l:l .... , , ... + ell" .... 0 '.;j. ~f .' . . . ,'. ., . ' PVI STA = 11+57.29 PVI ElEV = 448.36 A.D. = -5.90 K = 4.23 I 25.0' VC I ~ fl! lB . . ·;t;455 . ::..;:; : . (,f) •. u. ; • ~ •• 1li. : ·.···445 • • • . • ! · . ,TO SSMH~. 2 : ,440 • • ! . . . . .... ,..... .435 . . • ! . · . , . .. , , . , .. ; ......... ; 430,····· C 1 sSMH3' , . . , . . . . . . . STA.l1 + 12.0, 6.S L'-430 . . • F!lto1=443.5B • . . , . . . . . . . . . , . IE IN=431.6 . . . . . . . . , . I~' OUT=m.~ • ' , . ; STA 10+12.7, 14i.9' R. RIM=435.2 ; ~ •. IE=431.2 .~. TO :EX. SSMH ' · i . ....... . 425 '" 1<» _ .... 0 .... -"l "',., . '" ..... ro • " . ro • 0 ,~ ~~ :;:~ .".1;;: co " .. " 10+00 11 +00 LYONS PLACE N.E. EXTENSION PROFILE '"=30' HORIZONTAL -1"=5' VERTICAL z o ~ () g a:: o LL I I- ::::J o (J] I ~ "'Z Nf2 CO z ~w a: EXPIRES 6/11/06 a 0. 0. ~ a v (D o z (]) o ..., LU (j a:i , I", , '" ~ w Z 0 ~ Q Z o ~ z '" '? a " a w w ~ ~ z " ~ 0 " w " , " ~ " 0 w 0:: !;!/ !;!/ c.. c.. < 8 C!; w ~ ... 8 < w N C> " N -x ~ ~ ~ ::IE I~ &l g III 5 ~ z 0 ~ ~ iii :s Gi ~ ~ 0:: ~ ~ 9 z :J: ~ ~ fl fl (J) (J) i1:i i1:i 0:: 0:: w '1 ci z '" -'j Z G: l' = 40' o 20 40 ~. --80 wi. e I I I / I ! I ! \ \ \ \ ! \ \ \ i ! 1 I I i II ! I ! I II , \ \ \ , \ \ ',,- ">0 , ~ . i to. _ -'----l...,';:~" :\ , (-: I: r I : : J ! • • I I · --.J-i. : j , I :! ~ i7 • -" . ..j , '\ il f :: ~ I I I ! • I : ) • i. \ " " I "- • " \ : I • .' ~J : i: ~ I I EXISTING EASEMENT MAP FOR WINDSTONE IV A PORTION OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. .. .. .. .. -.. . • i : , ,/ CITY OF RENTON, WASHINGTON \ I \ I • ,i :' t· , \1 , I i 1 ;. -. I ' I \ ; I , I ......... i l .... ~. : .~~~'~"~~."4L-J/" I _~E. 16TH STREET LEGAL DESCRIPTION LOT 2 AND THE EAST 164 FEET OF LOT 3, KING COUNTY SHORT PLAT NO. 486017 AS RECORDED UNDER RECORDING NO. 8703039001 AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NO. 8706260950. TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO. 86-2-22118-2 ENTERED ON MARCH 23, 1987: THE WEST 840.50 FEET OF THE SOUTH 330.00 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165.00 FEET THEREOF, AND; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION, AND; EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE NORTHERLY EXTENSION OF A LINE LYING 164.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF LOT 3 OF SAID KING COUNTY SHORT PLAT NO. 486017; AND EXCEPT THAT PORTION OF LOT 2, KING COUNTY SHORT PLAT NO. 486017 RECORDED UNDER RECORDING NO. 8703039001, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE SOUTH 81' 49' 15" EAST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 97.38 FEET TO THE TRUE POINT OF BEGINNING; . I, .. , "I: \ \ \ \ \ \, o \ \ ! ! \ \, \ \ \ \ \ \, -< \ () \ I v , A --< (--I .......... n \ \ 0\ .. ) v C) \ \ " THENCE SOUTH 02' 10' 45" WEST, A DISTANCE OF 158.13 FEET TO THE SOUTH LINE OF SAID LOT 2 AND A POINT ON A CURVE CONCAVE NORTHWESTERLY, THE RADIAL CENTER OF WHICH BEARS NORTH 19' 44' 42" WEST; THENCE NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 31' 38' 59", A DISTANCE OF 52.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, THE RAOIAL CENTER OF WHICH BEARS SOUTH 51' 23' 41" EAST; THENCE CONTINUING NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 53' 34' 26", A DISTANCE OF 60.78 FEET; THENCE CONTINUING ALONG THE SOUTH LINE OF SAID LOT 2, SOUTH 81' 49' 15" EAST, A DISTANCE OF 223.23 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 01" 24' 12" EAST ALONG THE EAST LINE OF SAID LOT 2, A DISTANCE OF 100.02 FEET TO THE NORTHEAST CORNER OF SAID LOT; THENCE NORTH 81' 49' 15" WEST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 315.14 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT COUNTY ROADS. \ \ \ (ALSO KNOWN AS LOT Z, KING COUNTY BOUNDARY LINE ADJUSTMENT APPLICATION NO. LOOL0089, RECORDED UNDER RECORDING NO. 20020702900007.) TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITIES OVER THE SOUTHERLY PORTION OF LOT 1 AS DISCLOSED ON THE FACE OF THE SHORT PLAT. /' \ NOTE 1. DRAINFIELD EASEMENT PER BLA S92L0103 AND FILED UNDER #9209104022 CANNOT BE GRAPHICALLY REPRESENTED. 2. EASEMENT REFERENCED UNDER #20040629002394 IS LOCATED OFFSITE. 3. PUGET POWER EASEMENT UNDER #8608151325 IS 10 FEET WIDE OVER POWER FACILITIES AS CONSTRUCTED IN FIELO (NO AS-BUlL TS AVAILABLE). \ ; i -------!------- EXPIRES trl .w "'0 Z--it: Zw 5trl 0.-' ~ ClZ Zw :5::; z '0 "'<>:: Z--> o::z ~W Z . -0 0Z z-Wi';:; ::::!~ 2::::> Otrl -----_.--_. ----- ~ ~ N m D. n "" " ~ N '" I 0> ao ~ ~ N cO o o N ;:.c o " N o ./ 00 g 00 ~ " o z (l) o "") Ll.! () cD a " z o Vi Gj 0::: z 1" = 100' 200 I i7904 730 70 70.16' 807904 0110 807905 0010 (63.50') (86.26') 807004 0660 (56.83') 807002 0010 ·1· 032305 9065 (0.21 Ac.) 807001 807001 0720 0710 69. , 807901 0000 (76.07') I I I I / I (82.19' 528') (75.68') (118.83') 807002 0180 115,85' (115.85') 807004 0480 (/11.48' (111.48') ~ (114.23') 807002 0220 807004 0580 109.08' 1.109.08') 807904 0590 (99.56') (99.56') 807904 0000 ~, ',,-'<i'~ I '" I "~ 807904 ..s>~ 0180 " / \ / V \ 115.73') \ 032305 (115.73') \ 288 032305 c; ;] 9 9289 ;; 807904-0190;;; \ (0.15 Ac.). "" 1 (0.15 Ac.) 124.52' i (124.52') 032 --30-5 ...... -,-.-l---..J~ 807904-0200 ~ 9160 OS2305 to ~ I I I \ \ I I 1 1 I I I I / I 807901-0020 807901-0010 807002 0320 807002 0310 807902-0300 "' ...... 1305-92 (0.84 Ac.) ..-..... / '\ ( \ I I \ / ",,'1.l.--t--lf.Tot-t -----, r - - ----1 8 :: 7 ' 807904 0380 , , , , -____ J l ____ _ 032305 9291 (0.30 Ac.) '305 124.73' (0.19 Ac.) 9 (124.73') (a,13 Ac.) r-'-'-'-'_'_'_'_' ---- wi en' wi I > I --.J ~i ZI N. '""I ~. I I (---_.-. "-"-. "-'" / ~ I Oj~305 I 907,8 , l'l nA "'~\ .-~~~~--.. --...... -~~~ 807904 J 0210 125.03' (125.03') ~ 807904-0230 ~ !£-!£. (125.30' (125.30') 807904 0240 I I I I I 1 I I \ I \ " ',\ \ 807904 0330 807904-0320 \ \ 032305 v-------,9021 032305 9238 (0.41 Ac.) 032305 9124 rn ~n Af'-) (3.56 Ac!) I LJ.JI I I I I i / (0.30 ;"(j32~105 9231 (0,30 Ac.) 803540 0380 803540-0370 032305-9159 (1.41 Ac.) 032305-9047 (3.87 Ac.) KING COUNTY CITY OF RENTON 032305-9014 (6.12 Ac.) / ! 1 I r- 523000-0230 ·00002- 032305-9192 ~ I {O_10Ac) ...... r---~~,---~ ~. 177640-0010 "" '"" ~ 032305 9210 (0.42 Ac.) --- 523000 00 177640 0030 032305 9190 (0.24 At.) 032305 9173 (0.42 Ac.) '-'-'-'-. I I I L 1 ~ -{}-32d05~903$ I (b.89 Ac.) I ~..J. 523000 0070 -00001- 032305 9045 (0.56 Ac.) 032305 9208 (0.22 Ac) 032305 9209 (0.22 Ac.) '-'-'~'-' 032305 9180 (0.31 AG') I 1 L __ ...l _ _ I ___ .J (0.13Ac) 032305-9277 032305 9276 (0.30 Ac.) 032305 9256 (1.20 Ac,) (0.30 Ac.) 1 t------;~i 032305 9280 (0.30 Ac.) I I ?Jli -'i n.. r-------; ~ 1 0.01 ~i 032305 032305 9278 (1.11 AG.) I I I 032305-9042 CITY IOFI RENTON I (0.85 Ac.) KING COUNTY 032305 9017 (0.58 AG.) 032305 9070 (2.47 Ac.) 032305 9234 (0.30 Ac.) 032305 9120 -42- (2.17 Ac.) 522990 0037 .<nJJAc 022305 9062 (0.39 Ac.) 9061 (0.48 Ac.) ---------.----~.-- z Q ~ () g a: o u. g ~ '" ~---------------;~ C) EXPIRES 6/11/06 - o Z III o "") ill ~ CD o u 6 z m o " ~ ...J~ o..w ~Z <l:12 Zen -0 ~Z ...J_ ~3: 0.. '" n. n. <C o z PRELIMINARY PLAT FOR WINDSTONE IV 1" = 40' o 2.0 40 80 IAml 1'::::;1",1,':%1 I A PORTION OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N" RANGE 5 E., W,M, CITY OF RENTON, WASHINGTON f~~g In;'0~;;ttm~'W:tfi;~14j i I \ \\ \ \ \ / --,\ \ .---_., i \ i I j , \ ' ' ~III ! E~lrH1 ROCKERY " / EXISTING EMERGENCY ACCESS ROAD TO BE RELOCATED ! f f i / I -L_, ,f \ I; I , . , , ! f I , , ;j J I i I f ~-~i! , , , "ceda~' Cedar \ ®/ EXISTING , BUILDING , ~~~~~~~~~~~~GIR~;~~Oe~D i \ P>l,OPOSED tOCKERY \ / j i ! \ ExiTING "U'LU'1II'1i T6 I,lEMAIN I 2238 S.F. -+-~ ". , N £ .. ~ ...... ___ ;.~ ~~E DEVELOPER TO OBTAIN RIW DEDICATION FROM ADJACENT PROPERTY OWNER LEGAL DESCRIPTION LOT 2 AND THE EAST 164 FEET OF LOT 3, KING COUNTY SHORT PLAT NO. 486017 AS RECORDED UNDER RECORDING NO. 8703039001 AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NO. 8706260950. TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY iN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO. 86-2-22118-2 ENTERED ON MARCH 23, 1987: THE WEST 84D.50 FEET OF THE SOUTH 330.00 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 1 65.00 FEET THEREOF, AND; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF SAlO SUBDIVISION, AND; EXCEPT THAT PORTION THEREOF LYING WESTERLY Of THE NORTHERLY EXTENSION OF A LINE LYING 164.00 FEET WEST OF AND PARALLEL TO THE EAST LINE DF LOT 3 OF SAID KING COUNTY SHORT PLAT NO. 486017; AND EXCEPT THAT PORTION OF LOT 2, KING COUNTY SHORT PLAT NO. 486017 RECORDED UNDER RECORDING NO. 8703039001, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE SOUTH 81 49' 15" EAST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 97.38 FEET TO THE TRUE POINT OF BEGINNING; 8 V) o Q o it ",:, o \ , \ \ \ \ THENCE SOUTH 02' 10' 45" WEST, A DISTANCE OF 158.13 FEET TO THE SOUTH LINE OF SAID LOT 2 AND A POINT ON A CURVE CONCAVE NORTHWESTERLY, THE RADIAL CENTER OF WHICH BEARS NORTH 19' 44' 42" WEST; THENCE NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 31' 38' 59", A DISTANCE OF 52.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, THE RADIAL CENTER OF WHICH BEARS SOUTH 51' 23' 41" EAST; THENCE CONTINUING NORTHEASTERLY ALONG THE SOUTH LINE DF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 53' 34' 26", A DISTANCE OF 60.78 FEET; THENCE CONTINUING ALONG THE SOUTH LINE OF SAID LOT 2, SOUTH 81 49' 15" EAST, A DISTANCE OF 223.23 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 01' 24' 12" EAST ALONG THE EAST LINE OF SAID LOT 2, A DISTANCE OF 100.02 FEET TO THE NORTHEAST CORNER OF SAID LOT; THENCE NORTH 81 49' 15" WEST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 315.14 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT COUNTY ROADS. \ 4 j-.• ?-... *, II~ ,,_.t.. "" .... , Ifir \ \ i \ ~O" Pine \ \ ( \~ .... ,. \ \ I I , , "---...... -~ . CY"f<.-""".''''. 0' I ' EXISTING: "-~u'LI'I"":I: BUILDING' ••• :;' " TO BE: ~ RE~I<i1E'D: \ REMOVED L- -r·~':;}f' '-( ! 1! i l ~ ! I , , , , \ (ALSO KNOWN AS LOT Z, KING CDUNTY BOUNDARY LINE ADJUSTMENT APPLICATION NO. LOOL0089, RECORDED UNDER RECORDING NO. 20020702900007.) TDGETHER WITH AN EASEMENT FOR ROAD AND UTILITIES OVER THE SOUTHERLY PORTION OF LOT 1 AS DISCLOSED ON THE FACE OF THE SHORT PLAT. >~~ ----~. "--, ',..... .' .. ~-~- LOT AREA TABLE LOT # AREA (S.F_) LOT # AREA (S.F_) 1 8417 6 8663 2 7380 7 9045 3 9150 8 10,871 4 7500 9 8805 5 9450 TOTAl LOT AREA 79,281 S ••• 1.82 AC. AVERAGE LOT AREA 8809 S.F. Sf MAY __ V:.c<ALLEY RD. \!i 0> W " '" ~ ~ ""'=ic:;:. SE 100 TH :I: r ST I- z SE 102ND sr ~ /"'----J > >----1 '" w > ;: '" w '" ~ HE 1DTH ~ ST :!; i" ~ VICINITY MAP SITE DATA 1. TAX #: 032305-9269 AND 032305-9270 2. SITE AREA: 1.98 AC 3. EXISTING USE: VACANT 4. PROPOSED USE: 9 LOT SINGLE FAMILY DETACHED SUBDIVISION 5. EXISTING ZONING: R-5 (RESIDENTIAL 5 DUlAC) 6_ PROPOSED ZONING: R-5 (RESIDENTIAL 5 DUlAC) Sf: 112TH ST S£ 116TH sr -~--~~ !i"ji~;:~ 1"=2000' 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL (4-12 DUlAC) 8_ PROPOSED COMPREHENSIVE PLAN DESIGNATION: URBAN DENSITY RESIDENTIAL (4-12 DUlAC) 9. PROPOSED MIN. LOT WIDTH: 60' 10. REQUIRED MIN. LOT WIDTH: 60' 11. PROPOSED MIN. LOT AREA: 7380 S.F. 12. REQUIRED MIN. LOT AREA: 7200 S.F. 13. PROJECT DENSITY: 4.95 DUlAC. 14_ REQUIRED MIN. SETBACKS: STREET: 10' GARAGE STREET SETBACK: 20' INTERIOR: 5' BACK, 5' 15. _. MAJC8ASE ~EiGHT OF 8UILDI~!GS: 35' . - 16. SOUR:E OF BOUNDARY AND TOPOGRAPHY: FIELD SURVEYED BY OWNI':R/DEVELOPER KBS DEVE'.OPMENT CORPORATION 12320 N.E. 8TH STREET, SUITE #100 BELLEVUE, WASHINGTON 98005 CONTACT: CURTIS SCHUSTER (206) 623-7000 CENTRE POINTE SURVEYORS ENGINEER/PLANNER/SURVEYOR , , BARGHAUSEN CONSULTING ENGINEERS. INC. 18215 nod AVE. SOUTH KENT, WA I 98032 (425) 251,-6222 FAX (425)i 251-8782 CONTACT: ~AYNE POTTER OR ALI SADR, P.E. l LEGEiND \ ~ \I 'A--EXISTING TREES TO REMAIN (2 TREES) ~ iii SK: -EXISTING TREES TO BE REMOVED (27 TREES) DENSITY WORKSHEET 1. GROSS AREA PROPERTY: 86,431 S.F. 2. DENSITY CALCULATION EXCLUSIONS: 7159 S.F. (PUBliC ROAD, SENSITIVE AREA AND IJOINT ACCESS EASEMENT.) 3. NET DENSITY AREA: 79,272 S.F. (GROSS AREA -EXCLUSIONS) 4. NET DENSITY IN ACRES: 1.82 AC. (DIVII)ED BY 43,560 S.F.) 5. NET DENSITY: 4.95 D.U. PER ACRE (LOTS DIVIDED BY NET DENSITY AREA) • -SERVING MORE THAN THREE LOTS z o ~ o o ...J a: o LL 1--------1 EXPIRES 6/11/04 ~ o Z ill o '"') W o rn ~ ... L· WINDSTONE DIV. IV SHORT PLAT Land Use Action No. LUA-04-135-SHPL Land Record No. LND-XX-XXXX RECORDING NO. VOLUME/PAGE LUA-04-135-SHPL LND-XX-XXXX A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., KING COUNTY, RANGE 5 E., W.M. DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SHORT 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. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. by: Kolin B. Taylor President-KBS Development Corp. a Washington Corporation Solomon V. Avzaradel treasurer-KBS Development Corp. a Washington Corporation APPROVALS: Robert W. Ruddell Secretary-KBS Development Corp. a Washington Corporation Wash ington Federa I Sav ings. a Un ited States Corporation by: its: EXAMINED AND APPROVED THIS ____ DA Y OF 2006. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF 2006. KING COUNTY ASSESSOR DEPUTY ASSESSOR ROAD DEDICATION: THE DEDICATION FOR THE RIGHT-OF-WAY OF NORTHEAST 16TH STREET AND THAT WAS DEEDED TO THE CITY OF RENTON FOR THE DEED FILED UNDER RECORDING NO. ________ _ RENTON CONTROL MONUMENTS: CITY OF RENTON CONTROL POINT 2097. CONTROL POINT 2097 WAS FOUND TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 191108.643 FT./ 1316760.378 FT. CITY OF RENTON CONTROL POINT 1845. CONTROL POINT 1845 WAS FOUND TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 186170.657 FT./ 1316637.843 FT. THE OWNER/DEVELOPER, SHALL DEFEND, INDEMNIFY AND HOLD THE CITY OF RENTON, ITS OFFICERS, OFFICIALS, EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM, INJURIES. DAMAGES, LOSSES OR SUITS INCLUDING ATTORNEY FEES, ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS. WATER UTILITY, SANITARY SEWER UTILITY, OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS, AND/OR ASSIGNS OF THE OWNER/DEVELOPER. SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ACKNOWLEDGMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF 2006. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED KOLIN B. TAYLOR. ROBERT W. RUDDELL. AND SOLOMON V. AVZARADEL PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT. THE SECRETARY AND THE TREASURER. OF KBS DEVELOPMENT CORPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNO WLEDG MENT: STATE OF WASHINGTON ) ) SS COUNTY OF _____ ---') \( _ . ON THIS DAY OF . 2006. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF WASHINGTON FEDERAL SAVINGS. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUNENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME PRIVATE DRAINAGE EASEMENT: THE DRAINAGE FACILITIES LOCAIED WITHIN THE PRIVATE EASEMENT SHOWN ON THE SHORT PLAT SHALL BE OWNED. OPERATED AND MAINTAINED BY THE OWNERS OF LOTS 1 THROUGH 8. INCLUSIVE OF THIS SUBDIVISION. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID EASEMENTS TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNERS' EXPENSE. WASHINGTON PLAT NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1148732. DATED SEPT. 26. 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 22. 1998. THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) THE ARTICLES OF INCORPORATION FOR WINDSTONE DIV. IV HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. WASHINGTON. THE WINDSTONE DIV. IV HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOR MAINTENANCE, AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. 6) THE APPLICANT SHALL BE REQUIRED TO PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FRONT YARD SETBACK AREA OF ALL LOTS WITHIN THE SHORT PLAT. THE APPLICANT SHALL BE REQUIRED TO RECORD A RESTRICTIVE COVENANT AGAINST THE PROPERTY PRIOR TO FINAL SHORT PLAT RECORDING, WHICH INDICATES THAT TWO TREES ARC REQUIRED TO BE PLANNED WITHIN THE FRONT YARD SETBACK AREA OF EACH NEW LOT. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES ICES DIVISION AND THE TREES SHALL BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. d_ ... DECLARATION OF COVENANT: THE OWNER OF LAND EMBRAC~D WITHIN THIS SHORT PLAT. IN RETURN DESCRI8ED 00 HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS 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 PLAT. PRIVATE ACCESS AND UTIUTIES MAINTENANCE AGREEMENT: NEW PRIVATE EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS, ARE TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1 THROUGH 8 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN. THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD. DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT. PRIVATE SIGNAGE. AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED. UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. DRAINAGE EASEMENT RESTRICTIONS STRUCTURES. FILL. OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS. PATIOS. OUTBUILDINGS. OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OR WITHIN THE DRAINAGE EASEMENTS. ADDITIONALLY. GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE DRAINAGE EASEMENTS SHOWN ON THIS SHORT PLAT MAP UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. BASIS OF BEARING: WASHINGTON STATE LAMBERT GRID-NORTH ZONE AS DETERMINED BY GPS OBSERVATION. RECORDING CERTIFICATE: Recording No. _________________ _ Filed for record this ___ day of _____ ~ 2006 at _._ LAND SURVEYOR'S CERTIFICATE: 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 I CENT~ ~ ~'(.,N Jj. IY, P INTE <8~~it~ Cf) ~." tt"" (p. Surveying, Inc., P.S. INDEX DATA: NE-SE 03-, T23N, R5Ei WM SURVEY FOR: KBS Development Corp or at ion 12320 NE 8th Street, Sui te 100 _.M. in book __ of at page __ at the request of Stephen H. Woods. Manager Superintendent of Records in . 2006. Stephen H. Woods Certificate No. 38965 ,.~ I ~ . ,.... ~ \<:.{>; -9[: 38965 s."'> ~ ;)'<0 CISlt.~ s.:!f 1/14 L U.Wi'l EXPIRES05-23-2007 /C3I-C'? 33701 9th Avenue South -Federal Way. WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: o Woods CHECKED BY: S Woods DATE: Sept. 12. 2006 JOB NO.: 1459 SCALE: N/A DRAWING NAME: SP4 Be 11 evue. WA 98005 KING COUNTY, WASH I NGTON SHEET 1 OF 3 -:-'.:.'i: . .'::.::i!"': I Cj t"" c:: ~ t"l -....... 'U ~ t"l , ~. WINDSTONE DIV. IV SHORT PLAT Land Use Action No. LUA-04-135-SHPL Land Record No, LND-XX-XXXX RECORDING NO. VOLUME/PAGE LUA-04-135-SHPL LND-xx-XXXX A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., KING COUNTY, RANGE 5 E., W.M. WASHINGTON LEGAL DESCRIPTIONS: PARCEL A:. LOT 2 AND THE EAST 164 FEET OF LOT 3, KING COUNTY SHORT PLAT NUMBER 4B6017, AS RECORDED UNDER RECORDING NUMBER 8703039001, AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NUMBER 8706260950. TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 86-2-22118-2 ENTERED ON MARCH 23. 1987: THE WEST 840.50 FEET OF THE SOUTH 300 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165 FEET THEREOF; AND EXCEPT THAT PORTION OF LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION; AND EXCEPT THAT PORTION THEREOF LYING WESTERLY OF THE NORTHERLY EXTENSION OF A LINE LYING 164 FEET WEST OF AND PARALLEL TO THE EAST OF LOT 3 OF SAID KING COUNTY SHORT PLAT NUMBER 486017; AND EXCEPT THAT PORTION OF LOT 2, KING COUNTY SHORT PLAT NUMBER 486017, RECORDED UNDER RECORDING NUMBER 8703039001, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE SOUTH 87 '49' 15" EAST ALONG THE NORTH LINE OF SAID LOT. A DISTANCE OF 97.38 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 02"10'45" WEST A DISTANCE OF 158.13 FEET TO THE SOUTH LINE OF SAID LOT 2 AND A POINT ON A CURVE CONCAVE NORTH- WESTERLY, THE RADIAL CENTER OF WHICH BEARS NORTH 19"44'42" WEST; THENCE NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 31'38'59", A DISTANCE OF 52.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, THE RADIAL CENTER OF WHICH BEARS SOUTH 51 "23' 41" EAST; THENCE CONTINUING NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 53'34'26", A DISTANCE OF 60.78 FEET; THENCE CONTINUING ALONG THE SOUTH LINE OF SAID LOT 2. SOUTH 87'49'15" EAST A DISTANCE OF 223.23 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 1"24'12" EAST ALONG THE EAST LINE OF SAID LOT 2 A DISTANCE OF 100.02 FEET TO THE NORTHEAST CORNER OF SAID LOT; THENCE NORTH 87"49'15" WEST ALONG THE NORTH LINE OF SAID LOT A DISTANCE OF 315.14 FEET TO THE TRUE POINT OF BEGINNIN~ EXCEPT COUNTY ROADS. (ALSO KNOWN AS LOT Z, KING COUNTY BOUNDARY LINE ADJUSTMENT APPLICATION NUMBER LOOL0089, RECORDED UNDER RECORDING NUMBER 20020702900007.) TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITIES OVER THE SOUTHERLY PORTION OF LOT 1 AS DISCLOSED ON THE FACE OF THE SHORT PLAT. PARCEL B: LOT 3. KING COUNTY SHORT PLAT NUMBER 486017, AS RECORDED UNDER RECORDING NUMBER 8703039001, AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NUMBER B706260950. TOGETHER WITH THE WEST 428.00 FEET OF THE SOUTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON; EXCEPT THE NORTH 165 FEET THEREOF; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION AND EXCEPT COUNTY ROADS; IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 86-2-22118-2 ENTERED ON MARCH 1a 198~ EXCEPT THE EAST 164 FEET OF SAID LOT 3; (BEING KNOWN AS LOT 3 OF KING COUNTY LOT LINE ADJUSTMENT NUMBER S92L0103, RECORDED UNDER RECORDING NUMBER 9209101022. AND OTHER PROPERTY) UTILITY EASEMENT NOTE: A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON, KING COUNTY WATER DISTRICT #90, PUGET SOUND ENERGY COMPANY. QWEST, COMCAST, (OTHER PRIVATE UTILITIES), AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS AND PRIVATE DRIVES, THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS AND 5.00 FEET PARALLEL WITH AND ADJOINING ALLEYWAYS AND PRIVATE DRIVES .FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULT a PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS") ADJACENT TO THE 5-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUPY UP TO AN ADDITIONAL 5-FEET IN WIDTH (FOR A TOTAL WIDTH OF 10 FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF THE AS-BUILT VAULT(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLATION OF FACILITIES. THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE. CONDUIT, CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS. DATA TRANSMISSION, STREET LIGIITS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN SfATED, THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION, NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELE~HONE, CABLE TELEVISION. TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENT WITHOUT PERMISSION FROM EASEMENT OWNERS, UJ (f) UJ > <! SE 100TH ST ~ <! I SE 102TH ST:n '1 "'" UJ SE 105TH PL z UJ > <! UJ .....l H Z VICINITY MAP o 1320 2640 r 11---1 SCALE: 1" 1320' EXPIRES05-23-2007 34 3,r~ S88°37'10"E 2645.46' 34 35 North quarter corner Sec. Twp. 23N .. Rng. 5E., W.M. Calculated from King Co. GPS breakdown. S87°26'02"E 4M- 1 3 2657.25' West quarter corner Sec. 3. Twp. 23N., Rng. 5E., W.M. Found brass disc in concrete stamped 4/3, incased. I oK (\J to o (\J m "f w , ..,; '<0;/' "f (\J 0 ..,; 0 z I~ I~ I 5302.87' 1322.81 ' "..; --)r~ Northeast section corner Sec. 3. ~ Twp. 23N., Rng. 5E., W.M. itD Calculated from City of Renton ~ Survey Control Network. (\J City of Renton No. 2097. w East quarter corner Sec. 3, ~ Twp. 23N., Rng. 5E., W. M. I ~ Found "X" in 10" stone to monument 0.6' W of 4" X 4" ru f,nc, post ~ top O~Ch''::>3 I ~ T 1322.81' ~ I I I I I "" : I LD I~ lD (\J r-~--I(_S_ITE--..Jl _ S87 °49' 15 "E 3:: 2645.07' I~ (\J -I~ I~ '<0;/' I~ South quarter corner I Sec. 3. Twp. 23N .. Rng. 5E .. W.M. Found 3" brass disc in ~ o ID ru Southeast corner Sec. 3, Twp. 23N., Rng. 5E .. W.M. Found monument, incased. I I o z CONTROL SKETCH ~concrete, 3 2 City of Renton No. 1845.~ 10 -o 500 1000 S88°12'29"E 2644.64' 10 11 ~I~I .... I--·I SCALE: 1" 500' Legend: Monument found as noted. Visited April 01. 2005. DOCUMENTS OF RECORD: THE FOLLOWING RECORDED DOCUMENTS EFFECT THE PROPERTY: 8703311602, 20040831000578. 20040831000578. 8703039001. 411867, 486017, 20020702900007. 20050318000897. 20050607001536. 20050621002061, AND 20060808001642. AN EASEMENT EXIST UNDER REC. NO. 8608151325. FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM. EASEMENT DOES NOT CONTAIN ENOUGH INFORMATION TO SHOW AN EXACT LOCATION. IT IS UNDERSTOOD AND AGREED BETWEEN THE DEVELOPER AND THE CITY OF RENTON THAT AN EASEMENT FOR EMERGENCY ACCESS. A 15' EASEMENT FOR UTILITIES AND A 30' DRAINAGE EASEMENT ESTABLISHED ON SHORT PLAT NUMBER 8703039001. ARE HEREBY EXTINGUISHED AND TERMINATED. ALL EASEMENTS AFFECTING THE SUBJECT PROPERTY ARE SET FORTH AND DELINEATED ON THIS MAP. CENT~ P INTE Surveying, Inc., P.S. INDEX DATA: NE-SE 03 T23N R5E, WM SURVEY FOR KBS Development Corporat ion 12320 NE 8th Street, Su i te 100 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax Bellevue, WA 98005 DRAWN BY: D Woods CHECKED BY: S Woods DATE: Oct. 9. 2006 JOB NO.: 1459 KIN G COUNTY, WASHI NGTON SCALE: NA DRAWING NAME: SP4 SHEET 2 OF 3 (j I:"" c:: ~ trl '-." ;J> Q trl I '- A PORTION OF THE NE CITY OF RENTON, WINDSTONE DIV. IV SHORT PLAT Land Use Action No. LUA-04-135-SHPL Land Record No. LND-XX-XXXX 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP KING COUNTY, 23 N., RANGE 5 E., W.M. WASHINGTON RECORDING NO. VOLUME/PAGE LUA-04-135-SHPL LND-xx-XXXX ) , '''"'' In-,85. 50 " / 8 5 F 60. 00 " . 0 Sq. t. ""'l.. 15 ' ,t--.,..., / 20' 60.00'" A /, 1 _ V 60 00' 60, 00 ' ~ x -x x x-, ---r 1 . r --67 58 .... 6" Wood fence , / / I 3' barbed ' ' '10' , , / / wire fence , ~Io. 21' 20' Underground 5' 9480 Sq. Ft / I~, 21 ' utilities easement , , ° 218 A / I, Rec, No. 20020807000276-, '---. c res I / I , _ r--, I / I' - ' --I O~I ,', g W I i,,' 12. ~ , I I I 10' Ut i 1 it Y------I IDO I ~ ~~ lO I ~ I 0 " 0 ~ _ .r-g "I _ ~ ~ _ I I easement, ~ _ ~ ~-I ~ I :'; " ~J '----7 ~ ~ ," ~ ~ ~ ~ I I a : f;i ~ ~ --"7 r-6~ ~5 ' , w "8 I f. -u ~ ,6 ~ 5 ~ 4 f11 3 ~ 2 I lD , CD w..-i ~ ,,) J LIJ U5 ,--II :.. " I _ ~ ~ Ixxxxi . ~ ~ , ,Ixxxxi ~ Ixxxxi 3: Ixxxxi : Ixxxxi ~ I . ~ 1 11l-'" :~ ~-01 ~ ,'lXxxxl w~ I 0 ~ -J:{} , '11500 Sq. Ft ~ to to ~ IlxxX~1 : Ixxxxi '10' -=-i : ~5 c; ~ L, ~ '~580 Sq, Ft ~ ~ L"k-,.--~ ) 0: '0.264 Acres ~ 08.0{805 SA~':e\ : 08.0{805 SA~':e\ :r 8070 Sq, Ft :'" 8070 Sq, Ft ~ 8350 Sq. Ft / 4~~ ~ ~ U) Q)::r I ~ '0,' 197 Acres:'" ru f. ~ -~, 0 ~ 2: O. 185 Acres 0 O. 185 Acres:'" O. 192 Acres I 11l o~ I ~~ z , 0 '<;f r-i ~ 'I ~ 0 • ~ I 0 / :r~, ~ 15' Wa t e r ~ 1 I ' :-' ·S. ~ I I (iJ 25 25 (iJ 1:--' / 0 Easement Rec. , 25 w 1 1 ~ (f) Z g I C\.J ~ ~ ~ No. 20040831000578~ !-+ 10' Ut il it Y z I-• 1 20' Emergency I 1 ~ 0;<9:~~ I ~ z k 15' '5 'I easement f. I • -~ 20' ~acess easement 10' Ut i 1 it Y I I ~O;((::,(::, ~ I 0 ---------- NE -lD ru I--~--l-I' +_1 ____ ~--______ ~18.} !-~--t--,I --______________________ ~~:emenl __ ~~~~rNOea.s8e7mOe3n3t11602 __ ._ 1;-//~~~(::,:s I Z • "'" I 60. 33 . 0 ,I """ 85.50 ' . -I I ~ ....-":lJ \ - + 67.71' """ l~'~~:-----~~~--------~----J6~0~,lO~0~'------~-----!6~0~.£0£0~._r---J~--~~~~===::J~~~~~~~~~-jl}-~-= ~~\ ~ I lD (iJ I S87°49'15"E 128.04' -~ .. "g 60.00' 160 .00 , 0 o-~ . I I.D lD f """ ~ 0\ mf11 I I.D _ V~\ 21' (iJ lD 0 (lJ l;>. \ I 4' wo6d fence" ~u~1 ~ 0 S-i. t~st~~~~~~~~~::~~~~~~~~(iJ~~~f11----1[----~~~~~~~si~~~~~~~~,-~ ____ ~ __ ~-__ *-____ ~ ____ ~~~~~~~~\ I 16th St_~l';~ ;:,.~ 16230 Sq.Ft. NE 16TH ST tD -; -\' Kl x\~ SW Corner of the ~ S87°49'15"E 487.74' >;:. ''''J' f11 v 'm( ..0 ._____ ~ NE quarter 0 f the 'I-!lJ JW.,. n:o=9S •. ~~ 2,' 7" -----SE quarter of Section L /):o=n2,1 6 S '3s' -g 3, Townsh ip 23 north. D I .~ V,3 . ~ Range 5 east, W. M. g.lf' x TOTAL ACREAGE: OVERALL -86430 SQ. FT./ 1.984 ACRES LEGEND: ~ = MONUMENT FOUND AS NOTED. VISITED AUGUST 7. 2001. ~ = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". ~~I I 11\ \::::)\ /I. IIC"I\ ~~\ .... U I \ll L _ r\ I \ L_ LJ ~ w o 40 80 ~I ---I--~I SCALE: 1" 40' CENTRW P~INTE Surveying, Inc., P.S. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax INDEX DATA: SURVEY FOR: NE-SE 03 T23N KBS Development Corporation 12320 NE 8th Street, Suite 100 Bellevue, WA 98005 WM 199991= Lot address. DRAWN BY: CHECKED BY: S Woo d s KING COUNTY, WASHINGTON D Woods JOB NO.: DATE: Oct. 9. 2006 1459 SCALE: 1" = 40' DRA1\'ING NAME: SP4 SHEET 3 OF 3 . / WINDSTONE DIV. IV [ RECORDING NO. J VOLUME/PAGE '--------' '------'.: SHORT PLAT LUA-04-135-SHPL LND-20-0400 A PORTION OF THE NE CITY OF RENTON, Land Use Action No. LUA-04-135-SHPL Land Record No. LND-·20-0400 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., KING COUNTY, RANGE 5 E" W. M. WASHINGTON To Be Dedicated, / / / / / See Road Dedication Note on Sheet 1 of 3 -x x--- 6" Wood fence I I I I ~ I I ~ I , __ I, , l ~I ~I ~I ::J. to to w ..-1 o Ul (\j ..-1 o z 63.00' m 8 [5214\ w 8820 Sq. Ft ..-1 0.202 Acres 0 Ul (\j 10' Private utility '" o z ___ eas.lment ----- / / LO -- ..-1 <0 -----~- 15' Private water easement Aec No. 20040831000578 j& Aec. NO.20050607001536 I 4 S87°49'15"E . 1/~3 -,-C) 11 ,r'-'- /I\;-IV/ 525.41 ' 60,00' 50.00' -----<0 ---:-~ ~.~ /<:'>".>20',· 1 /55. 20 ' --r--Irv IV 18.6' ---- 9870 Sq.Ft 0.227 Acres ----- ~O)~.~ * '/ I"" ICj 13.2' I I 1 ~I tol m I ~I ~I "I f:l I~ ..-1 01 z 1 20' c:;/ I I 1 1 1 I / /' I 6 \5350 \ I 10860 Sq. Ft 1 0.249 Acres 1 ~I 1 20' Emergency 1 access easement I---Ree. No. I o m w . m "" o (\j o z 5 \53561 8070 Sq.Ft 0.185 Acres o lD "" (T) ..-1 . lD "" o ..-1 ru o UJ 4 15362\ 8070 Sq.Ft 0.185 Acres ,--------------------~~ ,._---- 10' Private utility easement ~ -.-.......... o m "" (T) ..-1 w m "" o "r1 . ru o z 60.00' 3 153681 8070 Sq.Ft 0.185 Acres -m 'T o ..-1 ° ru o UJ 50.00' 2 153741 8070 Sq.Ft 0.185 Acres w . lD "" o ..-1 . ru o z 8.50 Sq. Ft. " 57.58' l=11.08' /1= 25'23'3 " R=25.00' 1 15380 \ 8350 Sq.Ft 0.192 Acres ill " (T) m o --------'----1r_:...-1~_..::5~3r·~0:0::' :-::-::-:--e ___ .fl6§5 ...... Q.04L' _-=~:...Jlt~:T....J. __ --!;8;!.:4!..:. . .:;2.:!9_' -__ ~ __ --15~0~ . ..2.200 ' 60. 00 ' .... --. ------------------- g S87°49'15"E 128.04' 1.79_'__ ----~--~~~~T-~---J5~0~.£0~0~'--~L--~5~0~.0~OL,~-~~I~~: -1.0 C\J lD m lD m ru ru m 0 NE 16th St. ~ ru (T) Q) u c Q) .... ij.L.../-L"(LL -L.LL...L 5W Corner of the ~-NE quarter of the Private access 5E quarter of 5ection easement Rec. ----------- '0 o o 3' TOTAL ACREAGE: \ 3, Townsh ip 23 north, No. 20060914001333 Range 5 east, W.M. OVERALL -B6430 SQ. FT.I 1.9B4 ACRES LEGEND: o = MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. ~ = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • = SET #4 RE8AR WITH YELLOW PLASrIC CAP STAMPED " 22338/3S965". 16230 Sq.Ft. S87°49'15"E 487.74' I Jf To Be Dedicated NE 16TH ST See Road Dedication Note on Sheet 1 of 3 o 30 60 I I I SCALE: 1" 30' CENT~~ P~NTE Surveying, Inc., P.S. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax INDEX DATA: SURVEY FOR: Ul a LINE L1 L2 L3 L4 L5 R=95.00' /':,.= 21 °55' 27" L=36.35' W t. ·M 3' x 'Ox ~I III BEARING 587 '49' 15"E 502'10'45"1'1 S21 ·13'20"1'1 528·46'34"1'1 N02·10'45"E DISTANCE 20.00' 76.22' 3.01' 1. 03' 76.22' LINE ARC DELTA RADIUS C1 34.69' 44'10'02" 45.00' C2 28.50' 25 ·07' 27" 65.00' C3 14.29' 18·11'49" 45.00' C4 50.82' 44'47'45" 65.00' NE-SE 03 T23N KBS Development Corporation 12320 NE 8U1 Street, Su i te 100 Be llevue, WA 98005 en m ..-1 w m "" o ..-1 ° ru o z WM 199991= Lot address, DRAWN BY: D Woods CHECKED BY: S Woods DATE: lOB NO.: KING COUNTY, WASHINGTON 1459 May 1. 2007 SCALE: 1" = 30' DRAW-LNG NAME: SP4 SHEET 3 OF 3 / 21 ' . .I I. 1 21' / / / / 1 . . ' . • ; , WINDSTONE DIV. IV SHORT PLAT Land Use Action No. LUA-04-135-SHPL Land Record No. LND-20-0400 A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., KING COUNTY, DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SHORT 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. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. byR j' ~.in B. Taylor Pesident-KBS 0 Washington Cor /"'/ ./ Corp. ~W. Ruddell Secretary-KBS Development a Washington Corporation Corp. treasurer-KBS Development Corp. a Washington Corporation ington Federal Saving. a United States corpol~tion DJ? ~ 5/2 vICE rK..€SIj)aJ{ ~'! j"'~ES S. QAby APPROVALS: EXAMINED AND APPROVED TH~S -+-,M"-LL-IA-+1"",,: . ~_ 2007. WORKS KINCf cou}ny DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS 23o:e!. DAY OF 1J&07/ 2007. !cuili/OM! fuM J1tv1 Icc KING COUNTY ASSESSOR ROAD DEDICATION: THE DEDICATION FOR THE RIGHT-OF-WAY OF NORTHEAST 16TH STREET WAS DEEDED TO THE CITY OF RENTON AND IS FILED UNDEFl RECORDING NO. UZ0705 Z 3~z.z.r ~ THE DEDICATION FOR THE RIGHT-OF-WAY OF NORTHEAST LYONS PLACE NE WAS DEEDED (> TO THE CITY OF RENTON AND IS FILED UNDER RECORDING NO. 2.ot?7&>1j Z30pZZlo THE OWNER/DEVELOPER. SHALL DEFEND, INDEMNIFY AND HOLD THE CITY OF RENTON. ITS OFFICERS, OFFICIALS. EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM. INJURIES. DAMAGES. LOSSES OR SUITS INCLUDING ATTORNEY FEES, ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS. WATER UTILITY, SANITARY SEWER UTILITY, OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS. AND/OR ASSIGNS OFrHE OWNER/DEVELOPE~ SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ACKNOWLEDGMENT: STATE OF WASHINGTON ) COUNTY OF t<ffJ ~ss ON THIS I () r:f;:J-DA Y OF __ -,IYI-,--PJ 2007. BEFORE ME. THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTO~ DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED KOLIN B. TAYLOR. ROBERT W. RUDDELL. AND SOLOMON V. AVZARADEL PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT. THE SECRETARY AND THE TREASURER. OF KBS DEVELOPMENT CORPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED . AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. HERETO AFFIXED THE DAY AND YEAR IN THIS PRINT NOTARY NAME ACKNO WLEDG MENT: ~TATE OF WASHINGTON ) !( <.tA! » SS COUNTY OF l¥-=..J. . l (1l! M 1,''1 ON THIS _ DAY OF Iqn.UI-_______ ~ 2007. BEFORE ME. THE UNDERSIGNE~ A NOTARY PUBLIC IN ANn FOR THE STATE OF WASHINGTON. DUL Y COMMISSIONED AND SWORN. PERSONALLY APPEARED vl1;Jt~f e. CIM'1 TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EvtlJENCE) TO BE THE S(. Vg:£ tll£f;:Q~fV"( OF WASI-·[NGTON FEDERAL SAVINGS, THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE ?l~TE Or:WASHINGTON. RESIDING IN MRkLAAJb MY COMMISSION EXPIRES: 8'-3tJ-09 ~----\;':Urlt',( G. ~AfArfer • PRINT NOTARY NAME RECORDING NO. VOLUME/PAGE LUA-04-135-SHPL LND-20-0400 RANGE 5 E., W.M. WASHINGTON PLAT NOTES: 1) THE MONU~ENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1148732, DATED SEPT. 26. 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 22. 1998. THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) THE ARTICLES OF INCORPORATION FOR WINDSTONE HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. WASHINGTON. THE WINDSTONE HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOR MAINTENANCE. AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. THE WINDSTONE DIV. IV PROPERTY IS SUBJECT TO/SHALL BE SUBJECTED TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONER lOGE (A.K.A WINDSTONE). KING COUNTY RECORDING NO. 20051020000338. AS AMENDED (THE CC&RS) BY AMENDMENT TO THE CCGRS. IF THE HOA IS DISSOLVED OR FAILS TO PAY PROPERTY TAXES FOR A PERIOD OF 18 MONTHS. THE OWNER OF EACH LOT WITHIN DIV. IV AND ANY PREVIOUS OR SUBSEQUENT DIVISIONS SUBJECTED TO THE CCGRS SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN ANY AND ALL COMMON AREAS AND SHALL SHARE EQUALLY IN ALL ATTENDANT FINANCIAL AND MAINTENANCE OBLIGATIONS. 6) THE APPLICANT SHALL BE REQUIRED TO PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FRONT YARD SETBACK AREA OF ALL LOTS WITHIN THE SHORT PLAT. THE APPLICANT SHALL BE REQUIRED TO RECORD A RESTRICTIVE COVENANT AGAINST THE PROPERTY PRIOR TO FINAL SHORT PLAT RECORDING. WHICH INDICATES THAT TWO TREES ARC REQUIRED TO BE PLANNED WITHIN THE FRONT YARD SETBACK AREA OF EACH NEW LOT. fHIS COi\jUJ:TIUrl SHALL Be SUIJJECT TO'THc-REVIEi-iN,O ,c.PPRUVI\L q OF THE DEVELOPMENT SERVICES ICES DIVISION AND THE TREES SHALL BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. BASIS OF BEARING: WASHINGTON STATE LAMBERT GRID-NORTH ZONE AS DETERMINED BY GPS OBSERVATION. RENTON CONTROL MONUMENTS: CITY OF RENTON CONTROL POINT 2097. CONTROL POINT 2097 WAS FOUND TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 191108.643 FT./ 1316760.378 FT. CITY OF RENTON CONTROL POINT 1845. CONTROL POINT 1845 WAS FOUND TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 186170.657 FT./ 1316637.843 FT. DECLARATION OF PROTECTIVE COVENANTS: ALL OF THE PROPERTY LOCATED WITHIN THIS SHORT PLAT SHALL BE HELD. SOLD. AND CONVEYED SUBJECT TO THE FOURTH AMENDMENT TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONE RIDGE (A.K.A. WINDSTONE) FILED UNDER RECORDING NUMBER 21'>0 '7 OS 7«3 lX>2,.Z-z. ~ THIS PROPERTY IS SUBJECT TO THE DECLARATION OF RESTRICTIVE COVENANTS FOR TREES FILED UNDER RECORDING NUMBER ZOe 70 S 1. 3 &>ozz.:zr THIS PROPERTY IS SUBJECT TO THE DECLARATION OF RESTRICTIVE COVENANTS FOR BUILDING RESTRICTION ON LOT 7 FILED UNDER RECORDING NUMBER -Zb~7"5 Z3 t!)£!ZZZO RECORDING CERTIFICATE: Re CONFORMED COPY Fi LAND SURVEYOR'S CERTIFICATE: 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 August, 2006. CENT~~~ PMINTE Surveying, Inc., P.S. 33701 9th Avenue South -F'ederal Way. WA 9B003 253-661-1901 main 253-661-7719 fax INDEX DATA: SURVEY FOR: NE-SE 03 T23N KBS Development Corporation 12320 NE 8th street, Su i te 100 Bellevue, WA 98005 WM luest of 20070523900007 CITY OF RENTON SPM 108 00 PAGE001 OF 003 . 05/23/2007 15:35 KING COUNTY. WA Sb DRAWN BY: CHECKED BY: S Woods KING COUNTY, WASHINGTON o Woods DATE: Jail NO.: 1459 May 1. 2007 SHEET 1 OF 3 SCALE: N/A DRAWING NAME: SP 4 Certificate No. 38965 Superintendent of Records Manager WINDSTONE I)IV. IV SHORT PLAT Land Use Action No. LUA-04-135-SHPL Land Record No. LND-20-0400 RECORDING NO. VOLUME/PAGE LV A-04-135-SHPL LND-20-0400 A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 KING COUNTY, N. , RANGE 5 E., W.M. WASHINGTON LEGAL DESCRIPTIONS: PARCEL A: LOT Z, KING COUNTY BOUNDARY LINE ADJUSTMENT APPLICATION NUMBER LOOL0089, RECORDED UNDER RECORDING NUMBER 20020702900007, RECORDS OF KING COUNTY, WASHINGTON. ' PARCEL B: LOT 3, KING COUNTY SHORT PLAT NUMBER 486017, AS RECORDED UNDER RECORDING NUMBER B703039001, AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NUMBER 8706260950. TOGETHER WITH THE WEST 428.00 FEET OF THE SOUTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165 FEET THEREOF; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION AND EXCEPT COUNTY ROADS; IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NUMBER B6-2-22118-2 ENTERED ON MARCH 12, 1987: EXCEPT THE EAST 164 FEET THEREOF; (BEING KNOWN AS LOT 3 OF KING COUNTY LOT LINE ADJUSTMENT NUMBER S92L0103, RECORDED UNDER RECORDING NUMBER 9209101022, AND OTHER PROPERTY) DOCUMENTS OF RECORD: ~HE-·FCLLOWING REGCRpED DOCUMENTS EFFECT'THE PROPERTY: 8703311602. 2004083~000578. 20040831000~78. 8703039001, 411867, 486017. 20020702900007. 20050318000897. 20050607001536, 20050621002061. AND 20060808001642. AN EASEMENT EXIST UNDER REC. NO, 8608151325. FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM. EASEMENT DOES NOT CONTAIN ENOUGH INFORMATION TO SHOW AN EXACT LOCATION. I K UTILITY EASEMENT NOTE: A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON. KING COUNTY WATER DISTRICT #90. PUGET SOUND ENERGY COMPANY. QWEST. COMCAST. (OTHER PRIVATE UTILITIES). AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS AND PRIVATE DRIVES. THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS AND 5.00 FEET PARALLEL WITH AND ADJOINING ALLEYWAYS AND PRIVATE DRIVES .FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS") ADJACENT TO THE 5-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUpy UP TO AN ADDITIONAL 5-FEET IN WIDTH (FOR A TOTAL WIDTH OF 10 FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF THE AS-BUILT VAULT(S). THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLATION OF FACILITIES. THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL. LAY, CONSTRUCT. RENEW. OPERATE AND MAINTAIN UNDERGROUND PIPE. CONDUIT. CABLES. WIRES. VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC. TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION. STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT. OR FOR TELEPHONE, CABLE TELEVISION. TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENT WITHOUT PERMISSION FROM EASEMENT OWNERS. NEW PRIVATE EASEMENT FOR AND UTILITIES INGRESS, EGRESS 1vlAINTfNANCE AGREEMENT: NOTE: NEW PRIVATE EXCL~SIVE EASEMENT FOR INGRESa EGRESS AND UTILITIES IS TO BE CR ATED UPON ~HE SALE OF LOTS SHOWN ON THIS PLAT. THE OWNERS OF LOTS 1 THRO GH 8 SHALLI HAVE ANI EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONS BILITY FORi MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANC S. THESE A~PURTENANCES AND MAINTENANCE RESPONSIBIL!TIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD. DRAINAGE PIPES. AND TORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT. P IVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON 0 OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY, PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. VICINITY MAP o 1320 2640 t_m __ .. __ t;;:.1~--·1 SCALE: SE 100TH ST w > 1" 1320' <{ :r: SE 102TH ST f-ro " ~ w SE 105TH PL w z UJ w > w <{ > <{ w ~ --' H Z 34 North quarter corner Sec. 3.~ --'\r--- 34 35 S88·37'10"E 2645.46' Twp. 23N., Rng. 5E., W.M. Calculated from King Co. GPS breakdown. (\J LD o (\J m 4i:\r-I 3 587 ·26' 02 "E 'f 2657.25' w ~I West quarter corner Sec. 3, Twp. 23N., Rng. 5E., W.M. Found brass disc in concrete stamped 4/3, incased. ~ I ~ ~ g I ~ I I I~ 'f I~ 5302,87' 1322.81 ' 1322.54 ' ~ m o LO LO OJ S87·49'15"E South quarter corner '" o lO (\J o -)T~ Northeast section corner Sec. 3. ~ Twp. 23N., Rng. 5E .. W.M. ltD Calculated from City of Renton ~ Survey Control Network. (\J City of Renton No. 2097. w East quarter corner Sec. 3, ~ Twp. 23N., Rng. 5E .. W.M, I ~ Found "X" in 10" stone LD monument 0,6' W of 4" X 4" (\J T fence post © top of ditCh'~3 I ~ 1322.81' ~ I I~ r--.. I~ I SITE 1322.54 ' 2645.07' Southeast corner Sec. 3, Twp. 23N., Rng. 5E., W.M. Found monument. incased. . I (\J LD ~I ~ I I I ~I LO (\J "'/ 'f 0 ~ ~ In (\J W (\J (\J In - (\J "<-1 0 Z CONTROL SKETCH I Sec. 3, Twp. 23N., Rng. 5E .. W.M. Found 3" brass disc in /concrete. ~ 1322.32' City of Renton No. 1845.~ 1322.32' 3 2 10 o 500 1000 ~I ~11IiIIIII!--.1 SCALE: 1" -500' CENTRE./.. PAINTE Surveying, Inc., P.S. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE: May 1. 2007 JOB NO.: 1459 SCALE: NA DRAWING NAME: S P 4 INDEX DATA: SURVEY FOR: S88°12'29"E 2644.64' 10 11 Legend: Monument found as noted. Visited April 01, 2005. NE-SE 03, T23N, R5E, WM KBS Development Corporation 12320 NE 8th Street, Suite 100 Bellevue. WA 98005 KING COUNTY, WASHINGTON SHEET 2 OF 3 • . , ". : '. A PORTION OF THE NE 1/4 CITY OF RENTON, DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SHORT 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. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. bY:. -~ ~¢ ~in B. Taylor P esident-KBS D Washington Cor Corp. ~W. Ruddell Secretary-KBS Development a Washington Corporation Corp. treasurer-KBS Development Corp. a Washington Corporation ington Federal Saving, a United States corpol~tion D ~ 5~ vl(£ rR€5llJeJVr- ~'(' ::rttMES .s. (!A/;Y APPROVALS: EXAMINED AND APPROVED THLS -+-MLl.L..l!r-f-r~., ".--'--_ 2007. WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF 2007. KING COUNTY ASSESSOR DEPUTY ASSESSOR ROAD DEDICATION: THE DEDICATION FOR THE RIGHT-OF-WAY OF NORTHEAST 16TH STREET WAS DEEDED TO THE CITY OF RENTON AND IS FILED UNDER RECORDING NO. ________________ __ THE DEDICATION FOR THE RIGHT-OF-WAY OF NORTHEAST LYONS PLACE NE WAS DEEDED TO THE CITY OF RENTON AND IS FILED UNDER RECORDING NO. ________________ __ THE OWNER/DEVELOPER, SHALL DEFEND, INDEMNIFY AND HOLD THE CITY OF RENTO~ ITS OFFICERS, OFFICIAL~ EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM, INJURIES, DAMAGES, LOSSES OR SUITS INCLUDING ATTORNEY FEES, ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS, WATER UTILITY, SANITARY SEWER UTILITY, OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS, AND/OR ASSIGNS OF THE OWNER/DEVELOPER, SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. WINDSTONE I)IV. IV SHORT PLAT Land Use Action No. LUA-04-135-SHPL Land Record No. LND-20-0400 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 KING COUNTY, ACKNOWLEDGMENT: STATE OF WASHINGTON ) COUNTY OF K'51/:9 iSS ON THIS I {} r:JJ DA Y OF !Y1 II ~ . 2007, BEFORE ME, QI-----~ THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED KOLIN B. TAYLOR, ROBERT W. RUDDELL, AND SOLOMON V. AVZARADEL PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT, THE SECRETARY AND THE TREASURER, OF KBS DEVELOPMENT CDRPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, N. , AND ACKNOWLEDGED SAID INSTRUMENT TO BE lHE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS TilE CORPORATE SEAL OF SAID CORPORATION. HERETO AFFIXED THE DAY AND YEAR IN THIS //" ~ NOT~PUOLIC IN AND FOR THE ~TAAE OF WASHUJOTON, RESIDING IN K:P(f(L.f/tt/I/ MY COMMISSION EXPIRES: 8>3C>~oCf etA,'! c: kkrkc ----"=-=-PRINT NOTARY NAME ACKNO WLEDG MENT: STATE OF WASHINGTON ) ) 55 COUNTY OF __ ~~~~~ __ _ ON THIS L (/J1 DAY OF M r! ftJ , 2007, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AM' FOR THE STATE OF WASHINGTON, DUL Y COMMISSIONED AND SWORN, PERSONALLY APPEARED V'1I;Jt€""f e-. CAb'!· TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVtflf:NCE) TO BE THE S(. Vru-1((€f£Oetv'1' OF WASHINGTON FEDERAL SAVINGS, THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN K:£((kLJfAlb MY COMMISSION EXPIRES: <!-3(J,.C7'<tf (:JAr{/s G. ~AfAffer PRINT NOTARY NAME RECOHDING NO. VOLUME/PAGE LUA-04-135-SHPL LND-20-0400 RANGE 5 E., W.M. WASHINGTON PLAT NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 114B732, DATED SEPT. 26, 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENr CONDITIONS AS THEY EXISTED OCTOBER 22, 1998, THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASUREU PERPENDICULAR TO PROPERTY LINES. 5) THE ARTICLES OF INCORPORATION FOR WINDSTONE HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA, WASHINGTON. THE WINDSTONE HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOR MAINTENANCE, AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. THE WINDSTONE DIV. IV PROPERTY IS SUBJECT TO/SHALL BE SUBJECTED TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONERIDGE (A.K.A WINDSTONE), KING COUNTY RECORDING NO. 20051020000338, AS AMENDED (THE CC&RS) BY AMENDMENT TO THE CC&RS. IF THE HOA IS DISSOLVED OR FAILS TO PAY PROPERTY TAXES FOR A PERIOD OF 1B MONTHS, THE OWNER OF EACH LOT WITHIN DIV. IV AND ANY PREVIOUS OR SUBSEQUENT DIVISIONS SUBJECTED TO THE CC&RS SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN ANY AND ALL COMMON AREAS AND SHALL SHARE EQUALLY IN ALL ATTENDANT FINANCIAL AND MAINTENANCE OBLIGATIONS. 6) THE APPLICANT SHALL BE REQUIRED TO PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FRONT YARD SETBACK AREA OF ALL LOTS WITHIN THE SHORT PLAT. THE APPLICANT SHALL BE REQUIRED TO RECORD A RESTRICTIVE COVENANT AGAINST THE PROPERTY PRIOR TO FINAL SHORT PLAT RECORDINa WHICH INDICATES THAT TWO TREES ARC REQUIRED TO BE f::"'ANNED VHTHli~ OlE FRONT '(Arm SETBACK AREA OF EACH NEW LOT. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES ICES DIVISION AND THE TREES SHALL BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. BASIS OF BEARING: WASHINGTON STATE LAMBERT GRID-NORTH ZONE AS DETERMINED BY GPS OBSERVATION. RENTON CONTROL MONUMENTS: CITY OF RENTON CONTROL POINT 2097. CONTROL POINT 2097 WAS FOUND TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 191108.643 FT./ 1316760.378 FT. CITY OF RENTON CONTROL POINT 1845. CONTROL POINT 1845 WAS FOUND TO HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 186170.657 FT./ 1316637.843 FT. DECLARATION OF PROTECTIVE COVENANTS: ALL OF THE PROPERTY LOCATED WITHIN THIS SHORT PLAT SHALL BE HELD, SOLD, AND CONVEYED SUBJECT TO THE FOURTH AMENDMENT TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONE RIDGE (A.K.A. WINDSTONE) FILED UNDER RECORDING NUMBER THIS PROPERTY IS SUBJECT TO THE DECLARATION OF RESTRICTIVE COVENANTS FOR TREES FILED UNDER RECORDING NUMBER __ ---'-_____ _ THIS PROPERTY IS SUBJECT TO THE DECLARATION OF RESTRICTIVE COVENANTS FOR BUILDING RESTRICTION ON LOT 7 FILED UNDER RECORDING NUMBER RECORDING CERTIFICATE: Recording No. ______________________ ~ __________ _ Filed for record this ____ day of _________ ~, 2006 at __ LAND SURVEYOR'S CERTIFICATE: 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 August, 2006, CENT~ P INTE Surveying, Inc., P.S. INDEX DATA: NE-SE 03, T23N, R5E, WM SURVEY FOR: KBS Development Corporation 12320 NE 8th Street, Su i te 100 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax Be 11 evue, WA 98005 _. M. in book __ of ________ at page __ at the request of Stephen H. Woods. DRAWN BY: D Woods CHECKED BY: S Woods DATE: May 1, 2007 JOB NO,: 1459 KING COUNTY, WASHINGTON Manager Superintendent of Records SCALE: N/A DRAWlllG NAME: SP 4 SHEET 1 OF 3 .. ' WINDSTONE DIV. IV SHORT PLAT Land Use Action No. LUA-04-135-SHPL Land Record No. LND-20-0400 RECORDING NO. VOLUME/PAGE LUA-04-135-SHPL LND-20-0400 A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., KING COUNTY, RANGE 5 E., W. M. WASHINGTON LEGAL DESCRIPTIONS: PARCEL A:. LOT Z, KING COUNTY BOUNDARY LINE ADJUSTMENT APPLICATION NUMBER LOOLOOB9, RECORDED UNDER RECORDING NUMBER 20020702900007, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B: LOT 3, KING COUNTY SHORT PLAT NUMBER 486017, AS RECORDED UNDER RECORDING NUMBER 8703039001, AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NUMBER 8706260950. TOGETHER WITH THE WEST 428.00 FEET OF THE SOUTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165 FEET THEREOF; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF OF THE SOUTH HALF OF THE SOUTH HALF OF SAID SUBDIVISION AND EXCEPT COUNTY ROADS; IN ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NUM8ER 86-2-22118-2 ENTERED ON MARCH 12, 19B7: EXCEPT THE EAST 164 FEET THEREOF; (BEING KNOWN AS LOT 3 OF KING COUNTY LOT LINE ADJUSTMENT NUMBER S92L0103, RECORDED UNDER RECORDING NUMBER 9209101022, AND OTHER PROPERTY) DOCUMENTS OF RECORD: THE FOLLOWING RECORDED DOCUMENTS EFFECT THE PROPERTY: 8703311602, 20040831000578, 20040831000578, 8703039001, 411867, 4B6017, 20020702900007, 20050318000897, 20050607001536, 20050621002061, AND 20060808001642. AN EASEMENT EXIST UNDER REC. NO. 8608151325, FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM. EASEMENT DOES NOT CONTAIN ENOUGH INFORMATION TO SHOW AN EXACT LOCATION. UTILITY EASEMENT NOTE: A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON, KING COUNTY WATER DISTRICT #90, PUGET SOUND ENERGY COMPANY, QWEST. COMCAST, (OTHER PRIVATE UTILITIES), AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS AND PRIVATE DRIVES, THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS AND 5.00 FEET PARALLEL WITH AND ADJOINING ALLEYWAYS AND PRIVATE DRIVES .FURTHER EASEMENTS ARE RESERVED OVER PRIVATE LANDS FOR VAULTS, PEDESTALS AND RELATED FACILITIES ("VAULT EASEMENTS") ADJACENT TO THE 5-FOOT WIDE UTILITY EASEMENT RESERVED IN THE PRECEDING SENTENCE AS FOLLOWS: THE VAULT EASEMENT MAY OCCUpy UP TO AN ADDITIONAL 5-FEET IN WIDTH (FOR A TOTAL WIDTH OF 10 FEET) WITH THE LENGTH OF EACH VAULT EASEMENT EXTENDING 5 FEET FROM EACH END OF THE AS-BUILT VAULTffil. THE NUMBER AND LOCATION OF VAULT EASEMENTS WILL BE "AS INSTALLED" DURING THE UTILITY'S INITIAL INSTALLATION OF FACILITIES. THE EASEMENTS ARE RESERVED AND GRANTED IN ORDER TO INSTALL, LAY, CONSTRUCT, RENE~ OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CA8LES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SU8DIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION. NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND. NO PERMANENT STRUCTURE SHALL BE PLACED WITHIN THE EASEMENT WITHOUT PERMISSION FROM EASEMENT OWNERS. EASEMENT FOR EGRESS AND UTILITIES NEW PRIVATE INGRESS, MAIN'TIE]NANCE AGREEMENT: NOTE: NEW P~IJATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CR$AiED UPON THE SALE OF LOTS SHOWN ON THIS PLAT. THE OWNERS OF LOTS 1 THROUG~ 8 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTEjNANCES.1 THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES. AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT. PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. VICINITY MAP o 1320 2640 -I -~::JIJ--.I SCALE: SE 100TH 8T l1J > 1" 1320' « :r: SE 102TH ST I- [Xl ~ ...., 8E 105TH PL l1J z l.LI en l1J > l.LI « > « l1J ~ ....J H Z 34 ~~ S88°37'10"E 2645.46' 34 35 North quarter corner Sec. 3~'~ Twp. 23N., Rng. 5E., W.M. Calculated from King Co. GPS breakdown. C\J to o C\J m S87°26'02"E oq 4b- r 3 2657.25' w .., "'<t West quarter corner Sec. 3, Twp. 23N., Rng. 5E., W.M. Found brass disc in concrete stamped 4/3, incased. ~ I~ I oK ~ ~ I ~ 1 I I~ "'<t I~ 5302.87' 1322.81' 1322.54' .., m o to to ru S87 °49' 15 "E ~ South quarter corner "ri o to ru ° 1 Sec. 3, Twp. 23N., --)T~~ Northeast section corner Sec. 3. ~ Twp. 23N., Rng. 5E., W.M. fill Calculated from City of Renton ~ Survey Control Network. ru City of Renton No. 2097. w East quarter corner Sec. 3, ~ Twp. 23N., Rng. 5E., W.M. I ~ Found "X" in 10" stone to monument 0.6' W of 4" X 4" ru fence post@ top O~Ch·'::>3 I ~ T 1322.81' ~ I SITE 1322.54 ' 2645.07' Southeast corner Sec. l Twp. 23N., Rng. 5E., W.M. Found monument, incased. . I ru to ~I ~ I -I I - "'<t 0 ~ ~ to ru w , ru C\J - to C\J' . .... 0 z CONTROL SKETCH Rng. 5E., W.M. Found 3" brass disc in /concrete. ~ 1322.32' City of Renton No. 1845.~ 1322.32' 3 2 10 o 500 1000 L:J L __ ~ ___ ~:J SCALE: 1" -500' CENT~ pw~ INTE Surveying, Inc., P.S. 33701 9th Avenue South-Federal Way, WA 95003 253-661-1901 mam 253-661-7719 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE: May 1, 2007 JOB NO.: 1459 SCALE: NA DRAWING NAME: SP4 INDEX DATA: SURVEY FOR: --S88°12'29"E 2644.64' 10 11 Legend: Monument found as noted. Visited April 01. 2005. NE-SE 03 T23N R5E, WM KBS Development Corporation 12320 NE 8th Street, Su i te 100 Bellevue, WA 98005 KING COUNTY, WASHINGTON SHEET 2 OF 3 ., WINDSTONE DIV. IV [ RECORDING NO. J VOLUME/PAGE '------.....I ~~ SHORT PI.JAT LUA-04-135-SHPL LND-20-0400 w A PORTION OF THE NE CITY OF RENTON, Land Use Action No. LUA-04-135-SHPL Land Record No, LND-20-0400 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., KING COUNTY, RANGE 5 E" W. M. WASHINGTON To Be Oed icated, / / / / 1 See Road Dedication Note on Sheet 1 of 3 0.4'W -x x-----x 6" Wood fence I I I I l? , , ~ , , __ I, , L ~I ~I ~I tEo lD w ...... o lf1 (\J " ..... 0' z 63.00' lf1 ----- 8 w 8820 Sq. Ft ...... 0.202 Acres 0 lf1 (\J 10' Private utility easement ...... o z ---_1 / / 15' Private water easement Rec No, 20040831000578 i~ Rec. NO.20050607001536 -'-C) ;1 /~-, //\;-\vl S87"49' 15"E 525.41' lf1 ' ~ ,~ - - - - - --- - ---<o~. • '-; "> ~ :;&20'" '/55.20' --r--Irv 18.6' 9870 Sq.Ft 0.227 Acres ~O)$?'r '/ /~ ICJ 13.2' I I 1 8, w/ 0) / ~, ~, "I ~ I~ ...... 0' z , ",/ CJ/ / , I , I I IV / /' 6 153501 , 10860 Sq. Ft / 0.249 Acres , ~, , 20' Emergency I access easement Rec. No. 20' k--__________ __ 8.3"-__ ' o lf1 '" (TJ "r1 w . lf1 '" ° ..... (\J o z 50.00' 5 153561 8070 Sq. Ft O. 185 Acr'es o LD '" (TJ ...... ru o UJ 50.00' 4 153621 B070 Sq.Ft 0.185 Acres o lf1 '" (TJ .,.., W lf1 '" o ...., (\J o z 60.00' 3 153681 8070 Sq.Ft 0.185 Acres o lf1 '" (TJ ..... (\J o UJ 50.00' 2 153741 8070 Sq.Ft 0,185 Acres o lf1 '" (TJ ...... w . lf1 '" o .,.., . ru o z B.50 Sq. Ft. "- 57.58' L=11.08' /}.= 25'23'3 " R=25.00' 1 153801 8350 Sq.Ft 0,192 Acres m " (TJ lf1 (">.'<> <;:)<;:) 10' Private ~j. utility ,",0~<;:) <:) ________ -_---<-=1...:....:-.,' a 1----------~ ---- 53.00' ----------5.04' f ~~.v<;:) _ _ _ easemen ." 00<;:)~<;:)' o 84.29' ---" - --- - --- ---..1 ------_ _ oJ' ~ \,.~. 1 . 79 ..... _' _!f~~...J.._---'!.:!c-"'!""'--_~ ___ §5QO~. QOQO':" ___ "' ___ !:5~O"". !!O!!O.:.' il-L-_-=~60~, O~O~' -=-=~t-='::'~5~~0. O~O~' -=Joct-=~ ~~.\ rri U'l OJ o o lf1 (\J lf1 (\J S87"49'15"E 128.04' "'"" y' \P \ m If) lf1 ~ ;,. \ lf1 g To Be Dedicated (})l>.\ ., ~~-;~~~~~::2(~~~~~2222~==1r=::~~(\J~~~~2L~Z2~~--~~~~~~~~~~~~~~~~ __ ~S~::~~~~~'~~ __________________ ~ ____ ~~R:=9:5~'~0:0~'~~~l>\ 16230 Sq. Ft. NE 16T ee Road Dedication lf1 /1= 21 "55' 27" ~ 1.'0, ! NE 16th St. // H ST Note on Sheet 1 of 3 0 L=35.35' y.i,\ ~ .L .. L . .L tl-L ..L... L..L -L (TJ -:? ~ S87049'15"E487.74; \0 SW Corner of the ~ NE quarter of the Private access ._---------- I K c SE quarter of Section easement Rec. ~ 3, Township 23 north, No,20060914001333 X OJ c.. u o o 3: TOTAL ACREAGE: Range 5 east, W.M. OVERALL -86430 SQ. FT./ 1.984 ACRES LEGEND: ~ ~ MONUMENT FOUND AS NOTEO. VISITED AUGUST 7, 2001. )8( ~ SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". o 30 60 -I -t;j----I SCALE: 1" 30' CENT~~ PMINTE Surveying. Inc., P.S. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax INDEX DATA: SURVEY FOR: ·rl 3: ux ~\ ill LINE BEARING DISTANCE L1 587 '49' 15"E 20.00' L2 502 '10' 45"W 76.22' L3 521 '13 '20"W 3.01' L4 S28'46'34"W 1.03' L5 N02'10'45"E 76.22' LINE ARC DEll A RADIUS Cl 34.69' 44'10'02" 45.00' C2 28.50 ' 25 '07' 27" 65.00 ' C3 14.29' 18'11'49" 45.00' C4 50.82' 44'47'45" 65.00' NE-SE 03 T23N KBS Development Corporation 12320 NE 8th Street, Su i te 100 Bellevue, WA 9B005 m lf1 .,.., w .. lf1 '" o ...... . (\J o Z " .'~ .. 21 ! WM 199991~ Lot address. DRAWN BY: CHIi:CKED BY: S Woods KING COUNTY, WASHINGTON o Woods DATE: JOB NO.: EXPIRES:: /23i:?t!JO'P 1459 May 1. 2007 SHEET 3 OF 3 SCALE: 1" = 30' DRAWING NAME: SP4 / 21 ' I . I 21 '// / / .' · . · • • r DECLARATIO N: A PORTION OF THE NE 1/4 CITY OF RENTON, KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOf WE HAVE SET OUR HANDS AND SEALS. by: Kolin B. Taylor President-KBS Development Corp. a Washington Corporation Solomon V. Avzaradel Treasurer-KBS Development Corp. a Washington Corporation Robert W. Ruddell Secretary-KBS Development Corp. a Washington Corporation Washington federal Savings. a United States Corporation by: its: DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN fOR THE BENEfIT TO ACCRUE FROM THIS SUBDIVISION. BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT(S) SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS. OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. APPROVALS: EXAMINED AND APPROVED THIS ____ DAY OF ________ 2007. CITY Of RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF 2007. KING COUNTY ASSESSOR DEPUTY ASSESSOR ROAD DEDICATION: THAT PORTION DEDICATED FOR THE RIGHT-Of-WAY OF KITSAP PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER THE OWNER/DEVELOPER. SHALL DEFEND. INDEMNIFY AND HOLD THE CITY OF RENTON. ITS OFFICERS. OFFICIALS. EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM. INJURIES. DAMAGES. LOSSES OR SUITS INCLUDING ATTORNEY FEES. ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS. WATER UTILITY. SANITARY SEWER UTILITY. OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS. AND/OR ASSIGNS OF THE OWNER/DEVELOPER, SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. WINDSTONE DIV. III SHORT PLAT Land Use Action No. LUA-04-136-SHPL Land Record No. LND-20-0399 OF THE SE 1/4 OF SECTION 3, TOWNSHIP KING COUNTY, 23 N., ACKNO WLEDG MENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF 2007. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED KOLIN B. TAYLOR. ROBERT W. RUDDELL. AND SOLOMON V. AVZARADEL PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT. THE SECRETARY AND THE TREASURER. OF KBS DEVELOPMENT CORPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERtTO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNOWLEDGMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF . 2007. BEFORE ME, THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DUL Y COMMISSIONED AND SWORN. PERSQNALL Y APPEARED _________ _ TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE Or WASHINGTON FEDERAL SAVINGS. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HEFIt:TO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME RECORDING NO. VOLUME/PAGE LUA-04-136 LND-20-0399 RANGE 5 E., W.M. WASHINGTON PLAT NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY fIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS Of WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1201076. DATED AUGUST 18. 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 6. 2004. THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) 6) THE ARTICLES OF INCORPORATION FOR WINDSTONE HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. WASHINGTON. THE WINDSTONE HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOR MAINTENANCE. AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. THE WINDSTONE DIV. III PROPERTY IS SUBJECT TO/SHALL BE SUBJECTED TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONERIDGE (A.K.A WINDSTONE). KING COUNTY RECORDING NO. 20051020000338. AS AMENDED (THE CC&RS) BY AMENDMENT TO THE CC&RS. IF THE HOA IS DISSOLVED OR FAILS TO PAY PROPERTY TAXES FOR A PERIOD OF 18 MONTHS. THE OWNER OF EACH LOT WITHIN DIV. III AND ANY PREVIOUS OR SUBSEQUENT DIVISIONS SUBJECTED TO THE CC&RS SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN ANY AND ALL COMMON AREAS AND SHALL SHARE EQUALLY IN ALL ATTENDANT FINANCIAL AND MAINTENANCE OBLIGATIONS. THE APPLICANT SHALL BE REQUIRED TO PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FRONT ~ARD SETBACK AREA OF ALL LOTS WITHIN THE SHORT PLAT. THE APPLICANT SHALL BE REQUIRED TO RECORD A RESTRICTIVE COVENANT AGAINST THE PROPERTY PRIOR TO FINAL SHORT PLAT RECORDING. WHICH INDICATES THAT TWO TREES ARE REQUIRED TO BE PLANTED WITHIN THE FRONT YARD SETBACK AREA OF EACH NEW LOT. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION AND THE TREES SHALL BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW. PRIVATE NON-EXCLUSIVE EASEMENTS FOR INGRESS. EGRESS AND UTILITIES ARE HEREBY CREATED UPON RECORDING OF THIS SHORT PLAT. THE OWNERS OF LOTS 5 AND 6 OF THIS DIV. III AND THE OWNER OF LOT 35 OF THE PLAT OF STONERIDGE (A.K.A. WINDSTONE). KING COUNTY RECORDING NO. 20051020000337. SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN. THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD. DRAINAGE PIPES. AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE. AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED. UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. PLAN FlEVIF\t\ CI1Y OF RENTO" ~lAF< 1 5 2007 RECEIVED RECORDING CERTIFICATE: Recording No. _______________ _ Filed for record this ___ day of _____ ~. 2007 at _:_ LAND SURVEYOR'S CERTIFICATE: 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 August. 2006. CBNT~~ PMINTE Surveying, Inc., P.S. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax -, INDEX DATA: SURVEY FOR: NE-SE 03, T23N, R5E~ WM KBS Development Corporation 12320 NE 8th Street. Su i te 100 Be 11 evue, WA 98005 _.M. in book __ of at page __ at the request of Stephen H. Hoods. Manager Superintendent of Records ,,{t?{P Certificate No. 38965 DRAWN BY: DATE: SCALE: CHECKIID BY: S Wo 0 d s KING COUNTY, WASHINGTON D Woods JOB NO.: 1459 Oct. 10. 2006 N/A DRA1YING NAME: SP3 SHEET 1 OF 3 A PORTION OF THE NE 1/4 CITY OF RENTON, WINDSTONE DIV. III SHORT PLAT Land Use Action No. LUA-04-136-SHPL Land Record No. LND-20-0399 OF THE SE 1/4 OF SECTION 3, TOWNSHIP KING COUNTY, 34 23 N., RANGE 5 E., W.M. WASHINGTON LEGAL DESCRIPTION: Lot 8, City of Renton Lot Line Adjustment Number LUA-04-136-LLA, recorded under Recording Number 20060119900011, in King County, Washington. being a portion of the Northeast quarter of the Southeast quarter of Section 3, Township 23 North, Range 5 East, Willamette Meridian, in King County, Washington. 3~4r--North quarter corner Sec. Twp. 23N., Rng. 5[., W.M. Calculated from King Co, GPS breakdown. S88"37'10"E 2645.46' 35 --------:;Tl1 Northeast section corner Sec. 3, ~ BASIS OF BEARING: Washington State Lambert Grid -North Zone as determined by GPS observation. 4M-- C\J U1 o C\J 01 S87°26'02"E "'f 2657.25' Twp. 23N., Rng. 5E., W.M. ftei Calculated from City of Renton ~ Survey Control Network. C\J City of Renton No. 2097. UJ East quarter corner Sec. 3, _ 5302.87' Twp. 23N., Rng. 5E.. W. M. I ~ Found "X" in 10" stone U1 monument 0.6' W of 4" x 4" (\j RENTON CONTROL MONUMENTS: r 3 UJ 1322.81 ' fence post @ top of ditCh 4 ~ T ---3 2 1322.81 ' City of Renton Control Point 2097. Control Point 2097 was found to have a Lambert Grid North Zone coordinate of 191108.643 ft.! 1316760.378 ft. City of Renton Control Point 1845. Control Point 1845 was found to have a Lambert Grid North Zone coordinate of 186170.657 ft.! 1316637.843 ft. West quarter corner Sec. 3, Twp. 23N., Rng. 5E., W.M. Found brass disc in concrete stamped 4/3, incased. : ~ "'f "'f C\J 0 ~ 0 z I~ I~ I t~---, I~~ . I (\j If) ~I ~ . UTILITY EASEMENT NOTE: I CONTROL SKETCH I~ LO I~ A private easement is hereby reserved for and granted to the City of Renton. King County Water District #90. Puget Sound Energy Company. Qwest. Comcast. (other private utilities), and their respective successors and assigns under and upon all private streets. alleyways and private drives. the exterior 10 feet parallel with and adjoining the street frontage of all lots and tracts and 5.00 feet parallel with and adjoining alleyways and private drives .Further easements are reserved over private lands for vaults. Pedestals and related facilities ("Vault Easements") adj acent to the 5-foot wide ut i 1 ity easement reserved in the preceding sentence as follows: the Vault Easement may occupy up to an additional 5-feet in width (for a total width of 10 feet) with the length of each Vault Easement extending 5 feet from each end of the as-built vault (s). The number and location of Vault Easements will be "as installed" during the utility's initial installation of facilities. The easements are reserved and granted in order to install. lay. construct. renew. operate and maintain underground pipe. conduit. cables. wires. vaults and pedestals with necessary facilities and other equipment for the purpose of serving th is subdivision and other property with e lectr iC. telephone. gas. te lecommunications. data transmission, street 1 ights and uti 1 ity service together with the right to enter upon the lots and tracts at all times for the purposes herein stated. These easements entered upon for these purposes shall be restored as near as possible to their original condition. No lines or wires for transmission of electric current. or for telephone, cable television, telecommunications or data transmission uses shall be placed or permitted to be placed within this easement unless the same shall be underground. No permanent structure shall be placed within the easement without permission from easement owners. Yard Setback Note: A 5' yard setback for Lot 5 from the southern property line and for Lot 6 from the northern property line has been deSignated per City of Renton standards. r --1322.54' o 500 1000 _I -f----1---1 --2645.07' C\J I~ SCALE: 500' 1" Legend: "'f I~ South Quarter corner I Sec. 3, Twp. 23N., Rng. 5E., W.M. Found Southeast corner Sec. 1 noted 3" brass disc in Twp. 23N., Rng. 5E .. W.M. ~ = Monument found as Vis ited Apr il 01. 2005.' /concrete. Found monument. incased. I City of Renton No. 1845.~ ~ ____ 1322.32~ 1322.32' 3 2 10 SSso12'2n2644.64'------10 11 DOCUMENTS OF RECORD: The following Recorded Documents effect the property: 20040831000521. 20051201000095, 20060502000615. 411867 20040429000792. 20040913002100, 20040526000446. 20050621002061, 20051020000338, 20051207002324. and 20060119900011 . ~ ___ R_EC_O_R_D_IN_G_N_O_' ____ ~[, _____ VO_L_UM __ E!_P_A_G_E __ ~ __ ~ I K LUA-04-136 LND-20-0399 VICII~ITY MAP o 2640 -I-_~~"'I 1" 0' ~ ltJ (f) SE 100TH ST ltJ > <t I SE 102TH ,§I f-cc SE 105TH SITE q " .... PL ltJ z ltJ > <t ltJ ....J 'r--~ I ..,J-,,---l..... ~~(J~ISSA~ /s'C.-MA Y VALLEY COUNTY PARK CENT~~ P~INTE INDEX DATA: EXPIRES) /:J-3/lJ7 Surveying, Inc., P.S. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: 0 Woods CHECKED BY: S Woods DATE: Oct. 10, 2006 JOB NO.: 1459 SCALE: NA DRAWING NAllE: SP3 SURVEY FOR: NE-SE 03 T23N R5E. WM K8S Development Corporation 12320 NE 8th Street, Suite 100 8e llevue, WA 98005 KING COUNTY, WASHINGTON SHEET 2 OF 3 On (f) 't- RECORDING NO. /' /' /' /' VOLUME/PAGE /' /' ~ NW corner NE, SE ~ '--Sect ion 3. Iw WINDSTONE DIV. /' /' \,-/'/' /'/'/' III ~. o~ .r-. SHORT PLAT /' /' / /' / /' / /' LUA--04-136 LND-20-0399 Ul· CIJCIJ o ~ ..-1Ul o Z Found rebar with yellow cap ctamped "GEO-D X5025" 144.14' I I~ IDI A TTr::.-1\ VI ~I LT\ 1 1 L_U 1 O. l' East of line. I 1 la, C\J o Ul C\J ~ W : ~ 0 Ul CIJ 0 ..... 0 Z CIJ o o I.D QJ U C QJ 'l- o o 3 ill o o Found 1.5" iron pipe. 0.5' East and 0.2' North of lines. 2 118071 7, 860 SF . S87°37'38"E 120.49' 1 118011 7.450 SF 111.50 ' S87°37'38"E 153.50' (RADIAL) 10' Utility", .1 Easement 'I y I ' /1 ~ / I io~ I of? / I I I / I I / \ / \,' , f'J \ • (Y) f'J. I ([J C\J I u .. j!D ([J (TJ. I II ..... -J I 1/ I <I I I I I 10' ~ f7<J' / ~ 1/ I II-...J " 21' South line of the N ~----of the NE1/4 of the SE1/4 of Section 3. 1/2 I I 21'/ c,'w"t,. ,,,aL '''~~, " Ul CIJ o ..... o z -------- sw corner NE. SE CUDn 3. ----- TOTAL ACREAGE: OVERALL -51,530 SQ. FT.I 1.415 ACRES LEGEND: Stone Ridge (A.K.A. I ~ Winds tone) Rec. No. ~ 20051020000337. .(t yp.) '"'-; ---- 1 K : l I 10' \_ I \ \ \ \ \ o ~ = MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. r C\I 21' ~ 20 I / // /'~ / // 15' Water Line / / Easement Rec. No's /S8 / 20040831000521. 1/ 7°37'~8"E 402.08' 128.26' 4 / 45' Easement For ~ Emergency Access --Rec. No. _____ _ 3 118041 8. 570 SF NEW PRIVATE 26' ACCESS & UTILITY EASEMENT FOR LOTS 5, 6 AND LOT 35 OF PLAT OF STONERIDGE J -----·13(1. 00' 1 Iyl-" L. \J L T\ ':<1 " C) r)" t.. 1 f"\ [~L.T\ I \~,\, I ~\J. f) (\f\hf\11aa(\{\f\11 L \.) \.) v \.J I h,.,,", \.) \.J \.) I I I I~ IDI "TTr:.-1\ VI~, LT\ 1 1 L...U -.-._---- N02"22'20"E (D " S87°37'38"E 256.56' 81.10' 0 0 Ul C\J ..... W : 5 CIJ CIJ CIJ 11800 I C\J 0 12. 350 SF C\J 0 Z 116.49' 10.06' 8.77' CIJ 20' Access & utilit-...,.;;;;;:,==========-_"".. 15' S . R=409.00' easement per Plat lD (D aOltary Sewer .. ?-I----Il= 1·34'23" of Stoneridge ".... C\J rI Easement. Per Plat .. r~"~"~.1J-__ L_=_1_1_.2_3_'_~L_~ _____ ,~iS~8~7~03~7~'3~8~"E~~18~5~.3~1~'J~_"~~S,,:=~:=~: __ I __ ~ __ ... _. I I_~~~_rid_ge _________ ~ __ _ . I 150.86' - [ ...:..J I 10' I I I · .... --34. 4S--I 10 ' I : \ !l : I . OJ I fi;~ 3: \ ~ -7 \ I ~~ ~ ,) I 6 I ~~ In \ \ I ~~ £U 1 1732 1 I m~ 0 o \ \ 11. 500 SF I <=.::l z _ ___ I .... UJ \ _-----\ i - - -~.. I 10' C.) \ \ ,)~) I \ 35 \ ;:) I rj.j.. ('\ + ~.j.. ('\ n r') Did r'lr') \ \ I 1'/1.. \..11 ~1..\'.III'1:/ 1\, ,~:1'1:/ 1\1/1\ Ihlindc'-I-" .... nr)) I/\r\/\ vv,,, ,)1..\..1,,'1:", \ 'y' cl 23C), ~)~;~;. Si--'::S5 ____________ \ CBNTf/j:(I NT E 40 I INDEX DATk NE-SE 03, T23N, R5E, WM SURVEY FOR: KBS Development Corporation 12320 NE 8th Street. Suite 100 I I I '7""'1 '-... l..._ 1-- )s( = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". SCALE: SUIVeylng, 1M., P'S. 33701 9th Avenue South -Federal Way. WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: D Woods CHECKED BY: S Woods Be llevue. WA 98005 KING COUNTY, WASHINGTON 199991= Lot address. Oct.. 10 2006 20' 1" DATE: JOB NO.: 1459 EXPIRES :Y/t!-3k>7 SCALE: DRAlflNG NAME: SP3 1" = 20' SHEET 3 OF 3 __ ~ ____ r~' __ ~ __________ ~ ____________ ~ _________ ~ ____________________________________ ___ WINDSTONE SHORT DIV. PLAT III Land Use Action No. LUA-04~136-SHPL Land Record No. LND-20~0399 A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP KING COUNTY, 23 N. , DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT ANU IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR llANOS AND SEALS. by: in B. Taylo esident-KBS 0 elopment Corp. a Washington C ~~ion / /~--, , ./ "'--~ SOI~on V. Avz~adel Treasurer-KBS Development Corp. a Washington Corporation Was ington Federal Saving, a United states Corporation by: JAMES 12;. CAbY its: sR.. V tee p~ iD€1V r DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT(S) SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS. OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. APPROVALS: TH IS I j T1t DA Y 0 F -t.M-'--'-"-h-'-/-y______ 2007. WORKS KING COUNTY DEPARTMENT OF ASSES~TS: EXAMINED AND APPROVED THIS ~ DAY OF~ 2007. ~H~ NOb\~ KING COUNTY ASSESSOR DEPUTY ASSESSOR J, &O..,fj·17 -0 "40 032.?,cS "Q321 q.. u 'c-"\ ~ ROAD DEDICATION: THAT PORTION DEDICATED FOR THE RIGHT-OF-WAY OF KITSAP PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER ko01 0') 23 001.,.1. J (p THE OWNER/DEVELOPER, SHALL DEFEND. INDEMNIFY AND HOLD THE CITY OF RENTON. ITS OFFICERS. OFFICIALS. EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM. INJURIES, DAMAGES, LOSSES OR SUITS INCLUDING ATTORNEY FEES, ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS. WATER UTILITY. SANITARY SEWER UTILITY. OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS. AND/OR ASSIGNS OF THE OWNER/DEVELOPER, SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ACKNOWLEDG MENT: STATE OF WASHINGTON ) COUNTY OF ~ ~SS ON THIS !(}t:JJ DAY OF Mil ct , 2007. BEFORE ME. THE UNDERSIGNED, A NOTARY PUBLIC IN 4:ND FOR TilE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEAnED KOLIN B. TAYLO~ ROBERT W. RUDDELL. AND SOLOMON V. AVZARADEL P~RSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT, THE SECRETARY AND THE TREASURER, OF KBS DEVELOPMENT CORPORATION, THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATIO~ FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXE~ IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. HERETO AFFIXED THE DAY AND YEAR IN THIS ~~~ NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN k!PfKU,vt) MY COMMISSIor~ EXPIRES: 8'-.)()-cQq' (,.<-:' +,'[ r;, S"uic.c..5fe.c PHINT NOTARY NAME ACKNOWLEDGMENT: STATE OF WASHINGTON ) COUNTY OF ON THIS Kn<ff ~ SS ~~ DAY OF __ ~M~XvJ ___ ~ ____ ~ THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOil THE STATE OF WASHINGTON, 2007. BEFORE ME. DUL Y COMMISSIONED AND SWORN. PERSONALLY APPEARED i]lfnra 6'. CAMJ. TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EvtDENCE) TO BE THE sg.f.:1« fll£sP£#r OF WASHINGTON FEDERAL SAVINGS, THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FIIEE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. OF WASHINGTON, RESIDING IN ~lAAId MY COMMISSION EXPIRES: (·3"-0 {' W '(;I G. ~cJ.",r-kr P~INT NOTARY NAME RECORDING NO. VOLUME/PAGE LUA-04-136 LND-20-0399 RANGE 5 E., W. M. WASHINGTON PLAT NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECURDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1201076. DATED AUGUST 18. 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 6. 2004. THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) 6) THE ARTICLES OF INCORPORATION FOR WINDSTONE HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA, WASHINGTON. THE WINDSTONE HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOFI MAINTENANCE, AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. THE WINDSTONE DIV. III PROPERTY IS SUBJECT TO/SHALL BE SUBJECTED TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONERIDGE (A.K.A WINDSTONE), KING COUNTY RECORDING NO. 20051020000338, AS AMENDED (THE CC~RS) BY AMENDMENT TO THE CC~RS. IF THE HOA IS DISSOLVED OR FAILS TO PAY PROPERTY TAXES FOR A PERIOD OF 18 MONTHS, THE OWNER OF EACH LOT WITHIN DIV. III AND ANY PREVIOUS OR SUBSEQUENT DIVISIONS SUBJECTED TO THE CC~RS SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN ANY AND ALL COMMON AREAS AND SHALL SHARE EQUALLY IN ALL ATTENDANT FINANCIAL AND MAINTENANCE OBLIGATIONS. THE APPLICANT SHALL BE REQUIRED TO PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FA~NT YARD SETBACK AREA OF ALL 5 LOrS WITHIN THE SHORT PLAT. rHE TREES ARE EQUIRED TO BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. FILED UNDE RECORDING NUMBER ~7~~l2~~7~ PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW. PRIVATE NON-EXCLUSIVE EASEMENTS FOR INGRESS. EGRESS AND UTILITIES ARE HEREBY CREATED UPON RECORDING OF THIS SHORT PLAT. THE OWNERS OF LOTS 5 AND 6 OF THIS DIV. III AND THE OWNER OF LOT 35 OF THE PLAT OF STONERIDGE (A.K.A. WINDSTONE). KING COUNTY RECORDING NO. 20051020000337, SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN. THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD. DRAINAGE PIPES. AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. DECLARATION OF PROTECTIVE/RESTRICTIVE COVENANTS: ALL OF THE PROPERTY LOCATED WITHIN THIS SHORT PLAT SHALL BE HELD. SOLD. AND CONVEYED SUBJECT TO THE THIRD AMEDMENT TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONE RIDGE (A.K.A. WINDSTONE) FILED UNDER RECORDING NUMBER 1.00 10" Z·3 00 227Q. Recor( Filed j _.M. j Stepher LAND SURVEYOR'S CERTIFICATE: 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 August, 2006. INDEX DATA: SURVEY FOR: CENT~ p~ INTE Surveying, Inc., P.S. NE-SE 03 T23N R5E. WM KBS Development Corporat ion c3 t'" 12320 NE 8th Street, Sui te 100 ~ 20070523900008 CITY OF RENTON SPM 108 00 PAGE001 OF 003 ' 05/23/2007 15:48 KING COUNTY, WA of Superintendent of Records Manager ~--- Certlficate No. 38965 Be llevue. WA 98005 ~ '-... '0 KING COUNTY, WASHI NGTON 15 to;! SHEET 1 OF 3 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: D Woods CHECKED 1lY: S Woods DATE: Oct. 10, 2006 JOB NO.: 1459 SCALE: N/A DRAWING NAME: SP3 ~--------.. -,--------~ I .. WINDSTONE DIV. III SHORT PLAT Land Use Action No. LUA-04-136-SHPL Land Record No. LND-20-0399 A PORTION OF THE CITY 'OF RENTON, NE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., KING COUNTY, RANGE 5 E., W.M. WASHINGTON LEGAL DESCRIPTION: Lot B, City of Renton Lot Line Adjustment Number LUA-04-136-LLA, recorded under Record ing Number 20060119900011, in King Count y, Washington. being a portion of the Northeast quarter of the Southeast quarter of Section 3, Township 23 North, Range 5 East, Willamette Meridian, in King County, Washington. BASIS OF BEARING: Washington state Lambert Grid -North Zone as determined by GPS observation. RENTON CONTROL MONUMENTS: City of Renton Control Point 2097. Control Point 2097 was found to have a Lambert Grid North Zone coordinate of 191108.643 ft./ 1316760.378 ft, City of Renton Control Point 1845. Control Point 1845 was found to have a Lambert Grid North Zone coordinate of 186170.657 ft./ 1316637.843 ft. UTILITY EASEMENT NOTE: A private easement is hereby reserved for and granted to the City of Renton, King County Water District #90, pug~t. Sound Energy Company, Qwest, Comcas t, (other pr lYate utlll tIes) , and theirrqspective successors and assigns under and upon all private streets. alleyways and private drives, the exterior 10 feet parallel with and adjoining the street frontage of all lots and tracts and 5.00 feet par'allel wi th and adj oining alleyways and private drives .Further easements are reserved over private lands for vaults. Pedestals and related facilities ("Vault Easements") adjacent to the 5-foot wide utility easement reserved in the preceding sentence as follows: the Vault Easement may occupy up to an additional 5-feet in width (for a total width of 10 feet) with the length of each Vault Easement extending 5 feet from each end of the as-built vault (s). The number and location of Vault Easements will be "as installed" during the utility's initial installation of facilities. The easements are reserved and granted in order to install, lay, construct. renew, operate and maintain underground pipe. conduit. cables, wires, Vlaults and pedestals with necessary facilities and other equipment for the purpose of serving this subdivision and other property with electric, telephone, gas, telecommunications. data transmission, street lights and utility service together with the right to enter upon the lots and tracts at all times for the purposes herein stated. These easements entered upon for these purposes shall be restored as near as possible to their original condition. No lines or wires for transmission of electric current, or for telephone, cable television, telecommunications or data transmission uses shall be placed or permitted to be placed within this easement unless the same shall be underground. No permanent structure shall be placed within the easement without permission from easement owners. Front Yard Setback Note: The front yard for Lot 5, the yard abutting the southern property line, has a required minimum setback of 15 feet for the primary structure and 20 feet for a garage which accesses from the front yard. The front yard for Lot 6, the yard facing the northern property line, has a required minimum setback of 15 feet for the primary structure and 20 feet for a garage which accesses from the front yard. 34 North quarter corner Sec. 3'~~- Twp. 23N .. Rng. 5E., W.M. Calculated from King Co. GPS l breakdown. ? ru lI1 ru " o -M S87·26'02"E ~J~ 5302.87' S88'3~'E 2645.~ ----JT:~ Northeast section corner Sec. 3. ~ Twp. 23N., Rng. 5E., W.M. Calculated from City of Renton Survey Control Network. City of Renton No. 2097. f~ East quarter corner Sec. 3, ~ Twp. 23N., Rng. 5E., W. M. I n Found "X" in 10" stone lo monument 0.6' W of 4" x 4" ru 2657.2~ ~~. r - -I 1322.81 ' T 1en=-:st ~ top 01 ditCh'')3 I ~ 1322.81' ~ West quarter corner Sec. 3, -;;; Twp. 23N" Rng. 5E., W. M , . I I . I Found brass disc in concrete .~ 9 stamped 4/3, incased. " CONTROL SKETCH a 500 1000 I .f-I I I ,",d SCALE: 1" 500' Legend: n o '" z I ~ ,- I~ """ I~ South quarter corner I Sec. 3, Twp. 23N., Rng. 5E., W.M. Found t d 3" brass disc in ~ o lI1 ru . t~~ I~~ 1322.54' 2645.07' f Southeast corner Sec. 1 Twp. 23N., Rng. 5E., W.M. Found monument, incased. ru lI1 ~I ~ - """ I~ lI1 ru I~ ru I~ ~I to ru ~I o z Monument found as Visited April 01. ~go~. ·3 (concrete. ~J-__ 1322.32' 10 City of Renton No. 1845.~ 1322.32' 3 2 ----S88'12'29"E 2644.64' 10 11 DOCUMENTS OF RECORD: The following Recorded Documents effect the property: 20040831000521, 20051201000095, 20060502000615, 411867 20040429000792, 20040913002100, 20040526000446, 20050621002061, 20051020000338, 20051207002324, and 20060119900011. CENTRj:.( p~ INTE Surveying, Inc., P.S. 33701 9th Avenue South -F'ederaJ Way, WA 98003 253-661-1901 main 253-661-77UJ fax INDEX DATA: SURVEY FOR: RECORDING NO. VOLUME/PAGE LUA-04-136 LND-20-0399 I K . VICINITY MAP a 1320 2640 1-1 -lliiiiiIIIrll ~~~i SCALE: 1" 1320' l1J UJ l1J UJ 5E 100TH 5T ~ <{ I SE 102TH 5T tD "<I' ~ l1J SE 105TH PL z SITE ~ q l1J > <{ <{ NE-SE 03 T23N KBS Development Corporation 12320 NE 8th Street, Su i te 100 Bellevue, WA 98005 WM DRAWN BY: o Woods CHECKED BY: S Woods DATE: JOB NO.: KING COUNTY, WASHINGTON Oct. 10, 2006 1459 SCALE: NA DRAWING NAME: SP3 SHEET 2 OF 3 • On ~ NW corner NE, SE ~ '---sect ion 3. Iw ..,., - 0""" -I'- WINDSTONE SHORT Lfl· C\l ('\) . .,..., ....... Lfl o z Found f'ebaf' wi th yellow cap ctamped "GEO-O X5025" 144.14' I I~ Ir)1 A TTr:-n UI ~~ LJ, I I LU 1 0.1' East of line. I / 10' C\l o o to ill U C C\l ill o '+- Lfl D (\j 0 ..,., 0 w 3: o LO Lfl (\j o ..,., o 0 Z 0 Lfl to Found 1.5' iron pipe. 0.5' East and 0.2' NOf'th of lines. 2 118071 7, 860 SF SB7°37'3S"E 120,49' 1 118011 7, 450 SF 111. 50' S87'37'38"E 153,50' I (RADIAL) ~ South line of the N 1/2 of the NE1/4 of the SE1/4 of Section 3, 10' Utility~ .1 Easement "I y / ' // ~ / / E0R/ / orr;. rr;<J / ...., 1/ / / / / / / 11-..../ "J \ I I I I / \ / ' ('rJ \ -('rJ ('rJ. I W (\J I u-ifP' W('rJ I ~'<-i ~ I /I I <J I I 21 ' I I 10' ~ Stone Ridge (A.K.A. Windstone) Rec. No. 20051020000337. (typ.) I L!? l[) C\l o ..,., o Z ------------------- SW corner NE, SE Luon 3 -------- TOTAL ACREAGE: OVERALL -61,630 SQ. FT./ 1.415 ACRES 1 K I I I 10' I 1- I Q.) Cj \ ~ 5:\ \ ~ \ ~ t/.) "'\-..) \ '''1 ~ \ \ -!..U .... ' 1'--0 ·ru co . ru f\l ru 0 z 21 ' / / VOLUME/PAGE RECORDING NO, / / / / DIV. / / III ~// /// PLAT / / / / / / / LUA--04-136 LND-20-0399 ....... ~3. 94' / ....... // /~ // // 15' Water Line / / Easement Rec. No's / / 20040831000521. / S87°37'38"E 402,08' 128.26' 4 L 45' Easelllent For Emergency Access ., ~ Qot-;z,1~ Rec. No. ".Oo10~ ,,, J I 3 11804 1 8, 570 SF NEW PRIVATE 26' ACCESS & UTILITY EASEMENT FOR LOTS 5. 6 AND LOT 35 OF PLAT OF STONERIDGE J ------130.00 ' I fyl-A L.\JL n ':::{I A Dr),' ~ I" LL.n I \"\J I ~\J. f) n('\'::::('\11aon f"\n11 L.U\.)vU I Ivv\.)\.)U II I I~ IDI A TTr:-n VI~1 LJ, I I LU 81.10' 5 1 180eD 12. 350 SF 0 0 Lfl C\l ""' W , C\J (\j C\J C\l , C\l 0 Z N02'22'20"E B.77' to (\j , S87°37'38"E 256.56' 116.49' 10.06' R=409,OO' ~r-----,Il~ 1 "34 ' 23" L=l1. 23' t . 1 . t '" 15' San i tary Sewer 20' Access & u 1 1 ~~===========----. ~ ~ ~ Easement. Per Plat . '''o'r'irt~t:;iJ'g~::7"37' 38"E 185,31' "'\, _______ I __ ~ ____ 1--.:~tDneridge __ -~~-___ ~ r~I------L.--Z------r:_:__:_:_------L_'~ __ ... --r_ _-.. '.J ---1- 10 -, 150.86' I I 34.45' . I 10' \ \ \ \ \ -- ;:::) ',..-,\.).. ("\ +" I I,J L '-J 1 /}\I/}\ ( ,\r\,\ , n \ I . I ~-:;; 3.-1 1 {E: \ 6 I ~~ I ..., . 'M+, \ ~ 117321 I ~i ~ 11, 500 SF I ~~ _I ; : • \ <" : 10 \~::: II \./\..,.) ----- \ C"'~·(\n,..) i:::)ir~nr") \ o \.'-J, "-' ,\,u~:.J'-' \, YV" ,U,) L'-J, "-'/ "\ "\ \....1 \../ \ I (, ' V \,.J I. \ A lin r~ C' .j.. (, n r") I \ ,~ A I~:= 'J -::,n ::::)n(' ~;-8~1 ____ I I l[) C\J , o o Z C::::J -+~ ( , '-" ,..., .... -' L_ 1-- \ \ L... \.j \.) , I ~j ,) • ~ ____ ______ ---'-.....---~ ---------;;;..-----------\-------1------1"'!!'!!'!'!'!'!!"'!!"!"!!~----------1"......~ -,-,. INDEX DATA: I . LEGEND: o 20 40 CENTp)XJINTE SURVEYFOR:NE -SE 03 T23N WM ~ = MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 2233B/3B965". ~9991= Lot address. L:J::_1~·~~~1 SCALE: 1" 20' KBS Development Corporation Surveying, Inc., P.S. 12320 NE 8th Street. Sui te 100 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY, D Woods CHECKED BY, S Woods DATE Oct. 10, 2006 JOB NO.: 1459 SCALE: 1 " = 20' DRAWING NAME: SP3 Bellevue, WA 98005 KING COUNTY, WASHINGTON SHEET 3 OF 3 . ' ~ ... " = Stone Ridge (AKA WiIldstone) / Wolf Property LOT UNE ADJUSTMENT VOLUME/PAGE FILE NO. LUA-04-136-LLA/ /LAND RECORD NO. LND-30-0287 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SEC. 03, TWP. 23N., RNG. 5E. W.M. DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH TilE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. KOLIN B. TAYLOR PRESIDENT-KBS DEVELOPMENT CORPORATION, A WASHINGTON CORPORATION RICHARD A WOLF BEVERLY J WOLF ACKNOWLEDGEMENTS: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF , 2005, BEFORE ME, THE UNDERSIGNED, A NOTARY PUB[JC IN AND FOR THE STATE OF WASHINGTON DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED KOLIN B. TAYLOR, ' PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT, OF WINDSTONE HOME OWNERS ASSOCIATION, A WASHINGTON CORPORATION, THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNOWLEDG EMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) THIS IS TO CERTIFY THAT ON THIS DAY OF ",,-;;~=--==:=-;" 2005. BEFORE ME. THE UNDERSIGNED, A N''''OT'"A'''R'''''y'-PUBLIC. PERSONALLY APPEARED RICHARD A. WOLF & BEVERLY J. WOLF. HUSBAND AND WIFE. TO ME KNOWN TO BE THE PERSON(S) WHO EXECUTED THE FOREGOING DEDICATION AND ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME CITY OF RENTON, KING COUNTY, WASHINGTON North quarter corner Twp. 23N., Rng. 5E .. Calculated from King breakdown. M----------\.r--J Sec. 3. W.M. Co. GPS -M lD SSS037'10"E 2645.46' 34 35 --31fl1 Northeast section corner Sec. 3.~1 m Twp. 23N.. Rng. 5E.. W. M. : ~ Calculated from City of Renton '>w West quarter corner Sec. 3, ~ Twp. 23N., Rng. 5E., W.M. ru I ru Survey Contro 1 Network. <'1~ 0 City of Renton No. 2097. ~ Found brass disc in concrete lD w East quarter corner Sec. 3. stamped 4/3. incased. 0 City of Renton Pt#1325 ru Found "X" in 10" stone Twp. 23N.. Rng. 5E., W. M. I ;; LEGAL LOT A:. o I 500 1000 ~~I .... I--:J· SCALE: 500' Legend: = Monument found as noted. Vis i ted October' 15, 1998. DESCRIPTIO~N: NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3. TOWNSHIP 23 NORTH, RANGE 5 EAST. WILLAMETTE MERIDIAN. IN KING COUNTY. WASHINGTON; EXCEPT THE NORTH 396 FEET THEREOF; AND EXCEPT THE COUNTY ROAD. KNOWN AS 148TH AVENUE SOUTHEAST. LOT B: LOT 34 OF THE PLAT OF STONE RIDGE (AKA WINDSTONE) PER PLAT RECORDED IN VOLUME 230 OF PLATS. AT PAGES 61 THROUGH 65. RECORDS OF KING COUNTY. WASHINGTON. SITUATE IN THE CITY OF RENTO~ COUNTY OF KING. STATE OF WASHINGTON. VICINITY MAP 1/4 mile = 1" ,/ SS7"26'02"E ~ I ~--265~ - wi -M "'" ~ I ~ ~ o z I I I~ 5302.87' 1322.81 . monument 0.6' W of 4" x 4" ru fence post @ top of ditch -:---. ° I~ --;-;22~ -4 ~ rl~ __ s_s7~02~6~'~O~2~"E~1~2~9~2~.~77~' __ jll t-~~~~L~~30 ' ~ : I@ lD lD ~:I q Q.) ~ -~I~ ru-l S87°49'15"E --2645.07' : I o fD ~ I; ...... f" (f)1~ South quarter corner Rng. 5E., W. M. Found Southeast corner Sec. 3, I Sec. 3. Twp. 23N., 1 I 3" brass disc in T p 23N R 5E W M w. .• ng. ., .. £concrete. Found monument. incased. I . I City of Renton Pt#184\ , SSS 12'29"E 2644.64' ~ CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF _______ 2005. KING COUNTY ASSESSOR DEPUTY ASSESSOR DEVELOPMENT PLANNING CITY OF RENT0"1 NOV 0 4 2005 t Centre 33701 9th Avenue South • Federal Way. WA. 98003 RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: INDEX DATA: .~"'1f>.j'''''~~ i D NE-SE 03, T23N, R5 Recording No. _________________________ __ Filed for record this day of , 2005 at _ :_ _.M. in book __ of Surveys at page __ at the request of Stephen H Woods Manager Superintendent of Records This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of KBS Development Corp. in October. 2004. ~ ff p. t (253) 661-1901 -e-<,;;0-Oln e DRAWN BY: DATE: SCALE: .so s ~ Surveying S WOODS CHECKED BY: S W oods Janruary 18, 2005 layer Set: SR3BLA 1" =500' DRAWING NAME: 1459 SURVEY fOR: KBS Development Corp. 12320 NE Sth St.. Su ite 100 Be llevue. WA 98005 KING COUNTY, WASHINGTON SHEET 1 OF 2 " • '-~-..... ., ~ Stone Ridge (AKA Windstone) / Wolf Property LOT LINE ADJUSTMENT LUA-04-136-LLA//LAND RECORD NO. LND-30-0287 VOLUME/PAGE ID lO K FILE NO. A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SEC. 03, TWP. 23N. , RNG. 5E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON / // // // / / / / / S87°26'02"E / ~ / / / / / / 1292. 77 ' // / Y /'/ // / / // / Y // / South line of the N 396' of the N 1/2 of the NE1/4 of the SE1/4 of Section 3. // / // / / // ,-: / / / /' / / 50' Temporary / / / ~ / Construction / / / ,\/ easement Rec. No. / // ~/ // / 20040830000841.y // /// ~// / // / // // // 35' Temporary Construction Easement Rec. No. 20040831000521. Documents of Record: The following Recorded DOCUilients effect the Wol f property: 20040830000841, 20040831000521, 411867, 20040429000792, 20040913002100, 20040923000680, 2004056000446, 9811121826, and Superior Court Cause No. 97-5-01214-8. The following Recorded Documents effect the KBS property: 20' Water Line / / / / / // / Easement Rec. N/\. / /:/ / // / // 20040830000841. / "/ / / / // / / / / / / / / /' / // / // 15' Water Line Easement Rec. No. 20040831000521. Lot A 8605230992,8608151325, 8703311602, 20040831000578, 8703039001, 9209101022, 20020807000277, 411867, 8703039001. 20020702900007, 20020807000279, 20020807000280, 20040629002394, 9707071675, 20020807000278 and 20040928001014. 1. O'W (\J o // // / / 'l / /// / /" / //X // / / / / / / / S87'37'3S"E'102.08· // // / 1// //// /---/ / // ~/ / -/ / ........... '/.. I j/ / 90' Turnaround //-r __ -/__ /~" Y Easement Rec. No. / rt ( -----;'/< ! '" I / 20040830000841. Y // I / (1 /1 / / ~/ i / 1 ~< \ 10' Temporary (/ 1 / ~I/ 1/\ 1\ i2 . Construction I I 1 1 ( ~ t B OJ 0 Easement Rec. No. / I 1 0 t;z 20040830000841 .~ 1--1 / / 1 / 1 / \ » <J: ~ ~ ~ I I V / : / : / 1 ! ~ .~ ~ g i \ \ ~ / 1/ ~ / /1 ~~ig ~ \ \ /: / V / i / / ~~ ~~ to ------_______ ~_\,,""-J II_-J /1-II S8~~ 1815 Nile Avenue Northeast New Line o o w (\j (\j (\J (\J . (\j o z: S87 ·37' 38"E "\ I -1 +---f I 7:-::-------1 . 153.50'" I I / /N02°22'20"E --------------______ _ ~ AREAS: Old Lot A: Lot B: Total: New Lot A: Lot B: Tota 1: Square Ft. 309508 11496 321004 Square Ft. 258502 62502 321004 SBT·37-.-3S'·r----------__ _ Acres 7.105 0.264 7.369 Acres 5.934 1.435 7.369 N02 0 22'20"E I -.77' . -['Old--- 8 77' ~ -~ t LIne 10.06' S87·37·38"E . =409 00' 20' Access I> ~ ~, ---.-t"--_L-__ .:.:..:....:~..::~...:8~8~2~ . ..:6~1~' ___ .....) South line of the N 1/2 11= 1·34'23" tility easement .. "-of the NE1/4 of the L=11.23· per Plat " SE1/4 of Section 3. ~ S87'37'38"E 150.86' ~-------------______ _ I~ Ig ----r------T ---- Legend: • = Set #4 rebar with yellow plastic cap stamped CPS INC. 22338. \ SURVEYOR'S NOTES: 1) The monument control shown for this site was accomplished by field traverse ut i1 iz ing a one (1) second theodo 1 ite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS) , Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 2) Full reliance for legal descriptions and recorded easements have been placed on the title reports from Chicago Title Insurance Company Commitment order Nos. 1140330 and 1148732, dated October 11, 2004 and October 12, 2004. No additiOnal research has been attempted. 3) 4) Offset dimensions shown hereon are measured perpendicular to property lines, This survey represents physical improvement conditions as they eXisted October 6, 2004, the date of this field survey. \ \ \ D'rj + /\ +" , 1\ l \J I I " 1/ A In!\n , \ I f\ 1 V \JI. ----I \ o 30 60 1··--'---1 SCALE: 1" 30' \ I~ I~ ~ I 15' Sanitary Sewer Easement. Per Plat. 10' Sanitary Sewer Easement, Per Plat. INDEX DATA: DDf\Df\C::C.-" , I \V, V,-,L_U ("'I If\D' DI A, -.JrlVI\ I ,Ln I IAII" I"(""f\" Ir-HII~U-.J I VI~C_ ~ Centre 33701 9th Avenue South NE-SE 03, T23N, R5E, WM • Federal Way, WA 98003 P · t (253) 661-1901 ----Oln e "*'<1' s '); SURVEY FOR: KBS Development Corp. t Surveying 12320 NE 8th St., Suite 100 88 llevue, WA 98005 DRAWN BY: S Woods CHECKED BY: S Woods DATE: Layer Set: SR3BLA Janruary 18. 2005 SCALE: 1"=30' DRAWING NAME: 1459 KING COUNTY, WASHINGTON SHEET 2 OF 2 CD (\J " (f) (\J w (\J (\J Ul (\J o ""' o z -+-J lfJ. CCS Q) r.c::1 -+-J ::J o rn Q) ::J Q ~ ~ ~ -+-J CO ~ .,....., l- I- I-I- I (f) (f) I a... a... a... w U '" c. ~ ~ w ~ ~ " w ~ <, " ~ 5 ~ " -LJ " 0 0 .~ " .:,..: W ~ x '" e 0 '0 '" z 0 z f,j w c ~ " ';! , ~ " ° iii (L « ~ ~ -- ill ill ~ Z ill ~ en « ill 0 0 z z ;;; til >< ill .'-+'0 c.+' ,"0 0':- ~~ Ul OO'c "" .-5E ~~ E-4 ~Z o • :Ow ~ ::J • f-'~ a.. a.. U~ '-.c "'0 ,gE o=w "'E ~E ~ c .,~ 11 c'" .~ .. c'" 0," a.. 0 " " ' ~~. ~" " o~ ;'0 z~ j~ ;=!.< ffio >" " 0 I ~I , 5 " w z 0 Q ;.3. 0 w z z " ~ • I~ 0 " 0 1° I I I I I i u " " 0 c " " z 6 " 0 W ~ w ~ 0 8 ~ " • ~ '" a.. a.. ..: w ~ 0 >-m z o Vi (;j '" ci z I \ \ \ \ \ \ \ I I \ \ \ / I I / \ \ ." I -_ 01 1 -----..0..: \ EXISTINO EASEMENT MAP FOR WINDSTONE III A PORTION OF THE S.E. 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, WASHINGTON \ \ -----.. -.~-.. -..... ----. ---~--.-'~.~'---"-""-----' LEGAL DESCRIPTION LOT B OF BOUNDARY LINE ADJUSTMENT RECORDED UNDER FILE # z o ~ o o .-J (!) z Zz zo ~S; >-w zO: WLL :eO iSi: "'-wO > ill 0 a: o LL ~ 1---------1 Vi EXPIRES o Z tIl o '"") uj o a::i .".. 0 = = W '" >-00 -N W l-t) LJ w 0 a: 1-' 1-' 1-' 1-' I V1J V1J I 0., 0., 0.., o o g m o ~ c.. « ~ ....J ;::= Ww Oz 0 0 O~ 00 IZ 0:-03: m I o W Z '" a. a. « w ~ Cl o z 1" = 100' 70 S07904 0110 fl.O.'\'" ~'\'2.a.'"\·1 007004 0120 wi (fJ' Wi >1 . -~_~_.j c:r:. 0 1 21 N. ;!I I I (63.50') . 0079:6 0010 (86.26') ) (56.83') 807004 0150 65·34_ 032305 9065 (0.21 Ac.) 007001 007001 0720 0710 807001 0090 007001 0680 807901-0020 807901-0010 803540 0380 0300 523000-0230 -00002- 523000 00 523000 0070 007004 0580 109_03') (109.N") 007004 0590 (99.56') (99.56') \ I I \ I I I I I 007004 I 0000 /3 I 0/ ,_ .~ ~ / '", ~ " / "'~ 807004 '<93 0180 (115.73') , / \ / \/ 1 \ \ \ \ I 807004 0360 007902 0320 007902 0310 . , ... 807902-0300 807904 0380 II I 305-92 (0.84 Ac) 2 / 1 I 0~23 I 032305 9291 (0.30 AG.) / / / /' /' / ,/ ,/ / / 124.73') \ I I I L (O.S~'~ly~ ~~~ -~-"---c;<!K~ /' 803540-0370 032305-9159 (1.41 Ac.) (0.30 Ac.) I I I I I I o / 05-9047 / / ,/ I (;3.87 Ac.) / /" / /' /' /' /' ./ /' /' ,/ ,/ ® f\"'P" I I 30~-92p9 (0.86 Ac.) I ~--~-_/ KING COUNTY CITY OF RENTON 032305-9014 (6.12 Ac.) I I I I \ \ I I I \ i I \ I I 032305·91 (0.10 Ac.) -00001- 177640-0010 177640 0030 1 032305 9210 (0,42 AG.) 032305 9190 (024 Ac.) 032305 9173 (0.42 Ac.) 032305 9045 (0.56 Ac.) 032305 9208 (0.22 A0) 0323()5 9209 (0.22 AO) 032305 9180 (0.31 AG.) ill I ~ {)a2d05t903~ (IDS9Jl!c) I I I L --_ J -T _1 ___ ~ (124.73') ,_.-'--'-'-.-.-.--'-1---,~ I -------------- I I I I I I I I I ~.....I..-.I~~ (0.13 Ac.) CITY IOFI RENTON I 032305-9042 I (0.85 Ac.) I I I [ 807904 ~ :£ 021 0 ~ (125.03') (125.03') a ~ :;: 807904-0230 :l ~ !£. (12S.30') (125.30') 007004 0240 \ \ \ \ \. 007004 0330 807904-0320 032305 V-------,9021 032305 9238 (0.41 AG.) 032305 9124 (O::\OAr.) (3.56 Aci) I I w! I I I I I 032305-9277 032305 9276 (0.30 Ac.) 032305 9256 (0.30 Ac.) 032305 9280 (0.30 Ac.) (1.20 Ac.) I w· (1)1 --'i D-. 1-------1 ~ I LOI '<to ~I 032305 032305 9278 (1.11 Ac.) KING COUNTY 032305 9017 032305 9070 (2.47 Ac.) 032305 9234 (0.30 Ac.) (0.58 Ac.) 103:23(}5 032305 9120 -42- (2.17 Ac.) . '; h .' ': : ,,' 022305 9062 (0.39 Ap.) .,~_,_305 9061 (0,48 AG.) , /' z o ~ o o ....J ct o LL . lJ.! (f) w -:::) -z w z ~ z § W ~ ~ ..- I " C\I <0 o ..- o o * ~ :::) (f) m o ~ z o b z ffi ~ z ~ z W 0: LO o o ~ z § Z I (f) ~ -W ~ ....J ....J W m EXPIRES 6/11 106 o z en o J W ~ en o u o z m o ~ a.. « ~ -1 ~= Ww Oz 0 0 O~ 00 ::Cz a::-O:r; CD I o W Z o z F J./ J '7004 730 70 (63.50') 007004 0680 807904-0100 807904 0110 4;~ oo7K15 0010 (86.26') 807901 807901 0720 0710 607001 0090 007001 0680 69. , , , (ffi.D7') oo7r02 0010 032305 9065 (0.21 Ac.) I ! / I I , (82. :9') (liS.BT} oo7r02 0180 " (115.73') (7~,{l8') (114.23') oo7r02 0220 109.08' (109.GB') 007004 0590 (99.56') (99.56') 007004 0000 , / '\ / \ / \/ \ \ \ 032305 032305 ;;; (1\5.73') ;;l 9288 9289 ;;; 807904-0190 ~ I (0.15Ac.). ~ \ I (0.15 Ac.) (12452') I ,----J_-.-JlI (124.52') I I ~--l~ 807904-0200 ~ I 032305 9160 032305 . 124.73'») \ I I \ I I I , I I I / .i-- 007004 0360 807901-0020 807901-0010 oo7r02 0320 oo7r02 0310 807904 0380 007004 0350 r-I I OS230 / 0300 032305 9291 (0.30 Ac.) / / / /' /' /' / / / / /' (0.30 /lhJL305 /' /' /' /' ./ ./ 9231 (0.30 Ac.) I / / / / /' / / / / 803540 0380 803540-0370 032305-9159 (1.41 Ac.) 9047 KING COUNTY CITY OF RENTON 032305-9014 (6.12 Ac.) , , , , \ I I I I I \ I \ , , , I 523000-0230 -00002- 032305-9192 (010Ac) 177640-0010 I I L I -------'" 032305 9210 (0.42 Ac.) 9305 (124.73') ~NFETiIT~~~_L~~_~ ,-.-._.-.-.-.-.--.--t----~~ Cl~ OJ<!:l (0.19 Ac.) ~ :;/;I' ~(j 807004 -fi r---_+~(iCtl~3-:AC~.)J 30 ~ ID CITY 'OF' RENTON 1032305-9042 I (0.85 Ac.) (0.13Ac.) ~-~-------- --- wi (fl' Wi >1 ---_J ~ i ZI <'J. <1"1 ~. 1 I 01 ;:e " 007004 ;! ;!. 0140 ;;; 032305 '7oa ·1Ell1· ::l 9307 -00') ~ (0.1 9 Ac.) ,rrr'" '"" c '""" / """ f \\ I 032305 1, 90'7,8 \ l'l nA /1), \ 807904 ~ 0210 (125.0J'} (125.03') ;;; ~ 807904-0230 ::; e. ~ (125.30') (125.30') 007004 0240 , , I I , 1 \ 1 007004 0330 007004 0340 807904-0320 032305 11------,9021 032305 9238 (0.41 Ac.) 032305 9124 rn ~() Ar. i , (3.56 ACi) I 1 I I I 1 1 w! -----,- 032305-9277 032305 9276 (0.30 Ac.) 032305 9256 (0.30 Ac.) 032305 9280 (0.30 Ac.) (1.20 Ac.) WI' (fl -'i 0... r-------! fI: 1 ",I <1"' ~I 032305 032305 9278 (1.11 Ac.) KING COUNTY 032305 9017 032305 9070 (2.47 Ac.) 032305 9234 (0.30 Ac.) (0.58 Ac.) 1021231J5\ ./ 'n ,n A _ , / / , I 523000 008 177640 0030 032305 9190 (0.24 Ac.) 032305 9173 (0.42 Ac.) 523000 0070 -00001- 032305 9045 (0.56 AG.) 032305 920{) (0.22 Ac) 03230fj 9209 (0.22 Ac) 032305 9180 , I I (0.31 Ac.) , I _1-__ .J 032305 9120 -42- (2.17 Ac.) i: LLi .00 I I-.~ T-r-----~--------------~r~--- . .. ./ 2305 9061 (0.48 Ac.) z o ~ o o -1 a:: o LL . W crj W -:::::> -z w z ~ z ~ ~ CJ) LO o 00 CJ) z § z -I ~ ~ I Z ~~ Qw a:: z o ~ o a.. a:: o () !z w ~ a.. o Ll.! mz [jo O~ Cf)~ ~ LO o o ~ z § Z I ~ W ~ ::l w CD -? ., (5 ~ 'n 1----------1 ~ C) EXPIRES VI .W ClU z--~ Zw ZVI :5-, 0-..: of-' ZZ :5~ Z -0 Clo:: z--> o::z Ww w Z . -Cl ClZ C5~ -,> -0:: >", UVI o z ro o -:> w o ro Stone Ridge (AKA Winds tone ) / LOT UNE ADJUSTMENT Wolf Property VOLUME/PAGE FILE NO. LUA--04--___ --LLA//LAND RECORD NO. LND--__ A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SEC. 03, TWP. 23N., WASHINGTON RNG. 5E. W.M. DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME. AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. KOLIN B. TAYLOR PRESIDENT-WINDSTONE HOME OWNERS ASSOCIATION. A WASHINGTON CORPORATION RICHARD A WOLF BEVERLY J WOLF ACKNO WLEDG EMENTS: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF . 2004. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED KOLIN B. TAYLOR. PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT. OF WINDSTONE HOME OWNERS ASSOCIATION. A WASHINGTON CORPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNOWLEDGEMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) THIS IS TO CERTIFY THAT ON THIS DAY OF . 2004. BEFORE ME. THE UNDERSIGNED. A NOTARY ~PU~B~L~I~C-. ~P~E~R~S~ON~A'LLY APPEARED RICHARD A. WOLF & BEVERLY J. WOLF. HUSBAND AND WIFE. TO ME KNOWN TO BE THE PERSON(S) WHO EXECUTED THE FOREGOING DEDICATION AND ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN __________ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME CITY OF RENTON, KING COUNTY, ~North quarter corner Sec. 3. Twp. 23N., Rng. 5E., W.M. Calculated from King Co. GPS breakdown. ru I' ~ lD West quarter corner Sec. 3. ~ Twp. 23N .. Rng. 5E .. W.M. ru I ru Found brass disc in concrete lD East quarter corner Sec. 3, Twp. 23N., Rng. 5E., W.M. Found "X" in 10" stone monument 0.6' W of 4" x 4" fence post @ top of ditch~ stamped 4/3, incased. 0 o I 1000 City of Renton Pt#1325 ru I r S87 026' 02"E ~ ~~65~-5302.87' ~~ __ :J 1" Legend: Monument found as noted. Visited October' 15. 1998. LEGAL DESCRIPTION: LOT A:. NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3. TOWNSHIP 23 NORTH. RANGE 5 EAST. WILLAMETTE MERIDIAN. IN KING COUNTY. WASHINGTON; EXCEPT THE NORTH 396 FEET THEREOF; AND EXCEPT THE COUNTY ROAD. KNOWN AS 148TH AVENUE SOUTHEAST. LOT B: -LOT 34 OF THE PLAT OF STONE RIDGE (AKA WINDSTONE) PER PLAT RECORDED IN VOLUME __ OF PLATS, AT PAGES ~ RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. UJ (J) w > <t: w (J) SE 100TH ST ~ <t: I SE 102TH ST ~ SE 105TH PL SITE w (J) "f ... VICINITY MAP 1/4 mile = 1" wi 1322.81 ' I~ 1322.81' ~ ~ <;j ~ I~ ~ rl~ __ S8_7~02~6~'~0~2~"E~1~2~9~2~.~7~7_' __ JII o z I~ ~ I ; I~ lD ~--r---S87 oA9 '15"E --I ~ 26.:15.07' ~ I 12. 0 ~ ~ /: I ~ . I' " ~ / ~ South quarter corner Rng. 5E., W. M. Found Southeast corner Sec. 3, I Sec. 3, Twp. 23N.. / I 3" brass disc in Twp. 23N .. Rng. 5E .. W.M. £concrete. Found monument. incased. I I City of Renton Pt#18.:1\ I S88°12'29"E 264.:1.64' ~ BASIS OF BEARING: WASHINGTON STATE LAMBERT GRID-NORTH ZONE AS DETERMINED BY GPS OBSERVATION. APPROVALS: EXAMINED AND APPROVED THIS ______ DAY OF _________ 2004. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF ________ 2004. KING COUNTY ASSESSOR DEPUTY ASSESSOR DEVE10PME . CITY oF~1~~~IJING OCT 2 8 20[]4 INDEX DATA: RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: :D ~ Centre 33701 9th Avenue South • Federal Way, WA. 98003 NE-SE 03, T23N, R5E, WM Recording No. ________________ _ Filed for record this day of 2004 at _:_ _.M. in book __ of Surveys at page ~_ at the request of Stephen H Woods Manager Superintendent of Records This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of KBS Development Corp. in October. 2004. Stephen H Woods Certificate No. 38965 EXPIRES 5-23-2005 ~ p. t (253) 661-1901 --e> ~ Oln e t Surveying DRAWN BY: S WOODS CHECKED BY: S Woods DATE: OCT. 25. 2004 layer Set: SR3BLA SCALE: 1 "=500' DRA1YING NAME: 1459 SURVEY FOR KBS Development Corp. 12320 NE 8th St.. Su ite 100 Be llevue. WA 98005 KING COUNTY, WASHINGTON SHEET 1 OF 2 6' { , " \ 0 lD ill ..,... "'f ru w = .,... 0 lD ru ° ..,... 0 /,~./ (§' '" d'> ~o x !/ 0 :r x Stone Ridge (AKA Windstone) / Wolf Property LOT UNE ADJUSTMENT FILE NO. LUA-04-___ -LLA/ /LAND RECORD NO. LND-_____ _ A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SEC. 03, TWP. 23N., RNG. 5E. W. M. (T) ill CITY OF RENTON, KING COUNTY, WASHINGTON South line of the N 396' of the N 1/2 of the NE1/4 of the SE1/4 of Section 3. 35' Temporary Construction Easement Rec. No. 20040831000521. 15' Water Line Easement Rec. No. 20040831000521. Lot C\J o lD ru / / I I / I I / I / / S87 '37'38"E 1102.08' // / / 1/ 1/1 / / / II I I I /---L / f/ /~I II -( / --I. /" // / 90' Turnaround // 1 __ -/__ / /'Y< IV / Easement Rec. No. / ----t ( --y /" / 20040830000841 . ~ // I / (Yy.. /1 / I I / I / "< / \ / / I I II 1,'\ X 10' Temporary (I I I 1 II \ / \ :2 . Construction / / / ~ t B cu 0 Easement Rec. No. / / I / I I It I( 0 ijz . 20040830000B41'~1 L I / / I I \ >. « ~:;; OJ ~ I I I I I I I L.-C CUUJ ~ I I ~I / / I I I I ~ .8 0: g !1!-\ \ I. / I / 1/ ) O~ '0 ~ \ \ /11 / I / III /1 / ~~~g o \ / / II CUL.-IVUJ ~ \ I II / J ~~ ~~ to \ \ / / V / II / 20' Access and ' C UlO New Line o o lD C\J ..,... w C\J C\J C\J C\J . C\J o Z A AREAS: Old Lot A: Lot B: Tota 1: New Lot A: Lot B: Tota 1: Square Ft. 309508 11496 321004 Square Ft. 258502 62502 321004 j -------------~-~~-I I~ / _ II 1.1_ / utility easement S8~~ r-T-_~S~B~7~·3~7~'~3~8'~'E~15~3~.25~~~''''~_\~W7~~T--~~~t7~~I/~~iNO~22~0"EI---------------l------I -.7L-., ---o"ld--- r------'--I-' " -1 LLine __ ;ro37-;-3S"r ---------___ _ --South 1 ine a f the N 1/2 of the NE1/4 of the SE1/4 of Section 3. \ S87°37'38"E 150.86' "',,-rll--------r---~~~--~S'==~-------"\. ----- \ \ \ \ \ \ \ \ 10.06' S87°37'38"E 882.61' -----I:.. Ir'-- I~ I~ 10, I""" I ----I I I I ---1---------- 15' Sanitary Sewer Easement. Per Plat. 10' Sanitary Sewer Easement. Per Plat. o 30 60 -I -_~I~~I SCALE: SURVEYOR'S NOTES: \ 1) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) 1 Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. t Centre 33701 9th Avenue South 1" 30' INDEX DATA: NE-SE 03, T23N, SURVEY FOR: Acres 7.105 0.264 7.369 Acres 5.934 1.435 7.369 R5E, 2) Full reliance for legal descriptions and recorded easements have been placed on the title reports from Chicago Title Insurance Company Commitment order Nos. 1140330 and 1148732. dated October 11. 2004 and October P · t (253) 661-1901 • Fede,a] Way, WA. 98003 ~ ~ Oln e K8S Development Corp. ~ Surveying 12320 NE 8th St., Su i te Bellevue, WA 98005 12. 2004. No addi tiona 1 research has been attempted. VOLUME/PAGE I K UJ ru r'-- (T) ru w = ru C\J -lD C\J ° ..., 0 Z I I I I I I ~ rn (\j Q) ,.c: ~ ::J 0 Ul Q) ~ ~ ~ ~ ~ ~ OJ ~ ~ DEVI ' OPMENT PLANNING TV OF RENTON ' {CT 282004 RECEIVED "..-.... WM 100 3) Offset dimensions shown hereon are measured perpendicular to property lines. DRAWN BY: S Woods CHECKED BY: S Woods KING COUNTY, WASHINGTON 4) This survey represents physical improvement conditions as they existed October 6, 2004, the date of this field survey. DATE: SCALE: Oct. 25. 2004 1"=30' Layer Set: SR3BLA DRAlING NAME: 1459 SHEET 2 OF 2 .-.-L-g r-;;. .-0 0 Oz·· ~ !'So·/' ~ ~ I~ ~u.~ If) (f)~.c:....!-~~ (f) I 0.. 0.. 0.. " " ~ =ru .... ""0 0."" ,,~ c .... Ul (1)·2 ~.-"'E o'"(l :::c( ./ 807905 0010 807001 807001 0720 0710 807001 0090 807001 C680 607901-0020 607901-0010 803540 0300 523000-0230 -00002- 523000 00 523000 0070 ... , ". .., ~ E: .. .: --; -;' .. , ., - >7004 730 (63.50') (86.26') ,- 807004 C680 I I J J I 94.20' (76.07') U2.19') 75.28') (7S.58') (118.83') (114.23') 807002 0180 115.85' 807902 0220 (94,20') f (115.85,) 007004 0480 I 2 J ..: 807902 ~ to ~ ; '~q;Q140 E ~ 111.48') j (111.48') ~ .$ 007004 s;;t. oS 0490 1{j· ~6' ') ~ I '" I I w \ 3 I 75.05' '" [75,05') \ '3 4'> \ fI 807004 :; \), 0510 3 ~ 807004 \ ,} g 0500 'f. \ \ 00\4') &$ \ 0&) " NE 1ST~CT._,_,\ ,-,-'-'-\ \ \ \ \ \ \ \ \ I I 807004 ". 0590 , ''-''-, N£ 17TH -'-,-SY I ,-__ '-'-'7--'-'-'-,,-,,-J 807904 0110 807004 0120 807004 0090 . .ii"'o>' -'___ 807004 J J ~--r:-,,;;1'': '-... C600 J ,~ -...,..... I '..... ,f I 807004 '" 0150 "f I , ! 032305 9065 (0.21 Ac.) 032305 9160 (0,19 Ac,) __ ~~. 807904-0200 0:32305 Q305 \, / \/ \ \ \ \ \ \ \ \ I I- 007004 0360 807902 0320 007902 0310 807902-0300 32305-92 (0.84 Ac,) I 2 1 032305 9291 (0.30 Ac.) / / / / /' ,- /' / / / 032305 9307 (~13 Ac,) I ;~~~ J , (0.19 Ac.) 807904 0210 , 807904-0230 J I , I I \ I \ " 807004 0330 607004 0340 807904-0320 \ \ \ \ ". '\ \ \ \ .................... - 0290 032305 \/------'9021 032305 9238 (0,41 Ac,) 032305 9124 m ~n Ar.' (3.56 Aci) I I UJI I J J I j /' /' 803540-0370 -Ob001- 1 , 032305·9159 177640-0010 '177640 0030 I 032\305 ------ ------ /' (0.30 Ac,) I I / / / I" / / / /' ® I I ~9 (1.41 Ac.) 9047 KING COUNTY CITY OF RENTON 032305-9014 /' (6.12 Ac.) (0.13Ac,) I I I I \ \ \ / ! I I [- I I I I L I ---", CITY IOFI RENTON KING COUNTY 032305-9277 032305 9276 (0.30 Ac,) 032305 9256 (0,30 Ac.) 032305 9280 (0,30 Ac,) (1.20 Ac.) I I I WI' (f) -'i 0., • 032305 9278 (1.11 Ac,) 032305 9017 032305 9070 (2.47 Ac.) 032305 9234 (0.30 Ac,) 1-------1 I I f-' (0,58 Ac.) 032305 .,.,1 "<t' ~l ./ .".n.~' 032305 9210 (0.42 Ac,) --- 032305 9190 10.24 Ac,) 032305 9173 (0.42 Ac,) : )! . ,-o32J05t903~ I (m.89 PiC) I I I , 9045 (0,56;Ac.) i I 03~305 9~08 (0.2t Ac.) , 03~305 9209 (0.22 Ac.) I I ..J I L __ .J._ ...1 __ ' ~ 1032305-9042 I (0.65 Ac,) , I I 032305 9120 -42- (2.17 Ac.) I i \ '-, 522900 0037 .fIXJJA. 522\190-0042 ",<CoOOA- /'- 022305 9062 (0,39 Ac.) ./ 2305 9061 (0.48 Ac.j ,,/ z o ~ o o -1 0: o LL u.i ~ ::I w III , " " " .. " " ,. " " E "~ Ii 0) "' c:i .. -- o z m o J Li! o m • Boundary and Topographic Survey Windstone III A portion of the NE 1/4 of the SE 1/4 of Section 03, Township 23 N., King County, Range 5 E. , W. M. Washington Description: Lot 8 of King County 80undary Line Adjsutment No. filed under Recording No. . records of King County. Washington. Benchmark: Found monument incased at street intersection of 148th Avenue Southeast and Southeast 112th Street. King County Survey Control Ppoint No. 3725. Elevat ion: 467.77 feet. Vertical Datum: City of Renton. Legend: S -Monument found. Visited October 1~ 1998 • -#4 Rebar with red plastic cap stamped "LS 22338" to be set. • -Sanitary sewer manhole ~ -Storm manhole ~ -Catch basin o -Sanitary sewer clean out -Water meter -Hydrant I .K * -Telephone box o -Sign o 30 60 ~ -Power pole ~ -Bollard )8( -Light standard o -Title Report Item Number ~! _~~I--~I Scale: 1" -30' ~North quarter corner Twp. 23N .. Rng. 5E .. Calculated from King breakdown. -In Sec. 3. W.M. Co. GPS <'l West quarter corner Sec. 3. . I ru Twp. 23N .. Rng. 5E .. W.M. ru Found brass disc in concrete In stamped 4/3. incased. 0 East quarter corner Sec. 3. Twp. 23N .. Rng. 5E .. W.M. Found "X" in 10" stone monument 0.6' W of 4" x 4" fence post @ top of ditch~ ~~ 587 '26' 02"E" 5302.87' T ---~ ~ 1322.81' City of Renton Pt#1325 ~ I {-265~ -w, 1--1322.81 ' t--I~ In 8 ~ t-- i I ~ I ~ I ~ I~ I - -_ru-l - - - - S87'49'15"E 2645.07' ~ I I ~. 0 ill ~ ~ I~ " • t--I ~ ~ I~ South quarter corner I Sec. 3, Twp. 23N.. I S 3 I Rng. 5E .. W.M .. Found Southeast corner ec. . 3" brass disc .n Twp. 23N., Rng. 5E .. W.M. /concrete. Found monument. inca4sed. I I City of Renton Pt'184 ~------S88'12'29"E 2644.64' Surveyor's Notes: 1) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 2) Utilities other than those shown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. 3) This survey represents physical improvement conditions as they existed October 22. 1998. the date of this field survey. 4) Full reliance for legal descriptions and recorded easements have been placed on the title report from Chicago Title Insurance Company Commitment order No. 484449. dated June 26. 1997. No additional research has been attempted. 5) Offset dimensions shown hereon are measured perpendicular to property lines. 6) It is not the intent of this survey to show easements or reservations which may effect this Site. Basis of Bearing: Washington State Lambert Grid-North Zone as determined by GPS observation. ~ Centre 33701 9th Avenue South e Federal Way. WA. 98003 P . t (253) 661-1901 ----orne • Surveying DRAWN BY: J Kieswetter CHKCKElJ BY: S Woods LA.YKlI = DATE: SR3 Oct. 19. 2004 EXPIRES 5-23-2005 SCAlI:: 1" -30' JOB NO.: 1459 INDEX DAlA: SURVEY FOil: NE-SE 03, T23N., R5E., W.M. KBS Development Corporation 12320 NE 8th St .. Suite 100 Bellevue. WA 98005 KING COUNTY, WASHINGTON SHEET 1 OF 1 .. .., ~ I-., g ..... .... 1 ~ i ~ I ~ Vl Vl 1 a.. a.. a.. ~ w ~ x j::c~J.::''':.~c __ .J::.'' -I ~ , • ~= Il..W ~~ -0 ~z ...J-~:.: Il.. .... -0..9 Q)2 0 .... ~~ UI ]'2 5E ==~ ~ ~Z ~r.:l U~ fIG m ~, ~" -~ ~i ~~ ~" • ~ e • j ~ -c c () . !:LJ ..a. "a. a. 'c: "'0 :6E =1) "E ~E g'N -2 '" c:", .2f a.(!) ~ ~ -• 0 0 ~ ~ 0:: a. ~ ~ 0 z o ~ 0:: o z 1" -40' o 20 40 F\;;t*E'ftMft / I .....: I~ b 0 ~ \ ~ ~ -Z- \1\ \ \ \ 60 Wl \ \ \ \ \ \ \ I .1S" Cedar -~------<...<.; ~ " / \)~. " ~~~Q /) I ~~'? // I s\S " " / " " .{ \ \ 1---'----- \ \ \ S" Pin~ \ \ t.# \ \ \ \ \ Cedar ~ .. Maple -----"" ]1...-1--.----- LOT AREA TABLE LOT # AREA (S"F,) LOT # AREA (S,F.) 1 7452 4 8306 2 7856 5 13.793 3 7217 6 11.491 TOTAL LOT AREA 56,1155.F. 1.29 AC. AVERAGE LOr AREA 9353 5.F. 2 PREUMINAAY PLAT FOR TONEllI A PORTION OF THE S.E. 1/4 OF S CITY OF R TlON 3, TOWNSHIP 23 N., RANGE 5 E., W.M. TON, WASHINGTON 4 ) ) 45'R~ORARY / ENT I I \ I \ I \ W" Fie \3 / \. / \ 16" cedare .; \ , , l' / { , J I \ \ , ~" i\I\\\ \ \ \ \ \ \ \ \ \\~\5\\~\\ \ 24' fi' \ \ , \ Fir \\ \ \ \ \ \ I I l> , \ 2" 21' \ '0 I \ \ \ \ \ \ NOZ'12'OZ"E 20.00"--rNl ( LEGEND -------~ \ ~ 0 ~,:-\\)-'tJ>-' \ _","".J , \ \ ., ....... . ~ • *" -EXISTING TREES TO REMAIN (2 TRITS) ~ II ~ -EXISTING TREES TO BE REMOVED (2.1 TREES) I • . ~------,-------.~----~=-.-.,..,....,.. DENSITY WORKSHEET 1. GROSS AREA PROPERTY: 61,614 S,F. 2. DENSIlY CALCULATION EXCLUSIONS: 8680 S.F. (PUBUC ROAD AND JOINT ACCESS EASEMENT) 3. NET DENSIlY AREA: 52,934 S.F. (GROSS AREA -EXCLUSIONS) 4. NET DENSIlY IN ACRES: 1.22 AC. (DIVIDED BY 43,560 S.F.) 5. NET DENSITY: (LOTS DIVIDED BY NET DENSIlY AREA) 4.92 D.U. PER ACRE • -SERVING MORE THAN THREE LOTS , I -\+ , I --- SE: HAY VAllE:Y RD, Iij ~ ~ ~ ~ ~ -Sf 100m :l: >- -"'-,..-,z ..... Sc 102ND 51 ! 1= -NE 10TH ~ Sf ~ VICINITY MAP SITE DATA 1. TAX #: 0.32305-9014 2, SITE AREA: 1;41 AC. (61.614 S.F.) 3. EXISTING USE: VACANT 4. PROPOSED USE: 6 LOT SINGLE FAMILY DETACHED SUBDIVISION 5. EXISTING ZONING: R-5 (RESIDENTIAL 5 DUlAC) 6. PROPOSED ZONING: R-5 (RESIDENTIAL 5 DUlAC) SE 104TH Sf" 105JH ST ~ ~ ". MAY VALLEY COUNTY PARK w S[ 1121H T ... ~ ;!; SE 115TH ST 7. EXISTING COMPREHENSIVE PLAN DESIGNATION:URBAN RESIDENTIAL (4-12 DUlAC) B. PROPOSED COMPREHENSIVE PLAN DESIGNATION: URBAN DENSITY RESIDENTIAL (4-12 DulAC) 9. PROPOSED MIN, LOT WIDTH: 60' 10. REQUIRED I~IN. LOT WIDTH: 60' 11. PROPOSED MIN, LOT AREA: 7217 S,F. 12. REQUIRED MIN. LOT AREA: 7200 S.F. 13. PROJECT DENSllY: 4.92 DUlAC. 14. REQUIRED MIN. SETBACKS: STREET: 10' GARAGE STREET SETBACK: 20' INTERIOR: 5' BACK: 5' 15.-MAX BASE: FEIGHT OF BUILDINGS: 35' 16. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD SURVEYED BY CENTRE POINTE SURVEYORS OWNER R.A. WOLF 14702 S.E. 105TH PLACE RENTON. WA. 98059 DEVELOPER KBS DEVELOPMENT CORPORATION 12320 N.£. 8TH STREET. SUITE 6100 RENTON, WA. 98055 ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS. INC, 18215 -72ND AVENUE SOUTH KENT. WA 98032 (425) 251-622:< FAX (425) 251-8782 CONTACT: WAYNE POTTER OR ALI SADR, P,E, LEGAL DESCRIPTION LOT B OF BOUNDARY LINE ADJUSTMENT RECORDED UNDER I~LE # O£VELOPM£ CiTy OF ';fJ~~~NING Ocr 2 8 2004 RECEIVED en '1() Ll!o C/)Q) Wen _:::>z =zO WW~ z>v O<~ GlFa5 O~< Z .... :.: ~ I -Z ~O co!z S2w a:: ~ u.. .. ~--------------~ ~ EXPIRES 6/11/04 o ~ ;::: o z CD o J . Il.! Q CD l- I-l-I- I (/) (/) I a.. a.. a.. a u 6 z m o ~ w ~ .L .... 0 a. .... II>~ 0 .... II) tn'C .>< .-5E ~:li! u _ =LJ .a. "a. a. ...... C "'0 :H ==(1) "E ~E S!'N .~ c", CO' ell> a:: (5 W < o z o iii (;j a:: LEGEND PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED SANITARY SEWER • •• PROPOSED GRINDER SEWAGE PUMP ® EXISTING SANITARY SEWER PROPOSED WATER SYSTEM EXISTING WATER SYSTEM PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED CONTOURS EXISTING CONTOURS WEIlAND BOUNDARY WEIlAND BUFFER LINE EASEMENT LINE PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PROPOSED ROCKERY WALL NOTE: ALL ROCKERIES AND RETAINING WAUS OVER 48" (4.0') IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. ----(0)--- ----------{KC---------- ------22 ------ ................. )2 ....... m •• • ............... , WAY NOTE: FOR 7.5' WIDE SIDEWALK CENTER POLE BASE TO BE SET IN SIDEWALK AT 6,5' !"ROM BACK OF CURB CONDUIT 1.5' FROM BACK OF LU'''- TYPICAL ROAD SECTlON WITH STREE:T LIGHT NOT TO SCALE CONC, SIDEWALK ~, PRELIMINARY GRADING, STORM DRAINAGE AND UTILITY PLAN FOR WINDSTONE III U"'" i ,...~ i -"-"'-'\'-1 \' CBi / / /.-' \. / , 1r7---~~ 66 LF 8" PVC SS It 0.5 MIN.-, .... PAD ELEV. '" 450.0 "--150 2 -.., "" 63 LF 12" SO It u.~,&- \ WATER SERVICE 64 LF 8" PVC SS It U.O:ii,- -----FH )LCBtj LF 12" SO 0 0.5" ./ \ \ \ / / 66 LF 12" SO It 0,511:'- p,' AD ELEV. 1 " 450.0 \ '-C"I<:T"'" 8" WATER LlN~ , I.,-SIDE SEWER(TYP,) rAD E;U:V:\ \ 442,~ , , EXISTING EASEMENT & ASPHALT ~~:~~~---~dp.1~!L-1L.,-L TO BE REMOVED I i \ ';H!OOF DRAIN (lYP.l PAO ELEV. 448.0 f"-'''--.--"'---'-.--" --""'''·-~'ff'''N~:ffij;l;-IF.i5:: 8:-:; R!M=44g.90 '~-j1 LF 12" SD © 0.5% 37 BW""446.0 I i , , S{l c e \ \ \ \ 39 (F =441 00 (it..j'i 1f.~44 1:80 (ClOT) \ , , 35 36 26' PRIVATE DRIVEWAY TRACT THICKENED ASPHALT tu"lt-' HYDROSEED DISTURBED AREAS COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE -1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING TOP COURSE }ALTERNATE -- 1/2" COMPACTED DEPTH CRUSHED ROCK SURFACING BASE COURSE 4" COMPACTED DEPTH ATB '--~fJ'~;~E~,o~Bl~A~SIE~,~CLASS 'B' MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS 4,02 & 4.03 K.C,R,S,) JOINT USE DRIVEWAY TRACT NOT TO SCALE \\ \ \ \ , SANITARY EASEt-lENT \ . , 1· ... 30' o 15 30 60 ~-I~~! -.. -.. -... -~. ~ ----- \ ; \ \ \ \ ' \ 1 ::;.'" \ \ \ r~~ I \ '-,J \ \ '. , -~--"- \ ~~~Eo\ II \ " il , / / \/ /'->:t} /' I I / '" , / I ,/ .. " , I !/ / 1/// , ! / I / / ! I /f /; /, f ifill! ;i jltl i f f iff , i iIi if! j ! j i ' , i f i.. " .' ,i .. 1 " ! ! ! , i I , i I i Ii I , I I, I, i , HIGH POINT [lEV = 449.56 HIGH POINT STA = 1+ 19.70 PVI STA = 1+30,88 PVI ELEV = 449.70 A.D, = -2.76 K = 18.09 1---:50.0' VC---t ~+.~ g ~~ "It 0 ~ l0 ~ 15.2' Ii •. ....... ~ .............. -~. '.s! '.455" . , .:: '¢ •••. • . c)j ~ , ~tVi w •••.•.•. ~ ...••.• S,-:' •. ~ ~ ·(.·····!.oli).···; ; ; i5 RIM=448.9 . IE=44M' . 450 IIE=+4Q~25.. · .... · .... ·""-.i.. 0 L ----_____ ~~~~~rnt~-- 445 440 ~:fu""1 .. 9'. L •. IE IN=442.! • iE OUT =442.0 L !tIM •• ", 0+00 1 +00 KITSAP N.E. EXTENSION PROFILE 1· ... 30· HORIZONTAl '-.. 5' VERTICAl --<' . /'""" .N·· if 12" 0 1 0.5" R L :2: o ~ o o ..J 0: o LL Vl -'"' cou ~> zCt: ZW ~Vl a.-l « 0>-ZZ ~~ Z -0 COCt: ~> Ct:z t::Jw z --co COz z-w(;j -l> -Ct: >::> UVl EXPIRES 6/11/04 OEVElOPM-CITY oro':J:J:n-'1,~N!NG OCT 282004 RFCf:1 1 ['>\"'I -N 0. o ... .". ~ N ~ a. o ... .". ~ o o E o "' " '" o u Ul .". o o N '-.. ,-. N '-.. o 'f o c E o ~ .,... .,... o z m o J W o aj r WINDSTONE DIV. III SHORT PLAT Land Use Action No. LUA-04-136-SHPL Land Record No. LND-20-0399 A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., KING COUNTY, DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. Kolin B. Taylor President-KBS Development Corp. a Washington Corporation Solomon V. Avzaradel Treasurer-KBS Development Corp. a Washington Corporation Robert W. Ruddell Secretary-KBS Development Corp. a Washington Corporation Wash ington Federa 1 Sav ings, a United States Corporation by: its: DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS 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 PLAT. APPROVALS: EXAMINED AND APPROVED THIS ____ DAY OF ________ 2006. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF 2006. KING COUNTY ASSESSOR DEPUTY ASSESSOR ROAD DEDICATION: THAT PORTION DEDICATED FOR THE RIGHT-OF-WAY OF KITSAP PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER THE OWNER/DEVELOPER. SHALL DEFEND. INDEMNIFY AND HOLD THE CITY OF RENTON, ITS OFFICERS, OFFICIALS, EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM, INJURIES, DAMAGES, LOSSES OR SUITS INCLUDING ATTORNEY FEES, ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS. WATER UTILITY, SANITARY SEWER UTILITY, OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS, AND/OR ASSIGNS OF THE OWNER/DEVELOPER, SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ACKNO WLEDG MENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DA Y OF 2006, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED KOLIN B. TAYLOR, ROBERT W. RUDDELL, AND SOLOMON V. AVZARADEL PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT, THE SECRETARY AND THE TREASURER, OF KBS DEVELOPMENT CORPORATION, THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNO WLEDG MENT: STATE OF WASHINGTON ) ) SS CDUNTY OF _____ --....J) ON THIS DAY OF 2006. BEFORE ME. THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DUL Y COMMISSIONED AND SWORN, PERSONALL Y APPEARED _________ _ TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF WASHINGTON FEDERAL SAVINGS. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED, IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME l~ .... RE .. CO.R.D.IN.G .. N.O ...... ~)[~ ..... V.O.L.UM.E./.P.~.G.E .. ~ .. ~ RANGE 5 E., W.M. WASHINGTON PLAT NOTES: LUA-04-136 LND-20-0399 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) I STATIC (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) I STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1201076. DATED AUGUST 18. 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 6, 2004, THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) THE ARTICLES OF INCORPORATION FOR WINDSTONE DIV. III HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA, WASHINGTON. THE WINDSTONE DIV. III HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOR MAINTENANCE AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. 6) THE APPLICANT SHALL BE REQUIRED 10 PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FRONT YARD SETBACK AREA OF ALL LOTS WITHIN THE SHORT PLAT. THE APPLICANT SHALL BE REQUIRED TO RECORD A RESTRICTIVE COVENANT AGAINST THE PROPERTY PRIOR TO FINAL SHORT PLAT RECORDING, WHICH INDICATES THAT TWO TREES ARE REQUIRED TO BE PLANTED WITHIN THE FRONT YARD SETBACK AREA OF EACH NEW LOT. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION AND THE TREES SHALL BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW-t>RIVATE EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS. ARE TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 5 ANO 6 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN. THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD. DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT. PRIVATE SIGNAGE. AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. ~~~F~~~J~~ OCT 2 0 2006 RECEIVED RECORDING CERTIFICATE: Recording No. ________________ _ Filed for record this ___ day of _____ --'. 2006 at _ : _ LAND SURVEYOR'S CERTIFICATE: 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 August, 2006. CBNT~~ PMINTE Surveying, Inc., P.S. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax INDEX DATA: SURVEY FOR: NE-SE 03.l. T23N, R5E, WM KBS Development Corporation 12320 NE 8th Street, Suite 100 Bellevue, WA 98005 _.M. in book __ of at page __ at the request of Stephen H. Woods. Manager Superintendent of Records Stephen H. Woods Certificate No. 38965 DRAWN BY: D Woods DATE: Oct. 10. 2006 SCALE: N/A CHECKED BY: S Woods JOB NO.: 1459 DRAllNG NAIlE: SP3 KING COUNTY, WASHINGTON SHEET 1 OF 3 WINDSTONE DIV. III SHORT PLAT Land Use Action No. LUA-04-136-SHPL Land Record No. LND-20-0399 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION: Lot B, City of Renton Lot Line Adjustment Number LUA-04-136-LLA, recorded under Recording Number 20060119900011, in King County, Washington. being a portion of the Northeast quarter of the Southeast quarter of Section 3, Township 23 North. Range 5 East, Wi llamette Mer idian. in King County, Washington. BASIS OF BEARING: Washington State Lambert Grid-North Zone as determined by GPS observation. RENTON CC)NTROL MONUMENTS: City of Renton COfltrol Point 2097. Control Point 2097 was found to have a Lambert Grid North Zone coordinate of 191108.643 ft./ 1316760.378 ft. City of Renton Control Point 1845. Control Point 1845 was found to have a Lambert Grid North Zone coordinate of 186170.657 ft./ 1316637.843 ft. 34 3.~~ North quarter corner Sec. Twp. 23N., Rng. 5E., W.M. Calculated from Kinq Co. GPS S88°37'10"E 2645.46' 34 35 ~ortheast section corner Sec. 3.)r~ Twp. 23N .. Rng. 5E., W.M. ~ breakdown. - C\J lfl o C\J Ol S87°26'02"E 'q' 4!:'V-__ -I 3 2657.25' West quarter corner Se!. 3, Twp. 23N .. Rng. 5E .. W.M. Found brass disc in concrete stamped 4/3, incased, UJ : '<'""i 'q' 'q' C\J ° '<'""i 0 z 5302.87' 1322.81 . I~ I~ Calculated from City of Renton ftci Survey Control Network. 0 City of Renton No. 2097. ~ UJ East quarter corner Sec. 3, ...... Twp. 23N., Rng. 5E.. W. M. I ~ Found "X" in 10" stone . monument 0.6' 1'1 of 4" x 4" ~ fe~:e post@top of ditCh~3 I ~ " 1322.81' ~ . I C\J lfl ~I '<'""i _ 'q' UTILITY EASEMENT NOTE: I~ lfl I~ CONTROL SKETCH I ~ I~ A private easement is hereby reserved for and granted to the City of Renton, King County Water District #90, Puget Sound . Energy Company. Qwest. Comcast. (other private utilities), and their respective successors and assigns under and upon all private streets, alleyways and private drives, the exterior 10 feet parallel with and adjoining the street frontage of all lots and tracts and 5.00 feet parallel with and adjoining alleyways and private drives .Further easements are reserved over private lands for vaults, Pedestals and related facilities ("Vault Easements") adjacent to the 5-foot wide utility easement reserved in the preceding sentence as follows: the Vault Easement may occupy up to an additional 5-feet in width (for a total width of 10 feet) with the length of each Vault Easement extending 5 feet from each end of the as-built vault(s). The number and location of Vault Easements will be "as installed" during the utility's initial installation of facilities. The easements are reserved and granted in order to install, lay, construct, renew, operate and maintain underground pipe, conduit, cables. wires, vaults and pedestals with necessary facilities and other equipment for the purpose of serving th is subdivision and other property with electr ic, telephone, gas, te lecommun icat ions, data transmission. street 1 ights and uti 1 ity service together with the right to enter upon the lots and tracts at all times for the purposes herein stated. These easements entered upon for these purposes shall be restored as near as possible to their original condition. No lines or wires for transmission of electric current, or for telephone, cable television, telecommunications or data transmission uses shall be placed or permitted to be placed within this easement unless the same shall be underground. No permanent structure shall be placed within the easement without permission from easement owners. Yard Setback Note: A 5' yard setback for Lot 5 from the southern property line and for Lot 6 from the northern property line has been designated per City of Renton standards. o 1000 -, ---_ ..... , 1" Legend: ~- lfl 1322.54' _ C\J-J S87 '49' 15"E ~ I o I~ ~ ~ lill I ~ ~ ~ (I) I C\J~ South quarter corner '<'""i 1322.54 ' --2645.07' Rng. 5E .. W.M. Found Southeast corner Sec. 3, I Sec. 3, Twp. 23N., I noted 3" brass disc in Twp. 23N .. Rng. 5E., W.M. C\J ~ = Monument found as Visited April 01. 2005.' /concrete. Found monument, incased. ~ _ 1322.32~ 1322.32' 3 2 I I City of Renton No. 1845 .. ~ 10 S88 '12' 29"E 2644.64' - -10 11 DOCUMENTS OF RECORD: The following Recorded Documents effect the property: 20040831000521, 20051201000095, 20060502000615, 411867 20040429000792, 20040913002100, 20040526000446, 20050621002061, 20051020000338, 20051207002324, and 20060119900011. CEN1Ij;(I NT E Sutveylng, Inc., P.S. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax INDEX DATA: SURVEY FOR: RECORDING NO. [ VOLUME/PAGE ~ '------' ~~) I .I' LUA-04-136 LND-20-0399 VICINITY MAP o 2640 -I -__ --.... 1 I" --0' ~ w If) SE 100TH ST w > <I: ::I: SE 102TH ~ t-O) SE 105TH SITE q ~ T"t ~ PL w z w > <I: W ...J \---~ I ,,)--,,--1...... /~()~ISSA~ /s,'C.. MA Y VALLEY COUNTY PARK NE-SE 03 T23N R5E. WM KBS Development Corporation 12320 NE 8th Street, Su i te 100 Bellevue, WA 98005 DRAIN BY: o Woods DATE: Oct. 10, 2006 EXPIRES05-23-2007 SCALE: NA CHECKED BY: S Woods JOB NO.: 1459 DRAlING NAllE: SP3 KING COUNTY, WASHINGTON SHEET 2 OF 3 .' / ~ NW corner NE, SE ~ '-Section 3. Iw WINDSTONE DIV. III [,,-__ R_EC_O_RD_IN_G_NO_' __ ~J [,, ___ ¥_OL_UM_E_/P_A_G_E_~_IIIII!, / )/ / -. 0-'1' tn· (\JC\J o _ -LD o Z (T) I' I' (T) ill W - SHORT PLAT / / LUA--04-136 LND-20-0399 144.14' I I~ IDI 1\ TTr:.-~ VI', L.T'I I I LU 1 1 10' 2 118071 7, 860 SF 111. 50' 10' Utility", .1 Easement 'I ~ / : /1 ri}, / /!nf(} / 00). O);Z / ~ II I 1/"'; 'J 21' 2-1-.00 ' S87 '37' 38"E 153.50" I ~ South line of the N ---of the NE1/4 of the SE1/4 of Section 3. 1/2 I I 21'/ C01M,t,0 "'itL ."~_'I Stone Ridge (A,K,A, I ~ Windstone) Rec. No. I--:::> 20051020000337. (typ.) "'-t : I I 10' 23.94' / 24.63' / / /~5' Water Line / Easement Rec. No's S87°37'38"E 402.08' 20040831000521, 128.26' 4 118101 8, 400 SF S87"37'38"E 139.00' I I I I / 45' Radius Temporary ~ Turnaround Easement I m[iJ I II) . I "(Y) ~ ~cr I / III/~ <:;J I I / /-10' Utility Easement I I r- --Rec. No. _____ _ 3 118041 8. 570 SF NEW AND PRIVATE 26' ACCESS & UTILITY EASEMENT FOR LOTS 5, 6 AND LOT 35 OF THE PLAT OF STONERIDGE .--=------~ -=--------130.00' I ~yl. 1\ L.\j L " :::<1 II Dr)" ~ I" LjL.T'I I'~J" 11\j, f) f'I f'lh f'l11QQf'If'I f'l11 LUUUU IlvvUUU II I 11\ IDI 1\ TTC'~ VI', L.T'I I I LU ---- 81. 10' 5 118001 12, 350 SF 116.49 ' o o tf) (\J -w (\J (\J (\J (\J " C\J o Z 10,06' N02'22'20"E B.77' to C\J , S87"37'38 h E 256,56' 20' Access & ~. • utility easement"""""=============-----'" ~ ~ rt15' Sanitary Sewer ' . ..... , per Plat S87 037' 38"E 185.31' ',,,-------1 __ .J ___ I_Eas:~ Per Plat. ~ ~ ~r-----l.-L--f~~~~~l~,==: [ ". ~ ------__ _ I I 150.86' I . -34.4~ " --II~; R=409.00' ?-f---A= 1 '34 ' 23" L=11.23' 10' I I : I Ii ~ L.9 ---\-\ I . (1) I ~~ ~ tn C\J . ..... o z --- SW corner NE, SE -- , .K ction 3. ----- TOTAL ACREAGE: OVERALL -61.630 SQ. FT.I 1.415 ACRES LEGEND: ~ = MONUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. )8( = SET "X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED " 22338/38965". 199991= Lot address. \ \ \ \ \ \ \ I ~~ ~ 37 6 I ~~ to \ \ 117321 I j~ ~ o \ 11,500 SF I o~ z \ _ _ I _w -----\ I \_ - - -~,-I 10' C::J \ \ ~)~) I ~h \ \ ~u ;::)I'-j+ n+ C"::+nnr') Didnr') \ \ I I~/'-'/1 '-"'-\,/"'-' 1\, ,':::1"-' ( ~r'<\/ ~ ""i n dc,,-I-,-,nr') J " I \ V V ,,' ,) I.. ,/, " ... \ 'VI ,'-./' II.' ') -=-. :"} ::) r, c") h '1 ~ h ~) ___ \ L-\.../ '-, I '::::1" "-' I "-' '-" ..-----\ ------------ I I I -+-' 1-- o 20 40 CEN7Ij(I NT E INDEX DATA: ~I~ .... '--·I SCALE: 1" 20' Surveying, Inc., PoB. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE: Oct., 10 2006 JOB NO.: 1459 SCALE: i" = 20' DRAlING NAllE: SP3 SURVEY FOR: NE-SE 03 T23N KBS Development Corporation 12320 NE 8th Street. Suite 100 Bellevue. WA 98005 WM KING COUNTY, WASHINGTON SHEET 3 OF 3 WINDSTONE SHORT DIV. PLAT III Land Use Action No. LUA-04-136-SHPL Land Record No. LND-20-0399 A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 KING COUNTY, N. , DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. R;6ert W. Ru dell Secretary-KBS Development Corp. a Washington Corporation "L k. So);;on V. Avz~adel Trea5urer-KBS Development Corp. a Washington Corporation Was ington Federal Saving, a United States Corporation by: JAIMeS 'E;. CAbY its: sR.. Vtce PlZI!Ai()€AJr DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANT AND AGREE TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENT(S) SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISIONS THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. APPROVALS: THIS /1 T1t DAY OF -<M...:....c.,t-'--l-Y ___ 2007. WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: EXAMINED AND APPROVED THIS DAY OF 2007. KING COUNTY ASSESSOR DEPUTY ASSESSOR ROAD DEDICATION: THAT PORTION DEDICATED FOR THE RIGHT-OF-WAY OF KITSAP PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER THE OWNER/DEVELOPER, SHALL DEFEND, INDEMNIFY AND HOLD THE CITY OF RENTON, ITS OFFICERS. OFFICIALS, EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM, INJURIES, DAMAGES, LOSSES OR SUITS INCLUDING ATTORNEY FEES, ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS, WATER UTILITY, SANITARY SEWER UTILITY, OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BONO THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES, THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS, AND/OR ASSIGNS OF THE OWNER/DEVELOPER, SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ACKNOWLEDGMENT: STATE OF WASHINGTON ) //.--./0 ) SS COUNTY OF ~kI'\1 ) ON THIS IOtJJ DAY OF /11// " 2007. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC INv.rND FOR THE STATE OF WASHINGTON. DUL Y COMMISSIONED AND SWORN. PERSONALLY APPEARED KOLIN B. TAYLOR, ROBERT W. RUDDELL. AND SOLOMON V. AVZARADEL PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT. THE SECRETARY AND THE TREASURER. OF KBS DEVELOPMENT CORPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. HERETO AFFIXED THE DAY AND YEAR IN THIS NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN K'PfKI.IIA4' MY COMMISSION EXPIRES: 8'-30-eCf ( ::;., !-/,1 t;. S"vi""dtc PRINT NOTARY NAME ACKNO WLEDG MENT: STATE OF WASHINGTON ) ~ )SS COUNTY OF nJ:Jrj ) ON THIS Llj::ff. DAY OF Mitt 2007, BEFORE ME. THE UNDERSIGNED, A NOTARY PUBLIC IN AN FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED ~~(J ,;.~A~~ TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EV ENCE) TO BE THE SA.~ At~£~ OF WASHINGTON FEDERAL SAVINGS. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. OF WASHINGTON. RESIDING IN ~l~d MY COMMISSION EXPIRES: t·3t?~ LW/iS G. (clau.r-hr PRINT NOTARY NAME [", __ HE •. C.O.R.D.IN.G_N.O' __ .tJJ[ , __ .VI.oL.ml_E./P . .A!.G.E_l_· ~ RANGE 5 E., W.M. WASHINGTON PLAT NOTES: LUA-04-136 LND-20-0399 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1201076. DATED AUGUST 1B. 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 6, 2004. THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) THE ARTICLES OF INCORPORATION FOR WINDSTONE HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA, WASHINGTON. THE WINDSTONE HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOR MAINTENANCE, AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. THE WINDSTONE DIV. III PROPERTY IS SUBJECT TO/SHALL BE SUBJECTED TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONERIDGE (A.K.A WINDSTONE), KING COUNTY RECORDING NO. 20051020000338, AS AMENDED (THE CCGRS) BY AMENDMENT TO THE CCGRS. IF THE HOA IS DISSOLVED OR FAILS TO PAY PROPERTY TAXES FOR A PERIOD OF 18 MONTHS, THE OWNER OF EACH LOT WITHIN DIV. III AND ANY PREVIOUS OR SUBSEQUENT DIVISIONS SUBJECTED TO THE CC&RS SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN ANY AND ALL COMMON AREAS AND SHALL SHARE EQUALLY IN ALL ATTENDANT FINANCIAL AND MAINTENANCE OBLIGATIONS. 6) THE APPLICANT SHALL BE REQUIRED TO PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FRONT YARD SETBACK AREA OF ALL 6 LOTS WITHIN THE SHORT PLAT. THE TREES ARE REQUIRED TO BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. FILED UNDER RECORDING NUMBER ____________ __ PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT: NEW, PRIVATE NON-EXCLUSIVE EASEMENTS FOR INGRESS, EGRESS AND UTILITIES ARE HEREBY· CREATED UPON RECORDING OF THIS SHORT PLAT. THE OWNERS OF LOTS 5 AND 6 OF THIS DIV. III AND THE OWNER OF LOT 35 OF THE PLAT OF STONERIDGE (A.K.A. WINDSTONE), KING COUNTY RECORDING NO. 20051020000337, SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN, THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE. AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. DECLARATION OF PROTECTIVE/RESTRICTIVE COVENANTS: ALL OF THE PROPERTY LOCATED WITHIN THIS SHORT PLAT SHALL BE HELD, SOLD, AND CONVEYED SUBJECT TO THE THIRD AMEDMENT TO THE DECLARATION OF PROTECTIVE COVENANTS FOR THE PLAT OF STONE RIDGE (A.K.A. WINDSTONE) FILED UNDER RECORDING NUMBER RECORDING CERTIFICATE: Recording No. ________________ _ Filed for record this _____ day of ____________ ~ 2007 at _._ LAND SURVEYOR'S CERTIFICATE: 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 August, 2006. CBN7IJf! NT E Surveylnfl, Inc., Po •• 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax INDEX DATA: SURVEY FOR: NE-SE 03 T23N R5E. WM KBS Development Corporation 12320 NE 8th Street, Suite 100 Bellevue, WA 98005 _. M. in book __ of ___________ at page __ at the request of Stephen H. Woods. st~l.I- Certlficate No. 38965 Superintendent of Records Manager [lRAWN BY: D Woods [lATE: Oct. 10, 2006 SCALE: N/A CHECKED BY: S WOO d s JOB NO.: 1459 IlRAlING HAllE: SP3 KING COUNTY, WASHINGTON SHEET 1 OF 3 .. " , WINDSTONE DIV. III SHORT PLAT Land Use Action No. LUA-04-136-SHPL Land Record No. LND-20-0399 A PORTION OF THE NE CITY OF RENTON, 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP KING COUNTY, 23 N., RANGE 5 E., W.M. WASHINGTON LEGAL DESCRIPTION: Lot B, City of Renton Lot Line Adjustment Number LUA-04-136-LLA, recorded under Recording Number 20060119900011, in King County, Washington. being a portion of the Northeast qUarter of the Southeast quarter of Section 3, Township 23 North, Range 5 East, Wil1amette Meridian, in King County, Washington. BASIS OF BEARING: Washington state Lambert Grid -North Zone as determined by GPS observation. RENTON CONTROL MONUMENTS: City of Renton Control Point 2097. Control Point 2097 was found to have a Lambert Grid North Zone coordinate of 191108.643 ft.! 1316760.378 ft. City of Renton Control Paint 1845. Control Point 1845 was found to have a Lambert Grid North Zone coordinate of 186170.657 ft.! 1316637.843 ft. UTILITY EASEMENT' NOTE: A private easement is hereby reserved for and granted to the City of Renton. King County Water District #90, Puget Sound Energy Company. Qwest, Comcast, (other private utilities), and their respective successors and assigns under and upon all private stre~ts, alley~ays and private drives, the exterior 10 feet parallEl with and adjoining the street frontage of all lots and tracts and 5.00 feet parallel with and adjoining alleyways and private drives .Further easements are reserved over private lands for vaults, Pedestals and related facilities ("Vault Easements") adjacent to the 5-foot wide utility easement reserved in the preceding sentence as follows: the Vault Easement may occupy up to an additional 5-feet in width (for a total width of 10 feet) with the length of each Vault Easement extending 5 feet from each end of the as-built vault (s). The number and location of Vault Easements will be "as installed" during the utility's initial installation of facilities. The easements are reserved and granted in order to install. lay, construct, renew, operate and maintain underground pipe, conduit, cables, wires, vaults and pedestals with necessary facilities and other equipment for the purpose of serving this subdivision and other property with electric, telephone, gas, te lecommun ications, data transmiss ion, street 1 ights and ut il it y service together with the right to enter upon the lots and tracts at all times for the purposes herein stated. These easements entered upon for these purposes shall be restored as near as possible to their original condition. No lines or wires for transmission of electric current, or for telephone, cable television, telecommunications or data transmission uses shall be placed or permitted to be placed within this easement unless the same shall be underground. No permanent structure shall be placed within the easement without permission from easement owners. Front Yard Setback Note: The front yard for Lot 5, the yard abutting the southern property line, has a required minimum setback of 15 feet for the primary structure and 20 feet for a garage which accesses from the front yard. The front yard for Lot 6, the yard facing the northern property line, has a required minimum setback of 15 feet for the primary structure and 20 feet for a garage which accesses from the front yard. 34 3.r~ S88°37'10"E 2645.46' __ 34t 35 ------ North quarter corner Sec. Twp. 23N .. Rng. 5E., W.M. Calculated from King Co. GPS breakdown. 4 !-::V- 1 3 SS7°26'02"E 2657.25' West quarter corner Sec. 3, Twp. 23N., Rng. 5E., W.M. Found brass disc in concrete stamped 4/3, incased, CONTROL SKETCH o 1000 ~I ~iiiiiiIIII"-.1 -- {\J II1 0 C\J OJ -q LU = ~ -.:;r "'" (\J 0 ~ 0 z C\J r--. ...... I~ I~ I I I~ -.;;r 1" I~ 5302.87' 1322.81 ' South quarter corner Legend: o = Monument found as Visited April 01. I Sec. 3, TWD. 23N., Rng. 5E., W.M. Found t d 3" brass disc in ~go~.· /concrete. ~g:;_ __ 1322. 32 ' 3, /11 Northeast section corner Sec. 3,J ~ Twp. 23N., Rng. 5E., W.M. Calculated from City of Renton Survey Control Network. City of Renton No. 2097. East Quarter corner Sec. 3, ~ Twp. 23N., Rng. 5E., W. M. I ~ Found "X" in 10" stone II1 monument 0.6' W of 4" x 4" {\J fence post @ top of ditCh?J ~ T - -3 2 1322.81 ' I t:----, I ~""'\J 1322.54 ' 2645.07' -- ., Southeast corner Sec. 3, Twp. 23N., Rng. 5E., W.M. Found monument, incased. 1322.32' 3 2 ----10 City of Renton No. 1845.~ ---SSS"12'29"E 2644.64' 10 11 DOCUMENTS OF RECORD: The following Recorded Documents effect the property: 20040831000521, 20051201000095, 20060502000615, 411867 20040429000792, 20040913002100, 20040526000446. 20050621002061, 20051020000338, 20051207002324, and 20060119900011. INDEX DATA: [, __ REC_O_RD_IN_G_N_O_. _..,.J][ ~ __ VO_L_Ul4_E_/P_ A _ G _ E _)_.~ LUA-04-136 LND-20-0399 I K VICINITY MAP a 1320 2640 L::J i I SCALE: 1" 1320' E.Y RD ~ UJ (/) SE tOOTH ST w > « J: SE 102TH ,§.I I-00 ... ~ ~ SE 105TH PL UJ z LU en SITE LU q > w « > « UJ -I H z I r /.'~O~ISSA~ /s'C.. MAY VALLEY COUNTY PARK NE-SE 03 T23N R5E, WM CENTR~ P INTE SURVEY FOR: Surveying, Inc., POS. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE: Oct. iO, 2006 JOB NO.: 1459 SCALE: NA DRA lING NAlI.E: S P 3 KBS Development Corporatlon 12320 NE 8th Street, Su i te 100 Bellevue, WA 98005 KING COUNTY, WASHINGTON SHEET 2 OF 3 • • . . --------------------------------------------------------------------------------------------------1------------------/-/::/~/,.------/-/::/~/,.--------------------------------.. r(----:RE:C~O;R~DI:N~G-N:O~.----~] [ VOuna/p .. E ~ r=-~:c~~~~e~NE. SE WINDSTONE DIV. II >/ // LUA--04-136 On lC'J ,~ . ''-C'~ ru 0 m ru ...... UJ ..... 0 m ru . ...... 0 Z Iw -. 0 ...... . I' m· ruru . ...... ...... m o z Found rebar with yellow eap etamped "GEO-D X5025 " O. l' East of line. I o (£) (]J u C (]J \I- "0 0 0 3: . lD 0 0 Found 1.5' iron pipe, 0,5' East and 0.2' North of lines, 144.14' :2 118071 7. 860 SF S87"37'38"E 120.49' 1 118011 7. 450 SF 111.50 ' S87"37'38"E 153.50' L (RADIAL) South lin~ of the N 1/2 of the NE1/4 of the SE1/4 of Section 3. S H 0 RT P LA T // // LND-20-0399 ~ I ,,-I-~ I I~ IDI A TTr:.-r"'I VI ~, L_n I I LU / / 10- 10' Utility~ .1 Easement "'I / ~ I • // ~ / i]R! / . . n,r1 / ~ II / / / / I / 1/" ~ \ I I I I I \ / . r'r) { -('r) /'\/20; I u-j!P' CD ('r)' I ~ ..... ~ I II I <:J I I 21' I I 10' ~ • ILl .... , .... 0 -no en-C\J £'l ~ 21' :z / / '\ L.\)L n // // 15' Water Ll'ne 'd~1 A Dr),' ~I" ,L.n I '~J\_ I h./. / / Easement Rec. No's o ""t=:"11GCY""'11 / / 20040831000521. L..l.Jl.JvU Ilv ..... 1.J1.J1.J II / S87 °37 ' 38" E 402.08' ~~ ~P~)\ ~~ED 128.26' 4 / 45' Easement For ~Emergency Access Ree, No, _____ _ --- 3 118041 8. 570 SF NEW PRIVATE 26' ACCESS & UTILITY EASEMENT FOR LOTS 5, 6 AND LOT 35 OF PLAT OF STONERIDGE ~ ----130.00' ------- 81.10' 5 I 180§] 12. 350 SF 116.49' N02"22'20"E B.77· R-409.00' .r-t--h.= 1 ·34 ' 23" lO ru 20' Access & utilit:.lc;;;;;;;;;;;;~=======::::=_____ in lO 15' Sanitary Sewer easement per Plat ...... ru rI Easement. Per Plat___ _ L=lL23' 0 0 m ru ...... W : ru ru ru C\J . ru 0 z 10.06' - LO ...., (l1 I' I' (l1 (£) Stone Ridge (A.K.A. Windstone) Ree. No. 20051020000337. .(tyP.) I of Stonerid g eS87 .37' 38 "E 185,31' ",,"'-------1 __ -.1 ___ I_~~toner1dge ____ ~ ~~--------~-L------~~~----~~_L~,,~ __ _4 [ '-. _______ _ . -. --J 150.86' - - -'..:J I 10' I I 34.45' I ..... 1,,1 n"- w lC1 ru . ..... o z ----- SW corner NE, SE cuon 3. ----- TOTAL ACREAG E: ---- OVERALL -61. 630 SQ. FT./ 1.415 ACRES LEGEND: ~ = MDNUMENT FOUND AS NOTED. VISITED AUGUST 7, 2001. ~ = SET • X" IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. • = SET *4 REBAR WITH YELLOW PLASTIC CAP STAMPEO " 2233B/3B965". 199991= Lot address. I K I I I 10' I \- I \ \ \ \ \ \ <:l.) \j l\S Q:l ~ l\S tI) ""\..,) ....... ~ I I ! I 0 \ I I . CD I ~~ 3: :s..... _ \ I ~~ ~ \ ~ -1 6 I ~& lC1 I.; / I ::::...; C\J .\ \ ~ 117321 I ~ ~ g \ \ \ \ • 11.500 SF l0gJ z " ~_-ILI l, __ I ~ i ------. \ <" i 10 \ 35 I \ \ \ ------\ ~~ '\ '\ I.. .11...1 ------~m~D~E~X~M~T!~·----------------------------------~ I 1 .. I -+.J -r-. '-oJ . ~'- f--- o 20 40 CBNT~~ PMItL'{§ NE-SE 03 T23N WM -I -__ 1"'--' SCALE: 1" 20' 33701 9th Avenue South -Federal Way. WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE: Oct. 10, 2006 JOB NO.: 1459 SCALE: 1 " = 20' DRAlIDIG Nill: SP3 SURVEY FOR KBS Development Corporation 12320 NE 8th Street. Suite 100 Be llevue. WA 98005 KING COUNTY, WASHINGTON SHEET 3 OF 3 ,. , i· ----.-... -... --~~ l-I-I-0 " z I-" z ~ I ~ ~ I I~ (f) ~.J.:,;..,.;;.J::...--:';;'-l (f) I a.. a.. a.. o " g rn o ~ L:C: w oc x ~ ..J~ o....w ~Z <t:f2 Zoo -0 ~Z ....J-~s: 0.... '" ~ 0 Z , I , 1 I , I II ! i \ \ ! I \ ! I ! , \ (:';---1 ! : I . ! i i IJf : ~ f !, ! " , I I) Ii I ! 1--' I ' ! ! I ! I EXISTING BU!tf)ING NEW RIGI,T -(IF-l"''' ___ _____ ----~_d; ............. LEGAL DESCRIPTION , Cedar LOT 2 AND THE EAST 164 FEET OF LOT 3, KING COUNlY SHORT PLAT NO, 486017 AS RECORDED UNDER RECORDING NO. 8703039001 AND CORRECTED BY AFFIDAVIT RECORDED UNDER RECORDING NO. 8706260950. TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY !N ACCORDANCE WITH DECREE QUIETING TITLE IN KING COUNTY SUPERIOR COURT CAUSE NO. 86-2-22118-2 ENTERED ON MARCH 23, 1987: THE WEST 840.50 FEET OF THE SOUTH 330.00 FEET OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER 9': SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDAN, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 165,00 FEET THEREOF, AND; EXCEPT THAT PORTION LYING WITHIN THE SOUTH HALF or THE SOUTH HALF OF SAID SUBDIVISION, AND; EXCEPT THAT PORTION THEREOF LYING WESTERLY OF T~E NORTHERLY EXTENSION OF A LINE LYING 164.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF LOT 3 OF SAID KING COUNTY SHO~T PLAT NO. 486017; . AND EXCEPT THAT PORTION OF LOT 2, KING COUNTY S"ORT PLAT NO. 486017 RECORDED UNDER RECORDING NO. 8703039001; DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2; THENCE SOUTH 87' 49' 15" EAST ALONG THE NORTH L1~E OF SAID LOT, A DISTANCE OF 97,38 FEET TO THE TRUE POINT or BEGINNING; PRELIMINARY PLAT FOR WINDSTONE IV A PORTION OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N" RANGE 5 E., W,M. ". Pl>"/ATC ... \ " \ \ THENCE SOUTH 02' 10' 45" WEST, A DISTANCE OF 158.13 FEET TO TI'IE SOUTH LINE OF SAID LOT 2 AND A POINT ON A CURVE CONCAVE NORTHWESTERLY, THE RADIAL CENTER OF WHICH BEARS NORTH 19' 44' 42" WEST; THENCE NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 95.00 FEET, THROUGH A CENTRAL ANGLE OF 31' 38' 59", A DISTANCE OF 52.48 FEET TO A POINT OF REVERSE CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY, THE RADIAL CENTER OF WHICH BEARS SOUTH 51' 23' 41" EAST; THENCE CONTINUING NORTHEASTERLY ALONG THE SOUTH LINE OF SAID LOT 2 AND THE ARC OF SAID CURVE HAVING A RADIUS OF 65.00 FEET, THROUGH A CENTRAL ANGLE OF 53' 34' 26", A DISTANCE OF 60.78 FEET; THENCE CONTINUING ALONG THE SOUTH LINE OF SAID LOT 2, SOUTH 87' 49' 15" EAST, A DISTANCE OF 223.23 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 01' 24' 12" EAST ALONG THE EAST LINE OF SAID LOT 2, A DISTANCE OF 100.02 FEET TO THE NORTHEAST CORNER OF SAID LOT; THENCE NORTH 87' 49' 15" WEST ALONG THE NORTH LINE OF SAID LOT, A DISTANCE OF 315.14 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT COUNTY ROADS. CITY OF RENTON, WASHINGTON / \ ......... ~ ... . , \ , , , , , \" '. '\'" ...... ~., Fir' , Ced:lI' .. \ \\ \ I \ \ \ \ , F\r \ \ .. p'\ \ J f\8 I . Pin&,t) i ~\ . \ \ \ \ i, \ I i 1 I , f l-·"~""·o-.~-,. EXI~TING \ ' EXISTING : IILLI"!>:\: BUILDING; ;'~l TO BE ! : Ij REMOVED; ; j f.-.. , • 1 ~, ',~.~-.. -~-~~:/ I (ALSO KNOWN AS LOT Z, KING COUNTY BOUNDARY LINE ADJUSTMENT APPLICATION NO. LOOL0089, RECORDED UNDER RECORDING NO. 20020702900007.) TOGETHER WITH AN EASEMENT FOR ROAD AND UTILITIES OVER THE SOUTHERLY PORTION OF LOT 1 AS DISCLOSED ON THE FACE OF THE SHORT PLAT. LOT AREA TABLE LOT # AREA (S.F.) LOT # AREA (S.F.) 1 8448 5 8280 2 7973 6 11.799 3 8218 7 9479 4 8280 8 8577 TOTAL LOT AREA 71,054 S,F. 1.63 lie. AVERAGE LOT AREA 8882 S,F. l Li ..... ~"' ....... = ---------- SITE DATA ~ <> ""-E 24TH SI 0 w '" ----1~ > " '" >-~ R ..-< NE 10TH ~ ST :! VICINITY MAP 1. TAX #: 032305-9269 AND 032305-9270 2. SITE AREA: 1.98 AC 3. EXISTING USE: VACANT 4. PROPOSED USE: 8 LOT SINGLE FAMILY DETACHED SUBDIVISION 5. EXISTING ZONING: R-5 (RESIDENTIAL 5 DUlAC) 6. PROPOSED ZONING: R-5 (RESIDENTIAL 5 DUlAC) w " Sf 112TH ST Sf: 116TH Sf 7. EXISTiNG COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL (4-12 DUlAC) 8. PROPOSED COMPREHENSIVE PLAN DESIGNATION: URBAN DENSITY RESIDENTIAL (4-12 DUlAC) 9. PROPOSED MIN. LOT WIDTH: 60' 10. REQUIRED MIN. LOT WIDTH: 60' 11. PROPOSED MIN. LOT AREA: 7973 S.F. 12. REQUIRED MIN. LOT AREA: 7200 S.F. 13. PROJECT DENSITY: 4.85 DUIAG. 14. REQUIRED MIN. SETBACKS: FRONT: 20' REAR: 25' INTERIOR SIDE: 5' SIDE ALONG STREETS: 15' 15. MAX ~ASE HEIGHT OF BUILDINGS: 35' 16. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD SURVEYED BY CENTRE POINTE SURVEYORS OWNER/DEVELOPER KBS DEVE'PPMENT CORPORATION 12320 N.E. 8TH STREET, SUITE #100 BELLEVUE" WASHINGTON 98005 CONTACT: CURTIS SCHUSTER (206) 623-7000 ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS. INC. 18215 72nd AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: WAYNE POTTER OR ALI SADR, P.E. LEGEND ~ {I ';~ -EXISTING TREES TO REMAIN (2 TREES) ~ •. ~ -EXISTING TREES TO BE REMOVED (27 TREES) INDEX TO SHEETS: 1 OF3 PRELIMINARY PLAT MAP 2 OF 3 PRELIMINARY QRADINQ, STORM DRAINAQE AND UTILITY PLAN 3 OF 3 EXISTlNQ EASEMENT MAP DENSITY WORKSHEET 1. GROSS AREA PROPERTY: 86,249 S.F. 2. DENSITY CALCULATION EXCLUSIONS: 15,356 S,F. (PUBLIC ROAD, SENSITIVE AREA AND JOINT ACCESS EASEMENT') 3, NET DENSITY AREA: 70,893 S.F. (GROSS AREA -EXCLUSIONS) 4. NET DENSITY IN ACRES: 1.63 AC. (DIVIDED BY 43,560 S.F.) 5. NET DENSITY: 4.91 D.U. PER ACRE (LOTS DIVIDED BY NET DENSITY AREA) z o ~ o o --1 :r: 1-::::> o (j] Vl .W (00 z--> zOo: ZW ::;111 Q...J <C of-zZ ::;~ Z ·0 (0", ~> ct:z Ww w z . -0 0Z z-WL:; ..J> -oc 2::::0 OVl EXPIRES 6/11/06 DEVELOPMENT PLANNING CITY OF REmON ----fErrr·20(fr~ RECEIVE[' o z m o "") w o a:i l-I-l- I- I V> V> I a.. a.. a.. " u g ro o " ~ ::E ...J <!-1-= Ww Oz O~ 000 00 IZ 0:-03: m a -w z z o en (;j ~ o z 1" -100' 200 )'" "'" ;;,1 j J 807904 0110 807004 0120 '--~.~ .. -! I wi , (I) i i ~i ,« --'~-j I' 0, ZI N. ~I I I (63.50') ffi/fm 0010 (86.26') • nO", .~-,~ 8079]1 0720 I I I I I -'-,-,~&",.Y 00790' 0710 ffi/902 0100 007001 0300 007902 0200 ffi/902 0250 007004 0480 ffi/OO4 0500 007001 0380 .. , ':'i.: ffi/902 0210 \ \ NE 1BT~C.:r_-~\ --\ \ \ I __ ",._ I '-_, 807004 0300 I I I I I I I I Ii -·--.1 007004 0150 '- 032305 \ 9065 1~9~;2~~8~~8~1o'123()5k 807904-0190' II (0.21 Ac,) (0,15 ,,9289 I (0,15 Ac,) I J'0.~-;;;-;;:;;:-Ir:0~32;3~0~5L.1-l_J~ 807904-0200 i i i , i _1001_ 9160 032305 (0,19Ac,) 9305 032305 9307 (O.19Ac,) " " (0,.13 Ac.) 032305 , : 901\8 , , {'l r'lA '" r.\ \ 807904 0210 807904-0230 I I I I I I , . 807004 0360 807004 0330 807901-0020 807901-0010 ffi/902 0310 807902-0300 807904-0430 (0,84 Ac,) 2 '''''<540 0300 032305 9291 (0.30 Ac,) / / I ./ ./ / ./ / / ./ ./ ./ ./ ./ ./ ./ /' 803540 0380 803540-0370 523000-0230 '{)0002- 032305·9192 ~ I (0.10 Ac.) ....L. t---::-;:=::-----l 1-' "-.... 032305-9159 177640-0010 ~ 9231 (0.30 Aco) I I / / / / v..,,,,./,., 05-904 7 (;/87 Ac.) / ./ ./ / / ./ ./ (1.41 Ac.) KING COUNTY CITY OF RENTON 032305 9210 (0,42 Aco) 032305-9014 (6.12 Ac.) , \ \ , \ , , I I 1032305-9042 (0.'3 Ac,) CITY 10FI RENTON I (0,85Aq KING COUNTY 032305-9277 (1.20 Ac) 807904-0320 032305 9070 \ 032305 11-------'9021 032305 9238 (0.41 Ae.) 032305 9124 m qn A"-l (3.56 Ac!) I I I W, I I 032305 9276 (0.30 Ae,) I I .I W' .1 Cl)i , I-------lw, 032305 9256 (0,30 Ae.) 032305 9280 (0.30 Ae.) ()I «I -.oJ' 0..1 I I I I w· (1)1 -'I D-. 1-------1 I I 1-' 032305 LOI .... 1· ~ 032305 9278 (1.11 Ae.) 032305 9017 (0,58 Ae.) (2.47 Ac.) 032305 9234 (0.30 Ac.) 523000 008 177640 0030 032305 9190 (024 Ac,) 032305 9173 (042 Ac.) 523000 0070 -00001- 032305 9045 (0.56 Ac.) 032305 9208 (022 Ac) 032305 9209 (022 Ac) 032305 9180 I I (0.31 Ac.) _I ___ .J 032305 9120 -42- (2.17Ac.) ,/ S.E. = 0037 w.OA. 022305 9062 , (0,39 Ac.) . i i I /1 , , 9061 (048 Ae.) , / / .. Z o ~ () o ...J (t o LL I-Z w ::E [L o ...J ~ o I() o o ~ z § z I 00 ~ '" g ~ "' ~ ~---------------1 a EXPIRES 6/11/06 o z m o -, w ~ m l-I-l-I- I Vl Vl I a. a.. a. 0; o o z <n o ~ . -------... _ .. _-------_._-'--'-- z o Vi [;j a:: o z 1" -100' o 50 100 200 fM ~Ni.~_ i'l1 *M;i;ii@~ ..:J4 70 = 0010 807001 0720 807001 0710 807901 0090 807901 C680 --'--;(6AA3;:;;50"1 '-1l(8;S;. '''''6')-'---meg<l'l... I 6.'10' )6.22') I I I I I I I I 1 I I --.1 807904 0150 032305 I / .I I 1 1 I I 80790~ 019() 807902 0200 807902 0250 807904 0480 Bn7902 0210 807904 0000 9065 1~:;~~103'!305~ (0.21 Ac.) ~~88 9289 . 807904-0190 . 032305 9160 (0.19Ac.) 032305 9307 (0.19 Ac.) (0.15 Ac.) t--~~~--t ! ---I;; 807904-0200 0$2305 9305 (C\13Ac.) 1-0 jr- .(fJ 03230!f'\ ;!~~ i I 807904 0240 807904 0250 1 I I I I \ \ \ \ \ I / / I I I I I 807904 0330 807901-0020 807901-0010 807902 0320 807902 0310 807902-0300 (0.84 Ac.) ----...... / '., ( \ \ 1 \ / 540 0300 032305 9291 (0.30 AG.) 807904-0320 032305 1,1-------,9021 032305 9238 (0.41 Ac.) 032305 9124 fn ~f) Ar. ) (3.56 Aci) 1 I lJJl 1 I I I I 803540 032305 9290 032305-9159 (1.41 Ac.) 032305-9047 (3.87 Ac.) KING COUNTY CITY OF RENTON 032305-9014 (6.12 Ac.) I I I I \ \ \ \ \ \ \ \ \ \ / 523000-0230 -00002- 177640-0010 177a4e'-CI020 N.E. 032305 9210 (0.42 Ac.) 523000 008 177640 0030 03230" 9190 (0.24 Ac.) 032305 9173 (0.42 AG.) '-'-'-'- 523000 0070 -00001- 032305 9045 (0.56 AG.) 032305 9208 (0.22 Ac) 032305 9209 (0.22 Ac.) -_0_0_. 032305 9180 (0.31 AG.) I I I I I 1 I I I !--D--3-2-305r903$ : 1 1-L ______ I --J. i (b89 Ac.) I I I I L __ ..l_ -I _____ .J I 1 1 032305-9042 (0.13 Ac.) CITY IOFI RENTON I (0.65 Ac.) 032305-9277 032305 9276 (0.30 AG.) 032305 9256 (030 AG.) 032305 9280 (0.30 Ac.) 032305 (1.20 Ac.) 032305 9278 (1.11 AG.) KING COUNTY 032305 9017 (0.58 Ac.) 032305 9070 (2.47 Ac.) 032305 9234 (0.30 Ac.) ./ ./ 032305 9120 -42-. (2.17 Ac.) , l I S.E. 522000 0037 .QOO:JA. STREET 9061 (0.48 AG.) .-~ /' / z o ~ c: o ~ !z w ~ n... g ~ o EXPIRES 6 /11/06 " - o z CD o """) Ll.l Q !D w < o z 807905 0010 807901 0720 I ~~(63~.oon')'-~~6~.~n')-'-----n.~., 1 6.10' )6.22') '7004 7?IJ "-, ..... ,,--"!g,!!!...H Sr '-/1"-__ '--,~ '-'-,_ f I 1 1 1 I 1 1 807004 0150 807004 0160 807901 0710 8079J2 0190 807904 0110 1 I I 032305 10~;~~~~Io,j23()5~ 9065 I, (0.21 Ac.) '-,-,j 807001 0090 807902 0200 032305 9160 ~ ..... ;. 007904-0200 0:82305 'I I.U 1 , (J) I' , w' i >1 --.. j ~i Zi '" ' ;!I I , f f , ( -1001- (0.19 Ac,) 032305 9307 (0.19 Ac.) 9305 (,\13 Ac.) 1-0 ir 03230~ ;.!~~ \, " i 1 032305 , 907\8 , , l'l nil Il r.\ \ 807904 0210 . 807904-0230 1<l7OO4 0240 807901 0380 I I I 1 1 I 1 \ I \ \ \ \ \ 807901-0020 807901-0010 0300 032305 9291 (0,30 Ac,) 803540 0380 803540-0370 032305-9159 (1.41 Ac.) 523000-0230 -00002- I1J r--------r'------l (J) 177640-0010 523000 177640 0030 523000 0070 -00001- 032305 9045 (0,56 Ac,) 9231 032305 ;~;-~----------__ L-____ JL ____ ~~:'3:0A~C:') __ 1-~ ________________________ -1 ____ 1.~::~~~~~~0 __ -1~~9:1:9:0~JLr-r-____ -J (0.24 Ac.) 807902-0300 807004 0330 807902-0290 807904-0430 807004 0340 ') 807904-0320 " 032305 9238 (0.41 Ac,) 032305 9124 /' "- / "- ( \ I I \ / 032305 9021 I (3.56 ACi) I I I I f I I , I1J I 032305-9047 (3.87 Ac,) KING COUNTY 032305 9210 (0.42 Ac,) 032305 9173 (0.42 Ac,) 032305 9208 (0.22 Ac.) 032305 9209 (0.22 Ac.) -'-'-'-'-'~'-'-'-'-'-'- CITY OF RENTON 032305-9014 (6,12 Ac.) 1 I 1 1 ~ ) 1 I 1 I r\O~~ \ I I ~~'O5 \ ~ of _, \ ---~-----1 I \ 1 \ \ f 1 I \ \ L __ _ / Q32305-9P34 i -1.. -__ L __ L9(J~ _\_ L ___ .J _ (4.93 Ac.) /' I , , r- 1 1 , I L I -----...I, ~ ~ -{}-32j05~903$ 1 (b,89 Ac.) I , L __ ..J._ I, 1 032305-9042 (0,13 Ac,) CITY 'OF' RENTON 1 (0,85Ac.) KING COUNTY 032305-9277 032305 9276 (0,30 Ac,) 032305 9256 (0,30 Ac,) 032305 9280 (0.30 Ac,) 032305 (1,20 Ac.) 032305 9278 (1,11 Ac,) 032305 9017 (0,58 Ac,) 032305 9070 (2.47 Ac.) 032305 9234 (0,30 Ac,) "., • n ,,_ , ,---'-" 032305 9120 -42- (2.17 Ac.) 032305 9180 (0,31 Ac,) / , ( \ S.E. 522990 0037 -COOOA- 022305 9062 (0,39 Ac,) / " ........ ./ ... 9061 (0.48 Ac,) z o ~ o o ...J a: o LL z o ~ a: o 8: 8 !z w ~ a.. 9 ~ o ~ :::.::: EXPIRES 6/11/06 " - o z CD o ..., w o cr:i I--I--I--~ I--0 I ~ c ~ ~ Fg_.::....;~:....I:;.o -..,I;;.~ -I (/) (/) I a.. a.. a.. o u a z m o ~ W !;;: o z o VJ Gj 0:: o Z 1" • 40' o 20 40 I l p. pt:+jUlVt, ,-, / \ BO ;;;l\wil:,,1 \ \ \ \ \ \ I ; \ \ / I I \ \ ~----------------~ ! I \~----- II _-<-,--1( , , '-"\ " , \ -'...-! ''... i \ ~ , \ I ' \ I ,\ 1 PRELIMINARY PLAT FOR WINDSTONE III A PORTION OF THE S.E. 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. 2 / / 'fo'" ~ 16" :=edarll N02'12'02"E 20.00"---IN .~ .. -~.~- -- / ,/ CITY OF RENTON, WASHINGTON 4 " , , , _____ -P,:OPCISED 45'R TEMPORARY f:ASE:MENT i I / '" Flr \ 3 \ \ ! WIDE ACCESS AN\) EASEMENT FOR LOTSo,~.-_n?-*l LOT 35 OF OF THE STONERIDGE ) ! \ ! , \ , \ \ \ \ ! 'J, 11 I I ~ORM " Fir i,' , \ \ .... , \, --.. ...,-..--=---~=--.~ \ , \ \ LOT AREA TABLE LOT # AREA (S,F,) LOT # AREA (SF) 1 7452 4 8306 2 7856 5 13.793 3 7217 6 11.491 TOTAL LOT AREA 56,115 S.r. 1.29 Ie. AVERAGE LOT AREA 9353 S.r. \ \ \ LEGEND ~ ., * -EXISTING TREES TO REMAIN (2 TREES) ~ • 91<: -EXISTING TREES TO BE REMOVED (21 TREES) DENSITY WORKSHEET 1. GROSS AREA PROPERTY: 61,614 S.F. 2. OENSllY CALCULATION EXCLUSIONS: 8680 S.F. (PUBLIC ROAD AND JOINT ACCESS EASEMENT) 3. NET DENSIlY AREA: 52,934 S.F. (GROSS AREA -EXCLUSIONS) 4. NET DENSllY IN ACRES: 1.22 AC. (DIVIDED BY 43,560 S.F.) 5. NET DENSllY: (LOTS DIVIDED BY NET DENSIlY AREA) 4.92 D.U. PER ACRE • -SERVING MORE THAN THREE LOTS I I • ; \ \ \ . \ _I ~ -;;;-24TH ST '6 St M Ay VALLEy RD. bj w " w > "" Sf: 100TH I ST >- z S£ 102ND ST ! /--'-">"" 5£ 104TH ST :!; VICINITY MAP SITE DATA 1. TAX #: 032305-9014 2, SITE AREA: 1,41 AC. (61.614 S.F,) 3, EXISTING USE: VACANT 4, PROPOSED USE: 6 LOT SINGLE FAMILY DETACHED SUBDIVISION 5, EXISTING ZONING: R-5 (RESIDENTIAL 5 DulAC) 6, PROPOSED ZONING: R-5 (RESIDENTIAL 5 DUlAC) SE 105TH Sf MAY VALLEY COUNTY PARK SE 112TH ST SE 116TH ST 7, EXISTING COMPREHENSIVE PLAN DESIGNATION: URBAN RESIDENTIAL (4-12 DUlAC) 8, PROPOSED COMPREHENSIVE PLAN DESIGNATION: URBAN DENSITY RESIDENTIAL (4-12 DUlAC) 9, PROPOSED MIN. LOT WIDTH: 60' 10, REQUIRED MIN, LOT WIDTH: 60' 11, PROPOSED MIN, LOT AREA: 7217 S,F, 12, REQUIRED MIN. LOT AREA: 7200 S,F. 13, PROJECT DENSITY: 4,92 DUlAC, 14, REQUIRED MIN, SETBACKS: STREET: 10' GARAGE STREET SETBACK: 20' INTERIOR: 5' BACK: 5' 15, MAX BAS~ ,HEIGHT OF BUILDINGS: 35' 16. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD SURVEYED BY OWNER RA WOLF 14702 S.E, '05TH PLACE RENTON, WA 98059 DEVELOPER KBS DEVELOPMENT CORPORATION 12320 N,E, 8TH STREET, SUITE #100 RENTON, WA 98055 CENTRE POINTE SURVEYORS ENGINEER/PLANNER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC, 18215 -72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 2$1-8782 CONTACT: WAYNE POTTER OR ALI SADR, P.E. LEGAL DESCRIPTION LOT B OF BOUNDARY LINE ADJUSTMENT RECORDED UNDER FILE # z o ~ o o -l 0: o LL t--------I VJ .w "'u Z5: Zw ZVJ :'5-, 11.< o I;,! 5~ Z ·0 "'0:: Z-o::~ l!JW z . -'" "'Z Z-wi';:; -'5: >::::> UVJ EXPIRES 6/11/04 ~ 31 o ~ ..-..- o z CO o ""') w () CO ----------~-----------------------------------~----------------------------------- Stone Ridge (AKA Windstone) / Wolf Property LOT UNE ADJUSTMENT VOLUME/PAGE FILE NO. LUA-04-136-LLA/ /LAND RECORD NO. LND-30--0287 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SEC. 03, TWP. 23N., RNG. 5E. W. M. DECLARATION: KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT LINE ADJUSTMENT THEREOF PURSUANT TO RCW 5B.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER ). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. ACKNOWLEDGEMENTS: STATE OF WASHINGTON ) ~ )SS COUNTY OF . .. ) ON THIS ~ DA Y OF d'ANM14U 20"~ BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND THE STATE OF ~~HINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED KOLIN B. TAYLOR, PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT. OF WINDSTONE HOME OWNERS ASSOCIATION. A WASHINGTON CORPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. NO AND SEAL HERETO AF IXE 'nRITTEN . III, ,~ ~ N T Y PUBLIC AND FO THE STATE OF WASHINGTON, RESIDING,IWftCL" .. MY 2MMISS!ON EXPIR. E:~. -::. ~A" ., "j~ G, HI. . , ACKNOWLEDGEMENT: STATE OF WASHINGTON ) .v. )SS COUNTY OF ",~ ) THIS IS TO CERT,]J'Y THAT ON THIS 13,.." DAY OF..::74". . 20~JiBEFORE ME. THE UNDERSIGNED, A NOTARY ~PU~B~L~I=C,~P=ER=S~O~NALLY APPEARED RICHARD A. WOLF & BEVERLY J. WOLF. HUSBAND AND WIFE, TO ME KNOWN TO BE THE PERSON(S) WHO EXECUTED THE FOREGOING DEDICATION AND ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. ~,< r!L~/&"A NOTARY PUBLIC IN ANOFOR'fFlfr~ -y- r CITY OF RENTON, KING COUNTY, WASHINGTON North quarter corner Twp. 23N., Rng. 5E., Calculated from King breakdown. J~ Sec. 3, W.M. Co. GPS ..-. m S88°37'10"E 2645.46' 34 35 Northeast sect ion corner Sec. 3,) 11 Twp. 23N., Rng. 5E .. W.M. ~ Calculated from City of Renton Survey Control Network. West quarter corner Sec. 3, ~ Twp. 23N., Rng. 5E., W.M. rum I ru City of Renton No. 2097. ~ o ~ C\J Found brass disc in concrete East quarter corner Sec. 3, w stamped 4/3, incased. 0 City of Renton Pt'1325 ru Found ·X" in 10" stone -Twp. 23N., Rng. 5E., W.M. I :=: 1" Legend: Monument found as noted: Visited October 15, 1998. LEGAL DESCRIPTION: WT A:. NORTH HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER S~Ri6ir~?NI~' KiS~N~~G~T~~ ~~~~~NG~~~~E 5 EAST. ~ILLAMETTE EXCEPT THE NORTH 396 FEET THEREOF; AND EXCEPT THE COUNTY ROAD, KNOWN AS 14BTH AVENUE SOUTHEAST. WT B: un 34 8F -TtlE PLAT OF--6T1JNE RI9GE·(-A¥:A WINOSTOI'JF1 PFR PL.AT . RECORDED IN VOLUME 230 OF PLATS. AT PAGES 61 THROUGH 65. RECORDS OF KING 'COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON. COUNTY OF KING, STATE OF WASHINGTON. SE M Ay VALLEY RD w en SE 100TH ST w > « :r: SE 102TH ST I-co "<I' ..... w SE 105TH PL > lJ.J « en -1 W -1 > « « > ::J I Cl 6L\lO ~ \J~SE.l "<f ~E. 5 "<f ..... VICINITY MAP r S87°26'02"E ~ I monument 0.6' W of 4" X 4" ~ fence post @ top of ditCh~ I ~ 5302.87' ~-265~ - wi I~ ~22~ --~ 1322.81 ' ..-. "<t ~ I ~ rlm __ S_87 __ .2~6~'~O~2_"~E_1~2~9~2~.~7~7_, __ ~11 S01'25'22'W ..-. g I ~ 237.28,-' __ --.I I r 30 ' f:311 ;, ..-. ; I~ I I m ru-L S87°49'15"E --2645.07' ~ ~ 31~ ------ : I o I ~. ~ "<t ~ I; I ~· ..-. ~ " (f) I~ SOtlth-Quarter-corn.er I Sec. 3, Twp. 23N., I -. -.. ~ 1-·- Rng. 5E., W.M. Found Southeast corner Sec. 3, 3" brass disc in T 23N R 5E W M wp. ., ng. ., .. £con_c_r_e_te. I ~~~~d o~o~~~i~~' pim~~ S88°12'29"E 2644.64' BASIS OF BEARING: WASHINGTON STATE LAMBERT GRID-NORTH ZONE AS DETERMINED BY GPS OBSERVATION. APPROVALS: EXAMINED AND APPROVED THIS 1'6 DAY OF ::r",O(U~V'1 200," Did wri/!z -f,n G~~~~ i./k11wt!y').4I{~Y) KING COUNTY DEPARTMENT OF ASSE~MENTS: EXAMINED AND APPROVED THIS I -1 . DAY OF ~A/~ 20~. Sc.o-H-Nobl~ ~k ~4C'-~ KING COUNTY ASSESSOR DEPUTY ASSESSOR OF WASHINGTON. RESIDING IN~'. !t::" ~ MY COMMISSION EXPIRES: --'c....,.-r-~~h.. ~_ .... _ ....... '-.... -5h. ......... \.\ y,. rI\'-~\\O\-.,~ ~~ NOTARY NAME ~ 1/4 mile = 1" o3~os-qO(4 INDEX DATA: LAND SURVEYOR'S CERTIFICATE: FT.l~;F;~T~ ~ Centre 33701 9th Avenue South • Federal Way, WA. 98003 P · t (253) 661-1901 NE-SE 03, T23N, R5E, WM SURVEY FOR RI Fj S1 20060119900011 ~~J~eg~ ~~N~g~ LLM 103.00 01/11/2008 14:40 KING COUNTY, lolA Manager Superintendent of Records This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of KBS Development Corp. in October, 2004. ~P'-stePhHWOOdS Cert if icate No. 38965 EXPIRES 05-23-200 7 ~ .. ~ orne ~ Surveying DRAWN BY: S WOODS CHECKED BY: S Woods DATE: December 12, 2005 Layer Set SR3BLA SCAlE: 1"=500' DRAWING NAME: 1459 KBS Development Corp. 12320 NE 8th St.. Su ite 100 Be llevue, WA 98005 KING COUNTY, WASHINGTON SHEET 1 OF 2 Stone Ridge (AKA Windstone) / Wolf Property LOT UNE ADJUSTMENT VOLUME/PAGE FILE NO. LUA-04-136-LLA/ /LAND RECORD NO. LND-30-0287 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SEC. 03, TWP. 23N., RNG. 5E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON (;~lCJ ""-:;--,.. -~ .<!.-G:::: () LIJ f./5 -~ ~--> .-:~ :::-::> C:::l CI) "-I "-C'~ LO (JJ ..... <;;f C\J (T) (JJ (JJ ~ ..,.., K South line of the N 396' of the N 1/2 of the NE1/4 of the SE1/4 of Section 3. .----____ -ew-: ,O.2'E 6' wood fence W ..... o LO C\J o / / 1.0'W / / ..... ; / all z ; / //;~I ----------.......... ;/ / /\ ---.......... I / / 00 90' Turnaround // -----.. .......... Z / //: ~o IX C\J Easement Rec. No. / ----................... /1 '\. I / <0 a 20051201000095.~/ /// 'j. '/ LO /'"\ 1\ (1J / \/ \ llj _ il" ~ ,~~~~m~~A~~Y No, II // / /'\ \ La t B . ,,+-.-,gx . 20051201000095~ iLl / \ \ . L--J I II I I I / ;' I r \ \ / / / / \ \ I I I / \ \ ! I / I 'ie,' \ \ I / / / S87·37'38"E 402.08' , '1\ I~)I "TT'=.-" VI'll L./\ I I LU S87"26'02"E 1292.77' New Line o o lfl (1J ..-1 w C\J (\J (\J C\J . (\J a z Documents of Record: The following Recorded Documents effect the Wolf property: 20040830000841, 20040831000521, 411867, 20040429000792, 20040913002100, 20040923000680. 2004056000446, 9811121826, and Superior Court Cause No. 97-5-01214-8. The following Recorded Documents effect the KBS property: 8605230992,8608151325, 8703311602, 20040831000578, 8703039001, 9209101022, 20020807000277, 411867, 8703039001, 20020702900007, 20020807000279, 20020807000280, 20040629002394, 9707071675, 20020807000278 and 20040928001014. ~ AREAS: Old Lot A: Lot 8: Total: Naw Lot A: Lot B: Total: Square Ft. 309508 11496 321004 Square Ft. 258502 62502 321004 Acres 7.105 0.264 7.369 Acres 5.934 1.435 7.369 co (\J " (T) (\J - (\J (\J lfl C\J . ..... o z -____ ~c~Lf:'" SS7"37'3S"E 1535~\' '\ I I // /;;~2 "22'20'E I ~ ~~~;~2'20"E-+-2-1-,-1 21' '4~::ol -2;:,;;': ;-~_=:r""",-- - - - - -flige_ I --South line of the N 1/2 /).= 1'34'2~" '---utlhty easemen ~, S87°37'38"E 10.06' S87"37'38"E 882.61' , of the NE1/4 of the L=11.23' per Plat , I SE1/4 of Section 3, I ~ S87°37'38"E 150,86' '''''--------_________ _ N. -,-. Legend: • = Set #4 rebar with yellow plastic cap stamped CPS INC. 22338. \ \ ~ t:/) s:D 1~ \ ~ \ Sl) (J 1 \ ~ ~ \ \ \ \ \ \ \ \ \ \ ----, \ \ \ , ~ ," '0 'co I ~ , - I(T) I""" ILO IC\J ---I ° 18 Iz I I I ---1---------- 15' Sanitary Sewer Easement. Per Plat, 10' Sanitary Sewer Easement. Per Plat. \ SURVEYOR'S NOTES: 5 '01 ' 059''23'''2. 6 . Easement Note: ~)Dn~)n("T" I l\V, V-':::LU (,linD' 1'")1 A' -.:::rlVI\ 1 :-L.n 1 1A/1t. If"'1(,Tnt. Ir \I HII'iU...) I VI'lL \I I I I I 1 1 ! i , I 1 1 , I I I -+-> if). cd Q) ,..q +oJ ;j o rn Q) ~ ~ ~ < ,..q +oJ en ~ .~ 1) The monument control shown for this site was accomplished by fie ld traverse ut i 1 iz ing a one (1) second theodo lite with integral electronic distance measuring meter ~1~ ~ ~ Easements filed under Recording No's 20050915000018. 20051201000094 ~/~/ are for a sewer line across the existing Parcel A. These easements are 175' East of the Boundary Line Adjustment line and do not effect this area. (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure of the traverses meet the standards of WAC 332-130-090. 2) Full reliance for legal descriptions and recorded easements have been placed on the title reports from Chicago Title Insurance Company Commitment order Nos. 1140330 and 1148732. dated October 11, 2004 and October 12, 2004. No additional research has been attempted. 3) Offset dimensions shown hereon are measured perpendicular to property lines. 4) This survey represents Physical improvement conditions as they existed October 6, 2004. the date of this field survey. o 30 60 _\ -•• 1 ___ \ SCALE: 1" 30' t Centre 33701 9th Avenue South • Federal Way, WA. 98003 , P · t (253) 661-1901 --e-.. ~ Oln e ~ Surveying DRAWN BY: S Woods CHECKED BY: S Woods DATE: January 12, 2006 Layer Set SR3BLA SCALE: 1"=30' DRAWING NAW: 1459 INDtx DATA: NE-SE 03, T23N, R5E, WM SURVEY FOR: KBS Development Corp. 12320 NE 8th St.. Su i te 100 Bellevue, WA 98005 KING COUNTY, WASHINGTON SHEET 2 OF 2 r WINDSTONE DIV. III Land Use Action No. LUA-XX-XXX-SHPL-H Land Record No. LND-XX-XXXX [,-_.REC_OR.D.IN.G.N.O'_.-IJ [~ __ VO_LUME_/P_A_G_E _~_'.; LUA-04-135 LND-xx-xxxx A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W. M. CITY OF RENTON, KING COUNTY, DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SHORT 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. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. by: Kolin B. Taylor President-KBS Development Corp. a washington Corporation Solomon V. Avzaradel treasurer-KBS Development Corp. a Washington Corporation APPROVALS: Robert W. Ruddell Secretary-KBS Development Corp. a Washington Corporation Washington Federal Savings. a United States Corporation by: its: EXAMINED AND APPROVED THIS ___ DAY OF _______ 2006. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS: . EXAMINED AND APPROVED THIS DAY OF 2006. KING COUNTY ASSESSOR DEPUTY ASSESSOR ROAD DEDICATION: THAT PORTION DEDICATED FOR THE RIGHT-OF-WAY OF KITSAP PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER THE OWNER/DEVELOPER. SHALL DEFEND. INDEMNIFY AND HOLD THE CITY OF RENTON. ITS OFFICERS. OFFICIALS. EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM. INJURIES. DAMAGES. LOSSES OR SUITS INCLUDING ATTORNEY FEES. ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS. WATER UTILITY. SANITARY SEWER UTILITY. OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS. AND/OR ASSIGNS OF THE OWNER/DEVELOPER. SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ACKNOWLEDGMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DA Y OF . 2006. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED KOLIN B. TAYLOR. ROBERT W. RUDDELL. AND SOLOMON V. AVZARADEL PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT. THE SECRETARY AND THE TREASURER. OF KBS DEVELOPMENT CORPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY, IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. N01ARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNOWLEDGMENT: STATE OF WASHINGTON ) ) SS COUNTY OF _____ -.J) ON THIS DAY OF , 2006. BEFORE ME, THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DUL Y COMMISSIONED AND SWORN. PERSONALLY APPEARED ________ _ TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OF WASHINGTON FEDERAL SAVINGS. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN _______ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME PLAN REVIEW CITY OF RENTON AUG 2 a 2006 RECEIVED WASHINGTON PLAT NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1201076. DATED AUGUST lB. 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 6. 2004. THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) THE ARTICLES OF INCORPORATION FOR WINDSTONE DIV. III HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. WASHINGTON. THE WINDSTONE DIV. III HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOR MAINTENANCE. AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. 6) THE APPLICANT SHALL BE REQUIRED TO PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FRONT YARD SETBACK AREA OF ALL LOTS WITHIN THE SHORT PLAT. THE APPLICANT SHALL BE REQUIRED TO RECORD A RESTRICTIVE COVENANT AGAINST THE PROPERTY PRIOR TO FINAL SHORT PLAT RECORDING, WHICH INDICATES THAT TWO TREES ARE REQUIRED TO BE PLANTED WITHIN THE FRONT YARD SETBACK AREA OF EACH NEW LOT. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION AND THE TREES SHALL BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. 7) NO GRADING OR STRUCTURE SHALL BE ALLOWED WITHIN THE THE STREAM BUFFER. DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 5B.17.060 HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS 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 PLAT. PRIVATE ACCESS AND UTIUTIES MAINTENANCE AGREEMENT: NEW PRIVATE EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS. ARE TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 5 AND 6 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN. THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD. DRAINAGE PIPES. AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT. PRIVATE SIGNAGE. AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED. UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. INDEX DATA: CBNT~~ PMI!f.'f.! LAND SURVEYOR'S CERTIFICATE: RECORDING CERTIFICATE: NE-SE 03, T23Nt R5E WM Recording No. _________________ _ Filed for record this __ day of _____ ----'. 2006 at _: __ _.M. in book __ of at page __ at the request of Stephen H. Woods. Manager Superintendent of Records 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 August. 2006. Stephen H. Woods Certificate No. 38965 33701 9th Avenue South -Federal Way. WA 96003 253-661-1901 main 253-661-7719 fax DRA'IN BY: o Woods CHECKED BY: S Woods DATE: August 18. 2006 JOB NO.: 1459 SCALE: N/A DRAWING NAIlE: SP3 SURVEY FOR; KBS Developement Corporation 12320 NE 8th Street. SUIte 100 Bellevue. WA 98005 KING COUNTY, WASHINGTON SHEET 1 OF 3 WINDSTONE DIV. III Land Use Action No. LUA-04-135 SHPL-H Land Record No. LND-XX-XXXX A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION: Lot 8, City of Renton Lot Line Adjustment Number LUA-04-136-LLA, recorded under Record ing Number 20060119900011, in King County, Washington. being a portion of the Northeast quarter of the Southeast quarter of Section 3, Township 23 North, Range 5 East, Willamette Meridian, in King County, Washington. BASIS OF BEARING: Washington State Lambert Grid-North Zone as determined by GPS observation. PRIVATE DRAINAGE EASEMENT: The drainage facilities located within the private easement shown on the short plat shall be owned, operated and maintained by the owners of Lots 1 through 6, inclusive of this subdivision. The City of Renton shall have the right to enter said easements to repair any deficiencies of the drainage facility in the event the owner (s) is/are negl igent in the maintenance of the facilities. These repairs shall be at the owners' expense. RENTON CONTROL MONUMENTS: City of Renton Control Point 2097. Control Point 2097 was found to have a Lambert Grid North Zone coordinate of 191108.643 ft./ 1316760.378 ft. City of Renton Control Point 1845. Control Point 1845 was found to have a Lambert Grid North Zone coordinate of 186170.657 ft./ 1316637.843 ft. DRAINAGE EASEMENT RESTRICTIONS Structures, f ill, or obstruct ions (inc luding but not limited to decks, patios, outbuildings, or overhangs) shall not be permitted beyond the building setback line or within the drainage easements. Additionally, grading and construction of fencing shall not be allowed within the drainage easements shown on this short plat map unless otherwise approved by the City of Renton. 4 34 3.jp North quarter corner Sec. Twp. 23N .. Rng. 5E., H.M. Calculated from King Co. GPS breakdown. (\J In o (\J 01 S87°26'02"E ..... --2657.25' 5302.87' S88°37'10"E 2645.46' ---__ 34~35 3 11 Northeast section corner Sec. 3.~ m Twp. 23N .. Rng. 5E .. W.M. (T) Calculated from City of Renton Survey Control Network. City of Renton No. 2097. East quarter corner Sec. 3. Twp. 23N.. Rng. 5E., W. M. I::: Found "X" in 10" stone - monument 0.6' W of 4" x 4" ~ UJ West quarter corner Sec. 3, ~ Twp. 23N .. Rng. 5E .. W.M. Found brass disc in concrete ~ 1322.81 ' fe~:e P=-@:O' ditCh")3' ~ ,~ 1322. 81' ~ stamped 4/3, incased. • ~ o z I~ I~ .... -I (\J In ~I ~ - CONTROL SKETCH I~ In I~ I ~ I~ In o 1000 1322.54'_ ~ __ r S87°49'15"E 2645.07' 1322.54' I I" -- Legend: o = Monument found as Visited April 01. I -- ~ I I ~. 0 ~ ~ 1m I ~ :.. ~ (f) I (\J~ South quarter corner ..... I Sec. 3, Twp. 23N.. I Rng. 5E .. W.M. Found Southeast corner Sec. 3, 3" brass disc in Twp. 23N .. Rng. 5E .. H.M. noted Found monument, incased. (\J -I~ ~I (0 (\J ....1 o z 2005.·~concrete. I City of Renton No. 1845.~ ____ 1322.32~ 1322.32' 3 2 10 S88°12'29"E 2644.64'--------10 11 [~ __ REC_ORD_IN_G_N_O'_..,)[~ __ VO_LUllE_/P_AG_E_)..,. I K LUA-04-135 LND-XX-XXXX VICINITY MAP o 2640 I I I" o· UTILITY EASEMENT NOTE: ~============== A private easement is hereby reserved for and granted to the City of Renton, King County Water District #90, Puget Sound Energy Company, Qwest, Comcast, (other private utilities), and their respective successors and assigns under and upon all private streets, alleyways and private drives, the exterior 10 feet parallel with and adjoining the street frontage of all lots and tracts and 5.00 feet parallel with and adjoining alleyways and private drives .Further easements are reserved over private lands for vaults, Pedestals and related facilities ("Vault Easements") adjacent to the 5-foot wide utility easement reserved in the preceding sentence as follows: the Vault Easement may occupy up to an additional 5-feet in width (for a total width of 10 feet) with the length of each Vault Easement extending 5 feet from each end of the as-built vault (s). The number and location of Vault Easements will be "as installed" during the utility's initial installation of facilities. The easements are reserved and granted in order to install, lay, construct, renew. operate and maintain underground pipe, conduit. cables, wires, vaults and pedestals with necessary facilities and other equipment for the purpose of serving this subdivision and other property with electric, telephone, gas, telecommunicat ions, data transmiss ion. street lights and ut i 1 it y service together with the right to enter upon the lots and tracts at all times for the purposes herein stated. These easements entered upon for these purposes shall be restored as near as possible to their original condition. No lines or wires for transmission of electric current, or for telephone, cable television, telecommunications or data transmission uses shall be placed or permitted to be placed within this easement unless the same shall be underground. No permanent structure shall be placed within the easement without permission from easement owners. Yard Setback Note: A 5' yard setback for Lot 5 from the southern property line and for Lot 6 from the northern property line has been deSignated per City of Renton standards. DOCUMENTS OF RECORD: CBNT~~ PAINTE SunNtyIng, Inc., P.B. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: D Woods CHECKED BY: S Woods DATE: August 1B. 2006 JOB NO.: 1459 SCALE: NA DRAWING NAME: SP3 INDEX DATA: ILl (J) SE 100TH ST ~ « r SE 102TH ST ~ """ ,.. ~ w SE 105TH PL z w (J) 8m w > « ~ ~ « W .J .... Z I /-,-::-"""----~()~ISSA~ MAY VALLEY COUNTY PARK NE-SE 03 T23N R5E, WM SURVEY FOR: KBS Oevelopement Corporation 12320 NE 8th Street, Suite 100 Bellevue, WA 98005 KING COUNTY, WASHINGTON SHEET 2 OF 3 . I, C'~ I~ UJ ..... " 0-.f'-. -*--.In . ruru X If) ru . -..... 1.(') o Z NW corner NE. SE Section 3. 144.14' 2 199991 7.860 SF WINDSTONE / / 10' 10' Utility~/ Easement 7 /--- //. ~ / &.0 .(;b I RJ·rv ..... " II 0.; -...J II '" ~ 0 587°37'38"E 120.49' QI 1n~--------------------::~~~~~~~~~--____ ~ ____ 1-__ ~ g nil II) -... "C UJ o o -~ 0 loX ~ o ..... o 0 Z 0 In (0 \ , I I I ~~ I (J)? .m I (J) OJ' I'\J" .... '" DIV. 23.94' '" I'\J I o· fY)1I / / / III I / / / ~5' Water Line / Easement Rec. No's S87"37'38"E 402.08' 20040831000521. 128.26' 4 199991 8, 400 SF 587°37'38"E 139.00' 45' Radius Temporary ~urnaround Easement ;I Hec. NO.20051201000095 3 19999 1 8, 570 SF 1 lyL A L. \.11. ,.." ::(1 AD,.),., .. 1/,\ LiL.n I \~.I\." t "\.1. ') r.r.e:.. r." "GGr.r.r."" L..V\'Jv\.J IlvvV\.JV II RECORDING NO. [ VOLUME/pAGE "'" '------' "------~~ 81. 10' 5 19999 1 12, 350 SF LUA--04-135 LND-XX-XXXX 0 0 In {\J - LU : ru ru . ru {\J • ru 0 Z QI U C QI X ..... 1 199991 5,500 SF I "I'\J -.III I <3 Ii ~~ I / ~ -I 26' ACCESS & UTILITY EASEMENT FOR LOTS "C -o In ru " -o Z 1 111. 50' 1 10' South line of the N 1/2 ---of the NE1/4 of the SE1/4 of Section 3. 153.50j I t I Calculated position per Stone Ridge (A.K.A. Windstone) Rec. No. 20051020000337 . (typ .) I K I I I JO' I I \ \ \ 21' 21. 00' 21' ~ ~I '-> ~ ~ ~ l\S (J) ~ .~ ~\ \ 21/ 21. 00' ~ 21' :z J f~10· Utility Easement f I (0 ru 5, 6 & LOT 35 OF THE PLAT OF STONERIDGE L 116.49' S87°37'38"E 256.56' 20' Access & utility easement-=============-...... , ~ ~ _--t-J5' Sanitary Sewer 10.06' . -In ... per Plat "=l-Easement. Per Plat. ~~~--------__ -L __ -L ________ -r~S~8~7~.;37~.3~8~ .. :E~I~8~5~.3:1~.~L-~~"~-=-~~~=:--____ _ I "I 150.86' . ~----------------------I In ... \ \ 34.45' 10' 10' : I h o (l) \ I ~~ ~ I :; ~ 6 t-tl. 1 m In \ \[\, I I ~~ ~ \~.9999 I ~I g ~7. 11,500 SF 0,," Z y _ I -UJ ~ ------------5W corner NE. 5E Section 3. \ \ \ \ \ ~ ~ '" 1 10 \ ,)::' I TOTAL ACREAGE: OVERALL -61.630 SQ. FT./ 1.415 ACRES LEGEND: ~ = MONUMENT FOUND AS NOTED. VISITED AUGUST 7. 2001. )8( = SET 'X' IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. 4t = SET #4 REBAR WITH YELLOW PLASTIC CAP STAMPED .. 22338/38965·. 199991-Lot address. \ \ \ o 20 40 ~I ~_I-"I SCALE: 1" 20' s '01 .'€. 6 . \ 9'23 ~1\ O? ~ ~ .. .. ... .1 ... .1 ~\ CBNT~~ PMINTE ~_,p.s. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: J Kieswetter CHECKED BY: S Woods DATE: August.B 2006 JOB NO.: 1459 SCALE: 1" = 20' DRAlING NAlIE: SP3 INDEX DATA: NE-SE 03 T23N SURVEY FOR: KBS Developement Corporation 12320 NE 8th Street, Suite 100 8ellevue, WA 98005 WM KING COUNTY, WASHINGTON SHEET 3 OF 3 r , '--' ~ '--' !..-/-- r WINDSTONE DIV. III [",_.R.EC.O.RD_lN.G.N.O.' _..,,][ 'III __ 'VI.O.LUME_./P.Ai.G.E_:J_,. Land Use Action No. LUA-XX-XXX-SHPL-H Land Record No. LND-XX-XXXX LUA-04-135 LND-XX-XXXX A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DECLARATION: KNOW ALL PEOPLE BY THESE PRESENTS THAT WE. THE UNDERSIGNED OWNERS 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 REPRESENTATION OF SAME. AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SHORT 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. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. by: Kolin B. Taylor President-KBS Development Corp. a Washington Corporation Solomon V. Avzaradel treasurer-KBS Development Corp. a Washington Corporation APPROVALS: Robert W. Ruddell Secretary-KBS Development Corp. a Washington Corporation Washington Federal Savings. a United States Corporation by: its: EXAMINED AND APPROVED THIS ____ DAY OF _______ 2006. CITY OF RENTON ADMINISTRATOR OF PLANNING/BUILDING/PUBLIC WORKS KING COUNTY DEPARTMENT OF ASSESSMENTS; "-.. -~ ._-- EXAMINED AND APPROVED THIS DAY OF _______ 2006. KING COUNTY ASSESSOR DEPUTY ASSESSOR ROAD DEDICATION: THAT PORTION DEDICATED FOR THE RIGHT-OF-WAY OF KITSAP PLACE NORTHEAST WAS DEEDED TO THE CITY OF RENTON PER THE DEED FILED UNDER RECORDING NUMBER THE OWNER/DEVELOPER. SHALL DEFEND. INDEMNIFY AND HOLD THE CITY OF RENTON. ITS OFFICERS. OFFICIALS. EMPLOYEES AND VOLUNTEERS HARMLESS FROM ANY AND ALL CLAIM, INJURIES. DAMAGES. LOSSES OR SUITS INCLUDING ATTORNEY FEES. ARISING OUT OF OR IN CONNECTION WITH THE COMPLETION OF ALL REQUIRED PUBLIC FACILITY IMPROVEMENTS FOR THIS PLAT. THE CITY'S FINANCIAL OBLIGATION TO CONSTRUCT ANY DEFAULT PRIVATE UTILITY FACILITIES AND PUBLIC INFRASTRUCTURE FOR STREETS. WATER UTILITY. SANITARY SEWER UTILITY. OR STORM WATER UTILITY SYSTEM IS LIMITED TO THE FACE VALUE OF THE BOND THE OWNER/DEVELOPER HAS POSTED IN LIEU OF THE REQUIRED PUBLIC IMPROVEMENT. THE CITY RESERVES ITS UNILATERAL RIGHT TO ESTABLISH THE SCHEDULE FOR CONSTRUCTION OF DEFAULTED PLAT INFRASTRUCTURES. THIS STATEMENT IS LEGALLY BINDING UPON THE HEIRS. AND/OR ASSIGNS OF THE OWNER/DEVELOPER. SUBSEQUENT PROPERTY OWNERS AND THEIR HEIRS AND/OR ASSIGNS. ACKNOWLEDGMENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF 2006. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DULY COMMISSIONED AND SWORN. PERSONALLY APPEARED KOLIN B. TAYLOR. ROBERT W. RUDDELL. AND SOLOMON V. AVZARADEL PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PRESIDENT. THE SECRETARY AND THE TREASURER. OF KBS DEVELOPMENT CORPORATION. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. N01ARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME ACKNOWLEDG MENT: STATE OF WASHINGTON ) ) SS COUNTY OF ) ON THIS DAY OF . 2006. BEFORE ME. THE UNDERSIGNED. A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. DUL Y COMMISSIONED AND SWORN. PERSONALLY APPEARED ________ _ TO ME PERSONALLY KNOWN (OR PROVEN ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE OP WASHINGTON FEDERAL SAVINGS. THE CORPORATION THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT. AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND THE PURPOSES THEREIN MENTIONED. AND ON OATH STATED THAT THEY ARE AUTHORIZED TO EXECUTE SAID INSTRUMENT AND THAT THE SEAL AFFIXED. IF ANY. IS THE CORPORATE SEAL OF SAID CORPORATION. WITNESS MY HAND AND SEAL HERETO AFFIXED THE DAY AND YEAR IN THIS CERTIFICATE ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. RESIDING IN _____ _ MY COMMISSION EXPIRES: PRINT NOTARY NAME PLAT NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A ONE (1) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC (GEODIMETER 600) AND REAL TIME KINEMATIC (RTK) / STATIC GLOBAL POSITIONING SYSTEM (GPS). LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 1201076. DATED AUGUST 18. 2006. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS THEY EXISTED OCTOBER 6. 2004. THE DATE OF THIS FIELD SURVEY. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) THE ARTICLES OF INCORPORATION FOR WINDSTONE DIV. III HOMEOWNERS ASSOCIATION ARE ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. WASHINGTON. THE WINDSTONE DIV. III HOMEOWNERS ASSOCIATION IS EMPOWERED TO MAINTAIN COMMON PROPERTY AND FACILITIES AND CHARGE FEES TO HOMEOWNERS FOR MAINTENANCE. AND ENTER INTO AGREEMENTS WITH THE CITY OF RENTON. 6) THE APPLICANT SHALL BE REQUIRED TO PLANT TWO NEW APPROVED TREES WITHIN THE 20-FOOT FRONT YARD SETBACK AREA OF ALL LOTS WITHIN THE SHORT PLAT. THE APPLICANT SHALL BE REQUIRED TO RECORD A RESTRICTIVE COVENANT AGAINST THE PROPERTY PRIOR TO FINAL SHORT PLAT RECORDING. WHICH INDICATES THAT TWO TREES ARE REQUIRED TO BE PLANTED WITHIN THE FRONT YARD SETBACK AREA OF EACH NEW LOT. THIS CONDITION SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEVELOPMENT SERVICES DIVISION AND THE TREES SHALL BE PLANTED PRIOR TO FINAL BUILDING PERMIT INSPECTION. 7) NO GRADING OR STRUCTURE SHALL BE ALLOWED WITHIN THE THE STREAM BUFFER. DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT. IN RETURN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS 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 PLAT. PRIVATE ACCESS AND UTIUTIES MAINTENANCE AGREEMENT: NEW PRIVATE EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS. ARE TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 5 AND 6 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN. THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD. ~I A~. DRAINAGE PIPES. AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS , ~~v flf:\lIE:VV EASEMENT. PRIVATE SIGNAGE. AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OFRENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON AUG 2 THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED. UNLESS PAVEMENT WIDTH IS GREATER 8 2006 THAN 20 FEET. RECEIVED INDEX DA'I'A: RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: CBNT~~ PMINTE NE-SE 03, T23N, R5E, WM Recording No. _______________ _ Filed for record this ___ day of _____ ~. 2006 at _:_ _.M. in book __ of at page __ at the request of Stephen H. Woods. Manager Superintendent of Records 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 August, 2006. Stephen H. Noods Certificate No. 38965 Surwylng. Inc., Po .. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAIN BY; 0 Woods CHECKED BY; S Woods DATE: August 18. 2006 JOB NO.; 1459 SCALE: N/A DRAWING NAlm SP 3 .. S\1RVKY FOR: KBS Developernent Corporation 12320 NE 8th Street. Suite 100 Bellevue. WA 98005 KING COUNTY, WASHINGTON SHEET 1 OF 3 WINDSTONE DIV. III Land Use Action No. LUA-04-135 SHPL-H Land Record No. LND-XX-XXXX A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION: Lot B, City of Renton Lot Line Adjustment Number LUA-04-136-LLA, recorded under Recording Number 20060119900011, in King County, Washington. being a portion of the Northeast quarter of the Southeast quarter of Section 3, Township 23 North, Range 5 East, Willamette Meridian, in King County, Washington. BASIS OF BEARING: Washington State Lambert Grid-North Zone as determined by GPS observation. PRIVATE DRAINAGE EASEMENT: The drainage facilities located within the private easement shown on the short plat shall be owned. operated and maintained by the owners of Lots 1 through 6, inclusive of this subdivision. The City of Renton shall have the right to enter said easements to repair any deficiencies of the drainage facility in the event the owner(s) is/are negligent in the maintenance of the facilities. These repairs shall be at the owners' expense. RENTON CONTROL MONUMENTS: City of Renton Control Point 2097. Control Point 2097 was found to have a Lambert Grid North Zane coordinate of 191108.643 ft./ 1316760.378 ft. City of Renton Control Point 1845. Control Paint 1845 was found to have a Lambert Grid North Zane coordinate of 186170.657 ft./ 1316637.843 ft. DRAINAGE EASEMENT RESTRICTIONS Structures, f ill. or obstructions (inc luding but nat limited to decks, patios, outbuildings, or overhangs) shall nat be permitted beyond the building setback line or within the drainage easements. Additionally, grading and construction of fencing shall nat be allowed within the drainage easements shown on this short plat map unless otherwise approved by the City of Renton. 34 3.Jr North quarter corner Sec. Twp. 23N .. Rng. 5E .. W.M. Calculated from King Co. GPS breakdown. S88"37'10"E 2645.46' 3 35 - - --_)4"11 Northeast section corner Sec. 3. ' I en Twp. 23N.. Rng. 5E.. W. M. (T) Calculated from City of Renton ftO (\J 10 o (\J 0'1 S87°26'02"E <q 4!::v--__ I 3 2657.25' West Quarter corner Sec. 3, ~ Twp. 23N., Rng. 5E .. W.M. - Found brass disc in concrete <q stamped 4/3, incased. ~ ~ CONTROL SKETCH o 1000 1 1 o z 5302.87' 1322.81 . I~ I~ Survey Control Network. 0 City of Renton No. 2097. ~ UJ East Quarter corner Sec. 3. Twp. 23N.. Rng. 5E.. W. M. I::: Found "X" in 10" stone - monument 0.6' W of 4" x 4" ~ fe~~e p=-@ top of ditCh~3 I ~ " 1322.81' ~ I~ 10 . I ru 10 ~I ~ - ~ I ; I~ I~ 10 10 t--1322.54 '_ ru-L I S87"49'15"E --2645.07' ~ I I ~. 0 1322.54' --I~ ru I~ o z <q ~ Iw -/~ :., <q Ul I~ South quarter corner ,~ :/ lD ru Legend: o = Monument found as Visited April 01. I Sec. 3. Twp. 23N., ,-Rng. 5E.. W. M. Found Southeast corner Sec. 3. noted 3" brass disc in Twp. 23N .• Rng. 5E .. H.M. 2005.' /concrete. Found monument. incased. I , City of Renton No. 1845.~ ~ _ 1322.32~ 1322.32' 3 2 -, RECORDING NO. I I' [ VOLUllE/pAGE LUA-04-135 LND-XX-XXXX VICINITY MAP o 2640 -I -__ ----1 1" --10 S88"12'29"E 2644.64'--10 11 .~======================~ UTILITY EASEMENT NOTE: A private easement is hereby reserved for and granted to the Ci ty of Renton, King County Water Distr ict #90, Puget Sound Energy Company, Qwest, Comcast, (other private utilities), and their respective successors and assigns under and upon all private streets, alleyways and private drives, the exterior 10 feet parallel with and adjoining the street frontage of all lots and tracts and 5.00 feet parallel with and adjoining alleyways and private drives .Further easements are reserved over private lands for vaults, Pedestals and related facilities ("Vault Easements") adjacent to the 5-foot wide utility easement reserved in the preceding sentence as follows: the Vault Easement may occupy up to an additional 5-feet in width (for a total width of 10 feet) with the length of each Vault Easement extending 5 feet from each end of the as-built vault(s). The number and location of Vault Easements will be "as installed" during the utility's initial installation of facilities. The easements are reserved and granted in order to install. lay. construct. renew. operate and maintain underground pipe, conduit, cables, wires, vaults and pedestals with necessary facilities and other equipment for the purpose of serving this subdivision and other property with electric. telephone, gas, telecommunications, data transmission. street lights and utility service together with the right to enter upon the lots and tracts at all times for the purposes herein stated. These easements entered upon for these purposes shall be restored as near as possible to their original condition. No lines or wires for transmission of electric current. or for telephone, cable television. telecommunications or data transmission uses shall be placed or permitted to be placed within this easement unless the same shall be underground. No permanent structure shall be placed within the easement without permission from easement owners. Yard Setback Note: A 5' yard setback for Lot 5 from the southern property line and for Lot 6 from the northern property line has been deSignated per City of Renton standards. DOCUMENTS OF EXPIRES 05-23-2007 RECORD: CBNT~~ PMINTE SflIV8YfnI, Inc., Pos. 33701 9th Avenue South -Federal Way. WA 98003 253-661-1901 main 253-661-7719 fax DRAIN BY: 0 Woods CHECKED BY: S Woods DATE: August 18. 2006 JOB NO.: 1459 SCALE: NA DRAWING NAllE: SP3 INDEX DATA: SURVEY FOR: w UJ SE 100TH ST ~ < I SE 102TH ST:X; ~ .... IJJ SE 105TH PL z Sm: q NE-SE 03 T23N IJJ > < KBS Developement Corporation 12320 NE 8th Street, Suite 100 Bellevue. WA 98005 WM KING COUNTY, WASHINGTON SHEET 2 OF 3 ') .-. , I, C'~ w .... - 0 .... -I' NW corner NE, SE Section 3. WINDSTONE DIV. III / / [~ ___ RE_C_O_RD_m_G __ N_O' ____ ~)[~ _____ VO_L_ma __ /_p_~_GE ___ ~ __ ~ LUA--04-135 LND-XX-XXXX -*--i U1 • ~5' Water Line Easement Rec. No's 20040831000521. X lrJ (\J "} 0 (I) U1 0 (\J C (I) .... .... "0 W 0 = 0 .... ~ 0 loX ~ • .... 0 Z (I) u c (I) X .... 'C 1- 0 0 ~ -(0 (\J(\J ..... .... 10 o Z 0 0 10 lD 144.14' 2 199991 7,860 SF S87"37'38"E 120.49' 1 199991 5,500 SF 111. 50' I 21' 21. 00' 23.94' '" C\J I o· (Y)" / I / 128.2S· 4 \9999\ B, 400 SF S87°37·38·E 139.00' 45' Radius Temporary ~ Turnaround Easement / ~'i~ tle.f6651f619Q003 'lOI~ \9999\ 8, 570 SF Ii :r,~ I / ~ ---I 26' ACCESS & UTILITY EASEMENT FOR LOTS 2'/ 21. 00' 1~10' Utility Easement I I 130.00 . 5, 6 & LOT 35 OF THE PLAT OF STONERIDGE L 81. 10' 0 0 . U1 (\J "" l.LJ : 5 (\J (\J 19999 1 (\J C\J 0 12, 350 SF C\J 0 Z S87°37'38"E 153.50 i 1/2 I t~1' N02"22'20"E S87°37·38·E 25S.5S· 10.0S· 116.49' .... o U1 (\J o .... o z ___ South line of the N of the NE1/4 of the SE1/4 of Section 3. Calculated pOSition per r_~ ~ 21' z 8.77' 20' Access & " utility easement......;;;=============~.....-'\. ~ re per Plat '\.. ~~~----______ ~L-__ L-________ ~~S~8~7~·;3:7~·3~8~·:E~1~8~5~.:31:·~L-~~~-=-~=:~=f 15' Sanitary Sewer --+-Easement. Per Plat. ----10 ,..., SW corner NE, SE Section 3. TOTAL ACREAGE: OVERALL -61,630 SQ. FT./ 1.415 ACRES LEGEND: Stone Ridge (A.K.A. ~ Windstone) Rec. No. "'::> 20051020000337. l(tyP .) I ~ (1)1 1 ~ I K 1 10' \ ~ I ~ \ \ \ \ o 1 ~ = MONUMENT FOUND AS NOTED. VISITED AUGUST 7. 2001. 'I 10' I I \ \ \ \ \ \ \ \ 20 40 I 1 )!( = SET ·X· IN BRASS DISK IN 4" X 4" CONCRETE POST IN MONUMENT CASE. SCALE: • = SET #4 RE8AR WITH YELLOW PLASTIC CAP STAMPED • 22338/38965". 199991= Lot address. 1" 20' ---- ::) I ,.., ~ n + I I \.J L \./ 1 /"1//\ I /\r\/\ .... \lnl 0~n V \./ I. £-\../ '-) , ---- '" ---, -~--------- --~O' 150.8S· \ ----\ \ \ \ ~\ CBNT~~ PMI!!.'f.§. 33701 9th Avenue South -Federal Way, WA 98003 253-661-1901 main 253-661-7719 fax DRAWN BY: J Kieswetter CHECKKD BY: S Woods DATE: August, 8 2006 JOB NO.: 1459 SCALE: 1" = 20' DRAlING N.AllE: SP3 34.45' 6 \99991 11, 500 SF 9 ''2.3 A o~ ~11o h I I 1 1 1 \ I I S '01 ' "E. 6 . ------INDEX DATA: SURVEY FOR: NE-SE 03 T23N KBS Developement Corporation 12320 NE 8th Street, Suite 100 Bellevue, WA 98005 WM KING COUNTY, WASHINGTON SHEET 3 OF 3 -10 ,..., .... I' o ID -+-' r , '-./ ,....., ... .J !..-1--