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Home My WebLink AboutPermit L05-026 - PARNELL ROBERT - REHAL SHORT PLATLOS -026 REHAL SHORT PLAT LAND DIVISION LAND DEVELOPMENT 13605 42 AV S August 8, 2005 Robert N. Parnell, PE 4422 187 Place SE Issaquah, WA 98027 Sincerely r Brandon J. Miles Assistant Planner cc. File (L05-026) • City of Tukwila • Department of Community Development Steve Lancaster, Director RE: Withdrawing L05 -026 Your Letter dated August 1, 2005 Dear Mr. Parnell: The Department of Community Development received your letter dated August 3, 2005. In the letter you have voluntary withdrawn L05 -026. The Department has canceled the above short plat application. If the applicant wishes to proceed with the application at a future date a new application and a new application fee will have to be submitted to the City. Additionally, SEPA will be required for the short plat, due to the cumulative cut/fill from the house that is currently being constructed on the site. If you have any questions, please call (206) 431 -3984 or send an email to bmiles @ci.tukwila.wa.us. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: August 8, 2005 Robert Parnell D05 -102 13605 42 AV S PLANNING DIVISION COMMENTS The Department has originally required that SEPA be completed prior to issuance of the building permit. SEPA was required because the cumulative cut/fill was greater than 500 cubic yards. The applicant has submitted revised cut/fill estimates that indicate that the cut/fill will be less than 500 cubic yards. The applicant has also withdrawn a related SEPA application which would have put the cut/fill greater than 500 cubic yards. The building permit now does not require SEPA. RNP August 1, 2005 City of Tukwila Permit Center Dept. of Community Development 6300 Southcenter Blvd. # 100 Tukwila, WA 98188 ATT: Brandon Miles, Assistant Planner Subject: Rehal Building Permit D05 -102, M05 -044 Rehal Two Lot Short Plat Application ( L05 -026 Rescind) 13601 42 Ave. South, Tukwila, WA Dear Brandon: FAXED TO: (206) 431- 3665 Mailed Original • R. N. PARNELL COMPANY CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT RECEIVED AU6 0 3 2005 PM N+ E EN NT We are requesting issuance of the Rehal Building Permit D05 -102 and M05 -044 for the construction of a single family residence at 13601 1/2 42 Ave. South, Tukwila. Please rescind our Short Plat Application L05 -026, submitted on April 27, 2005, of this site. The current status of the short plat application is "Incomplete" pending SEPA application. The Planning Department has held issuance of the residential building permit based on construction of the single family residence along with the proposed short plat and its second lot expected residence construction would exceed 500 cubic yards. SEPA would then be required for the parcel Tax Lot # 7360600271 as the cumulative cut -fill would exceed 500 cubic yards of material that requires SEPA review according to city interpretation. The Rehal's desire to start construction on the single family residential building permit this summer during the dry weather season. The 60 -90 day SEPA process for the added short plat at this time would impact single family home construction. We are rescinding the short plat application in order to obtain the single family building permit. Please call me at (425) 643 -3560 or Jesse Rehal at (206) 235 -2168 when the building permit is ready for issuance. Sincerely Robert N. Parnell, PE CC: Kulbir Singh Rehal- NW Custom Homes 4422 187th Place S.E. • Issaquah, WA 98027 • 425/643 -3560 FAX 425/641 -5095 RNP June 27, 2005 Brandon J. Miles Assistant Planner Tukwila Dept. of Community Dev. 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Subject: Rehal Short Plat L05 — 026 Dear Mr. Miles: R.N. PARNELL COMPANY CIVIL ENGINEERING WATER RESOURCES ENGINEERING MANAGEMENT ENVIRONMENTAL SERVICES CONSTRUCTION MANAGEMENT I am providing the additional information requested in your May 5, 2005 letter concerning the Rehal 2 Lot Short Plat at 13601 1/2 42 Avenue South, Tukwila. 1. Estimate of total cut/fill for the project area including proposed construction activities and the single family dwelling being processed under D05 -102. previously provided to the city and by my May 18, 2005 residential D05 -102 resubmittal with cut/fill quantity shown on the plans. Cut quantity provided for Lot 2 development was 600 cy and fill quantity was 800 cy, including 200 cy for utility bedding and driveway subsurface /surface for the single - family residence permit D05 -102. Most of the short plat infrastructure would be installed during the construction of the new home on Lot 2. Lot 1 new home, after short plat and new tax lot number, is estimated at 200 cy. Total cy for the project area is estimated at 800 cy cut and 1000 cy fill. However, see my revised 450 cy cut/fill for the one single - family residence described below. 2. Geotechnical Report referencing the short plat and all improvements associated with the short plat was prepared by Geo Group Northwest, Inc. Geotechnical Evaluation Report Proposed Residential Short Plat, 13601 '/ 42 Ave. South, Tukwila, WA , dated June 22, 2005. Thank you for your June 9, 2005 letter concerning SEPA required for both the short plat application and the pending building permit. We believe that WAC 43.21 C and RCW 197 -11 -800 includes categorical exemptions for single - family residences, short plats, and installation of utilities for this project. Request that the City of Tukwila process the applications under WAC 197 -11 -305. We further believe that the 500 cy landfill threshold is not applicable to this project. A "For Sale" sign was installed at the driveway entrance to the Rehal parcel by John L. Scott with Baljit Schmby listed as the Sales Associate. Mr. Schmby is a real estate development consultant to the Rehal brothers. 4422 187th Place S.E. • Issaquah, WA 98027 • 425/643 -3560 • FAX 425/641 -5095 • • RN Parnell Company, Robert N. Parnell PE., a professional civil engineer is providing technical consultant services to the Rehal's for their short plat and the single family residence. I am preparing a separate letter to the city concerning SEPA,; however, at this time request that both exempt projects application proceed with city processing under SEPA rules pending resolution of the city imposition of SEPA. I have also reviewed my single - family residential earthwork calculations to reduce utility trench width, reduction of gravel import by using suitable native material for private utility bedding and home site cut/fill reduction to obtain cut/fill estimated at 450 cy which is less than 500 cy such that the single family home may proceed and be permitted. (Copy enclosed) understand that even with the single family application being under 500 cy, the short plat itself would not add additional cut/fill cy, but the new lot home could add about 200 cy, therefore, the city would still impose SEPA because the parcel cubic yardage exceeds 500 cublic yards unless the Short Plat application is withdrawn and the less than 500 cy single - family residence application cut/fill verified by Tukwila staff. The single - family residence is not a landfill but a single - family residence and that according to WAC 197 -11 -800, single - family residences, utility installations, and Short Plats are categorically exempt from SEPA. To believe otherwise is to double permit by requiring a building permit for a single - family residence and then require a clear and grade permit plus SEPA process. Our experience indicates that most single family residences construction with utilites is at least 200 cubic yards cut/fill. As you know, Patty Pavong is desiring to be able to pave the driveway to her new home, but is awaiting the Rehal permit approval for the Rehal's to install utilities within the driveway. With the SEPA process being required, approval and construction work could be at least 60 days or more away. Brandon, thank you for your patience and planning support as we provide the additional information necessary for a completed application sans a SEPA Check List to be provided under separate cover due to the mailing table requirement. Please call me at (425) 643 -3560 if you desire additional information. Sincerely, Robert N. Parnell, PE Enclosures; As stated rehal cut fill fill gravel . June 9, 2005 Mr. Robert Parnell, P.E. RN Parnell Co 4422 187 PL SE Issaquah, WA 98027 RE: Notice of Incomplete Application Rehal Short Plat, L05 -026 Dear Mr. Parnell: This letter is to follow up an email that I sent you on June 1, 2005. As .I noted in the email, SEPA is required for both the short plat application (L05 -026) and the pending building permit for the single - family dwelling (D05 -102). I would also ask that you provide a copy of this letter to the owners of the property who I assume are your clients. Over the past week, individuals have approached the City who are interesting in purchasing the subject property. These interested buyers are under the impression that preliminary approval has been granted for the short plat. Of course as you are aware, preliminary approval has not been granted, in fact the application is still incomplete and the City will not begin to review the application until those items outline in this letter and the May 5, 2005 letter are submitted to the City. Any interested buyers are welcome to contact the City regarding land use questions and the status of any pending applications. Sincerely, 7 Brandon J. Miles Assistant Planner cc. ` ` File (L05 -026) • City of Tukwila Department of Community Development Steve Lancaster, Director 3/01 tei I gor • Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: 0 Cizy of Tukwila • Department of Community Development June 1, 2005 Kulbir Singh Rehal D05 -102 13605 42 Ave S PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application that was submitted on May 24, 2005. Planning cannot approve the application due to the following: 1. The applicant has estimated that the total fill on the site will be 450 cubic yards. The applicant has also submitted a short plat application on the property and will be constructed two additional homes and other improvements on the property. The entire project will have a cut/fill in excess of 500 cubic yards and thus SEPA review is required. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Brandon Miles - Rehal Permit and Short. From: Brandon Miles To: rnparnell @hotmail.com Date: 6/1/05 9:02AM Subject: Rehal Permit and Short Plat Robert, I noticed that for the home that is being constructed on the site, the total amount of fill on the site has been estimated at 450 cubic yards. I had previousuly asked for the cut/fill on the short plat area. It appears that this project is subject to SEPA. 500 cubic yards is the threshold and given that there is only 50 cubic yards left. Given the amount of construction activities occuring in the short plat area, it is unlikely that the project will be less than 50 cubic yards. The short plat and the building permit are all interconnected with the environmental review. I cannot issue the building permit for the one home until SEPA is completed. Please note that the short plat is now also missing SEPA. I have included the SEPA application with this email. Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us • Page 1 May 5, 2005 Mr. Robert Parnell, PE RN Parnell Co. 4422 187 PL SE Issaquah, WA 98027 RE: Notice of Incomplete Application Rehal Short Plat, L05 -026 Dear Mr. Parnell: Please provide the following: • Cizy of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director The City of Tukwila's Planning Department received your application for short plat approval on April 27, 2005. On May 5, 2005 it was deemed to be incomplete because certain requirements of the application were not provided: 1. Provide an estimate for the total cut/fill for the project area. Please note that estimated cut/fill for the project needs to include all proposed construction activities, including the dwelling that is currently under plan review. 2. The Geotechnical Evaluation provided appears on to reference the proposed construction of the new single- family house. Revise the geotechnical evaluation to reference the short plat and all improvements associated with the short plat. Please note that the Department shall cancel an incomplete application if the applicant fails to submit the requested information within 90 -days following notification from the Department that the application is incomplete. The Department may extend up to 120 days if the applicant submits a written request for an extension prior to cancellation. The request must clearly demonstrate that the delay is due to circumstances beyond the applicant's control (such as the need for seasonal wetland data) or unusual circumstance not typically faced by other applicants, and that a good faith effort has been made to provide the requested materials (TMC 18.104.070). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Once the above - mentioned information is provided, City staff can begin to review the application. If you have any questions, please feel free to call me at (206) 431 -3684 or you can email me at bmiles @ci.tukwila.wa.us. Sincerely, 7 randon J. Mil Assistant Planner • cc. File (L05 -026) q-) ;IP WAC 197 -11 -305 Categorical exemptions. (1) If a proposal fits within any of the provisions in Part Nine of these rules, the proposal shall be categorically exempt from threshold determination requirements (WAC 197- 11 -720) except as follows: (a) The proposal is not exempt under WAC 197 -11 -908, critical areas. (b) The proposal is a segment of a proposal that includes: (i) A series of actions, physically or functionally related to each other, some of which are categorically exempt and some of which are not; or (ii) A series of exempt actions that are physically or functionally related to each other, and that together may have a probable significant adverse environmental impact in the judgment of an agency with jurisdiction. If so, that agency shall be the lead agency, unless the agencies with jurisdiction agree that another agency should be the lead agency. Agencies may petition the department of ecology to resolve disputes (WAC 197 -11 -946). For such proposals, the agency or applicant may proceed with the exempt aspects of the proposals, prior to conducting environmental review, if the requirements of WAC 197 -11 -070 are met. (2) An agency is not required to document that a proposal is categorically exempt. Agencies may note on an application that a proposal is categorically exempt or place such a determination in agency files. [Statutory Authority: RCW 43.21C.110. 95 -07 -023 (Order 94 -22), § 197 -11 -305, filed 3/6/95, effective 4/6/95; 84 -05 -020 (Order DE 83 -39), § 197 -11 -305, filed 2/10/84, effective 4/4/84.] http: / /www. leg. wa .gov /wac /index.cfm ?fuseaction= Section& Section= 197 -11- 305 &printver... 6/22/2005 (a) Have an adverse environmental impact; or (b) Limit the choice of reasonable alternatives. (3) In preparing environmental documents, there may be a need to conduct studies that may cause nonsignificant environmental impacts. If such activity is not egempt under WAC 197 -11- 800(17), the activity may nonetheless proceed if a checklist is prepared and appropriate mitigation measures taken. [Statutory Authority: RCW 43.21A.090, chapter 43.21C RCW, RCW 43.21C.035, 43.210:.037, 43.21C.038, 43.21C.0381, 43.21C.0382, 43.21C.0383, 43.21C.110, • WAC 197 -11 -070 Limitations on actions during SEPA process. (1) Until the responsible official issues a final determination of nonsignificance or final environmental impact statement, no action concerning the proposal shall be taken by a governmental agency that would: (2) In addition, certain DNSs require a fourteen -day period prior to agency action (WAC 197 -11- 340(2)), and FEISs require a seven -day period prior to agency action (WAC 197 -11- 460(4)). (4) This section does not preclude developing plans or designs, issuing requests for proposals (RFPs), securing options, or performing other work necessary to develop an application for a proposal, as long as such activities are consistent with subsection (1). 43.21C.222. 03-16-067 (Order 02 -12), § 197 -11 -070, filed 8/1/03, effective 9/1/03. Statutory Authority: 1995 c 347 (ESHB 1724) and RCW 43.21C.110. 97 -21 -030 (Order 95- 16), § 197 -11 -070, filed 10/10/97, effective 11/10/97. Statutory Authority: RCW 43.21C.110. 84 -05 -020 (Order DE 83 -39), § 197 -11 -070, filed 2/10/84, effective 4/4/84.] http: / /www. leg. wa .gov /wac /index.cfm ?fuseaction= Section& Section = 197 -11- 070 &printver... 6/22/2005 WAC 197 -11 -800 Categorical exemptions. The proposed actions contained in Part Nine are categorically exempt from threshold determination and EIS requirements, subject to the rules and limitations on categorical exemptions contained in WAC 197 -11 -305. Note: The statutory exemptions contained in chapter 43.21C RCW are not included in Part Nine. Chapter 43.21C RCW should be reviewed in determining whether a proposed action not listed as categorically exempt in Part Nine is exempt by statute from threshold determination and EIS requirements. (1) Minor new construction — Flexible thresholds. (a) The exemptions in this subsection apply to all licenses required to undertake the construction in question, except when a rezone or any license governing emissions to the air or discharges to water is required. To be exempt under this subsection, the project must be equal to or smaller than the exempt level. For a specific proposal, the exempt level in (b) of this subsection shall control, unless the city /county in which the project is located establishes an exempt level under (c) of this subsection. If the proposal is located in more than one city /county, the lower of the agencies' adopted levels shall control, regardless of which agency is the lead agency. (b) The following types of construction shall be exempt, except whe n undertaken wholly or partly on lands covered by water: (i) The construction or location of any residential structures of four dwelling units. 1 / • • • ..1 1 ., 11 1 1 - building, produce storage or packing structure, or similar agricultural structure, covering 10,000 square feet, and to be used only by the property owner or his or her agent in the conduct of fanning the property. This exemption shall not apply to feed lots. (iii) The construction of an office, school, commercial, recreational, service or storage building with 4,000 square feet of gross floor area, and with associated parking facilities designed for twenty automobiles. (iv) The construction of a parking lot designed for twenty automobiles. (v) Any landfill or excavation of 100 cubic yards throughout the total lifetime of the fill or excavation; and any fill or excavation classified as a Class I, II, or III forest practice under RCW 76.09.050 or regulations thereunder. I (c) Cities, towns or counties may raise the exempt levels to the maximum specified below by implementing ordinance or resolution. Such levels shall be specified in the agency's SEPA procedures (WAC 197 -11 -904) and sent to the department of ecology. A newly established exempt level shall be supported by local conditions, including zoning or other land use plans or regulations. An agency may adopt a system of several exempt levels (such as different levels for different geographic areas). The maximum exempt level for the exemptions in (1)(b) of this section shall be, respectively: http: / /www. leg. wa .gov /wac /index.cfm ?fuseaction= Section &Section= 197 -11- 800 &pri ntver... 6/23/2005 (i) 20 dwelling units. (ii) 30,000 square feet. (iii) 12,000 square feet; 40 automobiles. (iv) 40 automobiles. (v) 500 cubic yards. (c) The construction or installation of minor road and street improvements such as pavement marking, freeway surveillance and control systems, railroad protective devices (not including grade-separated (2) Other minor new construction. The following types of construction shall be exempt except where undertaken wholly or in part on lands covered by water (unless specifically exempted in this subsection); the exemptions provided by this section shall apply to all licenses required to undertake the construction in question, except where a rezone or any license governing emissions to the air or discharges to water is required: (a) The construction or designation of bus stops, loading zones, shelters, access facilities and pull -out lanes for taxicabs, transit and school vehicles. (b) The construction and/or installation of commercial on- premise signs, and public signs and signals. crossings), grooving, glare screen, safety barriers, energy attenuators, transportation corridor landscaping (including the application of Washington state department of agriculture approved herbicides by licensed personnel for right of way weed control as long as this is not within watersheds controlled for the purpose of drinking water quality in accordance with WAC 248 -54 -660), temporary traffic controls and detours, correction of substandard curves and intersections within existing rights of way, widening of a highway by less than a single lane width where capacity is not significantly increased and no new right of way is required, adding auxiliary lanes for localized purposes, (weaving, climbing, speed change, etc.), where capacity is not significantly increased and no new right of way is required, channelization and elimination of sight restrictions at intersections, street lighting, guard rails and barricade installation, installation of catch basins and culverts, and reconstruction of existing roadbed (existing curb -to -curb in urban locations), including adding or widening of shoulders, addition of bicycle lanes, paths and facilities, and pedestrian walks and paths, but not including additional automobile lanes. (d) Grading, excavating, filling, septic tank installations, and landscaping necessary for any building or facility exempted by subsections (1) and (2) of this section, as well as fencing and the construction of small structures and minor facilities accessory thereto. (e) Additions or modifications to or replacement of any building or http: / /www. leg. wa .gov /wac /index.cfm ?fuseaction= Section &Section = 197 -11- 800 &pri ntver... 6/23/2005 • facility exempted by subsections (1) and (2) of this section when such addition, modification or replacement will not change the character of the building or facility in a way that would remove it from an exempt class. (f) The demolition of any structure or facility, the construction of which would be exempted by subsections (1) and (2) of this section, except for structures or facilities with recognized historical significance. (g) The installation of impervious underground tanks, having a capacity of 10,000 gallons or less. (h) The vacation of streets or roads. (i) The installation of hydrological measuring devices, regardless of whether or not on lands covered by water. • (j) The installation of any property, boundary or survey marker, other than fences, regardless of whether or not on lands covered by water. (3) Repair, remodeling and maintenance activities. The following activities shall be categorically exempt: The repair, remodeling, maintenance, or minor alteration of existing private or public structures, facilities or equipment, including utilities, involving no material expansions or changes in use beyond that previously existing; except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt (examples include repair or alteration, or maintenance of docks). The following maintenance activities shall not be considered exempt under this subsection: (a) Dredging; (b) Reconstruction/maintenance of groins and similar shoreline protection structures; or (c) Replacement of utility cables that must be buried under the surface of the bedlands. Repair /rebuilding of major dams, dikes, and reservoirs shall also not be considered exempt under this subsection. (4) Water rights. Appropriations of one cubic foot per second or less of surface water, or of 2,250 gallons per minute or less of ground water, for any purpose. The exemption covering not only the permit to appropriate water, but also any hydraulics permit, shoreline permit or building permit required for a normal diversion or intake structure, well and pumphouse reasonably necessary to accomplish the exempted appropriation, and including any activities relating to construction of a distribution system solely for any exempted appropriation. (5) Purchase or sale of real property. The following real property transactions by an agency shall be exempt: http://www.leg.wa.gov/wac/index.cfm?fuseaction=Section& Section = 197 -11- 800 &printver... 6/23/2005 (a) The purchase or acquisition of any right to real property. (b) The sale, transfer or exchange of any publicly owned real property, but only if the property is not subject to an authorized public use. (c) The lease of real property when the use of the property for the term of the lease will remain essentially the same as the existing use, or when the use under the lease is otherwise exempted by this chapter. (6) Minor land use decisions. The following land use decisions shall be exempt: (a) Except upon lands covered by water, the approval of short plats r short subdivisions pursuant to the procedures required by RCW 58.17.060, but not including further short subdivisions or short platting within a plat or subdivision previously exempted under this subsection. (b) Granting of variances based on special circumstances, not including economic hardship, applicable to the subject property, such as size, shape, topography, location or surroundings and not resulting in any change in land use or density. (c) Classifications of land for current use taxation under chapter 84.34 RCW, and classification and grading of forest land under chapter 84.33 RCW. ccnsetor open burning shall be exempt. The adoption of plans, programs, objectives or regulations by any agency incorporating general standards respecting open burning shall not be exempt. (8) Clean Air Act. The granting of variances under RCW 70.94.181 extending applicable air pollution control requirements for one year or less shall be exempt. (9) Water quality certifications. The granting or denial of water quality certifications under the Federal Clean Water Act (Federal Water Pollution Control Act amendments of 1972, 33 U.S.C. 1341) shall be exempt. (10) Activities of the state legislature. All actions of the state legislature are exempted. This subsection does not exempt the proposing of legislation by an agency (WAC 197 -11 -704). (11) Judicial activity. The following shall be exempt: (a) All adjudicatory actions of the judicial branch. (b) Any quasi-judicial action of any agency if such action consists of the review of a prior administrative or legislative decision. Decisions resulting from contested cases or other hearing processes conducted prior to the first decision on a proposal or upon any application for a rezone, conditional use http: / /www. leg .wa.gov /wac /index.cfm ?fuseacti on= Section& Section = 197 -11- 800 &printver... 6/23/2005 permit or other similar permit not otherwise exempted by this chapter, are not exempted by this subsection. (12) Enforcement and inspections. The following enforcement and inspection activities shall be exempt: (a) All actions, including administrative orders and penalties, undertaken to enforce a statute, regulation, ordinance, resolution or prior decision. No license shall be considered exempt by virtue of this subsection; nor shall the adoption of any ordinance, regulation or resolution be considered exempt by virtue of this subsection. (b) All inspections conducted by an agency of either private or public property for any purpose. (c) All activities of fire departments and law enforcement agencies except physical construction activity. (d) Any action undertaken by an agency to abate a nuisance or to abate, remove or otherwise cure any hazard to public health or safety. The application of pesticides and chemicals is not exempted by this subsection but may be exempted elsewhere in these guidelines. No license or adoption of any ordinance, regulation or resolution shall be considered exempt by virtue of this subsection. (e) Any suspension or revocation of a license for any purpose. (13) Business and other regulatory licenses. The following business and other regulatory licenses are exempt: (a) All licenses to undertake an occupation, trade or profession. (b) All licenses required under electrical, fire, plumbing, heating, mechanical, and safety codes and regulations, but not including building permits. (c) All licenses to operate or engage in amusement devices and rides and entertainment activities, including but not limited to cabarets, carnivals, circuses and other traveling shows, dances, music machines, golf courses, and theaters, including approval of the use of public facilities for temporary civic celebrations, but not including licenses or permits required for permanent construction of any of the above. (d) All licenses to operate or engage in charitable or retail sales and service activities, including but not limited to peddlers, solicitors, second hand shops, pawnbrokers, vehicle and housing rental agencies, tobacco sellers, close out and special sales, fireworks, massage parlors, public garages and parking lots, and used automobile dealers. (e) All licenses for private security services, including but not limited to detective agencies, merchant and /or residential patrol agencies, burglar http : / /www.leg.wa.gov /wac /index.cfm ?fuseaction= Section& Section = 197 -11- 800 &printver... 6/23/2005 • • and/or fire alarm dealers, guard dogs, locksmiths, and bail bond services. (f) All licenses for vehicles for -hire and other vehicle related activities, including but not limited to taxicabs, ambulances, and tow trucks: Provided, That regulation of common carriers by the utilities and transportation commission shall not be considered exempt under this subsection. (g) All licenses for food or drink services, sales, and distribution, including but not limited to restaurants, liquor, and meat. (h) All animal control licenses, including but not limited to pets, kennels, and pet shops. Establishment or construction of such a facility shall not be considered exempt by this subsection. (i) The renewal or reissuance of a license regulating any present activity or structure so long as no material changes are involved. (14) Activities of agencies. The following administrative, fiscal and personnel activities of agencies shall be exempt: (a) The procurement and distribution of general supplies, equipment and services authorized or necessitated by previously approved functions or programs. (b) The assessment and collection of taxes. (c) The adoption-of-all-budget Provided, That if such adoption includes a final agency decision to undertake a major action, that portion of the budget is not exempted by this subsection. (d) The borrowing of funds, issuance of bonds, or applying for a grant and related financing agreements and approvals. (e) The review and payment of vouchers and claims. (f) The establishment and collection of liens and service billings. (g) All personnel actions, including hiring, terminations, appointments, promotions, allocations of positions, and expansions or reductions in force. (h) All agency organization, reorganization, internal operational planning or coordination of plans or functions. (i) Adoptions or approvals of utility, transportation and solid waste disposal rates. (j) The activities of school districts pursuant to desegregation plans or programs; however, construction of real property transactions or the adoption of any policy, plan or program for such construction of real property transaction shall not be considered exempt under this subsection. http: / /www.l eg.wa.gov /wac /index. cfm ? fubeaction= Section& Secti on= 197 -11- 800 &printver... 6/23/2005 • • (15) Financial assistance grants. The approval of grants or loans by one agency to another shall be exempt, although an agency may at its option require compliance with SEPA prior to making a grant or loan for design or construction of a project. This exemption includes agencies taking nonproject actions that are necessary to apply for federal or other financial assi stance. (16) Local improvement districts. The formation of local improvement districts, unless such formation constitutes a final agency decision to undertake construction of a structure or facility not exempted under WAC 197 -11 -800 and 197 -11 -880. (17) Information collection and research. Basic data collection, research, resource evaluation, requests for proposals (RFPs), and the conceptual planning of proposals shall be exempt. These may be strictly for information- gathering, or as part of a study leading to a proposal that has not yet been approved, adopted or funded; this exemption does not include any agency action that commits the agency to proceed with such a proposal. (Also see WAC 197 -11 -070.) (18) Acceptance of filings. The acceptance by an agency of any document or thing required or authorized by law to be filed with the agency and for which the agency has no discretionary power to refuse acceptance shall be exempt. No license shall be considered exempt by virtue of this subsection. (19) Procedural actions. The proposal or adoption of legislation, rules, regulations, resolutions or ordinances, or of any plan or program relating solely to governmental procedures, and containing no substantive standards respecting use or modification of the environment shall be exempt. Agency SEPA procedures shall be exempt. (20) Building codes. The adoption by ordinance of all codes as required by the state Building Code Act (chapter 19.27 RCW). (21) Adoption of noise ordinances. The adoption by counties /cities of resolutions, ordinances, rules or regulations concerned with the control of noise which do not differ from regulations adopted by the department of ecology under chapter 70.107 RCW. When a county /city proposes a noise resolution, ordinance, rule or regulation, a portion of which differs from the applicable state regulations (and thus requires approval of the department of ecology under RCW 70.107.060(4)), SEPA compliance may be limited to those items which differ from state regulations. (22) Review and comment actions. Any activity where one agency reviews or comments upon the actions of another agency or another department within an agency shall be exempt. (23) Utilities. The utility- related actions listed below shall be exempt, except for installation, construction, or alteration on lands covered by water. http: / /www. leg. wa .gov /wac /index.cfm ?fuseaction= Section& Section =197 -11- 800 &printver... 6/23/2005 • • The exemption includes installation and construction, relocation when required by other governmental bodies, repair, replacement, maintenance, operation or alteration that does not change the action from an exempt class. (a) All communications lines, including cable TV, but not including communication towers or relay stations. (b) All storm water, water and sewer facilities, lines, equipment, hookups or appurtenances including, utilizing or related to lines eight inches or less in diameter. (c) All electric facilities, lines, equipment or appurtenances, not including substations, with an associated voltage of 55,000 volts or less; and the overbuilding of existing distribution lines (55,000 volts or less) with transmission lines (more than 55,000 volts); and the undergrounding of all electric facilities, lines, equipment or appurtenances. (d) All natural gas distribution (as opposed to transmission) lines and necessary appurtenant facilities and hookups. (e) All developments within the confines of any existing electric substation, reservoir, pump station or well: Provided, That additional appropriations of water are not exempted by this subsection. (f) Periodic use of chemical or mechanical means to maintain a utility or transportation right of way in its design condition: Provided, That chemicals applied by licensed personnel. This exemption shall not apply to the use of chemicals within watersheds that are controlled for the purpose of drinking water quality in accordance with WAC 248 -54 -660. (g) All grants of rights of way by agencies to utilities for use for distribution (as opposed to transmission) purposes. (h) All grants of franchises by agencies to utilities. (i) All disposals of rights of way by utilities. (24) Natural resources management. In addition to the other exemptions contained in this section, the following natural resources management activities shall be exempt: (a) Issuance of new grazing leases covering a section of land or less; and issuance of all grazing leases for land that has been subject to a grazing lease within the previous ten years. (b) Licenses or approvals to remove firewood. (c) Issuance of agricultural leases covering one hundred sixty contiguous acres or less. http: / /www. leg. wa .gov /wac /index.cfm ?fuseaction= Section &Section = 197 -11- 800 &printver... 6/23/2005 (d) Issuance of leases for Christmas tree harvesting or brush picking. (e) Issuance of leases for school sites. (f) Issuance of leases for, and placement of, mooring buoys designed to serve pleasure craft. (g) Development of recreational sites not specifically designed for all - terrain vehicles and not including more than twelve campsites. (h) Periodic use of chemical or mechanical means to maintain public park and recreational land: Provided, That chemicals used are approved by the Washington state department of agriculture and applied by licensed personnel. This exemption shall not apply to the use of chemicals within watersheds that are controlled for the purpose of drinking water quality in accordance with WAC 248 -54 -660. (i) Issuance of rights of way, easements and use permits to use existing roads in nonresidential areas. (j) Establishment of natural area preserves to be used for scientific research and education and for the protection of rare flora and fauna, under the procedures of chapter 79.70 RCW. (25) Personal wireless service facilities. (a) The siting of personal wireless servi facility: • • (i) Is a microcell and is to be attached to an existing structure that is not a residence or school and does not contain a residence or a school; (ii) Includes personal wireless service antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest, or agriculture zone; or (iii) Involves constructing a personal wireless service tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone. (b) For the purposes of this subsection: (i) "Personal wireless services" means commercial mobile services, unlicensed wireless services, and common carrier wireless exchange access services, as defined by federal laws and regulations. (ii) "Personal wireless service facilities" means facilities for the provision of personal wireless services. http: / /www. leg. wa .gov /wac /index.cfm ?fuseaction= Section& Section= 197 -11- 800 &printver... 6/23/2005 • • (iii) "Microcell" means a wireless communication facility consisting of an antenna that is either: (A) Four feet in height and with an area of not more than five hundred eighty square inches; or (B) If a tubular antenna, no more than four inches in diameter and no more than six feet in length. (c) This exemption does not apply to projects within a critical area designated under GMA (RCW 36.70A.060). [Statutory Authority: RCW 43.21A.090, chapter 43.21C RCW, RCW 43.21C.035, 43.21C.037, 43.21C.038, 43.21C.0381, 43.21C.0382, 43.21C.0383, 43.21C.110, 43.21C.222. 03 -16 -067 (Order02 -12), § 197 -11 -800, filed 8/1/03, effective 9/1/03. Statutory Authority: 1995 c 347 (ESHB 1724) and RCW 43.21C.110. 97 -21 -030 (Order 95- 16), § 197 -11 -800, filed 10/10/97, effective 11/10/97. Statutory Authority: RCW 43.21C.110. 84-05 -020 (Order DE 83 -39), § 197 -11 -800, filed 2/10/84, effective 4/4/84.] http: / /www.leg.wa.gov /wac/ index. cfm ?fuseaction = Section &Section= 197 -11- 800 &printver... 6/23/2005 July 5, 2005 Robert Parnell, PE Robert Parnell Company 4422 187 Place SE Issaquah, WA 98027 • • City of Tukwila Department of Community Development Steve Lancaster, Director RE: Rehal Short Plat L05 -026 Your Letter dated June 27, 2005 Dear Mr. Parnell: DCD has reviewed you letter dated June 27, 2005 regarding the Rehal Development and SEPA review. The City's Public Works Department is currently reviewing the revised cut/fill calculations for the project. You are correct that under the exemptions laid out in Washington Administrative Code (WAC) 197 -11 -800 the construction of a single family home is exempt from SEPA review. However, under WAC 197 -11 -305 (b) (i) a project is not exempt if the proposal is a segment of a proposal that includes a series of actions, physically or functionally related to each other, some of which are categorically exempt and some which are not. Land altering activities that cut/fill more than 500 cubic yards are not exempt from SEPA review (WAC 197 -11 -800 (1) (v)). The fact that the land altering activities are for the construction of one single family home and an exempt short does not exempt the land altering activities from SEPA. The amount of cut/fill for the single- family home is unusually high. The City does not require a separate land - altering permit for a project that has an issued building permit. Public Works activities are incorporated into the building permit application. Please note that if the Rehals withdraw the short plat application in order to get the building permit issued for the single family home without going through SEPA, when they resubmit Steven M. Mullet, Mayor 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washinzton 98188 • Phnne: 206 - 431 -3670 • Fax: 206 - 431 -1665 1 • • the short plat application the City will consider cumulative impacts from both the construction of the single family home and the short plat. The matter between Patty Pavong and the Rehals is a private matter. If you have any questions please call (206) 431 -3684 or send an email to bmiles ' ci.tukwila.wa.us. Brandon J. Mile Assistant Planner cc. Files (L05 -026 and D05 -102) .ea •ea SCRIPTION BEARING N00 ° 07'36 "E S89 ° 52'24 "E N00 ° 07'36 "E N89 ° 26'27 "E ramer Northwest, Inc., (PID= CNI2_ -JAO} 45 N. Central, Ste. #104, Kent, WA., 98032 f Found Please Call Us At 1- (800)- 251 -0189 Dnday, April 25, 2005 10:50:46 AM DISTANCE NORTHING 52 4835.773194 90.00 ft 79 4925.772974 90.00 ft 80 4925.574007 83.25 ft 83 5008.823803 30.49 ft 44 5009.121360 33 100' RPRadius Point: 33 5094.194783 Radial Bearing In: N49 ° 07'30 "E Radial Bearing Out: S25 ° 17'00 "W Radius: 130.00 ft Delta: 23 ° 50'30" Left Arc: 54.09 ft Tangent: 27.44 ft 43 4976.645230 S64 ° 43'00 "E 57.08 ft 76 4952.266655 S00 ° 07'36 "W 63.82 ft 77 4888.446811 N78 ° 38'57 "W 58.06 ft 82 4899.873953 S46 ° 40'49 "W 93.72 ft 81 4835.575583 N89 ° 52'24 "W 90.00 ft 52 4835.774550 .osing latitude = 0.00136 .osing departure = 0.01275 .osing bearing = S83 ° 55'46 "W .osing distance = 0.01282 )tal traverse length = 710.13 (710.53) rtal error of closure = 1/55381 .ror of closure in latitude = 1/523676 .ror of closure in departure = 1/55693 = 21160.57 sq.ft. = 0.49 \128 ACRES {VAL {VAL} {DIR }. se [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2004- 250.pro EASTING ELEVATION 5813.914417 5814.113385 5904.113165 5904.297210 5934.785758 6033.083838 5977.565018 6029.177144 6029.036054 5972.111682 5903.926948 5813.927168 :ea :ea 77 82 81 52 ramer Northwest, Inc., {PID= CNI2_ -JAO) 45 N. Central, Ste. #104, Kent, WA., 98032 f Found Please Call Us At 1- (800)- 251 -0189 onday, April 25, 2005 10:50:46 AM se [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2004- 250.pro ARENT PARCEL T.# DESCRIPTION BEARING 52 4835.773194 N00 ° 07'36 "E 90.00 ft 79 4925.772974 S89 ° 52'24 "E 90.00 ft 80 4925.574007 N00 ° 07'36 "E 83.25 ft 83 5008.823803 N89 ° 26'27 "E 30.49 ft 44 5009.121360 33 100' RPRadius Point: 33 5094.194783 Radial Bearing In: N49 ° 07'30 "E Radial Bearing Out: S25 ° 17'00 "W Radius: 130.00 ft Delta: 23 ° 50'30" Left Arc: 54.09 ft Tangent: 27.44 ft 43 4976.645230 S64 ° 43'00 "E 57.08 ft 76 4952.266655 S00 ° 07'36 "W N78 ° 38'57 "W S46 ° 40'49 "W N89 ° 52'24 "W _osing latitude .osing departure .osing bearing .osing distance )tal traverse length )tal error of closure :ror of closure in latitude :ror of closure in departure DISTANCE NORTHING EASTING ELEVATION 63.82 ft 4888.446811 58.06 ft 4899.873953 93.72 ft 4835.575583 90.00 ft 4835.774550 = 0.00136 = 0.01275 = S83 ° 55'46 "W = 0.01282 = 710.13 (710.53) = 1/55381 = 1/523676 = 1/55693 5813.914417 5814.113385 5904.113165 5904.297210 5934.785758 6033.083838 = 21160.57 sq.ft. = 0.49 \128 ACRES {VAL (VAL) {DIR }. 5977.565018 6029.177144 6029.036054 5972.111682 5903.926948 5813.927168 ramer Northwest, Inc., {PID= CNI2_ -JAO} 45 N. Central, Ste. #104, Kent, WA., 98032 f Found Please Call Us At 1- (800)- 251 -0189 onday, April 25, 2005 10:50:46 AM se [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2004- 250.pro kRENT PARCEL r.# DESCRIPTION BEARING 52 4835.773194 N00 ° 07'36 "E 90.00 ft 79 4925.772974 S89 ° 52'24 "E 90.00 ft 80 4925.574007 N00 ° 07'36 "E 83.25 ft 83 5008.823803 N89 ° 26'27 "E 30.49 ft 44 5009.121360 33 100' RPRadius Point: 33 5094.194783 Radial Bearing In: N49 ° 07'30 "E Radial Bearing Out: S25 ° 17'00 "W Radius: 130.00 ft Delta: 23 ° 50'30" Left Arc: 54.09 ft Tangent: 27.44 ft 43 4976.645230 S64 ° 43'00 "E 57.08 ft 76 4952.266655 S00 ° 07'36 "W 63.82 ft 77 4888.446811 N78 ° 38'57 "W 58.06 ft 82 4899.873953 S46 ° 40'49 "W 93.72 ft 81 4835.575583 N89 ° 52'24 "W 90.00 ft 52 4835.774550 .osing latitude .osing departure .osing bearing .osing distance )tal traverse length tal error of closure :ror of closure in latitude -ror of closure in departure ea ea DISTANCE NORTHING EASTING ELEVATION = 0.00136 = 0.01275 = S83 ° 55'46 "W = 0. 01282 = 710.13 (710.53) = 1/55381 = 1/523676 = 1/55693 5813.914417 5814.113385 5904.113165 5904.297210 5934.785758 6033.083838 = 21160.57 sq.ft. = 0.49 \128 ACRES {VAL {VAL} {DIR }. 5977.565018 6029.177144 6029.036054 5972.111682 5903.926948 5813.927168 se [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2004- 250.pro :ramer Northwest, Inc., {PID= CNI2_ -JAO} 45 N. Central, Ste. #104, Kent, WA., 98032 f Found Please Call Us At 1- (800)- 251 -0189 [onday, April 25, 2005 10:52:11 AM T.11' DESCRIPTION BEARING 83 N89 ° 26'27 "E 44 33 100' RPRadius Point: Radial Bearing In: Radial Bearing Out: Radius: Delta: Arc: Tangent: 43 76 77 82 501 500 80 83 S64 ° 43'00 "E S00 ° 07'36 "W N78 ° 38'57 "W S46 ° 40'49 "W N00 ° 07'36 "E N89 ° 52'24 "W N00 ° 07'36 "E Losing latitude Losing departure Losing bearing Losing distance )tal traverse length )tal error of closure :ror of closure in latitude :ror of closure in departure :ea :ea • • DISTANCE NORTHING EASTING ELEVATION 5008.825587 5904.297214 30.49 ft 5009.123144 5934.785762 33 5094.196567 6033.083842 N49 ° 07'30 "E S25 ° 17'00 "W 130.00 ft 23 ° 50'30" Left 54.09 ft 27.44 ft 4976.647014 57.08 ft 63.82 58.06 66.18 71.06 20.00 83.25 = - 0.00005 = 0.00729 = N89 ° 37'42 "W = 0.00729 = 503.65 (504.04) = 1/69114 1/10655263 = 1/69115 4952.268440 ft 4888.448596 ft 4899.875737 ft 4854.471702 ft 4925.531529 ft 4925.575744 ft 5008.825540 = 11450.01 sq.ft. = 0.26 \128 ACRES {VAL {VAL} {DIR }. 5977.565022 6029.177148 6029.036058 5972.111686 5923.963311 5924.120407 5904.120456 5904.304501 ramer Northwest, Inc., {PID= CNI2_ -JAO} 45 N. Central, Ste. #104, Kent, WA., 98032 f Found Please Call Us At 1- (800) -251 -0189 onday, April 25, 2005 10:52:11 AM se [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2004- 250.pro OT 1 T.# DESCRIPTION BEARING 83 5008.825587 5904.297214 N89 ° 26'27 "E 30.49 ft 44 5009.123144 5934.785762 33 100' RPRadius Point: 33 5094.196567 6033.083842 Radial Bearing In: N49 ° 07'30 "E Radial Bearing Out: S25 ° 17'00 "W Radius: 130.00 ft Delta: 23 ° 50'30" Left Arc: 54.09 ft Tangent: 27.44 ft 43 4976.647014 5977.565022 S64 ° 43'00 "E 57.08 ft 76 4952.268440 6029.177148 S00 ° 07'36 "W 63.82 ft 77 4888.448596 6029.036058 N78 ° 38'57 "W 58.06 ft 82 4899.875737 5972.111686 S46 ° 40'49 "W 66.18 ft 501 4854.471702 5923.963311 N00 ° 07'36 "E 71.06 ft 500 4925.531529 5924.120407 N89 ° 52'24 "W 20.00 ft 80 4925.575744 5904.120456 N00 ° 07'36 "E 83.25 ft 83 5008.825540 5904.304501 Losing latitude Losing departure Losing bearing Losing distance )tal traverse length )tal error of closure :ror of closure in latitude :ror of closure in departure • • DISTANCE NORTHING EASTING ELEVATION = - 0.00005 = 0.00729 = N89 ° 37'42 "W = 0.00729 = 503.65 (504.04) = 1/69114 = 1/10655263 = 1/69115 :ea = 11450.01 sq.ft. :ea = 0.26 \128 ACRES {VAL {VAL} {DIR}. 'ramer Northwest, Inc., {PID= CNI2_ -JAO} 45 N. Central, Ste. #104, Kent, WA., 98032 f Found Please Call Us At 1- (800)- 251 -0189 onday, April 25, 2005 10:52:11 AM se [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2004- 250.pro OT 1 T.# DESCRIPTION BEARING 83 5008.825587 5904.297214 N89 ° 26'27 "E 30.49 ft 44 5009.123144 5934.785762 33 100' RPRadius Point: 33 5094.196567 6033.083842 Radial Bearing In: N49 ° 07'30 "E Radial Bearing Out: S25 ° 17'00 "W Radius: 130.00 ft Delta: 23 ° 50'30" Left Arc: 54.09 ft Tangent: 27.44 ft 43 4976.647014 5977.565022 S64 ° 43'00 "E 57.08 ft 76 4952.268440 6029.177148 S00 ° 07'36 "W 63.82 ft 77 4888.448596 6029.036058 N78 ° 38'57 "W 58.06 ft 82 4899.875737 5972.111686 S46 ° 40'49 "W 66.18 ft 501 4854.471702 5923.963311 N00 ° 07'36 "E 71.06 ft 500 4925.531529 5924.120407 N89 ° 52'24 "W 20.00 ft 80 4925.575744 5904.120456 N00 ° 07'36 "E 83.25 ft 83 5008.825540 5904.304501 Losing latitude = - 0.00005 Losing departure = 0.00729 Losing bearing = N89 ° 37'42 "W Losing distance = 0.00729 )tal traverse length = 503.65 (504.04) >tal error of closure = 1/69114 :ror of closure in latitude = 1/10655263 :ror of closure in departure = 1/69115 :ea :ea DISTANCE NORTHING EASTING ELEVATION = 11450.01 sq.ft. = 0.26 \128 ACRES {VAL {VAL} {DIR }. 79 500 501 :ea :ea 81 52 79 1 S89 ° 52'24 "E S00 ° 07'36 "W S46 ° 40'49 "W N89 ° 52'24 "W N00 ° 07'36 "E Losing latitude Losing departure Losing bearing Losing distance )tal traverse length )tal error of closure rror of closure in latitude rror of closure in departure ramer Northwest, Inc., {PID= CNI2_ -JAO} 45 N. Central, Ste. #104, Kent, WA., 98032 f Found Please Call Us At 1- (800) - 251 -0189 onday, April 25, 2005 10:52:11 AM se [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2004 -25 DESCRIPTION BEARING DISTANCE NORTHING 4925.772974 110.00 ft 4925.529792 71.06 ft 4854.469965 27.55 ft 4835.568769 90.00 ft 4835.767737 90.00 ft 4925.767517 = - 0.00546 = - 0.00181 = N18 ° 21'58 "E = 0.00575 = 388.61 (388.60) = 1/67581 = 1/71208 = 1/214484 = 9710.56 sq.ft. = 0.22 \128 ACRES {VAL {VAL) {DIR). EASTING ELEVATION 5814.113385 5924.113116 5923.956020 5903.912386 5813.912606 5814.111573 0.pr80 ?D05 DT 2 T.# DESCRIPTION BEARING 79 500 501 81 52 79 rea rea S89 ° 52'24 "E S00 ° 07'36 "W S46 ° 40'49 "W N89 ° 52'24 "W N00 ° 07'36 "E ramer Northwest, Inc., {PID= CNI2_ -JAO} 45 N. Central, Ste. #104, Kent, WA., 98032 f Found Please Call Us At 1- (800)- 251 -0189 onday, April 25, 2005 10:52:11 AM se [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2004- 250.pro DISTANCE NORTHING EASTING ELEVATION 4925.772974 110.00 ft 4925.529792 71.06 ft 4854.469965 27.55 ft 4835.568769 90.00 ft 4835.767737 90.00 ft 4925.767517 Losing latitude = - 0.00546 Losing departure = - 0.00181 Losing bearing = N18 ° 21'58 "E Losing distance = 0.00575 )tal traverse length = 388.61 (388.60) )tal error of closure = 1/67581 rror of closure in latitude = 1/71208 rror of closure in departure = 1/214484 = 9710.56 sq.ft. = 0.22 \128 ACRES {VAL (VAL) {DIR }. 5814.113385 5924.113116 5923.956020 5903.912386 5813.912606 5814.111573 ramer Northwest, Inc., {PID= CNI2_ -JAO} 45 N. Central, Ste. #104, Kent, WA., 98032 f Found Please Call Us At 1- (800)- 251 -0189 cnday, April 25, 2005 10:50:46 AM se [Draft] -[ASAP PRJ DATA] -menu instea PROJECT: C: \WORKING TM JOBS \2004- 250.pro kRENT PARCEL r.# DESCRIPTION BEARING :ea :ea 52 4835.773194 N00 ° 07'36 "E 90.00 ft 79 4925.772974 S89 ° 52'24 "E 90.00 ft 80 4925.574007 N00 ° 07'36 "E 83.25 ft 83 5008.823803 N89 ° 26'27 "E 30.49 ft 44 5009.121360 33 100' RPRadius Point: 33 5094.194783 Radial Bearing In: N49 ° 07'30 "E Radial Bearing Out: S25 ° 17'00 "W Radius: 130.00 ft Delta: 23 ° 50'30" Left Arc: 54.09 ft Tangent: 27.44 ft 43 4976.645230 S64 ° 43'00 "E 57.08 ft 76 4952.266655 S00 ° 07'36 "W 63.82 ft 77 4888.446811 N78 ° 38'57 "W 58.06 ft 82 4899.873953 S46 ° 40'49 "W 93.72 ft 81 4835.575583 N89 ° 52'24 "W 90.00 ft 52 4835.774550 .osing latitude .osing departure .osing bearing .osing distance >tal traverse length >tal error of closure :ror of closure in latitude :ror of closure in departure DISTANCE NORTHING EASTING ELEVATION = 0.00136 = 0.01275 = S83 ° 55'46 "W = 0.01282 = 710.13 (710.53) = 1/55381 = 1/523676 = 1/55693 5813.914417 5814.113385 5904.113165 5904.297210 5934.785758 6033.083838 = 21160.57 sq.ft. = 0.49 \128 ACRES {VAL {VAL} {DIR }. 5977.565018 6029.177144 6029.036054 5972.111682 5903.926948 5813.927168 C ITYOF TUKWIL De artment of Communr ,Development',. 6300.SouthcenterBoulevard, Tukwila ;.:YVA: 98188 Telephone:: (206) 431- 367.0:FAX (2,06)431-3665 E_ mail : tukplan a,ci.tukwila wa:us INFORMATION short Plat t Jot. .short Subdivision) 'is the; division of property into (9) or fewer lots:4 City review: is required to • ensure that development and infrastructure requirements are satisified, the aCtioW is ':consistent with, the .Tukwila Comprehensive. Plan,: and the plat is properly recorded REQUIREMENTS :. The City has extended the range of' f approved; short plats from 1 -4 lots; to a maximum of nine (9)_ Iots: , However, short plats •of:5- 9.lots are required to provide: public notice,; environmental` review and development standards specified for' subdivisions' (creating overnine`lots) r _ • ROCEDURE: Within'28 days of receiving' your application; :City staff will'deterrnine if'it is complete base on the attached "Complete Application. Checklist" . ,If not,•. you will • be mailed::a letter outlining; what additional information is needed :.: Short plats are reviewed by the :• Short Plat Committee rn a four: step process. Preliminary approval :.Approval of'.lot patterns; access and infrastructure schematic ' ,design;' :2.. ' Construction permit approval Approval:o f detailed; construction drawings (if applicable):' • Installation of required improvements • Final, approval: and recording: Final• 'City approval' of all construction, City Council acceptance, of.,any : infrastructure `or,property to be turned over :to :the City, and recording With King County. Final documents must meet the King County .Recorder's Format requirements. 'Applicant may apply Atcydefer certain.on =site improvements. until after recording the final short plat, due to project Phasing ' or. engineering ;considerations: -The applicant 'shall . include ,a list of specific' deferred improvements, a cost estimate from the contractor who will do the Work:and'a financial warranty equal to 150% ofthe cost: ,The "warranty'. may be cash,,anassigned savings account 'or .an.irrevocable credit. Short Plat Committee decisions are based upon the following :criteria:: (FMC 17.12.020.C) CRITERIA FOR PRELIMINARY`APPROVAL SHORT The Short Subdivision Committee 'shall base its decision onan application on: the following' criteria:: ▪ The proposed .Short plat is in conformance with the Tukwila Cornprehensive:Plan and any other such adopted plans. .. • Appropriate ,provisions have been made for water,' storm drainage,` erosion• control and'sanitary: sewage disposal the short plat, which: are consistent with-current standards and plans .1,Appr'opriate provisions have been:- made :for'road, utilities and other: improvements, which are consistent with cUrtent standar& and plans.-" 'Appropriate provisions have been made: for .dedications, easements and reservations' The design, shape. and orientation Of the proposed lots are: appropriate`, to, the proposed use -for, which the. :lots are intended and are compatible with the area in which they are" located. 7 #1 i /l C Worei_FuIesRRed BOOk1SHTPLTAPP.doc, 01/10/03 . Appropriate prov ,for the maintenance of commonly ownlvate facilities have been made. . The short plat complies with the relevant requirements of the Tu)'Cwila Zoning Ordinance and otherrele - local regulations: (TM 11;14:030(c)) CRITERIA FOR FINAL APPROVAL OF SHORT PLATS: 01V isill requirements for short plats as set forth in the Subdivision Code are met. 2. All terms of the preliminary short plat approval have been met. " ` • 3. The requirements of Chapter 58.17 RCW, other applicable state laws, and any other applicable City Ordinances have been met. 4. All required improvements have been installed in accordance with City standards or an improvement agreement with financial guarantee pursuant to TMC 17.24.030 has been entered into by the applicant and accepted by the City. C:Wora's Files\Red Book\SHTPLTAPP.doc, 01/10/03 . - That the plat is technically correct and accurate as certified by the land surveyor responsible for the'plat. Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Pubflrks and Planning n c-7 „ O /yM pin APPLI r / CATION MATERIALS: �✓ 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (4 copies). SivI \\ 3. One set of all plans reduced to 8 1/2" by 11 ". y ■10 4. Application Fee — up to 4 lots in LDR $500, other zones $1,000 -- 5 to 9 lots in all zones $1,000 N/11 5. SEPA Environmental Checklist (for 5 -9 lots, cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: P I Gtr Iff 6. If the project requires SEPA review or involves a short plat of 5 —9 lots: a 4' x 4' public notice board will be required on site within 14 days of the Department determining that a complete application has been received (see SEPA Application). t V I W 7. If the project involves a short plat of 5 — 9 Lots: One (1) set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple- family buildings —e.g. apartments, condos, trailer parks- -must be included (see SEPA Application) ` ` At 8. If the project involves a short plat of 5 — 9 lots: King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot PROJECT DESCRIPTION AND ANALYSIS: Vi 10. Vicinity Map with site location. / 11. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing. IV ✓ 12. Document sewer and water availability if provided by other than the City of Tukwila. 13. A written discussion of project consistency with decision criteria (see Application). ._— 14. Any required maintenance agreements, easements or other documents ready for recording. V 15. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. 16. Provide sensitive area studies as er Tukwila's Sensitive Areas Ordinance (TMC 18.45) for example wetland pr, geotechnical reports. AJo A j 9 a . y , o / I 17. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). C:Wora'9 Fila\Red_Book\SHTPLTAPP.doc, 01/10/03 ?es Check items I Information Rei d. May be waived in unusual cases, upcproval of both Public Works C:Wora'a File \Red Book\SHTPLTAPP.doc, 01 /10/03 Check items submitted ' with application Information RequIP. May be waived in unusual cases, upon•roval of both Public Works and Planning Total existing lots prior to Short Plat. (d) Total expected cut and fill for plat buildout. r/ (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. I(f) Storm drainage design at least 90% complete, which meets the KCSWDM. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. 1" (g) Locate the nearest existing hydrant and all proposed hydrants. . H JA (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. .■•. (i) Plan, profile and cross - section for any right -of -way improvements. (j) Show planned access to lots, driveways, fire access lanes and turn - arounds. J (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. c/ (1) Show proposed lot and tract lines. Information Required. Response Total existing lots prior to Short Plat. Total lots in this Short Plat. &,d ( 2) Total acres involved in the Short Plat. Co 4 9 A C /e1-..5 Constraints (sensitive area, right of way, retention/detention areas) in acres or sf. - 1r C/A. s c- f- Any preexisting uses? T' FS/ 71 P L Overall density (lots /acre). L 0 i (4) C:Wore'a Files\Rcd Book\SHTPLTAPP.doc.01 /10/03 GROWTH MANAGEMENT ACT REQUIRED INFORMATION 'APR 27 2005 bgEtata FOR STAFF USE ONLY Sierra Type: P -SS Planner: File Number: Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan@ci.tukwilama.us APPLICATION NAME OF PROJECT/DEVELOPMENT: RENAL $f4oer bi -) LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS. /3441 '/Z 442" 4 vE Sew � /� iv wi -, exm 98/gg -7 t 7346 GO() .2 7/ Quarter: 5.42 Section: /c Township: Range: 4 (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: _g°r /7/ /t Jg,he, _/" . Sign G: APPHAN\LANDUSE.APP\SHTPLTPT.doc, 09 /11/03 .05 ‘( SHORE? � �1O (P S� <;N f Address: Phone: (4,75) ,41'- 3 ,r6o FAX: 4,76 6///- 67.)9s E -mail: Date: 4/ 2 7/O.5 EXECUTED at /u K W l a. CITY OF TUKWILA Department of Community Development 6300 Squthcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees age ts, engineers contra rs or other representatives the right to enter upon Owner's real property, located at /8 &O/ Z. ¢pl. / L = AVE SOUTH for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion, cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. ss (city) Y►r r+ (state), on April 27 , 20 Kuibi r Sn Reba/ (Print Name) 11305 5E kent- kanyley Rd 27-1 20 ddress—) 2 1 /5 O/1itt Kent WA 98030 (Phone Number) , t 140 (Signature) Sin a J Re ha t to me known to be the individual who On this day personally appeared before me Kl4I b,r executed the foregoing instrument and acknowledged that purposes mentioned therein. / Q SUBSCRIBED AND SWORN TO BEFORE ME ON THIS 27 #h DAY OF April , 20 DS ��%%%%%%%�� L�[X.ccx:‘ • /SJ !r to I i n and for th he/ si '4igned the same as his/ker voluntary act and deed for the uses and It NOTARY PU_�l. C to of Washington residing at KeirtOn �.. SSioN c • My Commission expires on 6 - /6 -D8 RE;ORDING DOCUMEI.TS The recording documents submitted for final approval must be on mylar, in record of survey format, meet all of the King County recording requirements and contain the following signature blanks, where applicable. The standard signature blanks are included in the AutoCAD template available from the City. If you choose tkt to use the template please reproduce the applicable language accurately on the mylar. p.„ APR D o 20451 VE�� Know all men by these present that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). SIGNATURE BLANKS In witness whereof we have set our hands and seals. Name: Name: STATE OF WASHINGTON County of King GIVEN under my hand and official seal this OWNERS' DECLARATION Name: Name: (Provide a name blank for each owner and as many notary blanks as needed) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. day of , 20 LAND SURVEYOR'S CERTIFICATE: Signature: Name of commissioned: Title: My appointment expires: Any survey submitted for a short plat shall include a certification with the seal of and signature of the surveyor responsible for the survey and final plat with the following statement: "1, , registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot corners staked on the ground as depicted on the plat." • • SEATTLE - KING COUNTY HEALTH DEPARTMENT'S APPROVAL (This is only required if lots are served by septic systems:) Examined and approved by the Seattle -King County Health Department this day of ,20 CITY TREASURER'S CERTIFICATE (only required if land is to be dedicated to the City) There are no delinquent special assessments, and all special assessments on any of the property that is dedicated as streets, alleys or for other public use are paid in full. Examined and approved by the City of Tukwila Finance Department this day of 20 Director Finance Director COUNTY TREASURER'S CERTIFICATE I certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. This C:Wora's FilesUted Book1SHTPLTAPP.doc, 01/10/03 day of ,20 Deputy King County Treasurer King County Treasurer COUNTY ASSESSOR'S CERTIFICATE Examined and approved by the Department of Assessments this Deputy King County Assessor King County Assessor day of , 20 RECORDING CERTIFICATE Filed for record at the request of the City of Tukwila this day of , 20 , at minutes past M, and recorded in Volume of Plats, on page Records of King County, Washington. Deputy Director, King County Department of Records and Elections Reviewed and approved by the Short Subdivision committee and hereby certified for filing this day of , 20 KING COUNTY RECORDER'S FORMAT REQUIREMENTS Document Standardization • The first page of all documents must have: D A three -inch margin at the top and a one -inch margin on the sides and bottom (if using letter or legal sized paper). D The following key information: ♦ Return address • Document title and titles ♦ Reference numbers of documents assigned or released (if applicable) • Names of the grantors and grantees with reference to pages where additional names can be found • Abbreviated legal description ♦ Assessor's property tax parcel number or account number A coversheet may be used to fulfill the three -inch top margin & indexing information requirements list above, however, the requirements listed below must still be met or the document will be returned for compliance. Also, when a coversheet is used one dollar will be added to the recording fee for the additional page on the document. • The second page and all succeeding pages must have a one -inch margin on all sides (unless document is using record of survey format, 18" x 24 "). • No attachments are allowed on the pages. • The font size must be at least 8 point. • The page size can be no larger than 8 '/2 x 14 (unless in record of survey format, recorded at Condominium and Plat desk). • The paper must be of a weight and color capable of producing legible images. • The ink must be a color that is capable of being imaged. • All seals must be legible and capable of being imaged (pressure seals must be smudged). C:\Nora'a Files\Red Book\SHTPLTAPP.doc, 01/10/03 • • Director, King County 4PR V rk Department of Records and Elections cod 7 20 451 EVF P V0 �►T TUKWILA SHORT SUBDT ISION COMMITTEE APPROVAL Chair, Short Subdivision Committee 4 on J. a i n 1", .•J ■1 . • �� ' !e. �tri 1 l ,)..g } r'ry , :41: 11, ,1:11f 10'x'1! rMnUi•�f S tilRAtt Site address (attach map and ,leg?tldiscripjio�t� owing hydrant I ovation size � o ' f mai� • Name:: t CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 981 RECEIVED !APR 2 7 2005 COMMU NITY Permit Center /Builds 1 Division: 206431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206-431-3670 7, d3 4 Pacsa tO4 as ozz- This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the losest point of structure is ft. Waxer Area is served by (Water Utility District): � l 1 ��111 Owner /Agent Signature 1. The proposed project is within NI 1 ENT CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Name: Address: 4 4 a a 1 g I wig-- 4goZ� L4 a Phone :— PERMIT NO.: Short Subdivision Other a Se--r14 SE Date (City /County) 2. �o improvements required. 3. The improvements required to upgrade the water system to bring It into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 2 . o © gpm at 20 psi residual for a duration of 2 hours at a velocity of 1 and fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Wk-(t4_ 0 LSY Agency /Phone 7 (2z- Z% -9 S 4 .1 4 7 By This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." If- '7 — os- Date I�fpr''cc 4 e-7 -- e6 ATTACHMENT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to ; (yl �'k This Certificate is issued at the request of the City, and is not assigna or transreraoie to any other party_ Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, express or implied, that the applicant will be able to obtain the necessary permits, approvals, and authorizations from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Applic District Representativ Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other A Short Subdivision ❑ Rezone Proposed Use: ,'14 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name-. hell Phone:(0. 1 ) (d.{ _ 3 0 Property Address or Approximate Locatio : Tax Lot Number: vkc 13&, o t Yz �- 2_ I I�eS "73(dC.c0 -oZ:, k Legal Description(Attach Map and Legal Description if necessary): L. o+ I alk 5 -- ZL4b10- - r d vie Pei - fo ZucerfOn Part B: (To Be Completed by Sewer Agency) /i 1. 14 a. Sewer Service will be provided by side sewer connection only to an existing L size sewer ("An feetsOtaffi the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) E. a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ l a. District Connection Charges due prior to connection: GFC: $ 250l b5f" SFC: $ 1 Roo UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: ❑ Required liMay be Required • c. Other: Corti 0 4o» -1 r 1 rye. se° 'cv m..'j4 be. in 4_ re f ri, y li 1-7, 6 WdEI(iNG,TOWARD' R ENVIRONMENT 4. wnwx xxiii'd,. CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY from t By to of signature. na Pray P� Title / 14816 Mry Road South P.O. Bo 550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 14. Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year i) /APR 2 co,.. zoos Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District. ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowledge that 1 have received the Certificate of Sewer AvailabilitylNonAvailability and this Attachment, and fully understand the terms and conditions herein. y fi A 1`�` A licaa Signature PP � 8953910011270798.01 15SY601 !. DOC (1/26/04) - 1 - • • / - Date TO: RN PARNELL AND CO. 4422 187TH PLACE SE ISSAQUAH, WA 98027 -0000 Attention : BOB PARNELL Your Number : -- Reference Name: -- OUR NUMBER 0521763 - Short Plat Certificate Dear Sirs: (See Attached - Page Two) • • Fidelity National Title Company of Washington Underwritten by Fidelity National Title Insurance Company 3500 188th Street SW #300 Lynnwood, Washington 98037 (425) 771 -3031 / 527 -1432 Fax No. (425)224 -0837 Direct Line (425) 640 -3508 / 640/3505 Toll Free: 1- 800 - 776 -3021 SHORT PLAT CERTIFICATE In the matter of the above described Short Plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of King County, Washington, and from such examination hereby certifies that: TITLE TO the following described land is vested in: ✓ KULBIR SINGH REHAL and DAVINDER KAUR REHAL, husband and wife ' APR '2 7 2405( 'APR Premium $ 250.00 Sales Tax: $ 22.25 THE LAND is situate in said King County, and is described as follows: • • Fidelity National Title Company of Washington Short Plat Certificate, Page 2 Our Number 0521763 LEGAL DESCRIPTION: All that portion of Lot 1, Block 5, ROBBINS VIEW TRACT ADDITION TO RIVERTON, according to the Plat thereof recorded in Volume 17 of Plats, Page 90, records of King, County, Washington, lying North of a line described as follows: Beginning at a point on the East line of said Lot which bears North 00 °07'36" East 153.15 feet from the Southeast corner of said Lot; THENCE North 78 °39'09" West, 45.88 feet to a point on the West line of said Lot which bears North 00 °07'36" East, 162.08 feet from the Southwest corner of South line, said point being designated herein as point "B "; Together with the North 90.00 feet of the South 310.00 feet of the West 90.00 feet of the East 170.00 feet of Tract A of said addition; Together with that portion of the East 80.00 feet of said Tract A lying North of a line described as follows: Beginning at the above mentioned point "B" on the East line of said Tract; THENCE North 78 °39'09" West 12.19 feet; THENCE South 48 °40'49" West 93.72 feet to the Southeast corner of that portion of said Tract described above. Situate in the County of King, State of Washington. NOTE FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document. Ptn Lots 1, Block 5, & Tract A, ROBBINS VIEW TRACT ADDN. TO RIVERTON This property is located in King County. Recording to be delivered to: Fidelity National Title Co., 720 Olive Way #515, Seattle, WA 98101 SUBJECT TO the exceptions shown herein. No search has been made as to the taxes and assessments. THIS CERTIFICATE shall have no force or effect except as a basis for the Certificate applied for. Recgrds examined to March 3, 2005 at 8:00 A.M. at 8:00 A.M. (� FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON 0\0 \1 By: Bill Fisher, Senior Title Officer Amount Billed: Amount Paid: Amount Due: Tax Account No.: Levy Code: 5. EASEMENT AND CONTAINED BY Recorded: Recording No. In Favor Of: Purpose: Affects: 6 EASEMENT AND CONTAINED BY Recorded: Recording No. In Favor Of: Purpose: Fidelity National Title Company of Washington Short Plat Certificate, Page 3 Our Number 0521763 $937.48 $ .00 $937.48 736060027108 2413 Value of Land: $70,000.00 EXCEPTIONS. 1. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE FIRST HALF TAXES ARE DUE PRIOR TO MAY 1ST; THE SECOND HALF TAXES ARE DUE PRIOR TO NOVEMBER 1ST: Year: 2005 To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 2. Gravel road accessing the property, adjoining, on the West crosses the Northerly portion of subject property. We find no easement of record for said Gravel Road. 3. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED /RESERVED /DISCLOSED/ CONTAINED BY INSTRUMENT: Recorded: May 21, 1930 Recording No.: 2605916 In Favor Of: Pacific Telephone and Telegraph Company, a California Corporation Purpose: Electric transmission line over an undeterminable portion of said premises 4. PROTECTIVE COVENANTS AND /OR EASEMENTS, BUT OMITTING RESTRICTIONS, IF ANY, BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN: Recorded: May 21, 1930 Recording No.: 2605916 CONDITIONS CONTAINED THEREIN, AS GRANTED /RESERVED /DISCLOSED/ INSTRUMENT: January 17, 1979 7901170813 City of Seattle Electric transmission and distribution line Portion of said premises and other property CONDITIONS CONTAINED THEREIN, AS GRANTED /RESERVED /DISCLOSED/ INSTRUMENT: July 22, 1981 8107220758 Sewer and water lines Portion of said premises and other property • • Fidelity National Title Company of Washington Short Plat Certificate, Page 4 Our Number 0521763 7. Reservation contained in contract recorded under Recording No. 4498648 as follows: "Seller reserves the right to run water lines from 41st Avenue South along the Southerly and Westerly boundaries of property lying in Tract "A ". END OF EXCEPTIONS THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL 36. 38.32 AC. RUR 7.1.70 5. 134TH sr rac. 19• f4 28 0 47.0Sb 2 3 4 _ ;° ▪ fn • 0 1 0 t 05 11 0 0. 05 0 0. 107- 5 • 0 01 5 p eo o• 0• y o 0 , 0 at P a AN ') 5 7 b0 So o9 1v 00 • • ttI . 27/ /4 152 0 °I 13 33. 92 -9 / A 4 s' 6 O 7.t 4 • ° ti • 3 Q 5 9 o "749 a 6 • • • SCALE. I 100 V /5/.54 A 4 � 0 O 4 /44.77 3 10 - : „1.11 / /0.51 7 8 4L 0 3 97.13 /00 4 �p5 1 18 po ° 1 114.41. 1 ° 1 1 77.//e c /Ty L/M 04a. 7D.!/. 1 2 TRS.r / /l•7.. T 01 - 50 ^ +0 _ 80 _ 4 9 05 I e� �.,� • •'', '° .6000 3 n111 11.I� a7 0 14 � ' TR. A , 9 � ► ° \•oV 4 ri 90 9 by K OKi /00 n a /3 0 1zo0 16 `°D 4 / r o o1. j 4 1b 10 0° o I f D 16if'6 1 D 3 1° o 05 B 4 cy t r t !'o „ • � Air _' *3 ' 1 t• 43 1 2 40 I /6 • 2 11.°° 905 14 0 I 3 0° II 1 4 910 5 0 .3 1 734060 VOL.10/ 74 • 5 30. of 1.144 fi /37 5r ( GAZAIN PL.) ne I t - , 0 7 °° o do �, 8 9 1 l D 1.1 9_eD 0 150 bi o� 0 44.5 /35 67.6 S. 139TH ST. l'ourcook 4 ✓t 6 (tee 7 J n 395./0 oh, .3.3 t I\* oil° VAC! £•/4.44 x 1642316. 72 '1 179044.79 67 f62 /35.33 9 o1a0 9p 16 /37. /4 •1 9 ati e' e 15 • / N a co 3G. 6.'91 j4 0 /40 71 ,.z 57 13 t / 13 0 $1." 5 41- 0 10 b D uK � q 4 o.en ° 0 • 0 1 ,44.3E L j29 0 1 5 11 /4/ /0 0. 1. / 1 • 20041117002009.001 20041117002009 CAGO TITLE TD 20. @0 Filed for Record at Request of PAGE001 OF 002 11 /17/2004 14:48 Name Kulbir Singh Renal. KING COUNTY, WA Address 6229 S. 238th Street #L202 City and State..Wi:G.,..WA 98032 E2084280 K 5 80 SALE 00 TRUSTS N' DD ED+ f auanKruptcy The Grantor ROBERT STEINBERG the dia'�tdr 7�T {t stee`fEstate P Kenneth Ball currently pending in the United States Bankruptcy Court for the Western District of Washington at Seattle under case no. 03- 12917, for and in consideration of Seventy Six Thousand Dollars ($76,000) in hand paid, conveys to BCOMEMIXFX8 G the following described real estate, situated *Kulbir Singh Rehal and Davinder Kaur Rehal, Husband and Wif in the County of KIN State of Washington: WAIL et '73(4 - Ot) k ALL THAT PORTION OF LOT 1, BLOCK 5, ROBBINS VIEW TRACT . ADDITION TO RIVERTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON, LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID LOT WHICH BEARS NORTH 00° 07' 36" EAST, 153.15 FEET FROM THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 78° 39' 09" WEST, 45.88 FEET TO A POINT ON THE WEST LINE OF SAID LOT WHICH BEARS NORTH 00 07' 36" EAST, 162.08 FEET FROM THE SOUTHWEST CORNER OF SOUTH LINE, SAID POINT BEING DESIGNATED HEREIN AS POINT "B "; TOGETHER WITH THE NORTH 90.00 FEET OF THE SOUTH 310.00 FEET OF THE WEST 90.00 FEET OF THE EAST 170.00 FEET OF TRACT A OF SAID ADDITION; TOGETHER WITH THAT PORTION OF THE EAST 80.00 FEET OF SAID TRACT A LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE ABOVE MENTIONED POINT "B" ON THE EAST LINE OF SAID TRACT; THENCE NORTH 78° 39' 09" WEST, 12.19 FEET; THENCE SOUTH 48° 40' 49" WEST, 93.72 FEET TO THE SOUTHEAST CORNER OF THAT PORTION OF SAID TRACT DESCRIBED ABOVE. This deed is made without any warranty of any kind whatsoever. DATED this A.1)._ day of November, 2 PAGE001 OF 001 STATE OF WASHINGTON COUNTY OF KING Trusteesdeed473618th. hilton ss. On this day personally appeared before me Robert Steinberg, to me known to be the individual who executed the within foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned GIVEN under my hand and official seal this_ 1 1YAr Novemb ARY U =L C in and for of _ 1,.� residing at My commission expires GERALD HORN STATE OF WASHINGTON NOTARY--•-- PUBLIC VY tOUVISSM EXPIRES 5-05-05 • 20041117002009.00: 913 - -2 kow on May 8 1930by o J:.;teele, hue of the rrtee, bef Julius Jeeperson n p furwn ros at e n n 1•,:b2 1931 fld by H J teele, 7715 7arl eve D F1dMay 21 1930 2 -49 Apr 25 1930 '10 end o v o Provident Investment C a corp to 0 J Steele fp oy end wnr to a p thefdld In kow; lot 28 in blk 2 ofLoyel Heights divn 10 6, en edd to the oa, soodg to plat reodd in vol 19 of plate of pg 82 of the rocs of kow, wubi to all taxes woh have become n lion, and all inatelments of assts woh have beoome due upon ad pty einoeJun 10 1919 Provident Investment Dom •anv oorp el by HaroldPreston pres PhilipD Maobride, seoy kow Apr 25 1930 by HeroldPreston and 'hilip D Moobride, pres and seoy ofadoorp -- carp form -- bef F Stanley Kent, n p for wn res at a n a Apr 9 1933 :,nil H J '. 7715, Earl eve easement May 21 1930 3-00 2605915 Ay6 May 21 1930 vol con John C Oloae, endMebel E Close, bwf, 6 �� to Fireside Roalty Co a Corp fp grant to ep its suoo and a, an eese:+entfor right ofway 2 ft wide over and eoroes eed- e- ee- eneewee4- 4,p- r4gh -et the exi ing' roads on pty belonging to the undersigned and too in the. NW}. of the NW} of seo 30 twp 23 •n r 9 e w m; this is to afford proper ingress and egress to end from the NE40f tpe 1094- ofsd sec 30 John C Close Mabel F Close kow May 21 1930 by John O qoae, and Mabel E Closo, het, bef W w Glazier, n p forwn ros at North Bend n a Deo 3 1930 mall ap 1006 3d eve l'aeement fld May 21 1930 3 -01 2605916. Feb 28 1930 ♦5 Elmer L Robbins, as edmr with the will annexed of the eat of Emmett L Robbins, deod to The PeoifioTelophone end Telegteph Company a calif oorp fp grants to ep a perpetual easement with the right to pp place, oonetruot, operate and maintain, inspect, reconatruot, repair and replace. underground conduits, cables and manhelee under /or adjacent to the folg re pty in kow; lote 1 and 2, blk 4, also tt A Robbins' View Tracts to Riverton, as per plat reodd in vol 17 of plate pg 90 race of kow the looetion ofed easement shall be determined by and beoome permanent upon the oonetruotion of a line of un'!erground oonduit on ad pty , 2. The grtee shall at all timeahnve the right to remove any or all ofed cables, conduits, manholes, and appurtenano es, or to inorease or deorease the size, weight and /or number thof or to change their position elonged line; and to trim or out down ;, (fruit and nut tress ezoepted) all trees and brush within 10' ft ofad line (it being understood that grtee shall trim all trees by it felled and burn or otbwise diapose of the trimmings or brush to grantor's aatn and that logs therefrom shell rvmaia the pty of grantor) and shall have full and free ingress to and egress from the above des pty for all purpa hin mentd provided that grtee shall be reeponsibe for all unneoees damg it nausea grantor by the exercise of the rights and privle hin granted 1.2. Grantor for himeelfand all others noting by,.thru or and him pby oovte (e)f that no bidgs or shode will be ereoted or . r (FOR) 2605914 /( /(..(. U / 7 341 . 918 - -2 rubbish, brush piles or nny inflammable substance will be permitted on ad pty within 5 ft ofnd line(b) that no citggng or exoavating will bo done or permitted within 5 ft of ad line woh will in a y manner diaturb ito solidity or unenrth any portn thereof;A,o) that no blasting or dinoh of any explosives will be permittde within 300 ft of ad line, without giving: grtee at least 10 days written nto of the date thof; (d) that no electric Current transmission line will bo constructed or any right or permit ter granted for the oonntr.otin of suoh eleo Current transmission line nearer than the 11 pl000d -- em bel came as 2584573 - -- to sige 1 wit Elmer L bobbins as admr with the will annexed ofthe estate of Emmett L Robbins, dead kow on Feb 29 1930 by Elmer L Nohkins, as ndmr with the will nnnoxed of the est of Emmett L Robbins, dedd, bof Ben J irearson n p for wn res at Tnooma n s Mar 29 1933 ma ilsp 1 ✓ 1 2505917 8M Fld May 21 1930 3 - 02 V `� 2505 May 21 1930 / C ` TheHome =�svinge and Loan Association,..aweh Corp t to E Bicknell and Anita ilioknell hwf fp eoke full payt of mtg for 4450 and int, axed in its f vor by sp dtd Jun 8 1925, and reodd in the eudofoof kow Jun 11 1928 in vol 933 ofmti ;n pg 410 aud file No 2031017 corp al The llomo Savings and Loan Association . by A 2 Pieroe, seoy kow on May 21 1930 by A F Pieroe, seoy of ad Corp -- Corp form- - bef Wm ido"ollough n p for wn res at e n 8 Nov 21 1930 fld by fp SM FldMay 21 1930 3 -02 J 1 '` G rr 2605918 / / cam May 19 1930 X Mere Johnson unmd to Anna kerguson a widow fp owner end holder of that otn mtg dtd Apr 25 1927 and and by ep tap of G1500 and int, and reodd in the eud ofo of kow on Apr 26 1927 in vol 1026 of mtge pg 167 aud 1'ileNo 2341663 eoke that sd mtg has been fully sotd and disc(' Clare Johnson el. kow May 19 1930 by Glare Johnson, unmd, bef for nn ree at n e Sept 11 1930 moil em as 917 D FldMay 21. 1930 3 -06 Mar 13 1929 f10 Seattle Title Trust Uomneny aoorp of wn at a, wn, to 2 0 eeideman fp g b a o 0 to op the fdld in kow; 0 B WRaymond, n p 2805919 /r/', , d lote 43, 44, 45, and 46 in blk 5 Lakelorest Waterfront add eoodg to plat thof reodd invol 22 pg 39 rears ofed o0 eubJ to right of the pub to make all nooses elopes for outs or fills upon the lote,blke and tte of land shown on the plat in the rsnbl, orignlgrading of all the streets and eves shown thon, as granted in the dedioation of the plat; subj to water, water rights, and matters reletinp thto Cove: Lim to by, thru, or and ed grantor and not othwise, wd exoept as bin set forth The folg reatriotions shell run with the lands in thin deed des end he binding upon the grtee, h and a (FOR) 4498648 p slaton leone slaton harold toulouse ethel toulouse THIS AGREEMENT, nude and entered into this ire hereinafter ailed the `seller," and MOLD 2. 70010/02 end 1I, 1. YOUIDOMI, Ida wife hereinafter ailed the ° p srchuer," WITNESSETH : the seller agrees to sell to the purchaser and the purclaiv SW1o�. I a fl o uin orA �. , t the wi tpurtenance', situate in the County of L to purchase of the a>l atr , 41'36112i stud leapt 120 toet of let 14 Wile thIS1t tans :lorth �+!' r . �IS 1371h *trait alas said ys 1 s lying k 3 of . 2leet of es.t e0 genet! the Nosy 90 tee t ma 15 � � � IS yt 70 fast of tract sjo s nigh is daemo a r711E e toot of south 120 feet a f omit 80 tr treater , �q ant !rest Addition to Rinsrtaa, wording to plat thereof tract j s pals 90, swords et staid twat!,. w" hereMM i Oa ' ��. � d 8, 48 tamer emliteo film es, M1Lre: f centime to tuts the ui � ad t.. pomade. talkiest is all eaeetsente, reetriotteee sad reeerwatione of reaasd. The terms and conditions of this contract are u follows : The purchase price is m �m R® ma) 1mmo. >rlTs !w m0(HJJm £ 41 14.500.00, ..) Dollars, of which has been pzld, the recel t whereof e b y s � dg w l ees, and the balance � ��•�• •• 1 pal Dollars $ follows: OMB Wm$® � � 100. lance of said purchase ce shall be paid u or more on or before the YOfh day of IY� , and t$ gym -) Doan 225eo ($ or - .) Do11wa, or more, on or befor e r , (3 entire Purchase Prig, including nterest be 20th day of each and every month thereafter until HOMO t . the ent has been fully paid. The monthly Inn the unpaid portion thereof at the rate of tJ n annum. Payment to be applied first to y Payment herein provided shall include both principal cent per the 20th day accrued interest and the balance applied to P Interest, said Llmlatmd in tha on i,rsay October ,186 h. to Principal. elocuietlhe beetm are aml]ar to an haw the right to sorties' pzpporty at tttgr e r mill join with the earl.,• if nec � lo S j Ia 1 EN no expos. to em eater mortgage to be borne by pttt+staser. a�e� right t r at of ate property gin ',,. fro. prat 4wat»Soath along the son i t§ A. TREMPER Y T. MICR _ DEPVTY cm the Ce of purchase price equals h -rarue of prior contracts, arse • • .L 1511? 15 . WopernY herein, said purchuer shall be entitled to a deed, subject to uid ens her outstanding d pu has fulfilled all other commitments required of him by this contract, encumbrances, provided purchaser The purchaser is entitled to take possession of said premises on dat by the Ain' e o closing unless otherwise determined rater The cr er r lien on said premises. delinquency all taxes and assessments that may as between gasmen and hereaft The purchaser assumes all hazards of damage to or destruction of any improvenunts now on said land or hereafter to be placed thereon, and of the taking of said premises or any part thereof for public use. The purchaser agrees, until full payment of the said purchase price, to keep all buildings on said described Premises insured to the full insurable value thereof against loss or damage by fire in some company acceptable to the seller and tor the seller's benefit as policies and renewals thereof to the sellataest may appear and to pay all premiums therefor and to deliver all t'' cue the purchaser shall fail to make any Payment bereinbefore provided by the purchaser to be made, the seller may make suds payment and any amount so payment until repaid at the rate of ten (10) per paid the seller, together repayable with interest thereon from date o all withiout prejudice to any other right the seller right have by r shall be such t. the purchaser on demand. by reason of such dehult. • 4.. The purchaser agree that full inspection of raid described premises has been made and that neither the adder nor assigns aball be held to any covenant respecting the condition of any improvements =laid premises no to any agreement for aheratiom, igrproventents or repair, unless the covenant or agreement relied oo be in writhig and attached to and made a pan of this canna. The purchaser shall have the right to make delinquent paymenu due by the seller or others on prior contracts, mortgages or encumbrances which are liens on this property, and by such payment have credit allowed purchaser on this contract as of date of payment. The selkr has procured or agree, within sixty days from date hereof, to procure from Washington Title Insurance Company a purchaser's policy of title insurance, insuring the purchaser to the full amount of the said purchase price against Toss or damage by reason of defect in the title of the seller to the said described premises or by reason of prior lints not assumed by the purchaser un der this agreement. The seller agrees, on full payment of said purchase price in manner hereinbefore specified, to make, execute, and deliver to the purchaser a good and sufficient warranty deed of said described premises, subject to the provisions herein provided for. Time is of tbe essence of this contract. In case the purchaser shall fail to retake any payment of the said purchase price promptly at the time the same shall fall doe as hereinbefore specified, or promptly to perform any covenant of agreement aforesaid, the seller nay elect to declare forfeiture and cancellation of this contract and upon such election Icing made all rights of the purchaser hereunder shall cease and determine and any payments thereto fore made hereunder by the purchaser shall be retained by the seller in liquidation of all damages sustained by reason of such failure Service of all demands, notices or other papers with respect to such declaration of forfeiture and cancellation may be made by raistered mail at the following address, to-wit : or at such other address as the purchaser will indicate in writing to the seller. Or the seller may elect to bring action, or actions, on any intermediate overdue installment, or on any payment. or payments, made by the seller and repayable by the purchaser, it being stipulated that the covenant to pay intermediate installments or to pay item repayable by the purchaser. are independent of the covenant to make a deed that every such action is am action arising on contract for the recovery of mbney only, as if the promise to pay had been expressed in a different instrument, and that no such action shall cortstifute an election not to preiceed otherwise u to any subsequent default, and no waiver by the seller of any defauh on the part of the purchaser shall be construed u a waiver of any subsequent default. IN WITNESS WHEREOF, the parties hereto have executed this instrument in duplicate tbe day and year first herein *ritten. ea STATE OF WASHINGTON, • as. County of 01s On this day personally appeared before me la !js net= sod loom r nit= to me known to be the individual• dtaaibed in and who executed the within and foregoing instrume t, and acknowledged that they signed the sane as their free and voluntary ad and deed, for the use and p estasses therein mentioned. ,,� • GIVEN under any band and official seal this ///—k• day of Cj�E: �.s✓— % `1' ! Kl • 10 tmm, - �.f �. taLL, Nolrary Public its nsfdbs, se. . r .6 RECOADEp '''•• ti. 01►C1i 0% AM 8 30 no A, no A all COUNTY in " • (Ferny ;; .:, • • for the State of Wa hiaptoa, Y t I I r 7901170813 EASEMENT THIS INDENTURE. Bade this day of , 19 between ERNEST J. FUNCK , a single man hereinafter called the Grantor hereinafter called the Mortgagee —, and the CITY CO OF SEATTLE, • municipal corporation, hereinafter called the Grantee, WITNESSETN: OD That the Grantor_ -, for and In consideration of the sum of One and 00 /100 Dollars 0 (e 1.00 ) and other valuable considerations, receipt of which Is hershy acknowledged, hereby — conveyer_ and granter to the Grantee. Its successors and assigns, the right, privilege and authority to construct, erect, alter, Improve, repair, operate and maintain an electric transmission Q` and distribution line, consisting of the nee aasary towers and poles, with braces, guys and anchors, N and to place upon or suspend transmiseion, distribution and signal wires, Insulators, cross -arms, transformers and other necaasary or convenient appurtenances, across, over and upon the following described lands and premises situated In the County of KING, State of Washington,,to - wit: A 5- foot -wide easement with the center line described as follows: Beginning at a point on the vest line of Lot 1, Block 5, Robbins View Tract Addition to Riverton, as recorded in Volume 17 of Plate, page 90, records of King County, which bears North 00 °07'36" East 162.08 feet from the southwest corner of said Lot 1; thence North 78 ° 39'09" West, 12.19 feet; thence South 46 ° 40'49" West, 93.72 feet; thence North 27 ° 30'00" East, 108.00 feet to the True Point of Beginning; thence North 20 °40'00" East, 10.00 feet to a point hereafter referred to as point "A "; thence continuing North 20 ° 40'00" East, 60.00 feet, more or less, to the south margin of relocated 40th Ave. So., TOGETHER with a 5- foot -wide easement the center line of which is described as follows: Beginning at the aforementioned point "A "; thence North 80 ° 00'00" West, 80 feet to the terminus of this description. °f 1.11 LEGAL DESCRIPTION PS Together with the right at all times to the Grantee, Its successors and assigns, of Ingress to and egress from said lands across adjacent lands of the Grantor— for the purpose of constructing, re- constructing, repairing, renewing, altering, changing, patrolling and operating said Ilne, and the right at any time to remove said poles, wires and appurtenances from said lands. Also the right to the Grantee, Its successors And assigns, et all times to cut all brush and timber, and trim all trees standing or growing upon said lands which, in the opinion of the Grantee, constitute a menace or danger to said line. It Is understood and agreed that the City of Seattle, Department of Lighting, may grant other utilities the right and privilege to occupy and use Jointly the said transmission and distribution 1Ine. The City of Seattle and /or other utilities are to be responsible, as provided by law, for any damage resulting to the Grantor— through Its negligence In the construction, maintenance and operation of said transmission and distribution lino over and across the property of said Orantor_. The Grantor_, his heirs, successors or assigns, covenanter and agree -1_ that he wi 11 not do any blasting or discharge any explosives within ■ distance of three hundred (300) feet of said line without giving reasonable notice In writing to the Grantee, Its successors or assigns, of Intention so to do. The rights, title, privileges and Authority hereby granted shell continue and be In force until such time as the Grantee, Its successors or assigns, shall permanently remove said towers, poles, wires and appurtenances from said lands, or shall otherwise permanently abandon said line, at which time all such rights, title, privileges and authority hereby granted shall terminate. Any mortgage on the said premises held by the Mortgagee above named Is hereby released to the extent, but only to the extent, necessary to subordinate the said mortgage to the easement herein granted to said Grantee. IN WITNESS WHEREOF, this instrument has been executed the day and year first above written. 230415 -3-001 1 i STATE OF WASHINGTON, } se. COUNTY OF J 1, the undersigned, a Notary Public, do hereby certify that on this ERNEST .1. FUNCK personally appeared boon o me n 8 4 ,,:.,, STATE OF WASHINGTON. COUNTY OF • 0 0 z a J f APPROVED AS TO FORM ONLY DOUGLAS N. JEWETT CITY ATTORNEY r ^ • day of 3 y .�.L^"^'y" Ste z nd Month. to me known to be the individual— described In and who executed the within Instrument, and acknowledged that -- signed the same n_htlf- -free and voluntary act and deed, for the uses and purpose' therein mentioned. Given under my hand and soloist seal the day and ye•r In this certificate above written. nd_ 1ee101N0 •7 (FOR CORPORATE ACKNOWLEDGMENT) FILE No..1.9_ COM PTROLLER ' .l a 111 •Ile •.a roe •r•re Or N••1. 010101 n .' M ; • ' Off r J A , � Na Inc t •,,, F MASIt :e, w da y of tg_ i'In : a Notary Public, do hereby certify that on thus f4 .. pers)on appeared before me his wife, to we known to be the Individual_ described In and who executed the within Instrument, and acknowledged the signed the same a free and voluntary sot and deed. for the uses and purposes) therein mentioned. Given under my hand and official seal the day and year In this certificate above written. PYILIC 10 •10 r01 fns 17Ar1 Or ■••111ere1. On this day of , A. D. 11_—. before me personally appeared to me known l0 be IM Pnrldenl, and_ to me known to be Use Secretary, of the corporation that •xecutad the within and foregoing Instrument, and each acknowledged that said instrument to be the Tree and voluntary act and deed of eeld corporation, for the uses and purposes therein mentioned, and inch on oath stated that they were authorized to execute said Instrument IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official eel the day and year obeys written. PY•LIC 111 .10 'Oa 1411 er•r1 Or •••14.0•0 0/010100 •r r > m m 0 IE h—• W O 0 tJ 1.4 c i-� Cr) CD i s b 8107220758 This'agreement is execu`ed on April ge , 1981 by and among James E. Toulouse, Richard H. Toulouse and Ernest J. Funk. A. James E. Toulouse owns as his separate property the house with a street address of 4102 South 137th, Seattle, Washington, located on the following described real property situated in King County, Washington, to -wit: That portion of Lots 1 & 2, Block 5, Tract "A" AND a portion of vacated South 137th Street (Garden Place), Robbins View Tract Addition to Riverton, according to the plat thereof as recorded in Volume 17 of Plats on page 90, records of King County, Washington, described as follows: Commencing at the southwest corner of said Lot 1; thence S 89 °52'24" E along the south line thereof 10.0 feet to the True Point of Beginning; thence N 27 °03'34" W 42.97 feet; thence N 0 °55'41" W 126.25 feet; thence S 78 °39'09" E 58.07 feet to a point on the east line of said Lot 1, 153.15 feet north of the southeast corner thereof; th ^nce S 0 °07'36" 14 along the east line of said Lot 1, 33.15 feet; thence S 89 °52'24" E along the north line of said Lot 2;' thence S 0 °07'36" W along the east line of said Lot 2 and its southerly extension, 150.0 feet to the centerline of vacated South 137th Street, formerly Garden Place; thence N 89 °52'24" W along said street formerly East View Street; thence N 0 °07'36" E along said street margin, 30.0 feet to the south line of said Lot 2; thence N 89 °52'24" W along the south lines of said Lot 2 and Lot 1, 50.0 feet to the True Point of Beginning. B. Richard H. Toulouse owns as his separate property the houses with street addresses of 4102 1/2 South 137th and 4019 South 136th, Seattle, Washington, located on the following described real property situated in King County, Washington, to -wit: T Rob acc Volume King Count lows: WITNESSETH THE FOLLOWING: t portion ns View or to 1 of MUTUAI, EASEMENTS FOR SEWER AND WATER RECITALS of Lot 1, Block 5 and Tract "A ", Tract Addition to Riverton, the plzIt thereof as record -• in Plats on page 90, record of Washington, described s fol- rner of said '24" • along the south the True Point of 4" W 42.97 feet; 26.25 feet to a point 9" W 58.07 `'feet from a line of said LOt 1, 153.15 feet north the southeast cornerthereof; thence °40'49" W 93.72 feet to the •vest 1`,:, F�,CiEr "-•.; •.__ kip o the east 80.0 feet of said Tract• "A "; Commencing at the.southwest Lot 1; thence S 89 °5 line thereof 10.0 feet Beginning; thence N 2 thence N 0 °55'41" W that lies N 78 °3 point on the e RF(n r C uE HSL qECORDF.D ;I11'; r +j MAY 4�o PH '°' RECORDS •t ELECT: ^"?S '01),,K' • C7 Commencing at the southwest corner of said Lot 1; thence S89 ° 52'24" E along the south line thereof 10.0 feet to the CV True Point of Beginning; thence N 27 °03'34" W 42.97 feet; CV thence N 0 ° 55'41" W 126.25 feet to a point that lies N _D 78 ° 39'09" W 58.07 feet from a point on the east line of said Lot 1, 153.15 feet north of the southeast corner thereof; OD thence S 46 °40'49" W 93.72 feet to the west line of the east 80.0 feet of said Tract "A "; thence S 0 ° 07'36" W along said west line 100.0 feet to the north line of the south 120.0 feet of said Tract "A "; thence S 89 °52'24" E along said north line and along the south line of said Lot 1, 90.0 feet to the True Point of Beginning. rS thence S 0 °07'3b" W along said west line 100.0 feet to the north line of the south 120.0 feet of said Tract "A" tnuit.:e S 89 °52'24" E along said north line and along the south lino of said Lot. 1, 90.0 feet to the True Point of Beginning. TOGETHER WITH an easement for road purposes over the north 10.0 feet of the south 120.0 feet of the ease 80.0 feet of said Tract "A ". SUBJECT TO easements and covenants of record. C. Ernest J. Funk owns as his separate property v the real estate described below: That portion of tract 67, Riverside Inter - ��' , urban Tract lying southerly of South 136th p' :J Street. ALSO that portion of Tract A, Robbins' View Addition to Riverton lying north and west of a line described as follows: Beginning at the intersection of the westerly boundary of said tract "A" and a line parallel to and 120 feet north of, when measured at right angles to, the south boundary of said tract "A "; thence S 89 °52'24" E along said parallel line to a line parallel to and 180 feet west of, when measured at right angles to, the easterly boundary of said tract "A "; thence N 00 °07'26" E along said parallel line 100.00 feet; thence S 89 °52'24" E, 10.00 feet; thence N 00 °07'36" E; '90.00 feet; thence S 89 °52'24" E, 900.00 feet; thence N 00 °07'36" E to the n-rtherly boundary of said tract "A" and the ena of the line described. AND TOGETHER WITH an easement for road pur- poses over the north 50 feet of the east 80 feet of said tract. D. The three afore - mentioned houses are now served by a sanitary sewer which goes across the property of Err:•:st J. Funk. The Funk property in turn is served by a private waterline which goes across the Toulouse l -.nd. The parties desire by this instrument to establish their mutual rights to continue use of the existing sewer and water lines. Now, therefore, In consideration of the mutual promises here inafter set forth, the parties enter into the following: AGREEMENT 1. Each of the parties has an easement over the lands of the other to continue use of the existing sewer and water lines. 2. Each party shall have ''e entire cost of maintenance, repair or reconstruction of the line which serves his 'property. Provided, however, that with respect to the sewer lines of the Toulouses' the cost of maintenance repair or reconstruction shall be borne in equal shares. When necessary to repair, clean or reconstruct a line the party for whose benefit the easement is given shall have the right of entry on the lands of the others for that purpose. • SUBJECT TO easements and covenants of record. That portion of tract 67, Riverside Interurban Tract lying southerly of South 136th Street. ALSO that portion of Tract A, Robbins' View Addition to Riverton lying north and west of a line described as follows: Beginning at the intersection of the westerly boundary of said tract "A" and a line parallel to and 120 feet north of, when measured at right angles to, the south boundary of said OD tract "A "; thence S 89 °52'24" E along said parallel line to Ul a line parallel to and 180 feet west of, when measured at CD right angles to, the easterly boundary of said tract "A "; N thence N 00 °07'36" E along said parallel line 100.00 feet: Mu thence S 89 ° 52'24' E, 10.00 feet: thence N 00 ° 07'36" E, O 90.00 feet: thence S 89 ° 52'24" E, 90.00 feet: thence N 00 ° 07'36" E to the northerly boundary of said tract "A" and 00 the end of the line described. Vacated 40th Avenue South adjoining. AND TOGETHER WITH an easement for road purposes over the north 50 feet of the east 80 feet of said tract. TOGETHER WITH an easement for road purposes over the north 10.0 feet of the south 120.0 feet of the east 80.0 feet of said Tract "A ". STATE OF WASHINGTON ) )88. COUNTY OF KI N G ) STATE OF WASHINGTON ) )ss. COUNTY OF K I N G ) 3. This agreement shall be a convenant running with the land and shall be binding upon all parties, their heirs and assigns. In witness whereof the parties have executed this instrument on the day and year first above written. Ernest[J. Funk On this day personally appeared before me James E. Toulouse, known to me to be the individual described in and who executed the within and foregoing instrument and acknow- ledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this ,2( r day of April, 1981 r/ ) ,(11 /fi! `� (1 NOTARY PUBLIC in an or the State.o£ Washington, residing at c C,,:p, On this day personally appeared before me Richard H. Toulouse, known to me to be the individual described in and who executed the within and foregoing instrument and acknow- ledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 7,1 day of April, 1981. NOTARY PUBLIC in an £or the State of Washington, residing at i'n I17‹ AMOMOMMMAIMMUMW a .. •' vFjKT�` YM'!+ tY;; C. �K '�S.'arar+Ma!; 4 +•s•r . On this day personally appeared before me Ernest J. Funk, known to me to be the individual described in and who co executed the within and foregoing instrument and acknowledged 1'+ that he signed the same as his free and voluntary act and N deed for the uses and purposes therein mentioned. (V f� GIVEN under my hand and official seal this day CD of April, 19R1. .4; STATE OF WASHINGTON ) COUNTY OF K I N G 1 NOT /PUBLIC ih and for the State "of Washin on, residing at L r / FILED for Record at Request of JOHN D. BLANKINSHIP MONTrir)MrwY. P;lF. )UE BLANKINSHIP R AUS i b 1 S 1.. SEATTLE. WA 981 SMALL SITE RESIDENTIAL DRAINAGE PLAN KULBIR SINGH REHAL 13601 1 /2 42 AVE. SOUTH TUKWILA, WA 98188 APRIL 27, 2005 Drainage Assessment KULBIR SINGH REHAL, Applicant/Owner NW Custom Homes 802 45 Street NE Apt. 1 -204 Auburn, WA 98002 Phone: (206) 235 -2168 1 This proposed two lot short plat is located at 13601% 42 Ave. South, Tukwila, WA, within Sec.15, T23N, R4E, WM. The undeveloped partly cleared lot is Zoned LDR (Low Density Residential) and is 0.49 acres in area. This lot is ir- regular in shape. Tax lot number is 73600600271 Access to the site is from paved road, 42 Ave. South and onto a private gravel easement road. The gravel surfaced easement road serves an existing home plus this parcel. When the short plat is completed the gravel driveway would serve three homes. Water to the site is by Water District 125 which has a main within 42 " Ave. South that will serve the two lots with service lines from 42 " Ave. South. VaI -Vue Sewer District would serve the two new Tots from a sanitary sewer main located within 42 " Ave. South stub out side sewer and by this property owner upsizing an existing 4" sanitary side sewer to a 6" sanitary side sewer that would serve the three lot from the existing side sewer stub out Sensitive areas of streams or wetlands were not found on site or within 100 feet of the parcel. Steep slopes of 20% or greater are located on the west, south, and north side of the parcel. Topography of the site slopes generally south to north on site and westerly along the westerly boundary and off site. It appears that a residence once existed on the parcel as indicated by a concrete foundation and by a brick retaining wall near the middle of the parcel. The site has had some previous grading. New impervious area includes the new private driveway 20 feet wide by 60 feet long (1200 square feet) that would extend southerly from the existing easement access road that will be paved by the adjacent home owner that is to pave the driveway according to that property building permit conditions. Each of the two lots would have a single family residence with a foot print of about 2200 square feet plus sidewalk, parking apron, patio, etc. for an impervious area of 2500 square feet per lot. Total parcel Impervious Area is calculated as 1200 square fee for new driveway easement plus 2500 square feet per lot development for a total of 6200 square feet of new imperious area. • • Total new impervious area is 6200 square feet which is less than 10,000 square feet and is within the parameters of the King County Small Site Drainage Review, Appendix "C ". Stormwater flows from the two Tots, parking apron and driveway will be dispersed through vegetation prior to leaving the site as provided in BMP's for the small site manual. Stormwater from the home's residence roof downspouts will be directed away from the home foundation. Drainage would generally follow the site topography and sheet flow across vegetation prior to off site flow over the steep slope to the west where it would enter a stream over 150 feet from the discharge location and to the northeast towards the roadside drainage ditch. No formal conveyance or ret -det facilities are planned for this parcel. Erosion control and erosion prevention includes the following Best Management Practices (BMP) as shown on the Erosion Sediment Control Plan (ESCP). • Clearing limits for the new driveway and future new residence will be marked by flagging or sediment fences. • Construction of the new driveway will begin immediately and be graveled. • A rocked construction entrance will be installed at the entrance of the new driveway. • Ensure that drainage from the driveway is by sheet flow and onto vegetation. • Stock piled earthen material shall be protected with visquen. • Stormwater will not be allowed to be collected and discharged as point discharge onto or over any steep slopes. • Mulch will be placed over cleared areas of the site when they are not being worked. Mulch will consist of air -dried straw and may include any chipped site vegetation. • Ensure that roof downspouts and site grading provide for drainage discharge away for the home foundation and ensure that any drainage towards sensitive areas does not carry sediment laden flow. • Permanent landscaping will include vegetation cover over remaining exposed soil surfaces. • Remove the construction entrance and any remaining temporary erosion control features. Native Growth Retention Area: NGRA) The required native growth retention area for using the small site drainage program requires clearing no more than 2 acres of forested sites and the remaining area of the parcel set aside and protected through a notice on title as Native Growth Retention Area. Sine the site is 0.49 acres, an NGRA would not be required. However, the steep slopes maybe required tobe identified and set aside within sensitive areas. 2 • • APR 27 ? S ri 45 p �ppvir PROJECT CONSISTENCY WITH DECISION MAKING CRITERIA RENAL 2 LOT SHORT PLAT 1360 42 AVE. SOUTH, TUKWILA 98188 1. REHAL SHORT PLAT IS IN CONFORMANCE WITH TUKWILA COMPREHENSIVE PLAN AND ANY OTHER SUCH ADOPTED PLANS AS THE PROPOSAL MEETS LOW DENSITY RESIDENTIAL (LDR) ZONING AND LAND USE OF SINGLE FAMILY RESIDENTIAL. 2. APPROPRIATE PROVISIONS HAVE BEEN MADE FOR WATER, STORM DRAINAGE, EROSION CONTROL AND SANITARY SEWER WITH WATER PROVIDED BY WATER DISTRICT 125 AND SANITARY SEWER BY VAL- VUE SEWER DISTRICT. STORM DRAINAGE AND EROSION CONTROL IS PROVIDED MAINLY ONSITE WITH SPLASH BLOCKS AND BEST MANAGEMENT PRACTICES FOR WATER QUALITY AND WATER QUANTITY. TEMPORARY EROSION TO BE PROVIDED DURING CONSTRUCTION AND PERMANENT EROSION CONTROL PROVIDED BY GRADING AND LANDSCAPE DURING PROJECT CONSTRUCTION. 3. APPROPRIATE PROVISIONS ARE MADE FOR ROAD, UTILITIES AND OTHER IMPROVEMENTS CONSISTENT WITH CURRENT STANDARDS AND PLANS THAT INCLUDE PRIVATE DRIVEWAY TO ACCESS THE PROPOSED TWO LOTS, UNDERGROUND ELECTRICAL POWER - TELEPHONE-CABLE TV. 4. APPROPRIATE PROVISIONS HAVE BEEN MADE FOR DEDICATIONS, EASEMENTS AND RESERVATIONS AS SHOWN ON THE FACE OF THE SHORT PLAT RECORDING DOCUMENT. 5. THE DESIGN, SHAPE, AND ORIENTATION OF THE PROPOSED TWO LOTS ARE APPROPRIATE TO THE PROPOSED RESIDENTIAL USE AND ARE COMPATIBLE WITH THE RESIDENTIAL AREA. MINIMUM LOT SIZE IS 9700 SQUARE FEET WITH FRONTAGE LENGTH EXCEEDING 20 FEET WIDTH. BUILDING SET BACK LINES MEET CURRENT CITY CODE. 6. APPROPRIATE PROVISIONS FOR THE MAINTENANCE OF COMMONLY OWNED FACILITIES HAVE BEEN MADE. THERE ARE NO COMMONLY OWNED FACILITIES PROPOSED. EASEMENTS FOR DRIVEWAY USE FOR THE EXISTING PARCEL ARE IN PLACE AND A NEW EASEMENT FOR ACCESS TO THE NEW LOT IS BEING PROVIDED AS SHOWN ON THE FACE OF THE PLAT DOCUMENT. 7. THE SHORT PLAT COMPLIES WITH THE RELEVANT REQUIREMENTS OF THE TUKWILA ZONING ORDINANCE AND OTHER LOCAL REGULATIONS FOR SHORT PLAT DENSITY (4 DU /AC) AND LAND USE OF RESIDENTIAL. • • VE` 'APR 27 pn . o S � � PROJECT CONSISTENCY WITH DECISION MAKING CRITERIA � REHAL 2 LOT SHORT PLAT 1360 42 AVE. SOUTH, TUKWILA 98188 1. RENAL SHORT PLAT IS IN CONFORMANCE WITH TUKWILA COMPREHENSIVE PLAN AND ANY OTHER SUCH ADOPTED PLANS AS THE PROPOSAL MEETS LOW DENSITY RESIDENTIAL (LDR) ZONING AND LAND USE OF SINGLE FAMILY RESIDENTIAL. 2. APPROPRIATE PROVISIONS HAVE BEEN MADE FOR WATER, STORM DRAINAGE, EROSION CONTROL AND SANITARY SEWER WITH WATER PROVIDED BY WATER DISTRICT 125 AND SANITARY SEWER BY VAL- VUE SEWER DISTRICT. STORM DRAINAGE AND EROSION CONTROL 1S PROVIDED MAINLY ONSITE WITH SPLASH BLOCKS AND BEST MANAGEMENT PRACTICES FOR WATER QUALITY AND WATER QUANTITY. TEMPORARY EROSION TO BE PROVIDED DURING CONSTRUCTION AND PERMANENT EROSION CONTROL PROVIDED BY GRADING AND LANDSCAPE DURING PROJECT CONSTRUCTION. 3. APPROPRIATE PROVISIONS ARE MADE FOR ROAD, UTILITIES AND OTHER IMPROVEMENTS CONSISTENT WITH CURRENT STANDARDS AND PLANS THAT INCLUDE PRIVATE DRIVEWAY TO ACCESS THE PROPOSED TWO LOTS, UNDERGROUND ELECTRICAL POWER — TELEPHONE-CABLE TV. 4. APPROPRIATE PROVISIONS HAVE BEEN MADE FOR DEDICATIONS, EASEMENTS AND RESERVATIONS AS SHOWN ON THE FACE OF THE SHORT PLAT RECORDING DOCUMENT. 5. THE DESIGN, SHAPE, AND ORIENTATION OF THE PROPOSED TWO LOTS ARE APPROPRIATE TO THE PROPOSED RESIDENTIAL USE AND ARE COMPATIBLE WITH THE RESIDENTIAL AREA. MINIMUM LOT SIZE IS 9700 SQUARE FEET WITH FRONTAGE LENGTH EXCEEDING 20 FEET WIDTH. BUILDING SET BACK LINES MEET CURRENT CITY CODE. 6. APPROPRIATE PROVISIONS FOR THE MAINTENANCE OF COMMONLY OWNED FACILITIES HAVE BEEN MADE. THERE ARE NO COMMONLY OWNED FACILITIES PROPOSED. EASEMENTS FOR DRIVEWAY USE FOR THE EXISTING PARCEL ARE IN PLACE AND A NEW EASEMENT FOR ACCESS TO THE NEW LOT IS BEING PROVIDED AS SHOWN ON THE FACE OF THE PLAT DOCUMENT. 7. THE SHORT PLAT COMPLIES WITH THE RELEVANT REQUIREMENTS OF THE TUKWILA ZONING ORDINANCE AND OTHER LOCAL REGULATIONS FOR SHORT PLAT DENSITY (4 DU /AC) AND LAND USE OF RESIDENTIAL. Brandon Miles - SEPA From: Brandon Miles To: rnparnell @hotmail.com Date: 6/14/05 2:59PM Subject: SEPA Bob, • • I reviewed the SEPA statues and talked with Nora regarding Rehal project. You are correct that a single family home and a short plat is exempted for SEPA requirements. However, SEPA is required for any type of land activity in which there will be more than 500 cubic yards of cut/fill, even if the project itself is exempt from SEPA. It needs to be clearly understood that withdrawing the short plat application will not avoid SEPA. If they submit the short plat application in a year or two, the City would still count the cut/fill from the home towards the short plat. In the eyes of SEPA it is still one project. I will need a letter noting that the short plat application has been withdrawn. As I noted at the front counter, it is not the City's policy to refund an application fee when an applicant voluntarily withdraws an application. I also need to see the recorded copy of the easement that will be utilized for the home. Sincerely, Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us Page 1 • • GEOTECHNICAL EVALUATION REPORT PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42 " AVENUE SOUTH TUKWILA, WASHINGTON G -1948 Group Northwest, Inc. Geotechnical Engineers, Geologists & Environmental Scientists • GEOTECHNICAL EVALUATION REPORT PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42 " AVENUE SOUTH TUKWILA, WASHINGTON G -1948 Prepared for Mr. Kulbir Singh Rehal 6229 S. 238 St. Apt. #L202 Kent, WA 98032 December 23, 2004 Geo Group Northwest, Inc. 13240 NE 20th Street, Suite 10 Bellevue, WA 98005 Phone: (425) 649 -8757 E -mail: info @geogroupnw.com s Can Group Northwest, Inc. ■ • • Geotechnlcal Engineers, Geologists & Environmental Scientists December 23, 2004 G -1948 Mr. Kulbir Singh Rehal 6229 S. 238 St. Apt. #L202 Kent, WA 98032 Subject: GEOTECHNICAL EVALUATION REPORT PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42 AVENUE SOUTH TUKWILA, WASHINGTON Dear Mr. Rehal: Per your authorization, Geo Group Northwest, Inc., is pleased to submit this Geotechnical Evaluation Report for the proposed single family residence at the subject property. Our report presents information from our review of the geologic map of the site vicinity and our subsurface investigation on December 17, 2004. This report was prepared in accordance with our proposal to you dated November 29, 2004. PROJECT DESCRIPTION The project site is located on the western side of 42 " Avenue South in Tukwila, Washington at the subject address as shown on the attached Plate 1 - Vicinity Map. Based upon discussions with you and Mr. Baljit Sehmby of John L. Scott Realtors we understand that a new single family residence is proposed for the project site. We understand that if the site is large enough the lot may be subdivided and one home may be built on each of the two lots. The purpose of this report is to provide geotechnical recommendations for the proposed single fly residence. SITE DESCRIPTION The project site consists of an undeveloped residential lot located on the west side of 42n Avenue South. The project lot shares a driveway with a lot with address 13601. A two -story 13240 NE 20th Street, Suite 10 • Bellevue, Washington 98005 Phone 4251649 -8757 • FAX 425/649 -8758 • • December 23, 2004 13601 -1/2 42n Avenue South, Tukwila, Washington home with basement/garage was recently constructed at the 13601 address. G -1948 Page 2 The project lot is an irregularly shaped lot as shown on the attached Plate 2 - Site Map. The site map was prepared based upon a lot diagram provided by Mr. Baljit Sehmby. At the time of report preparation a survey of the site was not available. The lot topography consists of moderate to steep north and northeast facing slopes located on the south side of the lot and adjacent to 42n Avenue South. We estimate that the moderate to steep north and northeast facing slopes have inclinations of roughly 40 to 50 degrees from the horizontal. The remainder of the site consists of three relatively level bench areas which are separated by 8 to 10 foot high steep slopes. Portions of the steep slopes located between the benches are faced with brick walls. Most portions of the walls were completely covered by vegetation. At least at one location, it was apparent that crushed rock and quarry spall rock may have been added to silty site soils and placed behind the walls. A portion of a free - standing cement block wall was located on the western side of the site. The free - standing wall may have been the remnants of a previous building. The project lot is heavily vegetated by blackberry bushes, ivy and some small deciduous trees. A few larger evergreens are located near the top of the north - facing slopes on the southern side of the lot. We probed soils on the steep slopes with a 1/2 -inch diameter hand probe. Probe penetrations ranged from 6 to 8 inches. Soils on the slopes appeared to consist of relatively firm sandy SILT and silty SAND soil. We encountered a 6 -inch diameter PVC pipe at 2.5 to 3 feet below ground surface at test pits TP- 2 and TP -3. GEOLOGIC CONDITIONS According to the geologic map for the site vicinity, soils at the site are described as either glacial till (Qgt) or undifferentiated drift (Qu). The glacial till soils reportedly consist of silt, sand and gravel which was overridden by glaciers during the Vashon stade of the Fraser glaciation. The undifferentiated drift soils are pre - Vashon silt and sand soils. Geo Group Northwest, Inc. December 23, 2004 13601 -1/2 42m Avenue South, Tukwila, Washington SUBSURFACE CONDITIONS We visited the site on December 17, 2003 to conduct a subsurface investigation. We investigated the condition of the surficial site soils by excavating three test pits at the locations shown on the attached Plate 2 - Site Map. At test pit TP -1 soils encountered consisted of loose gravelly silty SAND with quarry spall rock and fine sandy SILT overlying dense gravelly sandy SILT and gravelly silty SAND at a depth of 3.5 feet below ground surface. Quarry spall rock encountered within the overlying gravelly silty SAND suggests that some fills were located at the TP -1 location. Soils encountered in the test pits TP -2 and TP -3 consisted of loose silty SAND and gravelly sandy SILT overlying dense fine silty SAND at depths of 1 to 3.5 feet below ground surface. No groundwater seepage was encountered at the test pit locations. Please see the attached Plates 4 -5 - Test Pit Logs for subsurface details. CONCLUSIONS AND RECOMMENDATIONS General ased on the results of our atudy, it is our professional opinion, that the site is geotechnically . imitable for the prop° e! T a gle.famly residence. The proposed new building �ie sup iced yA on conventio ":P :_<: stings bearing on the dense native soils or on.compacted structural fill placed on top of the dense native soils: Based upon our subsurface investigation the dense native soils were located at depths ranging from 1 to 3.5 feet below ground surface at the test pit locations. Geo Group Northwest, Inc. should be retained to verify that the new home foundation is bearing on the dense site soils at the time of construction, prior to the foundation pour. Earthwork Recommendations • • G -1948 Page 3 The vegetation, downed trees, and topsoil in the proposed building area should be cleared and grubbed. Following topsoil removal the soils in the building pad area should be compacted by vibratory roller. Areas of loose or yielding subgrade soils in the slab -on -grade areas should be over - excavated and replaced with structural fill. Footing subgrades should be over - excavated in accordance with the following section: Spread Footing Foundations. Structural fill may be placed in the over - excavated footing subgrade areas or deeper footings may be poured directly on the dense native soils. Following the footing and stem -wall construction structural fill may be Geo Group Northwest, Inc. December 23, 2004 13601 -1/2 42n Avenue South, Tukwila, Washington • • placed and compacted in the slab -on -grade area up to the proposed finish slab subgrade elevation. Erosion Control Because the site soils consist of silty SAND and sandy SILT soils and because moderate to steep slopes are located at the site it is our opinion that there is a moderate erosion hazard at the project site. We recommend that a filter fabric fence be installed downhill of the proposed construction area to prevent sediment laden water from flowing off -site. If moderate to steep angle slopes are disturbed as a result of construction we recommend that the disturbed slope areas be covered with plastic sheeting during construction. Permanent vegetation should be re- established and maintained following construction on all moderate to steep inclination native slopes at the project site. Jute netting can be placed on the disturbed slope areas to aid in the re- vegetating of disturbed slope areas. Steep cut slopes should be faced with rockery rocks in accordance with the Standard Rock Wall Construction Guidelines by the Association of Rockery Contractors. Spread Footing Foundations Individual spread footings may be used for supporting columns and strip footings for bearing walls. The building footings may be placed on top of the dense native sand soils or on top of structural fill placed on top of the dense native site soils. Based upon our investigation we anticipate that dense native sand soils are located at approximately 1 to 3.5 feet below ground surface. The actual depth to dense soils at the foundation locations should be verified by Geo Group Northwest, Inc. at the time of construction. Some over - excavation may be necessary to remove overlying loose to medium dense soils from the footing subgrade areas. Our recommended minimum design criteria for foundations bearing on the dense site soils or compacted structural fill are as follows: • Allowable bearing pressure, including all dead and live loads Dense native soil Compacted structural fill Geo Group Northwest, Inc. = 2000 psf = 2000 psf G -1948 Page 4 • • December 23, 2004 13601 -1/2 42 " Avenue South, Tukwila, Washington • Minimum depth to bottom of perimeter footing below adjacent exterior grade = 18 in. • Minimum depth to bottom of interior footings below top of floor slab = 18 inches • Minimum width of wall footings = 16 inches • Minimum lateral dimension of column footings = 24 inches • Estimated post - construction settlement = 1/4 inch • Estimated post - construction differential settlement; across building width = 1/4 inch A one -third increase in the above allowable bearing pressures can be used when considering short-term transitory wind or seismic loads. Lateral loads can also be resisted by friction between the foundation and the supporting compacted fill subgrade or by passive earth pressure acting on the buried portions of the foundations. For the latter, the foundations must be poured "neat" against the existing undisturbed soil or be backfilled with a compacted fill meeting the requirements for structural fill. Our recommended design parameters are as follows: - Passive Pressure (Lateral Resistance) • 350 pcf equivalent fluid weight for compacted structural fill • 350 pcf equivalent fluid weight for native dense soil. - Coefficient of Friction (Friction Factor) • 0.35 for compacted structural fill • 0.35 for native dense soil G -1948 Page 5 We recommend that footing drains be placed around all perimeter footings and that site grades direct surface water away from the building. The footing drain should consist of a four (4) inch minimum diameter, perforated or slotted, rigid drain pipe laid at or near the bottom of the footings with a gradient sufficient to generate flow, as schematically illustrated on Plate 6 - Typical Footing Drain Detail. The drain line should be bedded on, surrounded by, and covered Geo Group Northwest, Inc. Slab -On -Grade Concrete Floors • • December 23, 2004 13601 -1/2 42n Avenue South, Tukwila, Washington Structural Fill Structure Percentage Max. Dry Density Building Foundations 95% Slab -on -grade concrete floors 95% Pavements (top 12- inches) 95% Pavements (below the top 12- inches) 90% Geo Group Northwest, Inc. G -1948 Page 6 with a free - draining rock, pea gravel, or other free - draining granular material. The drain rock and drain line should be completely surrounded by a geotextile filter fabric, Mirafi 140N or equivalent. The footing drain line should be tightlined to the stormwater system. Downspout drain pipes should be separately tightlined to disharge into the stormwater system. Slab -on -grade floors may be constructed on the medium dense to dense site soils or on compacted structural fill that extends down to the medium dense site soils provided that the subgrade is firm and unyielding at the time of construction. The condition of slab -on -grade subgrades should be approved by Geo Group Northwest, Inc. representatives prior to concrete slab pour. To avoid moisture build -up on the subgrade, slab -on -grade floors should be placed on a 6 -inch thick capillary break, crushed rock base. The crushed rock base should consist of an angular crushed rock containing no more than five (5) percent finer than the No. 4 sieve and a diameter ranging from 5/8 inch to 2- inches. Typically a vapor barrier, such as a 6 -mil plastic membrane, is placed over the capillary break beneath the slab to reduce water vapor transmission through the slab. Two to four inches of sand may be placed over the barrier membrane for protection during construction. Structural fill consists of soil or aggregate free of deleterious debris and organic material which is capable of being compacted to meet the following compaction requirements. We recommend that the structural fill consist of a free- draining pit -run sand or gravel containing less than 5 percent passing the #200 sieve. Fill placed under the following structures shall be compacted to meet or exceed the noted percentage of maximum dry density in accordance with the modified density - moisture curve per ASTM -D- 1557 -91: December 23, 2004 13601 -1/2 42n Avenue South, Tukwila, Washington LIMITATIONS AND ADDITIONAL SERVICES G -1948 Page 7 This report has been prepared for the specific application to this site for the exclusive use of Mr. Kulbir Singh Rehal and his authorized representatives. Any use of this report by other parties is solely at that party's own risk. We recommend that this report be included in its entirety in the project contract documents for reference during construction. Our findings and recommendations stated herein are based on field observations, our experience and judgement. The recommendations are our professional opinion 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 and within the budget constraint. No warranty is expressed or implied. In the event that soil conditions not anticipated in this report are encountered during site development, Geo Group Northwest, Inc., should be notified and the above recommendations should be re- evaluated. We recommend that Geo Group Northwest, Inc., be retained to verify that the new house foundations are bearing on dense native soils and that slab -on -grade floor subgrades are unyielding at the time of construction. If structural fills are placed at the site we recommend that Geo Group Northwest, Inc. be retained to verify that fills are compacted to meet the minimum structural fill requirements. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Sincerely, GEO GROUP NORTHWEST, INC. efeiaee_c Adam. Gaston William Chang, P.E. Staff Engineer Principal Geo Group Northwest, Inc. EXPIRES: 2/19/ CZ • • December 23, 2004 13601-1/2 42 " Avenue South, Tukwila, Washington Attachments: Plate 1 Plate 2 Plate 3 Plate 4 -5 Plate 6 - Vicinity Map Site Map USCS Legend Test Pit Logs Typical Footing Drain Detail Geo Group Northwest, Inc. G -1948 Page 8 PROJECT SITE GEO Group Northwest, Inc. Geotechnical Engineers, Geologists, & Environmental Scientists • VICINITY MAP PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42ND AVENUE SOUTH TUKWILA, WASHINGTON SCALE: NONE 1 DATE: 12/20/04 Lent-. A (: ruTrn Uur 1 .,,,, .,,,_ 1 • • TP -1 LEGEND TP -1 TP -2 TP -3 TEST PIT NUMBER AND APPROXIMATE LOCATION Note: Test pit locations are estimated relative to the apparent outline of the project lot. At the time of our subsurface investigation a site survey was not available and there were no markings at the site to indicate the actual lot lines. Geo Group Northwest, Inc. assumes no responsibility for the accurate location of test pits on the lot or at the proposed house locations. Group Northwest Inc. Geotechnical Engineers, Geologists, & Environmental Scientists SITE MAP PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42ND AVENUE SOUTH TUKWILA, WASHINGTON SCAT T'. A Tr1ATn ... PLASTICITY CHART FOR SOIL PASSING NO. 40 SIEVE , A -Line S� or OH , CH , CL or OL A _ MH or OH OL 41111•11/ A COARSE - GRAINED SOILS More Than Hall by Weight Larger Than No. 200 Sieve FINE- GRAINED SOILS More Than Half by Weight Smaller Than No. 200 Sieve FRACTION SILT / CLAY SAND FINE MEDIUM COARSE GRAVEL FINE COARSE COBBLES BOULDERS ROCK F RAGMENTS. ROCK MAJOR DIVISION GRAVELS (More Than Half Coarse Grains Larger Than No. 4 Sieve) (More Than Half Coarse Grains Smaller Than No. 4 Sieve) SILTS (Below A -Line on Plasticity Chart, Negligible Organic) CLAYS (Above A -Line on Plactidty Chart, Negligible Organic) ORGANIC SILTS & CLAYS (Below A -Line on Placticity Chart) HIGHLY ORGANIC SOILS SOIL PARTICLE SIZE Passing Sieve #200 #40 #10 #4 SANDS U.S. STANDARD SIEVE Size (mm) 0.075 0.425 2 4.75 19 76 LEGEND OF SOIL CLASSIFICATION AND PENTRATION TEST CLEAN GRAVELS (little or no fines) DIRTY GRAVELS (with some fines) CLEAN SANDS (little or no fines) DIRTY SANDS (with some fines) Liquid limit <50% Liquid Limit > 50% Liquid Unlit <30% Liquid Limit > 50% Liquid Limit < 50% Liquid Limit > 50% Sieve #200 #40 #10 #4 76 mm 10 203 mm > 203 mm >76nm Retained >0.76 cubic meter in volume UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) GROUP SYMBOL GW GP GM GC SW SP SM SC ML MH CL CH OL OH Pt Size (mm) 0.075 0.425 2 4.75 19 TYPICAL DESCRIPTION WELL GRADED GRAVELS, GRAVEL-SAND MIXTURE, LITTLE OR NO FINES POORLY GRADED GRAVELS, AND GRAVEL -SAND MIXTURES LITTLE OR NO FINES SILTY GRAVELS, GRAVEL - SAND -SILT MIXTURES CLAYEY GRAVELS, GRAVEL - SAND -CLAY MIXTURES WELL GRADED SANDS, GRAVELLY SANDS, LIITLE OR NO FINES POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES SILTY SANDS, SAND -SILT MIXTURES CLAYEY SANDS, SAND-CLAY MIXTURES INORGANIC SILTS, ROCK FLOUR. SANDY SILTS OF SLIGHT PLASTICITY INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS, FINE SANDY OR SILTY SOIL INORGANIC CLAYS OF LOW PLASTICITY, GRAVELLY, SANDY, OR SILTY CLAYS, CLEAN CLAYS INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY ORGANIC CLAYS OF HIGH PLASTICITY PEAT AND OTHER HIGHLY ORGANIC SOILS Blow Counts N 0 -4 4 -10 10 -30 30 - 50 > 50 GEO Relative Density 0 -15 15.35 35 -65 65 -85 85 - 100 SANDY SOILS Friction Angle 4), degree 26 - 30 28 -35 35 - 42 38 - 46 DETERMINE P ERCENTAGES OF GRAVEL AND SAND FROM GRAIN SIZE DISTRIBUTION CURVE COARSE GRAINED SOILS ARE CLASSIFIED AS FOLLOWS: < 5% Fine Grained: GW, GP, SW. SP > 12% Fine Grained: GM, GC, SM, SC 5 to 12% Fine Grained: use dual symbols 60 50 W 40 Z LABORATORY CLASSIFICATION CRITERIA 30 U 20 cn - 10 0 Description Very Loose Loose Medlum Dense Dense Very Dense 10 Cu = (D60 /1310) greater than 4 Cc = (D302) / (D10 ' D60) between 1 and 3 Group Northwest, Inc. Geotechnical Engineers, Geologists, & Environmental Scientists , 13240 NE 20th Street, Suite 12 Bellevue, WA 98005 Phone (425) 649 -8757 Fax (425) 649 -8758 NOT MEETING ABOVE REQUIREMENTS CONTENT OF FINES EXCEEDS 12% ATTERBERG LIMITS BELOW 'A" LINE. or P.I. LESS THAN 4 ATTERBERG LIMITS ABOVE ' A' LINE. or P.1. MORE THAN 7 Cu = (060 / 010) greater than 6 Cc = (D30 / (D10 ' D60) between 1 and 3 NOT MEETING ABOVE REQUIREMENTS CONTENT OF FINES EXCEEDS 12% ATTERBERG LIMITS BELOW 'A' LINE with P.I. LESS THAN 4 ATTERBERG LIMITS ABOVE ' A' LINE with P.I. MORE THAN 7 20 30 40 LIQUID LIMIT ( %) GENERAL GUIDANCE OF SOIL ENGINEERING PROPERTIES FROM STANDARD PENETRATION TEST (SPT) Blow Counts N <2 2 -4 4 -8 8 -15 15 -30 > 30 60 70 80 90 10 11 0 0 SILTY & CLAYEY SOILS Unconfined Strength tsf <025 025-0.50 0.50-1.00 1.00-2.00 2.00-4.00 >4.00 Description Very soft Soft Medium Stiff Stiff Very Stiff Hard PLATE 3 DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTSI COMMENTS — SM Dark brown gravelly silty SAND with some quarry spall rock, moist, loose 1 S1 16 FILL — - -- - - ♦ S2 22.6 — ML Tan fine sandy SILT with some fine gravel, moist, loose 1 S3 19.4 NATIVE — ML Brown gravelly sandy SILT, moist to wet, dense 1 S3 30.6 5 — SM Orange gravelly silty SAND, moist, dense 1 S4 23 NATIVE — SM Blue -gray very fine silty SAND, moist, dense 1 S5 26.2 1 S5 26.5 — Total depth of test pit = 6 feet Total depth of test pit = 9 feet _ No groundwater seepage No groundwater seepage 10 _ Quarry spall rock and crushed rock were encountered just north of the test pit. The rock fills appear to be fill behind a cement block wall. 15 — DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTSI COMMENTS SM Brown fine silty SAND, moist to wet, loose to medium dense 1 S1 22.1 — SM Tan fine silty SAND, moist, dense — 1 S2 25.6 NATIVE 5 1 S3 30.6 — SM Gray very fine silty SAND, moist, dense 1 S4 29 — SM Blue -gray very fine silty SAND, moist, dense 1 S5 26.5 10 — Total depth of test pit = 9 feet _ No groundwater seepage _ Quarry spall rock and crushed rock were encountered just north of the test pit. The rock fills appear to be fill behind a cement block wall. — 15 LOGGED BY AG TEST PIT NO. TP -1 TEST PIT DATE: 12/17/04 LOGGED BY AG TEST PIT NO. TP -2 TEST PIT DATE: 12/17/04 Group Northwest, Inc. Geotechnical Engineers, Geologists, 8 Environmental Scientists TEST PIT LOGS PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42ND AVENUE SOUTH • TUKWILLA, WASHINGTON JOB NO. G -1948 I DATE 12/17/04 I PLATE 4 LOGGED BY AG TEST PIT NO. TP -3 TEST PIT DATE: 12/17/04 LOGGED BY TEST PIT NO. TEST PIT DATE: GEO Group Northwest, Inc. lam, Geotechnical Engineers, Geologists, & Environmental Scientists TEST PIT LOGS PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42ND AVENUE SOUTH TUKWILLA, WASHINGTON 1 JAR NA (3_10A2 flay., in /107/A.1 DEPTH ft. DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS/ COMMENTS _ — —_____ — 5 5 — 10 15 ML SM SM Dark brown and brown gravelly sandy SILT, moist, loose Tan fine silty SAND, moist, loose Medium dense at 3 feet bgs Tan fine silty SAND, moist, dense 1 SI S2 1 S3 1 S4 24 25.8 21.6 18 FILL NATIVE • — — 10 15 Total depth of test pit = 5 feet No groundwater seepage LOGGED BY AG TEST PIT NO. TP -3 TEST PIT DATE: 12/17/04 LOGGED BY TEST PIT NO. TEST PIT DATE: GEO Group Northwest, Inc. lam, Geotechnical Engineers, Geologists, & Environmental Scientists TEST PIT LOGS PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42ND AVENUE SOUTH TUKWILLA, WASHINGTON 1 JAR NA (3_10A2 flay., in /107/A.1 DEPTH ft. USCS SOIL DESCRIPTION SAMPLE No. Water % OTHER TESTS/ COMMENTS 5 — 10 15 LOGGED BY AG TEST PIT NO. TP -3 TEST PIT DATE: 12/17/04 LOGGED BY TEST PIT NO. TEST PIT DATE: GEO Group Northwest, Inc. lam, Geotechnical Engineers, Geologists, & Environmental Scientists TEST PIT LOGS PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42ND AVENUE SOUTH TUKWILLA, WASHINGTON 1 JAR NA (3_10A2 flay., in /107/A.1 CO BACKFILL WITH COMPACTED NATIVE SOIL GEOTEXTILE FILTER FABRIC, MIRAFI 140N OR EQUIVALENT FREE DRAINING BACKFILL CONSISTING OF WASHED ROUND ROCK OR CRUSHED ROCK MINIMUM 4 INCH DIAMETER PERFORATED PVC PIPE LEVEL OR WITH POSIT VE GRADIENT TO DISCHARGE LE NONE NOT TO SCALE NOTES: 1.) Do not replace rigid PVC pipe with flexible corrugated plastic pipe. 2.) Perforated or slotted PVC pipe should be tight jointed and laid with perforations or slots down, with positive gradient to discharge. 3.) Do not connect roof downspout drains into the footing drain lines. Group Northwest, Inc. Geotechnlcal Engineers, Geologists, & Environmental Scientists DATE MADE AG CHKD WC TYPICAL FOOTING DRAIN DETAIL PROPOSED SINGLE FAMILY RESIDENCE 13601 -1/2 42ND AVENUE SOUTH TUKWILA, WASHINGTON JOB ND. G -1948 1111E1111411 PLATE 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @tukwila.wa.us SHORT PLAT NUMBER DECLARATION: KNOW ALL MEN BY THESE PRESENT MAT WE. THE UNDERSIGNED. OWNER(S) 114 FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDMSION THEREOF PURSUANT TO ROW 58 .17.060 AND ACKNOWLEDGE THAT SAID SUBDMSION SWILL NOT BE FURTHER DMDED M ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WITHOUT THE FILING OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDMSION AND THE SAME S MADE WITH THE FREE CONSENT AND IN ACCORDANCE VAN THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. NAME' NAME NAMES NAME; STATE OF WASHINGTON COUNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE INDMDUAL WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE/SHE SIGHED THE SAME AS HIS /HER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREN MENTIONED. GNEN UNDER MY HAND AND OFFICIAL SEAL TWS__DAY OF 20 LAND SURVEYOR'S CERTIFICATE: CHAIRPERSON. SHORT SUBDMSION COMMITTEE SURVEY IN_ N.E. _ 1 /4 OF S.W. 1 /4 OF SECTION 15_, T. 23 N., R. 4 E., W.M., IN KING COUNTY, WASHINGTON SIGNATURE. NAME AS COMMISSIONED TM F. MY APPOINTMENT EXPIRES. STATE OF WASHINGTON COUNTY OF KING ON 1705 DAY PERSONALLY APPEARED BEFORE MT TO ME KNOWN TO BE THE INDMDUAL WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNON1EDGED THAT HE/ SHE SIGNED THE SAME AS HIS /HER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MEN1TONEO. GNEN UNDER MY HAND AND OFFICIAL SEAL THIS ___DAY OF 20_ SIGNATURE: WINE AS COMMISSIONED. TM F. MY APPOINTMENT EXPIRFS• REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES. COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL: REVIEWED AND APPROVED BY THE SHORT SUBDMSION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF 2D APPROVALS: THIS RECORDING CERTIFICATE: FILED FOR RECORD AT THE REQUEST_ OF THE CRY OF TUKWILA THIS DAY OF , 20 AT MINUTES PAST N, AND RECORDED IN VOLUME _OF PLATS, ON PAGE RECORDS OF KING COUNTY, WASHINGTON. KING COUNTY MANAGER SUPT. OF RECORDS AND ELECTIONS CITY OF TUKWILA SHORT PLAT FOR KULR.R AND DAVINDER REHAL LOCATED IN THE N.E. 1/4, OF THE S. W. 1/4, OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON KING COUNTY FINANCE DIVISION I CERTIFY THAT ALL PROPERTY TAXES ARE PAID AND THAT A DEPOSIT WAS BEEN MADE IN SUFFICIENT /MOUNT TO PAY THE TAXES FOR THE FOLLOWING YEAR THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION; AND THAT ALL SPECIAL ASSESSMENTS ON ANY OF THE PROPERTY HERON DEDICATE AS STREETS, ALLEYS. OR FOR OTHER PUBUC USE ARE PAID IN FULL DAY OF 20_ KING COUNTY TREASURER DEPUTY KING COUNTY TREASURER LEGAL DESCRIPTION (OLD): (PER FIDELITY TIRE COMPANY ORDER NO. 0521763) ALL THAT PORTION OF LOT 1, BLOCK S, ROBBINS VIEW TRACT ADDITION TO RNERTON, PL ACCORDING TO THE AT THEREOF, RECORDED IN VOLUME 17 OF PLATS. PAGE 90. IN KING COUNT. WASHINGTON, LYING NORTH OF A UNE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LIME OF SAID LOT WHICH BEARS NORTH 00'07'36' EAST 153.15 FEET FROM THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 7839'09' WEST 45.88 FEET TO A POINT ON THE'WEST UNE OF SAID LOT WHICH BEARS NORTH 0007'36 EAST 162.08 FEET FROM THE SOUTHWEST CORNER OF SOUTH UN£. 5410 POINT BEING DESIGNATED HEREIN AS POINT '6'; TOGETHER WITH THE NORTH 90.00 FEET OF THE SOUTH 310.00 FEET OF THE WEST 90.00 FEET OF THE EAST 170.00 FEET OF TRACT A OF SAID ADDMON; TOGETHER WITH THAT PORTION OF THE EAST 80.00 FEET OF SAID TRACT A LYING NORTH OF A UNE DESCRIBED AS FOLLOWS: BEGINNING AT THE' ABOVE MENTIONED POINT '8" ON THE EAST UNE OF SAID TRACT, THENCE NORTH 7839'09' WEST 12.19 FEET; THENCE SOUTH 4840'49' WEST 93.72 FEET TO THE SOUTHEAST CORNER OF THAT PORTION OF 5410 TRACT DESCRIBED ABOVE SITUATE IN THE COUNTY OF KING, STATE OF WASH/NGTOK LEGAL DESCRIPTION (NEW): LOT 1: A PORTION OF LOT 1 AND TRACT A. 131300K TO RIVERTON, ACCORDING TO THE PLAT 71.REOF, RECORDED IN VOLUME 17 OF PLATS. PAGE 90, IN KING COUNTY, WASHINGTON, LYING NORTH OF A UNE DESCRIBED AS FOLLOWS: BEGINNING AT .4 POINT ON THE EAST LIME OF SAID LOT 1 WHICH BEARS NORTH 00'07'36' EAST 153.15 FEET FROM THE SOUTHEAST CORNER OF SAID LOT 1; THENCE NORTH 7838 WEST 58.06 FEET; THENCE SOUTH 4640'49' WEST 66.18 FEET; THENCE NORTH 00'07.36 EAST 71.06 FEET; THENCE NORM 89'52'24' WEST 20.00 FEET; THENCE NORTH 00'07'36' EAST 83.25 FEET TO THE SOUTH UNE OF C.C. LEWIS DEDICA77ON UNE; THENCE NORTH 89'26'27' EAST 30.49 FEET TO A POINT OF CURVATURE TO THE LEFT ON THE WESTERLY MARGIN OF 42ND AVENUE SOUTH. 11410940 A RADIUS OF 130.00 FEET WHICH BEARS NORTH 4907'30' EAST, AND A CENTRAL ANGLE OF 23'50'30'; THENCE ALONG SAID CURVE 54.09 FEET; THENCE CONTINUING ALONG 5.41D WESTERLY MARGIN SCUM 64'43'00' EAST 57.08 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTH 00'07'36' WEST ALONG THE EAST UNE OF SAW LOT 1, 63.82 FEET TO THE POINTVOF BEGINNING. LOT 2: A PORTION OF TRACT A. BLOCK 5. ROBBINS VIEW TRACT ADDITION TO RIVERTON, ACCORDING TO THE PUT THEREOF, RECORDED N VOLUME 17 OF PLATS, PAGE 90. IN KING COUNTY. WASHINGTON, LYING NORTH OF A UNE DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST UNE OF 5410 TRACT A WHICH BEARS SOUTH 00'07.36 WEST 76.03 FEET FROM T146 NORTHEAST CORNER OF SAID TRACT A THENCE NORTH 7838.53' WEST 12.19 FEET; THENCE COUNT 4640'49' WEST 66.18 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 4840'49' WEST 27.55 FEET; THENCE NORTH 89'5224' WEST 90.00 FEET; THENCE NORTH 00'07'36 FAST 90.00 FEET; THENCE SOUTH 89'5274' EAST 110.00 FEET; THENCE SOUTH 00.07'36. WEST 77.06 FEET TO THE POINT OF BEGINNING. OWNERS} KULBIR & DAVINDER REHAL ADDRESS- 6229 S. 23801 Si. PHONF' 206 -391 -7275 CRY: KENT STATT WASHINGTON / 98032 KING COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY OF 20 KING COUNTY ASSESSOR PEE NUMBER(S) 736060 -0271 DRAWN BY T.E.C. CHECKED BY 0.8.14. DEPUTY ASSESSOR EXCEPTIONS OF RECORD: (PER FIDELITY TITLE COMPANY ORDER NO. 0521763) EASEMENT AND THE TERMS AND CONDITIONS THEREOF:: GRANTEE PACIFIC TELEPHONE AND TELEGRAPH COMPANY, A CALIFORNIA CORPORATION PURPOSE: ELECTRIC TRANSMISSION UNE AREA AFFECTED: OVER AN UNDETERMINABLE PORTION OF 5.410 PREMISES RECORDED: AIRY 21, 1930 RECORDING N0.: 2605916 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE SEWER AND WATER LINES AREA AFFECTED: PORTION OF 541D PREMISES AND OTHER PROPERTY RECORDED: JULY 22, 1981 RECORDING NO.: 8107220758 VICINITY MAP T Cramer Northwest Inc. Surveyors Planners & Engineers 943 N. CENTRAL. STE. /104. KENT. WA 98032 E -MAIL: cnlOeramomo.cam (253)852 -4880 (local) or (-(800)251-0189 (tall free) (253)852 -4955 (fax) DATE 4/25/2005 SCALE N/A I VOLUME PAGE JOB NUMBER 2004 -250 SHEET 1 OF 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @tukwila.wa.us SHORT PLAT NUMBER FOUND STONE MONUMENT W IN CASE AT S.W. CDR C.C. LEWIS DEDICATION (HELD) y :a 14392627E 90434' 7 ti FOUND 1/7 REBAR ' • 1373r 0. 0.19' N & 1.02'E OF PROP. COR J *5 // 8 J j1 - ?5224W 93I10' 4;;) R , l� l j ti 6 / /ti ^iti • STONE FOUND W/ .X N CASE AT S 140TH ST. 346 LOT2 '9711t SO. FT. IL 8 0575 INSTRUMENTATION :: INSTRUMENT USED: GEOMETER 600 FIELD SURVEY CONTROL METHOD: CLOSED LOOP TRAVERSE MINIMUM CLOSURE 1:22.000 IN COMPLUINCE WITH REOUIREMENTS OF WAC. 332 -130 -090 31 6 M / , 3S 22 - 24j 33o s 6 J42- \ N CITY OF TUKWILA SHORT PLAT FOR KULBIR AND DAVINDER REHAL LOCATED IN THE N.E. 1/4, OF THE S. W. 1/4, OF SECTION! 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON 334 21D0 3 OWNER(S): KULBIR & DAVINDER RENAL ADDRESS: 6229 S. 238TH ST. PHONE: 2 391 -7275 CITYL KENT STATE: WASHINGTON 1 12' RCP =331.15 3 34 .-------1 344-, 11. 4070 of 3 3161150. TT. .,Am --�3� LOT 1 `l 1 f 11./50t� ` --� 55�� ` � 3 5 3 g -- -- e 45b. 386— ZIP: 98032 N TL 2 ♦ BENCHMARK 100 CENTER BOLT ON F.H. EL- 336.58. Us, FEET (ASSIRIED) SURVEY I N•E• 1/4 OF S W 1/4 OF SECTION 15 , T 23 N., R. 4 E., W.M., IN KING COUNTY, WASHINGTON DRAWN BY CHECKED BY T.E.C. O.B.H. DATE SCALE GRAPHIC SCALE 30 0 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 371H AVENUE SOUTH BEING NORTH 03'50'15 WEST AS SHOWN ON THE PLAT OF ROBBINS' VIEW TRACT ADDITION TO RNERTON RECORDED IN VOLUME 17 OF PLATS, AT PACE 90. RECORDS OF KING COUNTY. WASHINGTON. NOTES: 1. MONUMENTS LAST VISITED 12 -4-03. VERTICAL DATUM: ASSUMED. BENCHMARK: TOP CENTER BOLT ON FIRE HYDRANT ELEVATION - .336.58 U.S. FEET (ASSUMED). CONTOUR INTERVAL: 2.00 U.S FEET. 4/25/2005 1 " =30' JOB NUMBER VOLUME PAGE LEGEND: ® FOUND MONUMENT AS DESCRIBED o SET 1/7 REBAR AND CAP '40016/18898' A FOUND REBAR & CAP AS 0650 08113 ® CULVERT ♦ FIRE HYDRANT • WATER VALVE ® WATER METER tmurY POLE OT GAS METER —6— BURIED GAS UNE PAINT > 36' MAPLE SHEET 30 1" =30' i Cramer Northwest Inc. Surveyors Planners & Engineers 945 N. CENTRAL. STE. #104, KENT, WA 98032 E-MAIL: cnlOcramemw.com (253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax) 2004 -250 2 OF 2 1 FOUND STONE MONUMENT W/ 'X IN CASE AT S.W. COR. C.C. LEWIS DEDICATION (HELD) /\b a tiS /% / 2�v ■ - 348 , � '' ▪ - ... h, / y / �■ r;r,;C'sK.. ,..?/',..?/'//,'") /4 ////', , \ . , s `- - ^ ' a r 0 h / / /, /1/ / // / h / / j�� j \ l \LP \ / I I I I I I I I I j Ii / 1111 Il lll / ) 1 , 11, / 1 AI / 1 1 1 j // / I I 1 l • I l I I ^) l 1 I 1 I I I 1 o/ ! i 1 1 j TL ' I FOUND STONE MONUMENT W/ X' IN CASE AT S. 1401)1 ST. N8976'27 "E 904.34' .tl Al \ I i 1 1 / / / , / g952'24'W 90.00' I / /�/ / /////// // 1 / / /,/ h / : / 0 / � 6 / / // 4,10_,V, „ y y 'y � / /h ; / h IL (0575 _ / ® 3 nI 311 , 2 8 26 , I 3305 332- - - - --- , 334 - - 342 - -_ ▪ Z: •1 J 30.49 \ \ 1 � , . . . \ u 47- {�. ' - \ ��t --3,38 ,^U 35 / / / % / / / /// 3 2 ' 0« // / / / � 7 / // //,1, / N78 ; 7 8371y /., /. 1' 9 '). i/ ,-i \ ti1 4 f _ ,� - - i IL /0530 2 382 -384 - 386- n. - - 338 ` 340 \ \' --- -- 342 3 11 /0271 \ \ \�� 346 - 35 2 21.161± SQ. FT. \ \- 348 - '_' 1 LOT 1 \ \ \ _- 35 --� 11,450± LOT FT. �3 56 3 BENCHMARK TOP CENTER BOLT ON F.H. EL= 336.58 U.S. FEET (ASSUMED) 71 /0275 IE 11' RCP = 331.45 20 1' =20 Scale 0 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 37THI AVENUE SOUTH BEING NORTH 03'50'15' WEST AS SHOWN ON THE PLAT OF ROBBINS' VIEW TRACT ADDITION TO WVERTON RECORDED IN VOLUME 17 OF PLATS. AT PAGE 90. RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION (OLD): (PER CHICAGO TIRE COMPANY ORDER NO. 1143127) ALL THAT PORTION OF LOT 1, BLOCK 5. ROBBINS VIEW TRACT ADDITION TO RIVERTON. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS. PAGE 90, IN KING COUNTI', WASHINGTON. LYING NORTH OF A UNE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST UNE OF SAID LOT WHICH BEARS NORTH 00'07'36 EAST 153.15 FEET FROM THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 7839'09' WEST 45.88 FEET TO A POINT ON THE WEST UNE OF SAID LOT WHICH BEARS NORTH 00'0T36' EAST 162.08 FEET FROM THE SOUTHWEST CORNER OF SOUTH LINE SAID POINT BEING DESIGNATED HEREIN AS POINT 'B'; TOGETHER WITH THE NORTH 90.00 FEET OF THE SOUTH 310.00 FEET OF THE WEST 90.00 FEET OF THE EAST 170.00 FEET OF TRACT A OF SAID ADDITION; TOGETHER WITH THAT PORTION OF THE EAST 80.00 FEET OF SAID TRACT A LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE ABOVE MENTIONED POINT 'B' ON THE EAST UNE OF SAID TRACT; THENCE NORTH 76'39D9' WEST 12.19 FEET; THENCE SOUTH 48'40•49 WEST 9.3.72 FEET TO THE SOUTHEAST CORNER OF THAT PORTION OF SAID TRACT DESCRIBED ABOVE NOTES: 1. MONUMENTS 7.851 VISITED 12 -4-03. VERTICAL DATUM: ASSUMED. 0 Feet COWES wig} f CONTOUR INTERVAL: 2.00 US. FEET. BENCHMARK: TOP CENTER BOLT ON FIRE HYDRANT ELEVATION - 336.58 US. FEET (ASSUMED). • No. Date By Ckd. Appr. Revision rawn� 8y Approved By RNP 1 - 20' Lie Bogle: RNP R. N. PARNELL COMPANY avll ENGII01810193 /1103950381M3 MANAGEMla 4422187MPlace S.I3 Issaquah, WA 98027 Pho7 e:(425)643 -3560 Fac (425)641 -5095 KULBIR SINGH RENAL NW CUSTOM HOMES 802 46TH ST. NE, APT. 1 -204 AUBURN, WA 98002 (208) 235-2188 RENAL. SHORT_ PLAT SENSITIVE AREAS PLAN 13601 'A 42 AVE. SOUTH TUKWILA, WA 98188 TAX LOT NUMBER: 7380800271 RECEIVED 'APR 2 7 2005 COMMUNITY DEVELOPMENT Sheet - . Of N0. Date By Ckd. APPT• W/ ')(" IN CASE AT S.W. CDR. C.C. LEWIS DEDICATION (HELD) FOUND STONE MONUMENT 0V Q' S t % /� / / / /I //' II / 3\ / /l 1 I GC \� I/ 1 1 1 1 1 40 - / Ili' I 1 I 1 / lilt II 1 / IIII 1 / /III 1111 / 1 I I I 1 1 1 1 / //it 11 / 1 / / 1 . i I J'10 • l � 1 � / I � � , j 2 \ / I I I I I I I / 1 .1 I 1 I I- FOUND 1 2' REBAR & C AP '13731' I I i / 0.19 N. & 1,02 E OF PROP. COR. I I . / 't 24: /0 11 (0532 .F g ?. FOUND STONE MONUMENT W/ X" IN CASE AT S 140TH ST. N892627'E 904.34' / i / / \ ;-:4 ^`: er•- • ■ ,�S -.`ice •.._S Revision 1L /0531 HOUSE S8952'24'E 90.00' BSI11Q &Q & C AP 1L /0575 vs Ta�: Approved By: RNP Checked By 1' - 20' oaBT ■ ■ 24 32 2 32d �__ ` 2 8 326 ; - 3303 332— rid a 334 - - - _ 334 32 0 358 / LOT-1 y 6 //// / \ // / 2 v..._....8 - / "I • z / / // i \ / ' - // /$ 38� .i� /� ,� \ \ n 1 7f // i' / / \ / 2 // R /0271 \ - _ - - 35 SQ. FT \\ LOT 1 )\ . 11,450± S0. FE . - 356 - _ 5 11 /0530 #76.38. y STORMWATER TO BE HANDLED ON EACH LOT AND DRIVEWAYS USING BAPS 1 392 —384 386 --' RNP R. N. PARNELL COMPANY CIVIL IINGIl IM140 ENGINEERING MANAGEMENT' 4422 187th Plea SR Issaquah. WA 98027 Phama (425) 643 -3560 Far (425) 641 -5095 Igt ~ - 338 _ 340 544.- 42 46 -_ IL /0275 L•1 BENCHMARK TOP CEMER BOLT ON F.H. EL= 336.58 U.S. FEET (ASSUMED) IE 12' RCP = 331.45 NEW WATER METERNJ I INSTALL NEW 6' PVC SANITARY SEWER TO SERVE THE THREE LOTS/RESIDENCES. REMOVE OR ABANDON THE EXISTING 4'. KULBIR SINGH RENAL NW CUSTOM HOMES 802 46TH ST. NE, APT. 1 -204 AUBURN, WA 98002 (208) 235 -2188 BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE CENIERUNE OF 37TH'AVENUE SOUTH BEING NORTH 03'50'15' WEST AS SHOWN ON THE PLAT OF ROBBINS' VIEW TRACT ADDITION TO RIVERTON RECORDED IN VOLUME. 17 OF PLATS, AT PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION (OLD): (PER CHICAGO TITLE COMPANY ORDER NO. 1143127) ALL THAT PORTION OF LOT 1, BLOCK 5, ROBBINS VIEW TRACT ADDITION TO RIVERTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS. PAGE 90, IN KING COUNTY, WASHINGTON. LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A PONT ON THE EAST UNE OF SAID LOT WHICH BEARS NORTH 00'07'36' EAST 153.15 FEET FROM THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTH 78'39'09' WEST 45.88 FEET TO A POINT ON THE WEST UNE OF SAID LOT WHICH BEARS NORTH 00'07'36' EAST 162.08 FEET FROM THE SOUTHWEST CORNER OF SOUTH UNE. SAID POINT BEING DESIGNATED HEREIN AS POIT(T "B"; TOGETHER WITH THE NORTH 90.00 FEET OF THE SOUTH 310.00 FEET OF THE WEST 90.00 FEET OF THE EAST 170.00 FEET OF TRACT A OF SAID ADDITION: TOGETHER WITH THAT PORTION: OF THE EAST 80.00 FEET OF SAD TRACT A LYING NORTH OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE ABOVE MENTIONED POINT "B' ON THE EAST UNE OF SAID TRACT; THENCE NORTH 78'39'09" WEST 12.19 FEET; THENCE SOUTH 4840'49" WEST 93.72 FEET TO THE SOUTHEAST CORNER OF THAT PORTION OF SAID TRACT DESCRIBED ABOVE NOTES: 1. MONUMENTS LAST VISITED 12 -4-03. VERTICAL DATUM: ASSUMED. CONTOUR INTERVAL: 2.00 U.S. FEET. BENCHMARK: TOP CENTER BOLT ON FIRE HYDRANT ELEVATION - 336.58 US. FEET (ASSUMED). 20 1"= 20 Scale 0 RENAL SHORT PLAT SITE PLAN 13601 'r4 42 AVE. SOUTH TUKW ILA, WA 98188 TAX LOT NUMBER: 7380800271 Sheet 0 40 Feet REC ?APR; 2 co Of VE 1005 Tr/