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LUAOO- I GEOENGINEERS October 12, 2004 Cairnes Construction LLC 14845 Southeast 264th Street Kent,Washington 98042 Attention: Andy Cairnes Subject: Response to Review Comments Rockery Design Wilkinson Short Plat II Renton,Washington File No. 11778-001-00 INTRODUCTION This letter presents our response to review comments from the City of Renton regarding the fmal design of the Wilkinson Short Plat II residential development located in Renton, Washington. The city of Renton specifically requested design recommendations for rockery walls to be located along portions of Lots 1 and 2. The rockeries will be up to 10 feet high and require geogrid/geotextile soil reinforcing for stability. This letter presents our geotechnical recommendations and details for the rockery walls that will be submitted with the fmal plans that are being prepared by Tuma Engineers. Our services are a continuation of our involvement on the project. GeoEngineers has completed geotechnical engineering services during previous phases of site development the results of which are summarized in the following: • "Report, Geotechnical Consultation,Coal Mine Hazard Evaluation,Wilkinson Short Plat,Renton Washington"dated October 27, 1998. • "Report, Preliminary Geotechnical Engineering Services, Proposed Single Family Development, 2200 Wilkinson Short Plat,Renton Washington"dated June 2, 2000. RECOMMENDATIONS New rockeries are planned along the southwest corner of Lots 1 and 2. The rockeries on Lot 1 will range from about 2 to 8 feet high, and on Lot 2 from about 2 to 10 feet high. The rockeries are not intended to be retaining structures and must include horizontally placed reinforcing grid or geotextile to provide stability. Furthermore, foundations for the planned residences must be located beyond the geogrid/geotextile reinforcing and outside of a zone described by a 1H:1V (horizontal to vertical) line extending upward from the back of the lowest course of rock. This is to keep building loads off the back of the rockery. Our recommendations for rockery design and construction are included in the attached Rockery Specifications and Details, Figure 1. Based on our observation of soil conditions during test pit excavation and a recent site visit, we expect that loose soil conditions may be encountered at the planned Illr Science+Technology 600 Stewart Street telephone 206.728.2674 Suite 1420 facsimile 206 728 2732 k, 114.41‘tj'Earth �� - Seattle, WA 98101 website www.geoengineers.cam Cairnes Construction LLC October 12,2004 Page 2 bottom of the lowest course of rock along portions of the rockeries. It will be necessary in this case to remove the loose soil and replace it with compacted crushed rock or imported sand and gravel to provide adequate support of the rockery. The final configuration of the rockeries should be consistent with the attached figure and determined by GeoEngineers during construction. A representative of GeoEngineers should also observe the rockery excavations prior to placement of the gravel base and first course of rock, and evaluate wall backfill placement and compaction. LIMITATIONS We have prepared this report for the exclusive use of Cairnes Construction LLC and their authorized agents for final rockery design for the Wilkinson Short Plat II development located in Renton, Washington. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in the field of geotechnical engineering in this area at the time this report was prepared. No warranty or other conditions,express or implied, should be understood. Any electronic form, facsimile or hard copy of the original document(email, text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers,Inc. and will serve as the official document of record. Please refer to the attachment titled Report Limitations and Guidelines for Use for additional information pertaining to use of this report. We trust this letter meets your current needs. If you have questions or when we may be of further service, please call. Yours very truly, =' Geo ineers, ii. �'�: ASk1 i�T� o McFadden,PE,LEG , .� i t1,.. 6693 dQ 4'7 y'13TO Gi.' Associate . 'ioNAL El'I 4ô+ JJM:ab Jc SEAT:\00\Finals\1177800100R2.d.c f EXPIRES Z 1410 5 I Attachments: Figure 1 —Rockery Specification and Details Attachment A—Report Limitations and Guidelines for Use Two copies submitted Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record. Copyright®2004 by GeoEngineers,Inc. All rights reserved.* File No.11778-001-00 GEOENGINEERSI . • • , -\ ,1 � ; _ T -- Fill Slope Face ROCKERY CONSTRUCTION SPECIFICATIONS ROCKERY AT FILL SLOPE (DETAILS 2 AND 3) - -Ccm Between 5:1 and 6:1 patted Rock Fill 2 GENERAL 1. The General Rockery Construction Specifications shall apply to rockeries at fill slopes Z- %oo unless otherwise stated below. oQ• 1 Rockery Face Batter 1. Rockeries shall be constructed in accordance with the Associated Rockery Contractors ' I L b 'o.. Between 5:1 and 6:1 ARC Standard RockeryConstruction Guidelines. The individual constructingthe ,60' (ARC) 2. Fills faced with rockeries that are in excess of 4 feet in height are to be OoaO°� rockery should be an experienced and skillful craftsman in rockery construction. constructed with reinforcement. Reinforcement shall consist of Miragrid 3XT or O o.00.. Strati and 200 yea rid reinforcement, Amoco 2044 geotextile reinforcement, ,or } O"AO.. 2. Rock must be sound unweathered ledge rock from an established source that has approved equivalent. Length and spacing of reinforcment to be installed according I :'Odo1 1 demonstrated that it produces suitable rock. The rock shall be free of fractures, with the project plans 2' 1/°00°4 clay seams and evidence of weathering. :0:'o do 3. Reinforcement shall be oriented with highest strength axis Perpendicular to rockery •,op:oo 3. The Contractor should use sufficient space so that he can select among a number alignment. Reinforcement shall be pulled taut and anchored at back before backfill O o04p 1 x of rocks for each space in the rockery to be filled. Rocks which have shapes which placement on reinforcement. Reinforcement shall be continuous throughout their 3' Min. ••••-0 $ E do not match the spaces offered by the previous course of rock should be rejected. embedment and overlaplen th s. Reinforcement shall beplaced immediately2' �aeraP I a o E 9 1i) 0:.:0 Rock must be angular, tabular, or semi-rectangular shaped; any rocks of basically adjacent to each other along the wall length. �na0. 8 rounded form shall not be used. 0 oa_o, 1 4 m 4. Backfill in reinforced zone shall consist of granular material (i.e. sand and gravel) '� "°' m 4. Rock sizes must be arranged with the larger boulders used in the lower courses of containing less than. 5 percent passing the U.S. No. 200 sieve, or as otherwise °Op°0:: 1 I ,2 the rockery. Rock size categories are typically: approved. The backfill shall be placed in lifts of 12 inches and be compacted to 000_ a �, Two-man - minimum 300 pounds, 13 inches least dimension. 95Ppercent of maximum drydensityas determined byASTM D1557. Backfill shall • 2' • is ooa- _ 0:�0 Three-man - minimum 1,000 pounds, 16 inches least dimension. be placed and compacted so development of slack in reinforcement is minimized. ' °•a Four-man - minimum 1,500 pounds, 18 least dimension. Reinforcement: • O:..00: Five-man - minimum 2,200 ounds, 24 inches least dimension. Backfill outside the reinforced zone shall be compacted to at least 90 percent. grid 3XT, strata rid 200, 0 '•a0..00' _Mira g ' Amoco 2044 or Approved Equivalent, 5. On-site soils may be used as backfill in both the reinforced zone and the PP q valent, 5. The first course of rocks must be placed on firm unyielding soil. There must be full unreinforced zone provided it is properly moisture conditioned to achieve compaction See Reinforcement Spacing Table 2' 6.00:9.P Final Ground contact between the rock and soil which may require shaping of the ground surface and approved by the geotechnical engineer. O: Surface or slamming or dropping the rocks into place so that the soil foundation conforms 0 iQoQ;q \, to the rock face bearing on it. As an alternative, it is satisfactoryto use lean 6. A nonwoven geotextile, such as Mirafi 140 N or Amoco 4545, should be placed ' aa0 /` concrete in which to seat the first course of rocks or to use 3/4-inch minus1' p "off �7 / crushed rock into which the foundation rocks are seated. The bottom of the first betweend. A the crushed rock fill andr the reinforced geotextile backfill if geogridmereinforcementsse is .00'�•..� 4 \ 2 used. A woven geotextile is not required as reinforcement is used. / / / / ._ course of rock should be a minimum of 18 inches below the lowest adjacent grade. /\//\//\/////�j�\�\�j/jam% ° °a'-/ \/ \\\%\jam\\\ 1MAX' REINFORCEMENT SPACING TABLE /`//''///�/////� / /// �\ �'' /.., / /\. 6. The rockery face shall slope toward the bank being H Protected at no steeper than \\,\\\ \ \\\\ \��\/ 1 (horizontal) to 6 (vertical), but not flatter than 1H to 5V. HT L Reinforcement 3/4 to 4—Inch Crushed Rock \//\//\ \//�/�/ Slight Incline Toward Slope (FT) (FT) Spacing with Majority About 1-1/2 \ \/ 7. The rocks should be placed so that there are no continuousjointplanes in the - Inch. Place and Tamp as , <4None Nonwoven Geotezt le vertical or lateral direction. Each rock must bear solid) on two"or more rocks Each Level of Rock Is Placed, Concrete Footing, Crushed Y" Minimum Width 18 Inches Required if Geogrid below it and so there is no sign of instability such as rocking or"tipping" of 4-5 5 A O Used as Reinforcement Rock Dense Native soil, individual boulders. The rocks should fit so no open spaces or voids larger than • or Compacted Fill with Lowest 6 inches exist. Rocks should be placed so that there is some bearing between 6-7 A .O.O Bottom Rocks Founded at Least flat rock faces, rather than on points. Horizontal or nearly horizontal joints should 8-9 8 D 18 Inches Below Finished Grade slope,downward into the material protected (away from the rockery face). >9 8 A A B• B c C D OE DETAIL 2 • 8. Spells should be used behind the rockery rocks to block spaces and, where ROCKERY AT FILL SLOPE necessary, to wedge between rocks and to lock them together. This should also NO SCALE serve to prevent washing of backfill material through the rockery. 0 9. Backfill between the rockery and the adjacent soil face should consist of washed Nand screened crushed rock ranging from 3/4-inch minimum to 4-inch maximum gradation,with the majority about 1-1/2 inches in particle size. The backfill zone must be at least 18 inches wide and be filled and thoroughly tamped as each Be Slope Face Between 5:1 and 6:1 0 course of boulders is placed. ZCom acted P Rock T 10. A nonwoven geotextile, such as Mirafi 140N or Amoco 4545, should be placed /\\ \ Reinforcement: Fill Z- 1:, 2 between crushed rock fill and the native soil. This should prevent piping of native >/\ 2 Miragrid 3XT,Strutagrid 200, I L o•� 1 MAX. sediment through the rockery. /\//\//\ �� 1 M Amoco 2044 or Approved Equivalent, p°l7_.:_ Rockery Face Batter \ \ \ • See Reinforcement Spacing Table o.•o O.; p Between 5:1 and 6:1 11. Surface drainage above the rockery should be diverted or collected and carried in /\//\//\//\\ �.'o� Rock Rockery Face Batter I 0 FOQ.a I CO closed conduits to a point below the rockery. /\/\/\/ -•0,od... Between 5:1 and 6:1 •o a 1 / / / / } •.Oo:•a: Q 12. Rockery construction is an art and depends largely on the skill of the builder. //,/,,.//i';90 oa. 2' �.opoa% 1 L� Although rockeries offer some lateral restraint, it is largely indeterminate and they /Dense Native Soils t°O 'a4 :0:'o o•, >- are not normally intended to provide significant lateral support. Even when the �%/\%/\%/\%/ :o:o�o• 1 HF .p,otj6;' 1 E foundation and retained material are satisfactory and the rockery materials and /\/\/\/\/ 0:...00. Q 1•a0:.00.• E 5 construction are satisfactory, there is some risk of movement or failure. /\/\/\/\•:'00'.:o• �•.a...00� /\\/ / aOdo 1 ' I`—Ove3' rlap 1 O'aO•�. . E j/\// ////\ apb. 1 x 2' x o.q o . O.o�':' o /'40O.oO: _ 11 U, 3/4 to 4-Inch Crushed \/ ..o0•a! \ I \\j\\ \ \\j&5?•9. 4 .c 6 Rock with Majority About /•:..;O j5.d_ w / / / / /\ .•:o. c I ' 1-1/2 Inch. Place and r0,•:.o qo� 1 \\/\\/\\/\\/\\/\OQ�O O Tamp asi Placed, Level �'�OO�0.• Varies /\\ \ \ \ �•oo. o' of Rock is Placed, Minimum Width 18 Inch p \ \ \ \ 0 K • o a 0, \ / // / / /\ o,a O'o0 Q \i oO'p� \/,//,//,//,// •O'o..�.. Surface :�•.Q.: ' \/\/Dense Glacial Soils \/\/Io.0:.. \ c O Cut Temporary_ \.,t°.)' .aa. Final Ground \\ \\� \� \� \� \ \\ \oo ep /— c Slope as Required �'•-.'• Surface //// // /// // ////// / /1 .g/o..oa. "os o \\ <000 00 z\\����\s\,/\e \/\/\/\/\/.;oo'�•_ \<m \ 2 r a.;0o:' m \ \ 1 MAX, //.//.//.//./i,&/��/�;/ / / / \/ \/��/i\//\ r ✓ °: \ REINFORCEMENT SPACING TABLE /// /� / \ /\, ' Nonwoven Geotextile \ - - \\\�\\ HF L • / \ \ \' /// \//\ Reinforcement 3/4 to 4-Inch Crushed Rock //.. //.., A Slight Incline Toward Slope \/ / �\ (FT) (FT) Spacing with Majority About 1-1/2 \ \/ \ \\\ — Inch. Place and Tamp as 0 �/ /\/\/\/ <4 None Nonwoven Geotextile Q / / / / / / Slight Incline Toward Slope Each Level of Rock is Placed, Concrete Footing, Crushed \/ Minimum Width 18 Inches Required if Geogrid U Concrete Footing, Crushed /\\/\\ \\/ 4-5 5 OA OBRock, Dense Native Soil, / Used as Reinforcement Rock, or DensettNative Rocksoil, /\//\// 000 Bottom Rocks Foor Compacted unded d at Least l with Lowest O with Lowest Bottom of 6-7 7 O Founded at Least 18-Inches Below Finished Grade 18 Inches Below Finished Grade DETAIL 1 IIII LL 3 oo ROCKERY AT CUT SLOPE ROCKERY AT CUT SLOPE IN LOOSE TO MEDIUM DENSE SOILS OVER DENSE GLACIAL SOILS co r NO SCALE NO SCALE r ROCKERY SPECIFICATIONS & DETAILS GEOENGINEERS FIGURE 1 GEOENGINEERS ATTACHMENTA REPORT LIMITATIONS AND GUIDELINES FOR USE • ATTACHMENT A REPORT LIMITATIONS AND GUIDELINES FOR USE1 This attachment provides information to help you manage your risks with respect to the use of this report. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES, PERSONS AND PROJECTS This report has been prepared for the exclusive use of Cairns Construction LLC and their authorized agents. This report is not intended for use by others, and the information contained herein is not applicable to other sites. GeoEngineers structures our services to meet the specific needs of our clients. For example, a geotechnical or geologic study conducted for a civil engineer or architect may not fulfill the needs of a construction contractor or even another civil engineer or architect that are involved in the same project. Because each geotechnical or geologic study is unique, each geotechnical engineering or geologic report is unique, prepared solely for the specific client and project site. Our report is prepared for the exclusive use of our Client. No other party may rely on the product of our services unless we agree in advance to such reliance in writing. This is to provide our firm with reasonable protection against open-ended liability claims by third parties with whom there would otherwise be no contractual limits to their actions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with our Agreement with the Client and generally accepted geotechnical practices in this area at the time this report was prepared. This report should not be applied for any purpose or project except the one originally contemplated. A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS This report has been prepared for fmal design of rockeries to be located on a portions of the planned Wilkinson Short Plat II located in Renton, Washington. GeoEngineers considered a number of unique, project-specific factors when establishing the scope of services for this project and report. Unless GeoEngineers specifically indicates otherwise,do not rely on this report if it was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • • completed before important project changes were made. For example, changes that can affect the applicability of this report include those that affect: • the function of the proposed structure; • elevation,configuration,location,orientation or weight of the proposed structure; • composition of the design team; or • project ownership. 1 Developed based on material provided by ASFE,Professional Firms Practicing in the Geosciences;www.asfe.org File No.11778-001-00 Page A-1 GEOENGINEERS October 12,2004 If important changes are made after the date of this report, GeoEngineers should be given the opportunity to review our interpretations and recommendations and provide written modifications or confirmation, as appropriate. SUBSURFACE CONDITIONS CAN CHANGE This geotechnical or geologic report is based on conditions that existed at the time the study was performed. The findings and conclusions of this report may be affected by the passage of time, by manmade events such as construction on or adjacent to the site, or by natural events such as floods, earthquakes, slope instability or groundwater fluctuations. Always contact GeoEngineers before applying a report to determine if it remains applicable. MOST GEOTECHNICAL AND GEOLOGIC FINDINGS ARE PROFESSIONAL OPINIONS Our interpretations of subsurface conditions are based on field observations from widely spaced sampling locations at the site. Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data and then applied our professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated in this report. Our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS ARE NOT FINAL Do not over-rely on the preliminary construction recommendations included in this report. These recommendations are not final,because they were developed principally from GeoEngineers' professional judgment and opinion. GeoEngineers' recommendations can be finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers cannot assume responsibility or liability for this report's recommendations if we do not perform construction observation. Sufficient monitoring, testing and consultation by GeoEngineers should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork activities are completed in accordance with our recommendations. Retaining GeoEngineers for construction observation for this project is the most effective method of managing the risks associated with unanticipated conditions. A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE SUBJECT To MISINTERPRETATION Misinterpretation of this report by other design team members can result in costly problems. You could lower that risk by having GeoEngineers confer with appropriate members of the design team after submitting the report. Also retain GeoEngineers to review pertinent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering or geologic report. Reduce that risk by having GeoEngineers participate in pre-bid and preconstruction conferences, and by providing construction observation. File No.11778-001-00 Page A-2 GEOENGINEERS October 12,2004 DO NOT REDRAW THE EXPLORATION LOGS Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering or geologic report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. GIVE CONTRACTORS A COMPLETE REPORT AND GUIDANCE Some owners and design professionals believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering or geologic report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with GeoEngineers and/or to conduct additional study to obtain the specific types of information they need or prefer. A pre-bid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might an owner be in a position to give contractors the best information available,while requiring them to at least share the financial responsibilities stemming from unanticipated conditions. Further, a contingency for unanticipated conditions should be included in your project budget and schedule. CONTRACTORS ARE RESPONSIBLE FOR SITE SAFETY ON THEIR OWN CONSTRUCTION PROJECTS Our geotechnical recommendations are not intended to direct the contractor's procedures, methods, schedule or management of the work site. The contractor is solely responsible for job site safety and for managing construction operations to minimize risks to on-site personnel and to adjacent properties. READ THESE PROVISIONS CLOSELY Some clients, design professionals and contractors may not recognize that the geoscience practices (geotechnical engineering or geology) are far less exact than other engineering and natural science disciplines. This lack of understanding can create unrealistic expectations that could lead to disappointments, claims and disputes. GeoEngineers includes these explanatory "limitations"provisions in our reports to help reduce such risks. Please confer with GeoEngineers if you are unclear how these "Report Limitations and Guidelines for Use"apply to your project or site. GEOT,ECHNICAL, GEOLOGIC AND ENVIRONMENTAL REPORTS SHOULD NOT BE INTERCHANGED The equipment, techniques and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical or geologic study and vice versa. For that reason, a geotechnical engineering or geologic report does not usually relate any environmental findings, conclusions or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Similarly,environmental reports are not used to address geotechnical or geologic concerns regarding a specific project. File No.11778-001-00 Page A-3 GEOENGINEER1.0 October 12,2004 • BIOLOGICAL POLLUTANTS GeoEngineers' Scope of Work specifically excludes the investigation,detection,prevention or assessment of the presence of Biological Pollutants. Accordingly, this report does not include any interpretations, recommendations, findings, or conclusions regarding the detecting, assessing, preventing or abating of Biological Pollutants and no conclusions or inferences should be drawn regarding Biological Pollutants, as they may relate to this project. The term"Biological Pollutants"includes,but is not limited to, molds, fungi, spores,bacteria, and viruses, and/or any of their byproducts. If Client desires these specialized services, they should be obtained from a consultant who offers services in this specialized field. • File No.11778-001-00 Page A-4 GEOENGINEERQ October 12,2004 GEOENGINEERS October 1,2004 Caimes Construction LLC 14845 Southeast 264th Street Kent,Washington 98042 Attention: Andy Caimes Response to Review Comments Dispersal Trench Wilkinson Short Plat II Renton,Washington File No. 11778-001-00 INTRODUCTION This letter presents our response to review comments from the City of Renton regarding the final design of the Wilkinson Short Plat II residential development located in Renton, Washington. The city of Renton specifically requested comments on the location, size and details of the dispersal trench shown on the plans and to develop design recommendations for rockery walls to be located along portions of Lots 1 and 2. GeoEngineers is developing design recommendations and details for the rockery walls that will be submitted with the final plans that are being prepared by Tuma Engineers. Our services are a continuation of our involvement on the project. GeoEngineers has completed geotechnical engineering services during previous phases of site development the results of which are summarized in the following: • "Report, Geotechnical Consultation,-Coal Mine Hazard Evaluation,Wilkinson Short Plat,Renton Washington"dated October 27, 1998. • "Report, Preliminary Geotechnical Engineering Services, Proposed Single Family Development, 2200 Wilkinson Short Plat,Renton Washington"dated June 2,2000. Our services included test pit explorations on the properties included in the Wilkinson Short Plat II project site. The dispersal trench will be located near the southeast corner of Lot 2. The plans indicate the system will include a perforated pipe placed in a gravel filled trench that will be 2-feet wide, 20-feet long and 1.5 feet deep. This system was designed by Touma Engineers to meet the requirements of the King County Surface Water Management Manual (Section 4.3.6B). We understand that the system will disperse downspout water from the residences on Lots 1 and 2, and surface water from a portion of the paved roadway measuring about 20 feet wide by 50 feet long. SCOPE Our specific scope of services to respond to the City of Renton review comments includes the following tasks: r y ie se taTeclFrtol y 600 E !!::g::eers ate WED MEM) galUgagEE .com Cairnes Construction LLC October 1, 2004 Page 2 • 1. Review current development plans and review comments from the City of Renton, and information available in our previous studies. 2. Complete a site visit to observe the area of the planned dispersal trench. This included excavating two hand holes to observe subsurface soil conditions at the proposed dispersal trench location. 3. Discuss details of the dispersal trench design with Tom Tolima of Touma Engineers (system design civil engineer). 4. Prepare a letter, to be submitted to the City of Renton, providing our conclusions regarding the dispersal trench. SITE VISIT We visited the site on September 28, 2004 to observe the ground conditions in the area of the planned dispersal trench. We also completed two hand holes to supplement the information obtained previously in test pits completed for our June 2000 study. The hand holes were completed to depths of about 3.5 feet to observe subsurface soil conditions. We observed about 1 to 3 feet of loose fill soil overlying dense weathered till. The fill is of moderate permeability and includes silty sand with gravel and scattered concrete debris. The underlying weathered till is relatively low permeability silty sand and gravel. No groundwater seepage was observed at the time of our site visit. The ground surface downslope of the dispersal trench is vegetated with grasses and blackberry. There is no apparent sign of slope instability or erosion immediately downslope of the area of the planned dispersal trench. • CONCLUSIONS We understand that the size and details of the dispersal trench are in accordance with the requirements of the King County Surface Water Management Manual for the stormwater volumes determined by Touma Engineers. Based on our recent site visit and previous studies for this site, we conclude that the dispersal trench location is suitable for dispersal of stormwater at this site for the relatively small volumes anticipated. We recommend however that the bottom of the trench extend to below the bottom of the fill encountered in our explorations. We expect that the bottom of the dispersal trench will therefore be at a depth of about 3 feet below the ground surface. A representative of GeoEngineers should observe the dispersal trench excavation prior to placement of the gravel and perforated pipe system. LIMITATIONS We have prepared this report for the exclusive use of Cairnes Construction LLC and their authorized agents for fmal design of a portion of the Wilkinson Short Plat II development located in Renton, Washington. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in the field of geotechnical engineering in this area at the time this report was prepared. No warranty or other conditions,express or implied, should be understood. File No.11778-001-00 GEOENGINEER Cairnes Construction LLC October 1, 2004 Page 3 Any electronic form, facsimile or hard copy of the original document(email,text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers,Inc. and will serve as the official document of record. Please refer to the attachment titled Report Limitations and Guidelines for Use for additional information pertaining to use of this report. We trust this letter meets your current needs. If you have questions or when we may be of further service, please call. Yours very truly, 41)„,, , GeoE 'neers,In . At �w r� .4 a 'el- .),,/ ohcFaddiE ' 414944ti 7 STE4I G#41 sociate If NAL Q+ ,c) I / 4JM:ab ONZEZEIVALT 0 EAT:\OO\Finals\1177800100R.doc Attachment: Report Limitations and Guidelines for Use Two copies submitted Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record. Copyright®2004 by GeoEngineers,Inc. All rights reserved.* • File No.11778-001-00 GEOENGINEERS GEOENGINEERS ATTACHMENTA REPORT LIMITATIONS AND GUIDELINES FOR USE ATTACHMENT A REPORT LIMITATIONS AND GUIDELINES FOR USE1 This attachment provides information to help you manage your risks with respect to the use of this report. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES, PERSONS AND PROJECTS This report has been prepared for the exclusive use of Cairnes Construction LLC and their authorized agents. This report is not intended for use by others, and the information contained herein is not applicable to other sites. GeoEngineers structures our services to meet the specific needs of our clients. For example, a geotechnical or geologic study conducted for a civil engineer or architect may not fulfill the needs of a construction contractor or even another civil engineer or architect that are involved in the same project. Because each geotechnical or geologic study is unique, each geotechnical engineering or geologic report is unique, prepared solely for the specific client and project site. Our report is prepared for the exclusive use of our Client. No other party may rely on the product of our services unless we agree in advance to such reliance in writing. This is to provide our firm with reasonable protection against open-ended liability claims by third parties with whom there would otherwise be no contractual limits to their actions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with our Agreement with the Client and generally accepted geotechnical practices in this area at the time this report was prepared. This report should not be applied for any purpose or project except the one originally contemplated. A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT IS BASED ON A UNIQUE SET OF PROJECT-SPECIFIC FACTORS This report has been prepared for final design of a portion the planned Wilkinson Short Plat II located in Renton, Washington. GeoEngineers considered a number of unique, project-specific factors when establishing the scope of services for this project and report. Unless GeoEngineers specifically indicates otherwise,do not rely on this report if it was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • completed before important project changes were made. For example,changes that can affect the applicability of this report include those that affect: • the function of the proposed structure; • elevation,configuration,location, orientation or weight of the proposed structure; • composition of the design team; or • project ownership. 1 Developed based on material provided by ASFE,Professional Firms Practicing in the Geosciences;www.asfe.org. File No.11778-001-00 • Page A-I GEOENGINEERQ October 1,2004 If important changes are made after the date of this report, GeoEngineers should be given the opportunity to review our interpretations and recommendations and provide written modifications or confirmation, as appropriate. SUBSURFACE CONDITIONS CAN CHANGE This geotechnical or geologic report is based on conditions that existed at the time the study was performed. The findings and conclusions of this report may be affected by the passage of time, by manmade events such as construction on or adjacent to the site, or by natural events such as floods, earthquakes, slope instability or groundwater fluctuations. Always contact GeoEngineers before applying a report to determine if it remains applicable. MOST GEOTECHNICAL AND GEOLOGIC FINDINGS ARE PROFESSIONAL OPINIONS Our interpretations of subsurface conditions are based on field observations from widely spaced sampling locations at the site. Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data and then applied our professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ, sometimes significantly, from those indicated in this report. Our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS ARE NOT FINAL Do not over-rely on the preliminary construction recommendations included in this report. These recommendations are not fmal,because they were developed principally from GeoEngineers' professional judgment and opinion. GeoEngineers' recommendations can be finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers cannot assume responsibility or liability for this report's recommendations if we do not perform construction observation. Sufficient monitoring, testing and consultation by GeoEngineers should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate'whether or not earthwork activities are completed in accordance with our recommendations. Retaining GeoEngineers for construction observation for this project is the most effective method of managing the risks associated with unanticipated conditions. A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE SUBJECT TO MISINTERPRETATION Misinterpretation of this report by other design team members can result in costly problems. You could lower that risk by having GeoEngineers confer with appropriate members of the design team after submitting the report. Also retain GeoEngineers to review pertinent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering or geologic report. Reduce that risk by having GeoEngineers participate in pre-bid and preconstruction conferences, and by providing construction observation. File No.11778-001-00 Page A-2 GEOENGINEERS October 1,2004 DO NOT REDRAW THE EXPLORATION LOGS Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering or geologic report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. GIVE CONTRACTORS A COMPLETE REPORT AND GUIDANCE Some owners and design professionals believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering or geologic report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with GeoEngineers and/or to conduct additional study to obtain the specific types of information they need or prefer. A pre-bid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might an owner be in a position to give contractors the best information available, while requiring them to at least share the financial responsibilities stemming from unanticipated conditions. Further, a contingency for unanticipated conditions should be included in your project budget and schedule. CONTRACTORS ARE RESPONSIBLE FOR SITE SAFETY ON THEIR OWN CONSTRUCTION PROJECTS Our geotechnical recommendations are not intended to direct the contractor's procedures, methods, schedule or management of the work site. The contractor is solely responsible for job site safety and for managing construction operations to minimize risks to on-site personnel and to adjacent properties. READ THESE PROVISIONS CLOSELY Some clients, design professionals and contractors may not recognize that the geoscience practices (geotechnical engineering or geology) are far less exact than other engineering and natural science disciplines. This lack of understanding can create unrealistic expectations that could lead to disappointments, claims and disputes. GeoEngineers includes these explanatory "limitations"provisions in our reports to help reduce such risks. Please confer with GeoEngineers if you are unclear how these "Report Limitations and Guidelines for Use"apply to your project or site. GEOTECHNICAL, GEOLOGIC AND ENVIRONMENTAL REPORTS SHOULD NOT BE INTERCHANGED The equipment, techniques and personnel used to perform an environmental study differ significantly from those used to perform a geotechnical or geologic study and vice versa. For that reason, a geotechnical engineering or geologic report does not usually relate any environmental fmdings, conclusions or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Similarly, environmental reports are not used to address geotechnical or geologic concerns regarding a specific project. File No.11778-001-00 Page A-3 GEOENGINEER. October 1,2004 BIOLOGICAL POLLUTANTS GeoEngineers' Scope of Work specifically excludes the investigation,detection,prevention or assessment of the presence of Biological Pollutants. Accordingly, this report does not include any interpretations, recommendations, findings, or conclusions regarding the detecting, assessing, preventing or abating of Biological Pollutants and no conclusions or inferences should be drawn regarding Biological Pollutants, as they may relate to this project. The term"Biological Pollutants"includes,but is not limited to, molds, fungi, spores,bacteria, and viruses, and/or any of their byproducts. If Client desires these specialized services, they should be obtained from a consultant who offers services in this specialized field. • • File No.11778-001-00 Page A-4 GEOENGINEERS October 1,2004 • �• -� CITY IF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator CITY OF RENTON JUN 0 1 2001 RECEIVED CITY CLERKS OFFICE May 23,2001 TO WHOM IT MAY CONCERN: • Subject: Please see attached new plats that have just been addressed. Please add these addresses and streets to your City directories and maps. Also,please note 2 address changes to newly recorded plats. Please change your_records tq_reflectthese address changes. NEW PRELIIVIINARY PLATC)R SHORN`PLATS, SHP-04-0$1 Candlewood II Short Plat Short.plat Edens Court Preliminary Plat :f-P-00 O7�EdmondS Preliminary Plat Lu ti_p p_ l6oGeneva Court PrelimmarSIat ;' Jacques Union'Ave Short Plat 3H p_0j_0,25Kendall Court Short Plat;` '? A.,,Len'sSMeadowiShort Plat Liberty Ridge II Phase 17 , i sonLanding Short Plat 44P-0/-oISMorgan Court Short Play s l , ; >Parkside Court Preliminary Plat ,I0-9l-tY/4Union Park Short Plat t. rt - illcinsori II°Preliminary•Plat • ADDRESS CHANGES'IN NEWLY R DECORD PLATS: Lot 51 of Clover Creek Plat ex uu isting house that isfemang but has to change address r p.66-d S to fit in with plat addresses: OLD 'NEW `;. � • PARCEL# 1323 N 28th Street 2631 Park MN - 1644500510 Lot 1 of Circle Short Plat—Conflict with house address to the north-this house is still F-Do under construction so shouldn't affect too many records. OLD NEW PARCEL# 2024 Harrington PINE 2018 Harrington PI NE 7227800001 Sincerely, an Conklin Development Services Representative Development Services Division Telephone: 425-430-7276 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer • Ir: :i:"T`i 1 "112, 1., 1 , I S -01fJf 19 1 1' SCALE 1' 30' ♦a4r 01C /'�°� 8 • � � aama• \ ®• 'n'/ ••c /1 R gr • �. moo, IS a ail _`�—- - - - "�--- __ 1 vi—'Yoro�e-- --v\�v _��y VICINITY MAP S. 22ND�PLA E.. 1 1 11 i NW —_T Li - \\ f za.--\ i I r, NAI11�• •. 75 Q' %� a:^ `1- _ / I 1 f' \\ e BASIS OF BEARING —PROTE w' '114.sq.--ft._ \� --♦.___ _ _-" 1 1 l '0 \ I I PLAT OF VALLEY W E ESTATES, V. 18• I--- . . IZT i \ ••iv 200 \ ' I --t—1- —1—-® \v 1 I P. 45-48, RECORDS OF KING COUNTY ��� ' �:) •..- _-- 3 4f;• \ ,•¢' _ \1 �i i i 1 's ® IJ INSTRUMENTATION -- `�`, X • \\ 5.:=_• . 8' �- - _i��� I ._..:. .., . „ I 1 I \1 t 5, »1\yI�I 1 INSTRUMENT USED: 5 SECOND TOTAL _ \ \ 1 1 `` \ I \\ " II� 11 I\ I 3 0�� FIELD SURVEY WAS BY CLOSED TRAVE ,'T I $ I Ss'''. 1 \ \\ �` --> \\ /1 \ \. \ I I «I I MINIMUM CLOSURE OF LOOPS WAS 1:2 Q �,.1 �� �$ 1 17 ♦ �� \ \ I / 1\ \ I ACCORDANCE WITH WAC 332-130-09C 1 \ 1 L O'T = J \ -- — /1 , �s I I II 1..1 1,,\\ ♦♦ ♦ 1/4, z \\ ---�— i I i i 1 \\ I I>. EXISTING LEGAL DESCRIPTION �4 _ 6,7 D s t \ _ / / \ e :C: 1 I I Q♦ A 1 ( \ I / / / • I p I I (Z I LOT 4 OF CITY OF RENTON SHORT PLA Q `� ut \ 1 1 ♦ •\ \ \ I / / / /I I I I I 99-021-SHPL \- '1a \ -�-1 • \ \ • \ I I / R aI (ALSO KNOWN AS A PORTION OF TRAC \ 1 1 \ \ \\ \\ ��\ ♦\♦ \ / // / i I OF RENTON COOPERATIVE COAL COMP NNN \ •I \\ \ \� \ l ♦ ♦ \ I $)v.6 / // I I TRACTS,PLAT NO. 2, AS RECORDED IN \/y \ \ ® \ \ 1\ \ ♦♦♦♦ \ ____ 4>V ,Tdili_ - ;�, 1 / I OF PLATS, PAGE 27, RECORDS OF KIN( •'..no ,,` \\ \ \ \ \ \ ♦ ♦` .e -_------I----- ,t'.IeFtI`!,•ti r -- / % 11 11 I WASHINGTON.) „� \\ \ \ 7 00' \ =0�MLE �fI 1'26°W ` /// I f N. \ o n \ \\ \\ �� \ \ 1 ♦ : ate: _ + _ _, I tt I = DATUM \\.\\ .. •\ •\ \ \ \ \ _1 ♦ \ A .•_--__ ►' „ 16I� CITY OF RENTON ,..........„ 3 \ \ \ a'. __�- _ - ®— « LSf BENCHMARK i \\ \ \ \\ \\ \ \ \ \ -'\ 7- R25' I41' \I I I CITY OF RENTON MONUMENT NO. 230 \ \ \ \ -� J. \ « I [f ELEVATION=230.756 FEET \ ., 0 it I al YY a \ , I I , I S NOTE: \\ rn \ \\ ♦ \ \ \ �o \ \\ \-, �' 'o I - W o« I I I SEMIATTACHEDALL LOTS ARE O BE SINGLE TFAMILL' ENTON CONTROL \.\\ \ �� �G \\ \\ \\ �� ':9JIN � i� ay n 1 `� n (A a NZEOBUTTON WITH A\ �i \\\\\\\\B•:s3\s§eft\ �\\ O \\ \\ OT `3\\ ♦Ai LOT, = ■IIIII I �u I I I RESIDENTIAL s., �, \ , \ \ \ \ 8:753 sq.ft. \ nl� CQ•L` 4 HOUSE `(^' �« 1 (1� pT 5 I 1 CONCRETE POST \ \ \ \ A A \ w 8,613 sq.f �', Z 'MOWN 0.3'IN A \\ \\ \ \ \\ \ \ •♦ ♦ \ \\ ♦ \\ •\\ d,^ 7.9`II2 sq.ft. Q ASE APPROX. 6' \ \ \ •\ \ \\ \\ ♦ \ •♦♦ • \ \ r,n TO BE,, / �ArA I �♦ Y« NSTRUCTED \ \ \♦ \\ \ \ ♦ ♦♦ ♦\ •♦ •\ -� •\ N^ REMOVED I V I m E OF EAST VALLEY \\ \ \\ \ \ \\ \♦ \♦ ♦♦ ♦ ♦♦ ♦♦ ♦♦♦ \ z / ess rn,/ I I CITY OF RENTON CONTROL AT THE NORTHERLY • �--- -�-}--�---�-—T-a- • (: �- \ _ — / �_�_ _ ~« I F AN EAST-WEST \ \ \ \ \ \ ♦ \' ', �';;�+;;;• r""-"" F MONUMENT NO. 230 COPPER RIGHT-OF-WAY. •\ \ \ \ \\/••\ \ ♦ ♦♦ Z\"'•` ''' ,'�:\,i, :. ® (` /\ en, O Q I TACK IN LEAD ON A 1/99) \' \ \ \ ♦ \ \ o ♦♦ •\ \♦ •♦ ♦ ♦ \ / \ 1 I CONCRETE POST MONUMENT \ \ \ \ % \ ♦ ♦ \ HE •�\` _/ \ ur >:87•' 6" OH \ \ \75..23\ \ \ ♦ \♦ 5.02 ' ♦ ♦ \ \ _ __ I DOWN 0.5'IN A MONUMENT 1004.95 (B \\_\• \ \ • \ \ • 75.023' - 70.022' - - 2S• I c 1355.06' ((BHI)) CASE AT THE CONSTRUCTED ♦ /� '\ �'I �355.21' C.O.R. 1 CENTER OF A CUL-DE-SAC S88'43'40"E (B^o'�N THE EAST END OF S. 23rd • V4 CORNER ��� •�� �� S88'41'36"E .0.. STREET, WEST OF BENSON •19-23-5 DRIVE SE, NEAR THE • S. 23RD ST',\ \�.` \\A I NORTHEAST CORNER OF • (UNOPENED RIGHT-OF-WAY) .,� \\ TEASDALE PARK. S89'S6'S6"E ELEV.=70.334 METERS -—� - - - _ - \ — -_ 230.756 FEET • • ' • . • . CITY. F. RENTON , ' :in-) • . = City Clerk l Jesse Tanner,Mayor Marilyn J.Pe ersen May 8, 2001 • Bud King . . , King Construction - ' 26720 SE 216th Street ' . Maple Valley, WA 98038 • Re: Wilkinson Plat II Preliminary Plat; File No:PP-00-161 Dear Mr: King: - -. :• At the regular Council meeting of May.7;2001, the Renton City Council approved the referenced preliminary plat subject.to`the conditions outlined in the hearing examiner's . recommendation, dated April 5,.2001.'Pursuant to RCW,`a final plat meeting all requirements of State law and Renton Municipal Code`shall be submitted to the City for: , • - approval within five years of the date of preliminary plat:approval. If I can provide additional information or;assistance,please feel free to call. " . . Sincerely, • Michele Neumann Deputy.City Clerk cc: Mayor Jesse Tanner :-;; , Council President Dan Clawson - - Lesley Nishihira,Development Services:Division Fred Kaufrriaii;FIeanng"Examiner ;-; " : " - N" __ 1. •5 _ �c :t': 4y_ �Y ' - •.Z - L �4 J' - - x - -•1 • v1"A. A 9 1 :1055 South Grad ",W0:--'Renton`'Washin" -on 987.0551'-'425?430-:6510,/,-FA\ 425 430-6516: " s' ' "'s�' This•a rcontains50°°rec,cledmaterial80 ostoonsumer^ .�{ May 7,2001 Renton City Council Minutes Page 143 Appointment:Civil Service Mayor Tanner appointed Mij Charbonneau,3909 SE 11th St.,Renton,98058, Commission to the Civil Service Commission for a six-year term expiring 12/31/2006. Refer to Community Services Committee. Court Case: Jacob and Kris Court Case filed in King County Superior Court by Clayton King,3906 S. 74th Ahlsted, CRT-01-004 St., Suite 201,Tacoma, 98409,and John S. Stocks of Van Siclen, Stocks& Firkins,on behalf of plaintiff Jacob Ahlstedt and Kris M.Ahlstedt,alleging unlawful detention,arrest and battery on 10/13/99. Refer to City Attorney and Insurance Services. Court Case:Estate of Elsie Court Case filed in King County Superior Court by Matthew Jeffrey Bellmer, Delos Reyes,CRT-01-005 Attorney at Law,P.O.Box 58066, Seattle, 98138,on behalf of Amado Delos Reyes,Amanda Delos Reyes and Jody Delos Reyes,for wrongful death in a traffic accident on 2/2/98,allegedly caused by officers in pursuit. Refer to City Attorney and Insurance Services. Rezone: King County South Hearing Examiner recommended approval of King County South Wastewater Wastewater Treatment Plant, Treatment Plant rezone located at 1200 Monster Rd. SW, from Public Use (P- Monster Rd.SW,P-1 to IH(R- 1)to Industrial Heavy OH)zone with P-Suffix designation(R-00-169). 00-169) Council concur. (See page 146 for ordinance) Plat:Wilkinson Plat II, Hearing Examiner recommended approval,with conditions,of the Wilkinson Shattuck Ave S(PP-00-161) Plat II preliminary plat; five single-family lots on.94 acres located at 2245 Shattuck Ave. S.(PP-00-161). Council concur. Public Works: Hazards to Planning/Building/Public Works Department reported natural safety hazards Boaters and Recreationalists at to boaters and recreationalists within Ron Regis Regional Park due to the Ron Regis Regional Park 2/28/2001 earthquake-induced landslide and submitted their intent to take • steps,along with the Community Services Department,to reduce the City's potential legal liability. Information. MOVED BY CLAWSON, SECONDED BY NELSON,COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED,WITH THE EXCEPTION OF ITEM 7.c.,PREVIOUSLY APPROVED. CARRIED. CORRESPONDENCE Correspondence was read from King County Executive Ron Sims regarding Citizen Comment: Sims— transit service reductions in Renton, advising that recent sales tax increases Metro Transit Service Changes will not fund restoration of Routes 108, 109, 110, 149, 153 and 247 in Renton; however, funds will be allocated towards improving service on other overloaded routes. Citizen Comment:Christianson Correspondence was read from Delores T. Christianson,owner of Kohl —Request for Zoning text Excavating,Inc.,3330 East Valley Road,Renton,98055,requesting zoning Amend re Boat&Recreational text amendment to allow boat and recreational vehicle storage on their four Vehicle Storage acres of property. MOVED BY CLAWSON, SECONDED BY KEOLKER- WHEELER,COUNCIL REFER THIS LETTER TO THE PLANNING AND DEVELOPMENT COMMITTEE. CARRIED. Citizen Comment:Patterson— Letter and petition signed by 50 residents,received from Dora M.Patterson, I-405 Corridor Program 3217 Mountain View Ave.N.Renton,98056,stated opposition to any efforts by the I-405 Corridor Program to acquire right-of-way along the Burlington Northern Santa Fe Railroad tracks in Renton for use as the future High Speed Transit corridor. MOVED BY CLAWSON, SECONDED BY PERSSON,COUNCIL SUSPEND THE RULES AND ADVANCE TO THE PROPOSED LE ITER AND RESOLUTION REGARDING THIS MATTER. CARRIED. WSDOT:I-405 Corridor Proposed letter,addressed to the project manager of the Washington State Program Department of Transportation(WSDOT)I-405 Corridor Program,stating the City's opposition to the inclusion of the provision to secure use of the CITA)F RENTON 2 �:% Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman May 3, 2001 Bud King King Construction 26720 SE 216th Street Maple Valley, WA 98038 Re: Wilkinson Plat II File No.LUA00-161,PP Dear Mr. King: The Hearing Examiner's Report and Recommendation regarding the referenced request has not been appealed within the time period established by ordinance. Therefore, this matter is being submitted to the City Clerk this date for transmittal to the City Council for review. You will receive notification of final approval from the City Clerk, and will be notified of all action taken by the City Council upon approval of the request. Please feel free to contact this office if further assistance or information is required. Sincerely, Fred J. Kauf an Hearing Examiner FJK:jt cc: Lesley Nishihira, Project Manager Sandi Seeger,Development Services 190.1 ?Ool 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6515 1 ';+�.:�.p:..,Fey:` •:q'�4 :: This paper contains 50%recycled material,20%post consumer • 4e CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: April 26,2001 TO: Joan Thompson FROM: Sonja J. Fesser slO SUBJECT: Wilkinson PlatII,LUA-00-161,PP Legal Description Submittal-Review Bob Mac Onie and I have reviewed the above referenced legal description submittal and have the following comments: In our preliminary plat review memo, dated January 12,2001,we stated that the legal description of the subject plat should include the recording number of the short plat referenced therein, as was noted in the legal included in the Plat Certificate dated July 11,2000. See the attachment In addition,the pertinent section,township and range needs to be added at the bottom of said legal description. Again, see the attachment. \H:\FILE.SYS\LND\10\0365\RV 010103.doc • 1 ser,' Order ,., IlTr * �anmrn LEGAL DESCRIPTION: Lot 4 Ki of Cityof Renton Short Plat No. LUA 99-021-SHPL as recorded undertRnecorli g Number 19991110900001; said short plat being described as follows: Lot 72, Renton Co-Op Coal Acre Tracts No. 2, according to the plat thereof recorded in Volume 9 of Plats, page 27, in King County, Washington. Al 5i k.,Q+e in +l, 5ou+hecis+ 9kars-er or Sec Hon 19 , -I"ownsh;p 23 Uo' "Rayne 5 Ecs-1- Covn4 ) (.,� h;n3+on • W. 1�.1, C� aF �I-on, }�� END AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON) ) ss. County of King ) ,j. ,; ,ova being first duly sworn, upon oath, deposes and states: That on thev� day of � , JdZY , affiant deposited in the mail of the United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: _ SUBSCDl,:3 iJ ,SWORN to before me this day of ae� ' , 2001. - ";„,,,,„,.� do +i, , - �' ;�51ON r 1 i `' L"/ At Not Public 'n and for the State of Washington, pit 0,, ;`,01.-.' ' ^1;.� . �a�' _= Residing at , therein. 'It '(.-,'WAS ,- Application, Petition, or Case No.: Wilkinson Preliminary Plat LUA00-161,PP,ECF The Decision or Recommendation contains a complete list of the Parties of Record. CITY OF RENTON COUNCIL AGENDA BILL AI #: 7,S. SUBMITTING DATA: FOR AGENDA OF: fl /��bl Dept/Div/Board.. HEARING EXAMINER Staff Contact... Fred J. Kaufman, ext. 6515 AGENDA STATUS: Consent XX SUBJECT: Public Hearing.. Wilkinson Plat II Correspondence.. File No. LUA00-161,PP,ECF Ordinance Resolution • Old Business.... EXHIBITS: New Business.... Study Session... Hearing Examiner's Report and Recommendation I Other RECOMMENDED ACTION: APPROVALS: Legal Dept Approval of Hearing Examiner's Recommendation Finance Dept.... Other FISCAL IMPACT: N/A Expenditure Required... Transfer/Amendment.. Amount Budgeted Revenue Generated... SUMMARY OF ACTION: The Hearing Examiner's Report and Recommendation on the Amberwood Preliminary Plat was published on April 5, 2001. There were no requests for reconsideration and the appeal period ended on April 19, 2001. The Examiner recommends approval of the proposed preliminary plat, subject to the conditions outlined on page 7 of the Examiner's Report and Recommendation. This.office notes that the conditions placed on this project are to be met at later stages of the platting process. STAFF RECOMMENDATION: Staff recommends approval of Wilkinson Plat II. T'K • • April 5,2001 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Bud King King Construction 26720 SE 216th Street Maple Valley,WA 98038 File No.: LUA00-161,PP LOCATION: 2245 Shattuck Avenue South SUMMARY OF REQUEST: Subdivide an approximately 0.94 acre site into five lots intended for the eventual development of detached, single family houses. The subject site was included as a shadow plat in the Wilkinson Short Plat(File No.LUA99-021)which was recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago, preliminary plat approval is necessary. SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on February 28,2001. PUBLIC HEARING: After reviewing the Development Services Report,examining available information on file with the application,field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the March 6,2001 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,January 2,2001, at 9:00 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Site Plan application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Vicinity Map Exhibit No.4: Zoning Map • Wilkinson Preliminary Plat II File No.: LUA-00-161,PP April 5,2001 Page 2 Exhibit No. 5: Grading Plan with notations in blue pen on Lots No. 1 and 2 The hearing opened with a presentation of the staff report by Lesley Nishihira, Senior Planner,Development Services, City of Renton, 1055 S Grady Way,Renton, Washington 98055. The subject property is located in the Talbot Hill area of the City,within the R-8 Zoning Designation. The site is currently developed with a single family residence and two detached accessory structures. The area is surrounded by the same zoning designation. The plat was included as a shadow plat within the Wilkinson Short Plat that was recorded in 1999. The proposal is to subdivide a 0.94 acre site into 5 lots intended for the development of detached, single family homes. The site is characterized by gently rolling slopes,which increase significantly toward the western portion of the property. The site is located in an area designated by potential coalmine, landslide, and erosion hazards on the City Sensitive Areas Maps. The western edge of the property also contains slopes between 25% to 40%, some of which qualify as sensitive and protected slopes. On January 30`h of this year,the Environmental Review Committee(ERC) issued a Determination of Non- Significance—Mitigated for the project. A 14-day appeal period followed the threshold determination, over which no appeals were filed. The determination included nine mitigation measures for the proposal. Of those nine,we have the typical Fire,Parks, and Transportation Mitigation Fees. In addition to those,we have a requirement for the applicant to install "No Parking"signage on both sides of the private street to insure that the roadway remains open for emergency access. The applicant is also required to install a guardrail at the western end of the private street to prevent vehicles from descending down the steep slopes adjacent to the property. The ERC also required that the applicant install a 25-foot buffer around the existing native growth protection easement. The applicant is also required to install a 10-foot vegetative buffer along the west side of lot 1, lot 2, and along the south side of lot 2. These were recommendations of the Geotechnical Report which the ERC felt were appropriate for the project. These areas must also be noted on the face of the plat as Native Growth Protection Areas. The applicant is also required to comply with the recommendations contained within the Geotechnical Report submitted with the application. A note shall be placed on the face of the plat indicating the property is located within a coal mine hazard area. The applicant is also required to design and install appropriate water quality treatment and detention for storm water runoff associated with the project. The applicant has indicated they are willing to comply will all of these mitigation measures. The proposal must be consistent with several Preliminary Plat Criteria,including compliance with the Comprehensive Plan designation. The property is located within the Residential Single Family(RSF)Land Use designation. The objective of the RSF designation is to protect and enhance single family neighborhoods. The future construction of single family homes, as proposed with this project,would promote goals of infill development and would be consistent with existing neighborhoods in the area. The proposal must also comply with the underlying zoning designation(R-8.) The density required in the R-8 Zone is between 5 and 8 dwelling units per acre. The net density of this project is 6.7 dwelling units per acre,which is within the allowed density range of the zone. This project also complies with the lot dimension requirements of the R-8 Zone. The proposal is required to comply with all the building standards of the R-8 Zone. When taking those into consideration, including lot coverage, each lot appears to have adequate building areas. The Examiner stated that lot 1 appears to be severely constrained by the steep slope and the 25-foot buffer. • Ms.Nishihira replied that lot 1 would have a building area of approximately 1,648 sf. One-third of the lot area is permitted to be covered,which would be roughly 1,900 sf in the case of lot 1. Wilkinson Preliminary Plat II ' File No.: LUA-00-161,PP April 5,2001 Page 3 Continuing with her review of the proposal's consistency with Preliminary Plat Criteria,Ms.Nishihira stated that each lot is required to provide a minimum of two off street parking spaces. The proposal complies with the Subdivision Regulations, including lot arrangement,which requires side lot lines be at right angles to street lines. Each lot satisfies the minimum lot area and dimension requirements of the R-8 Zone. The plan includes setback lines for each lot showing potential building envelopes. Lots 3 and 4 indicate the appropriate building setbacks. However, lots 2 and 5 indicate incorrect front yard setbacks and incorrect side yard along the street setbacks and will need to be corrected to accurately reflect the required setbacks of the zone. In addition, lots 1 and 2 will be required to provide additional setback areas as well as create native growth protection areas, pursuant to SEPA mitigation measure number 6. The proposed lots appear to have sufficient building area for the development of.suitable detached single family homes. Access to the site is proposed via a private street easement. The private street is shown with the appropriate width required at 26 feet with 20 feet of paving. A fire turnaround shadowing lots 3 and 4 is also provided. A homeowners' association or maintenance agreement for the private street as well as shared utilities is recommended as a condition of preliminary plat approval The property contains steeply sloped area on the western portion of the site. Based on the elevations and the street profile provided with the application,the private street would be constructed such that the finished grade would be approximately 10%-which is below the maximum 15%grade permitted by Code. In addition,to mitigate for potential impacts,the ERC has ' imposed a Traffic Mitigation Fee of$75 per average daily trip generated by the project. The topography of the site has gently rolling slopes which intensify toward the western side of the property. A geotechinical report prepared by GeoEngineers was submitted with the application. Earthwork,approximating 250 to 300 cubic yards is estimated for construction of the private street. The applicant has also provided grading plans and profiles for the potential construction of homes on lots 1,2 and 3,as requested by the ERC. Using the grading plan,Ms.Nishihira pointed out the,created grade lines and where the retaining wall will likely be located on lot 2. The geotechnical report recommends that final site design be reviewed by them as well. There are approximately 1,114 sf of protected slopes on lot 1. That area has been set aside as a Native Growth Protection Easement,which was required as part of the Wilkinson Short Plat,which created the original three lots on the north side. The ERC has recommended a 25-foot buffer in the protected slope area,and 10 feet along the west and south side of lot 2 to avoid future erosion impacts. GeoEngineers researched coal mine hazards on the property. There are no indications of coal mine workings,surface features, sinkholes, or spoil piles. In order to insure that future property owners are aware of coal mine issues,the ERC has required that a coal mine hazard note be placed on the face of the plat. The Geotechnical Reports concludes with recommendations related to building setbacks,site preparation,and earthwork,all of which the applicant will be required to comply with as imposed by the ERC. Proper use of erosion control measures and Best Management Practices will further mitigate future erosion and off-site sedimentation impacts. The City's Critical Areas Ordinance requires developments within geologically hazardous areas to have all geotechnical studies undergo independent secondary review. The Administrator of the Planning/Building/Public Works Department granted a waiver of the independent review on January 29,2001. Both the Fire and Police Departments have indicated sufficient resources to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. The ERC has also required a Parks Mitigation Fee to offset impacts to existing and future public facilities in the area. The Renton School District has indicated they will be able to serve additional 3.8 students estimated to be generated by the proposal. Stormwater runoff is proposed to be conveyed to the existing storm system in Shattuck Avenue for lots 4 and 5. Runoff from lots 1,2 and 3 is proposed to be conveyed to a 10-foot dispersion trench located near the south side of the property. The proposal would be required to be appropriately designed with adequate water detention and water quality treatment for the site. There are existing water and sanitary sewer facilities located in Shattuck Avenue. Water main and sewer main extensions are required to serve the newly created lots. Wastewater System Development Charges will be collected. • 9 • Wilkinson Preliminary Plat II File No.: LUA-00-161,PP April 5, 2001 Page 4 Staff recommends approval of the Wilkinson II Preliminary Plat, subject to the following conditions: (1)the applicant must obtain demolition permits for the existing structures located on the site to be demolished prior to recording the plat, and (2)a homeowners' association or maintenance agreement is to be created concurrently with the recording of the plat in order to establish maintenance responsibilities for the Native Growth Protection Areas as well as roadway and utility improvements. Shupe Holmberg, 100 Front Street S, Issaquah, WA 98027-3817 stated that the applicant is in agreement with the proposed staff conditions of approval for the project and will abide by those conditions. Currently the lots that were created on the Wilkinson Short Plat utilize site sewers in the area that is being proposed as a private street. There is an existing sewer main in Shattuck Avenue. Staff has recommended that the existing site sewers be replaced and a main extension be constructed within the new private road easement. Gravity sewer would be available to serve all lots. Lot 2,depending on the final configuration,may require a grinder pump to serve it. There is a provision in the Storm Drainage Manual for small sites that relates the runoff after development to before development. If that runoff rate is less than .5 cfs for 100 year storm,then detention is not necessarily required. However, staff does not have to accept that provision. In view of the sensitive areas and steep slopes, staff has required that detention be provided. The applicant plans to provide a storm detention system within the private easement that would provide as much drainage as possible to the existing storm system in Shattuck Avenue. The grading on lots 1 and 2 is conceptual. Both of the houses that go on these lots are going to require special foundation design, as recommended in the Geotechnical Report. Bud King,26720 SE 216th Street, Maple Valley,WA 98038, discussed the profitability of the project considering the special provisions that will have to be made for lots 1 and 2. He does not feel that the project will be overwhelmed with extra costs that would prohibit it from being carried through to completion. Robert Cann,311 South 22nd Place,Renton,WA 98055 stated that he owns the home on lot 3 of the original short plat. He expressed concern that his view will be lost with the construction of new homes to the west and south of him. The builder of his home told him there would not be any future building that would block his view. He questioned how the new construction would affect him in regard to possible costs for shared storm drainage and homeowners' association fees. The Examiner stated that normally the City does not protect views,other than for certain public buildings. If there are covenants existing in a private sale agreement,that would be something that could be taken up with an attorney. Mr. Cann should not incur costs for any development on the new plat. Mr.King stated that the original lots 1,2 and 3 were sold to a company called Dream Craft,which in turn sold Mr. Cann his home. Dream Craft is also interested in the new lots. Mr.Cann may be able to discuss the situation with Dream Craft, in light of the fact that he was told by them that future development would not block his views. No covenants or protection of views was provided on the original lots when they were developed by the owner. Kayren Kittrick,Development Services, 1055 S Grady Way,Renton,WA 98055 clarified the storm drainage issue. As far as the City is concerned,there will be no cost to the owners of the original lots when the new storm drainage system is installed. Ms.Kittrick explained the strict erosion control plans to which the applicant. will be required to adhere in the construction of the project. The Examiner called for further testimony regarding this project. There was no one else wishing to speak,and no further comments from staff. The hearing closed at 9:52 a.m. • Wilkinson Preliminary Plat II J , File No.:LUA-00-161,PP April 5,2001 Page 5 FINDINGS,CONCLUSIONS &RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Bud King,filed a request for approval of a 5-lot Preliminary Plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation • and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 2245 Shattuck Avenue South. The subject site is on the west side of Shattuck Avenue South just north of SW 23rd Street(160Th Street in King County.) SR-167 is located about a block west and downhill from the site. The subject site is located on the southern end of the City. 6. The subject site is approximately 0.94 acres in area. The parcel is an "L-shaped" parcel. The subject site is approximately 295.09 feet deep(east to west)by approximately 209.50 feet wide at the wide western, dogleg end of the site. 7. The subject site contains steep slopes at its western end. The slopes vary from approximately 15%to 35%to a constrained,Native Growth Protection area of over 40% in the northwestern corner of the site. The ERC imposed conditions requiring a 25-foot buffer around the Native Growth area which is contained on Proposed Lot 1, and 10-foot native planting areas along the west and south margins of Proposed Lots 1 and 2. 8. The subject site was annexed to the City with the adoption of Ordinance 3316 enacted in May 1979. 9. The subject site was part of the Wilkinson Short Plat(LUA99-021)that was approved on November 10, 1999. The re-platting of land within five(5)years of a recorded short or long plat requires a full Long Plat Preliminary Plat review. Structures located on the site would be removed if the plat is approved. 10. The subject site is currently zoned R-8 (Single Family- 8 dwelling units/acre). 11. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family uses. 12. The applicant proposes dividing the subject site into 5 parcels. A private road from Shattuck would provide access to a tier of lots located south of the road(Proposed Lots 2 to 5 )as well as the lot at the end of the "L" (Proposed Lot 1). Proposed Lot 5 would be located at the Shattuck frontage. 13. The lots range in size from 6,750 square feet to approximately 8,893 square feet. Wilkinson Preliminary Plat II File No.: LUA-00-161,PP April 5,2001 Page 6 14. A hammerhead turnaround would be located on Proposed Lots 3 and 4. Due to the steep topography at the western end of the subject site,the ERC required a guardrail at the road end to prevent vehicles from possibly rolling down the slope. 15. The applicant will be developing a 26-foot wide private street that will have 20 feet of paving. 16. The western vegetation will be retained to prevent erosion, but vegetation will be removed from much of the site outside of the Native Growth area and buffers in order to prepare the site for the building pads and the access road. 17. Proposed Lot 1 will be substantially constrained by the protected portions of the site,although staff suggests that there is sufficient area to support a single family home. Approximately 1,114 square feet of Proposed Lot 1 is sloped at 40%or more. 18. Development of 5 single family homes will generate approximately 48 trips per day(based on approximately 9.55 trips per dwelling). This is not anticipated to cause substantial affects on traffic in the area. 19. The development of the subject site will generate approximately 2 school age children. 20. The subject site can be provided with sanitary sewer and water service. 21. The subject site is under laid by old coal mine workings. Those workings were approximately 140 feet below the surface. No surface evidence of the coal mine was found. The ERC required a disclosure condition on the face of the plat. CONCLUSIONS: 1. The proposed plat appears to serve the public use and interest. The applicant has preserved and protected the existing steep slope and a reasonable buffer to prevent erosion or slope failure. 2. The plat is actually an extension of a previously approved plat,and the conditions closely mirror those that allowed approval of the original plat. The site is served by appropriate urban services including water, sewer and storm water utilities. It is in an urban area and will provide additional housing opportunities. 3. The roadway will be steep and end at a steep area of the plat, but the guardrail that the ERC required should protect life and property from inadvertently overshooting the end of the roadway and barreling off the steep slope. 4. Since this nominal "short plat" is considered a plat,the applicant will be providing the normal mitigation fees to offset its impacts on roads,emergency services and parks. 5. The private road appears to provide reasonable access for residents and emergency access. 6. Staff reports that while Proposed Lot 1 is constrained in its buildable area, it can support a reasonable single family home. 7. In conclusion,the proposed preliminaryplat should be approved bythe CityCouncil subject to the P P PP J conditions noted below. • Wilkinson Preliminary Plat II , File No.: LUA-00-161,PP April 5,2001 Page 7 RECOMMENDATION: The Preliminary Plat is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the three structures currently located on the site. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the recording of the final plat. • 3. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the final plat in order to establish maintenance responsibilities for native growth protection areas(to be established by protective easements),as well as roadway and utility improvements. The following note shall also appear on the face of the final plat: MAINTENANCE RESPONSIBILITY: All owners of lots created by or benefiting from this City action abutting or including a native growth protection area are responsible for maintenance and protection of the area. Maintenance includes ensuring that no alterations occur within the area and that all vegetation remains undisturbed unless the express written authorization of the City has been received. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat for each phase of the subdivision. ORDERED THIS 5`h day of April,2001. FRED J. MAN HEARING MINER TRANSMITTED THIS 5th day of April,2001 to the parties of record: Lesley Nishihira Shupe Holmberg 1055 S Grady Way 100 Front Street South Renton, WA 98055 Issaquah, WA 98027 Kayren Kittrick Bud King 1055 S Grady Way 26720 SE 216`h Street Renton,WA 98055 Maple Valley, WA 98038 Robert Cann 311 S 22nd Place Renton,WA 98055 Wilkinson Preliminary Plat II - File No.: LUA-00-161,PP April 5,2001 Page 8 TRANSMITTED THIS 5th day of April,2001 to the following: Mayor Jesse Tanner Gregg Zimmerman,PlanBldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude,Fire Marshal Sue Carlson, Econ.Dev. Administrator Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes,Economic Development Director Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m., April 19,2001. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment,or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. An appeal to the City Council is governed by Title IV,Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. • t� ! • B imr'i li 3 i lap I w . a mar N �a ary F- .U1 %®al. R.1 ,4r .o t . •• 'p.ii !a a=t.''t '6fre V �, 1 e't 1.,• j I u:o am f! " a I. i— n Q, .a - ti.ti`7 •Nam- I r++�•lr•:l::•:?7 j f; ti® I , . .41 1 / ij 1 nq N I. a p ttp Ll.•• •:D r,la I 1 ' ,i� qI� rf � I`. ! ...--• f: 'y`bjF 1'rl+r I If: N♦{�N frot //ey fir,—]a 1. _ 1.• I .�. Z vkk R r LW' c�F lit I du f `.ALL+ h A ,Vra M1 v 1 iiii • "'" Il I w.c..yw w� :•. •:14 ,,- ..., i ,I1 t•. L\ I ,, ,, og Q, le . . 0 '.. ." I -i e i e ;t..�^:se 1��/ : �11 0 AV o 1S31o+ _tor. 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I I 1 \ I \ 1 I ♦ 1 \ I 1 I \ 1 I I f • MINIMUM CLOSURE OF LOOPS WAS 1:22,00 IN I 1 / \ �I I I 1 I I ACCORDANCE NiTH•WAC 332-130-090. —v — EAST.WATER UNE(LOCATE PAINT) ::•CI., I•11 • ; 11 \ \'8; I\ `\ /I i 11 \I TII I 1 8 . —G EAST.CAS UNE(LOCATE PINT •i1 1 I I la0♦T \)�i / `♦ :\ -I��_--_ i 1 / 1 I \\ I I I>• LOT4DOMINO LEGAL DESCRIPTION Lj),,111 \ • 1\ ` e,7¢0.a.(``` ` �y / \\\ _________// I / // % I •I ILL It III 99T02 OfCPL.CITY OF RENTON SHORT PUT NO LUA ® EXIST.OAS VALVE EU '•1 \ k I ,/ / ♦ ®I • I 1 ♦ \ —ED— EXIST.STORM DRAIN I 1 1 I \ `♦ 1\♦ \I / / i 8 4I 6> (ALSO KNOWN AS A PORTION OF TRACT 72.PUT ..\!C\ I 1 ♦ ♦ti \ I\I \ I e / / I OF RENTON COOPERATIVE COAL DED 14 YS ACRE _ EAST.FENCE UNE ..••I`.•I 1 1 \ '♦ \ .\ \ \ ♦I / j I I I I ,RAC75,PUT NQ 2,AS RECORDED R,VOLUME 9 1 1♦ \ \ ®` ♦\ 1 \♦♦♦ \ 25'PRIVATE EASEAENT / 6 Of PUTS,PACE 27,RECORDS OF KING COUNTY, toDECIDUOUS TREE \ \\ `\ 1 ♦♦\\ ♦ MORE35-EGRESS i 0 I I > WASHINGTON.) • \ \ \ \ \\ \♦ ♦\♦� -1--_ --- k UTILITIES I r `a 1 I I bl 4* PINE TREE '\\,WX`\` `\ \\ 75,00',\,I `'I ♦\4tr NR6•31'2q L. .. . _J - \\_ _ ` �� �0I • DATUM • !S I CITY OF RENTON \ ..\ \ \ " \ 1 1 \ \ __ ` �___ - k4 7 1 R I BENCHMARK MAPLE TREE ♦\ \ 1 \ `\ \\ \ `\ 1 1 \ .____-:_ - \g I \ \ I I OTT CH RENTON MONUMENT NO.230 \ \ \ `\ ♦\ ♦_--�-_ -_ R25' I EIEVATON.230.7541EET Ota FIR TREE \•\\ \ \ \\ \ \ \ \ �'- \ � �_ R25' .L _ 1`A> • I OWILLOW TREE ,\`\\``.\ `♦\\\\`♦ `\ \\\ \'� ♦\ `♦\ I•' i , I 9I \` I .F �i_Y I ; NOTE: • SET LS�1222 ND CAP b`♦\`\\ \\ `\ \`\\`\ 3\\\ •\♦\ \`\ t 1 7S 11 "- b �j I I I I !SEMIATTACNED SINGLE FAMIAIL LOTS ARE TO BE LY . CITY OF RENTON CONTROL ♦ \ \\ \\ Yl'T ♦'2\\ o.. ♦\ \\ OT\�♦ -4 i • , ....COT, . sr r'1 ■IIIII 1 > RESIDENTIAL MONUMENT NO.1160 ♦ \\ ♦\ N.6,93.q fl•\ `♦ `\ • ,•'\ I OT,a HOUSE ©T 5 < I 1 1/2'BRONZE BUTTON V4TH A♦♦ ♦ ♦ ♦ `\ N. \\ ♦ `\ \ \ 6:7O3.q.t \♦ 1° 6,613 sq. ' 7,I l2•q.It. PUNCH ON A CONCRETE POST \ \ \ • \ \ MONUMENT DOWN OS IN A `\ \♦ ` \ \♦ `\`\ `♦ `\ \♦ `\ `\ ♦\ TO B I 3C•, pq fMONUMOITCAOEAPPROX.B' \ \ \♦ `\ `\ `\♦\ \\ ♦♦ ♦\ \ 4 \ 11'� REMOVED / kr I. _ EAST OF CCNSTRUCTED ♦ ' \ \ \ ♦ \ ♦ / `ea.re.II., I CITY OF RENTON CONTROL CENTERLINE OF EAST VALLEY `♦ ` W♦ ♦ \ `\ ♦♦ `♦ ♦♦ ♦__ ` ` \ __ / a I MONUMENT N0.230 COPPER MIOHwAY AT THE NORTHERLY • \C \--i'T♦"' "♦'�•'�1 nn• `., . � W�� I TACK IN LEAD ON A •'L MARGIN OF AN EAST-WEST �. ♦ ♦ `♦Al,♦ \\ `\ ` `(.....?,-O%/:-$• �L. ® L♦ /♦ c\'\, O ' CONCRETE POST MONUMENT „ PIPELINE RIGHT-OF-WAY. '♦ ♦\ \\ $ \♦ \ .\ `♦ ♦ \ \ \ 4♦ .\ ♦ ^ ♦• 1' Gil y DOWN O.6'IN A MONUMENT (VISITED 1/99) ♦ \ \ •♦ •\ •\ •♦ '6 •♦ •\ •♦ •♦\ S \ ♦ ♦ ♦ E �__ . ♦— _ CASE AT THE CONSTRUCTED S8911'571 • ♦ ♦75, \ \ \ ♦ \ SO • ♦ ♦ \ 75.02Y` _ - -- 1 El.'. BNII 326.9 C.O.R. \ T 4v R• CENTER Of A END-OE-SAC S69'0 1 1004.92 BM) ♦\ ♦ \ ♦ . ♦ ♦ /"`` I Sge N THE EAST END Of S.2N6 S6B'�;J' ;0.'' STREET,WEST R BENSON .328.9r(BM) THE S.1/4 CORNER ````� \\ I NORDRITHEAST EAST CORNER OF SEC.19-23-5 A 8. 23RD 8 . \k TEASDALE PARK. dTY OF RENTON (UNOPENED RIOHT•OF•WAY) .\\ ELEV..70.334 METERS CONTROL MONUMENT _ 2 - S80S5'S6'E-_- _ ___-���__�__ 230.766 FELT N0.1551 -������ - 3/8'BRASS PLUS IN A 10'MONUMENT S.LINE,SE 1/4,SEC.19-23-6 ' CASE IN CENTERUNE OF LINO AVE S.W.AT MINTY OALOIR ATION ' (PIPELINE R.O,W,) fI.23RD BUILDING SETBACKS SITE AREA 40,920.q.iL g�UPE m,'"1 (VISITED 1R99) ROADWAY AREA 7,304 sq. FRONT YARD •20' A.12 • 1 l REAR YARD •20' NET 517E AREA JJA16 sq.14 0.772a.n. T 1' SIDE YARD .5' ALLOWABLE D.U. 8 9 0.772•8.178 D.U.(6 D.U.) 6}�-. ICORNER 61DE YARD tY %, 1(� CITY OF' RENTON TOTAL PARCEL AREA 40,920.q.IL 0.94 Gets.PROPOSED NO.OF LOTS 5 LOTS 1LU2�D D3DlA7•'T187D3WE' 03R PTJ>lLTO l/07tl®PROPOSED ZONING R-8 OWNERS BUD KING ''••\ D/679•' ' PROPOSED SQUARE FOOTAOES MAPLE VALLEY,WA�95036 `�'�LI30 LOT 1 6,750.q.fl (425)432-5455 8ITE PLAN . LOT 2 8,893 sq.IL LOT 3 8,753 sot LAND SURVEYOR BADM N HOLMBERG INC. LOT 4 5.613 44•t IGO FRONT STREET SOUTH yppm „,..20/1 1/00 y.P 1610-007 LOT 5 7,912 soft ISSAQUAH,WA 95027 (425)392-0250 maw Mr PERCENTAGE OF LAND IN STREETS 17.65% 1\�®,yOH .oue I••30' -. -. r1..1� ■.. ..•'••. NT AVM DMM411DI6 ... .,ram .Km-1�Ory • • • • • • . • • I • • • • I Anna rat xroeae d az rvn 1 \\ inmaro .A. ADD. NVNMtl 1Y Mr 1 T .. .. 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Crl `• I I 1.-4-3 , • 0 • •.•:+ _ , ... i__i ----—-T-f-r-/•,/A.. . a) -‘\ r— i .• \ f - - . -- .."! C---.. 1.___ _., I cc1 all ,-,.. -• 1:2iilI St.r I 1 1 U ----Yi :.-.-;!-...-.-=_:.....-„,.- , , . , ,..-.,..,..-4,„:, , .4i / \ R rl 1 if--4 -1911111U/N))-4 , . - 113 - 30 T23N R5E E 1/2 - „or 0 . 011)'‘ ZONING 1.4604 - ... 1. Wain/TECHNICAL IIERVICES .‘• 19 T23N R.5E E 1/2 .. . . . ._ • - g, } 1; 4, • • • �, : e • HEARING EXAMINER'S REPORT April 5,2001 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: Bud King King Construction 26720 SE 216th Street Maple Valley, WA 98038 FileNo.: LUA00-161,PP LOCATION: 2245 Shattuck Avenue South SUMMARY OF REQUEST: Subdivide an approximately 0.94 acre site into five lots intended for the eventual development of detached, single family houses. The subject site was included as a shadow plat in the Wilkinson Short Plat(File No.LUA99-021)which was recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago, preliminary plat approval is necessary. SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on February 28,2001. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area; the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the March 6,2001 hearing. The legal record is recorded on tape. The hearing opened on Tuesday, January 2,2001, at 9:00 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Site Plan application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No.3: Vicinity Map Exhibit No. 4: Zoning Map Wilkinson Preliminary Plat II - File No.: LUA-00-161,PP April 5, 2001 Page 2 Exhibit No. 5: Grading Plan with notations in blue pen on Lots No. 1 and 2 The hearing opened with a presentation of the staff report by Lesley Nishihira, Senior Planner,Development Services, City of Renton, 1055 S Grady Way,Renton, Washington 98055. The subject property is located in the Talbot Hill area of the City,within the R-8 Zoning Designation. The site is currently developed with a single family residence and two detached accessory structures. The area is surrounded by the same zoning designation. The plat was included as a shadow plat within the Wilkinson Short Plat that was recorded in 1999. The proposal is to subdivide a 0.94 acre site into 5 lots intended for the development of detached, single family homes. The site is characterized by gently rolling slopes,which increase significantly toward the western portion of the property. The site is located in an area designated by potential coalmine, landslide, and erosion hazards on the City Sensitive Areas Maps. The western edge of the property also contains slopes between 25% to 40%, some of which qualify as sensitive and protected slopes. On January 30th of this year,the Environmental Review Committee(ERC) issued a Determination of Non- Significance—Mitigated for the project. A 14-day appeal period followed the threshold determination, over which no appeals were filed. The determination included nine mitigation measures for the proposal. Of those nine,we have the typical Fire,Parks, and Transportation Mitigation Fees. In addition to those,we have a requirement for the applicant to install"No Parking" signage on both sides of the private street to insure that the roadway remains open for emergency access. The applicant is also required to install a guardrail at the western end of the private street to prevent vehicles from descending down the steep slopes adjacent to the property. The ERC also required that the applicant install a 25-foot buffer around the existing native growth protection easement. The applicant is also required to install a 10-foot vegetative buffer along the west side of lot 1, lot 2, and along the south side of lot 2. These were recommendations of the Geotechnical Report which the ERC felt were appropriate for the project. These areas must also be noted on the face of the plat as Native Growth Protection Areas. The applicant is also required to comply with the recommendations contained within the Geotechnical Report submitted with the application. A note shall be placed on the face of the plat indicating the property is located within a coal mine hazard area. The applicant is also required to design and install appropriate water quality treatment and detention for storm water runoff associated with the project. The applicant has indicated they are willing to comply will all of these mitigation measures. The proposal must be consistent with several Preliminary Plat Criteria, including compliance with the Comprehensive Plan designation. The property is located within the Residential Single Family(RSF)Land Use designation. The objective of the RSF designation is to protect and enhance single family neighborhoods. The future construction of single family homes, as proposed with this project,would promote goals of infill development and would be consistent with existing neighborhoods in the area. The proposal must also comply with the underlying zoning designation(R-8.) The density required in the R-8 Zone is between 5 and 8 dwelling units per acre. The net density of this project is 6.7 dwelling units per acre,which is within the allowed density range of the zone. This project also complies with the lot dimension requirements of the R-8 Zone. The proposal is required to comply with all the building standards of the R-8 Zone. When taking those into consideration, including lot coverage, each lot appears to have adequate'building areas. The Examiner stated that lot 1 appears to be severely constrained by the steep slope and the 25-foot buffer. Ms.Nishihira replied that lot 1 would have a building area of approximately 1,648 sf. One-third of the lot area is permitted to be covered,which would be roughly 1,900 sf in the case of lot 1. Wilkinson Preliminary Plat II File No.: LUA-00-161,PP April 5,2001 Page 3 Continuing with her review of the proposal's consistency with Preliminary Plat Criteria,Ms.Nishihira stated that each lot is required to provide a minimum of two off street parking spaces. The proposal complies with the Subdivision Regulations, including lot arrangement,which requires side lot lines be at right angles to street lines. Each lot satisfies the minimum lot area and dimension requirements of the R-8 Zone. The plan includes setback lines for each lot showing potential building envelopes. Lots 3 and 4 indicate the appropriate building setbacks. However, lots 2 and 5 indicate incorrect front yard setbacks and incorrect side yard along the street setbacks and will need to be corrected to accurately reflect the required setbacks of the zone. In addition, lots 1 and 2 will be required to provide additional setback areas as well as create native growth protection areas, pursuant to SEPA mitigation measure number 6. The proposed lots appear to have sufficient building area for the development of suitable detached single family homes. Access to the site is proposed via a private street easement. The private street is shown with the appropriate width required at 26 feet with 20 feet of paving. A fire turnaround shadowing lots 3 and 4 is also provided. A homeowners' association or maintenance agreement for the private street as well as shared utilities is recommended as a condition of preliminary plat approval The property contains steeply sloped area on the western portion of the site. Based on the elevations and the street profile provided with the application,the private street would be constructed such that the finished grade would be approximately 10%-which is below the maximum 15% grade permitted by Code. In addition,to mitigate for potential impacts,the ERC has imposed a Traffic Mitigation Fee of$75 per average daily trip generated by the project. The topography of the site has gently rolling slopes which intensify toward the western side of the property. A geotechinical report prepared by GeoEngineers was submitted with the application. Earthwork, approximating 250 to 300 cubic yards is estimated for construction of the private street. The applicant has also provided grading plans and profiles for the potential construction of homes on lots 1, 2 and 3,as requested by the ERC. Using the grading plan, Ms.Nishihira pointed out the created grade lines and where the retaining wall will likely be located on lot 2. The geotechnical report recommends that final site design be reviewed by them as well. There are approximately 1,114 sf of protected slopes on lot 1. That area has been set aside as a Native Growth Protection Easement,which was required as part of the Wilkinson Short Plat,which created the original three lots on the north side. The ERC has recommended a 25-foot buffer in the protected slope area, and 10 feet along the west and south side of lot 2 to avoid future erosion impacts. GeoEngineers researched coal mine hazards on the property. There are no indications of coal mine workings, surface features, sinkholes, or spoil piles. In order to insure that future property owners are aware of coal mine issues,the ERC has required that a coal mine hazard note be placed on the face of the plat. The Geotechnical Reports concludes with recommendations related to building setbacks,site preparation,and earthwork,all of which the applicant will be required to comply with as imposed by the ERC. Proper use of erosion control measures and Best Management Practices will further mitigate future erosion and off-site sedimentation impacts. The City's Critical Areas Ordinance requires developments within geologically hazardous areas to have all geotechnical studies undergo independent secondary review. The Administrator of the Planning/Building/Public Works Department granted a waiver of the independent review on January 29, 2001. Both the Fire and Police Departments have indicated sufficient resources to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. The ERC has also required a Parks Mitigation Fee to offset impacts to existing and future public facilities in the area. The Renton School District has indicated they will be able to serve additional 3.8 students estimated to be generated by the proposal. Stormwater runoff is proposed to be conveyed to the existing storm system in Shattuck Avenue for lots 4 and 5. Runoff from lots 1, 2 and 3 is proposed to be conveyed to a 10-foot dispersion trench located near the south side of the property. The proposal would be required to be appropriately designed with adequate water detention and water quality treatment for the site. There are existing water and sanitary sewer facilities located in Shattuck Avenue. Water main and sewer main extensions are required to serve the newly created lots. Wastewater System Development Charges will be collected. Wilkinson Preliminary Plat II File No.: LUA-00-161,PP April 5, 2001 Page 4 Staff recommends approval of the Wilkinson II Preliminary Plat, subject to the following conditions: (1)the applicant must obtain demolition permits for the existing structures located on the site to be demolished prior to recording the plat, and (2)a homeowners' association or maintenance agreement is to be created concurrently with the recording of the plat in order to establish maintenance responsibilities for the Native Growth Protection Areas as well as roadway and utility improvements. Shupe Holmberg, 100 Front Street S, Issaquah,WA 98027-3817 stated that the applicant is in agreement with the proposed staff conditions of approval for the project and will abide by those conditions. Currently the lots that were created on the Wilkinson Short Plat utilize site sewers in the area that is being proposed as a private street. There is an existing sewer main in Shattuck Avenue. Staff has recommended that the existing site sewers be replaced and a main extension be constructed within the new private road easement. Gravity sewer would be available to serve all lots. Lot 2, depending on the final configuration, may require a grinder pump to serve it. There is a provision in the Storm Drainage Manual for small sites that relates the runoff after development to before development. If that runoff rate is less than .5 cfs for 100 year storm,then detention is not necessarily required. However, staff does not have to accept that provision. In view of the sensitive areas and steep slopes, staff has required that detention be provided. The applicant plans to provide a storm detention system within the private easement that would provide as much drainage as possible to the existing storm system in Shattuck Avenue. The grading on lots 1 and 2 is conceptual. Both of the houses that go on these lots are going to require special foundation design, as recommended in the Geotechnical Report. Bud King, 26720 SE 216th Street, Maple Valley, WA 98038, discussed the profitability of the project considering the special provisions that will have to be made for lots 1 and 2. He does not feel that the project will be overwhelmed with extra costs that would prohibit it from being carried through to completion. Robert Cann, 311 South 22"Place,Renton, WA 98055 stated that he owns the home on lot 3 of the original short plat. He expressed concern that his view will be lost with the construction of new homes to the west and south of him. The builder of his home told him there would not be any future building that would block his view. He questioned how the new construction would affect him in regard to possible costs for shared storm drainage and homeowners' association fees. The Examiner stated that normally the City does not protect views, other than for certain public buildings. If there are covenants existing in a private sale agreement,that would be something that could be taken up with an attorney. Mr. Cann should not incur costs for any development on the new plat. Mr. King stated that the original lots 1,2 and 3 were sold to a company called Dream Craft,which in turn sold Mr. Cann his home. Dream Craft is also interested in the new lots. Mr. Cann may be able to discuss the situation with Dream Craft, in light of the fact that he was told by them that future development would not block his views. No covenants or protection of views was provided on the original lots when they were developed by the owner. Kayren Kittrick, Development Services, 1055 S Grady Way,Renton, WA 98055 clarified the storm drainage issue. As far as the City is concerned,there will be no cost to the owners of the original lots when the new storm drainage system is installed. Ms. Kittrick explained the strict erosion control plans to which the applicant will be required to adhere in the construction of the project. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 9:52 a.m. Wilkinson Preliminary Plat II - File No.: LUA-00-161,PP April 5,2001 Page 5 FINDINGS, CONCLUSIONS &RECOMMENDATION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Bud King,filed a request for approval of a 5-lot Preliminary Plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official, issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 2245 Shattuck Avenue South. The subject site is on the west side of Shattuck Avenue South just north of SW 23rd Street(160Th Street in King County.) SR-167 is located about a block west and downhill from the site. The subject site is located on the southern end of the City. 6. The subject site is approximately 0.94 acres in area. The parcel is an "L-shaped" parcel. The subject site is approximately 295.09 feet deep(east to west)by approximately 209.50 feet wide at the wide western, dogleg end of the site. 7. The subject site contains steep slopes at its western end. The slopes vary from approximately 15%to 35%to a constrained,Native Growth Protection area of over 40% in the northwestern corner of the site. The ERC imposed conditions requiring a 25-foot buffer around the Native Growth area which is contained on Proposed Lot 1, and 10-foot native planting areas along the west and south margins of Proposed Lots 1 and 2. 8. The subject site was annexed to the City with the adoption of Ordinance 3316 enacted in May 1979. 9. The subject site was part of the Wilkinson Short Plat(LUA99-021)that was approved on November 10, 1999. The re-platting of land within five(5)years of a recorded short or long plat requires a full Long Plat Preliminary Plat review. Structures located on the site would be removed if the plat is approved. 10. The subject site is currently zoned R-8 (Single Family- 8 dwelling units/acre). 11. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family uses. 12. The applicant proposes dividing the subject site into 5 parcels. A private road from Shattuck would provide access to a tier of lots located south of the road(Proposed Lots 2 to 5 ) as well as the lot at the end of the "L" (Proposed Lot 1). Proposed Lot 5 would be located at the Shattuck frontage. 13. The lots range in size from 6,750 square feet to approximately 8,893 square feet. Wilkinson Preliminary Plat II File No.: LUA-00-161,PP April 5,2001 Page 6 14. A hammerhead turnaround would be located on Proposed Lots 3 and 4. Due to the steep topography at the western end of the subject site,the ERC required a guardrail at the road end to prevent vehicles from possibly rolling down the slope. 15. The applicant will be developing a 26-foot wide private street that will have 20 feet of paving. 16. The western vegetation will be retained to prevent erosion,but vegetation will be removed from much of the site outside of the Native Growth area and buffers in order to prepare the site for the building pads and the access road. 17. Proposed Lot 1 will be substantially constrained by the protected portions of the site, although staff suggests that there is sufficient area to support a single family home. Approximately 1,114 square feet of Proposed Lot 1 is sloped at 40%or more. 18. Development of 5 single family homes will generate approximately 48 trips per day(based on approximately 9.55 trips per dwelling). This is not anticipated to cause substantial affects on traffic in the area. 19. The development of the subject site will generate approximately 2 school age children. 20. The subject site can be provided with sanitary sewer and water service. 21. The subject site is under laid by old coal mine workings. Those workings were approximately 140 feet below the surface. No surface evidence of the coal mine was found. The ERC required a disclosure condition on the face of the plat. CONCLUSIONS: 1. The proposed plat appears to serve the public use and interest. The applicant has preserved and protected the existing steep slope and a reasonable buffer to prevent erosion or slope failure. 2. The plat is actually an extension of a previously approved plat, and the conditions closely mirror those that allowed approval of the original plat. The site is served by appropriate urban services including water, sewer and storm water utilities. It is in an urban area and will provide additional housing opportunities. 3. The roadway will be steep and end at a steep area of the plat,but the guardrail that the ERC required should protect life and property from inadvertently overshooting the end of the roadway and barreling off the steep slope. 4. Since this nominal "short plat" is considered a plat,the applicant will be providing the normal mitigation fees to offset its impacts on roads, emergency services and parks. 5. The private road appears to provide reasonable access for residents and emergency access. 6. Staff reports that while Proposed Lot 1 is constrained in its buildable area, it can support a reasonable single family home. 7. In conclusion,the proposed preliminary plat should be approved by the City Council subject to the conditions noted below. Wilkinson Preliminary Plat II File No.: LUA-00-161,PP April 5,2001 Page 7 RECOMMENDATION: The Preliminary Plat is approved subject to the following conditions: 1. The applicant shall comply with the conditions imposed by the ERC. 2. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the three structures currently located on the site. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the recording of the final plat. 3. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the final plat in order to establish maintenance responsibilities for native growth protection areas(to be established by protective easements), as well as roadway and utility improvements. The following note shall also appear on the face of the final plat: MAINTENANCE RESPONSIBILITY: All owners of lots created by or benefiting from this City action abutting or including a native growth protection area are responsible for maintenance and protection of the area. Maintenance includes ensuring that no alterations occur within the area and that all vegetation remains undisturbed unless the express written authorization of the City has been received. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat for each phase of the subdivision. ORDERED THIS 5th day of April,2001. FRED J. FMAN HEARING MINER TRANSMITTED THIS 5th day of April,2001 to the parties of record: Lesley Nishihira Shupe Holmberg 1055 S Grady Way 100 Front Street South Renton, WA 98055 Issaquah,WA 98027 Kayren Kittrick Bud King 1055 S Grady Way 26720 SE 216t"Street Renton, WA 98055 Maple Valley, WA 98038 Robert Cann 311 S 22"d Place Renton,WA 98055 Wilkinson Preliminary Plat II File No.: LUA-00-161,PP April 5,2001 Page 8 TRANSMITTED THIS 5th day of April,2001 to the following: Mayor Jesse Tanner Gregg Zimmerman, Plan/Bldg/PW Admin. Members,Renton Planning Commission Neil Watts,Development Services Director Larry Rude,Fire Marshal Sue Carlson,Econ. Dev.Administrator Lawrence J. Warren, City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington, Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes,Economic Development Director Pursuant to Title IV, Chapter 8, Section 100Gof the City's Code, request for reconsideration must be filed in • writing on or before 5:00 p.m., April 19,2001. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written . request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may, after review of the record,take further action as he deems proper. , An appeal to the City Council is governed by Title IV, Chapter 8, Section 110,which requires that such appeal be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. a cif 1. tn — V� .0 II F .. 11 a.(`Flr N m 8 --�I •6 a t 'CI . :F1.111 891 -f'2y. 1 I `e p,y,o • e .US zII.�. -- • Il i S �i I i� ` f l i )t„ `_. 5( a• aY y _ R •i L— ,� 6� �. , n lix111 (I am . 8• S FIR. 1SI 1 — ...1 lz 1”;:...___ ' N ,, to I '�4q�i_ ,:t....,7 ~c'1 I •X'1�: I1 4 N .t n I. �li.t. .pp'L. -,, • ���/ i r^ 06J r1', d ,r tS]; ,\ O '//��yy 1 / a 1 Yl i y Ia�j. I` i(e/Qyi1; bi..".' 10 J< V M,ICII 1, i • DM_I1,1. -.� g". Q ll=J1 .� uC± 4 i I cl, 5 R .01.10Ls s ;; , a • 1 -tbltl tblo L Li 'IF, rr(a4., v.. H.S - f. A...0, S 9 .. I f•9., k hay ``•'.:•.I i Ir 1"^Y s, ... �a a Q�;aoO east .IGir yqs•- -.. Aitittionnti o. i_ 1Lapa .7: 9 1 . s'1 °4 I :4.. . I 'r ii 0a 1S3aOW W 10r \(^nay, r r {r�,�; in ; !1 . 4zivi ® m ; d��„� Mw[ N di a n � z'1 ;. . ., MO l:VI �v kI N. to n n E Vt: I�I �SnG. N. n Pugp1 42eY.d' -f '�i `r vnrl aft. 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EXIST.MAILBOX Ti♦-- 1I II it 1 847' 1 \ ...:.. ........., „ ._ I I 1 I \` I I I i1 FIELD SURVEY WAS BY CLOSED 0090TRA.E LOOPS. 1 \ I I I \ x( MINIMUM CLOSURE OF LOOPS WAS 0 00 IN I / \ II 1 \ I I ACCORDANCE WITH WAC JJ2-1J0-D90. V EXIST.WATER UNE(LOCATE PAINT) ;Y 1.-D I y II 1 •.-8 - ; 11 /I i IL L\ 8 I 1 a IPTION —G EXIST.GAS LINE(LOCATE PINT ,•i1 •Q \ IL L,91 ♦ • � S / \♦ .,\ - %,'i i ' \1 I>y LOTEXI 4 OF LEGAL UNIONDESC SHORT 1 \ ` ♦ / I / 1 I r I Ili y LOT 4 OF CITY OF RENTON SHORT PUT NO,WA O EXIST,GAS VALVE _,•K7 11��e1/// •••-`II j0,7�0.44 ` I \1 ----------' I i /i i I i IMI I D 99-021-SHPI.. —.-SO— EXIST.STORM DRAIN \ • 1 1 1 ♦ \ 11\ \ / / i a! (ALSO O KNOWN AS A PORTION OF TRACT 72.PLAT \ / 1 RENTON COOPERATVE COAL COMPANY'S ACRE _ -T'\1-CIE\1 I\ 1 `.\ ♦`1 `�---- \1`\ \ ,'/ / I III I I TRACTS,PUT NO,2,AS RECORDED IN VOLUME 9 EXIST.FENCE LINE - \I 1 I\ \ \ ♦ ` \ `\♦ 1 OF PLATS, \ ,,(,_ 1 \ ®I \ I ♦ ♦ \ 28'-RIVATE EAS ENT / // I n PAGE 27,RECORDS OF KING COUNTY, DECIDUOUS TREE \ \ \ \ \ 1 `�`♦ ` \ ii BR-IN -ECR 55 j i "1 i! WASHINGTON.) \ . \ &UTILITIES I I I T V I \ `• ` N88'3t'2 ♦ I q '\ 7`$sDG'`` ' ♦ - • \ ' ya DATUM PINE TREE 11 1.\\\ `\ \ \ 1 1 1 ♦ . _�'^^r �� - \ ��� aI! CITY OF RENTON I\ ,3\•\ \, `I ' \ 1_1 T A, ` ♦ / I O f +- MAPLE TREE t `\ ,T\ \ `I \\ T� - ,`— - �-"`—- '^-�_ I �_ __ O i a I BENCHMARK 1L- \ \ \ \ \ _-- I l`T I CITY OF RENTON MONUMENT NO.230 \‘‘‘‘`\ \\\♦ `\ \\ \�_i_ _.,___ ____ R25' R2S' -7— I 1 ELEVATION.230.756 FEET FIR TREE \ \ \\ `♦ \\ \\ ` \\ \\ `♦ ! •--G♦ I'- I _L _. 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TACK CONC IN LEAD POSTON MONUMENT fa MARGIN OF AN EAST-WEST ` \ \ \& %\ ♦ (-L..,,„k- 'Y 1-�' i r t. A twf, - / PIPELINE RIGHT-OF-WAY, '\ \ \ 1 \ \ 1 ♦ \ \ 1\ �♦ \ / 1 1 • }° DOWN 0.5'IN A MONUMENT ' S89T51'STE (MATED 1/99) - 1 \\``1\6 1`\7S. 3\ •``\ ♦\\\ \` \♦ $ S.0 ♦\ ♦ \\ --/ ` 1753.08� BXI CASE AT THE CONSTRUCTED 1J2B.96' C.O.R. • 75.023'` -i_ - 0.022'- -'� NA CENTER OF A CUL-DE-SAC 58e'50 1 1004.82 (BHT \\ \� \ \ ` \ ` • /-� gggg N THE EAST END OF S.2JrC ' S88YfJ'36 ,0. STREET,WEST OF BENSON ORM SE,NEAR THE 1328.97'(BHT) S.1/4 CORNER ````\ -- \\\ v I NORTHEAST CORNER OF SEC.19-23-5 q S. 23RD 8 R TEMPLE PARK, CITY OF BENIGN •(UNOPENED RIGHT-OF-WAY) .\\ ELEV,.70.334 METERS CONTROL MONUMENT Sa938'SB'E__-_-_-_-_-y_--I-_ 230.756 FEET NO.1551 ---- --- -�-��- 3/8'BRASS PLUG IN A 10'MONUMENT 5,UNE,SE 1/4,SEC.19-23-5 CASE IN CENTERLINE OF LINO AVE S.W.AT DENSITY CALCULATION S.W.23RD ST. BUILDING SETBACKS SITE AREA 40,920 sq.ft n, "------ `1 " ,. (PIPELINE R.O.W.) ROADWAY AREA 7,304 sq.fl Slit/Pill'• (VISITED 1/99) FRONT YARD .20' t IT- I' REAR YARD .20' NET SITE AREA 33,616 sq.fl 0.772agres ♦ SOY i,'•, SIDE YARD .5' ALLOWABLE D.U. 8 x 0.772•6.178.D.U.(8 D.U.) Fe1 ��� 1 ' CORNER SIDE YARD .15' 1�,f%' I � �,, H • • CITY OF RENTON TOTAL PARCEL AREA 40,920 sq.fL 0,94 acres PROPOSED NO.OF LOTS S LOTS ,p�11sa�2�D DEPARTMENT OP PNHIiO WORKS PROPOSED ZONING R-8 OWNERS BUD KING 'Y\'W78T,x,� - 26720 SE 216TH ST. /Opp LAPV. PROPOSED SQUARE FOOTAGES MAPLE VALLEY,WA 88038 LOT 1 8,750 sq.ft. (425)432-5456 - g 950`028 II U/50/02 ; SITE PLAN . LOT 2 8,893 sq.TL LOT 3 8.753 sq.ft LAND SURVEYOR BAIMA&HOLMBERO INC. LOT 4 8,613 sq.ft 100 FRONT STREET SOUTH LOT 5 7,912 min ISSAQUAH,WA 98027 MOM M...TO/11/00 y 101610-003 (425)392-0250 - 6M1RM MSH PERCENTAGE OF LAND IN STREETS 17.85% • W90® WSH mut 1..30, MaRrs_ . IN. 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SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: March 6, 2001 Project Name: Wilkinson Preliminary Plat Owner&Applicant/ Bud King, King Construction Address 26720 SE 216 h Street Maple Valley,WA 98038 Contact/ Shupe Holmberg Address Baima & Holmberg, Inc. 100 Front Street South Issaquah,WA 98027-3817 File Number: LUA-00-161, PP, ECF Project Manager: Lesley Nishihira • Project Description: The applicant is proposing the subdivision of a 0.94-acre site into five lots intended for the eventual development of detached single family homes. The subject site was included as a shadow plat in the Wilkinson Short Plat (File No. LUA99-021) which was recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago, preliminary plat approval is necessary. Project Location: 2245 Shattuck Avenue South PUGET SOUND POWER I.LIGHT CO. Z, (A) *4 ! .. a 4-31 , - �' /� m v rii :s n le- lb a1 ° p�a r R 119 � . ' s 30 I �d' 25-- *"`" 13 _ = wo 6 ' I.to 1 19 u.- n 14 1-1 tm • 1] m NH g ON rs. 1 `-MtfJ /1 M SrrG0 a90 • ¢aa> �o: e'. I_r .} PL. S.. >;O t 155 .� �� i 1�k'IIIb I°E ` ,vas l as tiE1z � SZ., /rA • m ,...../ b0 ��of VVV�^W�tJf Gi ` 73� N• `u 2 et 27 4 1:esQ1& Site D,aa. {� ® � :.7.= ;i;,I,4 7 7 ''.1,,,,IIN• •____--e.ee..-21_-•.-..1.:=7217.+---.._..1 a 2._..._7....;;el i-•e—-.._.,,_\7;_,,.'i-A-7,27..7.,..,_70 t 1..-7.„.'77-7:7.7\,..,..:.......7.:Tr 1.:.——....„ "7,.—,.... ..--"r7A -t \': ' • 'P ay ',3 u9 ' 1" � t � „ Thomas Teasd c :I.;, a f.l Renron Scnooi II,21 LC 1 .< s 9 W s 1 O I. I:: v 1::', ':'1 • n ,ELT ;1I '., .9 j 23, :7 39 1(. SCALE z Y.•:: '�,,,, 7 ._-•..K I.f 'j a7 I\. al I.�IOOAOI 7[t�. J, } 1`ff i� N• 1 - - - - - ' . . 3 _ 1 ¢a. Ir+. _�.v •'�:/�. ..�I 5A:.�a. r LT_7�,/✓, f�- lYI 1�tJ" , 'City of Renton P/B/PW Department P inary Report to the Hearing Examiner WILKINSON II PRELIMINARY PLAT LUA-00-161,PP,ECF PUBLIC HEARING DATE: March 6,2001 Page 2 of 9 B. GENERAL INFORMATION: 1. Owner of Record: Bud King, King Construction 26720 SE 216 h Street Maple Valley,WA 98038 2.Zoning Designation: Residential—8 Dwelling Units per Acre (R-8) 3.Comprehensive Plan Residential Single Family(RSF) Land Use Designation: 4.Existing Site Use: The site is currently developed with a single family residence and two detached accessory structures. 5.Neighborhood Characteristics: North: Single family residential; zoned R-8 East: Single family residential; zoned R-8 South: Single family residential; zoned R-8 West: Undeveloped slope areas; zoned R-8 and R-1 6.Access: Shattuck Avenue South via a private street easement 7.Site Area: 0.94 acres (40,920 sf) 8.Project Data: area comments Existing Building Area: 1,800 sf Existing residence and two accessory structures to be demolished. New Building Area: N/A N/A Total Building Area: N/A N/A C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation N/A 3316 05/14/1979 Comprehensive Plan N/A 4498 02/20/1995 Zoning N/A 4404 06/07/1993 Wilkinson Short Plat LUA99-021, SHPL-A N/A 11/10/1999 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter 3 Environmental Regulations and Special Districts Section 4-3-050: Critical Areas Regulations 3. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations Section 4-4-060: Grading, Excavation and Mining Regulations Section 4-4-080: Parking, Loading and Driveway Regulations Section 4-4-130: Tree Cutting and Land Clearing Regulations HEXRPT 'City of Renton P/B/PW Department Preirrn,nary Report to the Hearing Examiner WILKINSON II PRELIMINARY PLAT LUA-00-161,PP,ECF PUBLIC HEARING DATE: March 6,2001 Page 3 of 9 4. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 5. Chapter 7 Subdivision Regulations Section 4-7-050: General Outline of Subdivision, Short plat and Lot Line Adjustment Procedures Section 4-7-080: Detailed Procedures for Subdivision Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards Section 4-7-150: Streets—General Requirements and Minimum Standards Section 4-7-160: Residential Blocks—General Requirements and Minimum Standards Section 4-7-170: Residential Lots—General Requirements and Minimum Standards Section 4-7-220: Hillside Subdivisions 6. Chapter 9 Procedures and Review Criteria 7. Chapter 11 Definitions E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element: Residential Single Family objectives and policies; Residential Streets objectives and policies; Subdivision of Land objectives and policies. 2. Housing Element: Housing Supply objectives and policies; Minimum Density Policies. F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND The applicant has proposed to subdivide a 0.94-acre site into 5 lots suitable for the eventual development of detached single family residences. The subject site was previously included as a shadow plat in the Wilkinson Short Plat(file no. LUA99-021)which was recorded in 1999. Due to the property's inclusion in a prior subdivision which took place less than 5 years ago, the project requires preliminary plat review. The proposed lots would range from 6,750 square feet to 8,893 square feet in size. After the deduction of the private roadway and critical areas from the gross area of the property, the proposal for 5 single family lots arrives at a net density of 6.7 dwelling units per acre. Access to the site would be provided by a private street easement along the north side of lots 2, 3, 4 and 5 from the Shattuck Avenue right-of-way. The subject site is characterized by gently rolling slopes, which increase significantly towards the western portion of the property. The site is located in an area designated by potential coalmine, landslide, and erosion hazards on the City's Sensitive Areas Maps. The western boundary of the site also contains slopes between 25% to 40% according to the City's Steep Slopes Map, some of which qualify as sensitive and protected slopes. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on January 30, 2001, the Environmental Review Committee issued a Determination of Non-Significance - Mitigated (DNS-M) for the Wilkinson II Preliminary Plat. The DNS-M included 9 mitigation measures. A 14-day appeal period commenced on February 2, 2001 and ended on February 16, 2001. No appeals of the threshold determination were filed. 3. COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee issued the following mitigation measures with the Determination of Non-Significance— Mitigated: HEXRPT 'City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner WILKINSON II PRELIMINARY PLAT • LUA-00-161,PP,ECF PUBLIC HEARING DATE: March 6,2001 Page 4 of 9 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488.00 per new single family residence, with credit given for the existing residence, for an estimated total of$1,952.00 ($488.00 x 4 new homes = $1,952.00). The Fire Mitigation Fee shall be paid prior to the recording of the final plat. 2. The applicant shall install "No Parking"signage on both side of the private street. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and the Fire Department prior to the recording of the final plat. 3. The applicant shall install a guardrail at the west end of the private street in order to prevent vehicles from descending down the steep slopes adjacent to the property. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat. 4. The applicant shall pay the required Transportation Mitigation Fee equal to $75.00 for each new daily trip associated with the project, with credit given for the existing residence, for an estimated total of$2,871.00 (4 new homes x 9.57 trips/home = 38.28 total trips x$75.00 =$2,871.00). The Transportation Mitigation Fee shall be paid prior to the recording of the final plat. 5. The applicant shall pay the appropriate Parks Mitigation Fee equal to $530.76 for each new single family home, with credit given for the existing residence, for an estimated total of$2,123.04 (4 new homes x $530.76 = $2,123.04). The Parks Mitigation Fee shall be paid prior to the recording of the final plat. 6. The applicant shall install a 25-foot buffer around the existing native growth protection easement on lot 1, as well as a 10-foot vegetative buffer on the west side of lot 1 and the west and south sides of lot 2. The vegetative buffers shall be planted with appropriate native species after the completion of all grading work and shall be maintained throughout the construction of the future homes on lots 1 and 2. In addition, the buffer areas shall be noted on the face of the plat as Native Growth Protection Areas and shall be recorded separately as protective easements. 7. The applicant shall comply with the recommendations contained within the Geotechnical Report dated June 2, 2000 prepared by GeoEngineers in regards to building design, site preparation, earthwork, and post construction measures. 8. The applicant shall place a note on the face of the plat to read as follows: COAL MINE HAZARD NOTICE The lots created herein fall within a coal mine hazard area as identified by a Geotechnical Engineer at the time of this subdivision. Presence of such a hazard may trigger mitigation measures at the time of construction. 9. The applicant shall design and install appropriate water quality treatment and detention for storm water runoff associated with the project prior to the recording of the final plat. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division. The applicant is required and intends to comply with each of these mitigation measures prior to the recording of the final plat for the subdivision. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. HEXRPT • City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner WILKINSON II PRELIMINARY PLAT LUA-00-161,PP,ECF PUBLIC HEARING DATE: March 6,2001 Page 5 of 9 5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA: Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to assist decision makers in the review of the subdivision: (a) Compliance with the Comprehensive Plan Designation. The subject site is designated. Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is intended to protect and enhance single family neighborhoods. The proposal is consistent with the RSF designation in that it would provide for the future construction of single family homes and would promote goals of infill development. The proposed plat is consistent with the following RSF policy: Policy LU-34. Net development densities should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family Neighborhoods. After the deduction of critical areas and roadways, the proposal for 5 units on the 0.94-acre site would result in a net density of 6.7 dwelling units per acre. (b) Compliance with the Underlying Zoning Designation. The 0.94-acre site is designated Residential —8 (R-8) Dwelling Units per Acre on the City of Renton Zoning Map. The proposed development would allow for future construction of up to 5 new dwelling units and associated plat improvements. Density— The allowed density range in the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre (du/ac) for lots exceeding 0.5-acre in size. Net density is calculated after the deduction of critical areas, public rights-of-way, and legally recorded private access easements serving three or more dwelling units from the gross acreage of the site. Critical area buffers are not subtracted for purposes of calculating density. After the deduction of the private roadway (7,304 square feet) and protected slope area (1,114 square feet) from the 40,920 gross square foot site (40,920 gross square feet—8,418 total deducted area = 32,502 net square feet/ 0.75 net acre), the proposal would arrive at an overall net density of 6.7 dwelling units per acre (5 units/0.75 acre =6.7 du/ac),which is within the allowed density range of the zone. Lot Dimensions — The minimum lot size permitted in the R-8 zone is 4,500 square feet. A minimum lot width of 50 feet is required for interior lots and 60 feet for corner lots. Lot depth is required to be a minimum of 65 feet. The proposed plat would provide 5 lots ranging in size from 6,750 square feet to 8,893 square feet. Lot widths range from 70 to 75 feet and depths of 90 to 119 feet are also provided. The proposal's compliance with the required lot dimensions and setbacks is discussed further under the analysis of compliance with the subdivision regulations. Building Standards — The R-8 zone only permits one single family residential structure per lot. Each of the proposed 5 lots would support the construction of one detached unit. Accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Building height in the R-8 zone is limited to 2 stories and 30 feet for primary structures and 15 feet for detached accessory structures. Maximum building coverage is limited to 35% of the lot area or 2,500 square feet, whichever is greater, for lots over 5,000 square feet in size, and 50% for lots less than 5,000 square feet in size. The proposal's compliance with each of these building standards will be verified prior to the issuance of building permits for each individual structure. Parking— Each detached dwelling unit is required to provide two off-street parking stalls per unit. Tandem parking is also permitted. The provision of two off-street parking spaces will be verified during the review of building permits. In order to prevent vehicles from parking within the private street and potentially blocking emergency access to portions of the site, the applicant must post "No Parking" signage on both side of the private street as required by the Environmental Review Committee (SEPA mitigation measure number 2). HEXRPT • City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner WILKINSON II PRELIMINARY PLAT LUA-00-161,PP,ECF PUBLIC HEARING DATE: March 6,2001 Page 6 of 9 (c) Compliance with Subdivision Regulations. Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the Street Improvement Ordinance. The side lot lines of the proposed lots are at right angles to street lines. Four of the proposed lots (lots 1 through 4)would have direct frontage to a private road, with the fifth lot (lot 5) having direct frontage on the Shattuck Avenue South right-of-way. All lots comply with arrangement and access requirements of the subdivision regulations. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. The plat plan includes setback lines for each lot showing potential building envelopes. The proposed envelopes for lots 3 and 4 indicate the appropriate building setbacks as required by the R-8 zone, including front and rear yard setbacks of 20 feet, interior side yard setbacks of 5 feet, and side yards along public or private street setbacks of 15 feet. However, lots 2 (incorrect front yard setback) and 5 (incorrect side yard along a street setback) will need to be corrected to accurately reflect the required setbacks of the zone. In addition, lots 1 and 2 will be required to provide additional setback areas as well as create native growth protection areas, pursuant to SEPA mitigation measure number 6. The applicant will be required to address the setback corrections, as well as comply with all mitigation measures, prior to the recording of the final plat. When considering the required setbacks, as well as access points for each lot, the proposed lots appear to have sufficient building area for the development of suitable detached single family homes. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of- way, except alleys, shall have minimum radius of 15 feet. The proposed subdivision does not include the creation of any new lots at the intersection of dedicated public rights-of-way. (d) Reasonableness of Proposed Boundaries Access and Street Improvements: The subject site includes frontage on South 22nd Place, Shattuck Avenue South and South 23`d Street. Although Shattuck Avenue and South 22nd Street are currently improved with full street improvements, the project will be required to complete half- street improvements along the site's South 23`d street frontage. On February 21, 2001, the Board of Public Works granted a waiver of the required street improvements along South 23rd Street as requested by the applicant. The subdivision proposes to provide access to all five lots via a private street easement, which crosses lots 2, 3, 4 and 5 along the north side and terminates on lot 2 after providing access to lot 1. The street easement is shown with the appropriate width of 26 feet, with 20 feet of paving. A fire turnaround, which straddles lots 3 and 4, is also included. The establishment of a homeowner's association or maintenance agreement for the private street, as,well as shared utilities, will be required as a condition of the preliminary plat approval. The property contains sloped areas on the western portion of the site and abuts steeper sloped areas to the west. Based on the grading elevations and street profile provided with the application, the private street would be constructed such that the finished grade would be approximately 10% -which is below the 15% maximum grade permitted by code. However, due to the steep slopes which intensify to the west, the applicant will be required to install a guardrail at the west end of the private street in order to prevent vehicles from continuing beyond the private street onto potentially dangerous slopes (SEPA mitigation measure number 3). The proposed subdivision is expected to generate additional traffic on the City's street system. To mitigate for project impacts, the Environmental Review Committee has imposed a Traffic HEXRPT 'City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner WILKINSON!!PRELIMINARY PLAT LUA-00-161,PP,ECF PUBLIC HEARING DATE: March 6,2001 Page 7 of 9 Mitigation Fee based on $75 per average daily trip generated by the project (SEPA mitigation measure number 4). The proposed 5 new residential lots would be expected to generate approximately 38.28 new average weekday trips. The fee for the proposed plat is estimated to be $2,871.00 (4 new homes x 9.57 trips/home = 38.28 total trips x $75.00 = $2,871.00) and is payable prior to the recording of the final plat. Topography:The subject site is characterized by gently rolling slopes,which increase significantly towards the western portion of the property. The site is located in an area designated by potential coalmine, landslide, and erosion hazards on the City's Sensitive Areas Maps. The western boundary of the site also contains slopes between 25% to 40% according to the City's Steep Slopes Map, some of which qualify as sensitive and protected slopes. The applicant has submitted a Geotechnical Report, prepared by GeoEngineers, Inc. dated June, 2000, which states that subsurface conditions on the site generally consist of sandstone, mudstone, and shale that has been folded and faulted. Coal is found in seams within this formation beneath a portion of the site. There is a surficial topsoil layer approximately 3 to 6 inches in thickness overlying medium dense silty sand with occasional gravel. Earthwork, approximating 250 to 300 cubic yards of cut, is estimated for the construction of the private street. The applicant has also provided grading plans and profiles for the potential construction of homes on lots 1, 2 and 3. Although lots 1 and 3 do not appear to require extensive earthwork, lot 3 would likely require the construction of a retaining wall and the import of fill. The estimated quantity of earthwork on lot 3 is 200 cubic yards and would result in a created slope of approximately 50% (for a height of 8 feet) on the southwest corner of the structure to be reinforced by a retaining wall. Approximately 1,114 square feet located in the northwest corner of the site on lot 1 contain slopes of 40% or greater and qualify as protected slopes. The majority of the west side of the site, including portions of lots 1, 2 and 3, contains slopes ranging from 15% to 35% and are designated as sensitive. The area containing 40% slopes has been established as a Native Growth Protection Easement as required by the Wilkinson Short Plat approval. GeoEngineers has recommended that a buffer of 25 feet be maintained from the protected slope area, as well as a 10-foot vegetative buffer on the west side of lot 1 and on the west and south sides of lot 2 in order to avoid future erosion impacts. The creation of vegetative buffers, planted with appropriate native species after the completion of all grading work, is required as a SEPA mitigation measure (number 6). These areas should also be noted on the face of the plat as Native Growth Protection Areas and recorded separately as protective easements. The report submitted with the application states that the workings of the Sunbeam Mine are located approximately 140 feet below the ground surface at the north portion of the site. The site may be at risk to regional downwarping of the ground surface caused by collapse of the abandoned underground workings. However, the area mine workings have been abandoned for several decades, and for this reason, a substantial amount of the collapse in the deep workings should have already occurred. According to GeoEngineers, no indications of coal mine workings or surface features, including sinkholes or spoil piles, were observed on the site. Therefore, further investigation of the site, such as deep drilling to locate the exact location of mineshafts, does not appear to be necessary. The applicant has been required to place a note on the face of the plat indicating that the site may contain potential coalmine hazards by the Environmental Review Committee (SEPA mitigation measure number 8). In addition, RMC section 4-3-050.K.8 requires that any coal mine hazards discovered during construction must be reported to the Development Services Division immediately. The Geotechnical Report concludes with recommendations related to building setbacks, site preparation and earthwork, all of which the applicant, or developer of the site, will be required to comply with as imposed by the Environmental Review Committee (number 7). The applicant's compliance with these recommendations will serve to mitigate potential erosion, slide and coal mine hazard impacts. Additional geotechnical services are also recommended for lots 1 and 2 for the review of development plans and construction activities, including review and analysis of walls and fill slopes proposed in order to reduce the risk of adverse impacts associated with building on the sloping portions of the site. HEXRPT • 'City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner WILKINSON 11 PRELIMINARY PLAT LUA-00-161,PP,ECF PUBLIC HEARING DATE: March 6,2001 Page 8 of 9 Proper use of erosion control measures and Best Management Practices will further mitigate erosion and off-site sedimentation impacts. Specifically, the Geotechnical Report contains recommendations for proper plan development to fit the topography of the site and to avoid concentrating runoff and discharge over sloped areas. Recommendations are also made for the reduction of post construction erosion, such as regrading of the site to conform to the original slope configuration and protection of slopes (hydroseeding and erosion mats) until full ground cover is established. In addition, the City's Critical Areas Ordinance requires proposed developments within geologically hazardous areas to have all geotechnical studies undergo independent secondary review (RMC 4-3-050.J.3). The Administrator of the Planning/Building/Public Works Department granted a waiver of the independent review on January 29, 2001 pursuant to RMC section 4-3- 050.D.4.b. Relationship to Existing Uses: The subject site is currently developed with a single family residence and two accessory structures. The surrounding area includes single family residences developed under the R-8 zoning designation. The proposal is consistent with the intent of the both the Comprehensive Plan and Zoning Code and would not be out of character with the existing development in the area. (e) Availability and Impact on Public Services(Timeliness) Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. The Environmental Review Committee has imposed a Fire Mitigation Fee based on $488.00 per new single family home in order to mitigate the proposal's potential impacts to emergency services (SEPA mitigation measure number 1). The fee is estimated at$1,952.00 and is payable prior to the recording of the final plat. Recreation: The proposal does not include recreation areas within the subdivision and upon the completion of the project future residents are anticipated to increase demands on existing and future parks and recreation facilities within the City of Renton. As required by the Environmental Review Committee, the applicant will pay a Parks Mitigation Fee based on $530.76 per new single family home (SEPA mitigation measure number 5). The fee is estimated at $2,123.04 and is payable prior to the recording of the final plat. Schools: The site is located within the boundaries of the Renton School District. Renton School District No. 403 has indicated that the increased student enrollment that may result from the development of the proposed project, estimated at 3.8 students, can be accommodated by Talbot Hill Elementary School, Nelson Middle School and Renton High School. The school district has indicated that these schools would be able to support the additional students generated by the proposal. Storm water: The applicant has submitted a Drainage Report prepared by Baima & Holmberg, dated December 1, 2000 with the land use application. According to the report, there is approximately 0.5 acre of upstream tributary area draining onto the site from the north, which do not cause any associated drainage problems. Lot 5 and a portion of lot 4 drains east to the existing 12-inch storm system located in Shattuck Avenue South. The western two-thirds of the site sheet flows west about 200 feet down the bluff overlooking State Route 167 to a large wetland, located approximately 600 feet west of the site. Storm water runoff from lots 4 and 5 are proposed to be conveyed to the existing storm system in Shattuck Avenue. Runoff from lots 1, 2 and 3 is proposed to be conveyed to a 10-foot dispersion trench located near the south side of the property. However, comments received from reviewing sections indicate that the proposed dispersion trench location is not acceptable due to potential erosion problems and its proximity to the nearby Seattle water main and Olympic Pipeline. The applicant will be required to appropriately design adequate water detention and water quality treatment for the site as a SEPA mitigation measure (number 9) in order to mitigate potential erosion impacts from water runoff associated with the project. The applicant has given consideration to these requirements and has indicated that the storm system for the plat will be appropriately designed to comply with the SEPA mitigation measure. HEXRPT • • `City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner WILKINSON II PRELIMINARY PLAT LUA-00-161,PP,ECF PUBLIC HEARING DATE: March 6,2001 Page 9 of 9 Water and Sanitary Sewer Utilities: There is an existing 8-inch diameter water line in Shattuck Avenue. The site is located in the 300-feet pressure zone. A water main extension will be required for the project. In addition, Water System Development Charges, based on a rate of $1,105.00 per single family home will required prior to the issuance of construction permits for the subdivision. An 8-inch sanitary sewer main is also located in Shattuck Avenue. Similarly, a sanitary sewer main extension will be required for the project. The three existing homes created by the previous short plat will be required to connect to this extension. The Wastewater System Development Charges, based on $585.00 per single family site, will be required prior to the issuance of construction permits for each phase of the subdivision. G. RECOMMENDATION: Staff recommends approval of the Wilkinson II Preliminary Plat, Project File No. LUA-00-161, PP, ECF subject to the following conditions: 1. The applicant shall obtain a demolition permit and complete all necessary inspections and approvals for the three structures currently located on the site. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the recording of the final plat. 2. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the final plat in order to establish maintenance responsibilities for native growth protection areas (to be established by protective easements), as well as roadway and utility improvements. The following note shall also appear on the face of the final plat: MAINTENANCE RESPONSIBILITY: All owners of lots created by or benefiting from this City action abutting or including a native growth protection area are responsible for maintenance and protection of the area. Maintenance includes ensuring that no alterations occur within the area and that all vegetation remains undisturbed unless the express written authorization of the City has been received. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat for each phase of the subdivision. EXPIRATION PERIODS: Preliminary Plats (PP): Preliminary plat approval shall lapse unless a final plat based on the preliminary plat,or any phase thereof, is submitted within five(5)years from the date of preliminary plat approval. HEXRPT SITE PLAN OF • - • WILKINSON II m• f limes ` k,f • i e -A lI 1 • �'d uH �: ,, � e ... `..*r do • • LEGENQ y°'�(�7.�7i i`•�,'I- •�4•, N EXIST.WATER VALVE \ .11y ...: ..,.-. : T• , ,4nst+r A� - A EXIST.FIRE HYDRANT \ r V. . , . . \.\. ;� , O EXIST.WATER METER O'L .non +' K SCALE 1•�30' (1Jl ` \�°q. IC/ � ,F. � 8, ,%, X - 8 d- i"0 O EXIST.SEWER MANHOLE 'iV ``\ 0 IJ iA is re i D EXIST.CATCH BASIN v 1 nil—wit, .7_c�-— —N C-. �(�---�___,:�_�__ _y_t \ VICINITY MAP o EXIST.STORM MANHOLE `� -� _ t I S. 22NDI,PLA E I I, i i - T O EXIST.TELEPHONE PEDESTAL ';; \\ \ v - � --1' L-8 1 i II II 1 1 "' \ I I BASIS OF BEARING c__ 1y I!�_- _, I. 1 1 (A 4 PLAT OF VALLEY WE ESTATES,V.184 OF PLATS, O EXIST.POWER POLE -0, NAB E11 -1 5._ __-_ �� _—— __ _ v I P.45-48,RECORDS OF KING COUNTY,WASHINGTON. -PROTE L`.Ssg`fl-\ , -__- 11—T_I1-+ \e `. N> F EXIST.POWER POLE GUY ANCHOR F,- �'` -.f,� a�jk.\ o \ � ' I I t 1 0 ` 1s I INSTRUMENTATION rX;_-_ 61 'A I ,By. \ \vim -_-_\I I' II I1 1\ I I INSTRUMENT USED:5 SECOND TOTAL STATION. •d EXIST.SIGN ••i __-=t'\^CC \ SoFvo.478-V) --� 1 I 1 I l 5' 1\1? .,; = EXIST.MAILBOX ;\ 1 \ 1A \ 6..?7' /- I \ . .. ,_. „ II I \ \ "S , FIELD SURVEY WAS BY CLOSED SE LOOPS. -, \ 1 I I t. I \ I I 1 \\ I I I I I MINIMUM CLOSURE OF LOOPS WAS 1:22,00 IN 1 `, ` y JI \ \ ACCORDANCE WITH WAC 332-130-090. —v — DUST.WATER UNE(LOCATE PAINT) --• i t 0 1 seV It \\ ` �`•8 t \\\ / i 1 \\ 8 I 1 B —6 —EXIST.GAS UNE(LOCATE PINT .It Q Ii I`LO'T \�` // \ .,\_________-I --_ _ i I / \\\ \\ .-1 I>d EXISTINNG LEGAL F CITY RENTONPLAT NO.LUA CI EXIST.GAS VALVE .%T7�\_1 p\' ,i,`, )6,760 sa,j;. \\\ -// I / / / % I I Ibl I Ig 99-021-SHPL —SO— EXIST.STORM DRAIN I q f`t I 1 \\\ \\\ \ \ \ / (ALSO KNOWN AS A PORTION OF TRACT 72.PLAT \0\ 1- -I-`,---_ _,. \\\\ \ /', , OF RENTON COOPERATIVE COAL COMPANY'S ACRE EXIST.FENCE UNE ,•\\t\-1I 1t\ 1\\ }\\ ®\\ >_., `\\, \`.,\\ \\\ / j// / I I I I I 0 TRACTS,PLAT PLATS,PAGE 27,RECORDS OFE KING CO IN LUME UNTY.9 26'PRIVATE EAS ENT ((�X'�'� DECIDUOUS TREE \ \ ` \ ` I `\` \ J OR-INGKLss,FOR SS , / I > WASHINCTON.) S:� \ \ t \\ \ `\ `\ 1_____-___ir k UTUTIES I / I I I I v NUB•31261Y ♦ 1 \ '--s *B DATUM PINE TREE \\ N\\\ I\\ \\\ � 00' \`I \t 1 ` \\\ ' '1 _ ---JSuIL t• m. _ _ 1�k�I�I> CITY OF RENTON �! MAPLE TREE \\\\\1!\\(\'\\\\ \\ \,\.'-L \l,_1 'e _ \„''�._-- ____-_- -�----!—_ / _'N I B BENCHMARK \ \0 \ \ \ \ \ \ \ \ \ I ® tT\- I CITY OF RENTON MONUMENT NO.230 \ \\ \ \ \ \ \\ `c_�_�_1.. -__ _____1 o s R25' R25' / _ I •p ELEVATON-230.756 FEET 460 FIR TREE \ \ \ \ \\ \ \ \ ` \\0 - T 1 r_ \ I B> ©NILLOW TREE \\\\ \\ \\ \\ \\ L 1\\ \\ • 1 I I 1 I O i T, i..__ ,r,_-, 1 -I i$ NOTE: O SET ftEBAR AND CAP \\\\\�\\\ \\ \\ \\ \\ 1�, \ \ \'� lE 1 I ALL LOTS ARE TO BE DETACHED • LSA 11332 \,:r\\\\ \\ \\ \\ \\ � `r`` \\\��s�. At J n i Sqp + T°n� R I &SEIiIATTACHED SINd.E FAMILY\ \ \ `(•�• \\ \\ ' S `\ \\ .. ., i1'� as r'_'j �IIIII I la 1-P ui. I I> RESIDENTIAL CITY OF RENTON CONTROL \ �( \ Cf}T 4 • MONUMENT NO.1160 \\ \\ \ 8,93 s§f4\ \\ 0 \\ \ �OT\�` sl• i H¢USE ©T 5 >"I R 1/2'BRONZE BUTTON 111TH A ` \ \ \ \ \ \ I 1 \ \ 8;703 sq.ft. '\ w 8,613 sq. - 7,SI12 sq.ft. 4. i Q I 1�I PUNCH ON A CONCRETE POST\ \ \ \ \ \ \\ \ \ \ \ \ q' MONUMENT DOWN 0.3'IN A \\ \\ \ \ \\ \\ \ \\ \`'{ ' \\ \\ \\ TO�� TO B ' '6i Gi 1 Y•I py MONUMENT CASE APPROX.6' \ \\ \\ \ \ \ \ I ` \ \\`\ \ 4 \ N'' REMOVED , I U EAST OF CONSTRUCTED \ \ \ \ \ \ \\ \ I`. ` •\ \ \ / i�.s..rn. ' D CITY OF RENTON CONTROL CENTERLINE OF EAST VALLEY \\ \` \\ \ \ \\ \\ ----S--„---, `x ` �?^f__ / I. __,I 4 F^ I MONUMENT NO.230 COPPER HIGHWAY AT THE NORTHERLY \ C�—\-'7''`-\----i—'•-� \4\-; .-\-5--T —r TACK IN LEAD ON A MARGIN OF AN EAST-WEST •\ \\ \\ \A\\ `\ ;}\;-"1.,-(�F:1': I A r O I I > CONCRETE POST MONUMENT PIPELINE RIGHT-OF-WAY. •\ \ \ 5 \ \• ` \ \•` (`\:, - ,\\ ` • � -, \ II, O7 58951'S7•E (VISITED 1/99) \ \ \\ \V5.23\ \•'' • • \\ 5.02' • \\• 8 - c \---_____ CASE T IN C NST UCTE \ 4i \ 75.023'` 70.022' TV 1355.06'((BHI) CASE AT THE CONSTRUCTED 1328.96' C.O.R. 8 9'5'W e 1 _ @ I 5.21'C.O.R. CENTER OF A CUL-DE-SAC 589'5031 E 1004.92•(BHQ \ \,\\ \ • \ \ ` ,'_ ____ I • 588'43,4QE N THE EAST END OF S.23rd �„!1 S88'41 36 E .O.. STREET.WEST OF BENSON 1328.97"(BHQ S.1/4 CORNER `-``��` I\ i 1 DRIVE SE,NEAR THE SEC.19-23-5 A S. 23RD ST. \R I NORTHEAST CORNER OF TEASCITY OF RENTON ELEV. 5.PARK. (UNOPENED RIGHT-OF-WAY) \\ ELEv.=70.734 METERS CONTROL MONUMENT -_ __ 58938_____-________\ - __ 230.756 FEET NO.1551 ------ _-- 3/8'BRASS PLUG IN A 10'MONUMENT S.UNE,SE 1/4,SEC.19-23-5 CASE IN CENTERLINE OF UND AVE S.W.AT DENSITY CALCULATION S.W.23RD ST. BUILDING SETBACKS ETE AREA 40,920 sq.ft. `,,==1,,,,,,i. •\\14 (PIPELINE R.O.W.) ROADWAY AREA 7.304 sq.ft. S11UPE �, (VISITED 1/99) FRONT YARD =20' NET SITE AREA 33,616 sq.ft. 0.772acres O1 R '/. REAR YARD =20' q• „+ / SIDE YARD =5' ALLOWABLE D.U. 8 x 0.772-6.176 D.U. 6 D.U.) ,j1 5• ���al.. 1' CORNER SIDE YARD 15' ( O- s+,"•,IL CITY OF RENTON TOTAL PARCEL AREA 40.920 sq.ft. 0.84 acres N. PROPOSED NO.OF LOTS 5 LOTS �11 ,q DEPARTMENT OF PUBLIC WORKS PROPOSED ZONING R-8 OWNERS BUD KING ! '', `•'4 S[F1•" 26720 S.E.216TH ST. Ypk4L L� PROPOSED SQUARE FOOTAGES MAPLE VALLEY,WA 98038 1 LOT 1 6,750 sq.ft. (425)432-5456 ;,°@ \\\\\,,,,,11/30/02„c SITE PLAN LOT 2 8,897 sq.ft. LOT 3 8,753 eq.fL LAND SURVEYOR BAIMA&HOLMBERG INC. LOT 4 8,613 sq.ft 100 FRONT STREET SOUTH LOT 5 7.912 sq.ft. ISSAQUAH.WA 98027 ELINRL U .10/11/00 y P51610-003 (425)392-0250 pee MOH PERCENTAGE OF LAND IN STREETS 17.85R =C® lYSH seas_1-`30' rau o r.u•— Us. a Y0188 HT- UM. EMIT UPOR98D �.ew�.— acar 1 ar 1• • • • • • 8 ^ 5- ry id 1 I \ E%W I \ 44.2115.00 - EX W.TYPE r INV-18B.45 17 NM 1 aY.1n M ,,.: . T HEIGHTS S , .sutras-sq 0— 1.-',_.,I 8 r P. ..., sr. .,0,455 SXA�al AYE,5. 5— 5 \ m 1 oo55xro ,,d'I Ai 10•CURB CUT • IT 0.Z \\$ 2l24.a5 IC \ • 8 °•(TYP). ;; ,. / I Y -- fk/SnNC _ v v—v x.oP vl—v—v /L v I___,\v vl —vl—YEcsmo�•— v`�v 9.ima ON 0 25 �——--—�r——'_ — 1 — it t -—�\ \ _ I my-1m.xs(s) S/ \ 1 T scuE 1•,20• w 0EK'A 1 / S. 22ND TLA I ? I, EAsvlfomaE I 1 a `-----`\\ a5_. 4a�y;a r` -!`-}:._!"'==R,,__ .y,f�,�{1..., 1 *,. \\U Ali ". 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ROR®ITAMN T u.MAT ALL L .MITI AA STOP 1-bOO.424-5555 Naaeons o Nor e r ,,,eorila;; -i' P 1 n CITY OF RENTON HEARING EXAMINER PUBLIC HEARING MARCH 06, 2001 AGENDA COMMENCING AT 9:00 AM, COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL. The application(s)listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: Wilkinson Plat II PROJECT NUMBER: LUA-00-161, PP PROJECT DESCRIPTION: The applicant is proposing the subdivision of a 0.94-acre site into five lots intended for the eventual development of detached single family homes. The subject site was included as a shadow plat in the Wilkinson Short Plat(File No. LUA99-021)which was recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago, preliminary plat approval is necessary. Location: 2245 Shattuck Avenue South. hexagenda • CITY OF RENTON CURRENT PLANNING DI1/ISION AF IDAVIT OF SERVICE BY 'I On the 21- day of ovuu-fLi ;F960, I deposited in the mails of the United States, a sealed envelope containing oo EKa-m WLQ.r— documents. This information was sent to: Name Representing tiOt b Da Le. sre 101:,2 f3 va,d,,, 0 e m t d io (Signature of Sender) Jillvl01.16- STATE OF WASHINGTON ) SS COUNTY OF KING I certify that I know or have satisfactory evidence that _ p,...r-\_r'1 signed this instrument and acknowledged it to be his/her/their free and voluntary act for the=nd purposes mentioned in the instrument. � Dated: ^lam\ C--- - -& 11 t() ZOd f t' Cir1�v� - Notary P" ublie in and f t the State of Washington Notary (Print) My appointment exiMNI.LYN KAMCHEFF MY APPOINTMENT EXPIRES:6-29.03 Project Name: ft.)\t\(,tvlsoi,) ci— Project Number: r_ufl• w• l(o P �EL� • sk NOTARY2.DOC 1". r ��Y o (' TY OF RENTON DEVELOPMENT PLANNING BOARD OF PUBLIC WORKS ry0� CITY OF RENTON �/�y 6 J FEB 2 2 2000 L-1/,q-. Legi Jesse Tanner, Mayor RECEIVED Wt./kit/sm. ? / J February 21 , 2001 Bud King 26720 SE 216th St. Maple Valley WA 98038 SUBJECT: REQUEST FOR WAIVER OF STREET IMPROVEMENTS ON S 23RD ST., RENTON WA • Dear Mr. King: The Board of Public Works met on February 7, 2001 to consider your application of a waiver for off-site improvements at the above location. The Board voted to grant the waiver of street improvements on S. 23rd St. for curb, gutter, sidewalks, paving and street lights to complete recording of the plat. . If you have any questions or concerns, please contact Paul Lumbert, Board Coordinator, at (425) 430-7304. Sincerely, • Mickie Flanagan, Rec r ing Secretary cc: Board Members Paul Lumbert CITY OF RENTOr FEB22 2001 ut 1055 South Grady Way-Renton,Washington 98055 (425)430-7204. Document2\cor Facsimile (425)430-7241 196 9,•� ° YF° CITY 0___ RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • February 20,2001 Mr. Shupe Holmberg Baima& Holmberg, Inc. 100 Front Street South Issaquah,WA 98027-3817 SUBJECT: Wilkinson Plat II Project No. LUA-00-161;PP,ECF Dear Mr. Holmberg: This letter is to inform you that the comment,and,.appeal periods have'ended for the Environmental Review Committee's (ERC) `Determination of Non-Significance Mitigated for the above-referenced project. No appeals were filed on the-ERC determination A Public Hearing will be held by the;.Renton"Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way; Renton, Washington, on March'6, 2001 at 9:00 AM to consider the proposed Preliminary Plat. The applicant or representative(s)of the applicant is required to be present at the public hearing. A copy of the?staff report will be mailed to you one week before the hearing. If you have any questions, please feel free to contact me at(425)430-7270. For the Environmental Review Committee, • Lesley Nishi ra • Senior Planner cc: Mr. Dave Green, Mr. Robert Cann/Parties of Record King Construction/Owner 1 FINAL 1055 South Grady Way-Renton,Washington 98055 :; This paper contains 50%recycled material,20%post consumer .. �- CITE ,L)F RENTON NA I Planning/Building/Public Works Department . SM Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • February 14,2001 Mr. Shupe Holmberg Baima& Holmberg, Inc. 100 Front Street South Issaquah,WA 98027-3817 SUBJECT: Wilkinson Plat II Project No. LUA-00-161,PP,ECF Dear Mr. Holmberg: This letter is written to confirm your request for a change in the Public Hearing date. A Public Hearing will be held by the Renton.Hearing Examiner in-the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on March 06,.2001 at 9:00 AM to consider the proposed Preliminary Plat, as requested:.: The applicant or representative(s) of the applicant is required to be present at the public.hearing. A':copy of'the staff report will be mailed to you one week before the hearing. Sincerely, 1-/A° Lesley Nishi ' a Senior Planner cc: Mr. Dave Green, Mr. Robert Cann, Mr. Brad Demidio/Parties of Record King Construction/Owner HEX.Chango 1055 South Grady Way-Renton,Washington 98055 :: This paper contains 50%recycled material,20%post consumer s ) BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, February 14,2001 Conference Room No. 620 IN ATTENDANCE: Neil Watts, Chairman Dave Christensen,Utilities Systems Jim Gray, Fire Larry Meckling, Building Official Kevin Milosevich,Police, absent Paul Lumbert,Board Coordinator Mickie Flanagan,Recording Secretary Judy Walter,PB/PW Administration VISITORS: Bud King, Wilkinson Plat II MINUTES 1. CALL TO ORDER: Chairman Neil Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Moved by Christensen, seconded by Gray,to approve meeting minutes dated January 24, 2001. MOTION CARRIED. 3. REQUESTED ACTION: • Off-site Improvement Waiver Request—Wilkinson Plat II,1 2waiver of Pr-c 61 street improvements on S. 23`St. for curb, gutter,Applicant sidewalks, paving and street lights to complete recording of the plat. Discussion: The members suggested the applicant pursue a partial vacation of the subject right-of-way. The access easement may be vacated with a Lot Line Adjustment process. Action: Moved by Christensen,seconded by Gray to make the following Advisory Note: Request the Transportation Department evaluate the possibility of initiating a partial vacation of the subject right-of-way. MOTION CARRIED. Paul Lumbert, Board Coordinator, will check into this option. • Public Meeting Request for a Variance from the Noise Ordinance, W.S.D.O.T., SR-405/SR-167 Interchange Ramp Modifications - Applicant requests a public meeting date be set for this variance request to the Noise Ordinance. This project is scheduled to begin May of 2001. Action: The members determined that Tuesday,March 6, 2001,would be an appropriate date. 4. ADJOURNMENT: The meeting adjourned at 8:40 a.m. CITY OF RENTON PLANNING/BUILDING PUBLIC WORKS MEMORANDUM DATE: Fe&k P e y 0, 2-401 TO: Lesley 56i 1►Va. PROM: gvb SUBJECT: Wrikitt5061 1024 I,,I/ SO(.44. 7,3 rd ..td Vii wthtd: 4ve►.et.. ®+e iitc ded tw -fie glee- oefermrni ®4 Advil/ IV®.� NoK •S C- ( W). .k e, ,$ jedpia+ r" ery I-4p+ sfrt- ef- .Ityk4-01 is keritkei - loll I di CIO site . We, assume. is Ylwrkeittet, GG !prams cok -- te. A► htee -Pvei vim° AFFIDAVIT OF PUBLICATION Barbara Alther, first duly sworn on oath states that he/she is the Legal Clerk of the NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW SOUTH COUNTY JOURNAL COMMITTEE RENTON,WASHINGTON 600 S. Washington Avenue, Kent, Washington 98032 The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the a daily newspaper published seven (7) times a week. Said newspaper is a legal following project under the authority of newspaper ofgeneralpublication and is now and has been for more than six the WILKINSONentonLal Code. ILKINON PLAT II months prior to the date of publication, referred to, printed and published in the LUA-00-161,PP,ECF English language continually as a daily newspaper in Kent, King County, Environmental review for subdivision of property intended Washington. The South County Journal has been approved as a legal for construction of single family newspaper by order of the Superior Court of the State of Washington for King homes. Location: 2245 Shattuck Ave.So. County. Appeals of the environmental The notice in the exact form attached, was published in the South determination must be filed in writing County Journal (and not in supplemental form) which was regularly distributed to on or before 5:00 PM February 16, 2001the subscribers duringthe below statedperiod. The annexed notice, a together Appeals must requiredb fiied in .00 with the $75.00 application fee with:Hearing Examiner. Wilkinson Plat II City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of as published on: 2/2/01 Renton Municipal Code Section 4-8- 110.B. Additional information The full amount of the fee charged for said foregoing publication is the sum of regarding the appeal process may be $62.50, charged to Acct. No. 8051067. obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Legal Number 8684 Hearing Examiner in the Council Chambers, City Hall, on February 20, 2001 at 9:00 AM to consider the proposed preliminary plat. If the 7' Environmental Determination is {:/--'14(--4- appealed, the appeal will be heard as 2 Legal Clerk, South County Journal part of this public hearing. Interested , parties are invited to attend the public hearing. • Published in the South County Subscribed and sworn before me on this - day of - - " , 2001 Journal February 2,2001.6684 ON VA M r t ife////, `�,e-/ �• gS10N E`jpVs 45).% • c J'''. ''' YI/V iga Notary Public of the State of Washington PUB L1� �,':o residing in Renton ' .Fc fie: O .� �.,,91 2• 6 2 . \$. King County, Washington ''/i/vF'WAS \��`\\ .. NoinoE . ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: WILKINSON PLAT II PROJECT NUMBER: LUA-00-161,PP,ECF The applicant is requesting Environmental(SEPA)Review and Preliminary Plat approval for the subdivision of a 0.94-acre site into five lots intended for the eventual development of detached single family homes.The property is designated on the Cdy's Critical Areas Maps as containing slope.slide, erosion and coal mine hazards.The subject site was included as a shadow plat in the Wilkinson Short Plat(File No.99-021)which was recorded in 1999.Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago•preliminary plat approval is necessary.Location: 2245 Shattuck Avenue South. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. . Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 16,2001. Appeals must be filed In writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 95055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4.8-110.B. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting In the Council Chambers on the 7th floor of City Hall,1055 South Grady Way,Renton,Washington,on February 20.2001 at 9:00 AM to consider the proposed Preliminary Plat.If the Environmental Determination is appealed,the appeal will be heard as part of this public hearing. a ' .-,., ItS as • '1 .w,e. roe •1' e. O Di b 'v . m ,570„�. eQP ii li re �O' 1 ' a :k\''...'_iik'',. . ._;.,,,:. ., .:11÷-17;9770''1:+_";:i37-.L.:.;12- , Q �Ir ::;:t2:F1-41r°1 5• ! E 1 f,. I I • .r.a.i �ff :•� l'�`k' °der 1. tx k CIS l......5... L.. ...n•=.1 isglat-!..*4.:M.-1. { FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file identification. CERTIFICATION I, AYN1 rem Oeu,) , hereby certify that (.2.) copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on F A . 2 .Z_cc) ti Signed: UGC ATTEST: Subcribed and- om before me, a Nortary Public, in and for the State of Washington residing-in izp? , on the Q rd day of'�77 ZQ g0 MARILYN -----) ) NOTARY PUBLIC Cl�'c STATE OF WASHINGTON COMMISSION EXPIRES MA Yti JUNK'2£►, 2003 MY N • N MEN7 E :6 2a- , , = A CITY OF RENTON { Planning/Building/Public Works Department Jesse Tanner,Mayor • Gregg Zimmerman P.E.,Administrator January 31, 2001 Mr. Shupe Holmberg Baima&Holmberg, Inc. 100 Front Street south Issaquah,WA 98027-3817 SUBJECT: Wilkinson Plat II Project No. LUA-00-161,PP,ECF • Dear Mr. Holmberg: This letter is written on behalf of the Environmental Review.Committee (ERC)'and is to advise you that they have completed their review of:the subject.project. The :ERC, on January 30, 2001, issued a • threshold: Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document, r•• . Appeals of the environmental determination must be filed in writing on or before 5:00 PM 2001. Appeals must be filed in writing together;:with•the;required $75.00'application fee with February Hearing 16, Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed.by City of Renton Municipal Code,.,Section.4-8-110.B. Additional information regarding the appeal process may be obtained'frorim the Renton;City:Clerk's Office, (425)4.30-6510. A Public Hearing will be held by the'Renton. Hearing Examiner at his regular meeting in the Chambers on the seventh floor of City Hall, 1055 South GradyWa Renton; onCouncil20,, 2001 at 9:00 AM to consider the proposed Preliminary Plat.. 'The, applicantVor representat ve(s)February he applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as. part of this public hearing. Also enclosed is a copy of a memo from Property Services regarding necessary revisions to the le description. This must be completed prior to the public hearing. The memo also includes revisions required for the final plat submittal. In addition, a letter received from Seattle Public Utilities is enclosed. The preceding information will assist you in planning for implementation of your project and enable ou to exercise your appeal rights more fully, if you choose to do so. Ifyou have anyY clarification of the above, please call me at(425)430-7270. questions or desire For the Environmental Review Committee, 66(144 6a) Lesley Nishihira • Senior Planner cc: Mr. Dave Green, Mr. Robert Cann/Parties of Record King Construction/Owner Enclosure 1055 South Grady Way-Renton, Washington 98055 (.: This paper contains 50%recycled material.20/nncl r.w.....__ NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance-Mitigated for the following project under the authority of the Renton Municipal Code. WILKINSON PLAT II LUA-00-161,PP,ECF Environmental review for subdivision of property intended for construction of single family homes. Location: 2245 Shattuck Ave. So. Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 16, 2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers, City Hall, on February 20, 2001 at 9:00 AM to consider the proposed preliminary plat. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing. Publication Date: February 2, 2001 Account No. 51067 dnsmpub.dot 11 NOTicE ' ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: WILKINSON PLAT II PROJECT NUMBER: LUA-00-161,PP,ECF The applicant is requesting Environmental(SEPA)Review and Preliminary Plat approval for the subdivision of a 0.94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope,slide, erosion and coal mine hazards. The subject site was included as a shadow plat in the Wilkinson Short Plat(File No.99-021)which was recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago,preliminary plat approval is necessary. Location: 2245 Shattuck Avenue South. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. . Appeals of the environmental determination must be filed In writing on or before 5:00 PM February 16, 2001. Appeals must be filed in writing together with the required$75.00 application fee with: Hearing Examiner,City of Renton, 1055 South Grady Way, Renton,WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office,(425)430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the 7th floor of City Hall, 1055 South Grady Way, Renton, Washington, on February 20. 2001 at 9:00 AM to consider the proposed Preliminary Plat. If the Environmental Determination is appealed,the appeal will be heard as part of this public hearing. • a .L 9 6tl6 ssc 34 a l 22 C-�-- P IInI1' 1x]Il\. m C7Tr1'Y7A r� 1 n le —Rut_I__ ❑ ❑1_ 67 L.F.,� 4 64s �4 w3y% ` 4121 q • H .I • (PUSET SOUND POWER&LINT CO. JV• P t° n' / t. t C. 24 i\ }78 a 69 O' d 31 Q 19 — ro '�ofy'T n7 R ° w "rn bt 75 .'i::c d°0 a�'° ii 30 � ' 2t�Gf Z. a SIB • tt I th. •� C ,('hE 0, �Il�' I�--fxu Is�a] ,.Ii�'rvla]..'�'Irlt PL.S..«.0 1• 6., .0 7 1 '+Clip ,. m« t =,. : q :•� Inv i� 1a"r,= • 7, y_ 16i,5 bt 27 Site m�y,�tb,,,•• '• Q " - i"'� —ir° '14 - - -.1', — .3•tom- _:r.:-a—=.A.r—:_._.�. _ • J ;'I/15f0 .1 y Il`j v° ; ; ,iI ;�SY q s J[....i. I--"`• E E` oQ : � Thomas TaOsd IIi i. v''. ,,:n ' 1. Pear n 5cn0o l'' _•_•___••_•_ ';R Zi iOn y r 1111 U. s ,' [ ,E :, Is,•r is SCAM INC T. V.i W. 3 \ u . FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include,th;e?,p,roject NUMBER when calling:for,proper file identification. 1 CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-00-161,PP,ECF APPLICANT: Bud King, King Construction PROJECT NAME: Wilkinson Plat II DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a 0.94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope, slide, erosion and coal mine hazards. The subject site was included as a shadow plat in the Wilkinson Short Plat (File No. 99-021) which was recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago, preliminary plat approval is necessary. LOCATION OF PROPOSAL: 2245 Shattuck Avenue South LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 19, 2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. PUBLICATION DATE: February 5,2001 DATE OF DECISION: January 30, 2001 SIGNATURES: f l qol G egg Zi� eerian, dfni is for D E De artmenCofdPlanning/Building/Public Works P im She herd Administrator - DATE Community Services Lee a er, Fire Chief DATE Renton ire Department DNSMSIG CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-00-161,PP,ECF APPLICANT: Bud King, King Construction PROJECT NAME: Wilkinson Plat II DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a 0.94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope, slide, erosion and coal mine hazards. The subject site was included as a shadow plat in the Wilkinson Short Plat(File No. 99-021)which was recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago, preliminary plat approval is necessary. LOCATION OF PROPOSAL: 2245 Shattuck Avenue South MITIGATION MEASURES: 1. The applicant shall pay the appropriate:Fire Mitigation Fee equal to $488.00 per new single family residence, with credit given for the existing residence,for an estimated.total of $1,952.00 ($488.00 x 4 new homes = $1,952.00). The Fire Mitigation Fee shall be paid prior to the recording of the final plat. 2. The applicant shall install "No.Parking" signage on both side of the:private street. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and the Fire Department prior to the recording of the final plat. 3. The applicant shall install a guardrail at the west end of the:private street in order to prevent vehicles from descending down the steep;slopes adjacent to the,property. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division 'prior to the recording of the final plat. 4. The applicant shall pay the required Transportation Mitigation Fee equal to $75.00 for each new daily trip associated with the project,with,credit given for the existing residence,;for,an estimated total of$2,871.00 (4 new homes x 9.57 trips/home= 38.28 total trips x $75.00 = $2,871.00)._The Transportation Mitigation Fee shall be paid prior to the recording of the final plat. 5. The applicant shall pay the appropriate Parks Mitigation Fee equal to $530.76 for each new single family home, with credit given for the existing residence, for an estimated total of $2,123.04 (4 new homes x $530.76 =$2,123.04). The Parks Mitigation Fee shall be'paid'prior to the recording of the final plat. ,6. The applicant shall install a 25-foot buffer around the existing native growth protection easement on lot 1, as well as a 10-foot vegetative buffer on the west side of lot 1 and the west and south sides of lot 2. The vegetative buffers shall be planted with appropriate native species after the completion of all grading work and shall be maintained throughout the construction of the future homes on lots 1 and 2. In addition, the buffer areas shall be noted on the face of the plat as Native Growth Protection Areas and shall be recorded separately as protective easements. _ 7. The applicant shall comply with the recommendations contained within the Geotechnical Report dated June 2,2000 prepared by GeoEngineers in regards to building design, site preparation, earthwork, and post construction measures. 8. The applicant shall place a note on the face of the plat to read as follows: COAL MINE HAZARD NOTICE The lots created herein fall within a coal mine hazard area as identified by a Geotechnical Engineer at the time of this subdivision. Presence of such a hazard may trigger mitigation measures at the time of construction. 9. The applicant shall design and install appropriate water quality treatment and detention for storm water runoff associated with the project prior to the recording of the final plat. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division. MITIGATIONMEASURES CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-00-161,PP,ECF APPLICANT: Bud King, King Construction PROJECT NAME: Wilkinson Plat II DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a 0.94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope, slide, erosion and coal mine hazards. The subject site was included as a shadow plat in the Wilkinson Short Plat (File No. 99-021) which was recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago, preliminary plat approval is necessary. LOCATION OF PROPOSAL: 2245 Shattuck Avenue South Advisory Notes to Applicant: The following notes are supplemental information provided-in conjunction with the environmental determination. Because these notes'are provided:as information.'only, they are not subject to the appeal process for environmental determinations. Building 1. Demolition permits will be required for the removal of the existing structures. Fire Prevention Y., .. 1. A fire hydrant with 1,000 GPM fire flow,is required.within 300 feet of all new single family structures. If the building square footage exceeds,:3,600':square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within'300 feet of the structures.':' 2. Access roadways require a minimum of 20 feet of pavement with an approved fire department turnaround. Both sides of the'street must also be posted;as"No Parking." Plan Review—Water 1. The project is located outside the Aquifer Protection Zone. 2. There is an existing 8-inch water main located in Shattuck Avenue South. See City of Renton drawing no.W708 and W709 for engineering information. 3. A water main extension is required for this project. 4. The site is located in the 300-fee pressure zone. Static water pressure is 50 psi. 5. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and shall be located within 300 feet of the structure. This distance is measured along the travel route. Additional fire hydrants will be required as part of this project to meet this criteria. 6. Water System Development Charges (SDC fees) of $1,105.00 per new single family parcel will be required for this plat, with credit given for the existing residence. The fee must be paid prior to the issuance of the construction permit for the plat. ' Wilkinson Plat II LUA-00-161,PP,ECF Advisory Notes (continued) Plan Review—Sanitary Sewer 1. There is an 8-inch sanitary sewer main in Shattuck Avenue South. 2. A sanitary sewer main extension will be required by this project. 3. Sewers from the previous short plat of this area (LUA-99-021) are required to connect to the sanitary sewer main extension. More specifically, sewer from residences located at : 317 South 22nd Place and 311 South 22nd Place. 4. The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the plat. 5. Sewer System Development Charges (SDC fees) based on $760.00 per each new single family lot is required, with credit given for the existing residence. The development charges will be collected as part of the construction permit. Plan Review—Drainage 1. A preliminary storm drainage plan per King County Surface Water Design standards has been submitted with the application, and was not accepted, requiring a revision by the applicant. 2. Surface Water System Development:Charges (SDC"fees),based on $525.00 per new single family home will be required, with credit•given:for the;existing residence. The development charges will be collected as part of the construction permit. Plan Review—Street Improvements 1. Street lighting is required,'on the project:site °,; 2. Street improvements are required on the site's South 23`d street frontage. The applicant may seek a waiver or deferral from the Board'of Public•Works:';'Please contact Paul:Lumbert at 430-7304 for more information regarding this process. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting;:standards by a Licensed Civil,Engineer. 2. Cut and capping of existing utilities, for the structures on^;the site will be required as part of the demolition permit. 3. Separate permits for side sewers, driveway cuts and water meters may be required. When plans are complete three copies of the drawings, twohcopies of the drainage report, a construction estimate and application fee shall be submitted at the 6 floor counter. A fee worksheet is attached for your use, but prior to preparing a check it is recommended the applicant call 430-7266 for a fee estimate. Planning 1. The subject site is designated Residential at 8 dwelling units per acre (R-8)zone. 2: The site is located in an.area designated by potential sensitive and protected slope, coal mine, landslide, and erosion hazards on the City's Sensitive Areas Maps. 3. After the deduction of the protected slope area (1,114 square feet) and the roadway (7,301 square feet),the proposal arrives at a net density of 6.7 du/ac. 4. The site is located in the proximity of the Cedar River Pipe Line. The applicant must contact Seattle Public Utilities to discuss measures to protect this pipeline as disclosed in their January 17, 2001 letter (forwarded under separate cover). ADVISORYNOTES Wilkinson Plat II LUA-00-161,PP,ECF Advisory Notes (continued) 5. A private easement and maintenance agreement for the private street and shared utilities must be established as part of the preliminary plat process. 6. The applicant is required to mark the native growth protection area during construction in order to prevent intrusion or disturbance pursuant to RMC 4-3-050.G.4. 7. Driveways must not exceed 15% grade. Those exceeding 8% are required to install slotted drainage in order to direct drainage away from the structures. Property Services 1. Necessary revisions to the legal description, as well as information required for the final plat submittal, will be forwarded to the applicant under separate cover. • • • ADVISORYNOTES %, CITY F RENTON ,; Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 31, 2001 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia,WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC)on January 30, 2001: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED WILKINSON PLAT II LUA-00-161,PP,ECF The applicant is requesting,Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a 0.94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated,on the City's Critical Areas Maps as containing slope, slide, erosion and coal mine hazards. The subject site was included as a shadow plat in the Wilkinson Short Plat(File No. 99-021)which was:recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than5 years ago, preliminary plat approval is.necessary. Location: 2245 Shattuck Avenue South. Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 16, 2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of'Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4=8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. If you have questions, please call me at(425)430-7270. For the Environmental Review Committee, • Lesley Nishi ira Senior Planner cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe(Ordinance) US Army Corp. of Engineers agencyltr\ 1055 South Grady Way-Renton,Washington 98055 0This paper contains 50%recycled material,20%post consumer • • BAIMA & HOLMBERG INC. January 23, 2001 Leslie Nishihira City of Renton 1055 South Grady Way Renton, WA 98055 RE: Wilkinson II Dear Leslie: Enclosed are four copies of a map showing how Lots 1, 2 and 3 might be graded. Lots 1 & 3 aren't too bad, but Lot 2 will likely require a rockery and some fill. The fill could be generated from excavation for the lower level of the house. The estimated amount of cut (and fill) on this lot would be 200 cu yds. Please call me at 425-392-0250 if you have any questions or need additional information. Very truly yours, BAIMA &HOLMBERG, INC. Shupe Holmberg, PE PLS Enclosures W SH:bb/I6I0-003 LcslicNishi hira CITY OF IREN oN • RECEIVED JAN 2 3 2001 • BUILDING DIVtsION 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027-3817 • (425) 392-0250 • (425) 391-3055 - STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE January 30, 2001 Project Name Wilkinson II Preliminary Plat Applicant Bud King, King Construction File Number LUA-00-161, ECF, PP Project Manager Lesley Nishihira Project Description The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a 0.94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope, slide, erosion and coal mine hazards. The subject site was included as a shadow plat in the Wilkinson Short Plat(File No. 99-021)which was recorded in 1999. Due to the property's inclusion in a previous subdivision which was recorded less than 5 years ago, preliminary plat approval is necessary. Project Location 2245 Shattuck Avenue South Exist. Bldg. Area gsf 1,800 square feet(to be demolished) Proposed New Bldg. Area gsf N/A Site Area 40,920 square feet(0.94 acre) Total Building Area gsf N/A RECOMMENDATION - Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance-Mitigated(DNS-M). , - --- - — # _ o rle .aa won -- - xi, Stia Qv-- ^z• 76 - a 69 0 s`, ° - '`-..31 t O' W Q z/ b Joa 2107 , �- So _ .I so �•4o .716.27 V so i2 1 256 za 1 I 4 ^ z:10 I (` 115 75 �' 30 0' 25-- y� �' r 06 a z 1 o I I [ F__— _:� I 15; k— Z(P- e I^ riosc I z I Q a.7 33 rizt I ❑ `eocss + a j ,a _n 7 a I D j� IS 7 s1 I 15A! h 74 '\ e,� +^ Z ,ae , ,0 129--- 26 kiI---- I I ss c•--7 • 1 ,5E 1 3ro Q` es � PL• S. �t 5 12 ` • aok0 i nso� [. .7eo 40 Z2IJ2/J1a f Al VI JS n IIa 73v [�.. Z. 2j]�� . ti 27 BE 57 LLJJ `/• U:L.16 °• �C 5ooe T.L.16 2C JCS • / - --Se•Z-T,-7— - 0'� �-6 ' —�J cZD A-R-- A-74;—P'17- —cT'N e-. -- I-—7 \ 2 4 ‘r,, 3 % 2 illi * ;/ 'Y _ t is 5,6 r. , f, , 5S r . .41 , • , _ I k 17'46b I 11 2 .// ' - 1w1 cam' ' - er 1 \ o t(((•/// a. I ! G ` j•.� RenTon ;cnool4_ , , cJ + •A 28 : I . , ..„ .,_,_, I :, ti ,. ro 0 ''A d1 V lR 1..; \ m .F. cc ,. \ - 0) 5 11.21it w 7 ri City of Renton P/B/PW Department Environm Review Committee Staff Report WILKINSON 11 PRELIMINARY PLAT LUA-00-161,ECF,PP •REPORT AND DECISION OF JANUARY 30,2001 Page 2 of 7 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE XX NON-SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488.00 per new single family residence, with credit given for the existing residence,for an estimated total of$1,952.00 ($488.00 x 4 new homes = $1,952.00). The Fire Mitigation Fee shall be paid prior to the recording of the final plat. 2. The applicant shall install"No Parking"signage on both side of the private street. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and the Fire Department prior to the recording of the final plat. 3. The applicant shall install a guardrail at the west end of the private street in order to prevent vehicles from descending down the steep slopes adjacent to the property. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat. 4. The applicant shall pay the required Transportation Mitigation Fee equal to $75.00 for each new daily trip associated with the project,with credit given for the existing residence,for an estimated total of$2,871.00 (4 new homes x 9.57 trips/home =38.28 total trips x$75.00 = $2,871.00). The Transportation Mitigation Fee shall be paid prior to the recording of the final plat. 5. The applicant shall pay the appropriate Parks Mitigation Fee equal to $530.76 for each new single family home, with credit given for the existing residence, for an estimated total of$2,123.04 (4 new homes x$530.76 = $2,123.04). The Parks Mitigation Fee shall be paid prior to the recording of the final plat. 6. The applicant shall install a 25-foot buffer around the existing native growth protection easement on lot 1, as well as a 10-foot vegetative buffer on the west side of lot 1 and the west and south sides of lot 2. The vegetative buffers shall be planted with appropriate native species after the completion of all grading work and shall be maintained throughout the construction of the future homes on lots 1 and 2. In.addition, the buffer areas shall be noted on the face of the plat as Native Growth Protection Areas and shall be recorded separately as protective easements. 7. The applicant shall comply with the recommendations contained within the Geotechnical Report dated June 2, 2000 prepared by GeoEngineers in regards to building design, site preparation, earthwork, and post construction measures. 8. The applicant shall place a note on the face of the plat to read as follows: COAL MINE HAZARD NOTICE The lots created herein fall within a coal mine hazard area as identified by a Geotechnical Engineer at the time of this subdivision. Presence of such a hazard may trigger mitigation measures at the time of construction. 9. The applicant shall design and install appropriate water quality treatment and detention for storm water runoff associated with the project prior to the recording of the final plat. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division. ercrpt City of Renton P/B/PW Department Environm I Review Committee Staff Report WILKINSON II PRELIMINARY PLAT LUA-00-161,ECF,PP •REPORT AND DECISION OF JANUARY 30,2001 Page 3 of 7 Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Building 1. Demolition permits will be required for the removal of the existing structures. Fire Prevention 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. 2. Access roadways require a minimum of 20 feet of pavement with an approved fire department turnaround. Both sides of the street must also be posted as"No Parking." Plan Review—Water 1. The project is located outside the Aquifer Protection Zone. 2. There is an existing 8-inch water main located in Shattuck Avenue South. See City of Renton drawing no.W708 and W709 for engineering information. 3. A water main extension is required for this project. 4. The site is located in the 300-fee pressure zone. Static water pressure is 50 psi. 5. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and shall be located within 300 feet of the structure. This distance is measured along the travel route. Additional fire hydrants will be required as part of this project to meet this criteria. 6. Water System Development Charges (SDC fees)of$1,105.00 per new single family parcel will be required for this plat,with credit given for the existing residence. The fee must be paid prior to the issuance of the construction permit for the plat. Plan Review—Sanitary Sewer 1. There is an 8-inch sanitary sewer main in Shattuck Avenue South. 2. A sanitary sewer main extension will be required by this project. 3. Sewers from the previous short plat of this area (LUA-99-021) are required to connect to the sanitary sewer main extension. More specifically, sewer from residences located at : 317 South 22nd Place and 311 South 22nd Place. 4. The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the plat. 5. Sewer System Development Charges (SDC fees) based on $760.00 per each new single family lot is required, with credit given for the existing residence. The development charges will be collected as part of the construction permit. Plan Review—Drainage 1. A preliminary storm drainage plan per King County Surface Water Design standards has been submitted with the application, and was not accepted, requiring a revision by the applicant. 2. Surface Water System Development Charges (SDC fees) based on $525.00 per new single family home will be required, with credit given for the existing residence. The development charges will be collected as part of the construction permit. Plan Review—Street Improvements 1. Street lighting is required on the project site. 2. Street improvements are required on the site's South 23rd street frontage. The applicant may seek a waiver or deferral from the Board of Public Works. Please contact Paul Lumbert at 430-7304 for more information regarding this process. Plan Review—General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a Licensed Civil Engineer. 2. Cut and capping of existing utilities for the structures on the site will be required as part of the demolition permit. 3. Separate permits for side sewers, driveway cuts and water meters may be required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the 6th floor counter. A fee worksheet is attached for your use, but prior to preparing a check it is recommended the applicant call 430-7266 for a fee estimate. Planning 1. The subject site is designated Residential at 8 dwelling units per acre(R-8)zone. 2. The site is located in an area designated by potential sensitive and protected slope, coal mine, landslide, and erosion hazards on the City's Sensitive Areas Maps. 3. After the deduction of the protected slope area (1,114 square feet)and the roadway(7,301 square feet), the proposal arrives at a net density of 6.7 du/ac. 4. The site is located in the proximity of the Cedar River Pipe Line. The applicant must contact Seattle Public Utilities ercrpt City of Renton P/B/PW Department Environm, Review Committee Staff Report WILKINSON II PRELIMINARY PLAT L UA-00-161,ECF,PP .REPORT AND DECISION OF JANUARY 30,2001 Page 4 of 7 ' to discuss measures to protect this pipeline as disclosed in their January 17, 2001 letter(forwarded under separate cover). 5. A private easement and maintenance agreement for the private street and shared utilities must be established as part of the preliminary plat process. 6. The applicant is required to mark the native growth protection area during construction in order to prevent intrusion or disturbance pursuant to RMC 4-3-050.G.4. 7. Driveways must not exceed 15%grade. Those exceeding 8% are required to install slotted drainage in order to direct drainage away from the structures. Property Services 1. Necessary revisions to the legal description, as well as information required for the final plat submittal, will be forwarded to the applicant under separate cover. D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Fire Protection/Emergency Services Impacts:The proposal will result in the construction of up to 5 new single family residences. Future residents will potentially have need for emergency services which will impact the City's Fire Department. In order to offset the impacts associated with new development, all new residential construction is subject to a Fire Mitigation Fee. The fee is based on a rate of$488.00 per new single family residence with credit given for the existing residence. For the proposed preliminary plat the fee is estimated at$1,952.00 ($488.00 x 4 = $1,952.00). The Fire Mitigation Fee is payable prior to the recording of the final plat. In addition, in order to prevent vehicles from parking within the private street and potentially blocking emergency access to portions of the site, the applicant will be required to post"No Parking"signage on both side of the private street. Mitigation Measures: a. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488.00 per new single family residence,with credit given for the existing residence,for an estimated total of$1,952.00 ($488.00 x 4 new homes =$1,952.00). The Fire Mitigation Fee shall be paid prior to the recording of the final plat. b. The applicant shall install"No Parking"signage on both side of the private street. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division and the Fire Department prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 2. Transportation/Access Impacts:The subject site includes frontage on South 22nd Place, Shattuck Avenue South and South 23rd Street. Although Shattuck Avenue and South 22nd Street are currently improved with full street improvements, the project will be required to complete half-street improvements along the site's South 2311I street frontage. The applicant may, however, seek a deferral or waiver from the Board of Public Works for this requirement. The subdivision proposes to provide access to all five lots via a private street easement,which crosses lots 2, 3,4 and 5 abutting the north property lines and terminates on lot 2 after providing access to lot 1. The street easement is shown with the appropriate width of 26 feet, with 20 feet of paving. A fire turnaround, which straddles lots 3 and 4, is also included. The establishment of a homeowner's association or maintenance agreement for the private street, as well as shared utilities, will be required as a condition of the preliminary plat approval. The property contains sloped areas on the western portion of the site and abuts steeper sloped areas to the west. Based on the grading elevations and street profile provided with the application, the private street would be constructed such that the finished grade would be approximately 10% -which is below the 15% maximum grade permitted by code. However, due to the steep slopes which intensify to the west, the applicant should be required to install a guardrail at the west end of the private street in order to prevent vehicles from continuing beyond the private street onto potentially dangerous slopes. The proposal will result in an increase in traffic trips and is therefore subject to the City's Transportation Mitigation Fee. The Transportation Mitigation Fee is based on $75.00 per each average daily trip associated with the project, with ercrpt City of Renton P/B/PW Department Environm 'Review Committee Staff Report WILKIUSON II PRELIMINARY PLAT LUA-00-161,ECF,PP .REPORT AND DECISION OF JANUARY 30,2001 Page 5 of 7 credit given for the existing residence. The fee for the proposed development is estimated at$2,871.00 (4 new homes x 9.57 trips/home =38.28 total trips x$75.00 =$2,871.00)and is payable prior to the recording of the final plat. Mitigation Measures: a. The applicant shall install a guardrail at the west end of the private street in order to prevent vehicles from descending down the steep slopes adjacent to the property. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the final plat. b. The applicant shall pay the required Transportation Mitigation Fee equal to $75.00 for each new daily trip associated with the project, with credit given for the existing residence,for an estimated total of$2,871.00 (4 new homes x 9.57 trips/home=38.28 total trips x$75.00 =$2,871.00). The Transportation Mitigation Fee shall be paid prior to the recording of the final plat. Policy Nexus: SEPA Environmental Regulations; Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527. 3. Parks and Recreation Impacts: The proposal does not provide on-site recreation areas for future residents of the proposed plat. There are existing recreational facilities in the area of the subject property and it is anticipated that new residents would use existing and future City parks and recreational facilities. Therefore, a Parks Mitigation Fee based on a rate of$530.76 per new single family home, with credit given for the existing residencies, is required for the proposal. The fee is estimated at $2,123.04 (4 new homes x $530.76 = $2,123.04) and is payable prior to the recording of the final plat. Mitigation Measures: The applicant shall pay the appropriate Parks Mitigation Fee equal to $530.76 for each new single family home, with credit given for the existing residence, for an estimated total of$2,123.04 (4 new homes x$530.76 = $2,123.04). The Parks Mitigation Fee shall be paid prior to the recording of the final plat. Nexus: SEPA Environmental Regulations; Parks Mitigation Fee Resolution No. 3082, Ordinance 4527. 4. Earth/Coal Mine Hazards Impacts:The subject site is characterized by gently rolling slopes, which increase significantly towards the western portion of the property. The site is located in an area designated by potential coalmine, landslide, and erosion hazards on the City's Sensitive Areas Maps. The western boundary of the site also contains slopes between 25% to 40% according to the City's Steep Slopes Map, some of which qualify as sensitive and protected slopes. The applicant has submitted a Geotechnical Report, prepared by GeoEngineers, Inc. dated June, 2000,which states that subsurface conditions on the site generally consist of sandstone, mudstone, and shale that has been folded and faulted. Coal is found in seams within this formation beneath a portion of the site. There is a surficial topsoil layer approximately 3 to 6 inches in thickness overlying medium dense silty sand with occasional gravel. Earthwork, approximating 250 to 300 cubic yards of cut, is estimated for the construction of the private street. The applicant has also provided grading plans and profiles for the potential construction of homes on lots 1, 2 and 3. Although lots 1 and 3 do not appear to require extensive earthwork, lot 3 would likely require the construction of a retaining wall and the import of fill. The estimated quantity of earthwork on lot 3 is 200 cubic yards and would result in a created slope of approximately 50% (for a height of 8 feet)on the southwest corner of the structure to be reinforced by a retaining wall. Approximately 1,114 square feet located in the northwest corner of the site on lot 1 contain slopes of 40% or greater and qualify as protected slopes. The majority of the west side of the site, including portions of lots 1, 2 and 3, contains slopes ranging from 15%to 35% and are designated as sensitive. The area containing 40% slopes has been established as a Native Growth Protection Easement as required by the Wilkinson Short Plat approval. GeoEngineers has recommended that a buffer of 25 feet be maintained from the protected slope area, as well as a 10-foot vegetative buffer on the west side of lot 1 and on the west and south sides of lot 2 in order to avoid future erosion impacts. Staff will recommend the vegetative buffers, planted with appropriate native species after the completion of all grading work, be required as a SEPA mitigation measure. These areas should also be noted on the face of the plat as Native Growth Protection Areas and recorded separately as protective easements. The report submitted with the application states that the workings of the Sunbeam Mine are located approximately 140 feet below the ground surface at the north portion of the site. The site may be at risk to regional downwarping of the ground surface caused by collapse of the abandoned underground workings. However, the area mine workings have been abandoned for several decades, and for this reason, a substantial amount of the collapse in the deep workings should have already occurred. According to GeoEngineers, no indications of coal mine workings or surface features, including sinkholes or spoil piles, were observed on the site. Therefore, further investigation of the site, such as deep ercrpt City of Renton P/B/PW Department Environm Review Committee Staff Report WILKINSON II PRELIMINARY PLAT LUA-00-161,ECF,PP REPORT AND DECISION OF JANUARY 30,2001 Page 6 of 7 drilling to locate the exact location of mineshafts, does not appear to be necessary. The applicant should, however, be required to place a note on the face of the plat indicating that the site may contain potential coalmine hazards. In addition, RMC section 4-3-050.K.8 requires that any coal mine hazards discovered during construction must be reported to the Development Services Division immediately. The Geotechnical Report concludes with recommendations related to building setbacks, site preparation and earthwork, all of which staff will recommend the applicant, or future developer, be required to comply with in order to mitigate potential erosion, slide and coal mine hazard impacts. Additional geotechnical services are also recommended for lots 1 and 2 for the review of development plans and construction activities, including review and analysis of walls and fill slopes proposed in order to reduce the risk of adverse impacts associated with building on the sloping portions of the site. Proper use of erosion control measures and Best Management Practices will further mitigate erosion and off-site sedimentation impacts. Specifically, the Geotechnical Report contains recommendations for proper plan development to fit the topography of the site and to avoid concentrating runoff and discharge over sloped areas. Recommendations are also made for the reduction of post construction erosion, such as regrading of the site to conform to the original slope configuration and protection of slopes (hydroseeding and erosion mats) until full ground cover is established. Mitigation Measures: a. The applicant shall install a 25-foot buffer around the existing native growth protection easement on lot 1, as well as a 10-foot vegetative buffer on the west side of lot 1 and the west and south sides of lot 2. The vegetative buffers shall be planted with appropriate native species after the completion of all grading work and shall be maintained throughout the construction of the future homes on lots 1 and 2. In addition, the buffer areas shall be noted on the face of the plat as Native Growth Protection Areas and shall be recorded separately as protective easements. b. The applicant, or future developer, shall comply with the recommendations contained within the Geotechnical Report dated June 2, 2000 prepared by GeoEngineers in regards to building design, site preparation, earthwork, and post construction measures. c. The applicant shall place a note on the face of the plat to read as follows: COAL MINE HAZARD NOTICE The lots created herein fall within a coal mine hazard area as identified by a Geotechnical Engineer at the time of this subdivision. Presence of such a hazard may trigger mitigation measures at the time of construction. Nexus: SEPA Environmental Regulations 5. Water Impacts:The applicant has submitted a Drainage Report prepared by Baima & Holmberg, dated December 1, 2000 with the land use application. According to the report, there is approximately 0.5 acre of upstream tributary area draining onto the site from the north,which do not cause any associated drainage problems. Lot 5 and a portion of lot 4 drains east to the existing 12-inch storm system located in Shattuck Avenue South. The western two-thirds of the site sheet flows west about 200 feet down the bluff overlooking State Route 167 to a large wetland, located approximately 600 feet west of the site. Storm water runoff from lots 4 and 5 are proposed to be conveyed to the existing storm system in Shattuck Avenue. Runoff from lots 1, 2 and 3 is proposed to be conveyed to a 10-foot dispersion trench located near the south side of the property. However, comments received from reviewing sections indicate that the proposed dispersion trench location is not acceptable due to potential erosion problems and its proximity to the nearby Seattle water main and Olympic Pipeline. Staff recommends water detention and water quality treatment is required in order to mitigate potential erosion impacts from water runoff associated with the project. Mitigation Measures: The applicant shall design and install appropriate water quality treatment and detention for storm water runoff associated with the project prior to the recording of the final plat. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division. Nexus: SEPA Environmental Regulations ercrpt City of Renton P/B/PW Department Environm 'Review Committee Staff Report WILKINSON II PRELIMINARY PLAT LUA-00-161,ECF, PP REPORT AND DECISION OF JANUARY 30,2001 Page 7 of 7 E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM February 16,2001. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. ercrpt SITE PLAN OF i WILKINSON II •J�=� �'�"`M��` " ?� ' l 4.•.,,,:N. -.,,:n14 I �•11'�D- 4 • N • s ` = ems o P'-_s I a I E20 pp EXIST.WATER VALVE ,Oly _ .. .. A • "MIL "219?�0 i j'- ♦ r 5 . A EXIST.FIRE HYDRANT 0 5 10 20�30 N N1� •I ,, „ • , �t' , 1 •?' /•' itmtL! _ B EXIST.WATER METER �` O'C O' a . '- - • - SCALE I'-30' (`�j� 2 y ® EXIST.SEWER MANHOLE V \\ • ® 10' /e / I I: - g 'P S• •M1.:I 11.�� Tv—V_V—N—V—v--,„, 1 1 I 1 1 ' —T��yy a1I1� ' ."•�� it mnn V, .._. O EXIST.CATCH BASIN -�__ __^___+/L V 1 F, I'I-En—_ 1Tr— —'• '`. J "i VICINITY MAP • O EXIST.STORM MANHOLE ` _ _ __ __F i / P S. 22NDIPLA E 1 0 I II i -� D EXIST.TELEPHONE PEDESTAL �.; `^ 11 `�� i -so•--\ I j II I 1 1 ‘\ IT.. __ 1 4--0 / / 1 II I I ;a \ I) BASIS OF BEARING F-- ar-___ / --- _,.1___�- 1 \ 8 \�\ I PLAT OF VALLEY WE ESTATES. P EXIST.POWER POLE NA71LE 95.Q0' B �_ -/ yy��tIAi 1 II f' BI-� V.1B4 OF PLATS. ,1,11A q:4.-`P.. 1` ----,` __-- --- ~� T*—-T—T—I— 1 I P.45-48.RECORDS OF KING COUNTY,WASHINGTON. T- EXIST.POWER POLE GUY ANCHOR --EASEMENT'.�:T54, .. \ P\,-, --\_ / r______-_, .-\ I I 1 II t I D --- ,5 _ - \ V I I 1 I 8\ .I I INSTRUMENTATION USED: 5 + EXIST.SIGN ,�, ----� $ S fiUB'N\�� '-�-I1 I 1 I \ 'I` INSTRUMENT USED: 5 SECOND TOTAL STATION. n EXIST.MAILBOX •i-1'C=f\ \ ♦9 " ................ .. I I 1 I 15 I �as I } I I ',..-• 9 p 1` �\ I 1 I 1 ')O a I FlELD SURVEY WAS BY CLOSED TRAVERSE LOOPS, _ I I A_ �'- -! , 1 _ I. ` I 1 I 1 I I I I / MINIMUM CLOSURE OF LOOPS WAS 1:22.00 IN —V 0 ,....1,-, I _ , / ` I1 I I ` I ACCORDANCE WITH WAC 332-130-09D. EXIST.WATER LINE(LOCATE PAINT) T I \ `,.18,1 // / I \ G B ..4 19f I 1 ` �.` gE' I t \\ /I I I I I —6 —EXIST.GAS UNE(LOCATE PINT \ ' I I LO'T `\I o ' I „---------._ / I ` I 1'. EXISTING LEGAL DESCRIPTION 'I ,I 1 ` \ 1 i/ \ --__ - I i/ I \ I vp LOT 4 Of CITY OF RENTON SHORT PLAT NO.LUA C EXIST.GAS VALVE _:m;a I `1♦j6.760 sg4t. t \II _______i I i i I I I I`I I I 99-021-SHPL. —so— EXIST.STORM DRAIN ,`\I , I I II \`\ ♦♦` . III\\ \\ I / / B I B) (ALSO KNOWN AS A PORTION OF TRACT 72,PLAT \n II.-1-- -___,_____L_ ,•__ \` ` / OF RENTON COOPERATIVE COAL RECORDED IN YS ACRE EXIST.FENCE LINE \` 1 1 \I \ \‘‘,,, \\ I I I I TRACTS,PLAT NO.2,AS IN VOLUME 9 \ \ \ \ ®\\ \�\ `\I+ \ 26'PRIVATE EASE/ENT I 0). OF PLATS.PAGE 27.RECORDS OF KING COUNTY. \ 1 \ ___ ___+-FOR-INORE55-ECRSS I/ /// B I WASHINCTON. DECIDUOUS WE \\ \I \\ • 6:UTILITIES / j I I ball ) ,\\ I \ • ` NBB•31761% .-- _ ♦ I I \ al--�'II I o DATUM PINE TREE \ :A \\ \\ \\ \ \ I - �SUL _ ay�L %� pI) CITY Of RENTON CCO MAPLE TREE \\\\\�( `��"\\ \ —1- -1.•� '(t\E2+-` __ ___- ___..—___-_�_ _O� i I BENCHMARK I\ \ \ \ ' _— CITY OF RENTON MONUMENT N0.230 FIR TREE \\\\\ ` \\ \\\\\ \`—i_i\__1___ _____L``` --R25' R25' i C B) ELEVATION.230.756 FEET s. WILLOW TREF \ 1 \ \\ \ \\ .\I \`\\ 1 1 I E I ' ; NOTE: \ i \ ` \''' `1 x /u-'�^� I I O• SET RECUR AND CAP \ \ F \ _ I I I ALL LOTS ARE TO BE DETACHED • LSN 11332 I\\\\\\\ ` \\�n\\ \`�x'','�oI I \• \�`. I 1� .1 lx of '"' g gi I p I &SFl,11ATTACHED SINGLE FAMILY CITY OF RENTON CONTROL \\\.1\\\\\\\ • G\\ i1: \\\\\`LOT`•3♦ .. �' f • ``LOT 4 a°i 'I�''I ' "111 I ItO I) RESIDENTIAL . MONUMENT NO.1160 \ ^' \ �\ \ ' I{oi \ 8,93\ '`, .\ I� i\\ ` . i M USE ©T 5 < 1 R 1/2'BRONZE BUTTON E P A` '` \ \ \ `\ \ \\ I \ 8;753 sq.11. ♦\ 8,613 sq.(` i 7,9'12 a IL Q I PUNCH ON A CONCRETE POST \ i\\ \ \ \ \ \ , \\ \ s 1(�/�rj i�ii 1 q' d MONUMENT DOWN 0.3'IN A \ ' \ \\ \\ \\\ \ \• \•I \\s ` ` . �, TO B ' I J[i \ MONUMENT CASE APPRO%.fi' \ \ \ \\\♦ iti` \\` \\\ f• \\ I,41 Me REMOVED II (•) EAST OF CONSTRUCTED \\ I `\\\ \ \\ `\ \ `\1 1 \� `\ \ / 11�s�m.I CITY OF RENTON CONTROL CENTERLINE OF EAST VALLEY \ `I \ \ \ _ \ \, \, \\\ �`)T - }?^`-- _ _ / 1___ I __I F^I MONUMENT NO.230 COPPER HIGHWAY AT THE NORTHERLY . V --`c-t-A",-' r`�• - --T„ c - - ` �— TACK IN LEAD ON A MARGIN OF AN EAST-NEST \ I:. ` '�'�-Q', (""': \ A 1 /\ A I ) CONCRETE POST MONUMENT PIPELINE RIGHT-OF-WAY. �\ \\\\\ U\\\ \ \ \\ \\♦ \ - .�'k l-`\‘ - `\ �` 1 DOWN 0.5'IN A MONUMENT 58951'57'E CASHED 1/99) \ \ \ \ \ \ \ $a 9S6W BH VSb2J` V\ ♦\• \ 75.023 70.022' a\ \\\\ . \ ` ` \ . `f32BR71B4HT) S 1/4 CORNER ` - `��`�. `./� S88'41'36'E •O.. DRIVE SE,NEAR ST F BENSON TME SEC.19-23-5 A `S. 23RD ST,\ I\\A I I NORTHEAST CORNER Of TEASO(UNOPENED RIGHT-OF-WAY) ELEV.-0 PARK. CITY OF RENTON ` \ ELEV.�70.331 METERS CONTROL MONUMENT • 589'6'56'E _�__ 230.756 FEET NO.1551 —_—_—_____ __ __ _ 3/8.BRASS PLUG IN \ A 10'MONUMENT CASE IN CENTERLINE S.LINESE 1/4,SEC.19-23-5 OF UND AVE S.W.AT DENSITY CALCULATION S.W.23RO ST. //,•,, .`II/ BUILDING SETBACKS • SITE AREA 4. &IA. (PIPELINE R.O.W.) ROADWAY AREA 7.304 Dq.n, St1UPE �, (VISITED 1/99) FRONT YARD -20' • II` • REAR YARD 20' NET SITE AREA 33,616 sail. 0.772Doas `Q,SOT 9I/7.(�, SIDE YARD o 5' ALLOWABLE D.U. 8%0.772.6.176 D.U.(6 O.U.) ` y 4e F�Sz o'' CORNER SIDE YARD -15' %'� y TOTAL PARCEL AREA 40,920 q.11. 0.94 DUDS -• II x CITY OF RENTON PROPOSED NO.OF LOTS 5 LOTS ''^I ,�L1D52 DEPARTMENT OF PUBLIC WORIL9 PROPOSED ZONING R-B OWNERS BUD KING y'\19'fl)•" 26720 S.E.216TH ST. /DNA(,to) . PROPOSED SQUARE FOOTAGES MAPLE VALLEY,WA 98038 LOT 1 6.750 eq.lt. (425)432-5456 4 MOB IL/50/02 • SITE PLAN LOT 2 8.893 eq•IL '\`.`.`."`.."`r...i...iii./•I LOT 3 8.753 sq.ft. LAND SURVEYOR BAIMA&HOLMBERG INC. LOT 4 8.613 sq.11. 100 FRONT STREET SOUTH • LOT 5 7.912 sq.11. ISSAOUAH,WA 98027 • D13I011 D4T[10/11/00 ny.Mq 1610-003 (425)392-0250 DR4sy USN PERCENTAGE OF LAND IN STREETS 17.85% - nmc� ASH DC41s 1'=30' __ P.w— MD R[YOIOY BY OM DATE: APPROVED �q+�� nicer 1 DI • • • yyd ° fP=l'' I g 11 \ it f9 1 tA5N10 rA[NWAYIIT W-IOS.mEX C3THSZ \ V-19G.E310'NW1 .•.. ... pIAE(1YMS-SE) ~ . U) d'1 10•CURB CUT•` j I 0 s xo ZY Z � W »s..m ---_�� 0111{/���/ \\� i R (TYP.)a i & ,aP i SCALE lam•.xr EX SSW fys —v_v —v—v—,v v_lv ) a� / II - --—-I---—---i.-- z "°_'T '° W W ww e& 1,151;VPiT ' I .ems .IX a �DfW^<k.._. . ' ' S. 22ND'PLA i �11 1 ', 1 � ' .) r `o - -`\'� -- -5;-'Zi u^I ?--!'-:_,1._ ?__ - .r - - - - \�oI a��` 1��5k� � 'r+ - .. L. re U ®�.-_ -- ..�... _ _ ../ ,- ; , -\ .s I 11 I* ¢RIN.®.Trod �� P.._ �. .____ __ —__A__,_� , III _ .6.Y„,,,m-Nv) j7 p-- ..�___ --.i 1 1 , , - I" I ESu(1YA03 S) ]n�n�,,� �\ �" II 1 , I II wv cfi1.1 pS.,Z d c I: `,, $ SI \L s-Y '1 �'�`-~ ) \ I ' ', ', t I I II I�j +�I- y �, O p OE '' , a-ger 1 1. ) ` / e-1r so y z W e 1 ' „IDS! `\ I� I� 1 G 140 Mw ; \ LOT • / \\ ----------I-____ i ; ` 1 '. P417 fffffl1F.biniaf 11 11191111 9 ` I I I I MCY.TY 51A1 UEG ,;1`I `I 1\, �,6.750 sa.(t. \..i , -- ------v / on..msl I D • € - , \ b I 1 EX SSW '�E `}, ` 'I ', \ ,, ` ` ,� W/�T1�.LOOMS . uyl PoY-Ia1.06 tW m E , \ '\ \ ` (CONSTRUCT CAI //' wv.f1 EC®L TYPE 1 G Y1 _ �/.WAWA y9"r t , , wv-e6o6 I I„I III °'wiO4axK(12,0S-SO NOTES'Nmc m,CONSTvreuscn 21%./.r an.EER u� TEX r11•., `wu 1x..>i ssTe ,/� COSTING.' 1 I I SDI I.1umG(0E1) �c�waomnu Glen v:Sar°N EmEs6 • _... __ � .'«s PROPOSED N.BLWG 1 N RMi.AN METES / .' • - - �� SAE sErat •') •_ f°• I rywTCH INGI a 1� \— - a a�Ya\— r'—:. — ;/ n6s, 6•— s �. I 'I o mg(E a:I.-,7- —BC rnm SHATTUCK AVE.SO. os } �1 "—,-, evlsrsi I�„ xs.!! wwlu . A LSBE CONTROLm YER CHT OF RENTON CONTROL •• x.n.m } •,, ?� Qrar� �-- -- 2:.♦^'.:.'J-:'1 �� ^I .... �°1Ot(NEp Ror17 1MEESE YEASDUES wu wo mE.DUI NO1 NEGESvmr -L_ •� \sry \�,.-` _ lEr--w1w•cYIE„A! -c�» ,4�4rw• omws Nlm�c,°f`WAEioEwNc:omiiwa"n,'snnim .• ` I —�'- dlti:U.6u. -�____f-_ . �1 �y I t nAY�m.fim.aT¢DWI/ `\ ` ` \ \ - J -_ _ _`I - I `__ _._.._-_._-,_Z___ ffil I 1-Y tAM1.c 41[vAtN(T1tl.-0 • 3..a.�aYt-71- 1\9 _ 'vrv.,:J ,.21.1. w/'"MIST 0E0IXwG Ip `ru•�R rl� (n / m ur - ! I <µTu"1aa- I'y EASING 1.,u�1a p i � \ N-r•61Wo ¢1/>� I Il' 1-rwE x. ASSe,BLY•,, Ynu ro x 1nttATm • !3p \\,1� TAR•Y PM(M 1m) \ "�, �t.sa nE` I 21,r wNGuss GRESS J 1 n+wu..lv �� I ,,,N� (� I•TAv um \\\`� J 6-r (1w�J 1 '� ` `,..,(0.sxMilN:T.,=.4:\ ,uio° \A /� ,.i. v = ,• I SI Mix-CB ` `\ \ \ 1IY or 65 � DI AS PREMED /DOWSE BLOOM° 1 81 : EASI.ROLLED IF-164.II NW \ \ \�.��� UM DSAw •1-r..RECO.(Y..Y.�^e I I I v-16..02 N \ \\\ `� `\ \ \ \`\`\\\`� \-I`If 1n ' CBS,. I- I O" CW6 Nv-10.3.62E \LOt , .�t>,E;. \• \ \\R ` ..n. \ I •I COIn I I 11`�,m1u.mGE a 3 ae3 sq:n., `. LOT-3, LOT,4 HOUSE 0T,°5'"n'1! 1` W„I t> IBh53 sq.ft. S.6ll sq.lt` v,. 1 Q \\\ \ `�•, m a ..l mAa A61wG I !L"I Nv-164.4e e•w uae \' � i muses As NEEDED(Im.). m I y' •.� •°ran ll.,,,. FIR HIORIAT 3 `.\`\ ` `� Mm\1\ ` \ ' '1 '`c.:: , I D. .a I > EX.ssm et CB whim+ \ \ DL CS SS .\\\`��\'G dsvAsni ` 515-152.55 \\ ,$i �♦ \\� �` e_ �LI " o��LOoi 12'11 Irma. Aso/a: FENCE ALL \ � -_-_'JP_ 11J E, iA wv-165.0612'E FI�1S ACROpSSS MEL S KINVI 1\ S. 23RD ST. 3p ®— ! S.'23RD • RECOMMENDED • (UNOPENED RIGHT•OF-WAY) .`, EKE CfT ST, FOR APPROVAL --�r- --- - - - -=1 RS ------ 2 M %S.LINE.SE 1/4.SEC.19-23-5 If v.mom°A esvos 050 Call NOTE: bolo" you . :u.wK MCmM�CNG CMS �,m D NE•wpig C! rKMwDMI.i,aAM or,msw an_IIERT s 1-800-424-6666 "m �",�.T.r N°,o-R�.1wN° "�G'^a s • 0 • — J H Era _ I_ � o 0 Cez a a _ z o . PR • 3 .-_._--.__.._-.—_� w.mar ra,rr]w] K a uaox-,r 2011 - — yam Csrsmc cnmw EE 6Y Ps.sr•-so.w .-,3 .r a TVIAu y PA nsr.I:AT °0 „ h PRIVATE ROAD.rm. ..a]. F.'S g F. • 1 . 3; dh� ]x g a al b �'r = z C...t'.srur=owl O O Y F PROPOSED LOT LOT 4 • • r-.re•Cow.=DE M CROWD ORDSIIIAT SIM. .TOP CMS& rr 4 n GRAM R Cu�Wf• 51➢x.Cou�B.sc DEPTH CROWD U a `` LOT 2 ry �' 3 LOT 5 CRAWL EMS(oa SOX Cawnws • m YYF t L E PRIVATE ROAD • G 71 '9d J•C E 'm 11 ,w nx !ib1 3 — ISO ,w 113i§1i1 -g r.,:... t � 'm� m ..m 3.00 I. 0.00 Ianno ,v.o!] i PROFILE EASEMENT • HOER.SCALE: 1'a 20' RECOMMENDED FOR APPROVAL VERT.SCALE: 1' 5' • n v w Cl Cl 1.00101.e ISM.MA) Call NOTE: before you .en..u,.,M'"M.�'" Y.�mw.n rre .. Dtg. . morgoom.M ao•cr All Elm%WOO. IREIV.M•nON IS YAK ARE9rw 9 YAK M.r a. Y4]rrs R 1-800-424-5555 ft]xa 6G HER.. MI DORM. Y NOI. RESP(0.W tt)r.U,W . 2 �.or r'Jrrl- .»••AA- "c" cut .fff • • • I, �\ El,CB NY.20].00 1 0.CD. . \ V.199.4e 10•NV I1 IL - Olv-IMW(IYIes-Sn iir a z 'g \ •\I / ..',: V.T4:; :_ .�i.. .Aw90 s nw vL. 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S PRIVATE r ORADIAGE ACCESS\.I 'A �' I O EVSr STORY MANHOLE t} ® •.^` ,4- _ �sP,ucx)_• `. —.+r_ ` ': i= B EAST.rtuPx9r¢PEDESTAL �' ].I.aB ` \\ \i - , -- _ L..y�� - •, A'- '1I�+ I'I I Nay 1 EXIST.POWER P. R '\\ \ ,\ \ '•\ 'SST•[� �-`T--'a -� __1__ __�_�°p.T�,__ ._ —q b I I MT.Pa[n Paa•w.A,raan 1\ ` ` • \ \ _ ` 1 i . ` I e EaST.vABew fq ``\`` \ ROC ua za!wnvArzuscuar j 1 .� - , I 1 �I —v—msv urtn ua(Court PuxT)`\\ rm a[ I 1 IX —B—02ST.uS LIVE(LOCATE Pwl :1D fOY.le&02 O MST.GAS VALVE \ \ ` 21 I I wv-lezE2 w �' \\\ \\`. \\\ \\\\\ .�N .,,,u1,-- Ii [tea I 11m xv-ie:oi rYiw —v—[n csTm[oa.w \ �� , e p" xv-Iex9x[ ST.KNEE WE L\O• 2 LOT 3, ■uw g `�I I h ET.MEE BE 3 $gr4 \\ \ `\ \ \\\ \ \ LOT 4 HOUSE OT 5 ai I g � ' 8 I \ \�\ ` ;\�\ \\• \` \ \ ' I - ` I EEX CO CUT VOLUME = 300± CU. YDS. \ \ \ ,\ `�` \ i :imam,: Nei Ixv.1eA.Ae Er w FILL VOLUME = 300* CU. YDS. \ . 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INST.ED.7. ,ROOf AIM VI/ ST BLOM. 1-6.2......67••••Ne I. ," • _AAN.I.L2 INV-ISA:02• N.N.r:11.. , . •0.5011 KM.TV. ) ST2722.23.71T ri .k 21 1 ."6". INVAIEW 02 E \ \ ‘‘ \ \\COI. ‘2`, \@ \ \\ \ ., •.,.. min 1 001-180.17 'I I ill-----.;ATI,14r- - 2-105.15 ‘4101" '3 LOT 4 0 T 5" . 1 §.1 7 I „ HOUSE \ \ ‘ \ ‘ EX.CB \ ‘,. \ \\ ‘, \ ‘, ‘, \ \s‘ s, \ , \\ ,,,,r, .. ,. \ 's , \‘, ‘,,. . , ..„. N. ‘‘ , 2. s /1' 4Ararar. umbels As NEEDED(SW I Ne.I )S 0 I *)* 1 IWAI021.96 INVAILIA.46 0'W ,‘ ,‘ ,, \ , \ , , . ,..,..\\ / f-• coSING a" \ .,.. AA,._r`,•.:1_\c:...:;...; , i 1 , I 1 > ma IMO. 0172. EIL SSW. ‘, '‘‘‘. \. \ S'12.;".\ \C. \"‘-‘ ''''. '''‘" .. \ •.., P\ I, {‘''S . R01.190.150 S• S ••..._ ./ \ ‘ .-; ory-, ,.."--a=----- ' •. • - '• ‘'s '• , _ ---• €.... \ 0-,...._ I. :.,T ,• , , , -MAUL 70 EOM. A072.106S LOU SPAIN. "''. •''.',,:-.......,.... '''...,„ \----....,/I) jel\c-T 2.E k A- S. 23RD ST. '- \13 . 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I";9. l.11.7,11"41.`11''"co.:4',..T...•=t,gorrT'."- REMISOICIATIOni IS RADE MO ALL EITSIAG VIM.ARE SAO. i 7072012 INE ENG.ER ASSORTS NO RESPONSISILIO 206 nulls 1-800-424-5555 o IL . p Wu.30.10A 1 CO. a.[1 • • N.,c. 10' WZ ame."(IY.li�'5 \ v\m _ Z C3 CO I� ,lo"I 10'CURB CUT I♦ i [� fk/S `�_ T-v_v— _v—v �� I , _ -1n ��� T II SE. 1950 1 a r/N� S/ �—_—_ ---_Y ,___. tV .W�-,--vII—,i..Ic�r— v`c—v `r I Nr mTu isS .1 �'_ I S. 22ND\PLA4 I i1i DM' �\ 1 �I . / _ '� - ,rl r-•. -Yp- _ I1- %`ii`• `/ :_•_ __�---`--*.� __—_r—_ —2,—T_\II + \� `II,.I I I I man -/, - 1 .Iwi°m''.�s,�pr.As-Nr7 MS...R9.nrt' l Nwlm.w(IYs7 i,iI/ t �� �� �$ 17 , \ , , I . c I \ \� ( 1 • \ "s\ qME WNW -I5 .,. , ♦ %'`\ \ \\u\.'__-__ I II 1 't 1 4..1 x1\ I Ih n oosr.901KM GsMz OF --/ \ \I ; \1 ,♦ I\'�� ..., II 1 t \ L . 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' I'5E... 1,35 T23N 36 ,I' iffit , e 8, �" 60e 0 . ,610 kl:; co�,r; _ 833 8 PI I 1: dirt •+ I b r� .1. .lit d R4E �, fp [� I s iFcttate 22N N`- 16J.d - L; EL. :'E 47CZ2NR5E .. 3T2 R• - _. s 2 T22N R5E ' KROLL nResource Conservation 1---1Convenience Commercial ca> Publicly Owned I R-I I Residential 1 du/ac TN, 1-7 Center Neighborhood* Renton City Limits i AG E• Center Suburban _ Adjacent City Limits n Residential 5 du/ac I—I I—I Residential 8 du/ac I-7 Center,Downtown• (Grey Text) Prezones SECT/TOWN/RANGE n Residential Manufactured Homes Ei Center Office'iilaidential 015 Automall District A no Residential 10 du/ac I CA .1Commercial Arterial I-;•;•J Automall District B Residential 14 du/ac I—I Commercial office • For additional regulations in overlay districts lin u not shown on this map, please see RMC 4-3. a I Re-I I Residential Multi-Family Infill n Industrial - Heavy W IRM-NI Residential Multi-Family Neighborhood Center I-1 Industrial - Medium PAGE a IRM-CI Residential Multi-Family Suburban Center I] industrial - light INDEX rw IRM-oI Residential Multi-Family Urban Center* n Public Use le ci I . r 1• aq•o1 1,.14 iswag*. 1 /I }ti ,DiEc511 7 I '2-1_ CITY OF RENTON 00_Planning/Building/Public Works N• i !"?q MEMORANDUM .ZIMNERMIW „ a 1 62 / _...._ __ __________ DATE: January 29, 2001 TO: Gregg Zimmerman, Administrator FROM: Lesley Nishihira, Development/Planning, SUBJECT: Request for Waiver for Independent Review of Geotechnical Study Wilkinson II Preliminary Plat, File No. LUA-00-161, PP, ECF The City's Critical Areas Regulations require independent secondary review for projects on sites containing Geologic Hazards (RMC 4-3-050.J.3.a). The above referenced project contains sloped areas qualifying as sensitive and protected slopes. With the.land use application, the applicant has submitted a Geotechnical Report prepared by GeoEngineers dated June 2, 2000. The report concludes the site is suitable for the proposed development provided specific recommendations regarding site preparation and earthwork are complied. The project's compliance with these recommendations has been included as a SEPA mitigation measure for the proposal. It is staffs opinion that the attached report adequately addresses all geological hazard areas on the site. Any potential adverse impacts that may result from the development of the site would be sufficiently mitigated by measures imposed by the Environmental Review Committee's Threshold Determination. If the requested waiver is granted for the reasons stated above, please sign and date below. Gregg Zimmerman, P/B/PW Administrator Date cc: Neil Watts Jennifer Henning H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING PROJECTS\00-161.In\thirdpartywaiver.doc CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: January 29, 2001 TO: Gregg Zimmerman,Administrator FROM: Lesley Nishihira, Development/Planning 4143 SUBJECT: Request for Waiver for Independent Review of Geotechnical Study Wilkinson II Preliminary Plat, File No. LUA-00-161, PP, ECF The City's Critical Areas Regulations require independent secondary review for projects on sites containing Geologic Hazards (RMC 4-3-050.J.3.a). The above referenced project contains sloped areas qualifying as sensitive and protected slopes. With the land use application, the applicant has submitted a Geotechnical Report prepared by GeoEngineers dated June 2, 2000. The report concludes the site is suitable for the proposed development provided specific recommendations regarding site preparation and earthwork are complied. The project's compliance with these recommendations has been included as a SEPA mitigation measure for the proposal. It is staff's opinion that the attached report adequately addresses all geological hazard areas on the site. Any potential adverse impacts that may result from the development of the site would be sufficiently mitigated by measures imposed by the Environmental Review Committee's Threshold Determination. If the requested waiver is granted for the reasons stated above, please sign and date below. /111 C)///e,1 Gregg Zimmer a , P/B/P dministratorDate cc: Neil Watts Jennifer Henning H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.I NG\PROJECTS\00-161.In\thirdpartywaiver.doc 1 City of Seattle Paul Schell,Mayor Seattle Public Utilities 4EVELOPME Diana Gale,Director CITY OF RE 0 NtNG JAN 19 2001 January 17, 2001 , RECEIVED CC Lesley Nishihira, Project Manager City of Renton Development Services Division 1055 South Grady Way Renton, WA 98055 RE: LUA-00-161,PP,ECF—WILKINSON PLAT II Dear Lesley: Thank you for your circulation of the Notice of Application for the above referenced project. Seattle Public Utilities (SPU) operates a major water transmission pipeline in South 160th Street. This pipeline is our Cedar River Pipe Line(CRPL), and it is in the location of the Wilkinson Plat II as depicted on the enclosed drawing. This pipeline can be damaged by vibrations, heavy loads, and other construction activities. If it is broken or punctured there could be substantial collateral damage. Therefore, if any construction or development activity in the area will include the installation of utilities in the street, SPU requests the opportunity to review plans and apply standard pipe protection procedures at these locations. In order to facilitate this review, SPU asks that the applicant provide 3 copies of scalable Plan, Section and Profile drawings that show the planned improvements in the proximity of SPU's CRPL. Also, provide the planned start and finish dates. Any work in close proximity to our pipeline(including locating by potholing) must be supervised by SPU. Call SPU's Lake Youngs Headquarters at 425-255-2242 at least 48 hours in advance. If you or the applicant should need any additional information, please feel free to contact me at 206-684-5989 or e-mail at delori.soukup@ci.seattle.wa.us. Sincerely, 6101: (5)64484 Delori Soukup Sr. Real Property Agent City of Seattle • Real Property Services Dexter Horton Building 710 Second Avenue, 10th floor, MAIL ROOM Seattle,WA 98104-1714 Dexter Horton Building, 10th Floor,710 Second Avenue,Seattle,WA 98104 Tel:(206)684-5851,TTY/TDD:(206)233-7241,Fax:(206)684-4631,Internet Address:http://www.ci.seattle.wa.us/util/ An equal employment opportunity,affirmative action employer.Accommodations for people with disabilities provided upon request. BO4-M CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 12,2001 TO: Lesley Nishihira FROM: Sonja J. FesserR SUBJECT: Wilkinson II Plat,LUA-00-161,PP Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced long plat submittal and have the following comments: Comments for the Applicant: The legal description should include the recording number of the referenced short plat, as is noted in the legal included in the Plat Certificate dated July 11, 2000. See the attachment. Information needed for final plat approval includes the following: Note the City of Renton land use action number and land record number,LUA-XX-XXX-FP and LND-10-0365, respectively, on the drawing,preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Please note that the land use action number for the final plat will be different from the preliminary plat and is unknown as of this date. Provide plat and lot closure calculations. Note what has been, or is to be, set at the corners of the proposed lots. Note all easements, agreements and covenants of record on the drawing. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Remove the building setback lines. Building setbacks are determined when building permits are issued. The city will provide addresses for the proposed lots after preliminary plat approval. \H:\FILE.SYS\LND\10\0365\RV010103.doc January 3, 2001 Page 2 On the final plat submittal, remove all references to trees, utility facilities,topog lines and other items not directly impacting the subdivision. These items are provided only for preliminary plat approval. Required City of Renton signatures (for approval of the plat) include the Administrator of Planning/Building/Public Works, the Mayor and the City Clerk. An approval block for the city's Finance Director is also required. The appropriate King County approvals need to be noted on the drawing also. The owner(s) of the subject property needs to sign the final plat document. Include notary blocks as needed. Include a declaration block on the drawing. The Native Growth Protection Easement requires an easement notice. See the attachment. Since the new lots created via this plat are under common ownership at the time of recording,the private ingress, egress and utilities easement shown is not an easement until such time as ownership of one of the lots is conveyed to others,together with and/or subject to specific easement rights. Because of the previous paragraph, add the following Declaration of Covenant language on the face of the plat drawing: DECLARATION OF COVENANT: The owner of the land embraced within this plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easement shown on this 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 plat. The private access easement requires a road maintenance agreement. See the attachment or include an equivalent substitute in the Homeowners' Association document. An updated Plat Certificate will be required, dated within 45 days of Council action on approval of the plat. Fee Review Comments: The Fee Review for this review of the preliminary plat is provided for your use and information. Order No. 410222 PLAT CERTIFICATE SCHEDULE A Page 2 LEGAL DESCRIPTION: Lot 4xof City of Renton Short Plat No. LUA 99-021-SHPL as recorded underARcorSiRg Number 19991110900001; said short plat being described as follows : Lot 72, Renton Co-Op Coal Acre Tracts No. 2, according to the plat thereof recorded in Volume 9 of Plats, page 27, in King County, Washington. END OF SCHEDULE A v i-JT "The Native Growth Protection Easement(NGPE)on this plat identifies the steep slopes. The creation of the Native Growth Protection Easement(NGPE)conveys to the public a beneficial interest in the land within the Easement Area. This interest shall be for the purpose of preserving native vegetation for the control of surface water and erosion,maintenance of slope stability,visual and aural buffering,and protection of plan and animal habitat. The Native Growth Protection Easement imposes upon all present and future owners and occupiers of the Easement area enforceable on behalf of the public by the City of Renton,to leave undisturbed all trees and other vegetation within the easement area. The vegetation within the NGPE may not be cut,pruned,covered by fill removed or damaged without express written permission from the City of Renton,provided however,that the owners of underlying property may install landscaping. The right of entry granted herein shall apply to the agents,representative and employees of the owners or subsequent owners of the underlying property." LiEW-- , =cam iLJ E3 & UP Lrf-' Note: New private exclusive easement for ingress, egress and utilities is to be created upon the sale of lots shown on this short plat. The owners of Lots shall have an equal and undivided interest in the ownership and responsibility for maintenance of the private access and utility easement. These maintenance responsibilities include the repair and maintenance of the private access roads, drainage pipes, any storm water quality and/or detention facilities within the 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. PROPERTY SEI :ES FEE REVIEW FOR SUBDIVISI1-- No. 2001 -063 . APPLICANT: kLIE f 'ill RECEIVED FROM (date) JOB ADDRESS: Z E.4.5 Sl-}4-1't t jC k ,d.1/> . S. WO# '78 7t S NATURE OF WORK: S-L I O1.1Ci 1 i A'(VVl U t L1�ol.l �t' -{� a LND# J -c)��5 �/ PRELIMINARY REVIEW O SUBDIVISION B LONG PLAT, NEED MO INFORMATION: LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. " PID#'s VICINITY MAP FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES SQUARE FOOTAGE OTHER PRELIMINARY FEE REVIEW DATED FRONT FOOTAGE SUBJECT PROPERTY PARENT PID# 72 .acaro-04,90 V NEW KING CO.TAX ACCT.#(s)are required when assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. The existing house on SP Lot# ,addressed as has not previously paid SDC fees,due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. - We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees,side sewer permits,r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER -O - t Latecomer Agreement(pvt)WASTEWATER -o - Latecomer Agreement(pvt)OTHER -o- Special Assessment District/WATER - - Special Assessment District/WASTEWATER /o- Joint Use Agreement(METRO) Local Improvement District *Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION -- FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE-WATER - Estimated #OF UNITS/ SDC FEE ❑ Pd Prey. 0 Partially Pd(Ltd Exem tion) 0 Never Pd SQ.FTG. Single family residential$ /unit x E350 4 $ 3 Mobile home dwelling unit$885/unit in park Apartment,Condo$665/unit not in CD or COR zones x Commercial/Industrial, $0.154/sq.ft.of property(not less than$1,105.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER_ Estimated ❑ Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd Single family residential$5160/unit x set.S • - $ z.,3 4< .00 Mobile home dwelling unit$610/unit x Apartment,Condo$455/unit not in CD or COR zones x Commercial/Industrial$0.106/sq.ft.of property x(not less than$760.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER '" Estimated ❑ Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd Single family residential and mobile home dwelling unit$535/unit x 4 385 S _ . I 9z5.O All other properties$0.183sq ft of new impervious area of property x (not less than$525.00) PRELIMINARY TOTAL $ $' 7,6G5,0o tD O W O Signatu f Revi mg Authority A ' n 9 *If subject property is within an LID,it is developers responsibility to check with the Finance Dept. for paid/un-paid status. Square footage figures are taken from the King County Assessor's map and are subject to change. W Current City SDC fee charges apply to EFFECTIVE January 4,2001 City of Renton Department of Planning/Building/Public WorKs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: o\ COMMENTS DUE: JANUARY 11, 2001 APPLICATION NO: LUA-00-161,PP,ECF DATE CIRCULATED: DECEMBER 27,2000 APPLICANT: King Construction PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Wilkinson Plat II WORK ORDER NO: 78765 LOCATION: 2245 Shattuck Avenue South SITE AREA: 40,920 sq.ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a .94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope,slide,erosion and coal mine hazards. The subject site was included as a shadow plat on the Wilkinson Short Plat(File No. 99-021)which was recorded in 1999. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet n 16i B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or ttprized Representative Date Routing Rev.10/93 --� CITY OF RENTON MEMORANDUM DATE: January 11,2001 TO: Lesley Nishihira FROM: Juliana Sitthidet SUBJECT: Wilkinson Plat II Application 2245 Shattuck Avenue South LUA-00-161 I have reviewed the application for this 5 lot short plat located in Section 19-23-5 and have the following comments: WATER • This project is located outside the Aquifer Protection Zone. • There is existing 8" water main located in Shattuck Ave So. See City of Renton drawings numbers W708 and W709 for engineering information. • A water main extension is required for this project. • The site is located in the 300-feet pressure zone. Static water pressure is 50 psi • Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and shall be located within 300 feet of the structure. This distance is measured along the travel route. Additional fire hydrants will be required as part of this project to meet this criteria. • Water System Development Charges of$1,105 per new single family parcel will be required for this plat.This fee must be paid prior to issuance of the construction permit for the plat. SANITARY SEWER • There is an 8"sanitary sewer main in Shattuck Ave So. • A sanitary sewer main extension will be required by this project. • Sewer from previous short plat of this area (LUA 99-021- Lots 2 and 3) are required to connect to the sanitary sewer main extension. More specifically, sewer from residences located at: 317 South 22nd Place and 311 South 22nd Place. • The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the plat. • System Development Charges of $760 per each new lot are required. The development charges are collected as part of the construction permit. C:\Permits\Wilkinson Plat II\PW MEMO Green folder.doc\cor DRAINAGE • A preliminary storm drainage plan per King County Surface Water Design standards has been submitted with the application, and was not accepted, requiring a revision by the applicant. • The proposed project is partially located on a potential erosion hazard sensitive area and as a SEPA condition water detention will be required for this project. The proposed Disperse Trench location is not accepted due to potential erosion problems and the proximity with of Seattle water main and Olympic Pipeline. • Water quality is required for this project. • The Surface Water System Development Charges of$525 per each new lot applies to the proposed project.The Development Charges are collected as part of the construction permit. STREET IMPROVEMENTS • Street lighting is required on the project site. • Street improvements on South 23rd Street are required. • The Traffic Mitigation Fee of$2,871 shall be paid prior to recording of the plat. GENERAL • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a Licensed Civil Engineer. • Cut and capping of existing utilities structures on site will be required as part of the demolition permit. • Separate permits for side sewers, driveway cuts and water meters may be required. When plans are complete three copies of the drawings,two copies of the drainage report, a construction estimate and application fee shall be submitted at the 6th floor counter.A fee worksheet is attached for your use,but prior to preparing a check it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. cc: Kayren Kittrick C:\Permits\Wilkinson Plat II\PW MEMO Green folder.doc\cor C4• + `<>>> _ _ • .fit _;:: ► 0.1 . 1\T* • }::iii:yN,y}�i is4i:-}}n.}-{.v-iirf.-}.`.rv:L:r..J.ivf{}.-+1-:'.K:.x.?.i}:vi32vii�rii:i-:iv..v'..:.�::n-::.::K+-Yx:-}•-:h-w::. nt. 6%tiri:}i+i�'}%fi:l:'v':j}yfvr:L:}::{:i,.._..r.rMv Y:•%i•�.L-:}:-"-}':-.e- .-O:.v::ri:v}.::{vf' }�-:i"-:��?4+M -8}•:xYi/nn-{ -•y •-{: .; :: •.: J .r. - :- ...{•:.v ....--ev:...:-..--...-.:.-:.::.. .i.;:•-K•-- ..++}... -..SL}:::�}{-w_}.`.-L.}:/i::tixrr'nv:i}�;• ryQ.}•:'-LYv:}v:::vn� f:vt-:Ym::•i�t'? {i �: ..-�:;. .,-• -.,:. ;. rr ...:} %4$' �:tiv :i � :y� i:.%' i{ii{:ii[.i•}fi-:v:;.:: Y-v}::2{i. _...Ark.-n•,,w •.•:r•}.v..n:- ..• .. � .:. :: .;i.: :: .. --y;•.+. -:-Xi-.:}-}{.-Cyr}iTiii-�.c}}:i::x:x. .::4M•}.rt.1:27Gv v:::'•:i3. :{' i'�}f-:-2{::-.,-%:v.}:-f--:-.v•A: 2 ,k:A}.:..,r_. T �� �!-�F���:Q. -: �vtV1� ��:;l� 'IQ-�� E�.:.h-_r::.:.:�..w : -�:, >�r.::t�:•:ii ,{� ..:nx...::-.}.:,;:t -.,:•.;:•}}:r:4.xt.}_t::;,::r::>:.:.:t.:,::•}:::t.:;::t� € c�� :-•.::.. .t:,7,..,•.:•:::i:.}::;�.^-.:y!C•h>:}r`'.-'.•::Ln:`•n,•ktr•.:ti; �r:-�::::::}:::x:,r:.::-::.4:;;a::t•:-.:x.-r.:-.:.a..r:r:..:.n....... .-r..i.:::.+-::..-..::.. --. .-. ',.-.-.....:.r....- Project Name W 11.14tta ,or\1 PLAT k Project Address ZZyS St rruc _ RV S. Contact Person -6ur:. k�tic , k<<ac� Cnosr. Address 2A07ZO SE 21(01* ST Mr>Pu.. VA.Luzy Phone Number '-125- U 3a —545 Permit Number l_uIN 00- I o Project Description st-sia.t.ow Pear sEG.oNc. ?NAR - of la.l 1•Uc.tauo.) C.R.e-A-R14&I 5 lays CAc.w. L1 Lars ) 1 SF'2 c'icmr03(1) Land Use Type: . Method of Calculation: Residential BITE Trip Generation Manual ❑ Retail ❑ Traffic Study Loal#k 6--otnot-) El Non-retail 0 Other 21 D) Restn JT1 A L, Calculation: .. L\ .S7 T1.tPS y x = .25 T2k�s 3S•Zg, x 415 =` Z..,81 1 . Transportation Mitigation Fee: '4 2,Bi l , Calculated by: 4‹. Date: 1IOZ/ j Account Number: 4 Date of Payment City of Reniwi, Department of Planning/Building/Public Wu,t ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: S�vcA � 'tc�� COMMENTS DUE: JANUARY 11, 2001 APPLICATION NO: LUA-00-161,PP,ECF DATE CIRCULATED: DECEMBER 27,2000 APPLICANT: King Construction PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Wilkinson Plat II WORK ORDER NO: 78765 LOCATION: 2245 Shattuck Avenue South SITE AREA: 40,920 sq.ft. BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a .94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope,slide,erosion and coal mine hazards. The subject site was included as a shadow plat on the Wilkinson Short Plat(File No.99-021)which was recorded in 1999. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More .._'. Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals _ Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where itional information is needed to properly assess this proposal. O/— / i --9-Sf Signatur f Director or Author' d Representative Date Routing Rev.10/93 • City of Renron Department of Planning/Building/Public Worics ENVIRONMENTAL & DEVELOPMENT .APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Ivt,,tAs cz,0 y--VaLii 01\ COMMENTS DUE: JANUARY 11, 2001 • APPLICATION NO: LUA-00-161,PP,ECF DATE CIRCULATED: DECEMBER 27,2 ,or APPLICANT: King Construction PROJECT MANAGER: Lesley Nishihira Skr+�, MbN n PROJECT TITLE: Wilkinson Plat II WORK ORDER NO: 78765 Dec LOCATION: 2245 Shattuck Avenue South . IJ4j, y 0 SITE AREA: 40,920 sq.ft. BUILDING AREA(gross): N/A U V4V/SiO N SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a .94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope,slide,erosion and coal mine hazards. The subject site was included as a shadow plat on the Wilkinson Short Plat(File No.99-021)which was recorded in 1999. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More ..— Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary • Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources • Preservation - . • Airport Environment - 10.000 Feet - 14,000 Feet B. POLICY-RELATED COMMENTS • • • C. CODE-RELATED COMMENTS • We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w additional informati is needed to properly assess this proposal. a/'- I I-Lo 1 Sig re of Director or A orized Representative Date RouUn Rev.10/93 City of Ren. Department of Planning/Building/Public We.,.," ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: p'An COMMENTS DUE: JANUARY 11, 2001 APPLICATION NO: LUA-00-161,PP,ECF DATE CIRCULATED: DECEMBER 27,2000 APPLICANT: King Construction PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Wilkinson Plat II WORK ORDER NO: 78765 DEVr�OPMEW LOCATION: 2245 Shattuck Avenue South r?� RC/P� NI SITE AREA: 40,920 sq.ft. I BUILDING AREA(gross): N/A DEC 2 9 4 jnn uu SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat appRCEI D subdivision of a .94-acre site into five lots intended for the eventual development of detached single family homes. The property i designated on the City's Critical Areas Maps as containing slope,slide,erosion and coal mine hazards. The subject site was included as a shadow plat on the Wilkinson Short Plat(File No.99-021)which was recorded in 1999. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS . «chlotC: We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w ere additional inform ion is needed to properly assess this proposal. 01- I/ -0 / Si ture of Director r Authorized Representative Date Ro ng Rev.10/93 --- City of Renton Department of Planning/Building/Public 14ruind ENVIRONMENTAL & DEVELOPMENT .APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: t''MLS COMMENTS DUE: JAFII UARY 11, 2001 APPLICATION NO: LUA-00-161,PP,ECF DATE CIRCULATED: DECEMBER 27,2000 APPLICANT: King Construction PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Wilkinson Plat II WORK ORDER NO: 78765 ,`�^ # 4,, , 11 LOCATION: 2245 Shattuck Avenue South z r SITE AREA: 40,920 sq.ft. I BUILDING AREA(gross): N/A DEC 9 7 nn„ ct,UU SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Prelimin�ry�);(p/apprgyEINfrpg the subdivision of a .94-acre site into five lots intended for the eventual development of detached single family homes!iVThp grpperrttlis designated on the City's Critical Areas Maps as containing slope,slide,erosion and coal mine hazards. The subject site was included as a shadow plat on the Wilkinson Short Plat(File No.99-021)which was recorded in 1999. A. ENVIRONMENTAL IMPACT(e.g.Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More '— Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet a2-)&(/Cli-e6)4:711-1j74- B. POLICY-RELATED COMMENTS \c /11/1/iL /7/6 d22)010-&7t ice ,eld- C. CODE-RELATED COMMENTS • a4 p a- % /Z1 /4' We have reviewed this application wit particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whe additional information i eded to properly assess this proposal. 7��'st—� 130l Sig ture of irector or Authori e epresentative Date Routing Rev.10/93 A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS "It is anticipated that the proposed development would generate future residents that would utilize existing City park and recreation facilities and programs. The City has adopted a Parks Mitigation Fee of$530.76 per each new single family lot to address these potential impacts." City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT .A•PPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Lc.oarr)vv�•,r �.Qve.,1gJ--COMMENTS DUE: JANUARY 11, 2001 APPLICATION NO: LUA-00-161,PP,ECF DATE CIRCULATED: DECEMBER 27,2000 APPLICANT: King Construction PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Wilkinson Plat II . WORK ORDER NO: 78765 . . LOCATION: 2245 Shattuck Avenue South SITE AREA: 40,920 sq.ft. I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a .94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope,slide,erosion and coal mine hazards. The subject site was included as a shadow plat on the Wilkinson Short Plat(File No.99-021)which was recorded in 1999. _-_- A. ENVIRONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary - • Earth Housing , Air Aesthetics , Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation , Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation . Airport Environment . 10,000 Feet • - 14,000 Feet , B. POLICY-RELATED COMMENTS •—• N O t?O1 c,Y i SsC)L� 1-10ez_..S -12•11 rc C—.. P L-14111 ni lruc` .—. C. CODE-RELATED COMMENTS . We have ' ed this-appli ion with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas additio t-informatio needed to properly assess this proposal. 19/0 j . Signatu of 'ector or orized Representative Date Routing Rev.10/93 h • City of Ren ivr, Department of Planning/Building/Public Wu,na ENVIRONMENTAL & DEVELOPMENT .APPLICATI.ON REVIEW SHEET REVIEWING DEPARTMENT: FI rk-Pfe.v-e_A-fi or\ COMMENTS DUE: JANUARY 11, 2001 APPLICATION NO: LUA-00-161,PP,ECF DATE CIRCULATED: DECEMBER 27,2000 APPLICANT: King Construction PROJECT MANAGER: Les nl hEralD LS 0 V "+l PROJECT TITLE: Wilkinson Plat II • WORK ORDER NO: 78765 LOCATION: 2245 Shattuck Avenue South . . • 2 DEC 2000 SITE AREA: 40,920 sq.ft. BUILDING AREA(gross): /A CITY ENTON SUMMARY OF. PROPOSAL: The applicant is requesting Environmental (SEPA) Review a d Prelimir bi OF.q l for the subdivision of a .94-acre site into five lots intended for the eventual development of detached hte ratnily liuniea. Thy p 1. #die-- designated on the City's Critical Areas Maps as containing slope,slide,erosion and coal mine hazards. The subject site was included as a shadow plat on the Wilkinson Short Plat(File No.99-021)which was recorded in 1999. • ..._ X A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More .'" Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation _ Environmental Health Public Services Energy/ Historic/Cultural Natural Resources • Preservation • Airport Environment • • 10,000 Feet - 14,000 Feet i 0 X . B. POLICY-RELATED COMMENTS /0 41 . • • • C. CODE-RELATED COMMENT £ orn'iu,f/5 }$ e ���� We have rev wed this appli :tion with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where dditional info i ion is needed to properly assess this proposal. a 1� a 9 0V Signat to Director or Authorized yepresentative Date • Routing - Rev.10/93 --- on et . ® , �- 1VTC CITY OF RENTON � FIRE PREVENTION BUREAU MEMORANDUM DATE: December 29, 2000 TO: Lesley Nishihira, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Wilkinson Plat II, 2245 Shattuck . S. MITIGATION ITEMS; 1. A fire mitigation fee of$488.00 is required for all new single family structures. FIRE CODE REQUIREMENTS; 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structures. 2. Access roadway requires 20 Foot paved roadway with an approved fire department turnaround. Post both sides of the street No Parking. Please feel free to contact me if you have any questions. City of Renton Department of Planning/Building/Public Worka ENVIRONMENTAL & DEVELOPMENT .APPLICATI.ON REVIEW SHEET REVIEWING DEPARTMENT: (jjy r1 u.c iclA /VA(AS COMMENTS DUE: JANUARY 11, 2001 APPLICATION NO: LUA-00-161,PP,ECF DATE CIRCULATED: DECEMBER 27,4000 APPLICANT: King Construction PROJECT MANAGER: Lesley Nishihirarr 0 ENTON • . PROJECT TITLE: Wilkinson Plat II WORK ORDER NO: 78765 LOCATION: 2245 Shattuck Avenue South DEC 2 . Z��o BUILD SITE AREA: 40,920 sq.ft. I BUILDING AREA(gross): N/A I1V17 ufVVISION SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of a .94-acre site into five lots intended for the eventual development of detached single family homes. The property is designated on the City's Critical Areas Maps as containing slope,slide,erosion and coal mine hazards. The subject site was included as a shadow plat on the Wilkinson Short Plat(File No.99-021)which was recorded in 1999. A. ENVIRONMENTAL IMPACT(e.g.Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More .— Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth - Housing Air • Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment . . 10,000 Feet . 14,000 Feet B. POLICY-RELATED COMMENTS ..- • C. COD -RELATED COMMENTS 1 "6444.4"4--'717. /-7-44-1.-61-"I' We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas w re additional information is needed to properly assess this proposal. -- ......, /fr7)-14 ignature of Dire or or Authori d Representa ye Date • Routing Rev.10/93 —• Lesle Nishihira- Part.001 Page 11 Dear Steve, I am writing you in reference to the proposed land use project LUA-00-161,PP,ECF. I am opposed to the proposed land use. I live at 2135 Shattuck Avenue and have seen first hand the problems builders have had in constructing houses on the adjacent hillside. At times they were in danger of having some of the houses slide down the hill. Further development in this neighborhood will only make matters worse and may endanger some of the existing homes. Please do not permit the construction of more homes in this unstable area. Sincerely, Wilbur(Dave)Green 2135 Shattuck Avenue South Renton,Washington 98055 (425)793-8790 davegreen@earthlink.net • S O. >`< > <> DEV.ELOP..,MENT:SERVICES DiVISI N .:..::::.:�:.;;:;:.::.;::<.:;>.;>::.;:;:::>:.:<::;:<;::>:;:::.;;;::.:.:::;:.>:.;;.:::•.;.:;.: .: . OW. �:::: .::.: ...: = ...::: U:RRO.UN DI N G:.:PROPERT .:..::. 1ST::...OF:::S:.. ... ::..:.:...:: .::::. .:..:.::::::::::.::::::.:.::::.:.:...:::::.:::::::.::::::::::::::::...:::.::::::::::::.::.:::...::::.::::.:.:.:.:....:::.:.::.�.::::.::::::::.:,:.:: <:<>::»;>;:>::>;:;::<::::<:>::>::::::>::»;:>:«:>;:<::»:�;�<:»:::::><:>::»::>::::» :<::::••::.. a sub a ct:sit ... ...... • PROJECT NAME: WILKINSON PLAT II APPLICATION NO: LUf " CC " 11,01) PP} L Ci4- The following is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL NUMBER NAME . ADDRESS • CITY ST ZIP PARCEL NUMBER James &Beverly Banker 405 S. 7th St. #201 Renton " . WA 98055 192305-9002 City of Renton 1055 S. Grady Way Renton WA 98055 192305-9016 Bonnell Family LLC . 9631 SE 7th St. Bellevue . WA 98004 192305-9073 • • Spieker Properties LP 1150 114th Ave SE Bellevue WA 98004 192305-9076' Raymond Rosa • 307 S 195h St. , Renton - WA. 98055 722200-0140 Raymond Rosa 307 S 195h St. Renton WA• 98055 722200-0140 Circle.Cross &Assoc . PO box 1934 - Renton_ WA 98057 722200-0146 Mariane.Johnson 220 N. Albert St. Port Angeles WA 98362 722200-0150 Kirk Funk ••• 2209 Talbot Rd S. •Renton WA 98055 722200-0160 Not Available • • . I '2226 Shattuck Ave S. Renton WA 98055 722200-0160 Marc--Malloy 2224 Shattuck Ave S. Renton WA . 98055 . 722200-0162 . George Schout - 2215 Talbot Rd S. Renton . WA. 98055 722200-0163 David Milner 2115 Talbot Rd S. Renton • WA 98055 722200-0165 . • • Not Available • 2202 Shattuck Ave S. Renton WA 98055 722200-0166 Theodore &Janice 8412 S. 124th St. Seattle .WA 98178 722200-0167 Tutaan Angle Julia Elaine Read 2203 Talbot Rd S. Renton WA 98055 722200-0168 Tollie Hill . PO Box 838 Renton WA 98057 722200-0170 • David Milner 2115 Talbot Rd S. Renton WA 98055 722200-0171 Lillian Fujioka 2120 Shattuck Ave S. Renton WA 98055 722200-0172 Roger& Michele 2110 Shattuck Ave S. Renton WA 98055 722200-0173 Hopkins Frederick&Teri Katzer 2103 Talbot Rd S. Renton •WA 98055 722200-0175 Not Available 26720 SE 126t" St. Maple Valley . WA 98038 722200-0427 Not Available 26720n SE 216th St. Maple Valley WA 98038 722200-0428 MJF Holdings Inc. 215 E. Meeker St. Kent • WA 98032. 722200-0429 Victorino &Angela Lim 2209 Morris Ave S. Renton WA 98055 722928-0100 Not available • 7517 Greenwood Ave Seattle WA 98103 722922PUA8 0 0 N ®EV ININ C N OF RENTON (Attach additional sheets, if necessary) , DEC 1 4 2000. RECEIVED !I • (Continued) . i NAME • ADDRESS ASSESSOR'S PARCEL • NUMBER SEE ATTACHED Applicant Certification I. bartn.c ec-ee-K , hereby certify that the above list(s) of adjacent property - (Print Name) owners and their addresses were obtained from: • ❑ City of Renton Technical Services Records lam'-Title Company Records ❑ King County Assessors Records • Signed flYvN-c.c_1r l���o�� Date 7�3/�D� MELVIN L. GRIFFITHS STATE OF•WASHINOTON • NOTARY NOTARY----PUBLIC 1 ATTESTED: Subscribed and sworn before me, a Notary Public, in and for the ft t►> tgtF r?•1-01f residing at Ai VA` 6y on the 3 J day of a'vI-y Sig n e d•PO e,e_ , �. el_ti;1 1401., (Notary P ic) .. .. ...,... .,:..::.... :: ;,.: .:.;:: . n ...e... ......... ..... .. >::: : ;:.�..;::.�..:"` For.Clty.of Renton Use*r�,.::;°, .: ° .:` ::.;; .::..>.::=.:: :.::::::::�;<;�> >�:::;:<:::>. • ..CERTIFICATION OF:MAILI •,;,> : ::.: .. .,.;. :....;.�..._ ...- r;::.:: I, In i .:>•::.>:::...<•.:: hereby.certifythat notices of:the`'proq s : :,.' •t o LtC:; ..; :::`: :', Ci Em to ee *:,<: : ': :.::>;>;::>:.::::'»::::•:::�:s::;:< %i::. :;> :>:<.;:;::;::;:>•.::::»:::;:.>;::::.. ..: :: . . .. .. .......... . each:listed ro ert owner:.o >::. : -`.'.::: :;:.:;>.;:..::::.::.:;:::...:::;::::;:•:>:<.:.>:::.: >. :: :.:�i],2,:i::: ..:::: .;:.: I?:..<:.;P:. Y<:. ;....:: . ...: / ..::::.::z.:i:.>::.::: ..; _ Ct! tI 1 ltJ•• fPtl l 5:::„„:..„,:»..,..<.:. • ......... ... ..... ....... Sign...... : - .....:.:.:.::<:>:.::::::::.:::::Date. .::::::.::.:;::.;:..... :::.; :.::.::.:_;::....,. : .><_:;>:.;>::>::<>;::>:>>::.::>..;: ATTFs ::.:•Subscribed and sworn• before me•-a•Notary P.ub ` `.in and forthe.State of.Washington:residing t'da of at .. :. :. . . .: on the ...:•••.:..::... . :..•... . . • :...�.:..: si ... .... ................ ... ................ .. :.:.:::....:...... listprop.doc '-� REV 07/98 MARILYN t<PMCHEFF MY APf'="f4TMENT.. EXPIRES:6-29-03 2 Family LP Feuerborn 7517 Greenwood Ave Seattle WA 98103 722928-0090 S. Not Available PO Box 53312 Bellevue WA 98015 722928-0100 Not Available 2208 Talbot Rd S. Renton WA 98055 722928-0110 Richard Olin 2320 Talbot Crest Dr. Renton WA 98055 855700-0010 S. David&Kara Hinman 2323 Talbot Rd. S. Renton WA 98055 855700-0020 Isaiah&Velecia 2332 Talbot Crest Dr. Renton WA 98055 855700-0030 Williams S. Not Available 2402 Talbot Crest Dr. Renton WA 98055 855700-0040 S. William Wolsted 407 S. 23 Rd St. Renton WA 98055 855700-0140 Not Available 401 S. 23xd St. Renton WA 98055 855700-0150 P B Mortensen PO Box 89 Renton WA 98055 855700-0160 Chirsty& Steven 2325 Talbot Crest Dr. Renton WA 98055 855700-0170 Henderson S. Wilfredo & Teofila 2331 Talbot Crest Dr. Renton WA 98055 855700-0180 Magno, Hansel & Princ S. Magno Karmla& Christopher 2337 Talbot Crest Dr. Renton WA 98055 855700-0190 Saunders S. William Frangello 2401 Talbot Crest Dr. Renton WA 98055 855700-0200 S. Not Available 2123 Shattuck P1 S. Renton WA 98055 855740-0005 Not Available 3802 H. St.NE#8 Kent WA 98031 855740-0025 N. Lee Smith „ 2125 Shattuck Ave S. Renton WA 98055 855740-0030 Wilbur&Mary Green 2135 Shattuck Ave S. Renton WA 98055 855740-0035 Not Available 2715 64th Ave NE Tacoma WA 98422 886050-0140 Not Available 2715 64th Ave NE Tacoma WA 98422 886050-0150 Not Available - 2715 64th Ave NE Tacoma WA 98422 886050-0160 Not Available 2715 64th Ave NE Tacoma WA 98422 886050-0170 Not Available - 2715 64th Ave NE Tacoma WA 98422 886050-0180 Not Available 2115 Davis Ave S. Renton WA 98055 886050-0190 Not Available 7517 Greenwood Ave Seattle WA 98103 886050-0200 N. Not Available 2115 Davis Ave S. Renton WA 98055 886050-0210 Not Available 2715 64th Ave NE Tacoma WA 98422 886050-0220 Not Available 2715 64th Ave NE Tacoma WA 98422 886050-0230 Pacific Huts & Castles 1420 NW Gilman Issaquah WA 98027 886050-0240 Blvd Not Available 2715 64th Ave NE Tacoma WA 98422 886050-0350 • - U'C).$) -• 3. The applicant will be required to pay the app' ':rrafnc Mitigaverage daily trip associated with the project . + 4. The applicant will be required to comply with',__i,mmendations contained with the Geotechnical Report • submitted with the land use application. �Y O ation Fee based on a rate of$75.00 per new 5. The applicant will be required to Install erosion control measures to the satisfaction of the Development Services • 'N'P� Division. ' ' NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON- • SIGNIFICANCE—MITIGATED(DNS-M) . DATE: December 28,2000 - LAND USE NUMBER: LUA-00-181,PP,ECF APPLICATION NAME: WILKINSON PLAT II Comments on the above application must be submitted in writing to Lesley Nishihlra,Project Manager,Development I • Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on January 11,2001.This matter is also • PROJECT DESCRIPTION: The applicant is requesting Environmental(SEPA)Review and Preliminary scheduled for a public hearing on February 20,2001,at 9:00 AM,Council Chambers,Seventh Floor,Renton City Hall, . Plat approval for the subdivision of a.94acre site Into five lots Intended for the eventual development of '-• 1055 South Grady Way,Renton.If you are Interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled.If comments cannot be submitted in detached single family homes. The property Is designated on the City's Critical Areas Maps as containing writing by the date Indicated above,you may still appear at the hearing and present your comments on the proposal . slope,slide,erosion and coal mine hazards.The subject site was Included as a shadow plat on the Wilkinson before the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and Short Plat(File No.99-021)which was recorded In 1999, receive additional Information by mall,please contact the project manager.Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. PROJECT LOCATION: 2245 Shattuck Avenue South • • OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M):As the Lead Agency,the City of CONTACT PERSON: LESLEY NISHIHIRA(425)430.7270 Renton has determined that significant environmental Impacts are unlikely to result from the proposed project. Therefore,as permitted under the RCW 4321C.110,the City of Renton is using the Optional DNS-M process to give •' notice that a DNSM is likely to be Issued.Comment periods for the project and the proposed DNS-M are integrated into ( - a single comment period.There will be no comment period following the Issuance of the Threshold Determination of f PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION Non-Significance-Mitigated(DNS-M).A 14-day appeal period will follow the Issuance of the DNS-M. f PERMIT APPLICATION DATE: December 14,2000 NOTICE OF COMPLETE APPLICATION: December 28,2000 • a• I"I I-j 1°°;--6:1 - -aa O 1 a4 ,4F4 -�" ' I-J y " Permits/Review Requested: Environmental(SEPA)Review,Preliminary Flat Approval • _ 7y- . 0 m "' -ids r•0 0 6 Zz Other Permits which may be required: Construction Permits,Building Permits ._ C-: 6� .r'[_R .�5,�'7 a D ®'e, _.. • . Requested Studies: Geotechnlcal Report,Drainage Report no " sr L.i�3s(/s y,�� • z. • 6. Location where,application may •- MO 0a'0 r'm vac ,L TTt ��_"m= -WI ' i zo Q' be reviewed: Planning/Building/Public Works Division,Development Services Department, -' e r I -' A� 1055 South Grady Way,Renton,Wq 98055 ''....7--0 • PUBLIC HEARING: Public hearing scheduled for February 20,2001,before the Renton Hearing • 9 O. . 1'- Examiner In Renton Council Chambers.Hearings begin at 9:00 AM on the 71h = • a ..,•!� a 3 • floor of the new Renton City Hall located at 1055 Grady Way South. -=-a. ; „ t dO i ❑ b oil 0 C) z •- -.le • CONSISTENCY OVERVIEW: - I- rt v .Ep 4 [jr., ❑ I -t Land Use: The subject site Is located within the Residential-8 dwelling units per acre'(R-8) 't, ' -q T4 j f7 q -1xa--- za zoning designation and the Residential Single Family designation of the City's „ Q. vr_s..-°u m I ,:�;,Comprehensive Plan Land Use Map.The proposal for five lots on the.94 acre •ite would arrive • at a density of 5.49 dulac(after the deduction of sensitive _ SiaQ 4 'yay.0- n -nl areas),which Is within the range prescribed by both of these land use j E 4e ®O 0 ['r.,, .4-- 11-_ - 4- designations. °. = 9.°.: .., 'It' •_.._._. ._._..-r--.�._� Environmental Documents that —G. r�a�• ^�"' _'="='=r— =ter'•, ,• - /1 y -- ° Evaluate the Proposed Project: N/a = ' �' u^ -,•„ 5. r t' ` _. • Development Regulations —• - �;,' t` ° Used For Project Mitigation: The project will be subject to the City's SEPA Ordinance,Zoning Code, • - 0{ 0 7"t'� `. Tnoma.reuse • Subdivision Regulations,Critical Areas Regulations,Public Works Standards, • Ls ti 2i"y ,-•�;:' dy°pyn • • Uniform Building Code,Uniform Fire Code and other applicable codes and •- j yIII ^-•. regulations as appropriate. - ys4 0^M�� 11 Proposed Mitigation Measures: ly•.i 4 'd iiriN " c l e 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on a rate of$488.00 per new + B —'-- ,. rr SCAM r INC `:• . r "� 1. °r single family home. g , �' 'Gl" 100• 2. The applicant will be required to pay the appropriate Parks Mitigation Fee based on a rate of$530.76 per new £ 1'�a i-0 s z TN single family home. t .• j c• (>(II ,3.[{_ y {[1 ' NOTICE OF APPLICATION E e p m li tt� ��-S!�S .Ys"J :�4 �• 21 CERTIFICATION — . - I, 1)1/arcp,,Ozi'ace,„) , hereby certify that 3 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on . 0.cc,. �v/ Zoo 0 • Signed: A1'1'LST: Subcribed and worn before me,a Nortary Public,in and for the tate of Washington residing • u , on the 10,ra.. day of a,op, . 'L =NOTARY • PUBLIC WASHINGTON y4 KAMCHEFFON EXPiRE$ MY J)PPOINTMENT EXPIRES:6-290320, 2003 '. RE TON• • P.lamm� •B ildiii iPublic Works De artment - g� u g� P Jesse Tanner Ma or. -'•: ;, : . Gregg Zimmerman.P.E:,''Administrator _ December 28.`2000 Mr.S •hupe'Holmberg Baima & Holmberg, Inc. . • 100 Front Street south Issaquah WA _98027.-3817. SUBJECT: Wilkinson Plat II Project No. LUA-00-161,PP,ECF Dear Mr: Holmberg: :'The Development. Planning Section of.the City Of:'..Renton :has-.‘determined that'th-e subject:application is°complete'according.to;.submittal:requirements";and„therefore, is. accepted for review. It is'tentatively scheduled for consideration'by the Environmental.Review Committee on. January 23, 2001. Prior to that review;you'will be notified if any additional information is required to continue processing your application. '`. A Public Hearing will beheld by the Renton Hearing Examiner at his',regularmeeting in • the Council Chambers on the seventh:floor:of City,Hall, on .February20, 2001 at 9:00 • - 'AM to consider the proposed Preliminary Plat.:The applicant or:representative(s) of the • applicant is required to be present_at the public hearing.;.A copy of the staff report will be' . . mailed to you one week.-before the 'hearing—, If the Environmental ,Determination appealed, the appeal will be heard as part of this public hearing. :` '; `."' .. , Please contact me,'at.(425)430-7270,if you have any questions. ncerel 'Lesley Nishi it 'r - ae-.Project M an r'.P 9 - 1 er:' c� king Constru ction/Own - c g - _ 1055 South Grady Way RentoP Washington 98055 = . y, . :::::. ::. ................. ..................................... ...............:.:............ • .....:.:::::::::.:.:............P.ROP.ERTY..OWNE.R( ..�.............:..::::.�.::.�:::::::::. ....::.....: '>�"teasa'att ote #ff:ere<s� rioratt�sri<pe`.Ie'sl'`;owneft..P.::•::::::::•::.:::::::::::::::::.:::::.;"::::::::::::. .... PROJECT OR DEVELOPMENT NA ME:E: :natanzed:'Master<Applicat(on'.:foG<each:own .... ........ NAME: Bud King, King Construction W eNSah) Pk* 3 PROPERTY/PROJECT ADDRESS(S)/LOCATION: - ADDRESS: 2245 Shattuck Ave S. 26720 SE 216th ST. • KING COUNTY ASSESSOR'S ACCOUNT NUMBEFi(S): CITY: Maple Valley ZIP: 98038 722200-0430 also known as Lot 4 of ' Wilkinson Short Plat, File No. LUA-99-021 . TELEPHONE NUMBER: 425-432-5456 EXISTING LAND USE(S): Residential • :>:><:<:::>AP FL 1..CANT<f fo t tie rt Ea tt;o:.:.::: ar :.:::::::.:::: PROPOSED LAND USES: NAME: ' Subdivision 5 Lots COMPANY(if applicable): • EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: . ' Residential — Single Family ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): . • Residential — Singled ONIENT PLANNING • CITY: ZIP: EXISTING ZONING: CITY OF RENTON R-8 DEC 4. 4 2000 TELEPHON• NUMBER: • PROPOSED ZONING (if applicable): RECEIVED • • ap." ;'• -E:A•R •X rt. OR ACREAGE): NAME: Shupe Holmberg 40';920 '• COMPANY (if applicable): '; •'„ PROJECT VALUE' '74 '• -�`„�';,. g ik Baima & Holmberg, Inc. .. • tyb r•n ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? 100 Front St. South No CITY: Issaquah, WA ZIP: 98027-3817 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY • SENSITIVE AREA? TELEPHONE NUMBER: 425-392-0250 Coal Mine Hazard • 1 .......,....................................�..:......::::.:�.:::.:..:�:.:�.�::::::.:::::..:1�;;C'1.E.;PRC)PERTY;;{At�s:ch::::sc era <: >:.:.>: ...........:::....:::::.:.:::::.:.::.:. ..::.:.: e.;sheet f.,; .c ssar.:;.I„....:;::>«::...„. :::::::„....>:...„..::::; LOT 72, RENTON CO—OP COAL ACRE TRACTS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON. SW4 SE4 19-23-5 ALSO KI4OWN AS LOT 4 OF THE WILKINSON SHORT PLAT, FILE NO. LUA-99-021. f ..:T::s.a• :. 51 APPLICATION �1;:::F:;; ::;;;s ; 3` ' 5 ': t ''. 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(FROM SECTION: • ) _ PRELIMINARY _WAIVER $ 'FINAL _WETLAND PERMIT $ — ROUTINE VEGETATION - MOBILE HOME PARKS: $ MANAGEMENT:PERMIT • . $ • _ BINDING SITE PLAN $ -. SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ • • CONDITIONAL USE $ _ VARIANCE .$ • _ EXEMPTION $No Charge ENVIRONMENTAL REVIEW $ _ REVISION $ — • . I, (Print Name) eua w1iv►G , declare that I am (please check one)_the owner of the property involved in this application,_the authorized representative tolact for the property owner(pleawitach proof of authorization), and that the foregoing statements and answers herein contained and the information herewith submitted are �eyjey�t Yree and correct to the best of my knowledge and belief. �°" �, coo j co NOTARY ,rI TTEST: Subscribed and sworn to before me, a Notary Public,in and / r �,e,� r the State of 1.1.ks ,ar({b�residing at ( ame of Owner/ resentative) I i it-S56L ua-1•L , on the Lp day of (Signature of Owner/Representative) ga,r. mow- .--i. , /6„."7,45a ......... 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The property is located on the west corner of S. 23rd Street and Shattuck Avenue S. The site lies west of the Renton Place Div. 2 subdivision, east of Valley Vue Estates subdivision, north of Talbot Crest subdivision and south of Talbot Heights Addition. The total area of the site is 40,920 square feet. The site is zoned R-8 residential. Existing property use to the north, east, south and west is residential. Currently there is a house and storage shed on the site that will be demolished. Single- family homes are currently.being developed on Lots 1, 2 & 3 of the Wilkinson Short Plat. Any offsite improvements will be as required by the City. The City has required improvements on street frontages S. 22nd Pl. and Shattuck Ave S.; curb, gutter sidewalk, street paving and street lights. The private road will require 20 feet minimum width street paving and surface drainage system to control water run-off. Soil type is Beausite and there are no apparent drainage problems. A drainage report has been prepared to address the overall drainage. No excavation or tree removal is proposed at this time. DEVELOPMENT PLANNING CITY OF RENTON DEC 1.,4 2000 RECEIVED CITY OF RENTON . ':`: . DEVELOPMENT SERVICES DIVISION .' .A IT OF INSTALLATION FFI�DAV r O, F .......: . .. PUrBL _- ;;; I R TI IGN S STATE OF WASHINGTON ) COUNTY OF KING ) jCD K1 t JC , being first duly sworn on oath, deposes and says: 1. On the :2-94 day of f k - ,2000 ,I installed . / public information sign(s)and plastic flyer bo on the pjoperty located at ShaA!/ct ' S for the following project: W i L.O/ Se) O(21 PLAT" Project name 1 Owner Name 2. I have attached a copy of the neighborhood detail map marked with an"X"to indicate the location of the installed sign. 3. This/these public information sign(s)was/were constructed and installed in locations in conformance with the requirements hap 71,4 of Renton Municipal Code. r Installer Sign • SUBSCRIBED AND SWORN to.before me this 6y,IdaY o • ,20 . • s?.) NOTARY PUB I in n for the State of Washington, residing at ,,,, My commission expires on /D— ��0-1- PUBSIGNS.DOC REV.05100 • 12 5. Responsibility for Installation, Maintenance and Removal: The applicant shall be solely responsible for the construction, installation, maintenance and removal of the sign(s) and the associated costs. The applicant must install the sign(s) within one week of the date of application and provide the Development Services Division with a notarized "Affidavit of Installation of Public Information Sign(s)" in order for the application to be considered complete. The applicant is required to maintain the notice board in good condition until the final City action on the proposal. The sign(s) must be removed within a week following the end of the appeal period after the final Council or Examiner decision. If the sign is removed prior to the final action of the Council or Examiner, the applicant is responsible for immediate replacement of the sign. 6. Responsibility for Update of Sign and Installation of Notices of Environmental Determination and Public Hearings: Once the basic sign, laminated site plan, and plastic case have been installed by the applicant, the Development Services Division will post a laminated notice of the project's acceptance at the site as well as fill the plastic case with loose copies of the same notice. The Development Services Division will subsequently be responsible for posting any environmental determination, notice of hearing, and final decision. Several local companies that provide laminating services are Graphics Laminating (425- 251-3583), Highland Packaging Center (425-226-7573), and Kinko's Copies (206-244- 8884). 7. Return of the Plastic Flyer Case to the Development Services Division: The plastic case must be returned to the Development Services Division (6th Floor) prior to plat recording. • 11 111411 I. rri:;•iii:?^i:.i}:J;:::::::+{::::::n....• .r}i};};}:•:n�:i:.�.�::::f:v....................../............. :!4:. ?• ???L: fonertion.:!�}tii}i}::i:?:???•{}:?:?^}i:}L };?•}�:tii:ti^i i?iv:vpi}}ii:::+:::i .: :.....•` ....................................::::::::-w:.v... ...fff ..}:• r:::::'r.:•S:::i:jii}i::} :ii:}:i F:. ............ x::::::::::::::::w:::x.w::::;•:r::.}};•}iF..}}}:.}i:.i::::..�r.fy:::.:::::::.. .:.. v:. ,„„„„„„ -----------"""""••••••••••••"- • • T • 1. Gross area property: 1. LI0, 12CD square feet 2. Certain areas are excluded from the calculation. These include public roadways and sensitive areas*. Total excluded area: 2. square feet • 3. Subtract line 2 from line I for net area (or total of lot areas): 3. /m ,zo square feet 4. Divide line 3 by 43,560 for net acreage: 4. ©. Li acres 5. Number of dwelling units (d.u.) planned: 5. .S units 6. Divide line 5 by line 4 for net density: - - 6. .5" 3 d.u./acre ,5-- lots would result in a net density of S,3 dwelling units per acre. * Sensitive areas are defined as "areas not suitable for development which are included within the City's greenbelt, geologically hazardous, wetlands, or flood plain regulations." (City Code Section 4-31-2: Definitions DENSITY.DOC ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Act (SEPA),, chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. A. Background 1. Name of proposed project, if applicable: Wilkinson Plat ll 2. Name of applicant: Bud King 3. Address and phone number of applicants and contact person: Applicant: Contact: • Bud King Baima & Holmberg Inc. King Construct on Shupe Holmberg, PE, PLS 26720 SE 216 St. 100 Front Street South Maple Valley, WA 98038 Issaquah, WA 98027-3817 (425) 432-5456 (425) 392-0250 4. Date checklist prepared: December 4, 2000 5. Agency requesting checklist: Renton Development Services Division 6. Proposed timing or schedule (including phasing, if applicable): Construct summer/fall 2001 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? If yes explain: No DEVELOPMENT PLANNING CITv OF RENTON DEC 1 2000 ECEIVED 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: A Geotechnical Report was prepared by Geo Engineers to address steep slopes, potential erosion hazards and potential coal mine hazards on the site 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the -property covered by your proposal? If yes Explain: No. 10. List any government approvals or permits that will be needed for your proposal, if known: City of Renton approval of engineering plans and building permits. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) Develop one existing parcels in to 5 single family residential lots. The area of the site is 40,920 square feet (0.94 acres). 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range of boundaries of the site(s). Provide a legal description, site plan. vicinity map and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Site is located at Shattuck Ave S .& S. 22nd Place in the City of Renton, in the SE quarter of Sec. 19, Twn. 23 North, Rge. 5 East, Tax Lot No. 722200-0430. TO BE COMPLETED BY APPLICANT B. Environmental Elements 1. Earth a. General description of the site (circle one) Flat, rolling, hilly, portion steep slopes, mountainous. other b. What is the steepest slope on the site (approximate percent slope)? 60 2 c. What general types of soil are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland: Beausite Sandy Gravelly Loam. d. Are there surface indications of or history of unstable soils in the immediate vicinity? If so, describe: The Renton critical areas ordinance shows that the site is in an area that is mapped as a landslide, erosion and coal mine hazard area. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill: Approximately 250 Cu Yd of onsite grading for access road. f. Could erosion occur as a result of clearing, construction or use? If so, generally describe: Yes, erosion could occur during construction. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 35% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Silt fabric fencing, sedimentation ponds, and swales will be utilized during construction. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known: Emissions from construction equipment, dust during construction. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe: None. 3 c. Proposed measures to reduce or control emissions or other impacts to air, if any: Construction equipment will meet current State and Federal emission requirements; dust control (water) will be provided during construction. 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (includingyear-round and seasonal streams, saltwater, lakes, ponds and wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into: None. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans: NA 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface waters or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material: NA. 4) Will the proposal require surface water withdrawals or diversions? Give general description , purpose, and approximate quantities if known: NA. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan: No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge: No. b. Ground Water: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known: NA. 4 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage: industrial. containing the following chemicals...: agricultural: etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: N/A c. Water runoff (including storm water); 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other.waters? If so describe: Drainage from the easterly two access road will discharge to the storm system in Shattuck Ave. Drainage from the westerly 3 lots and access road will be tight lined to a dispersion trench near the SE corner of Lot 2. 2) Could waste materials enter ground or surface waters? If so, generally explain: Household spills could enter the storm system. d. Proposed measures to reduce or control surface, ground and runoff water impacts. If any: See 1 above. 4. Plants a. check or circle types of vegetation found on the site: XXX deciduous tree: alder, maple, aspen, other: evergreen tree: fir, cedar, pine, other shrubs XXX grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Mostly grass and blackberry. c. List threatened or endangered species known to be on or near the site: None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping will be provided by homeowners. 5 • 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other mammals: deer, bear, elk, beaver, other fish: bass, salmon, trout, herring, shellfish, other b. List any threatened or endangered or endangered species known to near or on. the site: None known. c. Is the site part of a migration route? If so, explain: No. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used for heating, manufacturing, etc.: Electricity and natural gas will be used to meet the project's energy needs. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe: No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Homes will be constructed to Washington State energy code requirements. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic. chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe: No 1) Describe special emergency services that might be required. None. 6 2) Proposed measures to reduce or control environmental health hazards, if any: None. b. Noise 1) What types of noise exist in the area which may affect your project (for example: Traffic, equipment, operation, other)? Traffic along Shattuck Ave S. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term noise associated with construction equipment. Long term noise associated with 5 new single family homes. 3) Proposed measures to reduce or control noise impacts, if any: Construction equipment will meet State and Federal noise regulations. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Single family residential. b. Has the site been used for agriculture? If so, describe: Yes— historically it was a chicken farm. c. Describe any structures on the site: A single family house 30'x 30'and a detached garage 24'x 30'. d. Will any structures be demolished? If so, what? House and Garage will be demolished. e. What is the current zoning classification of the site: R8 f. What is the current comprehensive plan designation of the site? Single-family residential. g. If applicable, what is the current shoreline master program designation of the site? NA h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify: Do not know. i. Approximately how many people would reside or work in the completed project? Based on the King County average of 2.97 inhabitants per dwelling unit, the site could house 15 people. j. Approximately how many people would the completed project displace? One family. k. Proposed measures to avoid or reduce displacement impacts, if any: None. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Proposal conforms to comprehensive plan. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing: 5 new middle income. b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing: One existing home will be eliminated. c. Proposed measures to reduce or control housing impacts, if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s). not including antennas: what is the principle exterior building material(s) proposed? Tallest height of proposed structure will be 35 feet. The principal exterior building material will be wood. b. What views in the immediate vicinity would be altered or obstructed? Do not know. c. Proposed measures to reduce or control aesthetic impacts, if any: None. 8 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Light and glare associated with 5 new homes plus street lighting during evening hours. b. Could lght or glare from the finished project be a safety hazard or interfere with views? Unlikely. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: None. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? School grounds to the east. b. Would the proposed project displace and existing recreational uses? If so, describe: No c. Proposed measures to reduce or control impacts on recreational opportunities to be provided by the project or applicant, if any: Park mitigation fees. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe: None known. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site: None known. c. Proposed measures to reduce or control impacts, if any: None. 9 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any: Access will be off Shattuck Ave S., which is located one block west of Talbot Rd. S. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No. Metro has a route on nearby Talbot Road South — 100 - 200 yards away from the site. c. How many parking spaces would the completed project have? How many would the project eliminate? Each lot will have its own parking area. None eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Curb, gutter, sidewalks, street paving and street lights will be installed. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur: The project would generate 50 average daily trips — peak volumes would occur during AM & PM commute times. g. Proposed measures to reduce or control transportation impacts, if any: Traffic mitigation fee. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe: Five new homes will result in an increased need for all public services. io b. Proposed measures to reduce or control direct impacts on public services, if any: Increased tax base pays for services, impact fees. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. Will use all utilities shown in item 'a'above. C. SIGNATURE The above answers are true and complete to the best of my knowledge. understand that he lead g ncy is relying on them to make a decision. Signature: Name Printed: SHUPE; {-UL1/4-n80.4 Date Submitted: 12.47 /00 it • '$ 3- `l_.1 1 1 V1` JL\JG1Nl 1 VJ'! ..t� • Fire Department Jesse Tanner,Mayor A.Lee Wheeler,Chief T-1- CCP r 9 .c— y��-- � 4s:- CITY OF RENTON REQUIREMENTS - FIRE LANE ORDINANCES Fire lanes as required by the adopted Fire Codes shall meet the following design criteria as outlined in City Ordinances #3733 & #4130 and Article 9 of the Uniform Fire Code. 1. Identification: Fire lanes shall be identified by four (4) inch wide lines on • road surface and/or curbs painted bright RED. 2. Signage: (a) - Block letters stating "FIRE LANE -.NQ EARKING"J 18 inches in height, painted in WHITE, not less than one foot from curb face at 50-foot intervals. (b) Or signs stating "FIRE LANE - NO PARKING", 12x18 inches in height, with letters on background of contrasting color for ease of readability at 50-feet. (Red letters on white background recommended.) Signs shall be placed 50-feet apart, and no less than 5-feet, nor more than 7-feet from the ground. 3. Construction: All-weather driving surface constructed of asphalt or reinforced concrete certified capable of supporting a 30-ton vehicle and 322 psi point loading. Crushed rock may be used only when specifically • authorized by the Fire Department with.certification by a soils engineer. 4. Width and Clearance: A minimum unobstructed width of 20-feet and minimum vertical clearance of 13-feet 6-inches. • 5. Turning Radius: A minimum of 45-feet g, ie and 25-feet inside radius. DSC s eve® firelane • 10/99 1055 South Grady Way- Renton, Washington 98055 - (425)430-7000/FAX(425)430-7044 0 This paper contains 20%post consumer recycled content • 'VI( ••\ CITY OF RENTON + + FIRE PREVENTION BUREAU MEMORANDUM DATE: February 29, 2000 TO: Lesley Nishihira, Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: King Plat, 2245 Shattuck Av. S • • Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage'exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee o 488.00 is required for all new single family C1:19--u; /0 structures. 3. The access road and turnaround need to be marked as required Fire Lane. • Please feel free to contact me if you have any questions: Z o F-1 o r PA-q • CITY OF RENTON MEMORANDUM DATE: March 16, 2000 TO: Lesley Nishi ira Q. . FROM: Pau' I Lambert SUBJECT: King Plat- Preliminary Action Note on Preliminary Review Comments Contained In This Report: The following comments on development and permitting issues are based upon the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Board of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on programmatic, site planning and other design changes made by the applicant. Sanitary Sewer: The site is served by xistin 8" sewer main located in Shattuck Avenue South. Wastewater (SDC) fees of 585/ Ingle family residence will be required. 4 l�s ^' . GAS n_Fo �r�l�r %o,�7, :) � �I E�1�►� Fc2 9d1244)k Water: The site is served by existing water mains as follows: 1) 8" located in Shattuck Ave So. (east side) 2) 6" located in Shattuck Ave So. (west side) 3) 8" located in So. 22nd PI. (north side) The site is located in the 300 Pressure Zone and has static pressure in the main at 47 PSI (300 -190 = 110 x .43 =- 47.3 PSI). The an site h2 as two If Lots 1 'anlng d 2fire are dyevrants that would eloped one new provide fire control to all lots except Lots 1 fire hydrant would be required. New domestic service (meters) can be served from 6" or 8" • March 16, 2000 w i Page 2 MA1A4 located in Shattuck or 8" located in So. 22nd Place or by installing al-new 4" n the proposed . • private road serving the plat. All new water main and fire hydrants must met fire flow/fire dept. regulations per the Renton Fire Department. Water (SDC) fees of$850/ single family residence will be required.- Storm Damage: The surface water drainage plan and the temporary erosion/sedimentation control plan shall be in accordance with the 1990 KCSWDM as adopted by the City of Renton. Surface water (SDC) fees of$385/single family residence will be required. Street Improvements: • The street frontages (S. 22"d Pl. and Shattuck Av. S) will require curb, gutter, sidewalk, street paving and -treet ig is installed. The private road will require 20 feet minimum width street saving an• u ace •rainage system to control water run-off: A traffic mitigation fee ofM(per current ITETrip Generation Manual)will be required. S .,1,� ar.ra,n) f r A Or. Nrch) map; General: Construction permit fees will be required for construction of water mains, side. sewer, storm drainage system and street improvements. The cost of permits are as follows: The first $100,000 is at 5% of the cost of the construction, the second from $100,000 to $200,000 is at 4% of the cost and the third all the amount over $200,000 is at 3% of the cost. Half of the fee must be paid upon application for building and off/on site utility and street improvement construction review. The remainder shall be paid when the permits are issued. H:king CITY OF RENTON • Planning/Building/Public Works MEMORANDUM • DATE: March 23, 2000 TO: Pre-Application File No. 00-21 �1 • FROM: Lesley Nishihira, Associate Planner, x7270 SUBJECT: - King Plat General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/pr concurrence by official decision-makers (e.g., Hearing Examiner,Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for$50, plus tax,from the Finance Division on the first floor of City Hall. Project Proposal: The subject property is located at the southwest corner of Shattuck Avenue South and South 22"d Place. The proposal is to subdivide a_4_0,920,sGuarefoot site (.94.,acre).into.five single family lots. The subject site was also known as lot 4 of the Wilkinson,Short Plat, File No...LUA=99-021,. for which the applicant provided a shadow plat plan in order to demonstrate satisfaction of density . requirements. The site is currently developed with an existing residence and detached accessory structure. Single family homes are currently under development on lots 1, 2 and 3 of the Wilkinson Short Plat (directly north, adjacent to the subject site) and all adjacent street improvements have been installed. Zoning/Density: The subject site is zoned Residential=8_dwelling units per acre.(R;8)on the City's Zoning Map. For lots over one half acre in size, the R-8 zone permits detached single family residential development at a net density range of a minimum of 5 to a maximum of 8 dwelling units per acre: Net density is calculated by deducting sensitive areas, if any, and areas to be dedicated to public right-of-way from the gross area of the site. With the deduction of the 40%slopes on the property, five homes on the site would arrive at 5.49 dwelling units per acre. Development Standards: The R-8 zone permits one residential structure per lot. Detached accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Minimum Lot Size—The minimum lot size permitted in the R-8 zone is 4,500 square feet. The proposed lots range in size from approximately 6,750 square feet to 8,925 square feet, thereby satisfying this requirement. Even with the deduction of 40% slopes, lot 1 would have an acceptable lot area of approximately 5,636 square feet. Lot Width and Depth—The R-8 zone requires a minimum lot width of 50 feet for interior lots and 60 feet for corner lots. A minimum lot depth of 65 feet is also required. As proposed, the lots satisfy the minimum dimensions required for interior lots. Building Standards—The R-8 zone allows a maximum building coverage of 35% of the lot area. For . lots less than 5,000 square feet in size, the maximum building coverage increases to 50% of the lot area. Building height is restricted to 30 feet and 2-stories. • Pre00.21\ The demolition of all existing structures would be required as a condition of approval for the short plat and would need to be completed before the short plat could be recorded. Access: The plan submitted indicates a private street off Shattuck Avenue South would serve the proposed lots. Private streets are allowed to serve up to six lots,with no more than four not abutting a • public.right-of-way: Therefore, the roadway would not be permitted to serve lots 2 or 3 of the Wilkinson Short Plat. Private streets require a minimum easement width of 26 feet with 20 feet of " paving. Sensitive Areas: The subject site is designated on the City's Erosion Hazard, Slide Hazard.and Coal-. Mine Hazard Sensitive Areas Maps. In addition to 'ndicated on the plan, the western portion of the property ma _con1 ' sl -s betwee 25% and 40%. The presence of these conditions would require a on ec nice Report tome submitted life t&Thal land use application. The report would need to address potential coalmine hazards, as well as erosion and landslide issues. In addition, a slope delineation would be required,which indicates sloped area that are between 25% -. and 40% and those that exceed 40%. The areas indicated with these ope designations shoutd also identify if there are associated erosion orlandslide hazards. If the presence of hazardous conditions is combined with slopes of 25% or greater are found, those areas may need to be deducted from the gross area of the site for purposes of calculating density. The formal land use application would also need to provide specific information related to the building areas for proposed lots 1 and 2. Specifically, the applicant would need to provide typical plans for' houses intended to be constf cted on lots 1 and 2, including specific locations and structural and grading elevations. Street profiles would also be necessary in order to ensure the proposed access road remains below the 15% grade maximum. Through the Environmental Review process mitigation measures may be imposed in order to address potential hazards from any sensitive areas found on the property. Permit Requirements: Since the site was included in the Wilkinson Short Plat,which occurred less than five years ago, the project would be required to go through the Preliminary Plat and Environmental Review process. Preliminary Plats are processed within an estimated time frame of 12 to 16 weeks. After the required notification period, the Environmental Review Committee would issue a Threshold Determination for the project. When the required two-week appeal period is completed, the project would go before the Hearing Examiner for a recommendation to the City Council. The Hearing Examiner's recommendation, as well as the decision issued by the City Council, would be subject to two-week appeal periods: The Preliminary Plat application fee is $2,500, plus $0.33 per mailing label required for notification to surrounding property owners within 300 feet of the site. The applicant will be required to install a public information sign on the property: Detailed information regarding the land use application submittal requirements is provided in the attached handouts. Once Preliminary Plat approval is obtained;the applicant must complete the required improvements and satisfy any conditions of the preliminary approval before submitting for Final Plat approval. The Final Plat process also requires City Council approval. Once final approval is received, the short plat can be recorded. Fees: In addition to the applicable building and construction fees, the following mitigation fees would be required prior to the recording of the plat: - • A Transportation Mitigation Fee based on $75 per each new average daily trip attributable to the project; • A Parks Mitigation Fee based on $530.76 per new single family residence; and • A Fire Mitigation Fee based on $488 per new single family residence. A handout listing all of the City's Development related fees is attached for your review. • • cc: Jennifer Henning Prc00-21\ • C1TOFRENTO ' Density Worksheet • 1. Gross area of property: 1. 40,920 square feet - 2. Certain areas are excluded from the calculation. These - include public and private roadways/easements (aside from driveways) and sensitive areas*. 2. 1,114 square feet Total excluded area: 3. Subtract line 2 from line I for net area 3. 39,806 square feet• (or total of lot areas): _ 4. Divide line 3 by 43,560 for net acreage:- • 4. .91 acres 5. Number of dwelling units (d.u.) planned: 5. 5 units 6. Divide line 5 by line 4 for net density: . 6. 5.49 d.u./acre 5 lots would result in a net density of 5.49 dwelling units per acre. • *Sensitive areas are defined as "areas not suitable for development which are included within the City's greenbelt, geologically hazardous, wetlands, or flood plain regulations." (City Code Section 4-31-2: Definitions) • ' • • • • • • • DENSWKS.DOT BAIMA & HOLMBERG INC. • DRAINAGE REPORT FOR WILKINSON II SHORT PLAT December 1, 2000 00,4 C/ROF9A ®COI . 4704 Mi40 10G� f R000 Baima& Holmberg Job No. 1610-003 �®V�O $1i.111.P.f% ,--,) ,,,.'r i ,,i'' ..Acj,t'f.„ kti .0.„ 1 1.:3:-....... -y-,;: EXPIRES 0 i 3-0( _.... ----, Prepared For: King Construction 26720 SE 216th St. Maple Valley, WA 98038 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027-3817 • (425)-392-0250 • (425) 391-3055 - 10.4,,,.....,.\... - — /UO- _ _ ._._............. 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The site is located at the southwest corner of South 23`1 Street and Shattuck Avenue South. Lot 5 and 4 is generally cleared, with a house, garage and various sheds, driveways and parking areas. A local ridge through the site divides drainage where Lot 5 and a portion of lot 4 east towards Shattuck Avenue South, with the remainder draining west over the slope that overlooks SR167. The underlying soils are Beausite. UPSTREAM TRIBUTARY AREA There is approximately 0.50-acres of upstream tributary area draining onto the site from the north. There is no apparent drainage problem associated with these flows. DOWNSTREAM DRAINAGE EAST BASIN Lot 5 and a portion of lot 4 drains east to the 12" storm system in Shattuck Avenue South. This conveyance flows north toward South 19th Street approximately '/4 of a mile downstream. There are no obvious drainage problems associated with the drainage system. WEST BASIN The west 2/3 of the site sheet flows west about 200 feet down the bluff overlooking SR167 to a large wetland, located about 600 feet west. The slope is wooded, with areas that are probably steeper than 40%. There are no obvious drainage problems along this slope. The flows remain in the wetland further than a '/4 of a mile downstream. DRAINAGE PLAN The proposed east basin storm system consists of conveying runoff from a portion of the access road, lot 5, and the roof of lot 4 east to the existing 12-inch storm system along Shattuck Avenue. 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TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .3 85.0 .0 98.0 11.8 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .3 .3 85.0 .0 98.0 11.8 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)' /Grf .18 7.83 2670 A�i�/.r.****************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .1 86.0 .2 98.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .3 .1 86.0 .2 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT( .27 7.67 3552 Page 1 WOO. west.hyd ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .6 81.0 .0 98.0 20.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .6 .6 81.0 .0 98.0 20.3 (RW�PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) fY r .26 7.83 4829 ********************* S.C.S. TYPE-lA DISTRIBUTION ******************** 100-YEAR 24-HOUR STORM **** 3.90".TOTAL PRECIP,. ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .3 86.0 .3 98.0 5.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .6 .3 86.0 .3 98.0 5.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .54 7.67 7066 Qra4, .ot • Page 1 . JOB BAIMA & HOLMBERG, SHEET NO. -- - OF 100 Front Street South ISSAQUAH, WASHINGTON 98027-3817 CALCULATEI5BY DATE (425) 392-0250 FAX (425) 391-3055 CHECKED BY DATE SCALE iS/T. NJ / /—l//T, f, Cat �1 � T_: ...:........_.... D • %� �a .tea c�s... 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No �1'r/ 1/ 1 ..................__....... .. /Z.vfU5 '1.1 ./175,f//1-e,T //�' . 1..._=�/660 I .... .S vvf-�..2.....et- PRODUCT 204d(Single Sleets)205-1(Padded) r Geo moo,Engineers ,, 0i June 2, 2000 (� /1.,c) �4 ��//�� Consulting Engineers and Geoscientists King Construction P.O.Box 1351 Offices in Washington, Snoqualmie,Washington 98038 Oregon,and Alaska Attention: Bud King • OOp OF r p • Report NG Preliminary Geotechnical Engineering Services Proposed Single Family Development DEC ' 7 2000 2200 Wilkinson Short Plat EC&VE® Renton,Washington File No. 7001-001-01 INTRODUCTION This report presents the results of our preliminary geotechnical engineering services for the proposed Wilkinson Short Plat located in Renton, Washington. Our services have been completed in accordance with the scope of services presented in our proposal dated May 4, 2000. Our services were formally authorized by you on May 8,2000. The Wilkinson Short Plat comprises Lot 72, Plat 2 Renton Cooperative Coal Company. The site location is show on the Vicinity Map, Figure 1. We reviewed the Preliminary Short Plat for King Construction prepared by Baima & Holmberg, Inc. dated October, 6 1998. The short plat included division of the property into four lots. These lots were the focus of our report titled "Geotechnical Consultation — Coal Mine Hazard Evaluation, Wilkinson Short Plat, Renton Washington", dated October 27, 1998. Three 7,500 square foot lots (Lots 1 through 3) are located in the northeast corner of the Wilkinson Short Plat. The remaining--area of the original short plat(Lot 4), is the focus of this report, and occupies the area due south, southwest, and west of the previously mentioned Lots 1 though 3. This area will be subdivided into 5 lots designated as Shadow Lots 1 through 5 on the site plan provided to us prepared by Baima and Holmberg dated January 25, 1999. The size of the shadow lots ranges from about 6,600 to 10,500 square feet. • GeoEngineers,Inc. Plaza 600 Budding 600 StewartSt.,Suite 1420 Seattle,WA 98101 Telephone(206)728-2674 Fax(206)728-2732 www.geoengineers.com - .. ,Panted on recycledP P �� King Construction June 2, 2000 Page 2 SCOPE The purpose of our preliminary geotechnical engineering services is to provide you with an assessment of the critical areas hazards at the property and respond to the requirements set forth by the city of Renton. Specifically,our scope of services includes the following tasks: 1. Review available geologic information for the site and surrounding area from published reports and maps, and our files. This includes reviewing our previous study regarding historical coal mines in the project area and our copies of the Critical Areas Inventory maps. 2. Complete a geologic reconnaissance of the site and immediately adjacent area to identify any apparent signs of stability or erosion hazard. 3. Excavate five test pits using a rubber-tired backhoe to evaluate the general subsurface soil and groundwater conditions. 4. Provide guidelines for earthwork including stripping, removal of soft, organic or other unsuitable material and grading. This includes evaluating the effects of weather and construction equipment on the site soils. 5. Provide recommendations for suitable building setback from adjacent steep slopes (as defined by city of Renton). 6. Provide an update to our previous assessment of potential coal mine hazards areas which will affect development of the property, if necessary. 7. Provide an assessment of potential landslide hazards and describe any evidence of existing or past instability evident during our site reconnaissance and explorations. This includes recommendations for fill placement on or near slopes. 8. Provide an assessment of potential erosion hazards and describe any existing erosion problems evident during our site reconnaissance. This includes discussion of potential impacts and necessary mitigating techniques. 9. Prepare a written report presenting our conclusions and .recommendations along with supporting field data. SITE CONDITIONS SURFACE CONDITIONS General The site is situated in the southwest 1/4 of the southeast 1/4 of Section 19, Township 23 North, Range 5 East,Willamette Meridian. The Wilkinson Short Plat measures about 300 feet east to west and 210 feet north to south. The site is bordered on the east by Shattuck Avenue South and,on the south by the right-of-way extension for South 23`d Street. The site is also bordered by residential property to the north and a steep slope with open space to the west. An underground pipeline and an overhead power line also border the site to the south. The project site that this report focuses on includes the southern '/2 of the plat and the building lot located in G e o E n g i n e e r s File No. 7001-001-01-1130 King Construction • June 2, 2000 Page 3 the northwest portion of the plat. The site consists of Shadow Lots 1 through 5 shown on the Site Plan, Figure 2. Site Reconnaissance A reconnaissance was completed on May 19, 2000 to determine slope geoemtries, observe areas of slope instability, and evidence of potential erosion hazards, if present. The ground surface topography is shown in Figure 2. The ground surface slopes down to the southwest in the west portion of the site (Shadow Lots 1, 2 and 3). The ground surface in the west portion of the site slopes down to the southwest from about Elevation 190 feet to about Elevation 160 feet near the southwest property corner. The eastern portion of the site (Shadow Lots 4 and 5) is generally flat. The ground surface in the east portion of the site ranges from about Elevation 190 to 194 feet. The north portion of Shadow Lot 1 has a small slope area with inclinations ranging from about 55 to 65 percent. The top portion of this slope appears to be the result of fill placement during construction of 22nd Place South. The remaining slopes on Shadow Lots 1, 2, and 3 have inclinations ranging from about 20 to 30 percent. An existing residence and out buildings are located in the east portion of the site (Shadow Lots 4 and 5). Driveway access to the residence enters the site from Shattuck Avenue South. Vegetation on the site includes scattered deciduous trees, with a moderately dense understory including shrubs and areas of thick blackberries on the sloping west portion of the site. No signs of slope instability were observed at the site during our reconnaissance. Erosion features such as incision, surface slumping or seepage were not evident at the site. Our reconnaissance included observation on the slope west of the site to an approximate elevation of 50 feet. We observed no signs of slope instability on these slopes. Steep, near vertical access road cuts oriented north to south were observed at two locations west of, and below, the site during the reconnaissance. These steep cuts were up to 20 feet in height and located about 75 to 125 feet below the site elevation. These steep cuts showed no indication of instability. SUBSURFACE CONDITIONS We reviewed the Geologic Map of the Renton Quadrangle, King County, Washington, by D.R. Mullineaux, dated 1965, for information regarding site geology. The site and vicinity are mapped as Tertiary Renton Formation, which generally consists of sandstone, mudstone, and shale that has been folded and faulted. Coal was mined from seams within this formation beneath a portion of the site. Five test pits (TP-1 through TP-5) were excavated at the site on May 19, 2000, using a rubber-tired backhoe. The test pits were excavated in the west portion of the site. The location of the test pits are shown in Figure 2. The explorations were continuously monitored by a geologist from our firm who visually examined and classified the soils encountered, obtained representative soil samples, observed ground water conditions, and prepared a detailed log of each exploration. Disturbed samples were obtained from the test pits. Soils encountered were visually classified in general accordance G e o E n g i n e e r s File No. 7001-001-01-1130 King Construction June 2, 2000 Page 4 with the classification system described in Figure 3. The test pit logs are presented in Figures 4 through 6. The logs are based on our interpretation of the field data and indicate the various types of soils encountered. They also indicate the depths at which the soils or their characteristics change, although the change might actually be gradual. The densities noted on the test pit logs are based on the difficulty of excavating, probing with a 1/2-inch-diameter hand probe, and our experience and judgment of the conditions encountered. The test pits were backfilled with the excavated material and compacted with the bucket of the backhoe upon completion. In general, we encountered an upper layer of soft silt with sand from about 0.5 to 2.0 feet thick in TP-1, TP-3 and TP-4 located in the sloping west portion of the site. In TP-2 located in the west portion of the site, we encountered and upper layer of fill about 3 feet thick consisting of soft silt and medium dense silty sand with gravel. The fill layer overlies a former topsoil layer about 6 inches thick consisting of soft silt with roots. In all four of these test pits, we encountered interbedded medium dense silty sand and medium stiff silt below the upper layers described above and extending to depths of 3 to 8 feet. We encountered loose to medium dense silty sand with gravel to a depth of about 2 feet in TP-5 overlying medium stiff silt to a depth of about 6 feet. Bedrock consisting of dense sandstone and hard siltstone was encountered in all five test pits from depths of about 3 to 8 feet and extending to the bottom of the test pits at depths of about 8 to 10 feet. No groundwater was encountered in any of the five test pit excavations. The mottled silts noted in the descriptions indicate the possibility of seasonal groundwater fluctuations. Ground water levels are expected to fluctuate as a function of season, precipitation and other factors. It is also possible, given the subsurface soil conditions that a shallow perched ground water table could develop in the shallow near surface soil units. GEOLOGIC HAZARD AREAS General The City of Renton Critical Areas Ordinance(Ordinance No. 4835) identifies geologic hazard areas that require special studies and design considerations. The project site is in an area that is mapped as a landslide, erosion and coal mine hazard area. Our report provides information related to evaluation of the potential hazards. Landslide Hazard The project site contains slopes that indicate the potential for landslide hazards. The majority of the west portion of the site contains slopes ranging from less that 15 percent to about 30 percent. The subsurface soil conditions in this portion of the site consist of interbedded silt and silty sand overlying bedrock at depths of 3 to 8 feet below the ground surface. This portion of the site is best classified as a "medium landslide hazard" area ("areas with slopes between fifteen and forty percent (15-40%)and underlain by soils that consist largely of sand, gravel or glacial till"). G e o E n g i n e e r s File No. 7001-001-01-1130 King Construction June 2, 2000 - Page 5 • A small portion of the site located along the north edge of Shadow Lot 1 in the northwest corner of the site contains slopes ranging from about 40 to 65 percent (area identified in Figure 2). This portion of the site is best classified as a"high landslide hazard"area ("areas with slopes greater than forty percent (40%), and areas with slopes between fifteen and forty percent (15-40%) and underlain by soils consisting largely of silt and clay"). The east portion of the site is an area that contains slopes of less than 15 percent. This portion of the site is therefore best classified as a"low landslide hazard area". Erosion Hazard The surficial soil deposits at the site are identified in the "Soil Survey, King County Area, Washington" by the Soil Conservation Service dated November 1973 as Beausite gravelly sandy loam. The Beausite (BeC) soil classification is mapped on slopes of 6 to 15 percent with a moderate erosion hazard; the Beausite (BeD) soil classification is mapped on slopes of 15 to 30 percent with a severe erosion hazard; and the Beausite (BeE) soil classification is mapped on slopes of 40 to 75 percent with a very severe erosion hazard. The east,and much of the west, portions of the site where slopes are less than 15 percent are best classified as "low erosion hazard". However, slopes steeper than 15 percent are best classified as"high erosion hazard". Coal Mine Hazard We reviewed a study of coal mining in the Renton area by Morrison Knudsen titled, "Engineering Investigation for the Renton, Washington Area," dated January 1985. This study provides information regarding the location and history of coal mining activity on and near the site. We also reviewed coal mine maps available from the Department of Natural Resources. Based on information from these sources, we understand that portions of the workings of the Sunbeam Mine are located below the site. The entrance to the workings is located to the west of the site at about Elevation 49 feet. The workings that are shown in the reference studies dip down to the north at about 60 degrees and extend to the east below the Wilkinson Short Plat on a heading of about S70E. The trace of the south edge of the workings passes below the northwest corner of the site and extends below the middle of the east side of the site. The workings appear to rise slightly to the east and are located at about Elevation 68 feet approximately 1,000 feet east of the site. The coal seams mined in the workings dip steeply to the north-northeast at about 60 degrees following the trend of the bedrock structure. The workings described above are the south extent of this portion of the Sunbeam Mine. The Sunbeam Mine began operation in about 1925 and closed in 1929 as a result of a mine fire. We did not observe any sinkholes, spoil piles or other features that appear to be related to coal mine activity on the site. We understand from maps of features observed by others that some of these features may be present on undeveloped land south of the site. G e o E n g i n e e r s File No. 7001-001-01-1130 King Construction June 2, 2000 Page 6 - Based on the geometry and location of the old mine workings, the site is best classified as a high coal mine hazard. CONCLUSIONS AND RECOMMENDATIONS GENERAL Our research and field observations indicate that the site is properly delineated as a coal mine, landslide, and erosion hazard. However, in our opinion, the site may be developed as proposed contingent on following our recommendations related to building set back and site preparation presented in this report. We also recommend that development of Shadow Lots 1 and 2 include additional geotechnical services to review development plans and construction activities to reduce the risk of adverse impacts associated with building on the sloping portions of the site. Our research indicates that the workings of the Sunbeam Mine are located below the extreme north portion of Shadow Lot 1. However, we did not observe any indication of coal mine workings or surface features on the site or adjacent properties. The presence of workings of the Sunbeam Mine about 140 feet below portions of the site present a low risk to development of the site that in our opinion can be mitigated through appropriate construction techniques. Additional discussion and our specific recommendations to mitigate the potential risk are presented below. LANDSLIDE HAZARDS The City of Renton defines high landslide hazard areas as slopes inclined at more than 40 percent. According to the City of Renton Critical Areas Ordinance, development is prohibited on slopes greater than 40 percent. This will prohibit development of the north portion of Shadow Lot 1 where slopes are in excess of 40 percent. In addition, we recommend a combined buffer and setback of at least 25 feet be maintained from the sides of the 40 percent or steeper slope, area located on Shadow Lot 1. This will consist of a 10-foot buffer where the existing vegetation is maintained plus a 15-foot setback to the building. We also recommend that development plans for Shadow Lots 1 and 2 include geotechnical review and analysis of all walls and fill slopes proposed on the lots. EROSION HAZARDS Based on our review of the "Soil Survey, King County Area, Washington" by the Soil Conservation Service dated November 1973 the sloping west portion of the site is best classified as a high erosion hazard and the east portion is a low erosion hazard, in accordance with the City of Renton Critical Areas Ordinance. In our opinion, the potential risks of erosion and off-site sedimentation in the west portion of the site can be reduced through proper implementation of Best Management Practices for erosion control during construction. Erosion protection for the project should be in accordance with the minimum requirements of City of Renton. The design should include the following considerations to reduce the risk of erosion and off-site sedimentation: G e o E n g i n e e r s File No. 7001-001-01-1130 King Construction June 2, 2000 Page 7 • 1. Plan development to fit the topography of the site. 2. Reduce the extent of exposed soil as much as possible and the length of time the soils are exposed before vegetation is reestablished. 3. Protect disturbed areas as soon as possible using -straw mulch or other methods until vegetation is reestablished. 4. Avoid concentrating runoff and discharging over the slopes. 5. Use drainage swales and straw bales to keep runoff velocities low. 6. Retain sediment on site by effective use of silt fences and other methods. In addition, we recommend that specific measures be taken in the steep slope portions of Shadow Lots 1 and 2 to reduce the risk of post construction erosion, as described in the following paragraphs. We recommend that the disturbed area on the steep slopes be minimized to reduce the risk of erosion, and that the ground surface be regraded to conform to the original slope configuration. The final graded slope surface should be roughened prior to hydroseeding. Surface erosion protection including maintenance of the slopes until full ground cover is established is the single most important element to the long term protection of the slopes. We recommend that all areas be hydroseeded following final grading, except where slopes are steeper than 3H:1 V(horizontal to vertical)where we recommend that the slopes should also be protected using erosion mats designed for that purpose. Some of these mats are available with the seed, fertilizer and mulch included. The mats should be anchored to the slope to provide increased protection on steep areas. We recommend as a minimum that two applications of hydroseed be included in the project plans and specifications for Shadow Lots 1 and 2. The disturbed portions of the lots should be hydroseeded immediately after work on the slopes is complete and again in the fall to provide full coverage of the slopes. Maintenance should include regrading and corrective measures, as necessary. We also recommend that a 10-foot wide undisturbed native vegetative buffer be left in place along the west side of Shadow Lots 1 and 2, and along the south side of Shadow Lot 2. If this area is disturbed during construction it should be replanted using appropriate native species. COAL MINE HAZARDS Based on our review of published literature and our site observations, it is our opinion that coal mining activity in the vicinity of the site is limited to workings of the Sunbeam Mine. Documented surficial features related to this mine are situated east and west of the site. We did not observe any.mine-related features on or nearby the property that would impact the development of the site. Based on our review of available information, underground mines exist approximately 140 feet below the ground surface at the northwest portion of the site. The generally accepted depth or thickness of overburden for "safe" surface development over underground mines is 200 feet. Case history studies in underground mining areas in Colorado have shown that the G e o E n g i n e e r s File No. 7001-001-01-1130 King Construction June 2, 2000 Page 8 • 200-foot-depth represents a risk of less than 1 percent for the possible occurrence of a sinkhole (subsidence feature). Our research in King County indicates that no known sinkholes have been observed where the depth to the workings is in excess of about 150 feet. It is therefore our opinion that the risk of sinkhole occurrence is small for the workings underlying the site. It is also our opinion that the site is at risk regarding regional downwarping of the ground surface caused by collapse of the abandoned underground workings. The damage to structures as a result of regional downwarping may be manifested by jammed doorways or windows, or cracks in drywall or masonry finishing. The structural damage could be similar to that expected for most new; wood-framed construction as a result of ground adjustments to the home foundation loads. We do not characterize this type of damage as threatening to the structure. There is an inherently higher risk of potential damage to a structure built on the subject lots as compared to a similar home built in an area with no underground mines. This is because of the possibility of undocumented underground workings and prospects, and the unknown nature by which regional downwarping is manifested in this area. The area mine workings have been abandoned for several decades, and for this reason, a substantial amount of the collapse in.the deep workings should have already occurred. In order to minimize the risk of structural damage because of potential regional downwarping, we recommend that the use of extra rigid foundations supporting a flexible superstructure be considered in the general design. A small, square or a nearly square-shaped building pad is favored over a large, irregularly shaped building pad. Consideration in design of the superstructure should include the ability to relevel the building and any gravity-dependent utilities (sanitary sewers, for example). Utility couplings should be flexible enough to anticipate some post-construction ground movement. We recommend that we be present at the site when the site preparation is initiated. The purpose of our site observations during grading would be to observe the underlying soils to see whether any mining related features (subsidence, sinkholes, adits, air shafts, portals, etc.) are exposed and to recommend appropriate corrective action. SITE PREPARATION AND EARTHWORK The following recommendations apply to all earthwork and structural fill placement and compaction for roadway construction and will generally apply to development of individual lots. • We recommend that the existing sod and vegetation be stripped to a depth of about 4 to 6 inches. • We recommend that the topsoil and any loose soil underlying the sod and vegetation be removed to expose a firm base. We expect that the total stripping depth will be about 6 to 12 inches or more below the existing ground surface. • The exposed subgrade should be compacted to a firm, nonyielding condition prior to placing structural fill or formwork. G e o E n g i n e e r s File No. 7001-001-01-1130 King Construction June 2, 2000 Page 9 • Imported structural fill should consist of sand and gravel containing less than 5 percent fines by weight relative to the fraction of the material passing the 3/4-inch sieve. Structural fill should be free of rock fragments larger than 6 inches, debris and organic materials. • Structural fill placed within 2 feet of pavement subgrade in proposed roadway areas must be compacted to at least 95 percent of MDD (maximum dry density) as determined in accordance with the ASTM-D1557 test standard. This will also apply to all structural fill for foundation and floor slab support. Structural fill placed below a depth of 2 feet to pavement subgrade should be compacted to at least 90 percent MDD. • During periods of wet weather, subgrade areas being prepared should be limited in size such that the exposure of the subgrade to wet weather is minimized. • No fill should be placed on Shadow Lots 1 and 2 without additional geotechnical assessment of the proposed development plans. LIMITATIONS We have prepared this report for use by King Construction and other members of the design team in the design of a portion of this project. The data and report should be provided to prospective contractors for bidding or estimating purposes. However, our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. The conclusions and recommendations in this report should be applied in their entirety. The project was in the preliminary planning stage at the time this report was completed. We therefore expect that modifications to the proposed plat layout may be made as plans are finalized. We also expect the geotechnical design studies will be completed for development of Shadow Lots 1 and 2,as recommended above. If there are any changes in the locations or type of improvements to be constructed, the conclusions and recommendations presented in this report might not be fully applicable. If any such changes are made, we should be retained to review our conclusions and recommendations and to provide written modifications or verifications of these recommendations. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted geotechnical practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. 1 4 ► G e o E n g i n e e r s File No. 7001-001-01-1130 King Construction • June 2, 2000 Page 10 • We appreciate the opportunity to be of service to you on this project. Please call if you have any questions regarding this report or require additional information. Respectfully submitted, M c.F 6 A / F WAsk 6.41 J gineers, L4 / ! 48,,/ vot ,56 1 rr• /w McFadden,P.E. :A " .93 sociate rsTS0 fro.. `S'ONALE�G lW z� EXPIRES 31¢101 j SJW:JJM ja:tf P:\7\7001001\01\Finals\700100101 R-s.d o c Four copies submitted. G e o E n g i n e e r s File No. 7001-001-01-1130 • • SJW:SYF 7001-001-01 05/19/00 • �1 OAKSDALE �I o AV ':.t S11'r s.. . . 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V s '{�N.7.1, +', K+;1. 4 , .P"-',•..i.„ • l22N (..,, 1 SE v7Vu,s __ - vN. AV S[ "•{� •!S'"J • f ::•... ,;,'2 i ',. P1 SE- S�r"'n 123Ri AY SE 0° --- 3 �� .121ND VSF /rit' f • nrr SY ?.,; }Ta1,Av • .. �i:., "':G,.'.''a; ":':.::.t-;ti�';:'`7;.: t-- --— -Is-13 10 . .. c� II �d•_:b.7a .•.,u 4. .i: rz 2::.i " !i%° a i ''...., t'w: !. • SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GW WELL-GRADED GRAVEL,FINE TO COARSE GRAVEL GRAVEL CLEAN GRAVEL COARSE GP POORLY-GRADED GRAVEL GRAINED More Than 50% SOILS of Coarse Fraction GM SILTY GRAVEL GRAVEL Retained on No.4 Sieve WITH FINES GC CLAYEY GRAVEL SW WELL-GRADED SAND,FINE TO COARSE SAND SAND CLEAN SAND More Than 50% SP POORLY-GRADED SAND Retained on More Than 50% • No.200 Sieve SM SILTY SAND of Coarse Fraction SAND Passes WITH FINES SC CLAYEY SAND No.4 Sieve ML SILT FINE SILT AND CLAY INORGANIC GRAINED CL CLAY SOILS Liquid Limit ORGANIC OL ORGANIC SILT,ORGANIC CLAY Less Than 50 MH SILT OF HIGH PLASTICITY,ELASTIC SILT More Than 50% SILT AND CLAY INORGANIC Passes CH CLAY OF HIGH PLASTICITY,FAT CLAY No.200 Sieve Liquid Limit ORGANIC OH ORGANIC CLAY,ORGANIC SILT 50 or More HIGHLY ORGANIC SOILS PT PEAT • NOTES: SOIL MOSTURE MODIFIERS: 1. Field classification is based on visual examination of soil in Dry- Absence of moisture,dusty,dry to the touch general accordance with ASTM D2488-90. Moist- Damp,but no visible water 2. Soil classification using laboratory tests is in general accordance with ASTM D2487-90. Wet- Visible free water or saturated,usually soil is obtained from below 3. Descriptions of soil density or consistency are based on water table interpretation of blow count data, visual appearance of soils, and/or test data. �� SOIL CLASSIFICATION SYSTEM Geo��Engineers FIGURE 3 f:\soila-1.doc Prejet Job Number ration Wilkinson Short Plat 7001-001-01 I Renton, WA LOG OF TEST PIT TP-1 Date Excavated: 5/19/00 Logged by: SJW Equipment: Rubber-tired backhoe Surface Elevation (ft): 187 m a v W z `� a_) 3 l; e r Cn Other Tests w u. G) N a 0 0 0,_. m m a V_ z a y E •a a Material Description a.0 ,.. And z _ 0 o 0 O� ut Notes F a m = o it a 00 ML Dark brown silt with trace tine to coarse sand(soft, a —Oo - 1 S - moist) - - !•.•• . SM - Orangish brown silty fine to medium sand with trace - - _ 2 a - coarse sand(medium dense,moist) - - ML •Brown gray silt with trace fine to coarse gravel(medium • _ _ stilly moist) 5— 3 El — — —5 RX - Light brown fine to coarse sand with fine to coarse gravel - fffff'f - 4 «'«ff _ (sandstone)(dense,moist) - _ - f rf�fff qf fi 10— ffff — r10 Test pit completed at 10.0 feet on 05/19/00 - - No ground water seepage observed - - No caving observed - _ • 15-1 — — — Notes:The depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. LOG OF TEST PIT TP-2 • Date Excavated: 5/19/00 Logged by: " SJW Equipment: Rubber-tired backhoe Surface Elevation (ft): 172 o m a v v F- ww z w 4, 3 o s- N Other Tests w u_ a, W 0 0 0.0 o a And z 1 3 (C Material Description a� FI co o CD = ' 8 LL Notes a a m 00 —ML Dark brown silt with fine to coarse sand(soft,moist) a.Lu —00 - - (fill) - - SM _ Dark brown silty fine to coarse sand(medium dense, _ - - 1 moist)(fill) -- - - _ ML. Dark brown/black silt with burned roots(medium stit - - ' •' ' SM moist)(old topsoil later) r — —5 5— 2 — Dark brownish orange silty fine to coarse sand with fine - ML -m to coarse gravel(medium dense.moist) l- _ - q Orange light gray silt with tine to coarse sand and gravel o - - (stiff moist) - - 3 Si . ... e f«`• RX Light gray stratified weathered sandstone(dense,moist) ff ff _ - - rrrr 4 fffff 0 10_ �t��: — —10 0 Test pit completed at 10.0 feet on 05/19/00 it - - No ground water seepage observed - - ° _ _ No caving observed _ _ w Ca _ _ - - a. a. _ co. _ - - a 15— — — r- Notes:The depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. m o _, '. 1its • LOG OF TEST PIT N GeoIlk ff Engineers ii/ FIGURE 4 Si 0 • Project i Job Number anon Wilkinson Short Plat 7001-001-01 I Renton, WA • LOG OF TEST PIT TP-3 Date Excavated: 5/19/00 Logged by: SJW Equipment: Rubber-tired backhoe Surface Elevation (ft): 186 0 re m . 1 ►- w z — 0) _I c e— ( Other Tests w LL CD ', s CD.c o-. w g C. L.L. z E Ea Material Description a o ;s And Z 3 U 0 vt Notes x m o t.7 = Y v I- a co 8 LL a a w 00 ML Dark brown rooted silt with tine to coarse sand(soft, —00 - ML - moist) [ - • - _ t si _ Light gray orange silt with root structures(medium still; moist) RX - Light brown thinly laminated silt/siltstone(hard,moist) 2 23 ffffff - _ _ f f i:` Pere( 5— :f _ —5 fPfK ::: / RX - Interbedded light grayish brown fine to medium sand - - ,f,:::W _ (sandstone)and thinly laminated siltstone(dense, - - • •`• moist) Test pit completed at 8.0 feet on 05/19/00 - - No ground water seepage observed - - 10— — No caving observed — —10 15— — — — Notes:The depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. LOG OF TEST PIT TP-4 Date Excavated: 5/19/00 Logged by: SJW Equipment: Rubber-tired backhoe Surface Elevation (ft): 182 . o o, j v E C F W z o e N Other Tests w It' a, ' 0 0 0-0 u� �-. 4� And z z a N � a T Material Description _ o ri o i - 1' -6 Notes a a m 8 00 a. —00 ML Brown orange mottled silt with trace tine to coarse sand - - (soft,moist) -- ML - Dark brownish orange silt with fine to coarse sand with - - occasional fine to coarse gravel(medium stiti;moist) _ _ 5— — — —5 0 • - ML - Light gray orange mottled silt(medium still;moist) - - o - _ _ 0 rn o :?:`': RX - Light graysil fine to medium sand with occasional fine - - o ,«off tY CfCCff V cre,:«e to coarse gravel(dense,moist)(sandstone) • _ v' 'rat pit completed at 9.0 feet on 05/19/00 O 10— — No ground water seepage observed — , —10 a _ No caving observed _ - a - 0 0 - - - - W O - - - - a cv - - O 15_ — — o Notes:The depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. co Ca <4�1� LOG OF TEST PIT W Geo N Engineers FIGURE 5 w 0 Pcojeot Job Number ation Wilkinson Short Plat 7001-001:01 I Renton, WA LOG OF TEST PIT TP-5 Date Excavated: 5/19/00 Logged by: SJW • Equipment: Rubber-tired backhoe Surface Elevation (ft): 189 F- o m 5 E 01 F- w z ° a) 3 o 0 0 °� co Other Tests W LE N N C. U (� U c c w U_ z a N E n co ; Material Description ;a a o �s And Z I o c xt Notes x a N m m 8 it 01 a w 00 SM Dark brown silty tine to coarse sand(loose,'moist) — —Oo - SM - Brown silty fine to coarse sand with occasional fine to - - _ coarse gravel(medium dense,moist) _ _ ML - Light gray orange mottled silt with occasional hne to - - coarse gravel(medium stiff,moist) - - 5— — — —5 . flf! RX - Light grayish brown fine to medium gravel(sandstone) - T (dense,moist) Test pit completed at 8.0 feet on 05/19/00 - - No ground water seepage observed - - 10— — No caving observed ' — • —10 • 15— — ..... — • Notes:The depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. • 0 9 • 0 0 N. 0 0 U0'N • H 0 0 a e: 0 U W . 0 ' a c9. 0 0 o 0 n co . 0 S 4031 LOG OF TEST PIT w GeoNOEngineers FIGURE W 0 t ' \ \ \ 1 \ • • 1 EXPLANATION: \ 'C EXISTING FIRE HYDRANT rs TEST PIT 5' TO BE DEDICATED TO THE r }N • "" ` PUBLIC USE UPON RECORDING 1_' �� oQ\ \ jr) l ,t} `;I~ ., "'. J D4 WATER VALVE • '/ ® WATER METER SLOPES STEEPER ek'�rxy — `-' N88'31.26"Ww V "1 - 1 V T 23d.00 j V EXISTING e' u THAN 40 PERCENT r —� �f1y¢ _ ASPHALT 81.34' l 221Vp �.PLA�CE 1^• 12.66`� EDGE O• FI •I—� - © SEWER MANHOLE i �� 0kw N ` 3DD I ! AopT�oT `J CATCH BASIN _-s�.5-So.\E� - -- _- -�iZo PROPERTY BOUNDARY D4 ' r- _ rso.00' ;� ° l STORM MANHOLE ;_ 71_1-Y' SS.d ' �'•.is ... J \ —— -\—— 75_a0_ —� S87'39'43"W j i j ) ' ` I 2 1 m ?.• 1 ...-' • c I-=23. 6 y �{— .•.y y i/ ` I R=15.00 1 0 1� o p TELEPHONE PEDISTAL . ~�� I p=90.00.00i _ 9 AREA=1,083.8 SO. FT. �' _ I 1 -0- POWER POLE ` I-1 I' ` ' , \ j ',,\ I i \ 1 FOGLINE 1 y _toi'? m:' i % I I 1 ' I E— POWER POLE GUY ANCHOR _,o SHADOW LOT 1 m g _ _ o o _• '`I I - • �. SIGN Z 2 y�� ; WyW N • �� I '' \ j( - - - I co \ MAILBOX -- .1 i ,-�- TP-1 �' N I • 1 1I \ \'� \ / I I�A` w WATER LINE \-- • 1 ' ''� \`' • J / y N y 1 \� ' \ N I i - —0-- FENCEUNE • \ 6'SS SERvTGE -- --- — -- .-- -- ! EXISTING / GRAVEL .,, �� ,\ .\ - • \ ''\ — _ — \ _./�— -Q z7.uiN.. Try. /• DRIVEWAY '.' c 751 ` - ---1. .-75-00- _ y� — 4 ---,-- 75 0A., _, ..� y . . DECIDUOUS TREE I • � N88'31'26"W \ / / J.� .TP-4 5'PRI9RIE 1 6"PRIV/�,� , - _ PINE TREE Of N . DRAINAGE 1•j `� _ ERINAGE -. — — _._ __ _ROOfDRP,T O .. N . I � _ ^ C iS NIN,TYP, ; y y — — Rzs' Rz5' "'"' �� MAPLE TREE 7 ,M 26' PRIVATE ASEMENT ° I 1;:;�ir.�ii 0 t FOR INGRESS. EGRESS — . fit- • cr) S' i /% & UTILI GES "' SHADOW LOT 5 I ri `�` � •�� � � ! ROLLED 0 WILLOW TREE to . SHADOW LOT 2 SHADOW LOT 3 - * .. S�OPI SHADOW """"""' E`:= ,. W I ASPHALT . CD \ • o� LOT 4 C N �' N �� \TP-3 % •/���•/ HOUSE IIl(0 �y h' AD PH LT 'k FIR TREE r • '. • =�- TP-2 �, 5 _ co • I • . • - .///r iii...,,,ii;/ U - Y TRACT 72 - - TP-5 • s' TO BE DEDICATED TO THE. Z PUBLIC USE FOR ROAD f— F= I� I� • PURPOSES UPON RECORDING I I 3 EXISTING . - ,a I FIRE HYDRANT co'• 01 ! !- - e 29s 09'`, 1 • -- -- • - -.�y1 20• '.20•� i p ------ --- ` - - v• 585156'Sb E 300.09 .' 3 — I S S2 Rip M ' EDGE JF SIT.. S S.r 0 40 •80 ASPHALT S. LINE. SE 1/4. SEC. 19-23-5 r Note: The locations of all features shown are approximate. SITE PLAN Geo 10 Engineers 3 Reference: Drawing entitled "Wilkinson Short Plat, Shadow Plat" dated 01/25/99 by Biama & Holmberg Inc. --44 FIGURE 2 PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC. 215 Columbia Street Seattle, Washington 98104-1511 Senior Title Officer, Mike Sharkey (mikesharkey@pnwt.com) Assistant Title Officer, Curtis Goodman (curtisgoodman@pnwt.com) Assistant Title Officer, Russell T. Lund (russelllund@pnwt.com) Unit No. 12 FAX No. (206) 343-1330 Telephone Number (206) 343-1327 Baima & Holmberg Title Order No. 410222 100 Front Street South CERTIFICATE FOR P ONING C�;P,�} r` Issaquah, Washington 98027 FILING PR00 Attention: Bonnie q1, PLAT CERTIFICATE DEL1 '4 2000 SCHEDULE A 4.ECEwRED GENTLEMEN: In the matter of the plat submitted for your 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 according to said records the title to the following described land: As on Schedule A, page 2, attached. IS VESTED IN: BUD KING, as his separate estate, doing business as KING CONSTRUCTION SUBJECT TO THE FOLLOWING EXCEPTIONS: As on Schedule B, attached hereto. CHARGE: $200.00 TAX: $ 17.20 TOTAL CHARGE: $217.20 RECORDS EXAMINED TO: July 11, 2000 at 8:00 a.m. PACIFIC NORTHWEST TITLE COMPANY QF WASHINGTON, INC. Mike Sharkey Senior Title Office Unit No. 12 Order No. 410222 PLAT CERTIFICATE SCHEDULE A Page 2 LEGAL DESCRIPTION: Lot 4 of City of Renton Short Plat No. LUA 99-021-SHPL as recorded under Recording Number 19991110900001; said short plat being described as follows: Lot 72, Renton Co-Op Coal Acre Tracts No. 2, according to the plat thereof recorded in Volume 9 of Plats, page 27, in King County, Washington. END OF SCHEDULE A PLAT CERTIFICATE Schedule B Order No. 410222 GENERAL EXCEPTIONS: 1. Rights of claims of parties in possession not shown by the public records. 2 . Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. Order No. 410222 PLAT CERTIFICATE SCHEDULE B Page 2 SPECIAL EXCEPTIONS: 1. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN SHORT PLAT, COPY ATTACHED: RECORDED: November 10, 1999 RECORDING NUMBER: 19991110900001 2. RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: December 6, 1906 RECORDING NUMBER: 443054 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: That neither the parties of the second party nor anyone deriving title from or through her shall sell or keep for sale any spirituous malt, vinous or other intoxicating liquors, or permit the same to be kept for sale, to or keep or permit to be kept any house of prostitution upon said premises. 3. RESTRICTIONS CONTAINED IN INSTRUMENT: RECORDED: November 10, 1999 RECORDING NUMBER: 19991110000025 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: The use of extra rigid foundations supporting a flexible superstructure shall be incorporated into the general design of any proposed structures. A small square ,or a nearly square-shaped building pad shall be utilized as opposed to a large, irregularly shaped building pad. Consideration in design of the superstructure shall include the ability to relevel the building and any gravity- dependent utilities. Utility couplings shall be flexible enough to anticipate some post-construction ground movement. A qualified geotechnical engineer shall be present when site preparation is initiated so the appropriate corrective actions can be recommended if any mining related features are encountered. (continued) r Order No. 410222 PLAT CERTIFICATE SCHEDULE B Page 3 4. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: The Seattle Electric Company, a Washington corporation DATED: November 23, 1906 RECORDED: December 6, 1906 RECORDING NUMBER: 443054 INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Excepting and reserving to the first party its successor and assign all coal, clay, stone, oil, and all mineral and mineral products existing in said above described premises and every part thereof, whether heretofore or hereafter distant, with the right to mine, quarry and procure the same and any time hereafter NOTE: No examination has been made to determine the present record owner of the above minerals, or mineral lands and appurtenant rights thereto, or to determine matters which may affect the lands or rights so reserved. 5. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: YEAR: 2000 TAX ACCOUNT NUMBER: 722200-0430-07 LEVY CODE: 2110 CURRENT ASSESSED VALUE: Land: $49,500.00 Improvements: $74,000.00 GENERAL TAXES: AMOUNT BILLED: $1,604.16 AMOUNT PAID: $ 802.08 AMOUNT DUE: $ 802.08 SPECIAL DISTRICT: AMOUNT BILLED: $26.84 AMOUNT PAID: $13.42 AMOUNT DUE: $13.42 (continued) Order No. 410222 PLAT CERTIFICATE SCHEDULE B Page 4 SPECIAL DISTRICT: AMOUNT BILLED: $0.94 AMOUNT PAID: $0.47 AMOUNT DUE: $0.47 SPECIAL DISTRICT: AMOUNT BILLED: $5.00 AMOUNT PAID: $2.50 AMOUNT DUE: $2.50 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Bud King, married, as his separate estate, doing business as King Construction TRUSTEE: Savren Service Corporation, a Washington corporation BENEFICIARY: First Savings Bank of Renton AMOUNT: $100,000.00. DATED: March 14, 2000 RECORDED: March 17, 2000 RECORDING NUMBER: 20000317000197 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. END OF SCHEDULE B Title to this property was examined by: Jim Isom Any inquires should be directed to one of the title officers set forth in Schedule A. dh - , CO-oP Coikt, C� .-2.'5 i . 2. CI /Z'-7 • AOOt 110.At.ROHt a ... U1,,� COxa to an v iNi,Io roe.o.o o{v% w LLJ.IGCLU tT MCC._ _ t C) "" t S. 22ND PLACE in". — — It r' Rr31 •■ �°000 * PI •1R 01 N' �.". fryer Ts.80" t tMwRK chow ibis 1 .- T100' -A TO CO' -� Si 00" • t tvtortctto.t a A EA 0i /�';`!rJIlor750T• • •t.rl Sr'� T 'i{1 R.i l 00 I t 4i76 1M)TR'30.A rA. trf000'O0• 2a. 10' $' s 3 2 s 1 8 I ♦ • .00REss-3tt s mo rt. AooRts3-117 s rso n .00eEss.n3 s rho n ^ Form: flit 9+AttJOt AK.S �� ♦ ♦ • • 1s Ro a �• >a°o o to o� R 1 • tw•� s oRAs air ADE . I s ` E,ts[YOt1 r r = O 1 _ > I 4 a.„,„ • = Q r A0011[f3.12t9 9tAt11tOt AK i Y 4 S0� — 0 ....:•1.....TRACT.... ',•..'•'' : ...:41. F"' 1 z cn " m of a 1 , ,. I1tr • vet S7A'S4% 300 OW •1 1 St S. 23RD ST. Si 4 --• ' IUNOPENID IUGIT-OF-WATTALA ' • PA...../ ___ CIFIC NORTHWEST TITLE COMPANY N Order No. Y/0 a 2 2- A . INfPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. OW OF RENTON APPROVALS: KING COUNTY RECORDING NO. 1 VOL/PAGE CITY OF RENTON I J_1 I t I f\A 0000 I I j ) '^ HPL `� Ie_ `"'" "' "« Iv,y*t.4TRtz U SHORT PLAT i LUA 99-021-S I f !�1`f TM GRAPHIC SCALE [I..........•A....M. ..elq4 __S1Ll cc�•1-- (LNO-20-0238) • W • Ott.M....Mw met c� 1J . Moab.7%M Moab. d( ►ICT) . • CERTIFICATION ` 1 hash•30 IL w..0 WA■.Ma PRESENTS M.•..e...r••wN.W•....• \ 0 N ... .': 'r i ?: ....... v■ «.wWe•NM.....wee.*wee,.1.Mr/.M. ...1 rs , �R,�-:::for :•;::: p ....e.IM«1 we ed..Mee m�N N Its'�.M IT«wl.ew •RIAO fll.AOM 1y -'!. . . 1 O S N•wr.wed IMI Wee MI.eAMYMn b rm..M.Its tree cement A Moo 1M0 .IC • \ .OPOOMAL MONi d w•f 3 ...M s' ' O wM.M.«•Nits..ere. •RIM TARO .M N MEMO 101Ow10Y wiry MC. Idl ROAD {t •t •SEC TARO .S. • •, • 0) •l0 1ND000DLV 11 MC. Si■ ..IMSS 1•ICMd«Pam w1 M MN. PROPOSED IMAM MOM 'tT LOT 1.6,252 SQ Flee --RA.. - H•„''w R _ WI 2.•.]!a Sa/lee •\ N.N' �. ND 2N'00' - - 1:• : LOT 7.4,750 T0.It S. 22ND PLACE "rm. � LOT.-40./20 ICI TT. 1 .f ''�+ ana 11UC1.2.Sff fa nee :1: r M 6711.74•. 200.00• Rea. 1u0 real 0 A I aPMArt MATT, • j.. I�' l2.)w' .. �' T„•r y OOMO 6115T.[Sf AS OO CaNSTMIICttpl .2: r •MARL[0IO0nI- 1 q- -R` ]6.ar 1 2-. PRORCiId Rh, MaS07'S0•[ 7000' lSdb" • 1 I . • LEGEND ,.:,,,.7 [ASEPM �O�! IAOT • • eL-tl!•'� L•:.,I e.Iiro m. . • ai AMM NO W nlm • t "■CV -2103-2 J•w w o-f0moo 2r • :. Our. Mfr 0A...00 BON d RENTON 0 NANO.OHIA0FT N CASE •7 'N - 1 ? �ti . g ,��/• ,�A�,•� '�/ / / MOW 1M) :e.•, F�' ,1.' A A A 4 4 I 7tY.5 ! YtL I. CwNC aaaL-a.ID.o MUMS we is$' �; r`A•g 3 A 2 1 II ,.r Nee A.- a 1 wee a L:I g a >s l srec Pn•N.en iE if Pres. .Net CAAS OF lEMME .:„FA F i Stele«>• A AOOlE19-211 S.27M0 R AOmCSt-)17 S.7710 R AMM!!.]22 1.]7IO N. • Gamma N Kr N. NPui6-N RUMOR d TOO LOAM. 9 10120. ON.2211 9uriW[AK i x • I aw•M.IAN 1 Moe or AN..MT44ster.Mom.tml •410 ONO NS}RIAIE TAT10N • • ��g�,r%o N -J1 • E I • a r1 wM Mr 1.•.ee'i.M'0411-ed 0.1wiWl.W).:YMw 0. Ml11MMI[Mr uaQ a aC00 lmAl fr11110L 11 ]!OD a 1 ..•. • E-• _ ]far • ]oar 4, I 9Ww... MD SUMO'RAf.T CLOSED TAMERS(Ladle ILLE J A Nato, 1/.eN MOSAIC N d C 312 WAS 0KL00 IN x • A M0r21'�•'II --^-I' ''t':`i,aM`•O AMA f0-4- AR'OMDAMQ NM MC 3$-1]0-0•a SAC AE SOr ARMOR�-// . I f • ,.:.. t'+..}. P..N...IN...Mee 3-fT-08 �.N.I�Mr ;iI COSTMO IEM 0[SCRIPTOI fmu T•M •A :O:U : A 1• qSK. { TRACT T7.MI d MON01 OOOPOIAIM COAL b 0 5 to ITC SO a 0 jjjjJ)j)jj{{{ COCrMY1 ACM TRACTS.NUT TO.2.AS 1• t-,-,--- .� e Al, '•• •l e•e MCOAOCD N vaAM•d NAM PAei 27, r. SCALE t�.JO N I . tee, •�, -"'JA aWD!d 1a10 CYMn..ASMOTIX i1 ��� l 1NMNFF'^' STAR d.09MOIM) COY d Mllra MOON. I 4 ■1101 A = Q �. ¢ sAoA.AIIIr Tot Ila ; COI.TT d IOIO ) 1/7•mom RATION wM A AOOHD•2205 TMATTO.AK 1 Y ppp... . nod 01 A COMER POST -' (� II` o. M G OAT d C.4 4- ••.AL wow to.M matab4NT 2015E AHIN N.r • IT.J!`I 1::':l•'�:;:''A-1:• i- _ tMQM0O.L! HOT..f.�!!C�0�.� ARO TOR An(�STAII4�Or eA0MOINL EAST d CONSTRUCTED :7:.1. T• •:: ;•;• I I PEIISOMAIlr ApCEAMN{00.400.faMMNYw 611eP:E..Te IL KNOW m ONT[TAeK d LAST VAULT ::::'.:':... .1 ........ TRACTS l:3U•1• _ • . 6[ IT. rT fl(0 0DLYY'TCw d O Mr OMNY AI M TAIRMOLT '].i:eel••:• 7::: 7 ••-: Q • d MATH TNAT[MOM DC .OM00.O •Noes 20.NO MOM d M UST-.CST A00•74mdp SAD NSTRwONT TO e2 M 17MT I D vaIMTAIIT ACI MOAN PIOII-d-MT. .. TRIO CCM d SAO CC PORI11O1 FOR M VS[DARD NIlMP03Ef DORM l i•!n two'1/M) • I- y 1I • LONICN(MO AN OAM SOTTO TIAI TIC{' M a aM' •,' 7•AOr -)� M 12r ADIHONaA m[AMC 1w N5111.01r. r tO3A02 lM) - �111 la.0f N .MS]N0M[d,I“Ave M2EUMm ai we MAID MO NNm VT 1177a•r(M) S.I/.COMER dnDN sAl M OAT TRIO RRW NNst A•Ol('wt7DL SIG 10-25-1 A: S. 23RD ST. A OTT Of ROM '. ' SOIANM COMMA TMANDTT IIANOM[I(O 0lONT.0P-NAYI . Mo1MT Ma MO - t�� - - -ft- - - -�-- n IMMO - S/6.NIA61 04 N UMW CROWN PROIFCTION FA41MT• ' A Of WOHIMMT .THE MAOtO GO*M MIMIC.USEMOII(Md[)ON THIS SM0.1 PLAT 0[MROS M STEW YY MPp111[M7 MKS •D CAM N CEM RAIK SLOPED M mom d M MAIM CROON PMORCI.01.OSO.dI(Md[)ocemv1 to M S.UK.a 1/..S[G 1F7)-! �.0E`J.L PROMO MANE •I d 00 AVE SIC AI NOLO A p o2AL NORCO N M LATO ATOM M DAWN!MLA ASS NRM51 ZONI 4 000 ARAT F*1 OF cavENAA: T`-' S ' Set MO ST. NAM M PURPOSE d POSQM0 MATE vtCWTATrON Na M COMM.d STINACE WARN MO 0 O.NOI d M IAIO 04 IT war,INS sort NUN.N M111.,.q M•O(rlf m ptrO:.,`W rI.. , (MUNPASTED /20) CROWN A MAN 00.nA U TOOL NAMU CANON w41N MO MAPL NMT[NMO.AMO NpRCAU.d AOOIIR * 00 SN IOC M.6T SmMO WO. M MS DO ML TOR[S TO C Mi M ►:i T `4 {• fM�RO 1/M) RMT AM Awe I MACOO M MA CC RO WITC C IONCAROM [l3 MLA fFIACC RLE C I 6O CMASC SOREST M M COI O WO61T 90Y1 OM MS SMOIT PUT m Mt ALL AU.FUNK AIM r 50•M Al.�r ',_• I999I I09-90000 I (4 000 NO n! AM[MS NO OCCUPIERS d M Ua1EN1 MLA[1SONO OM dl WOLF HNOUS[TI1 d M Lail a d ANT sU6ONLOMl MMd.001 COMMIT MALL RUM NM OF M Na1C M M On d RENJIT NTON.D 1 O7VL V011*M1E0 ALL ONES NO NOT ME ONO Al MOM CM NO DORT Mt. POM.10N RCO M.0.ROOTED OR MGO)IATION MM CO MR martMyYIAv o OIL 4�}��.1•00.: MIM[0,COVEA[D r 110M[•.TN(II MANGO) M[Mom[ow`K�"Af o NNala1MON`N'PMrouRfew .r TIME NA7AAD NOTI{�..' V 4 ,,. M LOTS CREATED HERON NNL RIM A CO.MIRE HAZARD AMA AS 10011T1[0 ST A ' y 133���,�. NSTAIL 1AMOSGVM M colt d OMITI'f dUNT(0 H.ON[w 91N.APfLT m M AtEMI: 010110eeCAL[MONEDI ATM THE d TICS AMAN9d1.MOMS d SHOT A NOTED PAT y •vv....-•- 'MMKSENIAME APO WU:1TM d M OAITUS COI 114.e2LOWN1~WS d M I OpaISO COCO YIOATMAI PUSU 13 AT M MC d COOTRUCTMSL PedEWn.• PORTION OF THE SE 1/4, SEC.19, TVIP. 23N., RGE. 5E.. W.M. S RECORDER'S CERTIFICATE LAND SURVEYOR'S CERTIFICATE 1II1s NISI �s��;a ;;;..� BAIMA & HOLMBERG INC. Ned for...cord UIaLK. ..day ef1W�•.,0.1.�A .L�� y moments a WPM mats byWILKINSON r : - f N 01 N E E R a A SURVEYORS L•� [[ I.,I1 A, 1. We Ascot Plat careen Y v:` See N Eoe11j�J.:J..e17�1.Tal pa9ey.L4al the request of me or under my direelon N cardamoms with the E .��y^i -1m MMOTT SIRED salts ISSM 80 0Ag0MA1a. 1sm7 - .. I SHORT PLAT t{1tE (A2!) 312-02l0 requremwste a th•appropriate Slale and County y: 9 DM.BY DATE JO•NO. 1610-001 M1WAY AaJPE N011tBf7t0. Statute and Ordlnena•M?OUST,t000 b, 4TI H N.D.O. 9/13/99 ONO.NO. 1610-001 I b ee-... WWI ee. �.S.h Ic .w ee 1 • yf1l. ...�j�....... 112T2 1.AL 1J70 1 OM. 'Or sCAIE ,9/EET Mgr. • Sup.of'Records l Certificate Ne. ,�man f"/O1 MJB L 1• 30' 1 1 - • • AFTER RECORDING MAIL TO: Bud King 26720 SE 216a St51 Maple Valley,WA 91038 S tin al Escrow Number:98-2889LD g . QUIT CLAIM DEED pmwr— a av 10344 THE GRANTOR AMY KING,spots of Grantee,for and In consideration of establishing a separate estate.conveys and quit claims to BUD KING,married,as his separate estate,the following described real o, estate,situated in the County of Khig State of WA,together with all after acquired title of the grantor(s) therein: Lot 72.Renton Co-Op Coal Acre Tracts No.2.according to the plat thereof reseeded in Volume 9 of Plats. �'`v(�` ON page 27.in King County,Washington. � Q �F V4 PRl: 7 Z Z Z00— 0 i{30. 6 VgN tP''! 10 Dated: December 8,1998 • ®f(` Cl10S) /#-;-7.VAS Kitig/� - 10 N Qa State of Washington County of King ) SS: I certify that I know or have satisfactory evidence that Amy Klee is the person(s) who appeared before me,and said person(s) acknowledged that 'shesigned this instrument and acknowledge it to be her free and voluntary act for the uses and purposes mentioned in this instrument Dated: December 9,1998 6- � /) /�l Notary Public in and for the State of Washington Residing at Enumclaw oFFlcytLeEA. My appointment expires: Sept 15,2000 --, • LINDA D.DERBY WanMYic-Itataattiiyte Mr CoMlttYnfs¢ptlfp -- •-- • • • Pap 1 oil LP9.12 Ei638408 12/ii/90 .00 .00 • s�� • AFTER RECORDING MAIL TO: Mr.Bud King p 26720 SE 2161h St. M Maple Valley, WA 98038 f` • CO n I, M VI • Filed for Record at Request of • Savrea Escrow Services • Escrow Number. 98.2889LD t11 • Statutory Warranty_Deed a Grantor(s):Donald Carl Wilkinson- PN' ,r}r- 8 Grantee(s):Bud King • W 1 Cr: Assessor's Tax Parcel Numberfsl:7222110 0430 07 501034$ n ae r t THE GRANTOR Donald Carl Wllklnsoa, hLzsalisae em ear Ina an orate consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid•conveys and warrants to Bud King,as hit tit ipgi separate estate,dba King Construction the following described real estate,situated in the County of King. (v State of Washington gf) Detailed Legal Lot 72,Renton Co•0p Coal Acre Tracts No.2,according to the plat thereof recorded in Volume 9 of Plats. we- in a Ccurny. c •- SUBJECT TO:Restrictions,exceptions and rose ations of record,including items contained in Schedule B attached hereto. Dated: December 8,1998 Donald Carl Wilkinson Carolyn Sue Wilkinson, spouse of Grantor • State of Washington County of King ) SS: I certify that I know or have satisfactory evidence that Donald Carl Wilkinson and Carolyn Sue Wilkinson is/are the person(s) who appeared before me,and said person(s) acknowledged that he she itIED signed this instrument and acknowledge it to be his her their free and voluntary act for the uses and purposes mentioned in this instrument. Dated: December 9, 1998 •••-,�J r Darby ocFleti&BEAt 3 Notary Public in and for the State of Washlagto UNDA D.DARBY Residing at Enumclaw seurrtvn'e- rlrttatrpt My appointment expires: Sept 15,2000 ReaIytaviule4613t•IS-4 LAB-ta 001 3d Irk SQ103311 111(03 ti)1 Id 00tS2t10 IDE-FRI% 19991110000025 1111111111111111 PAGE 001 OF 001 11/10/1990 88:52 KING COUNTY, WA Return Address: CITY OF RENTON DGCL 8.00 City Clerk's Office City of Renton 1055 South Grady Way Renton WA 98055 , DECLARATION OF RESTRICTIVE COVENANTS Property Tax Parcel Number:"72zzoo O`13a Project File#: LUA-99-02I Street Intersection: , i L �' 's C't Owner(s -Bu g O LOT 72NTON COOPERATIVE COAL COMPANY'S ACRE TRACTS,PLAT NO.2 AS RECORDED IN VOLUME 9 OF PLATS,PAGE 27,RECORDS OF KING.COUNTY,WASHINGTON. Whereas the Owners)as named above,desires to impose the following restrictive covenants running with the land as to use,present and future,of the described real property. �--( NOW,THEREFORE,the Owner hereby establishes,grants and imposes restrictions and covenants running with the land hereto attached described with respect to the use by the undersigned his successors,heirs,and assigns as follows: 01 p7 1. The use of extra rigid foundations supporting a flexible superstructure shall be incorporated Q7 into the general design of any proposed structures. 2 A small,square or a nearly square-shaped building pad shall be utilized as opposed to a large, irregularly shaped building pad. 3 Consideration in design of the superstructure shall include the ability to relevel the building and any gravity-dependent utilities. 4. Utility couplings shall be flexible enough to anticipate some post-construction ground movement 5 A qualified geotechnical engineer shall be present when site preparation is initiated so the appropriate corrective actions can be recommended if any mining related features are encountered IN WITNESS WHEREOF,said Owner has caused this instrument to be executed this.3(- day of 5ef ". 19 ri. STATE OF WASHINGTON )SS • COUNTY OF KING -} Bud kl�� I certify that I know or have satisfactory evidence that and signed this instrument and acknowledged that he/shekhey was/wore authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary of such party/parties ' - for the uses and urposes mend e�nstrument Notary Public in and for the State of Washington Notary(Print) M+GV1-e m Q VI rl My appointment expires: gill I a-o0 I Dated: V3 f q9 C.1PlanReviewlCDAVIS\SHRTPLATTOILtitSUtestcovHAZD00bh Page I ill111111111 19991110000025 PAM 11/18eei c 8e52 -• i. '' KING COUNTY, ua Return Address: CITY OF RENTON DGCL 8.00 City Clerk's Office City of Renton 1055 South Grady Way Renton WA 98055 DECLARATION OF RESTRICTIVE COVENANTS Property Tax Parcel Number:12Zzoc C Y 3o Project File#: LUA-99-021 - Street Intersection: and PL, �Jb yrs Lc% Owner(s •Bu g LOT 72.RENTON COOPERATIVE COAL COMPANY'S ACRE TRACTS,PLAT NO.2 AS RECORDED IN VOLUME 9 OF PLATS,PAGE 27,RECORDS OF KING COUNTY,WASHINGTON. CWhereas the Owner(s)as named above,desires to impose the following restrictive covenants running with the land as to use,present and future,of the described real property. tip NOW,THEREFORE,the Owner hereby establishes,grants and imposes restrictions and covenants running • with the land hereto attached described with respect to the use by the undersigned his successors,heirs,and tmq assigns as follows: O7 a) 1. The use of extra rigid foundations supporting a flexible superstructure shall be incorporated O) into the general design of any proposed structures. r" 2 A small,square or a nearly square-shaped building pad shall be utilized as opposed to a large, irregularly shaped building pad. 3 Consideration in design of the superstructure shall include the ability to relevel the building and any gravity-dependent utilities. 4. Utility couplings shall be flexible enough to anticipate some post-construction ground movement 5 A qualified geotechnical engineer shall be present when site preparation is initiated so the appropriate corrective actions can be recommended if any mining related features are encountered IN WITNESS WHEREOF,said Owner has caused this instrument to be executed this, reiday of SetZ . I 49 STATE OF WASHINGTON )SS _ COUNTY OF ICING :) Bud kir� i certify that I know or have satisfactory evidence that and signed this instrument and acknowledged that he/slielthey was/wore authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary of such parry/parties for the uses and urposes menti ed in the instrument Notary Public in and for the State of Washington Notary(Print) MiG -eIC LU Tr!a. VJr1 My appointment expires: a[1 /a-OO / Dated: V 319R C.1PIanReviewlCDAVIS'SHRTPLAT\FORMS\RestcovHAZDOCibh Page I idtav•_a villa:1G.ci if .;_Lod ., .....•.. . 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King.. *he S of .W res at Sei3.tt1e :aeai. :', n . . � f has aal:�sed these pr'ssents to "tbc R3?aled :1 witness • ,zerFcf }�Q I) • wit,` • il,s o'ory2 seas. and signed by its Pres and Secy? by autxasity of it s Board of Trsutees. • • IIG 111,,,,,,1111111111 AFTER RECORDING MAIL TO: 1II` FIRST SAVINGS BANK OF RENTON 0000317000197 P 0 BOX 360 PACIFIC NU TIT DT 17 s8 RENTON WA 98057 BP3/17/eEGOEeSLI KING COUNTY, LW [Space Above This Line For Recording Data)OF TRUST t-1)DEED ��II LN # 1 109824 02 PNWT ILED BY PN,f'r r— THIS DEED OF TRUST ("Security Instrument') is made on MARCH 14. 2000 cm The grantor is BUD KING. MARRIED. AS HIS SEPARATE ESTATE. DOING BUSINESS AS XING CONSTRUCTION ✓ ('Borrower'). The trustee is$AVREN SERVICE CORPORATION. A'WASHINGTON CORPORATION - ('Trustee'). The beneficiary is FIRST SAVINGS BANK OF RENTON o which is organized and existing under the laws of THE STATE OF WASHINGTON and whose address is 201 WELLS AVENUE SOUTH. RENTON. WA 98055 o ("Lender"). Borrower owes Lender the principal sum of o QNE_HUNDRED THOUSAND AND NO/100 Dollars (U.S $100.000.00 I. This debt is evidenced by Borrower's note dated the same date as this Security Instrument('Note'),which provides for monthly payments,with the full debt,if not paid earlier, due and payable on APRIL 1. 2010 . This Security Instrument secures to Lender: (a)the repayment of the debt evidenced by the Note, with interest, and all renewals, extensions and modifications of the Note, (b) the payment of all other sums, with interest, advanced under paragraph 7 to protect the security of this Security Instrument; and (c) the performance of Borrower's covenants and agreements under this Security Instrument and the Note. For this purpose, Borrower irrevocably grants and conveys to Trustee, in trust, with power of sale, the following described property located in KING County, Washington Tax Parcel ID/ 722200-0430-07 LOT 4 OF CITY OF RENTON SHORT PLAT NO. LUA 99-021—SHPL AS RECORDED UNDER RECORDING NUMBER 19991110900001; SAID SHORT PLAT BEING DESCRIBED AS FOLLOWS: LOT 72, RENTON CO—OP COAL. ACRE TRACTS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 27, IN KING COUNTY, WASHINGTON. which has the address of 2245 SHATTUCK AVE S RENTON IStreet ICayl Washington 98055 ('Property Address'); (Zip Code) WASHINGTON-Sin&Family-FNMA/FHLMC UNIFORM INSTRUMENT Form 3048 9/90 Pea 1 Doe N879 I1-23.97)FPS C848.01 TOGETHER WITH all the improvements now or hereafter erected on the property,and all easements,appurtenances,and fixtures now or hereafter a part of the property. All replacements and additions shall also be covered by this Security Instrument. All of the foregoing is referred to in this Security Instrument as the'Property' F or" BORROWER COVENANTS that Borrower is lawfully seised of the estate hereby conveyed v and has the right to grant and convey the Property and that the Property is unencumbered, except o for encumbrances of record. Borrower warrants and will defend generally the title to the Property o against all claims and demands, subject to any encumbrances of record c— THIS SECURITY INSTRUMENT combines uniform covenants for national use and non- ce,o uniform covenants with limited variations by jurisdiction to constitute a uniform security instrument covering real property. UNIFORM COVENANTS Borrower and Lender covenant and agree as follows. 1. Payment of Principal and Interest; Prepayment and Late Charges. Borrower shall c,4 promptly pay when due the principal of and interest on the debt evidenced by the Note and any prepayment and late charges due under the Note 2. Funds!or Taxes and Insurance. Subject to applicable law or to a written waiver by Lender, Borrower shall pay to Lender on the day monthly payments are due under the Note, until the Note is paid in full, a sum ('Funds')for: (a)yearly taxes.and assessments which may attain priority over this Security Instrument as a lien on the Property;lb)yearly leasehold payments or ground rents on the Property,if any,(c)yearly hazard or property insurance premiums;(d)yearly flood insurance premiums,if any,(e)yearly mortgage insurance premiums,if any,and If)any sums payable by Borrower to Lender, in accordance with the provisions of paragraph 8, in lieu of the payment of mortgage insurance premiums These items are called'Escrow Items.' Lender may, at any time,collect and hold Funds in an amount not to exceed the maximum amount a lender for a federally related mortgage loan may require for Borrower's escrow account under the federal Real Estate Settlement Procedures Act of 1874 as amended from time to time, 12 U S.C. t 2601 et seq.('RESPA'),unless another law that applies to the Funds sets a lesser amount If so,Lender may, at any time, collect and hold Funds in an amount not to exceed the lesser amount. Lender may estimate the amount of Funds due on the basis of current data and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with applicable law. The Funds shall be held in an institution whose deposits are insured by a federal agency, instrumentality,or entity(including Lender,if Lender is such an institution)or in any Federal Home Loan Bank Lender shall apply the Funds to pay the Escrow Items Lender may not charge Borrower for holding and applying the Funds,annually analyzing the escrow account,or verifying the Escrow Items,unless Lender pays Borrower interest on the Funds and applicable law permits Lander to make such a charge. However,Lender may require Borrower to pay a one-tune charge for an independent real estate tax reporting service used by Lender in connection with this loan, unless applicable law provides otherwise. Unless an agreement is made or applicable taw requires interest to be paid, Lender shall not be required to pay Borrower any interest or earnings on the Funds. Borrower and Lender may agree in writing, however, that interest shall be paid on the Funds. Lender shall give to Borrower,without charge,an annual accounting of the Funds,showing credits and debits to the Funds and the purpose for which each debit to the Funds was made The Funds are pledged as additional security for all sums secured by this Security Instrument If the Funds held by Lender exceed the amounts permitted to be held by applicable law, Lander shall account to Borrower for the excess Funds in accordance with the requirements of applicable law. If the amount of the Funds held by Lender at any time is not sufficient to pay the Escrow Items when due, Lender may so notify Borrower in writing, and, in such case Borrower shall pay to Lender the amount necessary to make up the deficiency Borrower shall make up the deficiency in no more than twelve monthly payments, at Lender's sole discretion Upon payment in full of all sums secured by this Security Instrument,Lender shall promptly refund to Borrower any Funds held by Lender If,under paragraph 21,Lender shall acquire or sell the Property,Lender,prior to the acquisition or sale of the Property,shall apply any Funds held by Lender at the time of acquisition or sale as a credit against the sums secured by this Security Instrument. 3. Application of Payments. Unless applicable law provides otherwise, all payments received by Lender under paragraphs 1 and 2 shall be applied. first, to any prepayment charges due under the Note;second,to amounts payable under paragraph 2:third,to interest due:fourth, to principal due;and last,to any late charges due under the Note. 4. Charges; Liens. Borrower shall pay all taxes, assessments, charges, fines and impositions attributable to the Property which may attain priority over this Security Instrument,and leasehold payments or ground rents, if any Borrower shall pay these obligations in the manner provided in paragraph 2, or if not paid in that manner, Borrower shall pay them on time directly to the person owed payment. Borrower shall promptly furnish to Lender all notices of amounts to be WASHINGTON-Snpla Famlly-FNMA/FHLMC UNIFORM INSTRUMENT Form 3048 9r90 P6go 2 Doc/880 (1.23.971 FPS C846-02 • paid under this paragraph If Borrower makes these payments directly, Borrower shall promptly furnish to Lender receipts evidencing the payments Borrower shall promptly discharge any lien which has priority over this Security Instrument unless Borrower (a) agrees in writing to the payment of the obligation secured by the lien in a manner acceptable to Lender;(b)contests in good faith the lien by,or defends against enforcement of the lien in, legal proceedings which in the Lender's opinion operate to prevent the enforcement of the lien; or (c) secures from the holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security Instrument If Lender determines that any part of the Property is subject to a lien which may attain priority over this Security_Instrument,Lender may give Borrower a nonce identifying the lien. Borrower shall satisfy the lien or take one or more of the actions set forth above within 10 days of the giving of notice 5. Hazard or Property Insurance. Borrower shall keep the improvements now existing or hereafter erected on the Property insured against loss by fire,hazards included within the term 'extended coverage'and any other hazards,including floods or flooding,for which Lender requires Insurance. This insurance shall be maintained in the amounts and for the periods that Lender requires The insurance carrier providing the insurance shall be chosen by Borrower subject to Lender's approval which shall not be unreasonably withheld If Borrower fails to maintain coverage described above,Lender may,at Lender's option,obtain coverage to protect Lender's rights in the Property in accordance with paragraph 7 All insurance policies and renewals shall be acceptable to Lender and shall include a standard mortgage clause. Lender shall have the right to hold the policies and renewals If Lender requires,Borrower shall promptly give to Lender all receipts of paid premiums and renewal notices In the event of loss,Borrower shall give prompt notice to the insurance carrier and Lender. Lender may make proof of loss if not made promptly by Borrower Unless Lender and Borrower otherwise agree in writing,insurance proceeds shall be applied rn to restoration or repair of the Property damaged,if the restoration or repair is economically feasible and Lender's security is not lessened. If the restoration or repair is not economically feasible or o Lender's security would be lessened,the insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due, with any excess paid to Borrower If c— Borrower abandons the Property,or does not answer within 30 days a notice from Lender that the insurance carrier has offered to settle a claim, then Lender may collect the insurance proceeds. on Lender may use the proceeds to repair or restore the Property or to pay sums secured by this • Security Instrument, whether or not then due The 30-day penod will begin when the notice is o given. C' Unless Lender and Borrower otherwise agree in writing, any application of proceeds to principal shall not extend or postpone the due date of the monthly payments referred to in paragraphs 1 and 2 or change the amount of the payments If under paragraph 21 the Property is acquired by Lender, Borrower's right to any insurance policies and proceeds resulting from damage to the Property prior to the acquisition shall pass to Lender to the extent of the sums secured by this Security Instrument immediately prior to the acquisition 6. Occupancy,Preservation.Maintenance and Protection of the Property;Borrower's Loan Application;Leaseholds. Borrower shall occupy,establish and use the Property as Borrower's principal residence within sixty days after the execution of this Security Instrument and shall continue to occupy the Property as Borrower's principal residence for at least one year after the date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's control. Borrower shall not destroy, damage or impair the Property, allow the Property to deteriorate, or commit waste on the Property. Borrower shall be in default if any forfeiture action or proceeding,whether civil or criminal,is begun that in Lender's good faith judgment could result in forfeiture of the Property or otherwise materially impair the lien created by this Security Instrument or Lender's security interest. Borrower may cure such a default and reinstate, as provided in paragraph 18, by causing the action or proceeding to be dismissed with a ruling that, in Lender's good faith determination,precludes forfeiture of the Borrower's interest in the Property or other material Impairment of the lien created by this Security Instrument or Lender's security interest. Borrower shall also be in default if Borrower, during the loan application process, gave materially false or inaccurate Information or statements to Lender for failed to provide Lender with any material information) in connection with the loan evidenced by the Note, including, but not limited to, representations concerning Borrower's occupancy of the Property as a principal residence If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions of the lease If Borrower acquires fee title to the Property, the leasehold and the fee title shall not merge unless Lender agrees to the merger in writing 7. Protection of Lender's Rights in the Property. If Borrower fails to perform the covenants and agreements contained in this Security Instrument,or there is a legal proceeding that may significantly affect Lender's rights in the Property (such as a proceeding in bankruptcy, probate,for condemnation or forfeiture or to enforce laws or regulations),then Lender may do and pay for whatever is necessary to protect the value of the Property and Lender's rights in the WASHINGTON-Singh,Family-FNMA/FHLMC UNIFORM INSTRUMENT Form 3048 9/90 Pia 3 Doe#881 I1.23-971 FPS C848.03 Property. Lender's actions may include paying any sums secured by a lien which has priority over this Security Instrument,appearing in court,paying reasonable attorneys'fees and entering on the Property to make repairs. Although Lender may take action under this paragraph 7,Lender does not have to do so Any amounts disbursed by Lender under this paragraph 7 shall become additional debt of t` Borrower secured by this Security Instrument. Unless Borrower and Lender agree to other terms r' of payment,these amounts shall bear interest from the date of disbursement at the Note rate and o shall be payable,with interest, upon notice from Lender to Borrower requesting payment. 8. Mortgage Insurance. If Lender required mortgage insurance as a condition of e•-• making the loan secured by this Security Instrument,Borrower shall pay the premiums required to maintain the mortgage insurance in effect If, for any reason, the mortgage insurance coverage ., required by Lender lapses or ceases to be in effect. Borrower shall pay the premiums required to • obtain coverage substantially equivalent to the mortgage insurance previously in effect, at a cost o substantially equivalent to the cost to Borrower of the mortgage insurance previously in effect, from an alternate mortgage insurer approved by Lender. If substantially equivalent mortgage N insurance coverage is not available,Borrower shall pay to Lender each month a sum equal to one- twelfth of the yearly mortgage insurance premium being paid by Borrower when the insurance coverage lapsed or ceased to be an effect Lender will accept, use and retain these payments as a loss reserve in lieu of mortgage insurance Loss reserve payments may no longer be required, at the option of Lender, if mortgage insurance coverage (in the amount and for the period that Lender requires) provided by an insurer approved by Lender again becomes available and Is obtained. Borrower shall pay the premiums required to maintain mortgage insurance in effect,or to provide a loss reserve, until-the requirement for mortgage insurance ends in accordance with any written agreement between Borrower and Lender or applicable law. 9. Inspection. Lender or its agent may make reasonable entries upon and inspections of the Property. Lender shall give Borrower notice at the time,of or prior to an inspection specifying reasonable cause for the inspection 10. Condemnation. The proceeds of any award or claim for damages, direct or consequential, in connection with any condemnation or other taking of any part of the Property, or for conveyance in lieu of condemnation, are hereby assigned and shall be paid to Lender. In the event of a total taking of the Property, the proceeds shall be applied to the sums secured by this Security Instrument,whether or not then due, with any excess paid to Borrower. In the event of a partial taking of the Property an which the fair market value of the Property immediately before the taking is equal to or greater than the amount of the sums secured by this Security Instrument immediately before the taking, unless Borrower and Lender otherwise agree in writing, the sums secured by this Security Instrument shall be reduced by the amount of the proceeds multiplied by the following fraction• la) the total amount of the sums secured immediately before the taking, divided by (b) the fair market value of the Property immediately before the taking. Any balance shall be paid to Borrower. In the event of a partial taking of the Property in which the fair market value of the Property immediately before the taking is less than the amount of the sums secured immediately before the taking, unless Borrower and Lender otherwise agree in writing or unless applicable law otherwise provides, the proceeds shall be applied to the sums secured by this Security Instrument whether or not the sums are then due If the Property is abandoned by Borrower,or if,after notice by Lender to Borrower that the condemnor offers to make an award or settle a claim for damages, Borrower fails to respond to Lender within 30 days after the date the notice is given, Lender is authorized to collect and apply the proceeds, at its option, either to restoration or repair of the Property or to the sums secured by this Security Instrument,whether or not then due Unless Lender and Borrower otherwise agree in writing, any application of proceeds to principal shall not extend or postpone the due date of the monthly payments referred to in paragraphs 1 and 2 or change the amount of such payment. 11. Borrower Not Released,Forbearance By Lender Not a Waiver. Extension of the time for payment or modification of amortization of the sums secured by this Security instrument . granted by Lender to any successor in interest of Borrower shall not operate to release the liability of the original Borrower or Borrower's successors in interest Lender shall not be required to commence proceedings against any successor in interest or refuse to extend time for payment or otherwise modify amortization of the sums secured by this Security Instrument by reason of any demand made by the original Borrower or Borrower's successors in interest. Any forbearance by Lender in exercising any right or remedy shall not be a waiver of or preclude the exercise of any right or remedy. 12. Successors end Assigns Bound; Joint and Several Liability. Co-signers. The covenants and agreements of this Security Instrument shall bind and benefit the successors and assigns of Lender and Borrower,subiect to the provisions of paragraph 17. Borrower's covenants and agreements shall be joint and several. Any Borrower who co-signs this Security Instrument but does not execute the Note (a)is co-signing this Security Instrument only to mortgage,grant and convey that Borrower's interest in the Property under the terms of this Security Instrument; WASHINGTON-Single Family-FNMAIFHLMC UNIFORM INSTRUMENT Form 3048 9/90 p.a 4 Doe ir882 it-23-971 FPS C848-04 • • (b)is not personally obligated to pay the sums secured by this Security Instrument,and lc)agrees that Lender and any other Borrower may agree to extend, modify, forbear or make any accommodations with regard to the terms of this Security Instrument or the Note without that Borrower's consent 13. Loan Charges. If the loan secured by this Security Instrument is subject to a law which sets maximum loan charges,and that law is finally interpreted so that the interest or other loan charges collected or to be collected in connection with the loan exceed the permitted limits, then: (a)any such loan charge shall be reduced by the amount necessary to reduce the charge to the permitted limit, and(b) any sums already collected from Borrower which exceeded permitted limits will be refunded to Borrower Lender may choose to make this refund by reducing the pnncipal owed under the Note or by making a direct payment to Borrower. If a refund reduces pnncipal, the reduction will be treated as a partial prepayment without any prepayment charge under the Note 14. Notices. Any notice to Borrower provided for in this Security Instrument shall be given by delivering it or by mailing it by first class mail unless applicable law requires use of another method The notice shall be directed to the Property Address or any other address Borrower designates by notice to Lender Any notice to Lender shall be given by first class mail to Lender's address stated herein or any other address Lender designates by notice to Borrower. Any notice provided for in this Security Instrument shall be deemed to have been given to Borrower or Lender when given as provided in this paragraph 15. Governing Law;Severability. This Security Instrument shall be governed by federal law and the law of the jurisdiction in which the Property is located In the event that any provision or clause of this Security Instrument or the Note conflicts with applicable law,such conflict shall not affect other provisions of this Security Instrument or the Note which can be given effect without the conflicting provision. To this end the provisions of this Security Instrument and the Note are declared to be severable 16. Borrower's Copy. Borrower shall be given one conformed copy of the Note and of this Security Instrument. 17. Transfer of the Property or a Beneficial Interest in Borrower. If all or any part of r the Property or any interest in it is sold or transferred(or if a beneficial interest in Borrower is sold "' or transferred and Borrower is not a natural person)without Lender's prior written consent,Lender may, at its option, require immediate payment in full of all sums secured by this Security Instrument. However, this option shall not be exercised by Lender if exercise is prohibited by c— federal law as of the date of this Security Instrument If Lender exercises this option, Lender shall give Borrower notice of acceleration The c notice shall provide a penod of not less than 30 days from the date the notice is delivered or mailed cm within which Borrower must pay all sums secured by this Security Instrument. If Borrower fails • to pay these sums prior to the expiration of this period,Lender may invoke any remedies permitted cm by this Security Instrument without further notice or demand on Borrower. CV 18. Borrower's Right to Reinstate. If Borrower meets certain conditions,Borrower shall have the right to have enforcement of this Security Instrument discontinued at any time prior to the earlier of. (a)5 days (or such other period as applicable law may specify for reinstatement) before sale of the Property pursuant to any power of sale contained in this Security Instrument, or(b)entry of a Judgment enforcing this Security Instrument. Those conditions are that Borrower la)pays Lender all sums which then would be due under this Security Instrument and the Note as if no acceleration had occurred; (b) cures any default of any other covenants or agreements; (c) pays all expenses incurred in enforcing this Secunty Instrument, including, but not limited to, reasonable attorneys' fees; and (d)takes such action as Lender may reasonably require to assure that the lien of this Security Instrument,Lender's rights in the Property and Borrower's obligation to pay the sums secured by this Security Instrument shall continue unchanged, Upon reinstatement by Borrower, this Security Instrument and the obligations secured hereby shall • remain fully effective as if no acceleration had occurred However,this right to reinstate shall not apply in the case of acceleration under paragraph 17 19. Sale of Note;Change of Loan Servicer. The Note or a partial interest in the Note (together with this Security Instrument) may be sold one or more times without prior notice to Borrower. A sale may result In a change in the entity.(known as the'Loan Servicer')that collects monthly payments due under the Note and this Security Instrument. There also may be one or mare changes of the Loan Servicer unrelated to a sale of the Note If there is a change of the Loan Servicer, Borrower will be given written notice of the change in accordance with paragraph 14 above and applicable law The notice will state the name and address of the new Loan Servicer and the address to which payments should be made The notice will also contain any other information required by applicable law. 20. Hazardous Substances. Borrower shall not cause or permit the presence; use, disposal, storage,or release of any Hazardous Substances on or in the Property Borrower shall not do, nor allow anyone else to do, anything affecting the Property that is in violation of any Environmental Law. The preceding two sentences shall not apply to the presence, use,or storage WASHINGTONSmola F.mily-FNMA/FHLMC UNIFORM INSTRUMENT Form 3048 9r90 Pogo 5 Doe R883 11.23.971 FPS C848.05 on the Property of small quantities of Hazardous Substances that are generally recognized to be appropriate to normal residential uses and to maintenance of the Property Borrower shall promptly give Lender written notice of any investigation, claim, demand, lawsuit or other action by any governmental or regulatory agency or private party involving the Property and any Hazardous Substance or Environmental Law of which Borrower has actual knowledge. If Borrower learns,or is notified by any governmental or regulatory authority,that any removal or other remediation of any Hazardous Substance affecting the Property is necessary, • Borrower shall promptly take all necessary remedial actions in accordance with Environmental • Law.As used in this paragraph 20,'Hazardous Substances'are those substances defined as toxic r— or hazardous substances by Environmental Law and the following substances: gasoline,kerosene, other flammable or toxic petroleum products, toxic pesticides and herbicides, volatile solvents, cn materials containing asbestos or formaldehyde, and radioactive materials As used in this • paragraph 20, 'Environmental Law' means federal laws and laws of the jurisdiction where the o Property is located that relate to health, safety or environmental protection. NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as c' follows. 21. Acceleration,Remedies. Lender shall give notice to Borrower prior to acceleration following Borrower's breach of any covenant or agreement in this Security Instrument(but not prior to acceleration under paragraph 17 unless applicable law provides otherwise). The notice shall specify: (a) the default; (b) the action required to cure the default; (c) a date, not less than 30 days from the date the notice is given to Borrower,-by which the default must be cured, and(dl that failure to cure the default on or before the date specified In the notice may result In acceleration of the sums secured by this Security Instrument and sale of the Property at public auction at a date not less than 120 days In the future The notice shall further Inform Borrower of the right to reinstate after acceleration, the right to bring a court action to assert the non- existence of a default or any other defense of Borrower to acceleration and sale, and any other matters required to be included in the notice by applicable law. If the default is not cured on or before the date specified in the notice,Lender at its option may require immediate payment in full of all sums secured by this Security Instrument without further demand and may invoke the power of sale and any other remedies permitted by applicable law. Lender shall be entitled to collect all expenses incurred in pursuing the remedies provided in this paragraph 21,including,but not limited to,reasonable attorneys'fees and costs of title evidence. If Lender invokes the power of sale, Lender shall give written notice to Trustee of the occurrence of an event of default and of Lender's election to cause the Property to be sold. Trustee and Lender shall take such action regarding notice of sale and shall give such notices to Borrower and to other persons as applicable law may require. After the time required by applicable law and after publication of the notice of sale,Trustee,without demand on Borrower,shall sell the Property at public auction to the highest bidder at the time and place and under the terms designated In the notice of sale in one or more parcels and in any order Trustee determines. Trustee may postpone sale of the Property for a period or periods permitted by applicable law by public announcement at the time and place fixed in the notice of sale. Lender or its designee may purchase the Property at any sale. Trustee shall deliver to the purchaser Trustee's deed conveying the Property without any covenant or warranty,expressed or implied. The recitals in the Trustee's deed shall be prima facie evidence of the truth of the statements made therein. Trustee shall apply the proceeds of the sale in the following order: (a) to all expenses of the sale, including, but not limited to, reasonable Trustee's and attorneys' fees; lb) to all sums secured by this Security Instrument; and (c) any excess to the person or persons legally entitled to it or to the clerk of the superior court of the county in which the sale took place. 22. Reconveyance. Upon payment of all sums secured by this Security Instrument, Lender shall request Trustee to reconvey the Property and shall surrender this Security Instrument • and all notes evidencing debt secured by this Security Instrument to Trustee Trustee shall reconvey the Property without warranty to the person or persons legally entitled to it Such person _. . or persons shall pay any recordation costs. Lender may charge such person or persons a fee for raconveying the Property but only if the fee is paid to a third party (such as the Trustee) for services rendered and the charging of the fee is permitted under applicable law 23. Substitute Trustee. In accordance with applicable law, Lender may from time to time appoint a successor trustee to any Trustee appointed hereunder who has ceased to act. Without conveyance of the Property,the successor trustee shall succeed to all the title,power and duties conferred upon Trustee herein and by applicable law. 24. Use of Property. The Property is not used principally for agricultural or farming purposes. 25. Riders to this Security Instrument. If one or more riders are executed by Borrower and recorded together with this Security Instrument,the covenants and agreements of each such • WASHINOTON-Snel.Fam.y-FNMAFFHLMC UNIFORM INSTRUMENT FONT 3048 9190 Pig.a Doc 1884 11.23.97)FPS C848.08 • • rider shall be incorporated into and shall amend and supplement the covenants and agreements of this Security Instrument as if the rider(s)were a part of this Security Instrument (Check applicable box(es)1 ❑ Adjustable Rate Rider 0 Condominium Rider ❑ 1-4 Family Rider ❑ Graduated Payment Rider 0 Planned Unit Development Rider 0 Biweekly Payment Rider ❑ Balloon Rider ❑ Rate Improvement Rider El Second Home Rider ❑ Other(s) [specify) BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in pages 1 through 7 of this Security Instrument and in any rider(s) executed by Borrower and recorded with it Witness. Witness: •- (Seel) - D ICING " -Borrower (SeeII -Borrower 1--- al (Seel) 0 Borrower 0 c' r` (Seal) -Borrower M 0 c (Seal) o -Borrower N (Seel) -Borrower STATE OF WASHINGTON, KING County ss On this 15TH day of MARCH , 2000 , before me the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared • BUD ICING to me known to be the individualls)descnbed in and who executed the foregoing instrument,and acknowledged to me that HE signed and sealed the said instrument as ens free and voluntary act and deed,for the uses and purposes therein mentioned WITNESS my hand and official seal affixed the day and year in this certificate above written E ---3 of id Public in and for the State of Wa ' ton UNDAD.DARBY residing at ENUMCLAW ory� _Set sI My Commission expires: 9/15/00 WASHINGTON-Single Family-FNMA/MAC UNIFORM INSTRUMENT Form 3048 9/90 Pepe 7 Doc W885 (1-23-97)FPS C848.07 REQUEST FOR RECONVEYANCE To Trustee: The undersigned is the holder of the note or notes secured by this Deed of Trust. Said note or notes,together with all other Indebtedness secured by this Deed of Trust,have been paid in full r- You are hereby directed to cancel said note or notes and this Deed of Trust, which are delivered .r hereby,and to reconvey,without warranty,all the estate now held by you under this Deed of Trust c to the person or persons*pally entitled thereto. 0 N Date: • cn o ' C• C'V WASHINOTON-Sinpb Family-FNMA/FHLMC UNIFORM INSTRUMENT Form 3048 9/90 Page a Doc/1888 17.23.971 FPS Ce48.08 • LN 0 1 109824 02 1-4 FAMILY RIDER Assignment of Rents THIS 1-4 FAMILY RIDER is made this 14TH day of MARCH , 2000 and is incorporated into and shall be deemed to amend and supplement the Mortgage, Deed of Trust or Security Deed (the "Secunty Instrument") of the same date given by the undersigned (the "Borrower')to secure Borrower's Note to FIRST SAVINGS BANK OF RENTON (the"Lender")of the same date and covering the Property described in the Security Instrument and located at 2245 SHATTUCK AVE S RENTON wA 98055 (Property Address' 1- FAMILY COVENANTS. In addition to the covenants and agreements made in the Security Instrument, Borrower and Lender further covenant and agree as follows A. ADDITIONAL PROPERTY SUBJECT TO THE SECURITY INSTRUMENT. In addition to the Property described in the Security Instrument,the following items are added to the Property description, and shall also constitute the Property covered by the Security Instrument: building materials, appliances and goods of every nature whatsoever now or hereafter located in, on, or used,or intended to be used in connection with the Property, including, but not limited to,those for the purposes of supplying or distributing heating, cooling, electricity, gas, water,air and light, fire prevention and extinguishing apparatus,security-and access control apparatus, plumbing,bath tubs, water heaters, water closets, sinks, ranges, stoves, refrigerators, dishwashers, disposals, washers, dryers, awnings, storm windows, storm doors, screens, blinds, shades, curtains and curtain rods, attached mirrors, cabinets, panelling and attached floor coverings now or hereafter attached to the Property, all of which, including replacements and additions thereto, shall be deemed to be and remain a part of the Property covered by the Security Instrument All of the foregoing together with the Property described in the Security Instrument(or the leasehold estate if the Security Instrument is on a leasehold)are referred to in this 1-4 Family Rider and the Secunty Instrument as the'Property.' B. USE OF PROPERTY; COMPLIANCE WITH LAW. Borrower shall not seek, agree to or make a change in the use of the Property or its zoning classification, unless Lender has agreed in writing to the change Borrower shall comply with all laws, ordinances, regulations and r.. requirements of any governmental body applicable to the Property m C SUBORDINATE LIENS. Except as permitted by federal law, Borrower shall not allow d any lien inferior to the Security Instrument to be perfected against the Property without Lender's prior written permission. r_ D. RENT LOSS INSURANCE. Borrower shall maintain insurance against rent loss in o addition to the other hazards for which insurance is required by Uniform Covenant 5 d E. "BORROWER'S RIGHT TO REINSTATE" DELETED. Uniform Covenant 18 is deleted 0 r F. BORROWER'S OCCUPANCY Unless Lender and Borrower otherwise agree in writing, the first sentence in Uniform Covenant 6 concerning Borrower's occupancy of the Property is deleted All remaining covenants and agreements set forth in Uniform Covenant 6 shall remain in effect. G. ASSIGNMENT OF LEASES. Upon Lender's request, Borrower shall assign to Lender all leases of the Property and all security deposits made in connection with leases of the Property. Upon the assignment, Lender shall have the right to modify,extend or terminate the existing leases and to execute new leases, in Lender's sole discretion As used in this paragraph G, the word 'lease" shall mean "sublease" if the Security Instrument is on a leasehold H. ASSIGNMENT OF RENTS; APPOINTMENT OF RECEIVER; LENDER IN POSSESSION Borrower absolutely and unconditionally assigns and transfers to Lender all the rents and revenues ("Rents")of the Property,regardless of to whom the Rents of the Property are payable. Borrower authorizes Lender or Lender's agents to collect the Rents, and agrees that each tenant of the Property shall pay the Rents to Lender or Lender's agents However, Borrower shall receive the Rents until(i)Lender has given Borrower notice of default pursuant to paragraph 21 of the Security Instrument and(ii)Lender has given notice to the tenant(s) that the Rents are to be paid to Lender or Lender's agent This assignment of Rents constitutes an absolute assignment and not an assignment for additional security only If Lender gives notice of breach to Borrower: Irl all Rents received by Borrower shall be held by Borrower as trustee for the benefit of Lender only, to be applied to the sums secured by the Security Instrument, Oil Lender shall be entitled to collect and receive all of the Rents of the MULTISTATE 1-4 FAMILY RIDER•Fannia MaaIFradd.Mac Uniform Instrument Doc 8312(1.21.97)FPS881.61 . Property; (iii) Borrower agrees that each tenant of the Property shall pay all Rents due and unpaid to Lender or Lender's agents upon Lender's written demand to the tenant,(iv)unless applicable law ti provides otherwise, all Rents collected by Lender or Lender's agents shall be applied first to the cri costs of taking control of and managing the Property and collecting the Rents, including, but not o limited to,attorney's fees,receiver's fees, premiums on receiver's bonds,repair and maintenance o costs,Insurance premiums,taxes,assessments,and other charges on the Property,and then to the sums secured by the Security Instrument; Iv)Lender, Lender's agents or any judicially appointed receiver shall be liable to account for only those Rents actually received; and (vi) Lender shall be • entitled to have a receiver appointed to take possession of and manage the Property and collect the c Rents and profits derived from the Property without any showing as to the inadequacy of the Property as security. If the Rents of the Property are not sufficient to cover the costs of'taking control of and o managing the Property and of collecting the Rents any funds expended by Lender for such purposes `" shall become indebtedness of Borrower to Lender secured by the Secunty Instrument pursuant to Uniform Covenant 7 Borrower represents and warrants that Borrower has not executed any prior assignment of the Rents and has not and wilt not perform any act that would prevent Lender from exercising its nghts under this paragraph. Lender, or Lender's agents or a Judicially appointed receiver, shall not be required to enter upon,take control of or maintain the Property before or after giving notice of default to Borrower. However,Lender,or Lender's agents or a Judicially appointed receiver,may do so at any time when. a default occurs. Any application of Rents shall not cure or waive any default or invalidate any other nght or remedy of Lander:This assignment of Rents of the Property shall terminate when all the sums secured by the Secunty Instrument are paid in full I. CROSS-DEFAULT PROVISION. Borrower's default or breach under any note or agreement in which Lender has an interest shall be a breach under the Security Instrument and Lender may invoke any of the remedies permitted by the Security Instrument BY SIGNING BELOW, Borrower accepts and agrees to the terms and provisions contained in this 1-4 Family Rider. � tf (Seal) BUD KING -Borrower (Seal) -Borrower (Seal) •Borrower (Seal) -Borrower (Seal) •Borrower (Seal) -Borrower MULTISTATE 1.4 FAMILY RIDER.Fann,a Ma.IFraddio Mae Uniform Instrument Dec 1313(1-21.97J FF5801.62 **************************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R0007078 Amount : 2 , 000 . 00 12/14/00 10 : 55 Payment Method: CHECK Notation: KING CON #2859 Init : JEJ Project #: LUA00-161 Type: LUA Land Use Actions Location: 2245 SHATTTUCK AV S Total Fees : 2 , 519 .47 This Payment 2, 000 . 00 Total ALL Pmts : 2, 000 . 00 Balance: 519 .47 **************************************************************** Account Code Description Amount 000 .345 . 81 . 00 . 0007 Environmental Review 500 . 00 000 .345 . 81 . 00 . 0008 Prelim/Tentative Plat 1, 500 . 00 ****************************7(x********************************** City of Renton WA Receipt **************************************************************** Receipt Number: R0007079 Amount : 519 .47 12/14/00 10 :56 Payment Method: CHECK Notation: GRIFFITH #4627 Init : JEJ Project #: LUA00-161 Type : LUA Land Use Actions Location: 2245 SHATTTUCK AV S Total Fees : 2 , 519 .47 This Payment 519 .47 Total ALL Pmts : 2, 519 .47 Balance : . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0008 Prelim/Tentative Plat 500 . 00 000 . 05 . 519 . 90 .42 . 1 Postage 19 .47