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17908 VISTA DEL MAR DR.PDFIiiiiiiiiiiiii 13581 17908 VISTA D E L MAR DR ADDRESS: TAX ACCOUNTIPARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS:- o&!o 66-G1- DETERMINATION: ❑ Conditional Waiver Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: a�(Aplc DRAINAGE PLAN DATED: PARKING AGREEMENTS DA EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DA SCALED PLOT PLAN DA' SEWER LID FEE $: LID #: SHORT PLAT FILE: 11 " -15, - / LOT: BLOCK: SIDE SEWER AS BUILT DATED: ✓ // (� SIDE SEWER PERMIT(S) #:_ GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DA' LATEMP\DSTs\Forms\.Street File Checklist.doc -Y #P20 Of EDP � �tia City of Edmonds Development ServiRSEDGIETV E D Planning Division Phone: 425.771.0220 AUG 19 2005 �1107 1g90 Fax: 425.771.0221 DEVELOPMENT SERVICES CTR. The Critical Areas Checklist contained on this .form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). I-] Date Received: 0$ Ll I WO City Receipt #: oi' Critical Areas File #: 1,0067 -1 Z4 Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: ? -,? -d2o05 A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction witfii is Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from, any action or infraction based in whole or part..upon-. false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true .and correct to the best of my knowledge and that I am authorize le this application on the behalf of the owner as listed below. SIGNATURE OF APPI,icANVA4�LT DATE 0� Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection/a"sting attendant to this application. SIGNATURE OF Owner/Applicant: Name �. Street Address City State Zip Telephone: Q 2_- 52 % Y0 Email address (optional): L $but J�e6 0 Ccv+hIiNX. ()�}— DATE Applicant Representative: L�1f-!To l Name 4Z7� Street Address 54-M e-- Cityr State Zip Telephone:LJ 2-5" Sa 8 - 741 Email Address (optional): #P20 Critical Areas Checklist CA File No: Site Information (soils/topography/hydrology/vegetation) t 3 1. Site Address/Location: ,_ 2_ � !. l�dl 2. Property Tax Account Number: 2 -00 0 O � Ob 3. Approximate Site Size (acres or square feet): 1 Z,0 2-b Sa . 4. Is this site currently developed? )( yes; no. If yes; how is site developed?r . 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): -. f � 1�r 61yVt_ c.,,yJ e_ Site contains areas of year-round standing water: Approx. Depth: Site contains areas of seasonal standing water: ; Approx. Depth: t What season(s) of the.year? Site is in the floodway. floodplain of a watercourse. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? ). �1Q1k Site is primarily: forested ; meadow ; shrubs ; mixed ; urban landscaped (lawn, shrubs etc) 0 M. Obvious wetland is present on site: b! U ---- _------- _____�_____�__�___w�___------- For City Staff Use Only=-- 1. Plan Check Number, if applicable? ICI Oh -C, AI \1Z1y1 2. Site is,Zoned? 12- 5 — 12 3. SCS mapped sod P.e(s)? 5'Aldi&WQDdQKAV411L41 O 1 6- L r3 5 O e5� O cA — -w+rG t 6 a 2Z — -b 4. Critical Areas inventory or C.A. map indicates.Critical Area on site� i'oYl V1 a Z6i 12(/ 5. Site within designated earth subsidence landslide hazard.area? __AJ 0`— , Q LA,4� t3 l-V1 I ci t' rx Cffi (A' a 1 40 vv1 A 1-c -- v1 U 1 ru,+tA-yv1; h ati tm . DETERMINATION e'Z�S � STUDY REQUIRED WAIVER VQ Reviewed bv: .Date: oq f C M o 5 Critical Areas Checklist.dod3.25.2004 CITY OF EDMONDS CRITICAL AREAS RECONNAISSANCE REPORT Site Location: 18002 Kairez Drive Tax Acct. Number: 00914200000300 Determination: Study Required Determination #: CA-2005-124 Applicant: Jeffrey A. Whitney Owner: West Bank Properties LLC CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED (CA-2005-124) During review and inspection of the subject site, it was found that the site may contain or be adjacent to critical areas, including an Erosion Hazard Area and Landslide Hazard Area pursuant to Chapter 23.40 of the Edmonds Community Development Code (ECDC). GENERAL CRITICAL AREAS REPORT REQUIREMENTS Critical Areas Reports identify, classify and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potential impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific development proposal to complete the study. You may also choose submit the entire study with your specific development application. • Please review the minimum report requirements for all types of Critical Areas which are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below). • Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study and an approved list of consultants that you may choose from. You may contact the Planning Division for more information. • General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110 through 23.40.140. STUDY REQUIREMENT — EROSION HAZARD AREA It appears that this property contains or is adjacent to an Erosion Hazard Area. • Erosion Hazard areas include Alderwood and Everett series soils on slopes of 15 percent or greater. among others. • Landslide Hazard Areas are further defined in ECDC 23.80.020.A. • In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Erosion Hazard Areas (which are one of the Geologically Hazardous Areas) are provided in ECDC 23.80.050. • Note that Stable Erosion Hazard Areas may have limited report requirements at the director's discretion. At a minimum an erosion and sediment control plan prepared in compliance with the requirements in ECDC Chapter 18.30 shall be required. DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS Development is restricted within an Erosion Hazard Area. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer or other qualified professional. • Development standards are given in ECDC 23.80.060 and 23.80.070. STUDY REQUIREMENT — LANDSLIDE HAZARD AREA It appears that this property contains or is adjacent to a Landslide Hazard Area. • A Landslide Hazard Area is any area with a slope of forty percent (40%) or steeper and with a vertical relief of ten (10) or more feet (except areas composed of consolidated bedrock). • Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.B. • In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Landslide Hazard Areas are provided in ECDC 23.80.050. DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS Development is restricted within a Landslide Hazard Area and its buffer. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer. • The criteria that are applied depend on the amount that the buffer is reduced. • The buffer can be reduced to a minimum of ten (10) feet (with an additional 15' building setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in ECDC 23.80.050). The alteration must also meet the requirements listed ECDC 23.80.060. • In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the design standards listed in ECDC 23.80.070.A.3. ALLOWED ACTIVITIES Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If you have any questions about whether your proposed development L,ualifies as an allowed activity, please contact a Planner for more information. EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 23.40.230). If you think that a specific development proposal may be exempt, contact a Planner for more information. Gina Coccia. Planner /NVVVh WWIVYI September 2, 2005 Name, Title VUSignature Date NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. 2 1 1 �1 GEOTECHNICAL ENGINEERING STUDY PROPOSED SINGLE-FAMILY RESIDENCE LOT 3 — VISTA DEL MAR 1 EDMONDS, WASHINGTON L&A Job No. 5A100 Date: September 8, 2005 1 Prepared for: ' West Bank Properties, LLC 620 SE Everett Mall Way, Suite 220 Everett, WA 98208 1 . Prepared By: Liu & Associates, Inc. 19213 Kenlake Place NE Kenmore, Washington 98028 1 "'TEET FILE RECEIVED SEP 12 2005 PERMIT COUNTER h 1 0 u I I L J LIU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science September 8, 2005 Mr. Jeff Whitney West Bank Properties, LLC 620 SE Everett Mall Way, Suite 220 Everett, WA 98208 Dear Mr. Whitney: Subject: Geotechnical Engineering Study Proposed Single -Family Residence Lot 3 — Vista Del Mar Edmonds, Washington L&A Job No. 5A100 INTRODUCTION We have completed a geotechnical engineering study for the subject lot, located in Edmonds, Washington, on which you plan to build a single-family residence. The general location of the subject lots is shown on Plate 1 — Vicinity Map. The purpose of this study is to characterize the subsurface conditions of the lot and provide geotechnical recommendations for grading, slope stabilization, erosion abatement, surface and ground water control, building setback from steep sloped area, foundation design and construction, etc., for the proposed development of the lot. Presented in this report are our findings and recommendations. PROJECT DESCRIPTION Although architectural design plans were not available at the time this report was being prepared, we understand that the single-family residence to be constructed on the subject lot will be a wood -framed structure over a concrete walled basement, with an attached garage to be accessed from the Kairez Drive fronting the west side of the lot. The basement level will be below grade 19213 Kenlake Place NE - Kenmore, Washington 98028 Phone (425) 483-9134 • Fax (425)'486-2746 1 September 8, 2005 Single -Family Residence — Lot 3/Vista Del Mar L&A Job No. 5A100 ' Page 2 along the uphill side and day -lighted along the downhill side. The building will be supported on perimeter footings and interior columns and foundations. The construction of the basements of the residences will require cuts up to about 12 feet deep and with little or no fill required. ISCOPE OF SERVICES I Our scope of services for this study comprises specifically the following: ' 1 Review the geologic and soil conditions at the site based on a published geologic map. 2. Explore the site for subsurface conditions with backhoe test pits to a firm bearing soil ' stratum or to the maximum depth (about 12 feet) capable of by the backhoe used for excavating the test pits, whichever occurs first. 3. Perform necessary geotechnical analyses, and provide geotechnical recommendations for grading, slope stabilization, erosion abatement, surface and ground water control, and ' foundation design, based on subsurface conditions encountered in the test pits and results of our geotechnical analyses. 4. Prepare a written report to present our findings, conclusions, and. recommendations. ' SITE CONDITIONS 1 SURFACE CONDITIONS The subject lot is an trapezoidal -shaped tract of land with 94 feet of frontage along Kairez Drive ' and is 121 to 132 feet deep. It is situated on the shelf above a high bluff overlooking Puget Sound in the western coastal area of Edmonds. It is bounded by Kairez Drive to the west, and adjoined by building lots of the same plat to the north, south and east. A topographic survey plan showing the current terrain of the lot was not available at the time this report was being prepared. 1 Generally, the lot rises eastward about 6 to 8 feet at about 1 H:1 V slope above the sidewalk level ' LIU &ASSOCIATES, INC. 1 1 September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 Page 3 of Kairez Drive, then continued to ascend for the next 8 to 10 feet or so at about 2H:1 V inclination, then leveling out eastward at about 10 to 15 percent grade over the rest of the lot. ' The residence is to be sited within the gently sloped eastern portion of the lot with sufficient setback from the crest of the steep western area. GEOLOGIC SETTING ' The Geologic Map of the Eastern Half and Part of the Western Half Quadrangles, Washington, ' by James P. Minard, published by U. S. Geological Survey in 1983, was referenced for the geologic and soil conditions of the lot. According to this publication, the surficial soil units at ' and in the vicinity of the lot are mapped as Recessional Outwash (Qvr) underlain by Vashon Till (Qvt) and Advance Outwash (Qva). The geology of the Puget Sound Lowland has been modified b the advance and retreat of g gY g Y several glaciers in the past and subsequent deposits and erosion. The latest glacier advanced to the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation, which has ' occurred during the later stages of the Pleistocene Epoch and retreated from the region some 14,500 years ago. The recessional outwash deposits were laid down by meltwater of the stagnating and receding Vashon glacier. They are composed of loose fine to medium sand with minor amounts of gravel. The recessional outwash deposits can be very easily eroded where exposed on slopes with poor vegetation cover, and may slough off and redeposit at their angle of repose. Recessional outwash deposits, however, were not encountered by the test pits excavated on the lot. The Vashon till soil unit was deposited directly by glacial ice during the most recent glacial period as it advanced over an eroded, irregular surface of older formations and sediments. It is a 1 LIU &ASSOCIATES, INC. 1 ' September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A 100 Page 4 very dense mixture of unsorted clay, silt, sand, gravel, and scattered cobbles and boulders, often referred to as "hard pan". The Vashon till over the top two to three feet is weathered to a ' medium dense state, and is moderately permeable and compressible. The underlying fresh till is very dense and is practically impervious to stormwater infiltration. The fresh till has the strength ' of low-grade concrete and can stand in a steep natural or cut slope for a long period. If remains undisturbed and well -drained, the fresh till can provide excellent foundation support with little settlement expected. IThe advance outwash soil unit, normally underlying the Vashon till, is composed of stratified ' sand and gravel with minor amounts of silt and clay, deposited by the meltwater of advancing glacial ice. Due to their generally granular composition, the advance outwash deposits are of ' moderately high permeability and generally drain well. The advance outwash deposits are glacially overridden and are generally dense to very dense in their natural, undisturbed state, 1 except the top 3 to 5 feet where exposed on slopes with poor vegetation cover which may be weathered to a loose to medium -dense state. The advance outwash deposits can stand in steep cuts or natural slopes when undisturbed. When exposed on slopes of poor vegetation cover and subjected to storm runoff, the advance outwash deposits can be gradually eroded and may slough ' to a flatter inclination. The advance outwash deposits in their natural, undisturbed state can provide very good foundation support with little settlement expected for light to moderate residential structures. ISOIL CONDITIONS Subsurface conditions of the lot were explored with four test pits, one at each corner of the footprint of the proposed house. The test pits were excavated on August 25, 2005, with a track - mounted backhoe to depths from 7.0 to 11.0 feet. The approximate locations of the test pits are ' shown on Plate 2 - Site and Exploration Location Plan. The test pits were located with either a ' LIU &ASSOCIATES, INC. 1 September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 Page 5 tape measure or by visual reference to existing topographic features in the field and on the topographic survey map, and their locations should be considered only accurate to the measuring ' method used. ' A geotechnical engineer from our office was present during subsurface exploration, who examined the soil and geologic conditions encountered and completed logs of test pits. Soil samples obtained from each soil unit in the test pits were visually classified in general accordance with United Soil Classification System, a copy of which is presented on Plate 3. Detailed descriptions of soils encountered during site exploration are presented in test pit logs on ' Plates 4 and 5. ' The test pits revealed that the lot has been regraded with fill from about 2.0 to 5.0 feet thick. The fill had been compacted with various effort and contains some organic substances and few wood debris and roots. A layer of relic topsoil was found underlying the compacted structural fill in Test Pit 2. The fill appears to have been placed to fill up an previously existing gully or drainage swale cutting through the lot. The fill and relic topsoil are generally underlain by a layer of brown weathered soils of medium - dense, silty fine to medium sand with a trace of gravel, about 2.0 to 2.5 feet thick„ as 1 encountered in Test Pits 2, 3 and 4. A gray glacial drift deposit of dense to very -dense, weakly - cemented, silty to slightly silty, fine to medium sand, about one foot to over 4.0 feet thick, was ' found underlying the layer of weathered soils, as encountered in Test Pits 1 and 3. This glacial drift deposit has the same texture and composition of glacial till, but is not as compact. In test Pit 4, the layer of weathered soils was underlain to the depth of the pit by a blue -gray, medium - dense, silty, fine to medium sand, with a trace of gravel, which appeared to be alluvium deposit ' laid down by moving water in the previously existing drainage swale. The glacial drift in Test ' LIU &ASSOCIATES, INC. 1 1 C September 8, 2005 Single -Family Residence — Lot 3/Vista Del Mar L&A Job No. 5A100 Page 6 Pit 3 was underlain to the depth explored by a gray, dense, slightly silty, fine to medium sand, with a trace to some gravel, which appeared to be of advance outwash deposit. GROUNDWATER CONDITION Groundwater was not encountered in any of the test pits. The glacial drift underlying some areas of the lot at shallow depth is of extremely low permeability and may perch stormwater infiltrating into the more permeable surficial soils, while the sand dominated advance outwash deposit would allow groundwater to seep through relatively easily. The perched groundwater over the glacial drift may dry up completely in the dryer summer months, and accumulate and rise in the wet winter months. The depth to and the amount of perched groundwater may fluctuate seasonally, depending on precipitation, surface runoff, ground vegetation cover, site utilization, and other factors. ' DISCUSSIONS AND RECOMMENDATIONS GENERAL L F Based on the subsurface conditions encountered by the test pits, it is our opinion that the subject lot is suitable for the proposed development from the geotechnical engineering viewpoint, provided that the recommendations in this report are fully implemented and observed during construction. Due to the sensitive nature of the steeply sloped area over the western portion of the subject lot, the grading and foundation construction work for the proposed residence should preferably proceed and be completed in the dryer months from April 1 to October 31 of the year. If construction is to proceed outside of the dry grading season, erosion control and site stabilization measures recommended in this report should be in place on a daily basis to maintain site stability. LIU & ASSOCIATES, INC. 0 • J 1 11 September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 Page 7 The topsoil and surficial loose fill should be completely stripped within the driveway, the building pad and areas where the subgrade soils are to support structural or traffic load. The underlying dense to very -dense, glacial drift and advance outwash soils are of very -high to moderately high shear strength and can provide good foundation support to the proposed house. Structural fill required for grading should be constructed on the above -described native firm bearing soils. The on -site soils contain some fine-grained soils, and is sensitive to moisture. It can be saturated quickly and result in heavy runoff with potential soil erosion over the western steeper portion of the lot during extended periods of heavy rainstorms. One or multiple lines of interceptor trench drains should be installed along the upslope side of the construction area and the steep -sloped western area of the lot, as required, to intercept and drain surface runoff and near -surface perched groundwater to minimize soil erosion and facilitate grading work during construction. These interceptor trench drains may also serve as permanent drainage control facilities to reduce groundwater under the proposed house. Water in the • interceptor trench drains should be tightlined to discharge into a storm sewer or a suitable stormwater disposal facility. GEOLOGIC HAZARDS AND MITIGATION Landslide Hazards The dense to very -dense glacial drift and advance outwash soils underlying the lot at shallow depth are of moderately -high to high shear strength, and the potential for deep-seated landslides to occur on the lot should be minimal. The surficial loose topsoil and fill mantling the steep - sloped western portion of the lot may slough off in the form of shallow, skin -type, mudflows when devoid of vegetation cover and overly saturated. To mitigate such hazard, a dense vegetation cover over the steep -sloped area should be maintained. Discharge of concentrated LIU & ASSOCIATES, INC. 1 ' September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 Page 8 1 stormwater, dumping of yardwaste and dispose of spoil soils onto the steep -sloped area of the lot should be prohibited. Erosion Hazard The loose surficial soils mantling the steep -sloped western area of the lot can be easily eroded if devoid of vegetation cover. To abate erosion potential of the steep sloped area, its vegetation cover should be maintained. Unpaved ground within the lot due to construction activities should be re -vegetated as soon as possible. Concentrated stormwater should not be released onto the ground anywhere within the lot. Storm runoff over impervious surfaces, such as roofs and paved ' driveway should be captured with underground drain line systems and catch basins, and tightlined to discharge water into a storm sewer. ' Seismic Hazard 1 The Puget Sound region is in an active seismic zone. The lot is underlain by dense to very -dense glacial drift and advance outwash soils of moderately -high and high shear strength. There is a ' lack of continuous, extensive, static groundwater table at shallow depth under the lot. Therefore the potential for seismic hazards, such as deep-seated landslides, liquefaction, lateral soil spreading, to occur on the site should be minimal. The proposed house, however, should be designed for seismic forces induced by strong earthquakes. Based on the soil conditions encountered by the test pits, it is our opinion that Seismic Use Group I and Site Class D should be used in the seismic design of the proposed residences in accordance with the 2003 International Building Code (IBC). ' SITE PREPARATION AND GENERAL GRADING The vegetation within construction limits should be cleared and their roots thoroughly grubbed. ' Topsoil, loose fill and weak weathered soils should be stripped within the building footprint, LIU & ASSOCIATES, INC. ' September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 ' Page 9 driveway and areas where structural fill is to be placed. . The exposed surface should be compacted to a non -yielding state with a.vibratory roller compactor. During construction, storm ' runoff should be intercepted with ditches or interceptor trench drains, as required, and conveyed into a storm drain to minimize soil erosion and facilitate grading work. The on -site surficial soils contain a high percentage of fines and are sensitive to moisture. A ' layer of clean quarry spalls placed over excavated areas and areas of frequent traffic may be required to protect the subgrade soils from disturbance by construction traffic. Silt fences should be erected along the downslope boundaries of the lot to prevent sediments being transported onto adjoining properties or onto the street. The bottom of filter fabric of the silt fence should be anchored in a trench filled with gravel. IPermanent fill to be placed over slopes steeper than 20 percent grade should be retained structurally. The exposed ground exceeding 20 percent grade should be benched with vertical steps not exceeding 4 feet tall prior to placing structural fill. Storm runoff over impervious surfaces, such as roofs and paved driveway, should be collected and discharged into a storm sewer. Concentrated stormwater should not be discharged onto the ground anywhere within the ' site. I EXCAVATION AND FILL SLOPES We understand that the proposed building will have a day -light basement, and excavation of the building footprint up to 10 to 12 feet deep may be required Under no circumstance should excavation slopes be greater than the limits specified by local, state and federal safety regulations if workers have to perform construction work in excavated areas. Unsupported temporary cuts greater than 4 feet in height should not be steeper than 1 H:1 V in the surficial fill and brown weathered soils, blue -gray medium -dense silty sand soils, and not more than 1/2H:1V in the LIU &ASSOCIATES, INC. ' September 8, 2005 Single -Family Residence — Lot Wista Del Mar L&A Job No. 5A100 Page 10 ' underlying gray glacial drift and advance outwash soils. Permanent cut banks, if required, should not be steeper than 2-1/2H:1V in the surficial fill, brown weathered soils and medium -dense silty ' sand soils, and no steeper than 1-1 /2H:1 V in the underlying dense to very -dense glacial drift and advance outwash soils. The soil units and the stability of cut slopes should be observed and verified by a geotechnical engineer during excavation. Permanent fill embankments required to support structural or traffic loads should be constructed ' with compacted structural fill placed over proof -rolled undisturbed, native, medium -dense silty sand and dense glacial drift soils after the surficial unsuitable soils are stripped. Permanent fill to be placed on slopes steeper than 20% grade should be retained structurally. Sloping ground steeper than 20% grade over which fill is to be placed should be benched with vertical steps no more than 4 feet high after stripping of unsuitable surficial soils. The slope of permanent fill embankment should not be steeper than 2H:IV. Upon completion, the sloping face of permanent fill embankments should be thoroughly compacted to a non -yielding state with a hoe -pack. Unsupported fill should not be allowed over the steep -sloped western portion of the lot. 1 The above recommended cut and fill slopes are under the assumption that groundwater seepage ' will not be encountered during construction. If encountered, the construction should be immediately halted and the slope stability re-evaluated. The slopes may have to be flattened and other measures taken to stabilize the slopes. Surface runoff should .not be allowed to flow uncontrolled over the top of cut or fill slopes. Permanent cut slopes or fill embankments should ' be seeded and vegetated as soon as possible for erosion protection and long-term stability, and should be covered with plastic sheets, as required, to protect them from erosion by stormwater until the vegetation is fully established. ' LIU &ASSOCIATES, INC. 1 September 8, 2005 Single -Family Residence — Lot 3/Vista Del Mar L&A Job No. 5A100 Page 11 STRUCTURAL FILL Structural fill is the fill that support structural or traffic load. Structural fill should consist of clean soils with particles not larger than four inches and should be free of organic and other deleterious substances. Structural fill should have a moisture content within one percent of its optimum moisture content at the time of placement. The optimum moisture content is the. water content in the soil that enable the soil to be compacted to the highest dry density for a given ' compaction effort. The on -site clean fine to medium sand soils may be used for structural fill only under fair weather conditions when their moisture content can be controlled to near I' optimum moisture content at the time of placement. Imported material to be used as structural ' fill, should be clean, free -draining, granular soils containing no more than 5 percent by weight finer than the No. 200 sieve based on the fraction of the material passing No. 4 sieve, and should have individual particles not larger than four inches. Unsupported fill over areas steeper than 20% grade should not be allowed within the site. The ground over which structural fill is to be placed should be prepared in accordance with recommendations in the SITE PREPARATION AND GENERAL GRADING and EXCAVATION AND FILL SLOPES sections of this report. Structural fill should be placed in ' lifts no more than 10 inches thick in its loose state, with each lift compacted to a minimum percentage of the maximum dry density determined by ASTM D1557 (Modified Proctor Method) as follows: Application Within building pads of the building lots Roadway/driveway subgrade Retaining wall backfill Utility trench backfill % of Maximum Dry Density 95% 95% for top 3 feet and 90% below 90% 95% for top'4 feet and 90% below LIU & ASSOCIATES, INC. 11 September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A 100 Page 12 BUILDING SETBACK The purpose of building setback from the top or toe or an overly steep portion of a slope is to establish a safe buffer such that if a slope failure should occur the stability of the structure can be maintained and damages to the structure minimized. To maintain stability of the proposed residence, we recommend that it be set back at least 15 feet from the top of 40% or steeper, western steep -sloped area The horizontal distance from the edge of footing foundations to the face of the steep slope should be at least 20 feet. Also, the footing foundations should be embedded at least one foot into the dense to very -dense, glacial drift or advance outwash soils. BUILDING FOUNDATIONS Conventional footing foundations may be used for supporting the proposed residence. The footing foundations should be placed at least one into the underlying, native, undisturbed, dense to very -dense, glacial drift or advance outwash soils. Water should not be allowed to accumulate in excavated footing trenches. Disturbed soils in footing trenches or under on -grade slabs/pavement should be completely removed down to firm native soils or thoroughly re - compacted to a non -yielding state prior to pouring concrete for the footings. If the above recommendations are followed, our recommended design criteria for footing foundations are as follows: • The allowable soil bearing pressure for footing foundations, including dead and live loads, should be no greater than 2,500 psf. The footing bearing soils should be verified on -site by a geotechnical engineer after the footing trenches are excavated and before the footings poured. LIU & ASSOCIATES, INC. 11 1 L I k September 8, 2005 Single -Family Residence — Lot 3/Vista Del Mar L&A Job No. 5A100 Page 13 • The minimum depth to bottom of perimeter footings below adjacent final exterior grade should be no less than 18 inches. The minimum depth to bottom of the interior footings below top of floor slab should be no less than 12 inches. • The minimum width should be no less than 16 inches for continuous footings, and no less than 24 inches for individual footings. A one-third increase in the above recommended allowable soil bearing pressure may be used when considering short-term, transitory, wind or seismic loads. For footing foundations designed and constructed per recommendations above, we estimate that the maximum total post - construction settlement of the buildings should be 3/4 inch or less and the differential settlement across building width should be 1/2 inch or less. Lateral loads on buildings can be resisted by the friction force between the foundations and the subgrade soils or the passive earth pressure acting on the below -grade portion of the foundations. For the latter, the foundations must be poured "neat" against undisturbed soils or backfilled with a clean, free -draining, compacted structural fill. We recommend that an equivalent fluid density (EFD) of 325 pcf (pounds per cubic foot) for the passive earth pressure be used for lateral resistance. The above passive pressure assumes that the backfill is level or inclines upward away from the foundations for a horizontal distance at least twice the depth of the foundations below the final grade. A coefficient of friction of 0.60 between the foundations and the subgrade soils may be used. The above soil parameters are unfactored values, and a proper factor of safety should be used in calculating the resisting forces against lateral loads on the buildings. BASEMENT AND RETAINING WALLS Basement walls restrained horizontally at the top are considered unyielding and should be designed for lateral soil pressures under the at -rest condition; while retaining walls free to move LIU & ASSOCIATES, INC. J September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 Page 14 at the top should be designed for active soil pressures. We recommend that a lateral soil pressure of 45 and 60 pcf EFD be used for the design of foundation walls with level/descending backslope and rising backslope, respectively; and 35 and 50 pcf EFD for retaining walls with level/descending backslope and rising backslope; respectively. To counter the active soil or at - rest pressure, a passive soil pressure of 350 pcf EFD may be used, except that the passive pressure within the top 12 inches of the finish subgrade should be ignored. The above passive pressure assumes that the backfill is level or inclines upward away from the walls. The above active lateral soil pressures are under the assumption that groundwater behind the walls is fully drained. To resist against sliding, the friction force between the footings and the subgrade soils may be calculated based on a coefficient of friction of 0.60. The above coefficient of friction and passive soil pressure are ultimate values, and proper factors of safety should be used in the design of all walls against sliding and overturning failures. ' A vertical drainage blanket consisting of at least 12-inch-thick free -draining pea gravel or washed gravel should be placed on the upslope side of basement and retaining walls to prevent accumulation of groundwater behind and buildup of hydrostatic pressure against the walls. The drainage blanket should be of a clean, free -draining, granular material, containing no more than ' 3% by weight of fines passing the No. 200 sieve, based on the fraction passing the No. 4 sieve. This free -draining backfill should be compacted to the minimum dry density recommended in STRUCTURAL FILL section of this report. The top 12 inches of backfill should consist of compacted, on -site soils. The backfill material for the foundation and retaining walls should be compacted with a hand -operated compactor. Heavy compaction equipment should not be allowed closer to the walls than a horizontal distance equal to the wall heights. A footing drain, as recommended in the DRAINAGE CONTROL section of this report, should also be provided for foundation and retaining walls. 1 ' LIU &ASSOCIATES, INC. 1 ' September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 ' Page 15 SLAB -ON -GRADE FLOORS Slab -on -grade floors, if used, should be placed on firm subgrade prepared as outlined in the SITE ' PREPARATION AND GENERAL EARTHWORK and the STRUCTURAL FILL sections of this report. Where moisture control is critical, the slab -on -grade floors should be placed on a ' capillary break which is in turn placed on the compacted subgrade. The capillary break should consist of a minimum four -inch -thick layer of free -draining gravel or crushed rock containing no more than 5% by weight passing the No. 4 sieve. A vapor barrier, such as a 6-mil plastic membrane, may be placed over the capillary break, as required, to keep moisture from migrating ' upwards. IDRAINAGE CONTROL Excavation for Building Footprint We do not anticipate the excavation for the building footprint to encounter groundwater. If ' encountered, the bottom of excavation should be sloped and ditches excavated along the bases of the cut slopes to direct collected groundwater into a sump pit from which water can be pumped 1 out of the building footprint into a storm sewer. A layer of 2-inch crushed rock should be placed over firm undisturbed subgrade soils under footings and on -grade slabs, as required, to protect the soils from disturbance by construction traffic. This crushed rock base should be built to a few inches above groundwater level, but not less than 4 inches thick. The crush rock base should be compacted in 12-inch lifts to a non -yielding state with a vibratory mechanical compactor. IRunoff over Impervious Surfaces Storm runoff over impervious surface, such as roofs and paved driveway, should be collected by ' underground drain line systems connected to roof downspouts and by catch basins installed in the driveway. Stormwater thus collected should be tightlined to discharge into a storm sewer. ' LIU &ASSOCIATES, INC. ' September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 Page 16 ' Sufficient numbers of cleanouts should be provided to the underground drain line systems at strategic location to allow for periodical cleaning of the drain lines. Building Footing Drain ' A subdrain should be installed, as required, around the perimeter footings of the building. The subdrains should consist of a 4-inch-minimum-diameter, perforated, rigid, PVC, drain pipe, laid a few inches below the bottom of perimeter footings. The trenches and the drain lines should have a sufficient gradient to generate flow by gravity. The drain lines should be embedded in washed gravel completely wrapped in non -woven filter fabric to within about 12 inches of finish ' grade. Sufficient numbers of cleanouts should be provided to the underground drain line systems at strategic location to allow for periodical cleaning of the drain lines. The remaining trenches 1 may be backfilled with on -site impervious soils. Water collected by the perimeter footing subdrains should be tightlined, separately from the roof and surface stormwater drain systems, to discharge into a storm sewer. ' RISK EVALUATION STATEMENT The site is underlain at shallow depth by dense to very -dense, glacial drift and advance outwash soils. These soils are of moderately high too high shear strength in undisturbed native state, and have good resistance against slope failure. The key to maintain site stability for the lot is have adequate and proper erosion and drainage controls. It is our judgment that provided the recommendations in this report are fully implemented and observed during construction, the areas disturbed by construction will remain stable and will not increase the potential for soil ' movement. In our opinion, the risk of damage to the proposed development and from the development to adjacent properties from soil instability should be minimal. LIU &ASSOCIATES, INC. 11 ' September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 Page 17 LIMITATIONS This report has been prepared for the specific application to this project for the exclusive use by the West Bank Properties, LLC, and their associates, consultants and contractors. We ' recommend that this report, in its entirety, be included in the project contract documents for the information of the prospective contractors for their estimating and bidding purposes. The 1 conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. The scope of this study does not include services related to ' construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in this report for design considerations. I Our recommendations and conclusions are based on soil conditions encountered in the test pits, our engineering analyses, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under ' similar conditions in this area. No warranty, expressed or implied, is made. ' The site subsurface conditions encountered in the test pits may vary from those actually encountered during construction. The nature and extent of such variations may not become evident until construction starts. If variations appear then, we should be retained to re-evaluate ' the recommendations of this report, and to verify or modify them in writing prior to proceeding further with the construction. ' LIU &ASSOCIATES, INC. 1 September 8, 2005 Single -Family Residence — Lot 3Nista Del Mar L&A Job No. 5A100 Page 18 CLOSURE We are pleased to be of service to you on this project. Please feel free to call us if you have any questions regarding this report or need further consultation. Five plates attached 1 1 1 1 1 G S. 275eg.�, fotvAl,� xPai 7/17/?po Yours very truly, LIU & ASSOCIATES, INC. J. S. (Julian) Liu, Ph.D., P.E. Consulting Geotechnical Engineer LIU & ASSOCIATES, INC. BROWNS BA Y 0 Gc /--RR--- RD 7 FREDERICK PL H I PROJECT SITE 9TH PL SW r Q Y �MSEr �O <g v g `Al m 191sT 3 180 Isis OVERLOOK PK 3 m z 0 PE i� si PL W I9200 9100 rT Ili 6 4- �� Qom' rn 'a I9sm, 185TH = 185TH HUTT. tL W 66TH PL PL SW m = a < 1 Sr S4 STJ~ PK 8 187TH I86TH a PL SW 1=87T I ST ST SW9 3 ST sv a i 188TH m A8 9: t S4 O 89TH S SW 3 m. ¢ o g 189YH s 1401 PL Sr d p !190TH < m ST SW W ER T B KE PL 19 a 5T SW lv CHERR ST �� S� 0 lye rn 1 191ST vt r 191ST ST PA 0o Q '< m J 1 �9600 a 92H0 S 192N0 ST SW s�'i FOREST g I n . Q.�q $ o DEL rn ,. E FL Sv < ~ 4 IRsp1 rn Fj w ti DR EXCELSIOR q4 P� 89Nv 1 PL •m PLOW 194tH 3 3 IS s t" l PL l 196TH 196T ST ST I�807H W d P 8600 azro PUGET PU E = = DR ST SW MELODY LN WY 6 <� 1 : I 19m i 2 -' S7 sw a rn 3 19, r i o q HINDLEY v LAND 8 = WY TH co STSWa = BROOKHERE - LN. 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Y s W 208TH PL o6 'MAPLE !^ �riaaa H ST IUPLE > yr -: 209TH PL y,� 5 sW = zd J Sw ss N sa0 a •. non In 8 r a 1 _ " st 2 Q�_2PlO SM.sI .I 21. VICINITY MAP LIU & ASSOCIATES, INC. LOT 3 PLAT OF VISTA DEL MAR Geotechnical Engineering_ Engineering Geology • Earth Science EDMONDS, WASHINGTON JOB NO. 5A100 DATE 8/22/2005 PLATE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N 'a OR LIU & ASSOCIATES, INC. Geotechnical Engineering - Engineering Geology Earth Science KAIREZ DR SITE AND EXPLORATION LOCATION PLAN LOT 3 PLAT OF VISTA DEL MAR EDMONDS, WASHINGTON JOB NO. 5A100 I DATE 8/26/2005 1 PLATE 2 1 0 p �I 1-1 UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL GRAVEL CLEAN GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL COARSE- MORE THAN 50% OF GRAVEL GP POORLY -GRADED GRAVEL GRAVEL WITH GM SILTY GRAVEL GRAINED COARSE FRACTION SOILS RETAINED ON NO.4 SIEVE FINES GC CLAYEY GRAVEL SAND CLEAN SW WELL -GRADED SAND, FINE TO COARSE SAND MORE THAN 50% MORE THAN 50% OF SAND SP POORLY -GRADED SAND SAND WITH SM SILTY SAND RETAINED ON THE COARSE FRACTION NO. 200 SIEVE PASSING NO. 4 SIEVE FINES SC CLAYEY SAND FINE- SILT AND CLAY INORGANIC MIL SILT CL CLAY GRAINED LIQUID LIMIT SOILS LESS THAN 50% ORGANIC OL ORGANIC SILT, ORGANIC CLAY MORE THAN 50% SILTY AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY PASSING ON THE LIQUID LIMIT NO. 200 SIEVE 50% OR MORE ORGANIC OH ORGANIC SILT, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT AND OTHER HIGHLY ORGANIC SOILS NOTES: SOIL MOISTURE MODIFIERS: 1. FIELD CLASSIFICATION IS BASED ON VISUAL EXAMINATION DRY - ABSENCE OF MOISTURE, DUSTY, DRY TO OF SOIL IN GENERAL ACCORDANCE WITH ASTM D2488-83. THE TOUCH 2. SOIL CLASSIFICATION USING LABORATORY TESTS IS BASED SLIGHTLY MOIST - TRACE MOISTURE, NOT DUSTY ON ASTM D2487-83. MOIST - DAMP, BUT NO VISIBLE WATER 3. DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE VERY MOIST - VERY DAMP, MOISTURE FELT TO THE TOUCH BASED ON INTERPRETATION OF BLOW -COUNT DATA, VISUAL WET - VISIBLE FREE WATER OR SATURATED, APPEARANCE OF SOILS, AND/OR TEST DATA. USUALLY SOIL IS OBTAINED FROM BELOW WATER TABLE LIU & ASSOCIATES, INC. UNIFIED SOIL CLASSIFICATION SYSTEM Geotechnical Engineering Engineering Geology Earth Science PLATE 3 T PIT NO. 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 Logged By: JSL Date: 8/25/2005 Ground El. ± Depth USCS Sample w Other ft. CLASS. Soil Description No. % Test SM Dark -brown to dark -gray, medium -dense to dense, partly organic, 1 silty fine SAND, trace gravel and occasional cobble, few roots and wood debris, moist (compacted FILL) 2 3 4 5 Gray, dense, slightly silty, fine to medium SAND, trace gravel, 6 very -weakly -cemented, moist (GLACIAL DRIFT) 7 8 - Grades with more gravel 9 Test pit terminated @ 9.0 ft, groundwater not encountered. 10 Logged By: JSL TEST PIT NO. Date: 8/25/2005 Ground El. ± Depth USCS Sample w Other ft. CLASS. Soil Description No. % Test SM Dark -brown to dark -gray, medium -dense, partly organic, silty fine 1 SAND, trace gravel and occasional cobble, with few wood debris, moist ( F I t,t-) 2 3 SP/SM Gray, dense, slightly silty, fine to medium SAND, trace gravel, moist 4 (compacted STRUCTURAL FILL) 5 6 7 OL Dark -brown, loose, organic, silty fine SAND, few roots, moist (relic TOPSOIL) 8 9 SP Brown to brown -gray, medium -dense to dense, slightly silty, fine to 10 medium SAND, trace gravel, moist 11 Test pit terminated @ 10.5 ft, groundwater not encountered. 12 LIU & ASSOCIATES, INC. Geotechnical Engineering - Engineering Geology Earth Science TEST PIT LOGS LOT 3 PLAT OF VISTA DEL MAR EDMONDS, WASHINGTON JOB NO. 5A100 JDATE 8/26/05 1PLATE 4 e T PIT NO. Logged By: JSL Date: 8/25/2005 Ground El. ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OUSP Dark -brown to brown, loose, organic, silty fine SAND, trace gravel 1 and cobble and few wood debris, moist (FILL) 2 Brown, medium -dense, silty, to medium SAND, tr y, fine ace gravel, SP/SM 3 moist 4 Gray, dense to very -dense, silty fine SAND, very -weakly -cemented, SM 5 moist (GLACIAL DRIFT) SP/SM Gray, slightly silty, dense, fine to medium SAND, trace to some 6 gravel, moist 7 8 9 Test pit terminated @ 7.0 ft, groundwater not encountered. t0 TEST PIT NO. 4 Logged By: JSL Date: 8/25/2005 Ground El. ± Depth USCS Sample W Other ft. CLASS. Soil Description No. % Test OL Dark -brown to brown, loose, organic, silty fine SAND, with few roots 1 (FILL) 2 3 SP/SM Brown, medium -dense, slightly silty, fine to medium SAND, trace 4 gravel, moist - 5 Blue -gray, medium -dense, silty, fine to medium SAND, trace SM 6 gravel, moist 7 8 9 10 SP/SM Brown -gray, dense, slightly silty, fine to medium, trace gravel, moist t1 Test it terminated 11.0 ft, roundwater not encountered. 12 LIU & ASSOCIATES, INC. Geotechnical Engineering • Engineering Geology - Earth Science TEST PIT LOGS LOT 3 PLAT OF VISTA DEL MAR EDMONDS, WASHINGTON JOB NO. 5A100 DATE 8/26/05 1PLATE 5 STREET FILE PLANNING DATA NAME:WI&ejj' P5AYIk• PW L1 DATE. 20 0 5' SITEADDRESS:AS6002 alma' DrtV-ei PLAN CHKff:_05.+Io PROJECT DESCRIPTION: 4tw 5¢IZ ( I OWt/Y Moor' 1 �I TLf I� , I�Y1 DOr }(p} G1 rA GAU 3m -+ '!a "c. Imo- lid WG d PC, REDUCED SITE PLAN PROVIDED?: Yes No) MAP PAGE: 35!+ CORNER LOT: (Yes No FLAG LOT: (Yes QNo) ZONING: IZS — 12 CRITICAL AREAS DETERMINATION #- CA— 16i a Z 0 0 q 1 W Study Required: !&OrV) v1&fe,» ❑ Waiver ❑ Conditional Waiver SEPA DETERMINATION: C (,,OVCYLA VVs, O V 1 O A a j Pk 6l1. ❑ Fee o❑ Checklist e APO listw/notarized form (ApprvX. �-p0 c.ltbiG yards of Lut' PrDP0.S ® (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft_ of Puget Sound or Lake Ballinger) Exempt (4rlvi • GV1-er-W f 5t f-Or f"In� Plat of vI'6fa etz! mar 1 i l t-+/ 161q 3 SETBACKS: ' O 1 soVO Re 'red Setbacks: W Street: 25 F-e#LSide: Ri"Ut Side: 1 O Rear: 7151 Actual Setbacks: 1 1 Street: 6e4 Side: 1 (D Rn�ide: 1 0 ear: Street map checked for additional setback required? (Yes ! No DNA) ❑ DETACHED STRUCTURES: N orle 5VIO W11 01 S I tG P I QM ® ROCKERIES: OK' ❑ FENCES/TRELLISES: ❑ BAY WINDOWS l PROJECTING MODULATION: ® STAIRS DECKS 1Y)Ze-1'�J ✓�i'bA L7 PARKING: Required: Z Actual: LOT AREA: 2 • Y-e ✓ iC1*Yr G$ = 32..3D ' i �) �► d l r, c" 9I . d Pore h e5 Ai✓1 Ol Q !2 L, Calculations: 301. dc,rk-5 = 32�-'� —I 355�} LOV 9a f"vfiA BUILDING HEIGHT: Datum Point: Gg la �"t M OY\t V fi Datum Elevation: 1 (P 4 - (o 4-� � , g 1 . GO ��1 Maximum Allowed: 2S I l 2 b • 1 Z� J Actual Height: Z4.��✓l 2 0!5 -601 1 / A_O_U_ CREATED?: No Yes t) a 11 'I W-� 10 Y 151 V1 �� --� 8 }' 00 �Q p v rd Ci 18 0.0 0 A{(I SUBDIVISION: el Mr, — #• 3 P- 1 a q 3 - �-t (� 0: 1-+(0• 00 NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes No) +14 ' SD,,,LEGAL OTt1ER: Pf C, C .2r2 C2f+ Of g2nd t?I �i��� l 1 h AY t55 _Fq r 2h S 'e a 6e vv►D.v't� • -f-o v W t �— A V?�1'A f, Plan Review By: v NewB PPlanningDataEorm_DOC wa 6G +• 2V max (2.010.125'� City of Edmonds PERMIT NO: 10111 SIDE SEWER PERMIT PERMIT EXPIRES Address of Construction:^o ��� �� ��'c LID # Property Tax Account Parcel No. 00? / tiz ° 000 003o® Attach copies of all access and_utility easement Owner nd/or Contractor:, Contractor License #: U 1%jiJ W Single Family Verified and Approved by, �. Building Permit4: rs A4-/1 /R Invasion into City *Right -of Way: ❑ Yes ❑ Multi -Family (No. of Units *RW Construction Permit # ❑ Commercial (No. of Units ) Cross other "Private Property: ❑ Yes ANo ❑ Public P "At_pta'.c�h legal description and copy of recorded easement. V��•"l Owner/ ontractor A ✓ (.s Owner r co actor signature d acknowledgement statement: Date Ad By signing for this permit I certify that I have read the City's public handout entitled Side Sewer Specifications, and shall comply with all City requirements outlined therein. 2 CALL DIAL -A -DIG (1-800-42'y-5555) BEFORE ANY EXCAVATION 9 9 FOR INSPECTION CALL 425-771-0220 extension gba 24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REQUESTS FOR OFFICE USE ONLY Permit Fee $ ji I Repair Fee $ Issued By: dd tl Date Issued: l Assessment Fee $ Receipt No: City Permit Surcharge Fee 15.00 Total Fees Paid $ d NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site Ready YES NO Dater Initial: Partial Inspection: Date: Initial: Partial Inspection: Date: Initial: FINAL INSPECTION APPROVED: Date: 1 I?�1 /011 Initial: ` _As -built to Street File: 1,� PERMIT MUST BE POSTED ON J013 SITE White Copy: File Green Copy: Inspector Buff Copy: Applicant L;temp;bl dg;forms;sspennitj Ig4/00 EDP_ 0 CITY OF EDMONDS SIDE SEWER AS -BUILT r ADDRESS: PERMIT 18002 KAI REZ DR NO. 10111 CONTRACTOR: HOMEOWNER: OUALt: SAME AS OWNER WESTBANK PROP. NTS DATE INSPECTED: INSPECTED BY: DATE DRAWN: DRAWN BY: 1/31/06 1 J. HAWKINS 1 8/08/( 1 I. ABILA •___ Lot #3 PROP. PIN IN CURB CURB CITY OF EDMONDS WATERLINE AS -BUILT ADDRESS: PERMIT Q), 18002 KAIREZ DR N❑- 2005-1113 CONTRACTOR: HOMEOWNER: SCALE; SAME AS OWNER WESTBANK PROP. NTS DATE INSPECTED: INSPECTED BY; DATE DRAWN: DRAWN BY; 1/31/06 1 J. HAWKINS 1 8/08/10 1 I. ABILA W 15 N N c C1 W CL Iv O 44 IN) ( 0 -.% Ins�cr c0, tD>. a 0 _(D3CD ttz sv .. `G 3 tD D1 N n O (D N Ot (D Ul O <D U) .�i as lD 3 O �+ O p� O — N 01 O x CL m _ to N CL 0W� cD CL pD O �O =r to `D�o ow 3 <D O N. y n r m an o sv c � a c. CL a = O vi Q O n O o, 3 O 'a a C �p m � K S M 7 CL =� CD = c 3 m O = N °, 0 cn 0 W N W lu �N ID 3 <D 3 W m 3 m M z -I m X z �v Om z DD r� X� mm cn _z 0-4 mp z-n I W r c nr oz mC) cncn m 0 O z M O n cn m 4 `y #P20 OV Eo,y�,ti City of Edmonds Development ServiFtsEPOV E D Planning Division Phone: 425.771.0220 AUG 19 2005 C. lg90 Fax: 425.771.0221 DEVELOPMENT The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). CTR. Date Received: D 6 l ok WO City Receipt #: Critical Areas File #: V005 1 7,q Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: 9 02 --2-00_5 A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. > Please submit a vicinity map, along with the. signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with-11iis Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part. upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its.agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorize le this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGgx. DATE K' Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection�and-fisting attendant to this application. SIGNATURE OF C Owner/Applicant: Name t. 7-0 S' zC-V-VZ q- P/k./( Lc' 2,0-0 Street Address v6 e>✓� /A)cA gg�8 City State Zip Telephone: 0 Email address (optional): j1Sbyj J�e6 DATE Applicant Representative: •Name . , . _ . •; Street Address City, ; State Zip . Telephone: 2,5-" SZ E -- 76, Email Address (optional): • #P20 Critical Areas Checklist CA File No: -`05 Site Information (soils/topography/hydrology/vegetation) w ' �L l�dl 1. Site Address/Location: Z 2. Property Tax Account Number: 1 -00 0 0 3 06 3. Approximate Site Size (acres or square feet): 12,© 2-to �� , 4. Is this site currently developed? k yes; no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of ,greater than.30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): �;4. fy%-b" 5)-t—b-P 6"Jt_ c,v-re_ fa2�t�act .24:: fsr:�LS d O& p" aVY4 �j A( Site contains areas of year-round standing water: ; Approx. Depth: Site contains areas of seasonal standing water: ; Approx. Depth: What season(s) of the, year? Site is in the floodway. floodplain of a water course. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? (What time of year? ). fil Site is primarily: forested ; meadow. shrubs ; mixed ; urban landscaped (lawn, shrubs etc) Obvious wetland is present on site: /J O ----------=---------- =------- _�-=--------== For City Staff Use Only 1. Plan Check Number, if applicable? ICI DY) -C, 011 VC41 - 2. Site is Toned? P—5 — 12 3. SCS mapped sod type(s)? 5 _ p D MKAV411L15., 1 5•- 2 E5 k S O e5� • 06I - -Ciyv-G l 6 a 2 E5 - ! l 0 5. 4. Critical Areas inventory or C.A. map indicates Critical Area on site. y G s,: �vn S t C3Y1 h A ZGt V'dJ 5. Site within designated earth subsidence landslide hazard.area? ,h L4 13 (AA I dA'*Ina pffi tom• rn 1 -}- vvl a r-c -f-,'vl (41 c)u,4-vwv ihg-H cm DETERMINATION STUDY REQUIRED WAIVER v� VQReviewed by: Date: o b v Critical Areas Checklist.doc/3.25.2004 i� CITY OF EDMONDS CRITICAL AREAS RECONNAISSANCE REPORT Site Location: 18002 Kairez Drive Tax Acct. Number: 00914200000300 Determination: Study Required Determination #: CA-2005-124 Applicant: Jeffrey A. Whitney Owner: West Bank Properties LLC CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED (CA-2005-124) During review and inspection of the subject site, it was found that the site may contain or be adjacent to critical areas, including an Erosion Hazard Area and Landslide Hazard Area pursuant to Chapter 23.40 of the Edmonds Community Development Code (ECDC). GENERAL CRITICAL AREAS REPORT REQUIREMENTS Critical Areas Reports identify, classify and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potential impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific development proposal to complete the study. You may also choose submit the entire study with your specific development application. • Please review the minimum report requirements for all types of Critical Areas which are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below). • Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study and an approved list of consultants that you may choose from. You may contact the Planning Division for more information. • General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110 through 23.40.140. STUDY REQUIREMENT — EROSION HAZARD AREA It appears that this property contains or is adjacent to an Erosion Hazard Area. • Erosion Hazard areas include Alderwood and Everett series soils on slopes of 15 percent or greater. among others. • Landslide Hazard Areas are further defined in ECDC 23.80.020.A. • In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Erosion Hazard Areas (which are one of the Geologically Hazardous Areas) are provided in ECDC 23.80.050. • Note that Stable Erosion Hazard Areas may have limited report requirements at the director's discretion. At a minimum an erosion and sediment control plan prepared in compliance with the requirements in ECDC Chapter 18.30 shall be required. 0 0 e,fb DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS Development is restricted within an Erosion Hazard Area. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer or other qualified professional. • Development standards are given in ECDC 23.80.060 and 23.80.070. STUDY REQUIREMENT — LANDSLIDE HAZARD AREA It appears that this property contains or is adjacent to a Landslide Hazard Area. • A Landslide Hazard Area is any area with a slope of forty percent (40%) or steeper and with a vertical relief of ten (10) or more feet (except areas composed of consolidated bedrock). • Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.B. • In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Landslide Hazard Areas are provided in ECDC 23.80.050. DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS Development is restricted within a Landslide Hazard Area and its buffer. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer. • The criteria that are applied depend on the amount that the buffer is reduced. • The buffer can be reduced to a minimum of ten (10) feet (with an additional 15' building setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in ECDC 23.80.050). The alteration must also meet the requirements listed ECDC 23.80.060. • In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the design standards listed in ECDC 23.80.070.A.3. ALLOWED ACTIVITIES Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If you have any questions about whether your proposed development qualifies as an allowed activity, please contact a Planner for more information. EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 23.40.230). If you think that a specific development proposal may be exempt, contact a Planner for more information. Gina Coccia Planner September 2 2005 Name, Title Signature Date NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. 2 i Inc. 1890 0 0 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • 425-771-0220 • FAX 425-771-0221 Website: www.d.edmonds.wa.us PUBLIC WORKS DEPARTMENT Engineering Division February 8, 2010 Frank C Fu 18002 Kairez Drive Edmonds, WA 98026 MEMO TO: Puget Sound Energy Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 US Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County PUD GARY HAAKENSON MAYOR Fire District No. 1 Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Edmonds Information Services Allied Waste Comcast This letter is to inform you of a street name change affecting several properties in the City of Edmonds. On February 2, 2010 Edmonds City Council passed Ordinance No. 3782, approving the renaming of Kairez Drive to Vista del Mar Drive. Please update your records to reflect the following: Previous Address New Address Tax ID Number 17802 Kairez Drive 17802 Vista del Mar Drive 00914200000700 17804 Kairez Drive 17804 Vista del Mar Drive 00914200000800 17901 Kairez Drive 17901 Vista del Mar Drive 00914200001100 _ 17903 Kairez Drive 17903 Vista del Mar Drive 00914200000900 17905 Kairez Drive 17905 Vista del Mar Drive 00914200001000 17907 Kairez Drive 17907 Vista del Mar Drive 00914200000600 17909 Kairez Drive 17909 Vista del Mar Drive 00914200000500 17910 Kairez Drive 17910 Vista del Mar Drive 00914200000400 18002 Kairez Drive 18002 Vista del Mar Drive 00914200000300 18004 Kairez Drive 18004 Vista del Mar Drive 00914200000200 18006 Kairez Drive 18006 Vista del Mar Drive 00914200000100 18007 Kairez Drive 18007 Vista del Mar Drive 00914200001200 All of the properties noted above are single-family residential properties recorded as part of the subdivision Vista del Mar. A vicinity map highlighting each of the affected properties in yellow • Incorporated August 11, 1890 • Sister City - Hekinan, Japan 0 • has been attached for your reference. In addition, please find attached copies of the Snohomish County Assessor Parcel Data for each of the properties. If you have any questions regarding this letter, please contact me at 425.771.0220 x 1338 or by e-mail at mcconnell(anci.edmonds.wa.us. Respectfully, Jeanie McConnell Engineering Program Manager Vista Del Mar Properties 0 ADDRESSED OFF 178TH PL SW in°• ta9° ADDRESSED OFF KAIREZ DR 0 100 200 Feet 1 1 I I I By. GC/01.13.2010 Snohomish County, WA Ass 0r Parcel Data 0 Page 1 of 2 SnohomishOnlina Government Information & Services County4* Washington x R E A L Y Property Information County Home Assessor Home Treasurer Home Information on which Department to contact Please view Disclaimer If you have questions, comments or suggestions, please Contact Us. Date/Time:2/8/2010 1:13:05 PM Answers to Frequently Asked Questions about Parcel Data (opens as new window) Return to Property Information Entry page Parcel Number 00914200000300 Prev Parcel Reference View Man of this parcel (opens as new window) General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) FU FRANK C & HELENE C 1118002 KAIREZ DR--- EDMONDS, WA 98026-5341 If the above mailing address is incorrect and you want to make a change, see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) FU FRANK C & HELENE C 1118002 KAIREZ DR.- - - EDMONDS, WA 98026-5341 If the above name and address is incorrect due to a recent sale, please see the information on Name and Address Changes After a Sale Street (Situs) Address (contact the Assessor if you have questions) 18002 KAIREZ DR - - - EDMONDS, WA 98026-5341 Parcel Legal Description Section 18 Township 27 Range 04 Quarter NW VISTA DEL MAR BLK 000 D-00 - LOT 3 TGW EQ & UND INT IN KAIREZ DR Go to top of page Treasurer's Tax Information Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as new window) 2010 Taxes for this parcel $8,307.54 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees and any fees -related to late payments. LID charges, if any, are not included.) To obtain a duplicate tax statement, either download our Tax Statement Request form or call 425-388-3366 to request it by phone. Go to top of page Assessor's Property Data Characteristics and Value Data below are for 2010 tax year. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) For questions ONLY about property characteristics or property values (NOT taxes), please contact the Assessor's Office Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons Values exemption. http://web5. co. snohomish.wa.us/propsys/asr-tr-propinq/PrpIngO2-ParcelData.asp?PN=0091... 2/8/2010 Snohomish County, WA Ass 0r Parcel Data 0 Page 2 of 2 Reductions for exemptions are made on the property tax bill. Tax Year 2010 Market Land S510,0001 Market Improvement $438,200 Go to top of page Valuation, Payment, and Property Tax History View HistoN (opens as new window) Go to top of page Property Characteristics Tax Code Area (TCA) 00217 View Taxing Districts for this Parcel (opens as new window) use Code 111 Single Family Residence -Detached Size Basis ACRE Size 0•28 (Size may include undivided interest in common tracts and road parcels) Go to top of page Property Structures Type Yr.Built Structure Description Dwelling 2006 1 Story wBasement View Structure Data (opens as new window) Go to top of page Market Total $948,200 Property Sales since 7/31/1999 Explanation of Sales Information (opens as new window) Sales data is based solely upon excise affidavits processed by the Assessor. Transfer Receipt Sales Price Excise Deed Grantor (Seller) Grantee (Buyer) Other Date Date Number Type Parcels 12/11/2009 12/17/2009 $1,200,000 133354 W WEST BANK PROPERTIES FU FRANK C & HELENE C No LLC 7/12/2005 7/15/2005 $425,000 569660 W VISTA DEL MAR LLC WEST BANK PROPERTIES No LLC 3/9/2001 3/12/2001 $0 262930 QC GEORGE KAIREZ VISTA DEL MAR LLC No Go to top of page Property Maps Township/Range/Section/Quarter, links to maps Neighborhood 1504000 Explanation of Neighborhood Code (opens as new window) Township 27 Range 04 section 18 Quarter NW Find parcel maps for this Township/Range/Section View Map of this parcel (opens as new window) http://web5.co. snohomish.wa.uslpropsys/asr-tr-propinglPrpIngO2-ParcelData. asp?PN=0091... 2/8/2010 DATE: April 23, 2015 TO: FU FRANK C & HELENE C 18002 VISTA DEL MAR DR EDMONDS, WA 98026 RE: House address changes for Enhanced 911 Current address: 18002 VISTA DEL MAR DR Parcel: 00914200000300 Snohomish County will be implementing a county -wide advanced technology system in June that will vastly improve. police, fire, and emergency medical emergency responses through the 9-1-1 system. In preparation for this event, Snohomish County Enhanced 9-1-IOffice is validating all addresses located in the Geographic Information System (GIS) for emergency responses throughout the entire county. A recent audit by the county has identified a considerable number of buildings in the City of Edmonds whose addresses are not consistent. with the approved protocol for addressing buildings, which could result in delayed emergency responses to those locations. The current address above has been identified as one of these. In an effort to cooperate with Snohomish County, as well as Fire District 1 and the Edmonds Police Department to improve fire and public safety for all types of emergency response, the City of Edmonds will be changing the above address to: 17908 VISTA DEL MAR DR The main purpose for this particular change is to properly align odd and even address numbers on opposite sides of the street, and ensure they are in proper numerical sequence. We understand that this change may cause you some inconvenience, and even some financial expense, and we apologize for that. However, please understand that the change will provide additional assurance that police, fire, and public works services are quickly able to find your address during your emergency. For your convenience, we have enclosed a USPS addressing kit, which will help you make the appropriate notifications to your utilities, creditors, insurance companies, magazine subscriptions, etc. In order to .be prepared for the upcoming upgrade to the E911 system, we anticipate that this address change will need to take effect by June.8, 2015, the date when Snohomish County E911 will implement the new technology. If you have any questions please contact Linda Thoniquist, Senior Permit Coordinator for the City of Edmonds at (425)771-0220 or by email at linda.thomquist@edmondswa.gov. Best Regards, Leif Bjorback, Building Official City of Edmonds C: Fire District 1 of Snohomish County Edmonds Police Department Edmonds Finance Dept/ Utility Billing US Postal Service /bODZ. ✓1ST del NAR, MAX. HF STASiL,ZED 7 GONSTIRIJGTi oN / ENTERAM--E PER uTY STANDARD5 o �' 36 47.90 4'-B' G111ARRT 5PI1L.L5 airs . fJip'Ii1 co ��`' 7 0 A N 2 9 4 7 2 5 MOP Bog Iq0SLOP96 6��aCJ �' V DRIVE Q}in U oM W U Q� s,I E ' F 51 IT A CL H U O 4) O I-OVy Kt TILE MRAIN ro GONrmGr ! ci 2 GARAGE 8�. .0.5. ® .00 Alew _ RE51 DEN �`- i 1FF MAIN ® ig0.00' 113 F-F`LONER ® 1a0.00' LOY APPfZpX. LOWEST-- ST M 156 7O0 YA MNAL FOOTING p 1 0 TO �<<REM7co 12 �s� � G l a- 152' ioA WAreg Z 0 0 MFrER-NV �07�(�4'�Q" �ff�pc- �pmwg� TRAs�s,. U a. KA WRECEIVE® SILr �1cc �.. Z DR SEP 2 7 2012 S POR PLAT "Oul-o OFE rL^TTM TRE. i�ST • � TO cRArH DEVELOPMENT SERVICES O n ° ° COUNTER -V FROM J iF ' J "� , To s o a ENGIN_gERRIIT IVISION - TOP Sou. � Aa o ° jbYlL e o u CITY OF EDMONDS 121 5th AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • fax (425) 771-0221 www.edmondswa.gov 'DEVELOPMENT SERVICES DEPARTMENT 1'.7C. Ig913 May 4, 2015 MEMO TO: Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sound Energy Fire District 1 Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Northwest Allied Waste DAVE EARLING MAYOR Per the request of the Snohomish County E911 Office, in preparation of the GIS driven NWS (New World Systems) CAD (Computer Aided Dispatch) which is to go into effect June 2015, I have attached a spread sheet of corrected addresses for the City of Edmonds. These addresses were corrected due to an audit check by Snohomish County for even and odd addresses to be on the correct side of the street. The spread sheet contains parcel, owner, old address and new corrected address. Owners have been notified through a separate mailing. If you have any questions regarding this letter, please contact a City of Edmonds Permit Coordinator at 425-771-0220. Please contact our office if you wish to be removed from future address change notifications. Sincerely, l� Linda Thomquist Senior Permit Coordinator City of Edmonds Cc: file Incorporated August 11, 1890 Sister City - Hekinan, Japan Thornquist, Linda From: Sent: To: Subject: IJ Lf=1 Memo.pdf City of Edmonds 2015 Address C... Thank you, Thornquist, Linda Monday, May 04, 2015 3:06 PM Allied Waste; Angela Edwards; Bard, Mike; Cunningham, Diane; Curt Kiessig; David Baxter; Dowd Kim (kdowd@snopac911.us.com); Frontier, Jacqueline Amble; 'Joanne Coughlin'; Johns, Kristin; Kenyon, Denise; Kuhnhausen, Kris; Lawler, Patrick; Linda Dolan; Matthew Crisler; McMurphy, Linda; PSE; Rohde, David; Sharon Euster; Silva; Steve Wheeler, Tammy McGowan; Terry Peterson; Thornquist, Linda; Tim Harris; Todd Merriman; Vicki Thoroughman; Westfall, John; Witt -Williams Vicki (vicki_whitt- willianis@cable.comcast.com); Zulauf, JoAnne , Important! 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ZZ4L9'SZ = l jig- �d SL 9= 8—/ CA �G-> O�CyL' Oo OL'8i o f � it I �{ po'�� IN 3,S1,10.68S g Ln t----JoO'0Z o 00'sZ :1z s CL'LC o I #rh 3„L L.&SLS `P t i i 9g9t`3 34Z F, rh ot, 1 w mrn ti ,t I Zz o ' b rn C/) o �, r" \/ y IM ,� y .was �� ,r.� i*�7 -�. ,��„� v` �;� tit ,i �� ^`� �` � Q i�` �J ( ",, i M r- .. 7 �_i r � >E e a - t. � V00II�IIIIIVYIIV�IIIIIflNVVIINIIII�YIN Yq�IYI C0.'NYar�Y�SNiI�Gipv� After recording return to: John P. Winbauer Lathrop, Winbauer, Harrel & SlothowerL.L.P. PO Box 1088 Ellensburg, WA 98926 DOCUMENT TITLE: EASEMENT AGREEMENT S ��� �4 � :���. R E NO EXCISE TAX. REQUIRED OCT 2 5 2007 BOB DANTINI, Snohomish County Ties M! dy_ _ BOB DANTINI GRANTORS: DP Miller Homes, LLC, a Washington Limited Liability Company GRANTEES: West Bank Properties, LLC, a Washington Limited Liability Company; DP Miller Homes, LLC, a Washington Limited Liability Company; James R. Wegner and Marilyn Wegner, husband, and wife; Frontier Bank LEGAL DESCRIPTION: A tract of land for ingress egress purposes which lies within the plat of Vista Del Mar, recorded under Auditor's File No. 20010195002, in the NW '/4 NW '/4 , Sec. 18 and SW 1/4 SW '/a Sec. 7 all in Twn 27 N, R 4 E, W.M.. ASSESSOR'S TAX PARCEL NO.: 009140-000-003-00; 009140-000-004-00; 009140-000-005-00 & 009140-000-006-00 EASEMENT AGREEMENT THIS EASEMENT AGREEMENT (hereinafter referred to as the "Agreement") is made this Z.o , day of -7J7un c , 2007, by and between James R. Wegner and Marilyn E. Wegner, husband and wife; DP Miller Homes, LLC, a Washington Limited Liability Company; West Bank Properties, a Washington Limited Liability Company; and Frontier Bank of Edmonds. WHEREAS, James R. Wegner and Marilyn E. Wegner, husband and wife, own fee title to the real property located in Snohomish County, Washington legally described as follows ("Lot 6"): Lot 6, Windsor Estates Division 2, as per plat recorded under Recording No. 200010185006, records of Snohomish County Auditor. Situate in the County of Snohomish, State of Washington. Easement Agreement WHEREAS, DP Miller Homes, LLC, a Washington Limited Liability Company, owns fee title to the real property located in Snohomish County, Washington legally described as follows ("Lot 4") Lot 4 and the South 1.46 feet of Lot 5, Windsor Estates Division 2, according to the plat thereof recorded under Snohomish County Auditor's File Number 200010185006, records of Snohomish County, Washington; (pursuant to boundary line adjustment recorded under Auditor's File Number 200206260136, records of Snohomish County, Washington). Situate in the County of Snohomish, State of Washington. WHEREAS, DP Miller Homes, LLC owns fee title to the real property located in Snohomish County legally described as follows ("Lot 5"): Lot 5, Windsor Estates Division 2, according to the Plat thereof recorded under Snohomish County Auditor's File No. 200010185006, records of Snohomish County, Washington. EXCEPT the South 1.46 feet thereof. Also known as Lot 5, of Snohomish County Boundary Line Adjustment 02-105134, recorded under Auditor's File No. 2002062601363. Situate in the County of Snohomish, State of Washington. WHEREAS, West Bank Properties, LLC, a Washington Limited Liability Company, owns fee title to the real property located in Snohomish County legally described as follows ("Lot 3"): Lot 3, Windsor Estates Division No. 2, according to the plat thereof recorded under Snohomish County Auditor's File Number 200010185006, records of Snohomish County, Washington. Situate in the County of Snohomish, State of Washington. WHEREAS, Frontier Bank of Edmonds, Washington has an interest in Lots 4 and 5 legally described hereinabove; and WHEREAS, DP Miller Homes, LLC is the owner of the tract of land upon which the parties hereto wish to establish an easement as further described herein; and WHEREAS, the parties desire to create certain easements as set forth herein and to establish the property benefited bi the Easements, burdened by the Easements, and establish terms and conditions for the use and maintenance of the Easements. NOW, THEREFORE, in consideration of the benefits contained and derived hereunder, the parties, for and on behalf of themselves and their respective successors in interest and assigns, does hereby grant, declare, convey and establish the following easements and further declares that all of the Property shall be Easement Agreement held, sold and conveyed together with anti snlbject to the u;luwing restrictions, covenants, conditions, reservations, easements, assessments and lien rights, all of which are for the purpose of enhancing and protecting the value, desirability, and attractiveness of the Property. 1. Easements. 1.1. Easement. A non-exclusive easement is hereby created and is described as follows: A tract of land for ingress egress purposes which lies within the plat of Vista Del Mar, recorded under Auditor's File No. 20010195002, records of Snohomish County, State of Washington, in the Northwest '/< of the Northwest '/. of Section 18 and the Southwest'/< of the Southwest '/a of Section 7 all in Township 27 North, Range 4 East, W.M.; described as follows: Beginning at the Southwest corner of Lot 6, of said Plat of Vista Del Mar; thence South 27°10'08" West, 26.34 feet; thence North 62049'52" West, 20.00 feet; thence North 27010'08" East, 18.53 feet; thence North 15'29'11" West, 114.60 feet; thence North 59054108" East, 20.67 feet; thence South 15'29' 11" East, 127.62 feet to the point of beginning. Situate in the County of Snohomish, State of Washington. 1.1.1. Use: 1.1.1.1. Private road for ingress and egress, together with, but not limited to, the right to reconstruct, replace, repair, maintain and use said road; and 1.1.1.2. Underground utilities, including, but not limited to, power, telephone, cable and natural gas, together with, but not limited to, the right to install, replace, repair, maintain and use said utilities; and 1.1.1.3. Underground irrigation pipeline(s), together with, but not limited to, the right to install, replace, repair, maintain and use said pipeline(s). 1.1.2. Lots Burdened: Lot 5. 1.1.3. Lots Benefited: Lots 3, 4, 5 and 6. 1.1.4. Restrictions on use: The area of Easement shall not be used for long term parking, storage, staging of construction (except construction required for Easement) or any other use that would unreasonably interfere with its intended purpose. 2. Use and Maintenance. All decisions concerning the use, repair, replacement, maintenance or reconstruction ofthe easement improvements, including, but not limited to the roads, utilities and/or pipelines ("Improvements"), shall be agreed upon by a majority vote of the owners of the Lots benefited by the Easement or Improvement in question. For purposes of this Agreement, each lot shall have one vote. Only Lots having a beneficial use of the Easement or Improvement in question ("Affected Lots") shall be entitled Easement Agreement to vote on matters related thereto. For purposes of this pamgraphi "beneficial use" of a roadway shall be deemed to begin upon commencement of construction of a residence, garage, shop or other approved outbuilding on the Lot. 2.1. In the event the Affected Lot Owners shall determine by majority vote that an Improvement is in need of repair, replacement, maintenance or reconstruction (hereinafter collectively "Maintenance"), the Affected Lot Owners shall share equally in the cost of such Maintenance, based upon the number of votes as provided hereinabove. Each vote shall equate to a share in said cost. When a decision is made to provide Maintenance to an Improvement, the Affected Lot Owners shall establish an account for said purpose. The account shall by managed by a Lot Owner or a designated management company, as agreed upon by a majority of votes by the Affected Lot Owners. Each Affected Lot Owner shall pay its share of the estimated cost of the work into said account within thirty (30) days of written request. In the event the amount paid into the account is not enough to pay the actual cost of the approved Maintenance, each Affected Lot Owner shall pay its share of any shortage into the account. If any Affected Lot Owner fails to pay its share of the cost of Maintenance when due, the remaining Affected Lot Owners, individually or collectively, may pay the defaulting Lot Owner's share and may record a lien against the defaulting Lot Owner's real property in favor of the Lot Owner(s) who advanced the payment. Said lien may be enforced pursuant to the law ofthe State of Washington. The lien does not have to be foreclosed or otherwise enforced within any specific time period. 2.2. In the event any Lot Owner or Lot Owners desire to upgrade or provide Maintenance on the Improvements without majority approval by Affected Lot Owners, then the Lot Owner(s) desiring to make such upgrade or perform such Maintenance shall do so at their sole cost and expense; provided, however, any such work shall not interfere with the use of the Improvements by the other Lot Owners. 2.3. In the event any Lot Owner or Lot Owners disturb the surface of any Easement area set forth herein during the installation of utilities, storm water drainage or other improvements for the benefit of their own Lot(s), or through excessive wear and tear, or for any reason damage the Improvements, the Lot Owner(s) responsible for such damage shall be responsible for repairing and restoring such damaged Improvement to its prior condition, at that Lot Owner(s)' sole cost and expense. Hold Harmless and Indemnification. 3.1. Each Lot Owner shall defend, indemnify and hold the all other Lot Owners harmless from any and all claims and causes of action which may accrue to or be suffered by any Lot Owner by reason of, arising out of, or resulting from the use by any of the Lot Owners of the Improvements or the Easement Area or the use by that Lot Owner's successors, assigns, employees, agents, lessees, licensees, invitees and guests, unless the claim or cause of action is caused by or results from the sole negligence of the owner of the burdened Lot or its agents, tenant, invitees or employees. In the event of concurrent negligence of the Lot Owners or their agents, tenants, invitees or employees, each such Lot Owners shall be responsible only to the extent of its own negligence and that of its agents, tenants, invitees and employees. 4. Eminent Domain. If the Easement described herein, or any part thereof, is taken by any governmental agency in the exercise of its power of eminent domain, the award granted under such proceedings, or any settlement in lieu thereof, for the taking of such property shall be payable to the fee owner of the portion of the Easement area which is taken. If all or any part of the Easement area is taken, this Agreement shall terminate with respect to the portion so taken and the obligations hereunder of the then owners of the Easement area shall automatically cease and terminate when possession is transferred to the condemning agency with respect to any portion of the Easement area so condemned; provided, however, that Easement Agreement nothing herein prevents the owner(s) of the property benefited by ilie Easement from seeking compensation from the condemning agency, only, for loss of the Easement. 5. Easements and License Runs with the Land. The Easements and License granted and the restrictions and covenants established herein shall run with and shall bind and be obligatory upon the properties described herein; provided that, anything herein to the contrary notwithstanding, no rights in or to the general public are created hereby. 6. Legal Expenses. If any party is required to bring or maintain any action (including assertion of any counterclaim or cross -claim, or claim in any proceedings in bankruptcy, receivership, or any other proceeding instituted by a party hereto or by others), or otherwise refers this Agreement to an attorney for the enforcement of any of the terms and conditions of this Agreement, the prevailing party in such action shall, in addition to all other payments required, receive from the other all the costs incurred by the prevailing party, including reasonable attorney fees and such costs and reasonable attorney fees which the prevailing party may incur on any appeal. 7. Binding Effect. This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective heirs, successors, assigns and legal representatives. IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first above written. WAWA=1 MMS Printed Name: Title: DP Miller Homes, LLC — Owner Lot 5 MARILYN GNER n,U, C� W-41, , rn 6 JtFf Rltf WHITNEY, Member West Bank Properties, LLC Printed Name: Printed Name: Title: Title: Frontier Bank DP Miller Homes, LLC - Owner Lot 4 Easement Agreement • STATE OF WASHINGTON ) ss. County of Snohomish I certify that I know or have satisfactory evidence that James R. Wegner and Marilyn E. Wegner, husband and wife are the individuals who appeared before me, and said individuals acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in the instrument. GIVEN under my hand and official seal this 2 r day of T" ,I e , 2007. S Q10E W *WA►Sµ`�G1 STATE OF WASHINGTON ) ss. County of Snohomish ) not Name: Notary Public in and for the State of Washington My commission expires: ,S ,e f 1a- -�-v l I certify that I know or have satisfactory evidence that Jeffrey Whitney is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as a Member of West Bank Properties, LLC the company that executed this instrument as the free and voluntary act of corporation for the uses and purposes mentioned in the instrument. GIVEN under my hand and official seal this day of ec�l�. 1p c, , 2007. �oMMtss� Printed Name: r(,,vo,4 A zoo //-r DA/-T9 �Notary Public in and for the State of Washington My commission expires: 7- /d•tig� m O?U oA --- Easement Agreement 0 • i nothing herein prevents the owner(s) of the property benefited by the Easement from seeking compensation from the condemning agency, only, for loss of the Easement. 5. Easements and License Runs with the Land. The Easements and License granted and the restrictions and covenants established herein shall run with and shall bind and be obligatory upon the properties described herein; provided that, anything herein to the contrary notwithstanding, no rights in or to the general public are created hereby. 6. Legal Expenses. If any party is required to bring or maintain any action (including assertion of any counterclaim or cross -claim, or claim in any proceedings in bankruptcy, receivership, or any other proceeding instituted by a party hereto or by others), or otherwise refers this Agreement to an attorney for the enforcement of any of the terms and conditions of this Agreement, the prevailing party in such action shall, in addition to all other payments required, receive from the other all the costs incurred by the prevailing party, including reasonable attorney fees and such costs and reasonable attorney fees which the prevailing party may incur on any appeal. 7. Binding Effect. This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective heirs, successors, assigns and legal representatives. IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first above written. JAMES R. Printed Narrk Title: DP Mill Ho s, LLC — Owner Lot 5 rrontier tsanK MARILYN E. WEGNER JE F Y WI-IITNEY, Member West Bank Properties, LLC Printed ame: tL r-. ,k.-L t-- TitI�: / i.C,l DPI ler Homes, LLC Owner Lot 4 Easelnew Agreement 0 STATE OF WASHINGTON ) ss. County of Snohomish ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the &N Q t= _ of DP Miller Homes, LLC, the company that executed this instrument as the free and voluntary act of corporation for the uses and purposes mentioned in the instrument. GIVEN under my hand and official seal this Z -�"day of A 12007. JQ SION F�A�tis Printed Name: n -i Sc �� NOTARY �' 2 Notary Public in and for the State of Washington My commission expires: N PUBLIC, 2I �� 12-5-2007 ,tom F OF WASN\� STATE OF WASHINGTON ) ss. County of Snohomish ) I certify that I know or have satisfactory evidence thatis the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the ;2. u F P S of Frontier Bank, the corporation that executed this instrument as the free and voluntary act of corporation for the uses and put -poses mentioned in the instrument. Easement Agreement 9 GIVEN under my hand and official seal this of _ U b u �� 2007. AGE J • Q' SStON F ti J �x xi0i� �16A Printed Name: M 4- ­c r o C-, NOTARY �J' 2 Notary Public in and for the State of Washington My commission expires: N PUBUO 2 12-5-2007 �O / 9�F OF W Ea.semew Agreement IL I EASEMENT EXHIBIT A PORTION OF THE PLAT OF VISTA DEL MAR L=117.79' L=12.54' R=75.00 R=6'75 89°59'06.' l06°26'34" L=39.38' R=45.00 S89°01'15"l S89°01'15"E 50008'25" 4.17' 18.10' I.�37.85' "�• u R=25.00 1.=25.67 8(i°a4'4s" ? R=20.00 e o 9 N 73°32'21" tS LOT 6 L=34.96' R=120.00 n 16°4 P32" LOT 4 `b 3 YOB N27° 10'08"E SW COR. LOT 6 v 18.53' N . N82° 5555"W S89001II5"E 63.35' 109-60' N� � o °p el N62°49'52"W o M 20.00' z LOT 3 3 �, a _ LOT g N8.1 °42'5?"W � z 131.11, L-58.35' cP� R=158.90 21"02'27" L-30.05' F R=158.90 N82 °55'55"%, 10*50'20" F,•, PEN f C • � F wa • 148.47' 0 vac 7'L9� 30 60 120 z: MEW ( IN FEET 1 INCH - 60 FEET c 6824 r C/STf,RF�v��`� BASIS OF BEARING �Ha'L * -Lp0 S PLAT OF VISTA DLI. MAR E IRES. 03/05/09 - ATE RECEIVED .41 1 U a PERMIT EXPIRESPERMIT CITY OF EDMONDS NUMBER 2('�7 CONSTRUCTION PERMIT APPLICATION JOB ADDRESS c (f fJJ % y/ % SUITEIAPTN C��•'"-'. .l ( N ( OWNER NAMEIIN}AME OF BUSINESS I e-4 Qy :.,,, Ro r„k e s LL! •r� ,x fl 4•+ PLAT AME ES ...VISION OT ��d/*' LOT NO LID NO. LID FEE 5 w MAILINGADDRESS _20 5 /Q # YM411 2-2() PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESZ approves O ijJ +�, re W J V 1 ' 1 1 EXISTING ' PROPOSED R W Parmil Requ"vea D Street Use Permit Required D Inspection Required 17 CITY ZIP TELEPHONE (� p E d e tr IAlA a Q 0 --T Z �� _ U� und,eg x Regeaes O ,i O / 0 1 l REQUIRED DEDICATION FT T W ra r. wrm uee O NAME � n t- rr^^�� C 1 �()ADCS� MET SIZE LINE SIZE y1 NO. OF FIXTURES PRV REQUIRED VES C3 NOD a W f �% ti .7'�T 4,/N�K J©M .�i w k ADDRESS ..REMARKS OWNERICONTRACTOR RESPONSIBLE FOR EROSION CON7ROUDRAINAG w W G7 7%.1 N CITY ZIP ITELEPHONE Vja, 9 F0331 LlzS-_ FzT - `ill? � , IrIcic,"d , K " NAME Nryrvshn<- /% f,"..r?•r- -r f.]7i I Y4 VLJAADDRESS E GINEERING REVIEWED BY DATE 1 4 # ' u (p10 5� EJrre 4� Y" CI I(( LAJA Z2U P"I - IRE REVIEWED BY DA E Z(I�P^} (J{y TELEPHONE U eCITY p II�y}� �� J( (� v e t C, 4,, Y ea, 9 (i G.. V V ` /� (� L1 7- 5_... L. 23 -� 00 4+ LL STATE LICENSE NUMBER EXPIRATION DATE . CV BY VARIANCE OR CU SHORELINE ORADB# INSPECTION SEPA BRol 9 r' 3 P q 1 13 ES II COMPLETED EXEMPT G PROPERTYTAXACCOUNTPARCELNO. CAN -oll WAIVER 0 Yi ZONE SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PR.-�sLED r, Q )) /^� /� j �s O� ) 141 dC%IJ OVJ �O STUDY INA ��• (y z5j1 i•LI'r'fT RESIDENTIAL NEW PLUMBING I MECH LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ADDITION ❑ COMMERCIAL COMPLIANCE OR ALLOWED PROPOSED 3 •/. 2 a ' /, WFRONT . SIDE ftR 2 1 MIlQSe 7 r 1 sm.- H'BJQE^iiEBR Ian 3�7 0 Z ❑ ❑ MIXED USE CHANGE OF USE 4�' � Ito Z PARKING REO'D PROVIDED LOT AREA PLANNING REVIEWED BY DATE ❑ REMODEL MULTIFAMILY ❑ SIGN 2` 3'1' lOz i.)0 'I'DGSf 2005 G DN FENCE ❑ REPAIR CYOS ❑ ( X FT.) REMARKS DEMOLISH ❑ TANK ❑ OTHER u tJ' Or GARAGE RETAINING❑ WALL SPRINKLER ❑ a YbY'E d z ROCKERY I FRE ALARM F _.(TYPE OF USE, BUSINESSOR ACTIVITY) EXXP.L.AIN, f:;, , ,.._ TYPE OCTIDN OCC PAN T GROUP p NUMBER NUMBER OF OF 2— DWELLING ( STORIES��-***KKK UNITS v SPECIAL INSPECTION CONSULTANT OCCUPANT LOAD REQUIRED ES DESCRIBE WORK TO BE DONE REMARKS r9 z m GYoZ a R& ii L) r E * R I5Q LG `V / q BYRr rnA h)A5 ��... AA-t ► �� t 0 0 l✓ F-47,100 VALUATION 1' 7 L !G OO `7a 7 Vtilni C $ �0 / �52 rn QW111 NitDescription FEE Description FEE iv(,J -5 Plan Check . State Surcharge L ill HEAT SOURCE C75� L T brOPE% VESTED DAT Building Permit ) City Surcharge is PLAN CHECK NO: _ J Plumbing Basefee 1,; Mechanical ' THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC OONMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading - t SEPARATE PERMISSION. eVIOW "� .. W PERMIT APPLICATION; SEE ECDC 18.00.005(A)(5) En r Inspection g ' p a• PERMIT LIMIT: SEE ECDC 18.00.005(A)(8) SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SU LESSORS Fire Review Plan Chk. Deposit a1 IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF M EDMONOS, WASHINGTON. ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt # ALI;CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FRgM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO'MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp. Total Amt. Due NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* Recording Fee Receipt # I HEREBY ACKNOWLEDGE THAT i HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC• This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or nether Deputy! and Fees are paid, and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'S 59AW,,NSATION INSURANCE AND RCW 18:27. ' OFIVALS SIGNATU DATE TURE WNE RAG{ENT): DATE SI hl �. '- (425) 11 ,.1 ! ' ! JAT r � `% �'}'- "�tom 771 -0220 REL SED BYf ATTENtl6N EXT.1333 . /l IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- / ORIGINAL . FILE • YELLOW • INSPECTOR FICATE OF OCCUPANCY HAS BEEN GRANTED. UBC109 I IBC110 I IRC110. PINK -OWNER GOLD - ASSESSOR mm+ nn.-ni. r s w nn v�r e w nF- ■� w vnsi+ • i.�ne�n 45.00 1 I S82'55'22"E hI J?88 I J r' S15'39'11"E w 5.211 o 37.73 �. zs.o,n-337t15-- 20,00o � d o S89'01'1;i'E � n 18.10 0 �c�0� 4jg / 14.17 ..��R _ 6(75 05°�-R _20_00 1 n i2p527'5s" o _SEC 7 p= 73'32'04" e�` 25'-RADIUS a SEC 18 •� o� o Q �" leirniO',� EMENT FOR W R = 25.00 N -�•�I U� IGHT DISTANCE: 01 L = 37.85 0 0 AX. HEIGHT OF o s p n ti J p p= 86'44'45" `�:. N PLANTS/OBJECTS J ] J tO N gyp" t OT TO EXCEED -'<1 ✓; 7= R = 120.00 2U19 ..+ a,5 FEET ABOVE I� L = 34.96 i �Z �= STREET GRADE. 16.41'32' ��`L� S*� I o 20, 20, LOT 4 '. `n i� I LOT 6 C."Ja j 12048 SF k- ?�� . ° . N 12030 SF ILU p S89'01'15"E a E ^ ct i S87 963.35 5'55"°ri L �t� 60 001 Ss try j j 3 z > 24ss?, 0. J a� _ ;l N %/ IN COMMON v a J� o rn L2026 SF v 40T 5 U L OWNERNSHIP -1 o v 1I4872 SF J WITH LOT 9 U m c I ? p p N 7 I W r rn a , S81-42'53"E - I c1 r R = 0.00.. REV. URV. - C pI = 16111'42" m \\ate cc LOT 2 6+t�6t p = 21 02j 3" 12017 SF <, diN, 5g 5 gS st A = il50'07' S V ; 2N S82'55'55"E /^�Q�p40° �_ VE 36' 20' cy 148.4-7 �. <b• Tg, ` p = oEr07'52",, i p '00 LOT , D I x 11 9 12221 SF w O, ��� p.= 89'57'47' v NO- S cP R = 25.00 Qo�s .926.sL = 39.25 "al�� fla ACKNOWLEDGEMENT 0 V� %Qa STATE OF ,SSSB % COUNTY OF Qq�,la� _� SS. B3 joss �` '�l ON THIS /LA DAY OF74u.-j4,lt_, 2000 BEFORE 8F tv o APPEARED_�4_d_u-1��id€.Sow' __FOR FLAGSI o I a = sD'oz'13" TO ME KNOWN TO BE IN THE OFFICIAL CAPACITY FC R 3540 Nh .r ASSOCIATION FOR WHICH SIGNING HIS/HER NAME; N M 9.29 LOTI 12 �^�� THE FOREGOING INSTRUMENT, NSTRUMENTTO EBY DACKNOWLEDGED HEIR FREEAND VOLUNTARI 1635 SF AND THE FREE AND VOLUNTARY ACT OF SAID BANK ^t L"wq., Y FOR THE USES AND PURPOSES THEREIN MENTIONEC �1 G 04 STATED THAT THEY WERE AUTHORIZED TO EXECUTE INSTRUMENT. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFI I 21364 AND YEAR FIRST ABOVE WRITTEN. ^� �A'AL LATE cu (2 / / 1L, .c,_ NOTARY PUBLIC IN AND R THE STATE O EXPIRES: 6/1 J02 � RESIDING AT 000W, Ciiakr4ej Al oNS NOTE: SURVEY ACCURACY MEETS OR D I% EXCEEDS WAC 332-130-090. biro FIELD EQUIPMENT USED: MY COMMISSION EXPIRES: OY•// -04 00/ TOPCON GTS-301, 3 SEC. TOTALSTATIN AQ 4 V ��- "=m=��'� Gad fag �� x •a a.$ e� � �a g�.z s � �. � SM I . 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